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HomeMy WebLinkAbout98-7846 BUILDING PE.RMIT ~l~ ", ------ ~ 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 '1 : ~13.-I=,:3,:Jr;i C=-:'.:V', ~. /::1 T:::~"l ~~+J"~E ~,II]. ::1 .' 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AJ rr1 V) C7 f"71 >~ ~ ~ -. z --/ )'.;, I J,n. 17 1.?38 J3: 21Pr--; ;o~~ c.. ~ - ~ S G\ '\.1 E. "t!. e. ~ <' Vl 0 '" :i ~ ~ ~ ~ ~ :.1 e-- " ~ ~ '" " -;1 i\) CI7 ~ ~ ~ t\) e. "'" t.. t. ~ + ~ ~ R1 ... (1'1 .., ... tI " ~ ~ 't.. R,... ~ ct '" ~ "7 ~- \ " ~l t.. . '- 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 =, ,3, '-, =,3 'J:- i 1- ::- ~~. ~. 1'~ ~="1 ::JYi]NF= _ ~n -,-, .l -r- ---, ',1:' F ~ J:1 " ,/~ :3n ~ 7 ()-\ C -C (;1 - ,-" (" ::::' ....\..' l ,~ ,.- II :::::! l ) iiT '.,..;,. ~-n . .._! ,l" ':' ;lJ 0 -"; ~) , , ~~: ~i , 0 ~:- ~- ,- r-~ : I ,::' ; ~::' "' ". .2:. '..,.... j'""" . 1:/) -I~ l~ ,_~ .:D '-r' ;:u rrl V) CJ f71 :;::i (') u -- C) " Iz;;5(( A or "On ::" :AJ '" ,> ): ;... ."" (,-) :-:1 )> r- I i _ _.,."J z ,~ t../) Z ,! i c:' ,~ I ,f ,::', i" i ,:.v : I I ~~",,}~~ I ...- ,~,~ I I I .,,....., I Y I ' f !...i . I I :.1 / -- r _j_J /~I: ~ / j\>\ /} , /1/ I \\/' A'I ! : /'! " " I I /( ! I .'C ..",. ~"~ 1.... ::: ~"I~ :::c ;z -I" ~. " /, - - . (/)- ,~~ 'J! ::::c :...;: T :~~ ~ ....' ~ I ..,,--. ./ ~ 1'\ .\ -"1 " t ,\ '" ,~ , " '" '" "':' J .!r-,. 1:' 13'38 33: 21PM F'3 . ~ G\ "t!. <' () ~ ~ -I .... ~ t V7 ..... '" ~ ~ . 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~ 3P Y::_LGW - ~RANSL0CENT ~ BP GREI"l - TRA,"lSlIJCE"lT-___ TS 6.6,0 25 ~ BP GRiD'i - :;FAQU(_____ BP GREEN----------- 3P GRE" - T,A,\SlUCe~T ~ BP "'~"OW - TRM,SluCE~T ~ "'\' ~ BP Sll'''', 4'-S' ~/C5~ (l\) ~EC'O ~ r ~ 1 I FOUNDA nON PLAN /\ '" , --- --- -- !- ~-- /''''''RECE 'OO'"C J J'-O', C",1(6'-O"DE:f.? 2'. ~.. 225' - ... - -.. '_;/;uu____c, _ _ u____u'_____u, t' ~olo#' ',' /''''''51'''''0 r "--- ,y\,",<,V , - p-~ v" "'" :', '"'' ~~'\~~~,:J9 ,u____u/__ ____ OSIGN:x.Tl:~ / SEE "CAlL 2 -CR ANCI<QR: O<.MI ..../ "...... - - -.-' ANCl-<OR SOLT (5EE C)[TAll J) ,'-, J/" l ~~'-' "/2'~j_ ./'NiSX1' , I r';.' -; ! 2 I TYPICAL ANCHOR SETTING PLAN 1 ./" -A - r -, ~~f-BP ---'V S'-l'/Z" ~1 "~+ 'v::'! [L[C",leAL ....H, S[RVlCf (~' I ~ - ~."L J '-':~ ")J' \' I 1 7'/2. . \ 0- 0" t 11' - 5 ~ /4. 2'-6 J/.- '- - -- t PU :I-IOT ~EQ'D ON ALTERI\AIT ~OI..NC.A'ICN) \f~@D@@)[NU@ l€@OOUO@[fiJ ~ ;).0 SPSll'I::~~ r;.~f" I t,.~ \.,= 3 I ANCHOR BOL T DETAIL "P[.~ '0,75 0,0, C.J65 WAL.. n::r::-~ ,'10" lHR[.ADS I ~ , , LLj I i . SEE FQU~CA-1Q(l( DE~AjlS . / ....S:w .i.JQ7 NUT (~'(P_) V/11/2.S.i.SC:Pl.i.rr ~ ......,..,~"/2.GRo\'T NON-Sl-iR:r..K ...- 1 'I."' ANQ10R / GALVANiZED (4 REO'D) (: IE:"E::~R!CAl )ISCQNNE::T 'NHL~E REQD, 3v ELECTRICAL ceDE LJ. , ELtC~9!CAl ""CCESS :)=lE!IllNC - SEE F AS )RWC - -,+- Y'1/2'CRlM ~ON - SHR:NK 2' ~ 0" 'IMSIiED GRAi)E ~ RIGID :::..ECRIC -; ~ C~;U~~l"'"C ~ ? t I/M,C'-' -- o -.-Ft, _~60' I i .~ ~ L-J6" -.-J t J' J /\ I 22.5' ---.. '-----. ~ J___ '>K' ~' '~ 7'J"" '51 ""'. "'0 4 i SECTION THRU REBAR CAGE t- ~'. DATF :ALA' RlVIF6J<ii -,- 2tfli!L~ I "^P_''''' ~ .. · 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 :: " I " , lACK O(LO BCl 1 c<(AO , J./ TO CAP Pl.A1E BEFORE I /' ~lOiNG PLAT( II: TS .... 1_.; T56.6..25 ~,r-r:--=-- 5'-1 3(4" -- ~ I . \ , f \ " - ,/" I{: ~,~ I ~, p~ 10,7"j OJ,. .J65 WALL '" 121 GUSSET DETAilS ~ ~ I ~ ~ i l ~ , E /'56.-;61(,25 B I BOTTOM OF FRAME DETAil f CONNEC11QIC CUPS 10 B{ ~Pl'(0 BQ lED 10 Si<;H C~N[TM1H 1/2'''2" 1ST. AJ07 BClIS (1'11'.) " 1S60<6d5.X \~, V'" ,~~nr~:"'f"- / k -dlk ~ j --.1 j2 1/2" " II::: _- ;,;::TT \. " .SL. 3/&'.0"-8 t ~ I~-" \, ~ /~...'" 1(' ..!}. [70XX C I DETAil AT MOUNTING PLATE _ ~! 3~ ' ELEC1~C"'- Amss @ toO" "),.-e- -1-, I , IlUc! \---1 " " '-.-/ 1(''-'0<6" 1ST. '-l25 Betl .----- /" '/,IS8>.o.375 I \ <f I , 2 ru---- -- HI 2 _ It _ JtlIn ~r:lL ll..lJ1'k / 3 " " 3 , E70XX T'\? ~ ( · SI~A --v - _ _ _ - ,Q75' 0.0 P'I'E WALLJ65 (70XX 5(16 " D I DETAil AT BASE PLATE /5(16" noxx 1 1/'" ",,"OIl BClIS _ _ _ _ _ 10 BE fURNISHED BY 01lUS V-!w [AIr ( "". ~~w bd~,L GLls. t 5lS~5 <t , I , I / I I I I I / \. , " " \ " ," ~ NOT(; CAlCllA~IONS SI1CWN FOR FUll H[:Q1T AND IoIAX:t.ll..W lIl00UlE5. uRA'MNC OCPICTS .. L[$S(R CCNOITIQN. "" " , , .: - - , , \ \ . .) I '/' E I CONNECTION DETAil AT SIGN BOX r - ---.. 'I :~" TS6.6..o.25 cb / ' , , , I II I \ 5 ~rJ~-:-+- \ .1, : ,,,.~.. ".~" ",- WITH NUTS AAO '/r'~[RS StCN CAB.NE:i / I , ./ '--'--- 1 IVIEW AT TOP OF CABINET l 7" I 1/2,--\ r-- 1/2"1 I _-j J" '--/ '" 5<1"5'-' 3/' I T IF T.' ~ 1 !J~8"'fv8' :+- I : rl'.~i I~ ~ 1 1/2" 1---. 1-' J 1/2 3/&6 1 (2,7 CAP t 2 I SECTlONAT TOP MOUNTING PLATE IS e",'J75\3 1(2'1 T r L t'HO!L 1'-31/" -~(bZ I--~~' L -- -; ... ~~' r-- ,'-,' -. 7(&1:1><1'-3 '(2 t 7/8-' HOLE fOIl 3('" '325 BOll (1'lP.) 3 I SECTION AT BOTTOM MOUNTING PLATE f7;a~1J,,"-J lf~~ ' 3 lit l T r3 ,(," lQ.7~. 0.0 PIP{ I I ~ .,<~-I=_. 1':' , " " \\ 1'-31tr r*--'----H L'\ ,~' " I <~ .-y-.. f-- 1'-1' -e t. HCl[ .' --t .' 7/8', HO!L f~ 3/.-' ,4J25 Bet! (1'11') 4 I SECTION AT BASE PLATE ;',/2-'HOlI Q!S. 5,6<5 " "fn ~ 2" HO!L --... ~ () 1 ()~ '/2' 'O..7~' 0.0. P"l:.......... r - c~ 1 , (70XX i'1'fl J/8 r '-ei rr" - SM HOOK E'OS~(e -~ '" ,.'7, ~ "'" )\..,-! A 7 '/2. ~()T ()~ L:",,~/~J GlJs. 4x6..5 , 1/2115.1'-8 f. 5 I SECTION AT MOUNTING DETAil L , I/M 1(',,(..0'-' 1/2 SHIP BetTED 10 Si<;H C~NET ~ / l(I' ~1 :J 8" -~ 6 I CAP PLATE DETAIL '1/~" ~ 11/" I. 'JB! L~ , \ 7("HOlES 7 1 ELECTRICAL ACCESS DETAilS noxx 3 ~[J(S 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~) "l All COf<l<EC110f< BOllS SHAll BE AS,. <325. "'''. AU wELDING SHAll CONfOOW 10 RECQ,O.4(Irl.DATICNS AS PuBLISHED BY Tl1t AillERICAiC 'tElDINC SOCt[1't' ws. 'f(LQlNC SH.4U BE PERfORMED BY fl'ORKIILM 11-!O HAt{ BEEN RECDHt Y CERTIFIED BY A. OOA.UFlEO T(STING L.4BORA TCJ(.'f. MS. PlATES LESS TIiAN 1/"- TttCK WAY BE 9-<ARED /l.NO/OR PUN(}<EO. ",AlES 1/" ~IQ( IJ<O O~R SHAll B{ 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 LEAD 001 rs SIGN FRAME, 9 I TYPICAL FILLET WELD ._~ 101 TYP. PARTIAL PENETRATION r~~~~ ._ _ 00__' 11 I ELECTRICAL ACCESS COVER &. 1('" HO!L (2 'EOO.) L I 31(,"rOGA 1 5/B". CO~R t ! . I UPRIG<' ~--j r' " " ! I: J 1/2" :..l ~[70KX 2- ~ 1/4 l" ""iYP <. ~~~'~lh'f::;" ss.. S Af"T(R PIP( 1$ "!florD TO UPRtGH PIP( J-'-OJ WAll I _ -L I ! 8 I MOUNTING ANGLE DETAil 2 1 (2' L (--'--j "/2"W,- ~ -, " 5/'" ~ ! --j r-- 1/" ~}2" ~~~ 1\\\ rr;;2t"'1 J 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