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HomeMy WebLinkAboutH_4957_S,_, '-------------------------------------------------------------------------=-------------------------'---------------~---------- I I /;;Jsl-en lo· C;1p w1lh / 4-J 9.;,/v.boll:r and ,vasher.s. LIGHTING STANDARD Sca/e:/";3' · CITY OF NEWPORT BEACH CALIFORNIA PLAN No. 407 FOR THE CONSTRUCTION OF NEWPORT OCEAN PIER AT Mc FADDEN PLACE Consisting or G 5heef.s Numbered i to l:?-' Incl. Dec. /311-, /9.:59 Approved:-R~~~ City Engineer. Revised Jan. ;7# 1/94-0 PROFILE- " I Horz. Scale:-i =50 Verl Scale:-i 11=J0 1 ' t5 Dr1nh~ /oc/nle1,h. -¼-".Ae;.. L)yhl/ry Condolr-:....·'--::11 +------7.9·.S·l--- 16"1 lj 11 I :, 11 40 -~ ~ "--~ "' ") -1: 'l-' . 'I ½ '<. l\i _ Dec;/:. El. 24. oo Top of°Al~.s E/. 21.42' M. L.L.W. EL. o.oo E/.·-10.0 ~---~~~~~~ a-mo -+-+-+-<--1--3 -II ?lie 8enf.s. \ • /5 Pile /:Jeni:. . k--/-->--l.$PileBe-nf {See sheel 3). El. -30. o •. I - - ·'-·, . - '/, .. ~ II --. I ® I @ I ,/ I ® I ® ! ® © . zo'-o" -------------------+--c- 1/\A..,,_, -SIDE ELEVATION -OF DECK WITH HAND RAIL -I " ' " 5ca,e: I =Z-0 4 ';30'&/h andC.1.11/ashers. -!-~ • -=--[ ______ ------··_•_···_·······_·_._-•·· ____ • ••• 20'-o';-·····•····· •••••• •••••• ••••• I-Oufe:r End Span 19'-6" II Jr ./ .x206alv.f}o/fs SIDE ELEVATION OF DECK WITH FISHERMAN's BENCH I II /JI Sea e: I = Z-0 4"x /G" 5/ringers SIE G"x 20" Str,ngers{Rcxgh) 4"x/Z11SISZE a",,12'~ z4"s2s11= REVISED JAN-171!! l.94O See Shee-f Z-A I" . 5.• Rvbber Expon,;,ton Jo;nf.l HALF SECTION FOR 9 PILE BENTS SECT/ON D-D HALF SECTION FOR /3 ,PILE fJENTS 1/fl? " ./. • rz XL'O Bo,v. lron?pe-~ 111 -· V\,fop w1lh oJ/e. z f!o/7er 6etvre povr1ng cone /o" 2"></2" I i EXPAN.5/0NJOINr CURB DETAIL Wood Hand Ra,/ Fbsf 6",,;;':No>B vii.ire mesh Denf as shown -NOTE - Consfrucf z",,4-!' bridging al cenfer of' each pier span. Make h1.1tf and splicejoinfs where 6"sfringer.s meef and where 6 "slr1ngers meef 4 "sf ringers. U.seso,i galv. common nails on deck. planks and sfrrngers. Use 2oe' galv: common na~ls on bridging . Use 8 9 galv. common nails on rail spacers. Cons-frucf j" Rubber Expansion Joint in Concrefe .Oeck over each 40'-o" ____ _j " / ./ Galv. Ooll • and Washer. w,ih s1tz9/e Ct/rve•n'MA.W 4g"x4j "sp1/:ed .9,.-,d: SECTION B-B 5 I " , ca e: I =4 30'-o" Nole: Headers; 3';1G"SJ E, lo be /nslalled af all exposed ends or slnhgers. Omil fn,nsverse .swc1y br.c1c1ng on ouler benf. . · l-j::1/Bolf, ;;3" 5p;;cer 2nd -W.c1shers ;,f /;;,p jo,nfs of" sfringers. , I /Jo/I s/nngers fhru ca-ps CD wilh ,f"x30"bolfs and • ~ washers where shown . ...._ Drifi-sfnngers lo caps . 3 " . ........ . -·• ... ~ .. wilh JK 24"drifi: ho//5 J=========·· 1::. :.t :ccGa/i~tJ,rao;J1;1;,~-"':·":·~-t:-.~===·d,:=, .. _wherec.slwwt?:on plans~. :: and. Washers. loe nail slr1nqer endsno. Pier Ben-I: SECTlONC-C Scale: /11 == 4 1 ,,Jv. flolf d, w,i'h .s,a;,k cvr wjfh -'?;,17.9!c. cor~ed bolled, w,lh 40 ef nails. 4ii ~44 S,Pik grid. Tl?~ above no/es a1pply lo all sec.l;,r1s c;Handrai/ defa,fs above. /"C:ondu1f SE.CT/ON A-A Scale: I 11=-4' CITY OF NEWPORT BEACH CALIFORNIA. PLAN No. 407 51-ieef 2 oF 6 Sheefs . Approved: ·R.. ~F~~"--'"'---' Cify Engineer, . i ,/ \ I --1 I I ::::- z• x 4· 5nog,ng (Rough) 40-O" r--G"x Z'O" .Sfrinaers fRah.J-, Z"x4" t:Jridoina -c:-4"xl(;" Sfr,nger.6 S/E.7 Z"x/0"Oeck S:/5:/E.,: ~ M 1----1 ... , I::> 7'-10" • " "tl '~ ~. tlr' . , ··'..~, ~ ' , " 12'".x /2"-.36'-0f t" _ .. : 7':;),, I ONE -HALF SECTION i3ENT N~53 7 , ,, -9 Sc.o/e /"-4' " 20' ,, rt/LL ..5EC T/ON BENT N~4'5 ~ ~ • ~ .. ~ ', - ___ ;1,,, - --: 40' 0" Z"x/0" Peck -5.IS.IE. 4' x IG "5/ringer.s 5.1 E. ,4-"x,8 X 0' .c--H--l.~~-e 517eef No. 3 _,r_:~,--.- _,.__--+--J-1-----------+---l--l---Zl !... 0 "--H-+-----_;_-+-t-1-,..! FULL ..SECTION Scale _./. I '-~" -_,--::-.:::.:·--- -I ,, T • 'Ill ' \I-\9 ' I I'.;_ _L G'-//" NOTE: 40 '.... 0 ,, --. - I ONE-HALF ..5ECTION II PILE L3ENT Scale/~ 4-' All Hardware and bridging shall conform -fo defo'r/.s os .shovvn on ,:,,heef No. 3, Plan No.407 I --I WORKING DRAWING FOR REV/.5/0N5 MAO£ JANUARY /7Tf{l.940. -'-.. ' Cl 311 5" ,L 4 x I Golv. M(!Cn. !3o/fs-. Galv.Wo5he o: IZ" 6" I ~ ..:."- I ·-.y \. 18" P;/e Nuf on•· • ___ 1 boffom er SHIP SPLICE DET..4//_ Scale: _f";-J:.o" CITY OF NEWPORT BEACH CALIFORNIA. PLAN Shee f-/Y'2 2-A Ap,A L:n91neer / ,..._---------------------------------------------'---'-----------------------------------------------------,--:---,;;-:=-=-::=--=,----:-~:::,;..-=~-~-·" H-4~57-S S//7' 3 •• 3 /.0 17pe Sp~.,;der. +---,j~~~~~~~~~ /.j-'J.-48 "Boll. . --.-. Welded Lap . 1·-...........-...--=--~-----7r. I,,, ,r, , ..._,:,j-~!;t:-;;;::;:;::::::::=::::;:::;::~.::-::=1,.y.:-1z x SO sl=lsha/lbo/f.. L"!-==-====i- i----s:..aJ ,:____j FRONT ·ELEVATION OFRAMP YOK£. Scale:/":: Z' •;z.,--~~~--j-4-J;.3•x.3z"1rO-'lS -· •• • over 4-;6· oraces. --· • ;f'/:?oll.s. • Q . ' 0() _, ,J renderP//e l -:- // l +--~1-, I I I .,__,_/..,_I I_ ...... :, -I // I II IZ>< ;z·x42~0" 4;8 x/o'-o:' Fa':5/en Iv piles w1'/h ,/"oaf/., .;;llC/ washers and 4,i'x-4j"sp1kd grids. ' ' I -(l') ,, • '-ti £: I'--- '-F4:=lott==tt---1---:-- f-o·'"""=++----------0 ·--.8";,1z;,.1z!o"77,;,6er:bolled PLAN AND ELEVATION OF OUTER .R4MP END 5cak.: I • =-z.' ------------------, ---1----------~ 't~ 11~-----l--(\J -Press· en }:;,''><3 ''.::s/ee/.-washc-r. ; I Roon,:/ corners /4, ./"rq>d, ' ' ' ' ' • . c'l!.EVATION· OF,.•!R'AMP ROLLL=R 5c.;,/e:: ]" --z" lo 6x ZO'slr1n.9er.5" wilh ,/_"60//.s , q/Jd wa-sher:s. . !°/le -/6 'hull, 20 peoe/rc7/10n, • slra_pped a1Jdbo/led c------<. 8xlZslr1nfi'er _'f"--,s:---~,,-nT!i' 0 j"x ,4!' fop :./7,:/ h,lla?J. Flush. 0 8'-6" f ' t tj ~ If) IJ I PLAN 0 ;;y, I 9" v, z7.:..o" I \ r I ' \j () '-1-,J I ~ OF BOAT LANDING Sea-le: I ""' 4 ' 0 O O C ---------- 0 IO _ O o PLAN OF PLATFORM BEAMS /d 1' " .:5co/e: z = -0 7 ,, ' ' I / I I I I ,..., . ----- . I ' ' , f _-..• fr '-'--. :: _· -r=-\ . * *' ,, • -11 -11 '="\II i I 11 I I 1 / I I I I ! ! i I ! I n • I .. \ BenfNo.49 ' I /,W~/4 :31• .I" ~ a' on cJ x /4 x 48" .5lrps. ends to torrn oil bas-in. Clncf / r--, J[l:1-------------Q[ SECTION A-A Scafe: l"=l!.O" Weld on B hand roil post f'/onges. .CITY OF NEWPORT BEACH -o---o CALIFORNIA. PLAN No. 407 Sheef 3 or 6 Sheefs Approved: (Z,t,9~, City fugt~eer. _ , /Jr.;wn hy T: M Mills ! ' I -I / I I , I ·y _ .. JO~rC! l --·~ 6-,-«,1. j~ --~~..:; t. e ~ ..Ey, .CLr.:::. ,-;.~ ~-~< ~"F =~-;.,;.--··-··cc -----_,=....~-..c._-_•_--£.Lil. ~.L:)/.-'/v··~----;~~Aw -~/;.r.-: --~~;Tc/s ._'. _________ _,Li_____ / -+ ' \ -'ii ---t'----- \') . ' f\ ,~• .,.-,:: /J ..EC ,.t.;:;, --=/; , -_-. ,e. •~ '0---·~-··· T. '7 ~-. 1r=(~~~'3~:;;--=:;~;• · ~-· ~· , / r j , \• .__, ~-·C-o,?:)""'"'E~ -,_,,...,.4_,,v,2/'·• ,,.,~) •1 , -,,~'1-------1ac-·=.=-~ =--=---~--~--,-,, •• ·::·-(,,:,,,,==.== ___ I===--------~· ':,::.,,t ". \7\. -'."1t---=-~"'-~~s=-::;;;_==_.;:; __ =:_~ .. ~,~,"!==· =~:~~~-~~=~::-;·;-=-,.t:L=:=..,=. =::._=:31·~-·=-~-.-, --:-i-1 ---- ,, z;r··-;;;;:-·.:;;;;;;_1~;-1r~ iii~ r :-:r -~s:'7 µ ~~~ -·-;rt-= -1, / o l:~~j=~7Pilt~J~F'r ,,:: , . /'~ '5,,Hi ----~~~--- ~i-1: . -••• •• /"'Iii ,L, ... ,·''••.··./' \ ... ~~-i1·:M,.1-r-----·--~ . •· •· : • : • i J ! --\. fij; •:...__l •--•----•------_j ./'>.M s&').C:,.u • ~o~-----~~d~-~~~"~--~:.,:-=~•,:i:,1::::~::::::::::::::::::::::;======~=-:.J',c·L:::====.,,,•.~=======:..c..===o:rcc:=====l==========L- I I I ' I /"..:,/, ' --- / J ;~"--="'-'"=-·~.,,.,~,,-,c ir_;,J,~+~~ ... J, I ' ! ! _________ , ----t •• ---,:;?---:-----.------i----- • -~ : I ' , , l' I , _ " i O ' j • (~) ! "'•,<4?' , .. 7',h /-') 0 t I i :J '~ i' I i .. I : ~ /! ITi ·fr#==·. .1 ---,--'. --··--='.·.--·-. ·•'· ., .. 1er.l .. -, -~J, ... ~1, ____ i·-, t~w-,----1 r I > I ' i ' ! ' J: ! ' ' : ! , i' ' • ii I ! ,I. ,,c: rfCJ, ... :5'>.hyA)'? : I .. !. • • • J !' I • ' -----,-....::======::··:..·::c·-=11:--=~~~-Ei-:-:-~~~~~i~~~-~-a~o,~,,~--c,~.J?~ .. ==···=·-~/4~--~.-~-l;~:~~--~r§--~--~~-~~~========-=-.:i-rr:::._----····)-- Alo,? ---L/ "✓ ') r-,._,, • "' , / i ' ··;.,5$../VCH~-t C/.r -~ 7 ---=C....., ____ --r ___ --!_--=·---···~--·--=•~,,,.I -1-. .... ·----- 1 I I CI TY o;::.-/\If:. I-VP O l-< 7--B'.E /c"\ Cfi CAL/f:ORl--11/-'i / No. (j'\ ~~· ~T ~, -~ i ,· ) ~::t~ :1 I ~ "3 ~~ ~ -.I) -t ~ U) ac, '-...J I ~ ~ U) ~ -~ \ j Q \ \ \ 1.c\c''-'-----,·~:. \; ---~-~ryJp, -,rzzz• JL / , _,..,, a /6/~-;j;,r:============== '___:::_ ' . ' ' I 0 I i 7 -/2,4 l~ ---___ ,,. _____ -· '"". ---------------,----,!------------------------------~----~~;::-··------- ,.'"' . --· "·" 11 ' ' \ 111 'I ! :1 1;: \ ( / / / // ~!/ \f tl I I I I i \ I I \ \ / i :/'> /Y: ~ I --y - ,: \ \ I 'l - f11\\ II \ I I \_ ' ,, ' ! ' ,'( \ 'j! :1 \ f',~-" -~-~·.""'' I -t I CITY OF NE V/POR7-l3EACt7' c-AL!/-t?R!v'I A PLA/V Nb. Sheef G of ( -i 7 / 7 / " I '/ I ! ! \ OF I I I PL.Ad BOAT' LANDING i ' ' ' i I i ,; " ' ' i \ ----'' I . i j : I ' I ! - r I i \ b - --- • I I I I I I I I I I I I I l I ELEVA T/Oh' cJF BOAT LANDING , .... __ _:5 c dle.:.._,L "-= 4 • - I I I I I I I I I I I ---<1-' ---I - I I ' I I I I I I I I I I 'i I I l PLAN rOR KECONS7"RUCTION OF NEWPORT OCEAN PIE,€ AND BOAT LANO/NG NEWPORT BEACH, CALIFORNIA /Jt:/60.ST /.5, /338. /21,,,,qonve d: R,lf ~ .5h.:e..f '2 o/ 2 sh-,,-e./-s. U7:Y E"?!:}/l7r::er-, \ \ \ \ \ \ I \ \ \ I \ \ \ I \ \ \ I I \ -- --\---- - -~-------~----~~ ----"~---------" . ---~-·-- PROF/LE Sc-4. .L..12 / ~ /0 • ji PLAN ::, /0 • - t:j 0 j J .SECT/ONA-A Sca/s /"= 4 • '.,fzoX-zo"xGt:;,,, Cc,;?crf!:!!.re ?o.s~ l /: Z: 3 /'V/.l'K I ' I N!?/O --------------------- - - -- ------ PLA/V OF ..SHORE END OFNEWPORTP/ER ;1~, / / I /Y.EWPORT B.cACH, CAL/.FORN/A /14A.e.cH ' JI \) ' ,c ~ .END ELeW4T/ON P/CN/C 7.218LE .ScAL..£ ✓·:: /. 0 I 1=:l<.le>T. 4"xs",d:o'.o 1:1<.0SS·Bl</LINE:,, _ -----r--r-r7---~~~~1::::¾S~::::::_---c::::--+-~----' REMCNE 6EC.T1CNS f<!=.c,\1P, FOi<. DRIVINGi NEW f"ILES (t REPLACE AFiE:"1. INSTAL-1..AT!OM U$1N"'1 '!1/4" ,ti GALV, l!,OLTS ~ W!sSH~S W/ SINGLE CLifl.VED 4 1/6"" 41/B"SPIKED EiRID@. Et>C.H !N 11;;;.!Z.6EC.l!ON W/EA0-1 PILE, R!=PL..i,.c.E fc-LL JaOT'i"ED OfZ.. D,c,,MAGED CP-DSS-S~IN~ \N L.11{.I: MA,NNEF2., • =)(l ST: C.l<DSS-6P.AC ING:; ( OPP. Dli<EC.TI 0~) --------------i @. E)<\<:;T, PILE"' ONL "t ~•I, ,, '. '" -•--'" " ~---"' ''': 4 _--." ~ 1iXI ~-11' =-ee 'f V/1 vv /· - . .,,,.,,_... \I "' i I I I I I I I I ~-pP=c= s!4, 156.L. / BLOC!<:. X i...El'-.'GTI-I R.E:0:D, LIND k l=AC:f-i C!:lL, AS SHOWr-J l.ll--lL!a;a;:,S COL, ~s Di~'.S:::71..Y ,0 OVER. EXISTi Ni::i 4 ';,i I Co SiRl NE11:1<.S, uss (2) 40 d TOE NAIL.S E,Aq-; SIDE; ~CH E'ND, DETAIL [I] , ' I • --'; I I • , , •, ' ·• n • ' -,. -~- ,, 1 ' l_PILE C/1,P ~ VERIFY Di5,p_NCE IN F19-D, ' ', " 1 "<P 6DL: IZ" o PILE ' --12§.! AL½ I 3 I ~/4 II ::: 1 1-011 OJ 5EC1ION '· • A'T GRIDS I i \ I I • I I , EQ, I "foP 0~ t:',)<l~T1;J4- '0GC-K ~ 4-,_,_~"J'!!Sl 1(.;t..fi(..~ , . , ..::..,,.-f< r iJ L-. e fZ ! 5 / N -r,.; e, \;Jr.."'( Qt=" "fU!J 1.JevJ 6f.ti..;...,_, l'-"'.oVG 0·nz,u1o.t:tt f.,,. Or.Jr£ -S.[0€ t t-J.411..-! 7 i /J f'(..fr..c.i;i To MA.-ri:..H ::.x1~T!WC.... "] ~ 1 I -0 I _, ,L 00 'f, I I I I J I Jean W. Fraley Architects 202 lake Washington Bou!everc:11 SeaUle, Wa. Telephone: Project Team: 88122 (206) 32.(1-4800 Structural Engineers: Macdonald Mclaren Hammond Inc 215 Eighth North ' ·~ Seattle, Wa. 98104 • (206) 622-4580 Proiecl: Fishermanes Restaurant Newport Ocean Pier At McFadden Place City Of Newport Beach California • H.IE.G. Eriru:erprrnses 610 Avenida Victoria San Clemente, California / Stamp: Sheet Tille: PII-ING Pl~Asi;: _, SECTIONS { DETAILS evisions: -I Sheet Number: s/S7 P1.2 z L s: OJ rn JJ -.~--~ )-y -- I D ' 0 ~· :; n 6 t:j 2 -;; ; ! I .. :t1 2 '---------' a~--~ \;, z _L n ' 0 JJ J;:c, ::E z GJ r.1.9 •. -\-' -I "' I I -,j J ·< I ! I I I I I I ' I . 0 ! 9 P1 I • ! ' • I . --I -o "'1·· i I ' A u ' • l ' i " \J ~ • ___ ,,_ ""' --·•-----·--H ! • i I I . ! I I I i I I i I i i I I ! I i I I • I I . , , I .. I ! I I l i I ,,9 = -(I rn I • -on i-1 \\I ! ! . -----, 7-1 -:!: 91: '::,-::--t-\ ,~:::-:t,10 • 10~~-=---=--~ s;o~ o -N'L C\l i11~? ~I :~ l ' . I I ! I / i : -----7t.-----·~,n -----V---------, •• • i_ I i n:E f'OlLO::m::; r.OTES APPL y E.XCEPT WHERE SHOWN OTHERWISE Roof 20PSF, Floor 50pof (~E:O P.:<, fi::U:;!<, OIRS:..T°IZ-) S@i smi c Zone 4, Hind 70 MPH (ta, i c) Exposure C o TIMBER Sfrwctur~1 timber and lurniier to be stress grade Hem-Fir or Douglas Fir as follows: USE 'lfx 12 end 1 crger G x beams l'\li other k::nber SPECIES Douglas Fir Douglas fir Hem-Fir GRADE No. l Select Structure: Standard or better fb Boo psi 1600 psi agairst wood to be provided ~ith M. l. ,;ashors. ----------------Al1 wood exposed to weather Or below the first floor level is to be treated "ith an approved preservative. • Hai Jing shall be per UBC Table No. 25-P. :Bolt nuts bearing o STRUCTURAL GLUED-LAMINATED LUMBER ~ be fobr1cated to the requirements of Voluntary Product Standerd PS 56. Lumber sh•11 be visca11y graded western species, combination 24F-V4 per UBC Toble 25C-l. Luninated ~m:>ers to be AlTC certified. The fabricator shall be approved by the Architect. Use ,iaterproof glue. o STRU(TURI\L STEEL Structural Grade ASH~ A36, Fy = 36,000 psi. All steel shell be ~hen one shop cont of approved paint, 1-ields to be 3/J5" minimu., continuous fillet by cert;fled h'e1ders. AH bolts to be A307. During erection, structural steel sha11 b€ secured from co11apsing wlth temporary bracing. All steel loeated bek,w the. pie.r1~ve1 oy exposed to weather Shll.11 be hot dipped galvll.nized. o TIMBER. PILING Shull be Pacific Coast Region Douglas FiY, conforming to c.u.Yrev,t standard ASTM: D-25-7.3 for ,-ound timbe.,-piles. P,essure trea.t with Creosote preservative ic a=n:lavice v1H:h treatment sta11da.rc AWPA-C3. !vlinimu,1:.,~ul:t dja.mete!-:3ha.ll be J?," with, corresponding tip diameter per ASTM, D·c,, To.ble 2.. M1vnmum pevietrabon r-e9c11red cc 2.S fee.t. Drive all piles tn a. Miriin1uwi uipacity of 20 tbns, d5 a:,mpu::ed by the E.tJ.R. f'ormula, - - --------- Jean W. Fraley An::hi!ecff~ 202 ls!te Washington Bou!evnrd Scettls, t'\!a. ea122 (206) 324-4500 siructurai Engineers: Macdonald Mclaren Hammond, Inc. 215 Eighth North •• Seattle, Wa. 98104 • (206) 622-4580 Projecl: Newport Ocean Pier At McFadden Place City Of Newport Beach California ' Hl.E.G. !EITTJ~erpir~se~ 610 Avenida Victoria San Clemente, California Stamp: Sheet TIiie: Pl LlNGi PHASE ---- PIE:R FP--AM !NG PLAN Date: AUGiUST IS, 1987 visioas: 1 ADD: I, 9/15/87 2 AW:'2 10 7/87 . 3 COL.OUT, 2/9/88 Sheet Number: P1.1 OF 2. .. f~ -CJ 7 E re (, 1(5 PLAN lI::J NOIZTH W D.5 5TL. PIPE lb STR, f:,e,C)VE , 7'YP. ...__,,,_-CJ (§j) ,1,-±1~9a VERIFY J, NCTE: ALL WOOD To BE PRESSURE TR,EAIED; 'E£E NOTE BELOW. ALL MET.AL To BE C:;:iALVANIZ.ED. UNDER.PIER.. PLAN ---UTILITY SUPPORT PLA"TFo!<-M 1/4'1 = 1 '-0'' LUMBER ,A.ND PILING Ti<.EA"TMENT All lumber shall be treated in accordance with the requirements of the American Wood-Preservers' Association Standard C-1, C-2, A.W.P.A., PS, ''All Timber Products- Preservative Treatment by Pressure Processes." All lumber shall be treated with A;;rnoniacal Copper Arsenate (ACA) or Chromated Copper Arsenate (CCA), Type C. All lumber shall have a retention of 0.5 #/cu. ft. by assay. I\ brush treatment shall be made on all end cuts and holes with chemonite solution or equal. NO INCIS!DrlS ON LUMBER. !( l"bE Np.IL E,A. 2 "-4 TO ToP6 OF EA, G, "-14 W/ 1G:> d G,ALVA.NIZED t-yilLS. ' ' I'\. TOP OF xl4 • BEYOND ENCE PIPE~TD-) OWN ATP . CONT. C:,x -'i< G,ALV.STL. F Wl-l ER.E E>l-l SECUR.E Te:) BELOW 'ii, E STP-,~V S7RINGERS BETWEEN ' I I XTE:ND TO DECK E J SECURING, TO ~ ~-· Jl OR W 6L<:X.J-slNG STRING,ERS fS RE&'D, PILE--. l:::ECKINC:i A • ' ( 14 SECU!<-E lox 14 • DF*2. To EA,51PE. DF DESIGNAIED PILES W/(2) i"(j) G:::,J,.LV. ll-!Rll-6::)Ll'S, G,"o.c ®PLATFORM No <::..,c.""-.L.E * NOTE : METHODS E; M;.,.TFJ.< IALS OF FENCII-J~, , ,~f·k!Mr-NTC:, .P\='R .c;LJPPL!t=R :::::,µ.~ D\.\/:,:~ .. 7D E:;E SUE>MITTED F,::::lf<.. t,PP1:::>..ovp..L. STAMP: ,S,\L , ... • ii'ifk 'IJ: , \!t, ER-'i( <~ .. t 12778 I FISl-lERJ,/lAN S R.E'5TAURANT NEWFORT BEACH 5 CA , UNPERPIER LJTIL IT"i SUPFORT PLATFORM MAY 10, 1588 REY. MAY 12,'88/.JUNE :3, '88/ JuL1 11: 8& / ,b.()eo 17,'oS/ F R A L E Y / I! U L S \l . .\ \: 111 AR,:IIITE,:TS a ',· ,· t \_ j, ! ',\ ·\" j i : ' ~ 1 -\ i ! '. ! \\ ·, " 1 f l ' ,. ll \ • 'c.. i U-1R SC ot=' 8 I r I f I I ✓-.:: >L-.----~ CJ p z 5 c; C ~j B ;TI 2) 'I I I I