Loading...
HomeMy WebLinkAbout4078-5 . . LN� •�,`ANOSCgP O8"X8'1X-16" CONCRETE MASONRY UNITS ,C`< '�' - '� F'M 1500 I'SI GROUTED SOLID a - C' ..,..,..!...-.....:„...,.-........, SPECIAL INSPECTION NOT REQUIRED. — .!! '''''..:' '''' BLOCK BY ANGLEUS BLOCK CO. 909-350-0244 • -e.< * TEXI`URE: SPLIT-FACE -::,;:,":,",•,;, '-::',". .....• ..... ... •1•';','...•....::".:.1::••;':.:.'::::;'',":.:;-:„:" c COL6F�:#260 ` w 0 0 0;, : o o,_ o °:: J• _ ° 0.' • GROU CO OR. MEDIUM TAN � 0 2 2x8x 6 PRECISION CAP BY ANGELUS BLOCK CO. CM. v O @ 1b/o TOWARD PERIMETER.ALL SIDES FLUSH WITH BLOCK • ..':.',';i1g:::;-. '.;,:i.";':',.!,':, „... ... ... TEXTURE PRECISION N COLOR:#260 P:1101,11.:*' :••••:,.. „:„.„....„ .... .., 3 PRE-CST RESTROOM BUILDING BEHIND On o o o .` a o . o 0 0 o :. CONNECTOR BOLTS WITH :.. . . USE 4 5/8 CONNEC O t , 4 SIMS N STRONG TIE COLUMN CAP C 68 CAPSSHALL BE HOT DIP GALVANIZED. WAS-I R P R CONNECTION COLUMN I ° a o a a,, o _ N H RCAP . , a o. , THREAD 2 5/8 X 10 CONNECTOR BOLTS THROUGH BASE STRAPS TOA C O 5 ". x _ ,_ INTO G�ONCRETE. = -w— 11 5 #3TI�SAT16" O.C. 11 11 0 0 4. O O 10 ;ems W : W (8)#-VERTICAL BARS EACH FACE OF COLUMN,AS SH IN ASONRY COLUMN DETAIL O OW�V M r O7 FINISIHISURFACE/FINISH GRADE AS PER PLAN �• <: N =< 8BOTTOM OF FOOTING FOOTINGWITH#4 6"O.C. EACH WAY,TOP AND rn O 2500 PSI CONCRETE PAD W 4 9PER SOILS ENGINEER'S REPORT ,�? ::>: COM CTD SUBGRADE ',.'-,Jii.i.:',..'...;.::-g,..--„ ':!:'..!..''',! RJI 10 DF# 6X12 Q z � O C1 j *', W DF#2 4X10 2 4X10'S AT 48" O.C. MAX : z O ' U � „ n A V NIZED r� : '' F- Lf) 12 4 X 6 TTICE. ATTACH TO LATTICE BEAM WITH 5/8 0 X 10 HOT DIPPED G L A O ~ • T WASHER. DON T COUNTERSINK : ::: • • >. LAG t3 LT. NS ALL WITH W S O '''.-.':s4:1:1/4.91'4.44; ' ()wow: O ., W w <: • , ;: ,:: _ _ BOLTS. ANGLE TO 6X AM 13 USE 3/4 0 6 HOT DIPPED GALVANIZED LAG B BE U <<:_ . ..:. < '. ATTACH B LTS AT NON VISIBLE SIDES OF 4X. _ °� ` o o: o a a 1 SPLICE CONFIGURATION AS INDICATED. ATTACH WOOD MEMBERS TOGETHER AT SPLICE • y. >:k o a O ....:;:iii .;:•''...1.....•':•.,;,.....:. D PLUG WITH (1)3/ QJ X 8 HOT DIPPED GALVANIZED LAG BOLT. COUNTERSINK AN = 0. • m TERMINATE VERTICAL COLUMN BARS IN FOOTING WITH STANDARD HOOK Q W 15 w X z W W o �; NOTE F-- F— U 1.) ALL W OD TO BE PSL MANUFACTURED BEAMS-ARCHITECTURAL " z `� 3 J � _ _ :_ W z F- -GRADEW ,::< o J __. _ ACCORDING TO ,,� 2.) CONTRACTOR TO ADJUST HEIGHTS OF CMU BLOCKS , O - - N [[ ii -' - —�� - f L I FOOTING EPTH &FINISH GRADE IN FIELD 0 > o N �a 3. ALL W�OD TO BE WEATHER PROTECTED BY PRESSURE TREATING. APPLI�ONE COAT PRIMER AND TWO COATS SEMI-GLOSS EXTERIOR PAINTITO MATCH RESTROOM BUILDING TRIM COLOR. ..... 1:1,11:::''''' iiiililli.l. ,'-',:',..!..!.. ',..!-:11.!,:-..; ._.- o /, 0 . 3"CL R. '. . TPP. ;.i i ' r 0 0 • o r o • • •0 0 0- a tLi ® 2'-0........ .. .1111.1- 1111 111,41011W4111,2111110VAIVAIMIII-11114 N. " Q • I U 0 o a c o a o .: o• . . z p o o a o a a 0 Q C : .. .. • 1 i t - .,.,,fit .... -......: E [[[[[[ RBI c ! 0-:,.. 1L1 / 2 ligi.,04.:::.; ..., :::,;,...:5,.-,,,,, ,...i.,...,...:,,,,:-....gi, ....:-,:-.. :::•':.... ..:,..: (I) ,:::,c.:::::::::::::, „;,:::::,,,,,...],..;„ vir.„1„,,,,,,.,•:,i,:!,,,:::::7114:51.,,,,:mk.2 1,.. , N ..1....:.,::,,..i......„::::::::Llotiii,*,._.:,„.,,,,:,..,„..,.,::,,..,.., .. .., „„I N ,. :.1::.:-,,„,,,,i,,,,:...„1,1,..,-,.....:,, .l.. .. ..,. ::,:jk,:.':<:�::.:.':. . ::. ..:... :. .... ... .5. :t .!/. .5:. err n /� (:)....Ct : �y f� r� ..*......,..a,,,....,..10,:s..,..5:....,,...;,g. ..,............, ..........:,..., ,....„„, .f4Z,l'...111.1'...1 F.111111:-.:01'"" t; . . .. ,„ .. . .....,.... ,.,...i.,.., - k,4 Iii,..i.........1.ii..:i.:, ,:ii!.1%,,,,,i„....„.1,.4 41 ,...,...i........., .. . . .....,.... . ... . ' 120.i414....::. ,,,,..,,,,...,.: ,., �— e-- 11 -�-- 11 _ i I- 11 I N f - O O .. 11A-;..4,- o e o :> o o o , Nt s r s s L.(.. CO J • ilr, k It • • 'tt...z,,,.....A.t.t.t.s.rrrir • • ,..' :-.'.: -,J.:'' '',.:H" : 0°'‹ ''..:::', ...,: .I.,•,ir. N- 't '" >,.. 0 „'-: PLAN VIEW I S'-0" 0 z Z ,•.,::','• ..-.,.,..::''.,,,.ti°77:,,':/1-.:.:,- .., •••,., .,.':- -7.---,,,if- ,‹ 0 .:I'L.- zEQ. EQ. U 32'-0" Typical Masonry Column and Pad Footing Ll� ° 'o / z 0 O a / w > 0 ^ _ 4f_O" I 16'-0" 16'-0" 4'-0" / 4''0" EQ. EQ. / 4'-0" / .. h,,�/) / / / / 2'-6" EQ. EQ. I EQ.I EQ. EQ. EQ. 2'-6" (I) 3'-O" EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. 3'-0" "3,. �' 3^ J = ' -� `i i _ f�, 311311 13„ / / / ..,.. ..____...,,• / f/Ji _ fid/ / ..� r JOB NUMBER 4" , , , 4" 4" 4" ® I,yI�3—n 4n'4" ,4n 4" 4"4" LI."4" '-`':M --..-."•....,.'" �""^"........,,,,,�_•"".`• -0--0.--7/ -,0--v.--40' It / / I I „ eN, R 5” ; ..-.---- "" ' I► :--- _it______„(.._____,---- - +,-- , CIE-426.11 N R 5 41i-: _ e _ e s:,,...ti) I .a— 11 / +�— 11 I ® q21-9-1/2" I , I R 91/2 PRINCIPAL IN CHARGE a e 0 i e 10 W 10 __ ; ' 'I 10 BOB BORTHWICKes. W R11" o o o o R11" O _� i Li O J w 0 o CWJ00 , 1/2" .i-- -~ =_.I © 11 ��____ __ ® PROJECT MANAGER • V ' I " .�- � -__" KIRK KELLER Z € 3 SHEET TITLE p„ uill u 0ulwilE1; r \ J \ S ............... ...... ..... .. j.............. k 1 -- �`/ W W`` 1 ` `,- CONSTRUCTION c U . 0 - 111111...:'--4'1 DETAILS o I .z 0 - � 1 El SCALE O , IIII W I 0 REVISIONS r I —. If A PLAN LU , I PLAN CHECK CORRECTIONS S a 4/10/06 0 III y�r,‹ Z ,, I, 0 /O ,,,:', - . z.,..„.. „*._*„„*..,„,,,,, ' '-,r ,A-e.-.7-#Arittil.-44.75, Lt. .■ a , 0 Q ' ',.. A ao i:-... / ±2'-0"SQ. / / ±2'-0"SQ. • v,,k,:,rt'�., ,, ; k HOLD HARMLESS&INDEMNIFICATION CI,AtJSE • ,-0 a '. gyp. ,'„ .;;Z:. ,....`. ;, ,f CUNTRAC"TUR AGREES TO ASSUME SOLE RESPONSIBILITY FOR JOB SITE A • FRONT ELEVATION _ „,, '�� '� 4 ,#, CONDITIONS DURING THE COURSE OF C C)NSTRLCTION OF THIS • SIDE ELEVATION ' " 0 `�W' .;]� ���" �' �' YR07L•CT,INCLUDING SAFF,TY OF ALL PERSONS ANll PROPERTY;TILAT 13 TIT'S REQCIRFL4rNT SHALL APPLY .CONTINUOUSLY AVD NOT BE e ► 1 ,�i. a LIMITED TO NORMAL WORKING HOURS,AND THAT THE CONTRACTOR 5- ,-,- - -' .j w '.� SHALL DEFEND,1NDEMNffY,AND HOLD THE OR'NER/DE\ELOPER THE / \ W , ' ` ''.11711L411/41P, COUIti'1'Y OF LOCAL JURISDICTION AND THE LANDSCAPE DESIGNER �� ri, HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED IN , - ' ' ' !' ,Y ,. CONNACTJON V6'ITH THE YERr'URM14ANCE OP WORK ON THIS PR.OJF.C'T, A ('- HEAVY BEAM SHADE STRUCTURE •: FXCF.PTIN(i FOR LLA131LITY ARISING PRO&f SOLE NEGI.IC-fF.NCE OF THE Z or- A U1�r'Nlrlt,'U1VELOPLR, COUNTY OF LOCM. .i[;RI5DIC'1'!UN AVll 'I'I�E t Q LANDSCAPE DESIGNER. 1/2" = 1'-0" PLAN /SECTION / ELEVATION -� Otf CITY n h ' n I� SHEET • u OF v Ott' `1 j _ DRAWN COYOTE CANYON SCREE: .11 ® DESIGNED PARK SITE LANDSCAPE PLANS DATE: e CHECKED A �� -Zy DRAW 1G .. /17 ASP04-00044 ci�r ;�' " ;?l is .. ..J ' 4078 0—,,,, ENG-05-00875 _..