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15570 SW PACIFIC HIGHWAY-3 C 0 ow : u CfC4) of 1� ' 40'-0" 1 �� , 07A . _.. �_ .f-- -- -. —..-- - - -- --- -0'' FOU 270FOO NDA ---._+` I :-TION RFvISI� f- — 25 9'- 17' 4 48'-0' - • �E! 0 NJr 0 O O , •, � ' ' `rel L OI Y O l a l p� N rLIMINATED J) � 0Z Z ZI-- ti C7 i._ i ( `O O r UO (� O � ocep O(�° a o a i I�� a ° oOI 0 n a VI - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F- F � u' f- V1 f- _ - - ..-................ - - - P 1 » _ - .................................. ..,.,.,.......,,..,.........,...........,....•................ . . ...............•................................ . .. ^ - - .. - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ - - - - I - - =1Y - _ ........... ........_.....,........................................... '......................,..1 33 ! 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NOTES t t it • RE ALL SHEETSJill a i:,I M it i ' i E+ :1 t . DESIGN INFORMATION AND LOADS USED: A. USED THE 1981 UNIFORM BUILDING CODE E. ROOF LIVE LGAD. . . . 25 PSF I I t71 I} I U) Oil I C. SEISMIC ZONE. . . . . . ZONE 3 "' J I_ t I_ _ _ _ i _ - . D. WIND ZONE. . . . . . . . . 80 MPH, EXPOSURE C I 1- - - - - - _ 1 I I I_ 2. FOUNDATION INFORMATION: '4 A. A SOILS REPORT PREPARED BY PACRIM tH EID 1 ' I I " 1 I i'! 1 ' I 1 ! ► I �i I ��.---- * ,® 1 ' I �1 �J J t � GEOTECHNICAL INC. WAS USED. (DATED I };I _I I Oi I C ' 1 C' I CI H PQ MAr 18. 1'95 ) 1111 - - - - - - - - - - - - - - - - - - - - ` -111r � ? B. THE ALLOWABLE SOIL BEARING PRESSURE OF Ill Ifl ' � - - - , , 2000 PSF WAS USED. I ;s l •, I •,,- ._-, ' C. ESTABLISH FOOTING IN THE UNDISTIAaEC NI- NATURAL r I SOIL. '. CQNCPE TE: I i; 1 -- I 11 •• A. STRENGTH USED. . . 300C PSI ( 3500 FOR SLABS ) tt 1 I I III Iii' rr B. REBAR USED. . . . . . ASTM A615. GRADE (30 111 t • C. SLABS d GRADE BEAMS SHALL NOT krAVf= i 'I r JOINTS IN A HORIZONTAL PLANE. ALI_ I ` I I I REINFORCEMENT SHALL BE CONTINUOUS THROUGH ALL CONSTRUCTION JOINTS. ' til 11 1 O i I ' I , !I II 1 0. SAWN JOINTS IN SLABS ON GRADE SHALL BE II i r MADE AS SOON AS AS POSSIBLE WITHOUT DAMAGE 1 1 1 1 I I I 1 1 1 rJ THE SURFACE E. MINIMUM CLEAP CONCRETE PROTECTION FOR I ; ; 1 ' III REINFORCEMENT $HAL(_ •BE AS FOL44WS UNLESS NC,TED OTHERWISE*- I 1 - _ I . CONC. PLACED DIRECTLY AGAINST EARTH - 3 2. FORMEDSURFACES EXPOSED TO WEATHER OR I '• `: I II 1 EARTH: '-, _ ,• I Ill A. sty BARS OR SMALLER. . 1112 INCHES.. 1;11 •. .; B. ss6 BAR OR LARGER. . . . 2 INCHES II;1 iI 1 r 3. SLAB ON GRADE. . . . . . . . CENTER OF SLAB J' - r M I N I Mi IM LENGTH OF L 4FPE,C SPLICES SHALL BE 1 ' I ' _ I •. -• - - _ - _ - " _ - • AS FC' LOWS UNLESS NOTED. STAGGfri� SPL ICES T ^$ _ ItV, WALL SQ Tl4AT NO TWO ADJpC6tll ARS ARE ' H I 1 I ' I SPLICED 1N THE SAME tOCATION. WELDED WfRE'• ` - - � I I DI i •M'• ! - 1 114 I , I FABRIC SHALL BE LAPPED ONE FULL MESH AT THE I ' ' - - - - `1 - I D 1 I - - - CI I - _ _OI _ - 1' D I I ! HI11 1 SIDES AND ONE FULL MESH PLUS 2" AT THE ENDS. ' ' - 1 �I MAKE ALL BARS CONTINUOUS AROUND COFINERS OR - ` PROVIDE COFNER BARS OF EQUAL SIZE AND S�'ACING. 1 I BAR SIZE SPLICE LENGTH I ' I 40 - .. ..-1 6 I i} st6 35" _ } C. 27 I .. . PRpvIDE c2l-ss5 BARS. ONE EACH FACE, WITH I : I Ii11 IEI 2' -0" PROJECTION ON ALL SIDES OF OPENINGS I � 1 • • I IN CONCRETE. GROUT FULL WALL ON GRID 1 4 . MASONRY: I ' '•I A. MASONRY UNITS• . . ASTM C-`10. GRADE N. 1 r I {1 V F 'm=13.5(1 PSI �� I ' I O v C B. MORTAR. . . . . . . . . . . ASTM C-270. TYPE S ';;.t 56-3 C. GROUT STRENGTH. . .2500 PSI 1 ;1 ® 1 1 w II L D. REBAR USED. . . . . . . . ASTM A615, GRADE 60 E. REINFORCING BAR I_ AP. . .40 BAR DIAMETERS I I I I a E F. TYPICAL REiNFORCINQ. UNLESS NOTED IS: I I y -4t6 VERTICAL BAR AT 2' -0"O.C. I ; I V -(2 )-ss5 HORIZONTAL BARS AT 4 ' -0"O.C. G• SPECIAL INSPECTION IS REOUIREC. I I 1 . I 1 H. THE TYPICAL BOND BEAM OVER OPENING IN THE I d WALL SHALL HAVE ( 2 )-3*5 BARS. I 1 : I 1 . LAP ALL BOND BEAMS WHERE STEPPED 4' -0" !- , (.. - _ - _ CL I- - - - - - - - - -I J. THERE SHALL BE A MINIMUM OF ( 1 l-sty BAR ABOVE b I BELOW EVERY EVERY OPENING AND SUCH BARS SHALL EXTEND '0 t t I ' ' a+ o r l)T LESS THAN 24 " BEYOND THE CORNER OF THE (1, 1 1 I I OPENING, ON EACH SIDE OF THE OPENING THERE I - - + - I E c .. I •n ::H14't't-`Bt-A-- HEIGHT ss 1 1 � _ - _E I I EI -1 I I-/ 1 Cl - 1 ... .---- -• -- - --- - JI - •- w `e f''6iLL Ei 6 VERTICAL BAR. - _ _ - _ - - - - - - - - - _ - - • E) t "1 r • I rr 1 - - _ E K . AT CORNERS AND WALL IN'iERSECT IONS.' QRQUT � "' �---�-.... .w•-•••'`••w. THE ADJACENT CORES WITH A VERTICAL BAR AND �' -- +- r I' I Q c LAP THE BOND BEAM STEEL OR PROVIDE CORNER ' ' " BARS OF EOUAL SIZE. I 1 I I liil , O I 1 v: t1l1 ti 1.{ �I9 F:{ 1 t �l VERTICAL BAR I N OUTED CEtL ° I I RESHOP 'G DRAWINGS FORS RNER BAR---- - i, LGCATION OF COLUMN IN WALL AND FOOTING.Nb BEAM STEEL-- I . 4 ---- - --- - -- 2. BUND BEAM HEIGHT AND STEEL REOD AT SHOPS ROOF. I ! I 3. LEDGER HEIGHT, ANCHOR BOLTS, AND 51MPSON STRAPS AT SHOPS ROOF, till I L. ALL VERTICAL BARS iN THE MASONRY SHALL ; I - BE LAPPED WITH A DOWEL OIIT v. THE FOOTING � t• ' OR FOUNCATiON WALL OF F;uAL SIZE UNLESS NOTED. ' M. VERTICAL EXPANSION JOINTS SHALL BE PPOViDED I ' I 1 1 IN THE WALLS AS SHOWN ON THE ELEVATIONS. Iljl I ..... 1 I f SHEET 3. 2 I : I .. I 1 N. REFERENCE THE ARCHITECTURAL DRAWINGS FOR ' I . I I ! ' I THE TYPE OF BLOCK USED. RE: 3.2. n. F'rrt cHALL BE TESTED FOR COMPLIANCE IN ACCORDANCE ' I WITH UBC SECTION 2405 (C), METHOD 1, 2, OR 3. ' P LAY MASONRY WALL UNITS IN RUNNING BOND. 1 • i • 1 I I 0, ALL ANCHOR BOLTS IN MASONRY SHALL HAVE, t" I 1 I . 1 GROAT ALL AROUND (TEMPI-ATE SET AT CORED HOLE I I N I 1 � IN MASONRY) ' I _. _... .. I 1 , l\'•''•: OJ V) t0 I i LAJ ELIMINATED STEP ' i 1•. ' 4 0 O IN FOOTING 1111 0 r C1 1 t 1 1 FOOTiNG SCHEDIULE 0 � (` p ' I : I11 0 w a K SIM. I ; I FTI,. DETAIL COLUMN FOOTING 512E REIN. (EACH WAY J TOP OF �; .•� r - - - 1 _ _ _ . ° ° FT(; - - - - � - - - - - - - - - - - - - - - - - - `` .....................................:.......................:.........� . - - - - - - _ - - - _ - - - - - - - - - _ _~ - r r r _ _ . 1 J(l .23 A _ - - -- - - r . _ + ..- _ -w 54-7 6X6X1 /2 5 -0 k - - ( n ) ssl5 X 4 99. 17 - - - - - »........... . - - - - - - - - - - - w _ r I NO 0 ( '- - - - - - - - - - - - - - - - - - - - - - - - - - - - -• - - - - - - - - - - - - - - - - - - - - -..a.._.._......._......_............ t......7. i....................,...,................ ,....... _. .........................' ........ ,........................•'....... 93657 R K I(I B+If 4- _ Y o - - - - _ _ - , - - - - _ -1 - - - - - _ - - - - - - - - - - - - - - - - - - - - - _.._.._..._..V..1.+..`.._..................................... ,...................:......:.:. ':�.. 1 S 7 _ I",x6x1 /2 5 -0"k5 -O"X1 -0 6 ) ssS 4 -6 _A 00 � � _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � • I � � � r °,, O.T.B. DATE: Y C 54-7 S AX8X5.'16 5' -6"X9' -6"X1 ' -:/" ( 6 )-sty x 5' -0" 99. 1 7 I _ S4-11 07i14/95 D 54-7 5 8X8X5/16 6' -0"X6' -0"X1 ' -2" ( 7 l-ss6 X 5' -6" 99. 17 °c \ r � �., I- - - -- - - - - - - - - - - 1 PLOT-f'F.D: In 07/24/95 • -TOP OF FOOTING - qP )0 ") 1 E 54-7 � 8x8x5/16 7' -0"x7' -0"x1 ' -4 " c 8 )-•st6 X 6' -G;1 99. 17 F 54-7 EXGX1 /2 7' -6"x 7' -6"X1 ' -5" ( 13 1-ss7 X 7' -0" I 99. 17 "..'•` • _ _ CHECKED 9Y: (;rw 54-7 AXAX5/16 8 -0"x8 _ ,. IE':........�jl .',..'..I - -....:i`: I - - - -...'..:,! op ... ....:jI P.H. - -O"X 1 -6 c 1 0 )-st7 X 7 98 00 I L,l1...! 1 (i! , II, r' H* S4-9 S 6x6X1 /2 5 -0"%5 -O"x1 -O ( 6 )-sty X 4' -6" SEE S1 - 1 L I�! � ! G!}' ��l.A'a ('d 1 N ;_a ! j� Ag"ov� C"O OF DRAWN g Js S4-9 'a 6x6X1 /2 6 -0"x6 -0"X1 -2 c7 )-st6 x 5 -6 ' SEE Si _ - - IM M _ _ _ _ _ i- - -I - - L Comfto�YApP►vv ........................ R rr For n11Y thA ' ed............. ........( K S4-5 MASONRY 4' -6"X4' -6"xt ' -0" (5 l-sty X 4' -0" SEE S1 F'ERA9TNn�,QLif' eac I: gHEE? Tl ft L 54-•25 &SM 6X1/ 4 0„X5'-0"X1 ' -O" *5 AT 11 "O.C. 98•. 00 a,:,,,w .......,.. 800 tr';cr ta::Fc,:,,,w � .... ... tach. ............................i is Id 54-26 TS 6X6X /2 5 -0„Xy' -0"X1 ' -0'" 5 AT 11 "0.C. 98. 00 -------- Job4e, ........NORTH FOUNDATiON PLANMASON Y8 . ' N 54-10 T5 6X6X1/2 4 ' -0"%4' -0"X1 ' -0" ( 4 )-rs'S 'X 3' -6" � SEE S 9 0 S4_7 TS 6X6X1/2 5' -6°)'S' -6"xt ' -J" ( 6 )-ss5 X 5 ' -0” 99. 17 rsflt" RE Al '1 'I y- p ZS HE! , NO Cite:_15 P C4-13 MASONRY 'I' -0'xh' '-0"X1 ' -O" 'SEE --may sty A T 1 1 ”O. C. 5 1 c"Q CST * COAT S _L BELOW GRADE WIrti TWO COATS OF ASPHALT Ei•(UL > IC^1 *� GROUT FU'- L THE ENO 4 ' U" OF WALI- AND HAVE A -.•_-4 i`r,ri„ „ s*F, VERTi�AL BAR IN EACH ;;ELL �PIANSMUS7SE(�� A a �VP Wy. Isco iv '�S i"'1" NOTE: AL.I. ANCHOR BOLTS IN FOOTINGS SHALL BE �M" ROUND ' , 1°IA si x 1z' A3'07 BENT BARS L2'' ��t 1 1 ,or � R E V I S E C: - 4/ . moi*, . c t � -�•"1�M� C � .,,•,qy 1 .. rr, 'r •�..,....:II' ._.'.. �.. �•b K,.,� .:. 2. r•.:. ✓i�'.. ,+•.1i.•' .� '0 .Y'r _. +. �� _ Y._ .. ... �.iL�...'"��.. .::� oa..ltti...1C,.►..��•'iD► -.!Mtv. ,,.--�r� - ♦ i .... :..� -.: •.• .. ."�,N•.. i'Vir�,[�' ,� .�.._ t ...__.-_s. 11tIr�lE9►.;r. .... _. - ._ L1iol�'. _ .. ..'.'+F!16..._ ' .x- , .3". .• . . - ., ... ° . r .. .. i. - .-. _ _. �v..Mr_ ..,�.J 1! d,t - - r , ..a • r , ..�-�•.-.v,.m-. .,- , -,-, -,_ .�,,, -, 7777. � .�i ..:. ., '... ._ A- i i � � . _ � � 7777.. 7777.. . - �.... _ .. _ .-... _ > > �l 2 2 4 g 4 - -- Q Q Q Q� ic '6 6.1) _ - REVISION$ Y r 7 7.2 --- - -- ____ -.-_ i i ,� Q Q 1 NERAL N 4� E S , 1 � Q Q I I � I I I I A oa�o��ys - PREP.RM.- SLOPE CONC.SLAB. I I •ADDED FLOOR DRNI,i w FLOWER I I I I I I I I I i - I I I I 1. COORDINATE THE LOCATION OF THE BLGCKOUTS FOR CASE REIEREHCED N 1YPICAL DE1A♦LS i I I STUB-UPS W/ THE REFRIGERATION CONTRACTOR. 1 I I I I I I 25 � 28 4Dt�D ON SHEE1 S3. I i I i 1 2. REFERENCE Al-1, A8-1 & 'SI-1 FOR ADDITIONAL INFORMATION. I I I I 1 I I I I I I 3. HOLD THE FOUNDATION WALL DOWN AT THE DOOR LOCATIONS _ ___ _ __ ___ & POUR THE SLAB OVER THE FOUNDATION WALL. _ - --T _ __- I _ 270'-0" __ - i I I j j 4. REFERENCE SHOP DRAWINGS BY THE COOLER/FREEZER �- i+' - MANUFACTURER TO COORDINATE/VERIFY DIMENSIONS OF RELATED I I 1 ----t---_--.. _ _�___t___.__�-_ _ _��__�____`______--------- I I I i I j i i T-- ------T----- _-__.___- _ _ CURBS & PITS. SACK FINISH CURBS. I I I I 1 i I I I I 5. ALL MINUS & PLUS DIMENSIONS GIVEN ON THE SLAB PLAN AT ` I I I THE DRAINS & SLOPED AREAS ARE TOP OF CONC. W/ RESPECT I I I i I I I I i i TO THE. FIN. FLR. ELEV. OF 100.00'. I I I i I I I I i i B. THE TOP OF THE FLOOR DRAINS ARE I/e" ABOVE THE CONC. IN i i I i i i ALL AREAS RECEIVING FLOOR COVERING, RE AB-1. I I I I I I I I 1 7. INSTALL FIRE SPRINKLER RISER W/ 2" VOID IN CONC. SLAB I I I SURROUNDING PIPE. FILL VOID W/ EXPANDABLE CAULKING. I I I I j I I I 8. PERIMETER INSULATION, RE: S3-6, IS REQUIRED 1 i I I i i I c LIGHT BROOM FIN. FREEZER SLABS, SMOOTH TROWEL FINISH I I 1 i I I I I j i COOLER SLABS. ,, I 1 i i I I I I i i 10 NO CHEMICAL SEALANT OR CURING COMPOUND AT MEAT ROOM PROVIDE MOISTURE CURE ONLY AT THESE LOCATIONS. I I I i I I I I i i BAKERY FREEZER AND FREEZER BOX SLABS. I I I i I I I I I I 11. APPLY CURING COMPG`JND TO ALL EXPOSED INTERIOR SLABS � I I i I ! 1 I I I UNLESS OTHERWISE NOTED, RE A8-1. I I I i I I I I 1 12. ALL CONCRETE WALKS ARE (0 HAVE ROCK SALT FINISH. -- ----------------------------1_- _---_--- -__I _--_---_-__-_-_- _ I -_--_-__-_-__-_--- ___--___I _---_-_- I I I I I 1 N 0 F-'OnO dI -QQ �I _-_______" _::: : : _- - _- �^�-_ ___------_________________ ____-___ ____-_1--__-___---__ __-___- __- _---'-•--_- - •------ I -----...---•----- I------' ------ ,vt t M ..... ......1. I II I I \ 1 4- i �[) I I •i .�'� ......i� I :... .. 1:. .. 7777 A 7777 ';:; 7777.. l.� 7777. ... :i. •i I I 7777. 7777 .•}•. . .. .:i• 7777. ; L t 1 .......:) t::....:i' 7777...:} t:: I V _7777.. ..,...... 7,777... _._. .. .. --� ( �Q 1 15'-11"I I I j :P I3,_3„ - --_ _ 11_pl� ii............. ': .3................... ... I \` . CSD - , ... 7777.. ,7777.. , 7777. 7777 7777.. 7777 _ - � - i a 5' 3 �- I .' (.., ... S3-2 6 ; ----- 34'-8.. o . .. I ` � 0 zI TVP. I - -I - - ---- I----- 38' 9" - � 39 -9" A I ! - -- - . 12'-6" I .. i �\ .1 I ( i 1 . r i V' +-_ IA / I I ( N I \ �j O 0 ! 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SiMa' N;.. \ �\ i_....��-_ - -�.••-.r-�7'_ _-__ -__ �_� __ __- - I 1 I 1 1 i :�;,. , .•_•--_•--: ..._7777 .. 1 -..-7777 , - - -r=--__=_-'=____=_=-r==-_�_____________-- - --- I - I I ♦ n r' -n' - --_____________________ ________- -we.�r .�'9p�gp�•xFvw..r.,-.rmf _ ..�.+n-,w.,.'n*•p-•••,n ...-�+-,'v..•,...,-•...mn,.-..,..• �-mm ., ,,-...nr,-rm•n.....•._•,.v-�=•.,•.-•.w,a+••e.-i..nam.,r:-ce�nrn•r.-.;. .,e..,,, ....-,.., ..•-�-r•. ,.,...-,-„•...,. - .,-.. ., :. .... +.tnn+�^ • 71F.� :ZEVISION3 .:� 13/04/95 CON i. •4, 1"YPICAL '-� CONT. 94, TYPICAL. ADDED DETAILS 25 26- FINISH ON GYP BD - 6" 4” COOLER BOX _4_" 31/2" 2" AIR SPACE COOLER BOX 4"_ 31/z" 2" AIR SPACE COOLER BOX 6" 3'1/ " 4" COOLER BOX 4_" 3�/2" 2"3'/, " 4" COOLER BOX 4" 31/ ' EA. SIDE OF 2 X 4 �` ._- WALL PANEL � ' -'r WALL PANEL -.— I -�' WALL PANEL — # -- WALL PANEL — - '�` - -'�- — WALL PANEL -- - OR 2 X 6 STUDS -CONT. •4'S, TYPICAL. (BY BOX SUPPLIER) (BY BOX SUPPLIER) I -_— (BY BOX SUPPLIER) lBY BOX SUPPLIER) (BY BOX SUPPLIER) _-_— AS REO'D �--- - � - --- - 1 - -� CMU W/ STUD WAIL -CONT. •4'S, TYPICAL. STUD WAI-L , PROVIDE EPDXY , CONT. •4'S, YPICAL. 1 BASE & SIDES C.AMPOOFING � VERIFY WIDTH 1 STOCK ROOM I AT TOP OF AT INSIDE FACE - & FINISH---------- - -- VERIFY WIDTH c y d FINISH- I CONI. 04. TYPICAL. (j) L0 CURB IN �. �' • MEAT PREP. r / \ a } n \ AS SCHED. a �' FINISH- 1 0 Ln 4" CONC. FL R SLAB " I 4" CONC. F L.R SLAB --J / 4" CONE. FLR SLAB - 4' •CONC. FLR SLAB •� • 4" CONE. FLR SLAB - 4 CQNC. FLR SI-Ar -- W/ TYP REINFORCING W/ TYP REINFORCING 1 W/ TYP REINFORCING W/ TYP REINFORCING W/ TYP REINFORCING W/ TYP REINFORCIrvU { •3 REBAR X 20" d •3 REBAR X 20" & 93 REBAR X 20" & •3 REBAR X 20" / & 93 REBAR X 20" & •3 REBAR X 20" LONG 030 O.0 LONG 930 0.0 LONG 030 O.0 LONG •30 O.0 LONG 030 O.0 / LONG •30 O.0 WHERE OCCURS •3 BAR X 6" LONG •3 BAR X 6" LONG - •3 BAR X 6" LONG -- 93 EAR X G" LONG - •3 BAR � 6" LONG - i� 93 BAR X 6" LONG AT 24" O.C. SET IN AT 24" O.C. SET IN AT 24" O.C. SET IN AT 24" O.C. SET N AT 24" O.C. SET IN AT 24" O.C. SET IN EPDXY FILLED HOLE EPDXY FILLED HOLE EPDXY FILLED HOLE EPDXY FILLED HOLE EPDXY FILLED HOLE EPDXY FILLED HOLE wa � CONC. CURB W/--- CONC CURB W/--- CONC. CURB W/ - CONC. CURB W/-- CONC. CURB W/--- CONC. CURB W/ ------ TROWELED TOP & TROWELED TOP & TROWELED TOP & TROWELED TOP & TROWELED TOP & TROWELED TOP & I SIDES & 1" R BREAKS SIDES & 1" R BREAKS SIDES & 1" R BREAKS SIDES & 1" R BREAKS SIDES & 1" R BREAKS SIDES & 1" R BREAKS WHERE OCCURS WHERE OCCURS WHERE OCCIIRS RIGID PERIMETER INSUL. TYP 0 EXT'R WALLS CO Q p :3 >�0� CURB CURB CURB CURB CURB //�� CURB t U Co 1 3/4"-1' 0" 2 ) 3/4Y'•1'-0" 3 3/4"-1'-0" �. 3/4"-1'-0" 3/4"-1'-0" V 3/4 -0" V Q 00 RE S2-1 RE S2-1 RE S2-1 j RE: S2-1 RE, S2-1 V C 908 O d-G Lo ; FREEZER BOX -FREEZER BOX FIN ON EXPOSED -FREEZER Box -FREEZER BOX m I FINISH ON GYP BD 4" WALL PANEL AIR SPACE AIR SPACE - - - 6" 31/ " COOLER BOX 6, 3/ FREEZER BOX 31/ WALL PANEL O C WALL PANEL : FACE OF STUD WALL 2" i1/ " (n 7 EA. SIDE OF 2 X 4 (BY BOX SUPPLIER) - -�,� WALL PA EL -�f X 4 P.T. SIM AT REFRIG. BOXES '�` FREEZER BOX �' O OR 2 X 6 STUDS _ 1 _ COOLER BOX 4•' 2 W/ NO CURBS FREEZER BOX I o AS REO'D WALL PANEL CONC CURB W/- - CONC CURB W/- - THERMAL BREAK (BY BOX SUPPLIER) CONT. •4, TYP. TROWELED TOP TROWELED TOP F -- BASE AS -- '► CONT. 04, TYP.- <- -- FIN. AND GYP BRD. ON CMU W/ & SIDES & W/ 1" R & SIDES & W/ 1" R Ct RB WHERE OCCURS ON PLAN SCHEDULED EXTERIOR CMU WALL- 2 X 4 N.T. THERMAL BREAK 2 X 4 P.T. THERMAL BREAK 2 X 4 P.T. THERMAL BREAK `+ OUTSIDE FACE OF WALL - (DAMP PROOF I.S. FACE) // - STOCK ROOM CONTINUOUS TO FLOOR DAMPOOFING AT BREAKS WHERE AT BREAKS - GONG TOPPING _ 1� CONTINUOUS AS REO'D AT INSIDE FACE -- OCCURS _ CONC FLOOR / / SLAB ON RIGID / - CONE TOPPING - , SLAB ON FRIGID SLAB SLAB ON FRIGID 1 n- 'N ar = CONT. 94, TYP. - i SLAB ON RIGID COOLER BOX a :N , URETHANE INSUL. `u- % N --- _ URETHANE INSUL. URETHANE INSUL. URETHANE INSUL. �--� a CONT. •4, YP. 4" CONC. FLR SLAB • I •. j •- l - ��• ro P.T. PLATE - ��• �' So F W1 TYP REINFORCING & •3 REBAR X 20" 4" CONC. FLR SLAB � '• ' U �J LONG 030 0.0 W/ TYP REINFORCING 03 BAR X 6" LONG 03 BAR X 6" LONG d •3 REBAR X 20" AT 24" Q.C. SET IN AT 24" O.C. SET IN -- PERIMETER INSULATION 93 BAR X 6" LONG - LONG 930 O.0 EPDXY FILLED HOLE -• EPDXY FILLED HOLE T !" v v ��,� T _ - a TO FOOTING •__-• - v WHERE OCCJRS AT 24" O.C. SET IN �C' - 0 EPDXY FILLED HOLE 03 BAR X 6" LONG CONE. CURB W/ - AT 24" O.C. SETT IN EPDXY FILLED HOLEV 6 MIL. VAPOR - 6 MIL. VAPOR CONC BASE SLAB O TROWELED TOP & 6 MIL. VAPOR 6 MIL. VAPOR BARRIER EXTEND BARRIER EXTEND IN SINGLE POUR SIDES d 1" R BREAKS RIGID PERIMETER BARRIER EXTEND BARRIER EX-FEND WHERE OCCURS INSUL. TYP 0 EXT'R OUT OF PIT OUT OF PIT OUT OF PIT OUT OF PIT WALLS (INSTALLER TO CUT (INSTALLER TO CUT ONSTALLE.R TO CUT (INSTALLER TO CUT S AFTER BOX IS SET) AFTER BOX IS SET) AFTER BOX IS SET) _ AFTER BOX IS SET) CURB CURB FREEZER BOX SLAB FREEZER /COOLER BOX SLAB 777 FREEZER BOX SLAB 12FREEZER BOX SLAB .� w 3/4"-l'-O" 3/4"-1'-0" 3/4"-1'-0" 1 0 3/4"-1'-O" 3/4"-1'-0" ' } RE: S2-1 7 RE: S2-1 [8] RE: S2-1A 09 RE: S2-1 RE: S2-1 RE 52-1 I U /_ ERIF'v PIT DIMENSION NOTE: CL _FREEZER BOX FREEZER/COOLER BOX W/ LCVELER MFGR. , -DOOR PLUG 1. ANGLE BETWEEN SIDE & REAR CURB WALL PANE! WALL PANEL FREEZER BOX REAR CURB ANGLES MUST BE EXACTLY 90• 31/2 X31/2.. ANGLE 2. PIT SIDE WALLS MUST BE PLUMB & FREEZER BOX FREEZER BOX _ I per' SMOOTH - TROWFL FINISH FLOOR - COOLER BOX If - SIDE C'JRB I � c,� 3. REAR PIT WALLS MUST BE SQUARE 'A -2 X 4 P.T THERMAL BREAF; --- 2 X 4 P.T. THERMAL BREAK .� W/ DOCK FLOOR /4" REVERSE SLOPE - - - - 00 W ANGLE 1 O�� PERMISSABLE -CH N W CONE FLOOR ,i , - CONE TOPPING CONE FLOOR 1 - CONE TOPPING ''OHC FLOOR CONE TOPPING -�i Q ' 4. SIDE CURB ANGLES MUST BE EXACTLY � W 1 X 90• TO FACE OF DOCK SLAB SLAB ON RIGID SLAB SLAB ON RIGID S'_AB 1/2" SLAB ON RIGID FRONT 4� T- URETHANE INSUL. URETHANE INSUL. URETHANE INSUL. CHANNEL i� `� 5. ALL CURB ANGLE JOINTS TO BEF L �y i �`vy♦% WELDED SECURELY O (n • - , . -_- - - 6. USE I X 6" CONC. ANCHORS 0 Q - /2" Z • :•. a .. ' �.. y , i 1'-0" O.C. MIN. • — uV • ,� —�f—_ • ��!-M a.._ • M fir-- -�— !-1 •� •• '� M 6.1 .:�. _- •-�. .- ..'. , :. r.`- ' 7 STEEL MUST BE Ln . CONC. BEHIND PIT T_ Z VIBRATED WALL w ` - ��\• •: �; ;.r•,, ao ��•'•01 w _ __-�-- / 8. ALL DIMENSIONS TO BE COORDINATED 4" 2' 4" - - 1 (' W/ EQUIPMENT SUPPLIER ` W �, ' .1•..:• � •• - �- FRONT LOWER r CURB ANGLE I 2" 2" MI TYP. IN FINISH GRADEuj - -- ry• r. 1'-4" •3 TIES A7 24" O.C.-,,, • - _ _ - I V -- 3 -I k V O 5 MIL. VAPOR 6 MIL. VAPOR 6 MIL. APOR BARRIER EXTEND BARRIF_R EXTEND BARRIER EXTEND I I I 4 - •4'S VERT. .":' " • i o _ (AT EA. CORNER) 7 OUT OF PIT OUT OF PIT OUT OF PIT _ o (INSTALLER TO C',- (INSTALLER TO CUT ,NSTALLER TO CUT - - AFTER BOX IS SET) AFTER BOX IS SET) 4F TER BOX IS SET) "WVV ;�, 4x4x3/8 ANGLE ANCHOR LAYOUT FOR -� 4'-0" HIGH A� CURB ANGLES TYP. F 1' 0 BOTH SIDES �-OPENINGS LJ u FOR CONDUITS. TYP. AN LAYuUT FOR ��• -� FRONT CHANNEL TYP. - c Q FREEZER BOX SLAB COOLER /FREEZER BOX �1 FREEZER BOX SLAB DOCK LEVELER � � ELECT. CONDUI"f ENCLOSl.)RE [L8 NOT USEDI [13 3i4"-1' 0" �. 3/4"-1'-O" 3/4"-1'-0" 11/2 1'-0' - = y I/4"-1' 0" REQ S2-1 REQ 52-1 REQ S2-1 RL• S?.-1 REQ S2-1 _ - � � ll! Go ��I/1� a 3x NAILER W/ BEVELED SIDING ON TOP v! ,^ . VI y – 24 GA. GALV. SHEET METAL DOPING - - INTERIOR SPACE " d 4" CONC. SLAB W/ - - v 6 x 6 - W1,4 x W1.4 W.W.F. W/ 22 GA. CONT. HOLD DOWN CLIPS. i RE• A3-2&3 1 „ 9 PAINT EXTERIOR, TOP & INTERIOR FACES /2 ISOLATION JOINT u o FASTFNERS THROUGH NEOPRENE E - o L FILL W/SELF LEVELING SEALANT. W EXTERIOR WALL, a WASHERS AT 24" O.C. �WHERE OCCURS - /," I X 18" LONG SMOOTH SLIP ADJACENT CONC, DOWEL AT 18" O.C. (ONE END SAW CUT, , OR PAVING - - CONC. SLAB $ I/2 m COUNTERSUNK EXPANSION BOLTS - ON G''ADE E NOT SHEARED) 12x8x16 CONE. SLAB AND REINFORCING,- -UNDERFLOOR DUCT, � }' 6" CONC. SLAB W/ 6 X 6 AT 4'-0" O.C., STAGGERED TYP. RE: S1-1 RE: 52-1 & E5-1 pp f . W2.9 X W2.9 W.W.F. --6" CONC. SLAB W/ 6 X 6 • • (3) •5 CONT. BAR W2.9 X W2.9 W.W.F. (3) •4 CONT. BAR --- - --- -3,_0 FINISH GRADE (2) •4 CONT. BAR FINISH GRADE RE: S4 URB, iv L -- • -�� RE: S4 ------ - --1 - - � `• 12.' °,, •—�x -- '� - -- -- _ --- `-FOR CONSTRUCTION x .x / -Il �. N - e =1111=1111•,._ DOWELED JOINTS ONLY - a JC °4 • 6" CONC. SLAB W/ 6 X 6 ' s v • j - ---- --� �o �— ° ° W2.9 X W2.9 W.W.F. =1111 0 EITHER MAY / 4' (,ONC. SLAB W/ • D -FINISH GRADE x , , - BE USED / 6 x 6 - W1.4 x W1.4 W.W.F. `--- 12 VARIES, RE S2 1 " ° V,=RES, RE: S2-1 •'- � Ihhl�--------JJJ V. " X 1" SAW CUT - FILL W/ 2'-0" 6 _- ° - - -�-- nx SLF LEVELING SEALANT MIN. ° ° _ 2' O' EXTER!OR WALL JRjL �� V-- x---•6----x------x---a-x - \ !' 1 \/ T Q BOTTOM OF FOUNDATION d -- """" - \\�/� 11/2" RIGID INSULATION ----- ---� ------- �/ --- -- ��V -- WALL (OR GRADE OUND SAW __CUT sEAI_Ar,r - - 2� I �--iSEE STRUCTURAL DWG'S C >,J - -� -- :FOR WALL FOUNDATION IRE: 52-1 : I ------------I CONTROL JOINTS SLAB AT TRUCK DOCK EDGE SLAB AT EDGE SLAB Al- SCREEN WALL UNDERFLOOR DUCT PERIMETER INSUL. DETAIL 1-0" 2 : 1' 0" RY4"E: -1 21 R 12-1 22 R4 V RC 521110 204 RE: S2110 19 -•._ 20 RE" 52-1 REQ 52 1 E� 52-1 ---------------- 4" 3" f T /A\ — --------- I .)OF3 NO. 51/2" 0 COOLERS - - _ 9.3657.23 5" 0 EXT. FREEZERS----__, -- • 1 O.T.F.1. DATE: 11/2" THERMOBREAK - i 07/14/95 0 FREEZER (2x6 PT) PLAN : 1 TYPICAL -- - -- 1 - -- - AT ALL CORNERS, CURBS, ENDS PLOTTED• AND OPENINGS, PROVIDE 6"x31/2"0/4" ST'I_ ANGLE EMBEDDED IN CONC. W/ 7" 0 INTERIOR _� STUD ANCHORS WELDED TO ANGLE. CHECKEd 9Y: - N.t_5. -- J STUD WALL OR DRAWN BY: COOLER BOX -- 31/2„ J.M.P. - -- -. k `�• - ---- 6,. 4 � SHEET l I TLE: SLAB �_ a, SECTION DETAILS � r0 ' o SHEET NO. 00 U Pacific Hwy, r I 13UP 95-04(x1 L 3 o1 8 O In _. --_ — -- , �N co 3 M ST'L ANGLE GUARD Q ST'L ANGLE GUARD � Nf�T USED Q NOT USI-D NOT USED NOT USED S3 2 30 [DOOR & WALL END.`'.v CONE. CUF�B �7 2� I .- ._.—.. ... .._ ..... ..ass. '<..-,. •....%.... . _. .y,,..,.... -r-s .. -4,_-rar......wa•---... ,,w;,., ,,•,. .. ...h -•-sus -.w.e. ..,h"..a...+•t �{,�ItL4s « :: ,. -. ._ -,.-- ., ^. _. .. ,_. - -- .,a�:.-r--.«� 'Y :wI•.., ..w r4...: .....+.fes• d' q i e., .• ..._. ._... ,..- -. "1 "M =' .. 'rr'e�i 'I '"1!" -. _• - - .,..... _. - ...« ...,., ,.,_, ,. ., .�".... •,••• y .:' .. ... _ .. ,., .r ntr ..: !Y Am•mr.., :.w.o-y„ -9. t�I 37 .IT.•�.. �•,.! .'R--h•n.++<•.. n• � .�""'�':+r '>�C''"^►' �".'"�L"''�"..~� y�— .. - ... A..l;. »,ham .1 ., . , ,, ,+, y :.• d r e.w-••�. �,•, ^A ► . "*t"�-r �"�' '' l y 3 7•!r •• ' ► ; ^ ,y 7 •+!" ��"`: '"�e�`- S • ° SEE A3 RiVI�'JFi� \ tl BOND BEAM WITH (2 1-sty BARS - AT GRAB , TOP OF WALL. AND • AT 4' -b 'O.C. INBETWEEN 3" MAw. , TYP, (2)-a7 VERT. GARS AT 8"0.C. ----_-.__ ---- • 2" BLOCK, GROUTED FULL SEE A3 FOR TYPE `1 • �~ STOP HORIZ BOND BEAM ' STEEL AT JOINT EXCEPT Al BACKER kUU AND SEALANT ON BOTH t '-p" � g SIDES FOR FULL HEIGHT OF WALL 4 _0., - - ROOF DIAPHRAGM 8" CMU RE2 3-5 BACKER ROD d SEALANT p • . ' COLD JOINT t rJ 6 w GRAbE u5 CONT. BAR SASH BLOCKS 24 \ AT JOINTS PREFORMED RUBBER •4 BENT BAR \ L-� CONTROL JOINT STRIP AT 2'-0" O.C. �16" , - - - - 94 DOWEL -� l4 AT 24.0.C. 4" CONC SLAB WITH 6X6-W1 4XW1.4W W I ` b - � �: -_ - \ - - - �•' B•2'-0' MAX -. �- 6 6-W2 9 2' 9 .W.F. I -----r--- 6" CONC. �y8 w;T QEG ._ � NC SLAB W/ - _, � • w - . . .t 5X6-WI.4XW1.4W,W." x w / �" V�► Ei -,►+t----� a _-- RE- FOUNDAPON PLAN -' INTERIOR EXTERIOR - - - - - - - -� _ _ (2)-5 CONT I ao BLOCK FOUNDATION WALL 05 DOWEL • C �•--st4 X 3 pAT 24O.C., - „ „ L. _ • • N \ - ` t_ :.. GROUT BLOCK - j • • • • • • �• • FULL BELOW GR. RE 51-1 ( 3)-ss5 CONT. - - �_ / F,� i _ _ _ _ -. __L_ __ _ r_. WIRE TIE BARS ON j - 6-" 11- ONE 5 BAR CONT � BfRI - •_ - - _=___ �� _ _ - - ONE SIDE OF JOINT ek- _. ,,. meson • 1) x4' 0" SMOOTH BARS 8" BLOCK GROUTED FULL I u7 BURS X 5' -6'" _ �x( 7,Zt�•�S 24" ,� �� (21.5 BARS CONT AT EACH BOND BEAM WITH GREASE ON •4X1' 6" aT24 0 o L z H/.i ONE SIDE OF JUINf TO BREAK BOND •6 VERTICAL BAR ON EACH W/•b BARS AT 8" O.C. AT 8 O.C. • • ; 3 -'I A AND CAP ENDS TO ALLOW r' MOVEMENT c (3)-95 CONT SIDE 0. JOINT • I FOR 4'-0" SECTION i a A B 8" - - - - - -___ - k - FOOTING j o (7)-,45 BARS CONT. - = O `-/ 12>05 TYP 24' T-- - -- ---- .__-- -. � -� _ ~� �0Co .11 or -� F OF ENTRY FOOTING STEPPED �=001•iNC3 WALL CONTROL JOINT FOOTING DETAIL FOOTING DETAIL SCREEN WALL a o � 3/4" • V-0' N T.S. 3/4" - 1' U' 3/4" - 1'-0' 3/4" • t'-0' 3/4" - 1'-0' rt RE' SI-1 - 4E S1.1 RE 51 1 RE Sl--1 RE SI-I R Sl-1 3 E S - � I rl . • c r FLUSH �24 RA lL 1Nf. SEE ARCH.TECTURL•L 5 DOWEL. AT t6" 4 _ , COL WIDTH 6 . O BASE PLATT � 1 -6 8 _ 12)-&5,-BARS CONT. AT TOP - -- 1/t 1/1 WI CONC SLAB W/6xb --��•- - • ,• ,� , VARIES W1.4x1 4 V.'.W F • 14 / � _ TS 6X6X1/2 - t15 EARS AT 12"O.C. .E.w. - -TS CG. > _ '/4 _ _k _ _ 8" BLOCK GROUTED FULL - yL RE S2-1 _ ;fAL'E -''-- CHAMFER g" LGN�ETE WALL � • • / F J) 8" BLOCK GR"'UTED FULL WITH (2)- - ____ - 1'-0" - --r •5 VERTICAL AT t6" 0 C • � __ 31: L I u4 vERTICAL BARS 4T 8" O.C. ti 11/2' tI 1'/t" ; 3'�2' /z" = BACKER ROD a SEALANT r+4 BENT BAR AT -- ", E _ 3 2 /t 6„ 5.. 6" _- • FOR 6' -� CENTERED ON BEAM ' 8" O.C. L4• 21't�" 21'2 - : o o I i 8" CMU, (ROUTED FULL 8" CMU, GROUTED FULL o o 7 k M5 CONT. BAR ? 12 ,` �# I j I j I l 64 HORIZON?aL AT 12"0 C - o' I I I� j I •6 VERTICAL BAR I j I I T N u4 DOWEL 2a AT 24"O.C. I ' DIA HOLES I 1 :, r (4) PLC'S --ISOLATION JOINT 1 I I I I I 4" CONC SLAB WiTh - o of I I ° EXTERIOR GRADE •I U �: ! 6x6-Wt.4XW14W.W F I (2 )-u5 CONT. T` COL SEE TABLE MASONRY FOUNDATION WALL 1 TS 6x6X1/2 TS 6X6x1/2 I \; i 3.4" BASE PLATE 51 3 ' [I I COLD JOINT COLD JOINT I I 6 CON(. SLAB WITH 100'- GROUTED FULL 6 t/2x12x3/a ' BASE PLATE 6'/txt2x�." BASE PLATE 6X6-W2w.F. o�=_� I T-1 100'-0" I 4" CONC SLAB W/ FX6- I I I 100'•0" ✓=-1 u5 DOWEL AT 8"O.C. 4" CONC. SLAB WITH I __ / 4" CONC. SLAB WITH W1 4XW1.4 W.W.F1 6X6-W1 4XW1.4W.W F EXTEND 2' -2 ABOVE FOOT ING I 6x6-w1 .4xw1 ,4w.W.F. , j 1 - -- - T RE Sl-1 r� �. • • _ BASE H'L BASE PL -- I 1 --- 2.5 CONT. 3ARS --- -- 11/1" NON SHRINK RE SI-I II 11/1" NON SHRINK ;ROUT �__-- 4 GROUT ' II ALLOW;NCE 11/1" NON-SHRINK GROUT I • ALLOW:uACE RE ;I tL� RE' S1-1 (4) 3/4"DiA.x 12" A. B. (4)-3/4"DIA X 12" A. B. F t - ` FOOTING. SEE S1 • I 1 a' RE S1-1-- </ - l4) 'DIA X 1'-0" A43. W/ • •� .� • 1 1 1 (2)-st5 BARS CONT. • • , 5X3'-4" DOWEL AT VERTICAL > /6 12 ;-u5 CONT. 84S SPACING WASHERS EXTCND 4 _ �S IE- ---1F ABOVE FOOTING W/ DOUBLE i--T --r T-- _ ! NUTS FOR LEVELING _ E-- FOOTING RE S1 3 FUC1TINi, RE 51 3 —� 4 xt' - \ -1--Ac o � �,` - -� • FOOTING. SEE 51-1 ` 0) C or J Li 4-a " INTERIOR FOOTING EXTERIOR FOOTING EXTERIOR COLUMN FOOTING COLUMN AT DOCK LANDING FOUNDATION RETAINING WALL AT DOCK 3/4" 3/4" - r 0' 3/4" • r-0' - ---�' 3/4" r-0' 3/4" T-O' � '/a" - r-U �P� � I R 1.1 11 RE St-1 k�- `, 1 4 K 1•t o ES RE 1 1 R 1-1 � E 5 7 E S � E S �q •5x4'•0" DOWEL AT EP.CH --- ----� VERTICAL CELL EXTEND 2'-2 j E-h" CMU WALL BEYOND 100.OQ � L3x3x'/4 CONT W/•3 FIELD VERIFY 4" CONC. SLAB W/ 6x6- THE BOND BEAM STEEL AT THE ROOF ANCHORS AT V-0" O.C. --- - W1.4XW1.4 W.W.F. DIAPHRAGM IS TO BE CONTINUOLI.S � LEvELER 512E COLUMN TOP PL, SEE S5-3 PAST THE COLUMN FIELD VERIFY CLR 8" BLOCK GROUTED FULL . • (2 )-rs5 CONT. AT BOND BEAM HEIGHTS ( 3 I-ts4 BARS CONT. Y4"DIA A325 BOLTS PER --=__'-= r4> PLC'S- __ - __ •4 VERT. AR AT 4' C. I • •.. EXPANSION ANCHORS P�R ----�+< .. , ss4 BENT BAR X BUMPER MANUFACTURERS 6'-0" AT 12"O.C. _ �- E B 0'0 Y SPECT ICATION5 H ..+ -j a 4" CONC. SLAB W/ H RE 55-.. - --EI" CMU, GROUTED FULL •4 BARS AT t2'O.0 , E.w. j RE SS 3 12) Y4"DIA A325 BOLTS • • -- ' I 6' S' 2 6 X 30'-8' _ 6 VERT. BAR I .4 AT 12' 0 C 6xW,8" ANGLE x 1 ' -0" -� - EA. WAY EA. FACE GROUT FULL THE CELLS THAT I I TYP, COLUMN TOP PLATE, 2„ i ;� / THE ANCHORS GO INTO--I I I RE. S5-3 I • • 2-6I _ •-r" CONC• ir SLAB w I TH CLR.' 1/t" x -- _ bx6-W2.9Xw2.9W.W.F. Ft. VERT I CAL 2 •6 x " r -b Y' _ 30'-8 \ CL TS' COLUMN, SEE S5-3 uG BAR • • • • - :\ q5,r0 b" 4 N 1 I I TS COLUMN, SEE S5 3 ! I I 116' -O" AT TOP OF ARCH ; STABILIZER PL 3/4X4X6 (TYP 1 I RE' A3 / ° `�--- ISOLATION JOINT W/ '+r--- 'T ' v ,YP r 1 I 1 \ STABILIZER PL �/tXax6 5 / /4 I I i SECTION THROUGH COLUMN I 2-•h X 30'-8" 2-•5 CONT \•I• s - -/------ -0" (31.5 BARS CONT. I I ------ - - --- \ _ c� - -' \ I II BEN IO MATCH ARCH I I H - - 1 DOUBLE JOIST � ' --n----__--� I I 1 - -- ---- ---'1--_--•7� ' � RE 55.1 IL •4 DOWEL AT 12" 0 C. NOTE I I JOIST GIRDER, SEE S5-1 I I � (10X15.3 I I I • • LINTEL BLOCK 0 _ _ DO NOT WELD GIRDER I I NO ''aLLD I 114' -0"-•0" AT BOTTOM OF ARCH - ✓✓✓ - (2)•5 BARS CON f, 4X12Xt/?"' PLATE WITH BOTTOM CHORD TO ' I 2" TTP RE; A3 _- (2 )-3/4 X 6" ANCHORS STABILIZER PLATE. 5 ,___..._----- - •---_- �- INT BLOCK � 6" t'-0" 6" 8" BLOCK WALL L EL BLO _ 2'-0' Lt- TRUCK DOCK & LEVELER HEADER DETAIL JOIST GIRDER — COLUMN .iOISjT GIRDER — r:OLUMN LINTEL DETAIL LINTEL DETAIL qn.3/4" 1 0' 3/4" 1' 0' ',/4 1 U 3/4" n' 3/4 1' U 18 ./4 1' 0' -R �,5 t RE S5-1 RE .55 t _5_ 1 16 F_ R _ _ - _ RE ,1 t E S., 2 � �� . � .. u , �o JOIST OR BEAM, SEE PLAN — Imo• O n ! �L _ • _ _- �i+ EOGE OF FINISHED COLUMN �� II .I, TIESTS 4X4X1/4 TRUSS ►� MAJ . . EXTENSION TO I I I -/a 4, e'up.&1L,*(L -- a p, O,G• EA, WA`(- USE 135 DE GRE ; HOOKS TACK WELD EE 1 SO WELD TO COLUMN I I I ° r NOTE REFER TO ARCHITECTURAL AND WITH 2 112 E.XTENS ION �- (2)-ss4 VERTICAL BARS I I I MECHANICAL DRAWINGS FOR NO IN EACH CELL i, 4A10-22 TRUSS I I -- TS 6x6X't! COL UMN a _ SIOPENINGSZLOCATION F ATIO O EEL OF W1 OX22 -.� SECTION THROUGH COLUMN � , , a FlE. A10-22 1 I -�•.�_ 16. � FkaME FOR ALL OPENINGa BEAM. SEE S, 1 I I I LARGER THAN 12" DIA OR ' I ' I I 1'i 'x. SO I STIFFENER FL3/B 4 4 1 - < EA. SIDE i Y I I , - /J - > Tp, OF WlCX22 lS a /4 4 ,E-- - ' ?' STIFFENER. BOTH SIDES I I «---1 L BEAM, SEF 55 1 2" 8" 2' �6`' HIGHER THAN .I I I 3-�-- THEA TOP OF WIOX30 �� BEAM SEE 55-2 I I Ie 40 - - c 2 )-3/4 A325 BOLTc ITH L6"x4"x5/16"x0'-6'(TYP ) ' "' T' ( ' IA. X At STUDS r 12X3, 4" PLATE X WIDTH (IF Pc - - --1�•-� - _ -�L VM B fSTIDEPTH F 10" BEAM 1 ',3' -57,8' A108.ACDEFORMED"Y-4" ANGLE WBP \ t L 4x4x1/4 e' / /t" 1 1/2 B DECK F 5x12x1/[ PLATE WITH 2) /2 0 6 08 S JD_ B ANCHORS R CK AA \ I I . 1" NON-SHRINK ;ROUT BED • 12)•5 BARS X 4'-U" - � -COLUMN BELOW. RE- 54-21 Ii I I - (2)-@5 BARS C 7'-4' LONG (4" DIA. A325 BOLTS c4) PLC'S AT ,AGE Wt 0X30 1 ' _q•' _ T F K UNDER t'd � SECTION ABOVE L-- -� GROUT FULL BLOC BE /A FOR 2'-0" CENTERED ON BEAM WITH 7S 6x6xt/2 113' -4" / R E. S4-25 FOR " �1"""'-'-' A •6 VERT BAR IN EA. CELT. COLUMN BASE 8" BLOr.K GROUTED FULL FOk -0" SEC-'ON L 2x2x3/16 BETWEEN TOP 8. 1 7/ py BOTTOM CHORD (TYP EA. 21/4,: 2,/4„ CENTERED ON THE THE BEAM WITH I � CORNER CH D (TOC MAX 2 )-s94 VERTICAL BARS IN E'.CH CELL or FRAMIING AT ROOF OPENINGS BEAM AT WALL BEAM — COLUMN � FRAMING DETAIL BEAM SEAT TRUSS SUPPORT 2122 00' - 19 /4 I , E SS �` 2RF SS t & 2 RE S5-1 1 --- ----- ---- 1 2,.6 ,HORo BAR x G'_p VERT ARS N EACH CORNER -- , ( 3 1 tt5 E L BARS I E i - ,. WELDED To BEAM • I I- - - - - - - - - - - - - - - - - - - - I CLEAR TYP. , �- 8 BLOCK. GPOUTED FULL• \ I I 1 (.LEAK TYP. / RE. A3 FOR TYPE I __ --,-._— t - —_ — / �• } - - - - - - - - - - - - 2A OR 7 rHf_ BEAM ONLY --- I_ _ _ - - - - - - \ _ - - _ _ _ _ I I • • : . , I COMES 'NTD COLUMN ON F --- ------ I •••w► ONE c4DE• EX-SND THE W24X 2 JOB 1•110 _ I / _ \ _ I ' I OFPOSITEASIDE UTAST �� "A 8X24X3/4" PLATT ' 93657 23 O.T B. PATE: �—'- ( I • I COLUMN AND WELD G WITH (6)-1i2" X 18" f I --- ANCHORS ~;i B --- 15' -0" - 0-7/14/95 --- ;i TOP OF FOOTING " --__ H _ ° I TO BE A MINIMUM I ° ° 1 _ '. _ 114' 8 -- - - ---_ - --r- i ° QF 1 -0 " BELOW , - - ' + - I_0 - (3)-3, A325x BOLTS _ - 07/24/95 f I N I SHED GRADE , -ry I 4 --c� )-3 4" A325x BOLTS rte- • Q ------ I `THREA05 EXCLUDED - <<� X 8" STUDS ' I THREADS EXCLUDED I o FROM SHEAR PLANE (3) 2 j CLOSED TIES AT 2"O.C. I - wI - — _ FROM SHEAR PLANE 7X12x,,/4" PLATE - 1 t I CFiECKEID P H. A "D.C. UP TO I , e 'C W18X65 WITH (6)-.. 4" X G.' EI_FV. 104.00 I T < BEAM. SEE 2,2@-1 - -- --,- u ANCHORS \� - /t ---- - DFI^WN W: - - - -:• -- ° • I POUF INSIDE Df FOC'fING. RE. 51 -3 - _ i w18x65 , 2~ I, ~ - - _. - - - - --- - _ t. R.1+. t T512X6X ,6 , MASONRY COLUMN �! 11' x,_ ��' KNIFE PLATE / - R �•i' PLATE - - - 8HEET' TLE. ` - FULL V TO :^ ''TYP. TY. I FLFV. 104,00 TS 6X§x'•�OLUMN WITH -- J ( 31-j/4'" A325x BOLTS ' • . • , 7X 1 ZX I' BASE PLATE I - tt5' 0„ g �� A l )-,/4" X 12" A.B. a _ i. -__---- - - ,� -_ _i I `�4 STIFFENER. EACH S 1 D E - -- E"' BLOCK. GRO�TED FULL. --- -- - FS COLUMN � .-- T 5 6 X t+X 1/2 M ,� - -' 1 - W27X114 FORW27BEAM-COLUMN 4. RE. MN DET' 1 I RE', A3 FOR TY E ` FOR SEAM-C OL LIMN DETA'L - - - - - - - - - - - - •- - - - - - - - - - - - - - - - - - - - - � END 4' HAS WAL • HAS f2 VERTICALI [BARS IN EACH CEL1. 6X�i!''' OL�1MN W TH-- - - - � 13 )-sty VERT 1CAl_ BARS, IN EACH CORNER `- ' - AT 8"0 C. 3'HEET ^4O. 7x12X ,os E PLAtY d (41-�/4 X 12 AL.B r-, FOOTING. RE. S1-3 - C,IANOPY COLUMN FOOTING CANOPY COLUMN FOOTING BEAM — COLUMN BEAM — BEAM SEAM — COLUMN BEAM :SEAT 3/4" 1 d' 3/4" - 1'-0' 3/4" . V-C 3/4" - 1'•,0' 3/ S5-1 RE 51-1 FdE' 51-1 2RE' SS 2 RE 55 2 RE' S5-2 [---REVISER=,10 T� 4! / 14"y 10 , r . .. ,.. F .•. .. r .: r .!' L: '. ., ,�... .. • ,.. ;. .. .: —�A.re ti, - RSM+'._ ,.�, ,. •, . . .. 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'1i'r11•c'i!^.'f!!i+•c�N .'�•rilir•'.i�^rr... � 4: a 1 j. 1 1i O (a O LL 1 A ( 1 I • 1 df 1 t i _ �A , p p ; - I 1 AI 1 0 1 1 I I l GI I {{yy t w $ , 1. r :• + O aQ. O O � -r- to I'- ... - to ►- - - - - - - '-_ - - _ t o M - •..11C�7 ) IT •, tlll 1 cl S I UCTURAL NOTES r ' } f?it M RE ALL SHEETS i I � . • -,F� 1: !1 ; ' ... (i �1 Tt r } •�•"t Y I 1 }I 1 • DES 1 GN INFORMATION AND �.OADS USEC: I • } � 1• �r I !I '� A. USED THE 19p1 UNIFORM BUILDING CODE I 1 • ' a ��r , I B. ROOF LIVE L`OAp. . . . 25 PSF I I ` � i � t , C. SEISMIC 20NE. . . . . . ZONE 3 � j L _ � _ _ D. WIND ZONE. . . . . . . . . 80 MPH, EXPOSURE C I � � 1 i- - - - � 1- - - - j 1- - - - -1 1- - - - - _ _ - - t jl } I 1 - I 1 l 1 I I 1 I ! 1 =� �;� •� i { r 2, FOUNDATION INFORMATION: MI , "' CF ,� . A. A SOILS REPORT PREPARED 6Y PACR I M I Ftl , - -_p i p' i fit D Ij 1 1 ( 1 ( 1 ! H 1 ( c , U GEOTE�HNICA - 1 1 L INC. WAS USED. (DATED - - _ _ _ - _ 1 - - - l I t "T�tr. • MAY 18. 1 995 ) - 1 I !� C. ESING PRESSURE OF TABLISH SHTHE WFOO NG PSF WAS USED. ABLE SOIL BTHE RUNDIa URGED NATURAL SOIL. 1 ! I l } 11 I I 1 S4-11 .i. CONCRETE: A. STRENGTH USED. . . 3000 PSI( 3500 FOR SLABS S. REBAR USED. . . . ASTM A615. GRADE 60 1 I C. SLABS 6 GRADE BEAMS 5MJ1LL NOT HAVE 1 ; ! I v li !I I I O JOINTS IN A HORIZONTAL PLANE. ALL REINFORCEMENT SHALL BE CONTINUOUS - 1 THROUGH ALL CONSTRUCTION JOINTS. ' II9l 11 1 r 1 1 !1 I I I 1 D. SAWN JOINTS IN SLABS ON GRADE SHALL BE MADE AS SOON AS AS POSSIBLE WITHOUT DAMAGE 1" TO THE SURFACE. E. MINIMUM CLEAR CONCRETE PROTECTION FOR 1 : i 1 II 11 1 REI NF CRCEMLNT SHALL--BE AS FOL-44WS UNLESS NOTED OTHERWI SE r"' 1 1 1 . CONIC. PLACED DIREC'.LY AGAINST EARTH a 3 " 2. FORMED SURFACES E".POSED TO WEATHER OR EARTH* ' 1 (I I I A. ss5 BARS OR SMALLER. . 111, INCHES B. ash BAR OR LARGER. . . . 2 I NCHE j J !_ _ - _ _ I 1 It r r SLAB ON GRADE. CENTER OF SLAB ! • ' -r.r '- 1 1- - - - -1 ,- - - - - - .. _ - _ . _ I I )1 1 .. ' MINIMUM LENGTH OF� L4Q,P ED SPLICES SHALL BE ~ 1111 - - - - - _ ! qpp I } ! i AS FOLLOWS UNLESS NOTELI. STAGG SPLICES 1Id IN- WALL 50 TNAT NO TWO ADJACEALT '9ARS ARE H - i 01 I _ � _.. _ tF--� " - - - -'Ct t _ �. '. -• - I I 111 1 1 •s. _ SPLICED N THE SAME COCATIUN. WELDED WIRE ` _ 1 t _ t � HI (I 1 I DI �.. •mow .. • -CI - - -CI 1 DI t, t,�irrtl} - - '`?' - Dl - - - - - - - FABRIC SHALL BE LAPPED ONE FULL MESH AT THF f i l l I r 11 1 f ti SIDES AND ONE FULL MESH PLUS 2" AT THE ENDS• l ' ! ' p 1 } tl 1} 1 Ia l Air MAX-7 ALL BARS CONTINUOUS AROUND CORNERS OR 1 PROVIDE CORNER BARS OF EQUAL SIZE ANO PAC I NG• I I i I .- •-^ ��- �„ 1 1 (} I BAR SIZE SPLICE LENGTH I ! I -'` -'� •'- �.. . „� y +••.- •� st4 22" 11 ;1 ass Z 7' I ; I «.,�.�•.- __- , I� ; 1 - a16 35" G. PROVIDE (2 )-ass BARS. ONE EACH FACE. WITH rl I ! ;I 2' -O" PROJECTION ON ALL SIDES OF OPENINGS 1 ; KGROUT FULL WALL ON GRID 1 IN CONCRETE. 1} '1 4 . MASONRY: A. MASONRY UN I TS. . . . ASTM C-90. 'GRADE N. , fill F 'm=1350 PSI ! ` 6 6. MORTAR. . . . . . . . . . .ASTM C-270, TYPE S fill - P 1 +, V w C. GROUT STRENGTH. . .2500 PSi 1 ' I t 0. REBAR USED. . . . . . . . ASTM A61 5. GRADE 60 1 `! 1 I , } I t. E. REINFORCING BAF LAP. . .40 BAR DIAMETERS 1 `1 1 , 1 d ` _ o F. TYPICAL REINFORCING. UNLESS NOTED 15: ,7s6 VERTICAL BAR AT 2' -0"O. C. -( 2 )-#5 HORIZONTAL BARS AT 4 ' -0"O. C. G. SPECIAL INSPECTION 1S REQUIRED. 1I ,1 n H. THE TYPICAL BOND BEAM OVER OPENING IN THE 1 � }. } 11 1 4. ; WALL SHALL HAVE ( 2 )-s~5 BARS. - - - - - u o r I L � t_ _ - _ _ - - .. _ _ _ 1 . LAP ALL BOND BEAMS WHERE, STEPPED 4 ' -0" 1 I 1- - - •. - - - - .• _ - - , � J. THERE SHALL BE A MINIMUM OF ( 1 )-05 BAR ABOVE 1l ' I I I 1 ' ' I I I 1 1 - t! , 1- I } I 1 i I j - BELOW EVERY OPENING AND SUCH BARS SHALL EXTEND d 1" 1 111 1 1 i. i - I } I 1 1 1 1 0 �+ 1 _ ._.. - --- =-ra - __ -_ i__ rt-- - - - NOT LESS THAN 24 " BEYOND THE CORNER OF THE I � • � t ( , } 1 } I -- 1-. . .. .___ __ OPENtI" ON TACH SIDE OF THE OPENING THERE ' - ! - 1 E } E I I 1 1 rUD SHAt-1:•''BE�A �y�L HEIGHT s: 6 VERTICAL BAR. 1 - - - - -1 - - - - - 1 - - - - EI ! - - _ �1 _ ,..,CI 1 _ - - EI 1 e I = e K . AT CORNERS T C WALL INTERSECT IONS-- SAP THE ADJACENT CORES WITH A VERTICAL BAR AND I i '-'' � _ --"-"'--�'`"""`�^- "'-"�' '-��"'"`-��•--•�- � LAP THE BOND BEAM STEEL OR PROViDE CORNER BARS OF EOUAL SIZE. • I I I ! tl o � • ti I } I I o VERTICAL BAR iN o 11 1: }I GROUTED CELL i i RE. SHOP 'C' DRAWINGS FOR; � r� ;I + I • CORNER BAR--- 4-> I i. LOCATION OF COLUMN IN WALL AND FOOTING. j II ' BOND BEAM STEEi-1- I I 4- - 2. BOND BEAM HEIGHT AND STEEL REOp.AT SHOPS ROOF. 1 • • 1 � fff7 3. LEO;ER HEIGHT, ANCHOR BOLTS, AND SiMPSON STRAPS '+ ' AT ,,HOPS ROOF. - L . ALL VERTICAL BARS IN THE MASONRY SHALL BE LAPPED WITH A DOWEL OUT OF THE FOOTING OR FOUN04T I ON WALL OF EQUAL SIZE UNLESS ,- f? ! I NOTED. I= •I M. VE,RtLCAL EXPANSION JOINTS SHALL BE PROVIDED I 1 rr 1N THE WALLS AS SHOWN ON THE ELEVATIONS. SHEET' 3. 2 } ' ' t� ! 1 N. REFERENCE THE ARCHITECTURAL DRAWINGS FOR THE TYPE OF BLOCK USED. RE : 3.2. 1: I O F'm SHALL BE TESTED FOR COMPLIANCE IN ACCORDANCE WITH UBC SEC PION 2405 (C), METHOD 1, 2, OR 3. P LAY -MASONRY WALL UNITS IN RUNNING BOND. i . O ALL ANCHOR BOLTS IN MASONRY SHALL HAVE 1" GROUT ALL AROUND !TEMPLATE SET AT COREb HOLE 1 , •I ' IN MASONRI ) i OLA cl OI Q1 w r C7 C9 7 Z 1 ! 11 .� O z O ELIMINATED STEP FOOTING SDHEDULr.� � o I o 4. IN FOOTING I '. I O 1111 RF' SI-i ` }y I Li }i 1 i 0 fill r - _ � - - - - a � ~ a " SIM l l ; FTG DE1'aiL COLUMN FOOTING SIZE REIN. ( EACH WAr FTG OF -..-..-..-.......-..-.......'..�..-..-... - - - Ij l - - - - - - - - - - - - - - - - - - - -~ �-� ~ - - - _ _ - - - - - - - - - - - - - - - -1 - - - JOB NO - _ _ .. .. .... .. .. .. ................................................:..:........... ....... ............ r - - -.. 1 _ _ ................................................ �,1 - - - - - - - - - - - - - - - - - - - - - 1......... - - - - -' - - - - - - - 108 9365A 54 6X6X1 /2 5 0 X5 P X1 0 ( 6 ) #8 X 4 6 Ii ,_ _ - - - - - - - - - - - - - _ _ - -' - ( - - - - - - - - - - .^.._.._.._.._.._.._.._.`.._._..._.._.._.. .._.._.._ _.._......_.. .._.._... ...................... ............................................. .T E DH 54-7 TS 6X6X1 /2 5 _JX5 _0 X1 4 -6 98 00 K KI - - - ' - - - - - - - - - _ " 1- - - - 1 - - - - - - - - - - - - - - � O ATE: O7/14/9!j • \ r'4 11 C 54-7 T5 8xex5/16 5 -6' X5' .6"x1 " -U" ( 6 )-ts5 X 5' -0' 99. 1 7 o I- - - - - - - - - '- - ' - 'LOTTED- D 54-7 TS 8XBx5/16 6' -0"X6' -0"X1 ' -2" ( 1 )-06 X 5' -6" 99. 1 7 07% 24/95 • TOP OF FOOTING 98.60 E 54-7 T5 8X8Xg/16 7' -0"X7 ' -O"X1 ' -4 ( 8 )-sr6 X 6' -6 99. 17 C;HL CKED BY: F S4-7 TS GXGX1 /2 7' -6"X7' -6''X1 , _5., ( 8 )-07 X 7' -0" 99. 17 - - - - - - - - - - - - - - - - - - - . ., , } I;...,........ }............i 1 t ........ �.............1 - t0 I�' '::::::::::�'1 OF T19ARD G+I► S4-7 TS 8X8X5.' 16 8 -0' XB' -0 X1 -6 ( 101-st7 X 7' -6" 98. 00 I :_n...: 1 I' ;..�.1'I I ( .....}' 1 I',.........f n.. 1 II } A CITY.........................................t4" DRAWN PY: +a+Ic 54-9 5 6X6X1/2 5' -0 X -0"X1 -0 (6 )-#5 X 4 t J ! I t..D.i IL.::::.._::�..1 (`' pvedn►►Y.....R: ... .......................... ......... .t t: T " 5' ' -6' SEE S }_ f............_I M M - t-Q..! , i I_ _ J L } r r!i AC r�d ti d Jai 54-9 TS 6X6x1 /2 6 -0"X6 -O "X1 -2 ( 7 )-st6 x 5 -6 SEE S1 - I} 1 „� -9U k 91.v -c 4H I-., nn'y the two de 1)P _ _ _ _._... _ - SHEET T rr�} kslaw S4-5 MASONRY 4 ' -6"X4' -6"X1 ' -0" ( 5 )-sx5 X 4 ' -0" SEE S1 L 5 4-25 TS 6x6x1/2 4 ' -0"X5' -0"X1 -0' ss5 A T 1 1 "0.C• 98- 00 Soeioticrto Fr c .............................. ............•. it, & MASONRY Job AdQtcsa: 1 S "1 C M S4'-26 TS 6x6X1 /2 5' -0"xg' -0"x1 ' -0" sty AT 11 "O. C. 98.00 -"- 1 40 S & MASONRY NOF" FOUNDATiON PLAN sY: _Dale: N 54-10 TSr,X6X1 /2 4' -0 'X4' -0"X1 ' -�) t4 )-st;; X 3' - E' SEE S1 H • ' _ SIAPET Nn 0 SA-7 TS 6X6X1/2 5' --6"X5' -6"x1 ' -0" ! 61-sty X 5 ' -n 99. 11 f:. RI A' 1 _ P S4-8 MASONRY 3 --0"X6' -O"X1 -0" rr5 AT 11 "0. C. SLE Si _ * COAT STEEI. BELOW GRAOF WITH TWO COATS OF ASPHALT EMUL _ iON�- APNOW0PLANS Mi-,iFiTBFCIN,Oq'SM GROUT FULL THE, END 4 ' -0" OF WALL AND HAVE A s96 vERTICA'_ BAR iN EACH CELL I �� n NOTE ALL ANCHOR BOLTS IN FOOTINGS SHALL BE Y," ROUND Nl Paoli, Flwv, 15s7n X 12" A307 DENT BARS L2„ (aln .m) ) 1 rte+ .r.�.�•�....�rrfr.-..., t q rm ,I,sibe'<isn>;1Ion to. tm 11:15.40 J R[=vISED 7124/95 w �-n -'«"`•�-\, ! .: +'�. f., d•y- y .. �.,'r/,t' (t.+..•i./'L1` .. �j, 1 AAA— .til :.Wn: ..�46 Ito° - f t^.4•-,' _ n . f ..y. _..•.., •..w - .. _ .-•• _V - +.c r'...7tw• '� ' _ . _ .J. ..i. , r ...ul.. .art. - r itr♦ 1. ._ .\ 1. ..,... �I ** ' -. .. .. -. , - _ x � ,�,. , _ ,.___. ... . . . . - - ., - a > >r8� 2 2.4 C :._..__._ ._ ___�..� T ) 8 8.1 •1 T �' wf�vl5i►11,iH8 7.2 _ I j � � � e U E N E F� --- -- Q 1 AL NOT I Q r �S I I I j I I I I i i 08!04/95 i i j I I I i •ACDED FLOOR DRAN W FLOWER I I PREP RM.- SLOPE CONC.SLAB. ! I ! I ! 1 j j 1. COORDINATE THE LOCATION OF TFfE BLOCKOUTS FOR CASE I •RE"EREWED IN TYPICAL DETALS I I I I I I I ! STUB UPS W/ THE REFRIGERATION CONTRACTOR. 2s ti T6 ADDED DN SHEET S3. I i i � I i i i ! ! 2. REFERENCE A1-1, A8'1 & S1-1 FOR ADDITIONAL INFORMATION. I j I I 1 ! 3. HOLD THE FOUNDATION WAIL DOWN AT THE DOOR LOCATIONS -- - " -I-- - ! I j ! I I I & POUR THE SLAB OVER THE F"OUNOATAN WALL. i ------1 - --•--, 270 -0 .-.-_- `-_ I I ! I I 4. REFERENCE SHOP DRAWINGS BY THE COOLER/FREEZER i I --' ! ____ - __ MANUFACTURER TO COORDINATE/VERIFY DIMENSIONS OF RELATED ! I i I I 1 i i I - - CURBS & PITS. SACK FINISH CURBS. ! I I 1 ! ( I I I 5. ALL MINUS & PLUS DIMENSIONS GIVEN ON THE SLAB PLAN AT I I I 1 ! i THE DRAINS & SLOPED AREAS ARE TOP OF CONC. W/ RESPECT ----_-J i I I i i I I I I TO 'HE FIN. FLR. ELEV'. OF 100.00'. ` j I I I i I I I i I 6. THE TOP OF THE FLOOR DRAINS ARE I/s" ABOVE THE CCNC. IN i I I I 1 I I I I ALL AREAS RECEIVING FLOCR COVERING, RE A8-1. I I j : I i I 7. INSTALL FIRE SPRiNKLER RrSER W/ 2" VOID IN CONC. SLAB I I i I i i i ! SURROUNDING PIPE. FILL VOID W/ EXPANDABLE CAULKING. I I I ! ! 8. PERIMETER INSULATION, RE: S3-6, IS REQUIRED. I I i i i I i i i ! ! 9. LIGHT BROOM FIN. FREEZER SLABS, SMOOTH TROWEL FINISH I I COOLER SLABS. 10. NO CHEMICAL SEALANT OR CURING COMPOUND AT MEAT ROOM I I I I ! I I I I I - I ' PROVIuE MOISTURE CURE ONLY AT THESE LOCATIONS. I I I i I I I BAKCRY FREEZER AND FREEZER BOX SLABS. I ! 1 ! I ! ! ! I I 11. APPLY CURIiJG COMPOUND TO ALL EXPOSED INTERIOR SLABS I I I I i I I i ' 1 i I UNLESS OTHERWISE NOTEG, RE A8-1. I I I I I I 1 12. 11LL CONCRETE WALKS ARE TO HAVE ROCK SALT FINISH. - ----- --------- www_ ..-. _ I--------_-_ .--___- __-_- _ I I ! 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SIDE OV 2 X 4 �`` COOLER BOx 4" 31/"2" ATR SPACE I �4 , 08/04/, 26 COOLER BOX I4 31/ 2;1 AIR SPACE COOLER BOX 6'' 3% " 4" COOLER BOX 4" 3%" 2"3% ' 4" 31 t, _ �I( •ADJED DE i All S �S � 28 WALL PANEL WALL PANEL __ COOLER BOX 4" OR 2 X 6 STUDS CUNT, •4'S, TYPICAL. l PANEL -- --'T^ - WALL PANEL - AS REQ'D (BY BOX SUPPLIER) (BY BOX SUPPLIER) (BY BOX SUPPLIER) WALL PANEL - - PROVIDE EPDXY CMU W/ - (9Y BOX SUPPLIER) (BY BOX SUPPLIER) STOCK ROOM BASE & SIDES DAMPOOFING % I STUD WALL - -- AT TOP OF AT INSIDE FACE ------ VERIFY WIDTH I CONT. 94'S, TYPICAL. STUD WALL CURB IN & FINISH--- -- _� 1 I MEAT PREP. \ \ / a - / CONT. •4'S, TYPICAL. -- 'VERIFY WIDTH I & FINISH-- I le - 1 �CONf. •4, TYPICAL. 'N FINISH a __ `n t- A5 SCHED. 1 • LO I-iz;r-7- 4" CONC. F(.R SLAB - W,' TYP REINFORCING 6" CONC. FLR SLAB - W/ TYP REINFORCING 4" CONC. FLR SLAB - • j 4" CONC. FLR SLABS - & •3 REBAR X 20" & +3 REBAR X 20" / i W/ TYP REINFORCING P •� 4" CONC. FLR SLAB — -- 4" CONC. FLR SLAB LONG 30 D. LONG •30 O.0 / & 03 REBAR X 20" W/ TY REINFORCING W/ TYP REINFORCING , •3 BAR X 6" LONG - / WHERE OCCURS LONG •i0 O.0 03 LONG •3Q O C AR X 20 / & 03 REBAR X 20" ` W••3 V EBREINF O All 3 DAF% X 6' LONG L LONG •30 O.0 / LONG •30 O.0 AT 4" O.C. S IN • - 03 BAR X 6" LONG • , 3 BAR X 6' LONG - •3 BAR X 6" LONG -- EPDXY FILLED HOLEAT 24" O.C. SET IN AT 24" U.C. SET IN AT 24" O.0 SET IN 3 BAR X 6" LONG -� CONC CURB W/----- EPDXY FILLED HOLE EPDXY KILLED HOLE EPDXY FULLED HOLE AT 24" O.C. SET IN AT 24" O.C. SET IN TROWELED TOP & CONIC, CURB W/----j EPDXY FILLED HOLE EPDXY FILLED HOLE CONC. CURB W/-- SIDES & 1" R BREAKS TROWELED TOP & CONC. CURB W/------- WHERE OCCURS TROWELED TOP & CONC. CURB W/- - -- SIDES & 1" R HREAKS TROWELED TOP & CONC. CURB W/ ----- SIpES & 1" .R BREAKS �` - TROWELED TOP & SIDES & I" R BREAKS TROWELED TOP & RIGID PERIMETER-- WHERE OCCURS WHERE GCCURS SIDES & 1" R BREAKS SIDES & 1" R BREAKS INSUL. TYP 0 EX1'R WALLS C ; ff �-O O CURB �� roc`) 1 ::2j CURB CURB - RE: S2-1 3/4Y'-r-0" 3/4"•r-0" 4CURB CURB 3 3/4"-,'-o" CURB c_) RE !�2-1 RE, 3/4"-1' 0" _ S2 1 5 RE: S2- 3/4"-1' 0" U O C (� 6 RE: 52-1 �V � OFIN � O a.0 EA.SI ON GYP 8D 4" FREEZER BOX ----FREEZER BOX FREEZER BOX EA SIDE OF 2 X 4 - '� WALL PANEL 1 COOLER BOX WALL PANEL FIN ON EXPOSED vAIR SPACE AIR SPACE --FREEZER BOX m OR 2 X 6 STUDS C 6 3/z' 1 t WALL PANEL AS REQ'D yr �; OOLER BOX q• (BY BOX SUPPLIER) --,r WALL PANEL 6 3/ FREEZER BOX FACE OF STUD WALL 31/211 I WALL PANEL - 'C SIM AT REFRIG. BOXES 2 3/ O U) C WAIL PANEL 2 X 4 P.T. W/ NO CURBS FREEZER BOX FREEZER BOX p CONC CURB W/ CONT. CONC CURB W/ THERMAL BREAK CONT. •4, TYP. 'IIF--FlN. AND GYP 3RD. ON (BY BOX SUPPLIER) - _ _ STOCK ROOM I OUTSIDE FACE OF WALL CMU W/ TROWELED TOP TROWELED TOP c- - Il O & SIDES & W/ 1. R BASE AS _ CONTINUOUS TO FLOUR DAMPUOFING / AT BREAKS WHERE - 2 X 4 P.T. THERMAL BREAK & SIDES & Wi 1" R CURB WHERE OCCURS ON PLAN SCHEDULED " AT BREAKS 2 X 4 P.T. I HERMAI- BREAK EXTERIOR CMU WALL- 2 X 4 P.T. -THERMAL BREAK AT INSIDE FACE 'J (DAMP PROOF I.S. FACE) _ a W/DASt AS REQ'D OCCURS CONC TOPPING CONC TOPPING CONC FLOOR I/ ,` CUNC TOPPING CONIC TOPPING 4 _ CONT. •4, TYP.- SLAB ON RIGID -- 7 u _N C , SLAB ON RIGID a = F I URETHANE INSUL. COOLER BOX \ ` I SLAB SLAB ON RIGID I/ ' URETHArNE. INSUL. SLAB ON RIGID URETHANE INSUL. -`CONT. •4, YP. URETHANE INSUL. , y • r ...:tet=• ...+.:. L� ... M .�_ y.. '� • �•e�.r—ia.—• �-- • '• M • M 4" CUNC. FLR SLAB ----- •:L• • W/ TYP REINFORCING - - -- .. co •*• P.T. 'LATE •• & 03 REBAR X 20" 4" CUNC. FI_R SLAP \' .• \. LONG •30 O.0 W/ TYP REINFORCING •3 BAR X 6" LONG - '~ \ '~ •, (n 3 DAR X 6" LONG AT 24" O.C. SET IN 3 BAR X 6" LONG . • & •3 REBAR X 20" • �' '• °D fr�� t� LONG • AT 24" O.C. SET IN I U AT 24" O.C. SET IN 30 O.0 EPDXY FILLED HOLE EPDXY FILLED HCLE WHERE OCCURS �+� . ' � ' EPDXY FILED HOLE .. •' , .. PERIMETER INSULATION `-- � � ' •^y T. ..�•_. '•. — v TO FOOTING v �� 03 BAR X 6" LONG CONIC. CURB W/ ----� AT 24" O.C. SET IN —'- TROWELED TOP E EPDXY FILLED HOLE SIDES & 1" R BREAKS 6 MIL. VAPOR 6 MIL. VAPOR - 6 Mll_. VAPORV 6 MIL. VAPOR VCONC BASE SLAB �� RIGID PERIMETCR— BARRIER EXTEND BARRIER EXTEND BARRIER EXTEND BARRIER EXTEND IN SINGLE POUR WHERE OCCURS INSUL TYP 0 EXT'R OUT OF PIT OUT OF PIT OUT OF PIT OUT OF PIT WALLS (INSTALLER TO CUT (INSTALLER TO CUT (INSTALLER TO CUT (INSTALLER TO CUT co ` AFTER BOX IS SET) AF TER BOX IS SET) AFTER BOX IS SET) AFTER BOX IS SET) CU L CURB CURB FREEZER `��' 4 7 - 3/4"-1'-O" BOX SLAB FREEZER /COOLER BOX SLAB FREEZER SOX SLAB FREEZER B C ;• RE: S2-1 RE S2-1A 3/4"-1'-0" 1 O 3/4"-1'-0" OX SLAB ( � W .� RE: S2-1 RE S2-1 11 3/4"-1' 0" 3/4"-1'-0" -a) RE 52 1 12 RE: S2-1 �_`- �� Ic E C ' ,�ERIFY PIT DIMENSION 0 (� _FREEZER BOX -BREL PANEL BOX -DOOR PLUG i W/ LEVELER MFGR. NOTE WALL PANEL I 3 Z 3/2 WAIL PANEL I FREEZER BOX REAR CURB 1 ANGLESNGLBMUSTF N SIEXACTLYE REAR CURB Q FREEZER BOX I ANGLE FREEZER BOX — -- T �� 2 SIT SIDH WALLSTROWMUST FLOOR & COOLER BOX 3. REAR PIT WALLS MUST BE SQUARE SIDE CURB I � c� 2 X 4 P.T. THERMAL BREAK 2 X 4 P.T. THERMAL BREAK ANGLE- I �(",�4 W/ DOOK FLOOR I/q" REVERSE SLOPE CONIC FLOOR I CONC TOPPING I �� PERMISSABLE OH W / ' I CUNC FLOOR I - CUNC TOPPING co SLABS SLAB ON RIGID SLAB / '� -CONC FLOUR -CONC TOPPING 4. - - -` SLAB ON RIGID 4. SIDE CURD ANGLES MUSE BE EXACTLY URETHANr INSUL. SLAB 1�/Z" SLAB ON RIGID l Q <v j URETHANE INSUL. URETHANE INSUL. FRONT r� � �J 90• TO FACE OF DOCK T J CHANNEL r 5. ALL CURB ANGLE JOINTS TO BE ' ��:'. .': '.,... :.. :: :•. ,:.yy.'. ;r �'•:. • a WELDED SECURELY L--- O 6. USE I/z" X 6" CONIC. ANCHORS a s • %`.•,�."' ;.•. � r 1'-0" O.C. MIN. • •.•: _ rr 7. CONC. BEHIND PIT STEEL MUST BE u 1 < z � '•. . .. . • . •, �R - l VIBRATED WALL L 8. ALL DIMENSIONS TO BE COORDINATED 4" 2'-411 (., Z 41 Z • �' • v - FRONT LOWER W/ EQUIPMENT SUPPLIER CURB ANGLE j Lii W O O •, a o MIN, T'fP. IN 06 '1 1 k � - FINISH GRADE I uJ • . -'�- �1 -- Z 1'-4" 63 TIES AT 2.4" O.C. r. • N 6 MIL. VAPOR 6 MIL. VAPOR 3" �1�0'� ��_p�' �--•�• - { ' I BARRIER EXTEND BARRIER EXTEND 6 MIL. VAPOR - I I ` 0 OUT OF PIT OUT OF PIT BARRIER EXTEND I I I o U (INSTALLER TO CUT OUT OF PIT 4 •4'S VERT. • (INSTALLER 70 CUT o - AFTER BOX IS SET) (INSTALLER TO CUT 1 � `moi (AT EA. CORNEF\� ' - - AFTER BOX IS SET) ( - de •' Z �, AFTER BOX IS SET) 4x4x3/8 GNGL". ANCHOR LAYOUT FOR - -I ---T - 4'-0" HIGH Al 0 CURB ANGLES - TYP. F 1 0„3' BOTH SIDES -OPENINGS FOR CONDUITS, TYP. O U ANCHOR LAYOUT FOR Q U.. ' ON CHANNEL - TYP. ' FREEZER BOX SLAB } U 3 COOLER /FREEZER BOX FREEZER BOX SLAB E- 3/4"•1' 0" 3/4"-l'-O” DOCK LEVELER ELECT. CONDUIT ENCLOSURE NOT USED Q z RE: S2-1 REQ S2-1 � 5 3i4" RE: S2-1 1 6 1/4"-tt OII K7J 1y2"-1'-0" ;RE S2-1 RE: S -1 - a 2 18 Q C� c� 40 E F Q^ 23x NAILER W/ BEVELED SIDIPJG ON TOP � o VJ 24 GA. GALV. SHEET METAL. COPING - 4" CONC. SLAB W/ W/ 22 GA. CONT. HOLD DOWN CLIPS. INTERIOR SPACE 6 x 6 - Wi.4 x W1.4 W.W.F. PAINT EXTERIOR, TOP & INTERIOR FACES `o FILL W/SELF LEVELING SEALANT. RE: A3-2&3� FASTENERS THROUGH NEOPRENE — -I/z" ISOLATION JOINT X t8" LONG SMOOTH SLIP WASHERS AT 24" O.C. AT EXTERIOR WALL, DOWEL AT 18" U.C. (ONE END SAW CUT, 0 410 NOT SHEARED) WHERE OCCURS v- -6" CONC. SLAB W/ 6 X 6 I/z" m COUNTERSUNK EXPANSION BOL fS ADJACENT CONC, 12x8x16 CONC. SLAB AND REINFORCING;- OR PAVING CONC. SLAB £ AT 4' 0" O.C., STAGGERED TYP. UNDERFLOOR DUCT, W2.9 X W2.9 W.W.F. 6" CONIC SLAB W/ 6 X 6 RE S2-1 & ES 1 a n x x (3) •5 CONT. BAR W2.9 X W2.9 W.W.F. RE Sl-1 ON GRADE n (3) •4 CONT. BAR--- v3'-0" ---- d V «P..: FINISH GRADE (2) •4 CONT. AAR -'---CONC.CURB, iv • --FINISH GRADE 12 E 12'_- -- \ - _ - RE S4 ------ ------- FORi -� - CONSTRUCTION x �7 _ - DOWELED JOINTS ONLY p 6 •x- • 111 nx n e 4 0 \ x' x° v . EITHER MAY - 4" CONC. SLAB W/ io -- ��• x '� o •o 6" CONIC. SLAB W/ 6 X 6------ �`� v. v IIII=IIII•..• _ IN X W2.9 W.W.F. 6 x 6 - W1,4 x W1.4 W.W.F. - - O FINISH GRADE s _ BE USED � � VARIES, REQ S2-1 1" SAW �Ilil ¢¢ VAR S, 52-1 z SELFxLEVELING SEALANT L W/ 2' 0" 6 12 • •e _-_ _- - y MIN. n e I Eq JJJ�� x y 2,_O,t x-�-x x--6-x n \ \r - - ------� EXTERIOR WAIL-'- �„ �, / •___ ,�_� � ', 1/2" RIGID INSULATION SAW CUT 1 �--1SEE STRUCTURAL DWG'S WALL (OR GRADE BEAM) Q - - _ - SEALANT— --- -- - --�� 1 1 TO BOTTOM OF FOUNDATION - 24" :FOR WALL FOUNDATION ----�.-- I RE: S2-1 I I 1 1----'--------1 9 CONTROL .,JOINTS 0 SLAB AT TRUCK DOCK EDGE_ SLAB AT EDGE SLAB A� SCREEN WALL UNDERFLOOR DUCT PERIMETER INSUL. DETAIL If/7,r . J.-O., R . ,' D" 21 RE S,^^.-1 RE: S2-1 Iq" 1-0" t I -- RE: S2-f 22 RE 52 1 IV' -1'-D" I/z" - 1'-0„ RE; S2-1 �••••�� RE: S2-1 �J 4" 3'� 51/t" o COULERS -- � __-------1' JOR NO 5" 0 EXT FREEZERS I 11'12" THERMOBREAK -� 93657.?_3 0 FREEZER (2x6 PT) PLAN I I O.T.13. DATE: TYPICAL -- - ---- i I " - -- - AT ALL CORNERS, CURBS, ENDS 07/14/95 AN OPENINGS, PROVIDE 6"x3%2"x1/4" F'l_O T TED: • _ ST'L ANGLE EMBEDDED IN CONC. W/ 7" 0 INTERIOP -� - STUD ANCHORS WELDED TO ANGLE. - - --- I STUD WALL OR CHECKED BY: COOLER BOX - 3� N.L.S. -,--- 6" 4" - DRAWN BY: d 0) SHL" TITLE: SECTION ! CJ SLAB 00 DETAILS ;� Uj PAcIfic Hwy, 15570 95-0400 SHFFT NO. } 0) 7M8 u v ST'L ANGLE GUARD OP ST'I_ ANGLE GUARD @ NOT U aED NO �-� NOT USED NOT USED � r _- DOOR & WALL CUNC. CURB T U.aED U) 27S3 - - - _ _ _ 0 , r. www r" Y ."E?1R'a. 31' NIw• ,r i ..{� � , �'•✓'% �! 'N. '�Q"�" '�1°". w Sa►�e "!'S+,} :fit.•F •e.,.�i-" '„�. '�wr„�' ,�,N `V7 .• ,,,,� !T"�•.,, �+ �+ '��. y �I Y. �- ;'•�. .'' �Q,. l - n ?. "1" ,.. '�' .1� - 9 K'-raT .. -� >r MOW" BOND B AM YIITH 121-tth 8AR$ ----•---_ • AT GRA Fr TGP OF WALL, AND AT 4'- 'G•C• INBEIWEE(v .i'" N.AX. , TYP. 12)-n7 VERT. PARS AT b"0•C. ' -- 12" BLOCK, GROUTED FULL - - SEE A3 FOR TYPE , STOP H BONU BEAM STEEL AT JOINT EXCEPT AT isACKER R00 AND S 1 -Oy • • - I . SEALANT ON BOTH ROOF DiAPHRAGM UES FOR FULL HEIGHT OF WALL 8" CMU RE2 3 5 - -- BACKER rTOU !l .�tALANT 1 COLD JOINT t SASH BLOCKS n5 CONT. BAR z Al JOINTS PREFVRME[` RU83ER •4 BENT BAR ___11b" - U %4 AT 2' 0" O.C. u4 DOWEL -� AT 24"U.C. 4" CONI. SLAB WITH 6X6-W1.4kW1.4W W.F , -' '.-- ; CONTROL JOINT STRIP - - - - , j �- ---- --- - - SUN S w f H _- - - « 4:. CONC. SLAB W/ _ O 0 -T-•---'-- � � _ (: ' CON_ -LAB T i �,ED R i1 f f _ •, a `_ 6X6-W[.9XW7.9w.W.F . • F • ` RE FOUNDATION PLAN - !- I _ 7 '�% - 6X6-WI.4XW1 4W W.F I / ky.INff ?� i �,'.-`_ ---.. 1e< - . 'FST - - - - - -�~ (2)-•5 CONT cp INTERIOR i X i Ei:10k - - -. . - - -- - - - - - • \T_ - - BLOCK Fu INDA110N WALL 4\_ \ •5 DOWEL • / /,• ` ` -.T_-.. GROUT BLOCK .._T_ I • • • • • • Ep. 'S BA(. ,_ON `� - - _ - --1- FULL BELOW GRA RE' S1-1 (3)-•t5 CONT. -- - / f�• 1 , ` - - - -r- , �. ONE SIDE OF JOINT ._ 6„ 2 -01I ---- I BE rc - • (2) 2/B" x4'-0' `MOUTH BARS I __a _ _-_ "— `4„ (2)•5 BARS CON"'. _ •4x1. A124' 0 -6"-- 30 F;) t - � AT EACH SONO BEAM WITH ..,REASE ON - � 8" BLOCK GROUTED FULL _ rr7 BARS x 5' -6" - y ONE SIDE OF JOINT TO BREAK BOND 06 VERTiCAI. BAR ON EACH - W/•6 BARS AT 8" O.C. AT 9 �' C . : 7-2q 7.5 3' 8 A Y AND CAP ENDS TO ALLOW 1" MOVEMENT X3)-•5 CONT FOR 4'-0' SECTION Q . _-_ � - SIDE OF JOINT �j -- A B 8' _: - - - - - -"� - FOOTING (7) -sty BARS CONT."' _•--.� C a - - - - - --_ -_ - i r 0 �Oh a �- -- - -- -3 — -- 1 -� 1 ENTRY FOOTING STEPPED FOOTING WACONTROL JOINT FOOTING DETAIL FOOTING DETAIL SCREEN WALL �y $ o LL 3/4" . P-0' N T S. 3/4" - 1'-0' 3/4" - 1'-0' 3/4" - V-0' 1 ')' RE S1 1 rRE S1-1 RF St-1 4 RE' S1-1 RE S1-1 61 RE 11-1 C g �o FLUSH 24" RAILING. SEE ARCHITECTURAL -> I `'✓1 (D COL WDTH • 6" I B:: 4" CONIC SLAB W/6x6 �2«+-^^- si2) a_8AR5 CONT. AT ON . ---` •5 DOWELS AT 16" 0C. as;E' r-, C6 p , BASE PLATE r --- - , ,, X f '1 W1.4xl.4 W W F. Ilk TS 6X6X1/2 sX'S BARS AT 12'"O.C. .E.W• _ ,. TS COL. VARIES --�\-_ f /�� \ 8" BLOCK GROUTED FULL �RE S2-1 8" C T WALL „rtADE r 3 ` « CHAMFER ON,�$ E L . ` \ ' 6 ' 4 61'2 to _' n _ i 1 •, 8" BLOCK GROUTED Fill L WITH (2 1- r- z w �:--- ---05 VERTICAL AT 16" O.C. -- 1 -C • a ti - LL�J u� BENT BAR AT #4 VERT IC!'.L BAPS AT 8" 0.C. N 1/z-� 31,z", i+/z•' t1/2'�• 31.z z BACKER POD 8 SEALANT \ „ i I, ,I, „ FOR 6' -0" CENT'.RED ON 9EAM - 6' S„ 6„ ;�.._ , A ( 4� i - - - - - B 0.C. 21,2 2 —,r ___-� 8" CMU,GRO,,,ED FULL 8" CMU, GROUTED FULL --.-,-. r-- 4e5 CONT. BAR ° ° ' i `�!-� -� 4 HORIZONTAL AT 12 0 C o a X12" ,, � rr - 1 , I •-__ - ._ _ , , , '� - . R " . - �� • - ..----__ 0., 1 1 , , •• 24 + \ N - •6 VERTICAL BAR v `� #4 DOWEL � AT 24 O.C. " DIA HOLES �+ I I ' •-- F-- I i I w r (4) PLC'S -ISOLATION JOINT -' / l 4" CONC SLAB WITH o 0 1 :I I o -° _y EXTERIOR GRADE • J '^' J ( 6X6-W1.4XW14W.W.F (2 !-sty CONT. '-= I - -TS 61/6X1/2 TS 61/6X1/2 � I ? 0 L-_ N I I N NC. SLAB WITH v - 6 CO TS COL SEE TABLE / - MASONRY FOUNDATION WALL i I ( - ---.-'--COLD JOINT COLD JOINT -- ( 6X6-W2.9XW2.9W.W.F. " -, X14' BASE PLATE 51-3 6 1/2X12X3/4" BASE PLATE ( I -�� " 1 1 61/zX1204" BASE PLATE / - � _ 10C'-0" �_ �' GROUTED FULL � --•-•__ � _ yet. ' _ Ii1i , � � _ _ � _ / C) 4" CONC SLAB W/ 6X6- ' 100'-0" • ` .' ,' ! --- s•5 DOWEL AT 8"0.C. 100' 0" 1 4" CONC. SLAB WITH _ I 4" COWC. SLAB WITH W1.4XW1.4 W.W.F. _ 1 i 6X6-W1,4XW1.4W.W.F. t I I _. 1 I 1 _ I I �RE_51 1 7• . • r «_I^ / ,� ! /" ( EXTEND 2'-2' ABOVE FOOTING I 6X6-W1.4xW1 .4W.W,r. I I I / i I � (3 1-sty CONT. __.. If cv) BASE PL BASE PL _. _ -- 0 2• . 9AR5 6• 2• _0" f `.-. � I --____- --11/2" NON-SHRINK RL S:1 L I I l/z" NON-SHRINK GROUT „ \ \ _ --- �. GROUT 1 ALLOWANCE 1/2 NON SHRINK GROUT ( 1 • • -- -- .- r h ,-.g ALLOWANCE FOOTING. SEE 51-1 RF' S1 1 4) 3/4"DIA.X ,2" A. B. RE 51 1 4V r (4)-3/4"DIA.X 12" A. B, 1'-0" A.B. W/ • •t •C • t 1 - -. _ BARS CONT. WASHERS - EXTEND 4" -- (� 5X3'-4" DOWEL AT VERTICAL jl 4" 4 - •� MG tC ABOVE FOOTING W/ DOUBLE - rrv: NT s— BAR SPACING $ — `•,,�` I _ NUTS FOR LEVELING < --- FOOTING RE: 51-3 FOOTING RE- S1-3 - --r FOOTING, SEE S1-1 0i c INTERIOR FOOTING 00, or EXTERIOR FOOTING EXTERIOR COLUMN FOOTING COLUMN AT DOCK LANDING FOUNDATION RETAINING WALL AT DOCK 11{ 3/4" !'-0 :/4 - 1'-0' 3/4` - V G' 3/4" - r 0' 3/4" • 'r-0' 3/4" - P-O' 1 _ 11 R : S1-1 1 RE: S1.1 F: 1 1 R� 1-1 !0 RE S1 1 E 7 R i � R S � c 5 C-) ! _ 51 E � �� •" 1 •5X4'-e" DOWEL AT EACH VERTICAL CELL EXTEND 2'-2" -- Eti" CMU WALL BEYOND :r 100-00 r-4---- I . 4" CONC. SLAB W/ 6X6 I L3x3x/4 CONT W/ 3 FIELD VERIFY THE BOND BEAM STEEL AT THE ROOF ANCHORS AT 1'-0" O.C. - JJ W1.4XW1.4 W.W,F. f LEVELER SIZE DIAPHRAGM IS TO BE CONTINUOUS �"+> 4 '/2" /- COLUMN TOP PL, SEE S5-3 PAST THE COLUMN „ 1 DLR8" BLOCK GROUTED FULL - - • . . (2 )-#5 CONT. AT BOND BEAM HEIGHTSFIELD VERIFY I t31-94 BARS CONT. Y4 DIA. A325 BOLTS- � 8 CMU—� (4) PLC'SEXPANSION ANCHORS PER —>e ._��--fi-tu4 BENT BAR x _-- - -- - 04 VERT. BAR AT 4'-O"O.C. '- BUMPER MANUFACTURERS 6 -O iJ 12 '0.C. ___�__ - _ H SPECT ICATIONS - ' [- 4" CONC. SLAB W/ --�H RE• 55 3 8" CMU, GROUTED FULL _t _ - •4 BARS AT 12"O.C., E.W. 71, 'c RE- S5-J (2) Y4"DIA. A325 BOLTS- - I <---2•••6 X 30'-B" •6 VERT. BAR----, .4 AT t2" 0 C. 6x8x3,8' ANGLE x 1 '-0" I 1 I 6„ 5„ c EA. WAY EA. FACE GROUT FULL THE CELLS THAT I I TYP, COLUMN TOP PLATE, �THE ANCHORS GO INTO 1 I RE S5-3 ' • • '?-66 X 30'-8" 6" CONC. SLAB WITH CLO: I 1 I I •F 6X6-W2.9XW2.9W.W.F. CLR /4 I I VEF1TlCAL 4 - r I I st6 BAR 2-•6 X 30'-8" �� --- -__�\� I I TS COLUMN, SEE 55 3 ---- > • • • • -�` _ �. " 4 TS COLUMN, SEE S5.3 ( 1 5.50 Is 1,4• I. 5 1 , I 116'-0" AT TOP OF ARCH -« _ •-__ _ ___- \ I I STABILI- PL -X4X6 (TYP.) _ I 1 • i RE: A3 _ ISOLATION JOINT W! -- - � 6 -- TYP. I I STABILIZER PL �4X4X6 I I • -•• �! SEALANT +/4 i i SECTION THROUGH COLUMN 2-•6 X 30'-8" 2- u •5 CONT. _.. ` (3)05 BARS CONT. I 1 BENT TO MATCH ARCH w. M ' DOUBLE JOIST �— I t - - - --- — •4 DOWEL AT 12" O.C. NOTE I I JOIST GIRDER, SEE 55-1 - I 1 Rt S5-i _ C10X15.3 R I I 1. 14'-0" AT BOTTOM OF ARCH 00 NOT WELD GIRDER NO WELD LINTEL BLOCK ._.. -- (21.5 BARS CONT. 4x12Xt/,�" PLATE WITH BOTTOM CHORD TO I I 2" TYP - RE A3 - =_ I (2)-3/4 ' X 6" ANCHORS STABILIZER PLATE 511 \_ LINTEL BLOCK . - _. E 8' BLOCK WALL- 24-0" ALL- ---- 24-0" 00, OF or— -.. TRUCK DOCK & LEVELER HEADER DETAIL JOIST GIRDER — COLUMN JOIST GIRDER — COLUMN LINTEL DETAIL LINTEL DETAIL = c 13 3/4 - -0' 3/4" - 1'-0' 3/4'' - r-0' 1 3/4" • 1 -0' 3/a" - -0' 3/4" - 1'-0' • 'oo - ■ F -1 RE S5 1 RE' S'_i-1 - ie _ 1 d � E S5 ■ ■ R RE 55 1 RE' ,1 1 E 55 2 • � E JOIST OR BEAM, SEE PLAN -- - 6 -0 - — ' t '-5" • 4 y -----�{' a x EDGE OF FINISHED COLUMN->1 • � �-1 r �/e� � I�uricaL,aR e)ARS • ' I 19 I, " TIES AT 8"O.C, TS 4X4X1/4 TRUSS 1 1 o i I `i'AGK WELD IrS MASONRY �.)OINTS EXTENSION COLUMN I ) I - 1 , WITH1251DZGREEXTEONSION I u NOTE REFER TO ARCHITECTURAL AND �. i ---�-- I N EACH CELL 1 (2)-tt4 VERTICAL BARS I e MECHANICAL DRAWINGS FOR NO , TS 4xdX1/4 TRUSS ( ( TS 61/6x1 COLUMN - E SIZE AND LOCATION OF ROOF WlOX22 _ SECTION.. .-THROUGH COLUMN RE. A,D-22 I OPENINGS. PROVIDE STEEL FRAME FOR ALL OPENINGS _. ... BEAM. SEE 55-1 LARGER THAN 12" DIA, CR I � siF 12"02" SG 1/' - -- STIFFENER PL% �i I BE +4_ _T EA. SIDE - I I I ( I - - - T P OF wtOX22 IS a '/4 4 : r '�2' STIFFENER. BOTH SIDES -- °•••T L BEAM, SEE 55-t 2' 2.. 8' Vit, 2p� " HIGHER THAN TH� TOP OF W10x30 ° BEAM SEE S5-2 I I I� 40 " (2)-3/4" A325 BOLTS 1 N o o X114 l 6x61/2" X 3' a"DEFORMED WITH l' L 4x4x1/4 `-L6"x4"x5/16"x0'-6"(TYP' ) - 7 / (5)-I/z" X 24" DEFORMED BAR : - ,_ 1BJ(3/4" PLATE x WIDTH OF BEAM I1 "1/8"XDEPTH OF 10' BEAM 119'-'S '8' At08 ANCHORS ON t " ORYPACK I I F,. - 1 1/2" "B" DECK x „r 5X121/1/2" PLATE WITH (2) 1/2" DIA. X 6" A108 STUDS - - - - - - �I- _ _ .'6 W�B STIFFENER 11 1 I I" NON-SHRINK GROUT BED COLUMN BELOW, RF. S4-21 (2)•5_BARS X 4'-0„ (2)-•5 BARS X 7'-4" LONG I 1 c Yi" DIA, A325 BOLTS fF� (4) PLC'S AT GAGE W10X30 1 '-4" GROUT FULL BLOCK UNDER BEAM - - - ` TS 61/6X1/2 SECTION ABOVE I I Q 9 FOR 2'-O" CENTERED ON BEAM WITH j1 113'-4" 1 I /e RE. S4-25 FOR I 1 - A 66 VERT BAR IN EA. CELL COLUMN BASE L 2x2x3/16 BETWEEN TOP t;, t 0 i 8" BLOCK GROUTED FULL FOR 6'-0" SECTION I I • BOTTOM CHORD (TYP. EA. ' I I CENTERED ON THE THE BEAM WITH I I 2/4 2/4 (2 )-u4 VERTICAL BARS IN EACH CELL CORNER AND 5'-0" O C. MAX ) FRAMING AT ROOF OPENINGS BEAM AT WALL r�i E A"M — COLUMN FRAMING DETAIL ( SEAM SEAT TRUSS SUPPORT , _ j/4 t'-0' 4"� 1 0' 3/4" - t' 0 �F4S5-11k 2 RE . 1'-C)' ,/4S ,1 sl 1 RF S_,•1 RF .fir 1 RE :�`) 1 _ I� F F J 1 1 �( �5 I 1 ._9.. 3'-4" q 1 3 4 ; - (2)-0CHORDBARS 11 � ( 3 1-#5 VERTICAL BARS IN Et•CH CORNER — I _ _ _ WELDED TO BEAM x G(-� - 9" BLOCK. GROUTEp FULL, 1 I 12, CLEAR TYP. i 2 CLEAR TYP. RE. A3 FOR TYPE F01427A THE BEAM ONLY COMES INTO COLUMN ON W24X62 ONE SIDE. EXTEND THE I JOB NO. - ( KNIFE PLATE 1 PAST } \ O.T.O. DATA:- --7=- a, ,, COLUUMNTANDIWELDF O e WI(THx6)41/2`XTEBr, 93a57.�� • • • • • • • 1 I ' I T; R ANCHORS 3/e 8 ( I 1 1 H I 115' -0" H 07/14/9`3 OP E FOOTING -�I • • i _ _ __ � _ I 0 BE A MINIMUM I - __- - - _ - 114' -8" _ 114_'-8'" -- - --- ..- (OT- F() • , ' I OF 1 ' -O" BELOW I • _ i * 3,„ 1 0 ---(3)-3,4" A325X BOLTS ^ P r07/24/95 • THREADS EXCLUDED FINISHED GRADE II I 1 =N 1 • t --- t 4 I- 4 A325X BOLTS I I � ^�- (311-02 CLOSED TIES AT 2"O.C, ' -- `1 � • - + /5 I 1a FROMASHEAR PLANE ° 7X12X3/4" PLATE - t I 3," X 8' STUDS I ( f I FROM SHEAR PLANE CHECKED FY! 1 A� 6"0•C• UP TO t * I I z � � ELEV. 104,00 I I aBEAM, - - --- < SEE 2.28-1 I _ ANCHORS /4 X 6 \ 11 1 ? - - w18X65 -ti — DRAVVN BY ° WITH (6)- N • • • , • N 1 POUR INSIDE OF ` - - - - - - - - - - - - - - - - - - _ _ - - - - _ MASONRY COLUMN F001ING. RE. 51-3-f - R I� 11� W18X65 11'2 - 3.;' PLATE TS12X6X�{6 FULL LIP TO 2 - 3,, KNIFE PLATE TYP, SHEET TITLE I J I ELEV. 104.00 1'S 61/ X!•zCOLUMN WITH -TYP. (3)-3/4" A325X BOLTS ' + BB ]� /^ I • •�- • • • • • • & )3 �15E PLATE ' 11S' 0" 6 8 - 7 ( )-�/4 X 12" A.E. ( 6" BLOCK, GROUTED FULL.--1 3�i' STIFFENER. EACH SIDE I I REI• 3 0 _ • _ TS COLUMN W27X114 W27X114, TS 61/6X1/2 ��- �- �. �� RE. 54 -27it- _ - + _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , • FOR BEAM-COLUMN DETAIL HAS 4'-0" OF WALL 1 ATRDAO CEALR CELL gMFET NC. TS - - _,,•COLUMN WITH- 1 31-sty VERTICAL BARS IN EACH CORNER , « 7XI2X `BAS PLP E "' g a (4 )-i/4 X 12' A,B., r FOOTING. RF. S1-3 - CANOPY COLUMN FOOTING CANOPY COLUMN FOOTING BEAM — COLUMN SEAM — BEAM BEAM — COLUMN BEAM SEAT ,4 . , 3/4' - 1 � Rf a 1 - ` c+ RE4S5-2 -0 3/4" • t' 0' QF4 `5 11'-0' RE' S5-? ` REVISED 7/24/95 \\ r • A ` Pacitic Hwy,15570 BLIP 95.0400 ' ' tl'\I/l8\t47lp4.0an Jul 24 1995 14-.1f-39 R o1 N r ff J7 l ' �„ ! F..r. ; ... • ...,-. .1 ) � S •l1• .. s . .,.� .. a..'i IIF i - -, 1. •nf� . • • , 4✓ .- .. , _. 1 �__ .. ✓. - � .,i , •i.t M °'SR,�'N.iiktd�..,*,°„{,.�r.1as4,,,. ,(y;-..:-s_t._. - _ ' �•�1,JJ .,K•—,wpQ at,+lrf�l•1,yts r ✓ Y . h n j » , ./ • , 4r + 6A101,