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11 11 r I1__ <br />'__� 4 DUMPSTE <br />1*16T�EALE- —114-=V-0- <br />5" O.D. STL TUBE POST <br />FILLED W1 CONIC <br />FORM CONIC CAP <br />6-311ro I.D. FORMED <br />4 <br />r <br />z <br />LIGHT FIXTURE AT <br />V-ro" ON UNISTRUT - <br />SEE ELEC <br />CLR <br />F <br />CORRIDORS - SEE <br />DUCTS ABOVE <br />MECP <br />5UF�31_AR 5ARS 10 1" <br />�DO.C. A50VE HALLWAY <br />AND UNIT PARTITIONS <br />PREFIN MTL COILING <br />DOOR <br />FLUSH PREFIN MTL <br />HEADER <br />TYPICAL CORRIDOR SECTION <br />SCALE: 1'-0" <br />SLOPE 1/4"X-0" <br />SEE CIVIL <br />FOR PAVG <br />(o " D IA STL PIPE <br />5OLLARD <br />6" SPLIT FACE CMU <br />SEE STRUCT <br />0 <br />STL FRAMED <br />SWINGIN63 DOOR <br />LOSURE FLAN <br />LOCATE Mr=CW IN CORRIDOR AREA <br />BETWEEN TOP OF UNIT AND 5TRUCT- <br />UNIT NUMBER PLAQUE BY WALLWA' <br />MFR - COOR. NUMBERING W1 OWNER <br />SEMI-RECI <br />FIRE XT11% <br />CABT, EXC <br />SURFACE t <br />PIERS <br />FLUSH PREFIN MTL <br />HEADER <br />FLUSH PREFIN MTL <br />/_PIER <br />N-M-00 a <br />�FIN MTL <br />_Iw_3 DOOR <br />_w <br />NOTES: 1. INTERIOR METAL PANELS TO BE V-4" HIGH. PROVIDE 5URSLAR BARS AT THE <br />TOP OF: THE METAL WALL PANELS AT THE HALLWAY AND BETWEEN STORAGE <br />UNITS. <br />2. WHEN BLDG 1.5 SPRINKLED AND THE LOCAL PIPE MARSHAL REQUIRES IT, <br />DELETE BURGLAR 15ARS AND PROVIDE 2x2xlro GA WIRE MES14 W1 2x2x2O GA <br />SUPPORT ANGLES ON A 5'xI0'GRID ACROSS T14E TOP OF STORAGE UNITS AT <br />THE TOP OF METAL WALL PANELS, FOR PROTECTION OF SPRINKLER HEADS. <br />/007N TYPICAL INTERIOR STORAGE UNIT <br />Oil <br />A5f0j <br />5CALE: No" V- <br />UMPSTER FRONT <br />SCALE: 1/4"-V-0" <br />DIUMPSTER 51 <br />A5-6) SCALE. 1/4"zV-0" <br />5'-1 3/4" <br />_T5 24x3llro WELDED C3x4.1 PERIMETER <br />GATE FRAME ON CHANNEL WELDED TO <br />INTERIOR TUBE FRAME AND <br />PREFIN MTL PNL LAPPED OVER FIREFIN <br />MTLPANEL <br />1,14 1 <br />STL WIW-sE WELDED <br />TO GATE FRAME <br />- j I I \ \1 <br />8-311roll I.D. FORMED <br />E <br />=LTSTL COLLAR WELDED <br />TO STL POST <br />zz <br />8-311ro" ITD. FORMED / 7Z <br />STL HINGE WELDED <br />-sATE FRAME <br />TO C <br />5-311ro" I.D. FORMIEED <br />D <br />STL COLLAR WELDED\ <br />TO STL POST <br />PAVING - SEE N N <br />CIVIL <br />co <br />tz <br />11 11 1=1 I k <br />I MI I MEI I IN I I I I - I <br />I S I M I M .4 1=1 I 1- <br />rf <br />I I Ful 11 f <br />I I IEEI I <br />I IE I IEI I M I I <br />Mi � I� 111 91@1111 <br />4- <br />4 <br />INVERTED C3x4.1 <br />MI I IEEII <br />d I I= CHANNEL AT GATE <br />Q z <br />I f <br />IE1 I 50TTOM <br />-I I 1EEI I r 4, 4 3/411 I.D. STL PIPE <br />4 <br />Ed I IEI I IEI I I— EMBEDDED IN PAVING TO <br />— '111 <br />-I I IEI I F <br />=LI RECEIVE STOP - LOCATE <br />— AT CLOSED AND OPEN <br />11 JEJ I IE 4 .04 1 1=1 <br />POSITIONS <br />ILI <br />11=11[ CONC ENCASEMENT W1 <br />-=I I MI ds El I 1=1 I' MIN S" COVER <br />-14 <br />4 <br />4 4 <br />CLR 'if <br />i� DIUMPSTER GATE SECTION <br />A510 I <br />SCALE: 3/4"=V-0" <br />LATCH AND <br />HASP W1 <br />PADLOCK <br />1/2 STL FIN <br />STOP <br />T.O. MASONRY <br />4" 5RIC <br />JT REIN <br />VERT - <br />SLAB — <br />CONC FTG <br />SEE STRJCT <br />K�a� DIUMPSTE <br />�A5.6) SCALE: 37--r-o-, <br />­CK ROWLOCK <br />rOND <br />T.O. MA50NRY <br />--FIN MTL PNL <br />P-1) OVER 5TL <br />�)R FRAME <br />T-1) <br />POST (FNT-1) <br />SLAB <br />VATION <br />'BRICK ROWLOCK <br />'5RK-1) <br />T.O. MASONRY <br />�PLIT FACE CMU <br />1CMU_I) <br />�TL POST (FNT-1) <br />VATION <br />NCL SECTION <br />FLUSH PIREFIN MTL HEADER <br />FLUSH PREFIN MTL PIER <br />PREFIN MTL COILING DOOR <br />W/ ELECTRIC OPERATOR <br />--ro"xe" ADA COMPLIANT SIGN <br />W1 ISA PICTOGRAM, <br />"ACCESSIBLE" RAISED <br />CHARACTERS, AND <br />ACCESS15LE" BRAILLE <br />C(I C-4 LOOP <br />X z \-ELECTRIC OPERATOR <br />CONTROL <br />GRASPABLE SLIDING BOLT <br />LATCH W1 STRAP AND 6" DIA <br />NOTES: <br />1. PROVIDE HANDICAP ACCESSIBLE STORAGE UNITS <br />WHERE INDICATED ON PLANS BY THE SYM5OL: <br />2. DETAIL 15 FOR ACCESSIBLE UNITS WITH COILIWG DOORS. <br />FOR ACCESSIBLE UNITS WITH SWING DOORS, PROVIDE <br />BOLT STRAP AND &"xe" ADA COMPLIANT SIGN,. <br />PAN <br />DICAP ACCE5815LE UNIT <br />A5-6) SCALE: 3N." V-0" <br />TRAPEZOIDAL SEAM ROOFG <br />SYSTEM W1 THERMAL <br />BLOCKS + VINYL FACED <br />INSUL (R-32) <br />SLOPE <br />PREFIN MTL <br />CLOSURE <br />PREFIN MTL <br />Z"—GUTTER <br />TOS-1 P <br />1-1/4" GALVALUME MTL <br />WALL PANEL <br />'*-I-MTL PURLINS <br />SEE STRUCT <br />MTL FRAMG W1 5ATT /_PREFIN MTL FLASW_% <br />INSUL (R-le) <br />SEE STRUCT <br />3/4" EIFS REVEAL <br />VARIES /4 <br />TOS_R4KE <br />11/2 E IFS <br />5ATT UUUULQUUUUUUQUUQ <br />Emu UM 3 <br />MTL PURLINS <br />SEE <br />ROOF STEF SECTION _If=S REVEAL <br />io r12 <br />SCALE: 3/4"zl'-O" A5-6 SCALE. 3" V-0" <br />—ROUNDED CAP <br />150LLARD COVER <br />4 <br />6" DIA STEEL PIPE <br />50LLARD FILLED <br />W/ CONC <br />4 SQUARE FORMED <br />ccl CONIC TOP <br />a FAVIWG - SEE <br />CIVIL <br />21-014 <br />SQ <br />COL <br />MTL LINER FNL OVER STL TUBE COLUMN - <br />4 <br />------ ro" MTL STUD$ W1 BATT SEE STRUCT <br />777— — — — INSUL (R-1e) - SEE 31IX3" STL TUBE W1 <br />-111— —1 <br />I IE1 I M I I— III STRUCT <br />rv"x5" STL PLATE - <br />SEE STRUCT <br />IEE �A <br />4 <br />=-I I I— I I M <br />%Q z COL Ion <br />Ed I I- ul M90 <br />r Ell I I= El I 1=1 <br />I JEEI I 1 4 1— _CONC <br />M/ ENCASEMENT <br />W/ MIN roll cq <br />-1/2" EIFS (R-5.1) SEAL TUBE TO WRI5 W1 <br />COVER I FLEXIBLE SAF <br />S I I-- AW5 OVER 5/8" GYP SEALANT OVER ROD <br />=1 I MI <br />11111M I 'a - SWEATHG TAPE <br />_sr— MI I 1-- <br />z EI I M (o"x&" PLATE BY <br />. . . . . . . . CANOPY MFR <br />4 <br />__ TILI SUPPORT ROD BY <br />CANOPY MFR <br />-11--DIA MIN <br />50LLARD DETAIL ri-i"N CANOPY 5 <br />UFFORT FLAN DTL <br />A5fO) SCALE: .3/4-'zI'-0" �1*10J SCALE: .3/4"cl'-O" <br />METAL STUD AW5 OVER 5/8" GYP <br />W1 5ATT INSUL SWEATWG -7 <br />INSULATION 50ARD <br />R/ /4 <br />CLOSED CELL BACKE L3 E IF$ BASE COAT <br />ROD AND SEALANT <br />EXPANSION JOINT <br />�4� DETAIL AT EIFS <br />SCALE.- 3" V-0" (3C TO PROVIDE EXPANSION <br />JOINTS PER INDUSTRY <br />STANDARD APPROX. <br />A5b <br />SCALE: 3/4"=V-011 <br />uj 0 UJ U- cn D �Lu uj <br />Of z G cn of < _j <br />< U-0- <z >, 6 <br />_j L < uj U) <br />z < 0 LLI <br />cn __j u, j �, -M - <br />I__ 0 LL. U F— <br />�2 oj--, F- i­- Ln 1.- 0 0 0 <br />'j, I U <br />Lu <r < 0 <br />z <br />0 =)o ��:-o <br />0 K<oFoz D <br />w I, z z <br />Zolj�'-006 1--LD <br />< I_ ou 10- U- 0 <br />U_Z�Qr_-N�_-oww =w-- <br />00 <br />(D W:D uz z I__ z w M <br />z >_ w u_j wz 'u 'u/j, <br />�i , 1,� "n <br />< 0� =) =) - G_ z < <br />w , 8 'u <br />Q� M u 0 3 0 i Z' <br />C�OLUCJ�ujw Zu__jouQ_o(D <br />Lu Cr I-- M i­- Ir z < E < w cr w u z <br />cf) CL Wa�< W<Lj!<(r=3: <br />0� a- Lu <br />W Lu U u w I— I- y x W. (-) F- < <br />Ir w Ir af < Z Lu = <br />< co < a- F/5 c� o > F__ ci 'o <br />u <br />u <br />u <br />u <br />A <br />ISSUE: FOR CONSTRUCTION <br />REVISIONS: <br />PROJECT NUMBER <br />201812 <br />DATE <br />4-3-19 <br />SHEET NUMBER <br />A506 <br />