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HomeMy WebLinkAbout25 A1.0 Refuse Enclosure Plan and Details 6-17-20192'-0"8'-0" 2'-0" 12'-0" 11'-4" D O O R S T O O P E N A N D B E S E C U R E D - 1 8 0 ° T R A S H E N C L O S U R E F I N I S H N O T E S : M E T A L S I D I N G : R E Z I - B O N D 2 4 G A . , 7 / 8 " C O R R U G A T E D S T E E L F R A M I N G : P A I N T A L L E X P O S E D S T E E L B L A C K B R I C K : S E E S P E C S C A S T S T O N E C A P S : D A R K G R E Y F A S C I A : B L A C K M E T A L S O F F I T : B L A C K L I N E A R M E T A L R O O F : 1 2 " S T A N D I N G S E A M , B L A C K ( 7 ) 6 " C O N C R E T E - F I L L E D S T E E L B O L L A R D P E R C I V I L CJA1.0 2 OUTDOOR STORAGES101(UNHEATED)1'-4"1'-4"13'-4"AIR COMPESSOR(SEE SPECS)NOTE: VERIFY SIZEOF DUMPSTERSPRIOR TO CONTR.11'-0"11'-0"NORTHSCALE: 1/4" - 1'-0"REFUSE ENCLOSURE PLAN 1'-0"8"4'-0"5'-4"4'-0"2'-0" 2 ' - 0 " 14'-0"12'-0"1'-4"6" 8" 40'-0"A1.0 5A1.0 6A1.0 113'-0"13'-0"SLOPE SL A B TO DOOR SLOPE SLABTO DOORA1.0 2/3SIM. A 1 . 0 2 / 4 S I M . 11'-4" 2'-0" S C A L E : S O U T H E L E V A T I O N 1 / 4 " = 1 ' - 0 " BRICK S T A N D I N G S E A M M E T A L R O O F C O R R U G A T E D R E Z I B O N D STANDING SEAMMETAL ROOFSCALE: 1/4" - 1'-0"EAST ELEVATION METAL DOORSAND FRAME (PAINTBLACK) B R I C K C A S T S T O N E C A P 2 6 " S Q U A R E S O L D I E R C O U R S E B R I C K 1234'-4"5'-4"4'-4" 1 2 ' - 0 " 1 ' - 4 " 1 ' - 4 " 4'-0" BOLLARD 1'-4"6"11'-0"2'-0"11'-0"2'-0"SLIDING 3/4" DIA. x 24" J-BOLTAT EACH DOOR BOTTOM -INSTALL GALV. STEEL PIPE INGROUND TO ACCEPT J-BOLT NOTE:COAT FACE BRICK WITH WATERREPELLANT PER SPECIFICATIONSSCALE:WEST ELEVATION1/4"=1'-0" S C A L E : N O R T H E L E V A T I O N 1 / 4 " = 1 ' - 0 " BRICK CORRUGATEDREZIBOND B R I C K C O R R U G A T E D R E Z I B O N D B R I C K F A C E 123 B R I C K S O L D I E R C O U R S E B O L L A R D 1 ' - 4 " 6"BRICK SOLDIERCOURSE 4" 1 " T . O . C . M . U . P I E R 1 0 8 ' - 0 " 1 0 0 ' - 0 " T . O . C O N C . S L A B C A S T S T O N E C O L U M N C A P 2 6 " x 2 6 " S Q . A A 2'-0" 2 ' - 0 " V E R T . # 4 A T E A . C E L L ( G R O U T S O L I D ) # 4 R E B A R T I E @ 4 8 " O . C . - W I T H I N 1 6 " O F T O P A N D B O T T O M 8 " C O N C R E T E B L O C K # 4 R E B A R T I E @ 4 8 " O . C . - W I T H I N 1 6 " O F T O P A N D B O T T O M V E R T . # 4 A T E A . C E L L ( G R O U T S O L I D ) B R I C K 8 " C O N C R E T E B L O C K P L A N V I E W A - A 5 " C O N C . S L A B w / 4 " x 4 " W 2 . 9 x W 2 . 9 W . W . F . T H I C K E N E D E D G E C O N C R E T E S L A B - P R O V I D E ( 4 ) # 4 D O W E L S A S S H O W N A T E A C H P I E R 2'-0" 1 ' - 0 " 1 ' - 0 " ( 2 ) C O N T . # 4 ' s A T S L A B P E R I M E T E R D E T A I L S C A L E : 6 A 1 . 0 1 / 2 " = 1 ' - 0 " ( W A L L S E C T I O N ) 1 0 0 ' - 0 " T . O . C O N C . S L A B 5 " C O N C . S L A B w / 4 " x 4 " W 2 . 9 x W 2 . 9 W . W . F . T H I C K E N E D E D G E C O N C R E T E S L A B - P R O V I D E ( 4 ) # 4 D O W E L S A S S H O W N A T E A C H P I E R 2'-0" 1 ' - 0 " 1 ' - 0 " ( 2 ) C O N T . # 4 ' s A T S L A B P E R I M E T E R B R I C K 8 " C O N C R E T E B L O C K w / # 4 ' s A T 2 4 " O . C . V E R T . & 3 2 " O . C H O R Z . - G R O U T S O L I D W R A P F A S C I A w / P R E F I N . B L A C K A L U M . B R A K E M E T A L B L A C K L I N E A R M E T A L S O F F I T D R I P E D G E 5 / 8 " A P A - R A T E D S H E A T H I N G 2 x 8 ' s A T 2 4 " O . C . 2 x 8 S I L L P L A T E w / 5 / 8 " x 1 0 " A N C H O R B O L T S A T 3 2 " O . C . E D G E N A I L I N G 1 ' - 4 " 2 x B L O C K I N G w / 1 6 d T O E N A I L E D I N T O S I L L P L A T E @ 6 " O . C . B R I C K H 2 . 5 A T E A C H R A F T E R 1 2 3 S T A N D I N G S E A M M E T A L R O O F I N G D E T A I L S C A L E : 5 A 1 . 0 1 / 2 " = 1 ' - 0 " ( W A L L S E C T I O N ) N o . 9 T R U S S - T Y P . G A L V A N I Z E D J O I N T R E I N F . @ 1 6 " O . C . ( E V E R Y O T H E R C O U R S E ) 2 x 1 0 " B A R G E R A F T E R 2 x 6 " F A S C I A B O A R D 5 " x 1 0 " x 1 / 2 " P L A T E w / ( 2 ) 3 / 4 " D I A . x 5 " E M B E D C E N T E R E D O N P L A T E H S S 4 x 4 x 1 / 4 " T U B E S T E E L C O L U M N w / ( 2 ) 3 / 4 " D I A . B O L T S O N E A C H S I D E O F C O L U M N . W E L D T O B A S E P L A T E w / 3 / 1 6 " F I L L E T W E L D A L L A R O U N D C O A T B A S E O F E M B E D D E D P O R T I O N w / C O A L T A R E P O X Y D E T A I L S C A L E : 2 A 1 . 0 1 1 / 2 " = 1 ' - 0 " ( C O L U M N A T F O O T I N G ) 3 6 " x 8 " D E E P C O N C . F T G H O L L O W M E T A L D O O R F R A M E ( I N S U L A T E D ) I N S U L A T E D S T E E L D O O R C O N C R E T E B L O C K 4" 2" AT JAMB P R O V I D E 1 6 " - D E E P F U L L Y - G R O U T E D 8 " - C M U L I N T E L w / ( 2 ) # 4 H O R I Z O N T A L B A R S A T 1 1 / 2 " F R O M B O T T O M O F L I N T E L D E T A I L S C A L E : 1 A 1 . 0 1 1 / 2 " = 1 ' - 0 " ( S T E E L H E A D / J A M B S I M . ) T . O . F T G . = B . O . T H I C K E N E D 9 8 ' - 3 " # 4 @ 1 2 " O . C . E A . W A Y A T B O T T O M O F F T G . L 4 x 4 x 1 / 4 " T . O . C O N C R E T E 1 0 0 ' - 0 " S L A B 8" 3 ' - 0 " D E T A I L S C A L E : 3 A 1 . 0 1 1 / 2 " = 1 ' - 0 " ( H I N G E ) H S S 4 x 4 x 1 / 4 " T U B E S T E E L C O L U M N w / ( 2 ) 3 / 4 " D I A . B O L T S O N E A C H S I D E O F C O L U M N . A T T A C H T O B A S E P L A T E @ F O O T I N G 2 x 2 x 1 / 8 H S S P E R I M E T E R F R A M E w / 1 x 2 x 1 / 8 H S S C R O S S B R A C I N G , A L L F U L L Y W E L D E D B A R R E L H I N G E M O U N T E D T O 1 / 2 x 1 1 / 2 P L T O A L L O W F O R 1 8 0 ° D O O R S W I N G B R I C K 1 / 4 T Y P . P I E R R E I N F O R C E M E N T S E E 4 / A 1 . 0 C O R R U G A T E D R E Z I B O N D S I D I N G 6 x 4 x 5 / 1 6 A N G L E - A N C H O R T O B R I C K w / 3 / 4 " D I A . x 6 " E X P . B O L T S A T 2 4 " . O . C . 2 x 2 x 1 / 8 H S S P E R I M E T E R F R A M E w / 1 x 2 x 1 / 8 H S S C R O S S B R A C I N G , A L L F U L L Y W E L D E D D E T A I L S C A L E : 4 A 1 . 0 1 1 / 2 " = 1 ' - 0 " ( W A L L P A N E L S ) NORTHSCALE: 1/4" - 1'-0"FOUNDATION PLAN 12'-0" 40'-0"13'-0"13'-0"PLACE TOP OF FOOTINGAT BOTTOM OFTHICKENED SLAB 10'-8"10'-8"THICKENED EDGE FLOATING SLAB3'-0" 3 ' - 0 " 3'-0"3'-0"3'-0"3'-0" A 1 . 0 2 LCLCLCLCLCLC L C BOZEMAN MT TOWN PUMP BOZEMAN NO. 6 SHEET NUMBER SITE PLAN ISSUE 10/30/2018 2525 N 19TH AVENUE PROJECT / OWNERDATE 1031ARCHITECT 406-587-1139 FAX 587-7369 1007 E. MAIN SUITE 202 BOZEMAN MONTANA LOCATI ARCHITECTSMECHANICAL ELECTRICAL CONSULTANTS STRUCTURAL DRAWN BY JDL JOB No. CHECKED BY HICKS ENGINEERING (406) 586-4365 MILLENIUM ENGINEERING (406) 458-6599 AMES ENGINEERING (406) 458-0494 SITE RESUB.03/06/2019 DB BID/PERMIT SET 04/01/2019 SITE PLAN REV. 06/17/2019A1.0