Loading...
HomeMy WebLinkAbout27 A3.0 Building Elevations 6-17-2019SCALE:WEST ELEVATION1/8"=1'-0"A6.2 EA6.3 G6'-4"A6.6 M A 6 . 5 L STEEL CHANNELCORNICE STANDING SEAMMETAL ROOFBRICK SOLDIERCOURSING STANDING SE A M METAL ROOF CORRUGATEDREZIBOND KALWALL SKY L I G H T C O R R U G A T E D R E Z I B O N D B R I C K S O L D I E R C O U R S I N G B R I C K S O L D I E R C O U R S I N G BLACK C-CHANNELLINTELBRICK SOLDIERCOURSE CORRUGATEDREZIBOND 2'-2"STEEL C-CHANNELCANOPY, BRICKBEHIND TOP OF PARAPET129'-3"TOP OF CANOPY111'-0"TOP OF CONCRETE100'-0" S T E E L C H A N N E L C O R N I C E T O P O F W I N D O W 1 1 0 ' - 0 " S P A N D R E L G L A S S , G 5 1234567 8 1234567 8 9 9 3'-0"3'-0"3'-0"3'-0"3'-0" 3 ' - 0 " 3 ' - 0 " 3 ' - 0 " 3 ' - 0 " 3 ' - 0 " 3 ' - 0 " 3 ' - 0 " 1'-4" C L 1'-4" C L CLCL1'-4"1'-4"5-07-20195-07-2019 E L E C T R I C A L P A N E L S C R E E N 0 6 - 1 3 - 2 0 1 9 0 6 - 1 3 - 2 0 1 9 5 - 0 7 - 2 0 1 9 BRICKBLACK STEELC-CHANNEL CAN O P Y , w/ BRICK BEHIN D SCALE:NORTH ELEVATION1/8"=1'-0" A 6 . 0 A A 6 . 0 B A6.1 D A 6 . 1 C A 6 . 3 I A 6 . 4 J 7 ' - 4 " 1 2 ' - 1 0 " B R I C K S O L D I E R C O U R S E 2 4 G A . F L A T M E T A L P A N E L S C O R R U G A T E D R E Z I B O N D S T O R E F R O N T W I N D O W S Y S T E M B L A C K C - C H A N N E L C A N O P Y S T A N D I N G S E A M M E T A L R O O F TOP OF PARAPET129'-3"TOP OF C-CHANNEL121'-4"STOREFRONTWINDOW SYSTEMTOP OF CANOPY112'-4"STEEL CHANNELFRAMETOP OF CONCRETE100'-0" T O P O F P A R A P E T 1 1 8 ' - 8 " T O P O F C A N O P Y 1 1 1 ' - 0 " FIBERGLASSCORNICE 1 2 3 1 2 3 B R I C K S O L D I E R C O U R S I N G 25258'-0"LIGHT7'-4"SPANDRELGLASS, G5H G F E D C B A H G F E D C B A G A S M E T E R S T E E L C H A N N E L C O R N I C E A7.1 9 A7.1 10BLACK STEELC-CHANNEL CANOPY,w/ BRICK BEHIND E Q . E Q . E Q . E Q . E Q . E Q . 2 / A 4 . 0 D O W N S P O U T C E N T E R E D O N D O W N S P O U T , C O L O R : B L A C K D O W N S P O U T C O L O R : B L A C K 1'-9" 9" 10'-10" 11" 10'-10" 0 6 - 1 3 - 2 0 1 9 2 4 G A . F L A T M E T A L P A N E L S 2 4 G A . F L A T M E T A L P A N E L S 0 6 - 1 3 - 2 0 1 9 0 6 - 1 3 - 2 0 1 9 0 6 - 1 3 - 2 0 1 9 4'-0" 8'-0" S C A L E : S O U T H E L E V A T I O N 1 / 8 " = 1 ' - 0 " B R I C K S O L D I E R C O U R S I N G C O R R U G A T E D R E Z I B O N D S T E E L C H A N N E L C O R N I C E S T E E L C H A N N E L C A N O P Y B R I C K S O L D I E R C O U R S I N G S T A N D I N G S E A M M E T A L R O O F K A L W A L L S K Y L I G H T F I B E R C E M E N T P A N E L S B L A C K C - C H A N N E L P E R I M E T E R C O R R U G A T E D R E Z I B O N D F I B E R C E M E N T P A N E L S S T E E L C H A N N E L C O R N I C E S T O R E F R O N T W I N D O W S Y S T E M ( B L A C K F R A M I N G ) S P A N D R E L G L A S S , G 5 S P A N D R E L G L A S S , G 5 T O P O F W I N D O W 1 0 9 ' - 3 " T O P O F W I N D O W 1 1 0 ' - 4 " 9'-4" 1 4 1 ' - 0 " 3 2 S Q / F T 3 2 S Q / F T 3 2 S Q / F T T O P O F C O N C R E T E 1 0 0 ' - 0 " H G F E D C B A H G F E D C B A 3 ' - 1 " 3 ' - 1 " 3 ' - 1 " 3 ' - 1 " 1 ' - 1 " 1 ' - 1 " 1'-4"1'-4"1'-4"1'-4" 3'-0"3'-0"3'-0"3'-0" 3 ' - 1 " 3 ' - 1 " 3 ' - 1 " 3 ' - 1 " 1'-4" 1'-4" 1'-6" 3 ' - 1 " 3 ' - 2 " 3'-0" C L C L C L 1'-4"1'-4"1'-4"1'-4"1'-4"1'-4" E L E C T R I C A L P A N E L L O C A T I O N S E E 1 5 / A 7 . 0 7'-0" PANEL 7 ' - 0 " P A N E L 12'-1" M E T A L S C R E E N , S E E 1 / A 7 . 3 5 6 4 S Q / F T T O T A L A R E A 4 ' - 8 ' A B O V E S I D E W A L K 1 4 4 S Q / F T E X I S T I N G G L A Z E D A R E A , E X C E E D S 1 4 1 S Q / F T R E Q U I R E M E N T . L A N D S C A P E B L O C K F R O N T A G E F A C A D E T R A N S P A R E N C Y C A L C U L A T I O N S : T O T A L A R E A x 2 5 % ( 5 6 4 x . 2 5 = 1 4 1 R E Q U I R E D G L A Z I N G P E R T A B L E 3 8 . 5 1 0 . 0 3 0 . C , L A N D S C A P E B L O C K F R O N T A G E S T A N D A R D ) 1 6 S Q / F T A 6 . 0 A A 6 . 0 B A 6 . 1 D A 6 . 1 C A 6 . 4 K 1 2 3 1 2 3 A 6 . 4 J 5 - 0 7 - 2 0 1 9 5 - 0 7 - 2 0 1 9 3 2 S Q / F T 0 6 - 1 3 - 2 0 1 9 0 6 - 1 3 - 2 0 1 9 9'-4" B R I C K S O L D I E R C O U R S E 0 6 - 1 3 - 2 0 1 9 0 6 - 1 3 - 2 0 1 9 3 ' - 0 " 3 ' - 0 " 3 ' - 0 " 3 ' - 0 " 3 ' - 0 " 3 ' - 0 " 3 ' - 0 " 2'-8"3'-0"3'-0"3'-0"3'-0" 5 ' - 0 " C L 5 ' - 0 " C L F I B E R C E M E N T P A N E L S 3 8 3 S Q / F T T O T A L A R E A 4 ' - 8 ' A B O V E S I D E W A L K 4'-0" 8'-0" 2 5 S Q / F T 1 1 6 S Q / F T E X I S T I N G G L A Z E D A R E A L A N D S C A P E B L O C K F R O N T A G E F A C A D E T R A N S P A R E N C Y C A L C U L A T I O N S : C O R R U G A T E D R E Z I B O N D T O T A L A R E A x 2 5 % ( 3 8 3 x . 2 5 = 9 5 . 7 5 R E Q U I R E D G L A Z I N G P E R T A B L E 3 8 . 5 1 0 . 0 3 0 . C , L A N D S C A P E B L O C K F R O N T A G E S T A N D A R D ) S T E E L C H A N N E L C O R N I C E S T E E L C H A N N E L C A N O P Y B R I C K S O L D I E R C O U R S I N G S T O R E F R O N T W I N D O W A N D D O O R S Y S T E M ( B L A C K F R A M I N G ) O V E R H E A D D O O R w / F R O S T E D G L A S S P A N E L S T O P O F W I N D O W 1 1 0 ' - 0 " S P A N D R E L G L A S S , G 5 9 5 ' - 8 " 2 5 S Q / F T 2 1 S Q / F T 2 4 S Q / F T 2 1 S Q / F T T O P O F C O N C R E T E 1 0 0 ' - 0 " S C A L E : E A S T E L E V A T I O N 1 / 8 " = 1 ' - 0 " A 6 . 3 H A 6 . 2 E A 6 . 5 L A 6 . 2 F A 6 . 5 L 1 2 2 6 ' - 4 " 1 4 ' - 0 " 2 5 2 5 C O R R U G A T E D R E Z I B O N D 2 4 G A . F L A T M E T A L P A N E L S S P A N D R E L G L A S S , G 5 S T E E L C H A N N E L C O R N I C E B R I C K S O L D I E R C O U R S I N G S T A N D I N G S E A M M E T A L R O O F B R I C K S O L D I E R C O U R S I N G 8'-0" LIGHT FIXTURE 7'-4" 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 9 9 1'-6" 1'-6" C L C L 11'-4" 1 9 ' - 0 " K N O X B O X S T E E L C H A N N E L 1 / A 4 . 0 5 - 0 7 - 2 0 1 9 1 ' - 9 " 0 6 - 1 3 - 2 0 1 9 0 6 - 1 3 - 2 0 1 9 3 ' - 0 " 3 ' - 0 " 3 ' - 0 " 3 ' - 0 " 3 ' - 0 " 3 ' - 0 " 3 ' - 0 " 3 ' - 0 " 3 ' - 0 " 3 ' - 0 " SCALE:WEST ELEVATION1/8"=1'-0"STOREFRONT WINDOWSYSTEM A6.2 EA6.3 HA6.5 L123456123456 NOTE:COAT FACE BRICK WITH WATERREPELLANT PER SPECIFICATIONS 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. 06/17/2019 XXX A3.0