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HomeMy WebLinkAboutB12-0392 REV2 S-400 plan approvedBRICK TOP COURSE SEE ARCH #6 @ 12" O.C. VERT #4 @ 12" O.C. HORZ CONC SLAB ON GRADE SEE CIVIL1/2" PREFORMED JOINT FILLER #5 @ 12" O.C. LONG.#5 @ 12" O.C. TRANS.#6x DOWELS @ 12" O.C. EF LTSTOWSEE PLAN SEE PLAN4'-0" #4 x 4 ' - 0 @ 1 2 " , E C , CT R (1 ) # 4 x C O N T 2" 1 1/2" CLR 8" 8" 1' - 4 " 1'-0" 4'-0" MIN #4 x @ 2 4 " O . C . , A L T E R N A T E HO O K D I R E C T I O N #4 @ 1 2 " O . C . H O R Z . HSS3x2 1/2x1/4 MITER & CJP WELD @ CORNERS SEE ARCH FOR PAINT SPEC HARDI-PANEL SEE ARCH1.5Bx18GA METAL DECK W/ #12 TEK SCREWS @ 36/4 @ SUPPORT & #10 TEK SCREWS @ 12" O.C.@ SIDELAPSPL1/4x3 DIAGONALPL1/4x1 DECK SUPPORT BA R S I Z E A N D S P A C I N G TO M A T C H H O R I Z R E I N F LT S T Y P HO R I Z R E I N F SO L I D C I R C L E I N D I C A T E S AD D I T I O N A L V E R T I C A L B A R S , SI Z E T O M A T C H V E R T R E I N F OP E N C I R C L E I N D I C A T E S VE R T I C A L R E I N F BR I C K T O P C O U R S E SE E A R C H SE E FO R W A L L R E I N F O R C E M E N T CO N C S L A B O N G R A D E SE E C I V I L 1/ 2 " P R E F O R M E D J O I N T F I L L E R LTS TO W SE E P L A N 4'-0" 8" BR I C K P I L A S T E R @ C O R N E R S SE E A R C H S- 5 0 0 1 1' - 4 " 16 " x 1 6 " P I L A S T E R W / (4 ) # 6 V E R T . & #3 T I E S @ 1 2 " O . C . SE E FO R F O O T I N G R E I N F O R C E M E N T S- 5 0 0 1 (E ) S L A B - O N - G R A D E (E ) W A L L (E ) F O O T I N G (4 ) # 4 x 2 ' - 6 " @ F O O T I N G 2'- 0 " 6" SI M P S O N S E T A D H E S I V E #4 x 2 ' - 6 " @ 2 4 " O . C . @ W A L L 2'-0" TYP #4 @ 1 8 " 2' - 0 " . 6" . AD H E S I V E A N C H O R (E ) S L A B O N G R A D E BRICK TOP COURSE SEE ARCH BRICK VENEER @ CORNERS W/ VENEER TIES @ 16" O.C.SEE ARCH CONCRETE BRICK LEDGE 8" BELOW GRADE DOWELS TO MATCH VERT LTSEMBED PL 1/2x8x1'-0" W/(2) 3/4"Øx5" HAS3S-500HINGE SEE ARCH 8"TYP @ CORNERS 1 SX2 1 SX3 1 (4 ) # 6 V E R T #3 T I E S @ 8 " O . C . BR I C K V E N E E R 3/ 1 6 6 5/ 1 6 6 HS S 8 x 4 x 5 / 1 6 P O S T W/ 1 / 4 C A P P L GA T E S E E . S- 5 0 0 3 1 (4 ) # 6 V E R T #3 T I E S @ 8 " O . C . BR I C K L E D G E B E L O W G R A D E 1'-4" 1' - 2 " 8" 4" 3/ 1 6 BA S E P L 1 / 2 x 1 2 x 1 ' - 0 " W/ ( 3 ) 3 / 4 " Ø A N C H O R R O D S 2" 6" 4" 2"6"4" 2" 8" 2" AD D 1 / 2 N U M B E R O F B A R S IN T E R R U P T E D B Y O P N G PL U S 1 , S P A C E A T 3 " O C DE T A I L S I M I L A R FO R C I R C U L A R OP E N I N G S NO T E S : 1. D E T A I L A P P L I E S U N L E S S R E I N F I S S P E C I F I C A L L Y D E T A I L E D O N T H E D R A W I N G S LT S + 1 8 " , T Y P 3' - 0 " M A X W H, 3'-0" MAX TY P I C A L O P E N I N G NO T E 1 D 12 " M A X NOTE 1 AL I G N P E N ' S VE R T I C A L L Y B/ W A L L NO T E S : 1. G R E A T E R O F 2 x D A N D 1 2 " , W H E R E C L E A R DI S T A N C E I S N O T A C H I E V A B L E , T R E A T A R E A AS S I N G L E O P E N I N G R E I N F O R C E D P E R " T Y P I C A L O P E N I N G " D E T A I L 2. D O N O T C U T R E B A R A T P E N E T R A T I O N S L O C S . R E B A R M A Y B E M O V E D 8 " M A X T O AC C O M M O D A T E P E N E T R A T I O N S EDGES, TYP 12" FROM ALL TY P E W 2" C L R T O R E I N F , NO T E 2 AT O P E N I N G S 1 2 " O R L E S S AR R A N G E P R I M A R Y RE I N F T O P A S S B Y PE N E E T R A T I O N S AD D ( 1 ) # 5 E A C H S I D E AN D I N - B E T W E E N A L L PE N E T R A T I O N S (2 ) # 4 x 4 ' - 0 S I D E - B Y - S I D E PL A C E B E T W E E N TO P & B O T R E I N F EA C O R N E R DPA Project:Sheet Number:COPYRIGHT 2011 - DAVIS PARTNERSHIP, P.C.Sheet Title:2301 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 0225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960DenverVail Consultant Issue/RevisionsDateNo.Sheet InformationProject Information MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: DESIGNERS: DATE PRINTED: 181 W. Meadow Drive Vail, Colorado 81657 Trash and Recycle Enclosure 11/1/2012 1:37:13 PM Project NumberS-500DETAILSREVISION 110/31/2012 SJM SJM PD Project Number PD 3/4" = 1'-0"1TYP ENCLOSURE WALL 3 / 4 " = 1 ' - 0 " 5 WA L L @ T H R E S H O L D 1 1/2" = 1'-0"3GATE SECTIONASI #110/31/20121 NO S C A L E 7 TY P C O R N E R R E I N F 3 / 4 " = 1 ' - 0 " 6 EN C L O S U R E W A L L @ C O R N E R 3 / 4 " = 1 ' - 0 " 8 CO N N @ ( E ) F O U N D A T I O N W A L L NO S C A L E 9 SO G D O W E L T O E X I S T I N G 3/4" = 1'-0"2GATE JAMB DETAIL 3 / 4 " = 1 ' - 0 " 4 GA T E J A M B 3 / 4 " = 1 ' - 0 " 10 GA T E J A M B @ F D N NO S C A L E 12 TY P C I P W A L L P E N E T R A T I O N S 1 1 Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 0 9 I n t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) By Ma r t i n Ha e b e r l e at 3: 3 8 pm , No v 23 , 20 1 2