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HomeMy WebLinkAboutB13-0456 REV9 plans APPROVED#4 ' s @ 8 " O . C . E A . WA Y (3 ) # 4 R E B A R CO N T I N U O U S A T T O P OF B O N D B E A M EQ.EQ.REBAR SECTION AT AUTO COVER BOX ENDS #6 ' s D W L S x @ 1 0 " WH E R E P O O L D E P T H IS G R E A T E R T H A N 6'- 0 " 4'- 6 " 4'-6" #6 ' s D W L S x @ 1 0 " WH E R E P O O L D E P T H IS G R E A T E R T H A N 6' - 0 " 4'- 6 " 4'-6" 6'-0" DEEP #6 ' s D W L S x @ 1 0 " WH E R E P O O L D E P T H IS G R E A T E R T H A N 6'- 0 " 4' - 6 " 4'-6" REBAR SECTION AT AUTO COVER BOX6'-278"4'-0" 4'- 0 " 4' - 0 " 25 ' - 1 1 1 8" 23'-10" 24'-11"1'-1"2'-212" 41 ' - 1 1 1 2" 44 ' - 2 " 1'-10" 5 PL 3 . 2 1 PL3.26PL3.2 PO O L S T R U C T U R A L N O T E S : 1. P O O L M U S T S T A Y F U L L O F W A T E R . 2. A L L R E I N F O R C I N G S T E E L S H A L L B E D E F O R M E D B A R S & C O N F O R M T O A S T M A 6 1 5 G R A D E 4 0 F O R #4 BARS. SPLICES TO BE LAPPED 22" MINIMUM AND THE MINIMUM CLEARANCE BETWEEN PARALLEL BARS IS 212". 3. G R O U N D I N G P E R N . E . C . / C . E . C . O F T H E S T R U C T U R A L R E I N F O R C I N G M U S T B E I N S T A L L E D P R I O R T O PLACEMENT OF CONCRETE. 4. S H O T C R E T E ( G U N I T E ) T O B E I N C O N F O R M A N C E W I T H I . B . C 2 0 0 9 S E C T I O N 1 9 1 3 A N D S H A L L HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, AND CONSIST OF 1 PART PORTLAND CEMENT TO 412 PARTS SAND AND 3 GALLONS OF WATER PER SACK OF CEMENT. 5. C E M E N T S H A L L C O N F O R M T O " S T A N D A R D S P E C I F I C A T I O N S F O R P O R T L A N D C E M E N T " A S T M C 1 5 0 6. U S E T Y P E V P O R T L A N D C E M E N T I N A R E A S W I T H M O R E T H A N 2 % S U L F A T E C O N T E N T A N D A S DIRECTED BY LOCAL BUILDING CODES. 7. K E E P C O N C R E T E D A M P C O N T I N U O U S L Y F O R 1 4 D A Y S . 8. A L L I N T E R I O R S U R F A C E S O F P O O L A N D S P A S H A L L B E C O A T E D W I T H A W A T E R P R O O F P L A S T E R FINISH.STRUCTURAL REBAR PLAN SC A L E : 1 / 2 " = 1 ' - 0 " ST R U C T U R A L R E B A R P L A N 1 PROJECT:DRAWING:RESNICK RESIDENCE VAIL, CO DATEISSUE 1/24/14PRELIMINARY 1/31/14PRELIMINARY 3/17/14DESIGN DEVELOPMENT 3/31/14REVISIONS 4/7/14MECHANICAL REV 5/3/14CONSTRUCTION 6/6/14BOND BEAM REVSCAPES06/09/2014 1'-0" TYP. 2'- 0 " 1'-0"#4's @ 8" O.C. EA.WAY #4's @ 8" O.C. EA.WAY #6's DWLS x @ 10"WHERE POOL DEPTH IS GREATER THAN 6'-0"4'-6"4'-6"5"5"3" (2 ) - # 5 ' s x EA . W A Y AT D R A I N S 16 " 16" #4 ' s @ 8 " O . C . E A . WA Y #4 ' s x @ 8 " 1' - 0 " FULL HT. #4 ' s @ 8 " O . C . E A . WA Y #3 C O N T . I N E A . NO S I N G , T Y P . 6'-0" WA L L R E I N F . A S I N SE C T I O N 3 WA L L R E I N F . A S A T R I G H T (3 ) # 4 R E B A R CO N T I N U O U S A T T O P OF B O N D B E A M 2'-034"4 PL3.2 6" CLEAN GRAVEL, BY G.C.COMPACTED STRUCTURAL FILL PER SOILS REPORT (PROVIDED AND INSTALLED BY G.C.)MAIN SUCTION DRAIN, WITH HYDROSTATIC DRAIN, VGB APPROVED, REFER TO EQUIPMENT SCHEDULEFRENCH DRAIN,BY G.C. 3" 7" 5" 5" WH E R E P O O L D E P T H IS L E S S T H A N 6 ' - 0 " #4 ' s x @ 8 " O . C . 1' - 0 " FULL HT. #4 ' s @ 8 " O . C . E A . WA Y 1'-0" (3 ) # 4 R E B A R CO N T I N U O U S A T T O P OF B O N D B E A M 2 PL 3 . 2 1'-0"#4's @ 8" O.C. EA.WAY #4 ' s @ 8 " O. C . E A . WA Y 1'-0"#6's DWLS x @ 10"WHERE POOL DEPTH IS GREATER THAN 6'-0"4'-6"4'-6"(3) #4 REBAR CONTINUOUS AT TOP OF BOND BEAM 3"7" 1'-512"1'-6" 3" CL R 2'- 1 0 " 1'- 1 0 " 1'- 1 0 " 3 PL 3 . 2 #4 ' s CO N T I N U O U S @ 8 " O. C . E A . WA Y 1'-0" #4 ' s @ 8 " O . C . E A . WA Y 2'-03 4" 6" 1' - 2 12" 6" 10 " 1' - 4 1 2" 3" 7" WH E R E P O O L D E P T H IS L E S S T H A N 6 ' - 0 " #4 ' s x @ 8 " O . C . 1' - 0 " FULL HT. (3 ) # 4 R E B A R C O N T I N U O U S AT T O P O F B O N D B E A M VARIES 6"1'-0" 1' - 0 " (2 ) # 4 ' s C O N T I N U O U S #4 ' s @ 8 " O . C . 1'-51 2" 1'-6" 3" CL R 2' - 1 0 " 1' - 1 0 " 1' - 1 0 " #4 ' s C O N T I N U O U S @ 8 " O . C . E A . W A Y STRUCTURAL REBAR SECTIONS SC A L E : 1 / 2 " = 1 ' - 0 " SE C T I O N 1 PROJECT:DRAWING:RESNICK RESIDENCE VAIL, CO DATEISSUE 1/24/14PRELIMINARY 1/31/14PRELIMINARY 3/17/14DESIGN DEVELOPMENT 3/31/14REVISIONS 4/7/14MECHANICAL REV 5/3/14CONSTRUCTION 6/6/14BOND BEAM REVSCAPES SC A L E : 1 / 2 " = 1 ' - 0 " SE C T I O N 5 SC A L E : 1 / 2 " = 1 ' - 0 " SK I M M E R S E C T I O N 4 SC A L E : 1 / 2 " = 1 ' - 0 " SE C T I O N 6 SC A L E : 1 " = 1 ' - 0 " TY P I C A L W A L L S E C T I O N 2 SC A L E : 1 " = 1 ' - 0 " TY P I C A L W A L L S E C T I O N 3 06/09/2014