Loading...
HomeMy WebLinkAboutS15 - SOUTH SCREEN WALL.pdfWP 3 12" CONCRETE WALL #5 DOWEL w/ 10" HOOK @ 18", CENTERED IN WALL (2) #5 HORIZ AT TOP FOOTING, SEE PLAN 8138' - 4" #5 HORIZ @ 10" SEE PLAN #5 TRANSVERSE @ 12" 3/4" 3/4" CHAMFER, TYP F/O SIDING UPPER LEVEL DECK SEE PLAN 2x8 SIDING 1/4" PLATE AT EACH PIECE OF SIDING HSS7x3x1/4 F/O JOIST SIDING MECHANICAL CONNECTION BEYOND 8164' - 0 1/2" 1/4" FITTED CAP PL 2 S15 WEEP HOLE EACH SIDE OF COLUMN FULL PEN S15 4 4" CL CONC WALL = CL COLUMN I 3/16 BASE PL 3/4x9x0'-9 w/ (4) 3/4"Øx6" WEDGE ANCHORS 1' - 0" 1 1/2"1 1/2" 3"1 1/2" 1 1/2" 1 1/2" 1 1/2" 3" 3" 1 1/2" 1 1/2" 9" 12" CONC WALL, SEE PLAN HSS7x3x1/4, TYP HSS5x5x1/4 HSS7x3x1/4 12" CONC WALL, SEE PLAN 18' - 3 1/2" 3' - 3 1/4" 3' - 4" 8144' - 10" 8148' - 1 1/4" 81XX' - X" VIF 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 1' - 3" 1 S15 8145' - 8" 8164' - 0 1/2" 8151' - 5 1/4" 2x8 BEVELED HORIZONTAL SLATS EACH SIDE HSS7x3x1/4 HSS7x3x1/4 HSS7x3x1/4 HSS7x3x1/4 HSS5x5x1/4 HSS7x3x1/4 HSS7x3x1/4 HSS7x3x1/4 EXTEND STEEL PL 3" BEYOND F/O COLUMN EXTEND STEEL PL 7" BEYOND F/O COLUMN PL 1/4x5x2'-0 EACH FACE OFINTERIOR COLUMNS, TYP 10 S15 11 S15 F/O CONCRETE UL DECK BEYOND UPPER LEVEL DECK SEE PLAN 3/16 DTT2Z INTO (2) RIM JOIST EXISTING (2) RIM JOIST PL 1/2x9x0'-9 w/ (4) 1/2" THRU BOLTS HSS3x3x1/4 8 S15 EQ EQ C I 2' - 0" 8142' - 8" 8142' - 0 7/8" 100° 1.1 8145' - 8" 8145' - 8" ( 8139' - 4" ) 8145' - 7 1/2" F30 ( 8131' - 8" ) F30 30' - 0" F30 ( 8133' - 6" ) 4' - 1 7/8" 13' - 6" 100° 1' - 9" 1' - 9" BP1 8144' - 10 3/8" 8145' - 8" 6" 1' - 0" 1' - 0" 1 S15 6' - 0" 12' - 9" 17' - 3" TO CL OF NEW CONC WALL 1 1/2" = F/O <E> WALL SHEATHING(2) #5 x 36" EPOXY DOWEL w/ 4" EMBED INTO EXISTING FOUNDATION WALL, TOP AND BOTTOM (4 TOTAL). 8144' - 10" S15 2 SX20 2 A A A A A A A A 8145' - 8" I A W8X10 PT 2x8 SYP No. 1 @ 16" LB28, TYP PT 2x8 SYP No. 1 w/ 1/2"Ø WEDGE-ALL BETWEEN EACH JOIST, CENTERED IN LEDGER INTO FOUNDATION WALL 9 S15 A A A A C I 2T 2K 2T 2K HSS4X4X1/4 (2) 14" LVL 1.1 14" LVL @ 16" SIM 1T 1K 1T (2) 9 1/2" LVL HSS6X4X1/4 (5) 2x8 A A A (5) 2x8 1T 2K (2) 2x10 SUBFACIA (3) 2x10 PURLIN (3) 2x10 PURLIN S8 8 SW1 SW1 6x6 6x6 6x6 6x6 HSS4X4X1/4 (2) 9 1/2" LVL 1T 1K HSS5X3X1/4 HSS5X3X1/4 HSS7X3X1/4 HSS7X3X1/4 HSS7X3X1/4 HSS7X3X1/4 HSS7X3X1/4 HSS7X3X1/4 HSS7X3X1/4 HSS7X3X1/4 (2) 14" LVL RIM JOIST 1 1/2" TYP 1 1/2" TYP STEEL COLUMN, SEE PLAN PL 1/2x9x0'-9 w/ (4) 1/2"Ø THRU BOLTS HSS3x3x1/4 4 5/8" 14" BLOCKING FIRST BAY ALIGNED w/ CL OF PLATE 14" BLOCKING AT MID SPAN OF DECK JOIST, SEE PLAN EXTERIOR WOOD STUD WALL FULL PEN FULL PEN L4x4x1/4 w/ (2) 3/4"Ø THRU BOLTS INTO BEAM. SLOT HOLES OF ANGLE. ATTACH TO CONC WALL w/ (2) 3/4"Ø WEDGE - ALL ANCHORS w/ 5" EMBED STEEL DECK BEAM, SEE PLAN SEE PLAN 12" CONC WALL, SEE PLAN 3/16 PL 1/4x5x2'-0 EACH SIDE OF COLUMN. CONNECT SLATS TO STEEL PL WITH (8) #10 CARRIAGE BOLTS 2x8 BEVELED HORIZONTAL SLATS EACH SIDE STEEL COLUMN, SEE ELEVATION 3/16 3 PL 1/4x5x1'-4 EACH SIDE OF COLUMN. CONNECT SLATS TO STEEL PL WITH (4) #12 1" SCREWS INTO EACH BOARD 2x8 BEVELED HORIZONTAL SLATS EACH SIDE STEEL COLUMN, SEE ELEVATION COLUMN SKEW NOT SHOWN FOR CLARITY STEEL DECK BEAM, SEE PLAN 3/16 3 SIDES EXISTING STEEL COLUMN 3/16 PL 1/4x3x0'-5 ISSUE RECORD 1650 Fallridge Road, Suite C-1 Vail, Colorado 81657 f.(970) 476-4901 p.(970)476-6342 S15 SOUTH SCREEN WALL MERIBEL CORPORATION 17040 182 West Meadow Drive Vail, CO 81657 0 6" 1' 2' 3' 3/4" 3/4" = 1'-0" S15 SECTION 1 6" 1' 2' 0 4' 1/2" 1/2" = 1'-0" S15 DETAIL 2 6" 1' 2' 0 4' 1/2" 1/2" = 1'-0" S15 SOUTH SCREEN WALL ELEVATION LOOKING WEST 3 0 6" 1' 2' 3' 3/4" 3/4" = 1'-0" S15 SECTION 4 0 2' 4' 8' 12' 3/16" 3/16" = 1'-0" PARTIAL FOUNDATION PLAN 0 2' 4' 8' 12' 3/16" 3/16" = 1'-0" PARTIAL MAIN LEVEL FRAMING PLAN 0 2' 4' 8' 12' 3/16" 3/16" = 1'-0" PARTIAL UPPER LEVEL FRAMING PLAN 0 6" 1' 2' 3' 3/4" 3/4" = 1'-0" S15 DETAIL 8 0 6" 1' 2' 3' 3/4" 3/4" = 1'-0" S15 SECTION 9 0 6" 1' 2' 3' 3/4" 1" = 1'-0" S15 SECTION 10 0 6" 1' 2' 3' 3/4" 1" = 1'-0" S15 SECTION 11 0 6" 1' 2' 3' 3/4" 3/4" = 1'-0" S15 SECTION 12 1/13/15 CONSTRUCTION ASI #4 5/15/15 06/26/15