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DRB16-0529_A502_1502214300.pdf
6 I 5 I 4 I 3 I 2 I 1 2X8 R SAWN WOOD CAP RAIL W/EASED EDGES, STAIN TO MATCH TREX PRESERVATIVE TREATED WOOD POSTS, STAIN TO MATCH TREX IW 1 1/2" DIAMETER PAINTED STEEL askervil HANDRAIL WITH SUPPORT BRACKETS AT EACH END AT WOOD POST 0 2X4 R.S. WOOD RAILING, STAIN P.O. BOX 400, RICHMOND, VA 23218-0400 Lu w J_ Q rY OWNER 0 THE WIDEWATER N, CM LL o 0 GROUP O O z ° r = N OO TR ECKING B DS O J• 1 H -DR VATIVE ATED 2X6 0 c• ' I% TREAD 2) PER S < Co ❑ 0 11" b Q O 1 H N U- O D_ ° TOWN OF VAIL USE 1 \ 1 1\ I I I \ 2X8 PT WOOD JOISTS 6" r 4'' PROJECT AT 16" O.C. MAX. — ,}' 2.160036.0 JOIST STRAP, GALVANIZED AT lt _,... \ DOUBLETREE VAIL, >_ 2X8 R.S. WOOD CAP RAIL W/ EACH JOIST �i PRESEVATIVE TREATED r RIPPED PRESEVA IVEcor i I EASED MATCH TREES, STAIN TO CO. CONVERSION 2X10 PT SUPPORT BEAMS 2X12 STRINGERS TREATED 2X8 RIS RS - > BOLT TOGETHER @ 24"O.C. \.,cm NI TOTAL ❑ LL in r PR RVATIVE TREATED WOOD : •CKING AS © © . N REQUIRED ` EVEL A coP.T. WOOD POSTS, STAIN 0 \ - TO MATCH TREX 0 2211 N. FRONTAGE EXISTING, NEW OR 4 c RD., VAIL, CO. REPLACEMENT CONCRETE PIER • a a / o H 81657 a I CONCRETE FOOTING FOR STAIR STRINGERS -SEE Q STRUCTURAL 4 4 \ N 2X4 R. . W D RAILINSTAIN 1'-6" 11 co / / 4 ifl c) M 6D STAIR DETAIL co SCALE: 3/4"= 1'-0" • N �' • CO 1X DECORATIVE VERTICAL - I RS WOOD SLATS, STAIN - N `o TO MATCH TREX co H co 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" i FLASHING, CONT. ' 7 p / STAIR BEYOND 8 1C I 3C ( 1C / � I TREE DECKING BOARDS \ TREX DECKING BOARDS A502 A502 A502 N "'' \ I I I l I I \I I I I 1 I I'� RAILING, SEE DETAIL 1C/A502 ••' r '" J 2X8 PT BAND BOARD I II I I I 1 TP 1X10 RS CEDAR FASCIA !!"4114"F P4/e.1 I I cki II - I I I I J ALIGN W/CORNER 1I I1 U /-x# @ 16" O.C. MAX. 0 # +rl I 2X8 PT WOOD JOISTS 12" DIA. CONCRETE JOIST STRAP, + PC)ST/PIER SI IPPORT W/ @ 16" O.C. MAX. GALVANIZED @ 2X10 PT SUPPORT BEAMS 0 FIELD VERIFY EXISTING GRADE ,/ BOLT TOGETHER @ 24"O.C. I PRIOR TO STAIR FABRICATION AND / 4 #4 VERTICAL DOWELS JOIST NAILER, GALVANIZED EACH JOIST �07 INSTALLATION '71) DRB W/#3 TIES AT 12"O.C. EXPANSION ANCHOR APPROVED 1:1±0" o PT WOOD BLOCKING AS 8/8/2017 12:00:00 2X10 PT HEADER JOIST REQUIRED TO LEVEL AM I I 1 1 - - �I o\ - EXIST PRECAST WALL / - EXISTING, NEW OR 3'-0"x 3'-0" x 1'-0"CONCRETE REPLACEMENT FOOTING BELOW, TYPICAL CONCRETE PIER REINFORCE W/3#5'S EA. WAY 3'-0" PROVIDE 3" COVER AT BOTT. i / 6C ELEVATION — DECK EXPANSION 2C PROPOSED DECK RAILING I C PROPOSED DECK RAILING 2C NEW LEDGER @ EXIST. NEW LEDGER @ EXIST. A502 1 BUILDING .// BUILDING 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 1.'-5 1/2" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" c r O jj (04 • E ..r. , i \ \ —y y �— +-- - \ \ 7ENT G. O ti t9" CO 1FARMER 0 E --EXISTING WOOD DECK SCOPE / - - EXISTING WOOD DECK SCOPE 0 AR ' 94 REPLACE STRUCTURAL MEMBER-FOR-MEMBER WITH REPLACE STRUCTURAL MEMBER-FOR-MEMBER WITH V COMPARATIVE PRESSURE TREATED LUMBER MEMBER. 1 1 COMPARATIVE PRESSURE TREATED LUMBER MEMBER. O 06/20/2017 44/ o_ REUSE CONCRETE PIERS TO FULLEST EXTENT POSSIBLE. REUSE CONCRETE PIERS TO FULLEST EXTENT POSSIBLE. �� •� °' ALL CONNECTIONS ARE TO BE GALVANIZED. • - - 1 1 ALL CONNECTIONS ARE TO BE GALVANIZED. SFD ARG N- m o NEW TREX DECKING BOARDS, RAILING PER DETAILS o NEW TREX DECKING BOARDS, RAILING PER DETAILS m b THIS SHEET. b THIS SHEET. 2X PT. WOOD JOISTS DECK EXPANSION 23 DECK @ 16" O.C. MAX. -\ EXPANSION / 4'-3" TREE DECKING co _, I J I _ 1 CI \ —DN. �\ I ,/ . 0 COPYRIGHT 2017 BASKERVILL. USE OF THIS WORK IN WHOLE OR O • pp\ L IN PART IS FORBIDDEN WITHOUT EXPRESSED WRITTEN CONSENT. c L J L_ J L J co 0- NEW STAIR TO ATCH POST/PIER SUPPORT w 1 C 3' -0" x 3'-0"x 1'-0" CONCRETE A502 EXISTING 7" RISERS MAX.. FOOTING BELOW, TYPICAL1 J 1 ISSUE oo - 11"TREADS MIN. G.0 TO FIELD-- - - ❑I -- - VERIFY GRADES PRIOR TO 8 1/2" I EXISTING EXIT STAIR TO REMAIN r o c� CO 5'-0"x 1'-0"x '-0"CONCRETE 6/28/2016 o CONSTRUCTION / / ao co CV CV FOOTING FO STAIR s - PERMIT SET ❑ /8\ NEW LEDGER @ EXIST. NEW LEDGER @ EXIST. U - <- BUILDING r BUILDING O 2C /1/� I /1//" O A502 0 • \ 4 L ALIGN W/CORNER L ALIGN W/CORNER 1 10/28/16 CCD 02 of 1 1 1 1 1 T - L_ .L L_ J L_iJ J L � O 811// 1C RAILING, SEE DETAIL,TYP. o O A502 O 8 6/2/17 CCD4 U _ TREX DECKING _ LINE OF TREX DECKING ABOVE > °' DECK TO BE DESIGNED °' O FOR 100 PSF LIVE LOAD H PLUS SELF WEIGHT _ 7 POST/PIER SUPPORT BELOW PO DI PIER SUPPORT W/ 0 DRAWING TITLE O 4 #4 VERTICAL DOWELS DECK EXPANSION Ch W/#3 TIESAT12" O.C. • Q \ \ -\1 1 1 Ili 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1❑ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 \ \ le O Oi Q & REPLACEMENT L J L J L J i° 8 1/2" 1C 0 9'-0" 9-0" 9'-0" / / 9'-0" A502 9'-0" 8 1/2" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 8 1/2" 3'-0" x 3'-0"x 1'-0" CONCRETE / / / / / / / -/ / / / / / / FOOTING BELOW, TYPICAL c.iN REINFORCE W/3#5'S EA.WAY 0 32'-5" 46'-5" PROVIDE 3" COVER AT BOTT. 2 / / / 0 E2 0 MINIMUM ALLOWABLE SOIL 0 <46650C> BEARING PRESSURE: 1,500 PSI 0 H DRAWING NO. 6ADECK PLAN — DECK EXPANSION 3AFOUNDATIONPLAN — DECK EXPANSION SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1' 0" A502 6 I 5 I 4 I 3 I 2 I 1