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DRB16-0123_3C A2.1_1478902731.pdf
lei OF gr, i IS *n Od ib 1.435 170 DRB APPROVED 4/22/2016 12:00:00 AM VIC\ DONALDSON OR VARK 2 X 5 GUARDRAIL 2 X 6 GUARDRAIL FACE OF EXISTING 1 X 8 BALUSTER EXTERIOR SIDING 4 X 4 POST \-- 2 X 10 RIM JOIST N RE: STRUG 2 X 6 DECKING i) n m 2 X IO LEDGER RE: STRUG -ARCHITECTURE \ Ii 110'-b" 2 X 6 JOIST RE: STRUG PL-MING LN \ 16-6" Flu V.LF. x "x"X NTERIORC k lb TREADS CO II" EACH / II m \ SINCE 1977 \ \ 2X6RAIL d'\ 1101-1" \ 2 X 4 RAIL 4'-01/2„ ARCHITECT S V.I.F. 90VI BENCHVARKROAD 2" DIA HANDRAIL SUITE 207 , 1 X 5 TO MATCH EXTG BOX 5300 � _ ' `TMP' AVON CO 81620 2 3 _LL I ��.1 A2.1 _ ] 970 . 949 . 5200„II 1 ......„,„ = 3 * chrisj@vmda. com _ ,� FAX 949 . 5205 _ w 7 \ m o es I) _ \ (; TOR <-)0\\ NEW 4x4 COLUMNS \ — - I y A•► RE: STRUG ] )` -'� ' ' l 3 _ — g ,. - A1.1 __ — III 100'-0" I c.:+ • % . uul� DECK — S0_ UITE EXIST GRADE SECT N*;5/1:'D & wil EXISTING GAS ] NEW 2 X 12 = ,...... STRINGER SCALE: / 2" _ - 0" RE: 5TRUG \ _ - 100'-O" Illlio I TOP OF SLAB "iIIII CO O 0 N" � Z NEW GONG PAD w NEW GONG PIERS RE: STRUC Z 0 AND FOOTERS ° D RE: STRUG U) 11CC eel OpLo --4 r--4 Z �� 0 CO < Ce7 co i \ / \ / \ w i \ i \ / \ Z / \ C.) 0 L J L J / \ l 2 X 8 GUARDRAIL O 0 L J 2 X 6 GUARDRAIL LL M u) _ 2" DIA. HANDRAIL TYP. W- - _ 3-O BOTH SIDESEC</STA ,------,,_------VATT � TI 1 X 8 BALUSTER 0 (1) SCALE: I / 2" = I' - 0" Npeil 4 X 4 POST G0 S. ZA 1.1.1Z W m 9 2 X 12 TREAD m Q M 2 X 6 CLOSED RISER CD M110'-6" (TYP•) IDI V.I.F. MUM7, 4'-0 1/2" ` 1) AB SUBY 0 2x12 AND 2x6 STRINGERS RE: STRUG NEW DECK SUPPORT ©COPYRIGHT RE: STRUG Victor Mark Donaldson Architects All Rights Reserved REVISION DATE 03/28/2016 JOB NO. 1204 STAIR ELEVATIONS . 100'-0" AND SECTIONS imIV" EXIST GRADE SHEET NO. A2 . 1 STA R 5-CT 0 C%i SCALE: I / 2" = I' - 0"