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NEW PARTION WALL <br />2x4 0 16" o,o. <br />R-15 5ATT IN5UL. <br />1/2" GYP. EA. SIDE <br />P. -T. 561- PLATE <br />1" RIGID FOLY150. IN5UL <br />R-6 ADDED TO ALL INTERIOR <br />5UP,FACE5 15TWN <br />1" 5ATTEN 15RD5. <br />EX5TG. CONC. 5LA13 <br />E C.-14 T 10 N 5 D C N Uli N V E 10 N <br />BEAM TO REPLACE WALL <br />6x12 HF -# <br />2x <br />R-49 <br />W/ I " <br />2x6 <br />WINDOW <br />4x4, OR I <br />W/ R-10 F <br />NEW EX <br />EITHER <br />wl K-21 <br />2x6 0 <br />GATT, E <br />VAPOR <br />NAIL RAFTER TO TOP <br />PLATE (3) 16d, AND <br />TO CEIL. JOISTS (5) l(ol <br />AND JOIST TO TOP <br />PLATE ((4) 5,;1. <br />NEW 2x6 I -IF *2 RAFTER 0 24" o.c. <br />1/2" FLY. 5HTG., NAILED 8,1 0 6"/12" <br />DOUBLE LAYER UNDERLAY, <br />COMP. SHINGLE ROOF <br />50LID BLOCK EA. TKI-155 <br />NAILED TO TOP PLATE <br />5&D 6" o.c. <br />NEW 2x4 CEIL. JOISTS 0 24" o.c, <br />NEW 5RG. WALL <br />2x4 0 16" o.c. <br />F.T. SILL PLATE <br />D5L TOP PLATE <br />1/2" FI-Y 5HTG. NAILED <br />8d 0 6"/12" <br />50T. SILL PLATE <br />F.T. 2x4 HF #2 <br />BOLT 0 6' o.c. MAX. <br />USE "TITEN" 130LT AS NEEDED, <br />1/2" x Co" wl 5"x3"x0.023" <br />5Q. WA5HER5 TYP. <br />NEW 0" CONC. <br />FNDN WALL <br />51-61, <br />7'- ro <br />CIR. CONIC. PIER <br />10" DIA, Y 15" <br />2x4 BRACE. NAIL TO KAFTEP, EX5TG, RAFTERS 2x4 <br />�-n <br />4 NEW SHED EXTENSION <br />2x6 HF #2 RAFTERS 0 24" <br />FOR NEW ROOF. <br />SHEATH wl 1/2" FLY, <br />NAILED 5cl 0 0"/12" <br />COMP. SHINGLE ROOF <br />OVER SINGLE LAYEF, UNDERLAY. <br />2x4 HF #2 CEIL. J015T5 <br />0 24" ox. <br />CONIC. SLAB <br />NEW AREA <br />SECo 5 �")HEP EXTENSION <br />LLj <br />cc <br />06 <br />CNCN <br />CN <br />co <br />CN <br />0 <br />cc <br />0 <br />" <br />z <br />CN <br />V <br />< <br />co <br />.0 <br />THESE DRAWINGS, SPECIFICATIONS AND OTHER <br />DOCUMENTS AND ELECTRONIC DATA FURNISHED <br />SPECIFICALLY FOR THIS PROJECT BY THE ARCHITECT <br />ARE INSTRUMENTS OF SERVICE. THE ARCHITECT <br />RETAINS ALL COMMON LAW, STATUTORY AND <br />OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT <br />IN THEM. THESE DRAWINGS, SPECIFICATIONS <br />AND OTHER DOOLMI TI AND ELECTRONIC DATA <br />SHALL NOT BE USED BY THEIR PURCHASERS OR <br />OTHERS) ON OTHER PROJECTS, FOR ADDITIONS TO <br />THIS PROJECT, 01 FOR COMPLETION OF THIS <br />PROJECT By OTHERS, EXCEPT BY AGREEMENT <br />IN WAITING AND WITH APPROPRIATE <br />COMPENSATION TO THE ARCHITECT. <br />6417 REGISTERFE) <br />CHTECT <br />DEAN C. RIOTIS <br />STATE OF SHINGTON <br />O <br />0 <br />co <br />0 <br />C/-) <br />co <br />E <br />0 <br />2 <br />C/I <br />o <br />0 <br />2fo <br />o <br />-'- <br />LU <br />('5 <br />co <br />o <br />0 <br />Q0 <br />CID <br />z <br />u <br />0 <br />U <br />ULc <br />K-250 FLOOR IN5UL. <br />2x10 HF *2 RIM c\j <br />ACTING AS DEAM <br />A54 ANGLE <br />KIM TO P05T JOIST TO RIM <br />co <br />H D 2.5 A OR LEDGER, TYF. EX5TG. 2x6 <br />F05T 4x4 HF #2 P.T. RAFTERS <br />CL <br />KF13Z 15AOE TO PIER <br />Lu <br />13EDROOM 2 <br />66 <br />Lu <br />KPf5Z E5A5E SINGLE TOP PLATE <br />cc <br />EX5TG. 4x(o- <br />PIER 10" DIA. x 16" DEEP REAM 0 OUTER WALL <br />w <br />LIJ <br />5/5" EXT. Tl-ll <br />SHEATHING <br />cf) m <br />LL C) <br />CURTAIN WALL <br />0 <br />2x4 0 16" o.c. <br />5 E C F L A N V I E W <br />SILL PLATE <br />F.T. 2x4 <br />co <br />EX5TG. CONC. 5LA5 <br />t")ECTION 1 <br />Page # <br />A-3.0 <br />