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Plans 1224 Ocean Blvd. (vault) S i p 0 a O i, i C (3nN3AV A"ONVW d1N3WN03) AVM 30 IH0118 ,OS OF O Q8VA31n08 Nd900 w � � Q W LJ D N 14 (Ii .io vi rn (n.'V z 1 t m '(01313 ,O£'OS) i O d Cp a o .00* JR RL ILLI " .S O to ( to - j i s ,1 Nt3 3t�i; ImJ r c�V V 3 3 Z 3 Q W _ _ i•'3�ii Z 1 G ly 20 m U lii II _ X {w N01N8 Al N N1VM tJ _ DOOM 5 y z 3 9.g saz i L t Zo Ili O =2 �� � }' t N L� Fv 3 ( � U T H o � W ¢ W N $ ArI } D m 1 O J 9 IRR C4 1 W N n W W n O 11 W le o v t(? i z '' " 0 Z r O O O o u Z N N � I X00 O C'4 3 � c s � g a i 0_ Q n k O N I ( ' t� m �p z : w 00 ♦Z♦�� i,i ,l£'Ll O W m W Q V YKI o .L'9a _o m tl 3 f� W O N 4 Of La 0 Z 0 L'LZ O € 1 N z, ) d Q J Z Z tl U OiV O P O a U W U W a O (n J Z 1 r t U ° _ xm to w U WZm O W O JA V9 .L LZ Z g W a. Q L,J Q U � A, rr oa &^ ��o o zXz W 1 meLLJ g ¢ z I el tl N Q F N N 4 x N U W O W ~ z W Q rm p K 9K O I. R i i� SWI-Ez V) w 2 Z w -mow ,. P�I Id I'', j � _ x _ Ha m x \ — — Z�� N O 0000 ~ N = d U Q V 7 301133 OOp�11 .9 z N D w o H � 0 J U N F- 0 tl O f Y t &n q oaz O rr 0 Wm 0 �I ) ( ''. ` a l€' U o (O131d ,0£'OS) n N m p a d 0 ° O U m I O N a�� J z a ¢zd y f m =� r_nWm ai` � m � X �LLJ el,�o} W m ms Wtn GJ90 O Z W w0 3Zl.l Y Z FfFfFf 6 £8 30Vd '91, N008 1Vld H—z z r z o O ¢ g SWO � � NO WdW F Z 'oN i1Nn kVMNNVd HOV38 OLLNVIlAV Z rria F m o w o� U K 0 to I o J 4 ^ t eF i Ii w � II � , 1 I � Header Header r . 12 Microl,am Beams IIS ' ! ' 2x8 studs 16' o,c, , Ll lig i 1 I R ii 9 � Section A / 1 Typ , Wall Section 1 Notest Notes 1, Shore existing roof systems as necessary, remove 1. At( walls shalt be 2x4 construction 16' o,c, existing masonary walls, and Install above framed opening, 2. Attach new wall to existing roof system with Simpson 2, Attach new wall to existing roof system with Simpson Hi ties/or straight straps. �1 I 'Hl' ties/or straight straps, 3. All plate shall be #2 syp, and wall studs shalt be pine/ i` 3, All plate shall be #2 syp, and wall studs shall be pine/ spruce 16' o,c, 6 1 ; spruce 16 ac, 4. Sole plates will be attached to the founcation with 4, Sole plates will be attached to the founcation with 1/2' anchor bolts or redheads @ 21' ac 1/2' anchor bolts or redheads @ 21' o,c, 5, R-13 Insut, will be placed in walls and R-30 In ceilings, 6. Exterior siding shall be T-1-11 over house-wrap, 7, Interior wall will be 1/2' sheetrock, x' General Notes ; rel ', yIII �E 7 1. Slabs shall be 2500 p§i with 6x6 wwm, 2. All footings will have (2) #5 rebnr, �I 1 wl 3 The new utility room if24o f shalt be conv. I framed with #2 syp 2x6 i existin 4. All other framing will fall willber eattaced k " roof systems, Bearing �+ with the proper slmpsonties/straps above, i ill i , , 3 , If r I. �J < S '. 3q E, III til r i 8" Block Wall on Exist Walls/2x4 Frame orn New. ' 4" Conc. Slab— £ s ' a f� l WWM In S. In ft s & 6x6 lab �I 2 5 Rebar �I ^ 9 I r • I I I. i wide x 12 tall Ftg I fl : j Fo ot *i n e a a ^ I