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<br />riI. FIRST FLOOR
<br />-V 100'-0'
<br />
<br />~
<br />
<br />TOP OF LEDGE
<br />98'-7"
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<br />in
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<br />
<br />47'-4"
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<br />1.
<br />2.
<br />3.
<br />4.
<br />5.
<br />6.
<br />7.
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<br />7'-6" 7'-6" X RETAINING WAll
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<br />: r::f=- ======:::1 PORC S' ~ : : 4- ,r--'L---t, BELOW TOP OF I :
<br />I I 4- :: I I : i FOUNDATION WALL :::J:
<br />I :::j I 16'-7" II __n !.J 17'-5" I I I <( I
<br />:$:1 11/1111 I I I~I
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<br />I r-- 1 I , .~ II T"" I t- 'f ~----' L---h ii', ry.-O" 1'-10" I, ';3'-4"
<br />[ I , ::> 3'-9"// "" II 'fL;--------- J1 "-1" -
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<br />ci I -- (21 a, I ill ~ ~ ,. I I I I '-/1.
<br />33'-0" L_____ "I ~: ~ ~: ~ : r------lg 55 ~ :~ :: ::ll 36"x36"x12"PADW/(3) : ..' ~ : - : i\o2l_0"
<br />5'0" 21'-6" 6'-6" 6'0" I I <.:> 1!2 Ii !~~!Z b :~ I ! ~ tt4BARSEA_WAY(TYP)) . 2'+6~! 14'-0" I ,I
<br />_ _ - -!, I I L_____J =>1- l='<( R I ,-<1 :Z_~I 1 I
<br />r- _____ ~__ ______________________________________ ___________ _, ~:: : 181 : ~ 3!:; FLUOR II FLUOR I ~ :'" : : ~ P~ I ----' ~ L________ ~------~~
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<br />i' I I II ,I I ,-, 0:: ~ I I I J1;~ ' ,--- I "'" ...... 10'x8'-9' FOUN""' III IN ,n/A" -
<br />I I' D CUT"" >:i' I I I ( ) 0:: W I I I 101 ~Uf\,,~,. nnLL ,.
<br />I I I I--w'" FLOOR
<br />: Ir--~ -----------------------------------------1 12/ r----, I J I I 1(-'\ ~ t;: DRAIN AS : r, II"'" : I r --j -----------~~---l
<br />I _, I I I L<:::!I-____ ,I L!l~_'3~~.!:E ~~J 1\ j3!:o REQUIRED I I ; BEALM-PO-CKET-r--1 1 I
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<br />I 1 ,,0::1 I I I 1l~ 001 1 : I l~R I II
<br />I I $:1 I UP I I WALL WALL L 1------- .J II
<br />I i\o I Zl I I 1. FLUOR FLUOR 16'-8" I I 4'-6" I [ "', 25'-0"
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<br />: : UNEXCAVATED ~: .... ; STAIRS 1 >/ ~------------ ,FIFS--------l - FLUOR FLUOR \:.::;~l~~~~~~P} I FLUOR I FLUOR I :
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<br />! B i ~! l S002: ';:'~':~=~;:~tER;:~;~~~~~ ~~B~MPOCKET i--\-~" ______J
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<br />i g! I I i: @ EXPOSED WALL! AC iN '.,Ci1 : 181 ~ : riD if ~
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<br />I I 5'-5" I I vumJ ,,~
<br />: I ' I H' FROST WALL /' 2' 10'x8'-9' FOUNDA' ION WALL /P '-
<br />. , I I : L ______________________:~ __ _:Y> ____ _________________f _________
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<br />Vi2x6 WALL CONSTRUCTION WITH BLOCKING FOR
<br />I BEAD BOARD
<br />6 Mil POLY VAPOR ON WARM SIDE
<br />ri:;J.;:;;: 3/4' T&G BEAD BOARD TYPICAL, REFER TO
<br />1" RIGID INSULATION:\III~ ELEVATION FOR SIZE AND DIRECTION
<br />
<br />>
<br />FIBERCEMENT SIDING -< WOOD FLOORING OVER LAYER OF ACOUSTIMAT
<br />FLASH AS REQ \ \ ~ PRODUCT OR WHISPER WOOL UNDERLAYMENT
<br />lx8 BOARD \ \ ~ AND 3/4" T&G OSB SUB FLOOR - TYPICAL
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<br />RIGID INSULATION ~
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<br />^ 'it '--FLOOR TJI WI BAlT INSULATION
<br />
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<br />o~ ~ TREATED WOOD SILL
<br />#4 REBAR 4FT O.C_ MIN
<br />
<br />6" .: 4"
<br />
<br />" .. /"
<br />
<br />~/
<br />/
<br />2
<br />
<br />NOTE:
<br />SEE 1/A800 FOR ADDITIONAL WALL SECTION INFO.
<br />
<br />b
<br />
<br />,
<br />-on
<br />
<br />JOIST BEARING DETAIL
<br />3/4" = 1'-0"
<br />
<br />4'-0"
<br />
<br />8'-0"
<br />
<br />GENERAL NOTES
<br />
<br />o -
<br />,....
<br />- I
<br />ro -
<br />COol "
<br />
<br />5'-3"
<br />
<br />GC TO VERIFY ALL BEARING CONDITIONS, IF SOIL IS SANDY UPSlZE ALL 36"x36" PAD FOOTINGS TO 48'x48",
<br />GC TO VERIFY ALL DIMENSIONS.
<br />GC TO COOR. FINAL SITE GRADING, STOOPS AND FOUNDATION HGTS.
<br />CONTRACTOR TO COOR. PLUMBING lOCATIONS PRIOR TO SLAB POUR.
<br />CONTRACTOR TO PROVIDE ALL REQ. CONTROL JOINTS IN SLAB.
<br />NO UTILITY OR VENTILATION PENETRATIONS TO BE VISIBLE AT FRONT ENTRY, COOR. LOCATIONS WITH ARCHITECT,
<br />REFER TO SCHEDULES ON A900, A901.
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<br />FOUNDA TION'PLAN
<br />1/4" = 1'-0"
<br />
<br />2'-0"
<br />
<br />14'-6"
<br />
<br />25' 6"
<br />
<br />4. on
<br />
<br />.
<br />
<br />33'-0"
<br />
<br />14' -0"
<br />
<br />
<br />93'-0"
<br />
<br />46' 0"
<br />
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