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HomeMy WebLinkAbout1064.95.24'-7/2 - - - I - -- -- ri -- - - - - - - _ - - - - - - - - - -a - - - - - - - - - - - - - - - - - - - - - - - - - - - I T- -- t- j -- T - -- I -- - - - - - - - - - - - -- - - - -1 I -} jI O, I I - - -- LINTEL AS REQ'D 1 ! POCKET BY WALL I I CONTRACTOR I I N I ! LL- I I ! _ - - - - - - - - - - - - -, I CRAWL E? AGE 1 + 6MIL POLY VAPOR BARRIER I I ! ! OVER 4' MM, PEA GRAVEL I I � ; _ BASEMENT LAYOUT I I I ! 4Y GONG, SLAB OVER 4 MIN. GRAVEL FILL ! ! I I I I I I I + = I I ! I = I + I! I I 1 ! I I 8X16 BLOCK PIER ON PRE -CAST CONCRETE LINTEL I I ZX6 BEARING WALL W/ THICKENED - I I 3' dta STEEL POST ON 1 ! I I 1 I I j I 14X24XI2 CONC. PAD TYPICAL WHERE SHOWN I, SLAB BY FLOOR CONTRACTOR I I 36X36XI8 CONC. PAD, I I - - TYPICAL WHERE SHOWN BURIED IN WALL, TYPICAL ! ! TYPICAL WHERE SHOWN - -7 + I - - - --1 I I t ; I 3 -i0" —WHERE 9HQlU>l — — — — — — — � I i I I \ i r - - - - - - - - - - - - - -- ------- - - - - -- - +I I _ BEAM INMBER WWOWJXLL POCKETS BY WALL I - -- - -- - - - - - - - - - - r - -I CONTRACTOR I I rn � j vI I I I I O I I I Ln I\- CRAWL SPACE POCKET BY WALL I l 1 I ACCESS CONTRACTOR �-I � - - - - - - - - - - - - - - - - BEAM REQ'D ! r ' ! U --- - - - --4 I L— , r-------- � I + ° I ( 2'-Ow L I I I I I 8' -o 8'-0 - - - i I - - - - i - - -- ROUGH -IN FOR 1 I 5' -8 "— -- - -- -- r -- - -- - - I 1 FUTURE FULL BATH i ! I I - -- - - -- i I I � I I III I I I I I awtt FM moum E�►c f I i III I SUMP PIT 1 I I 1 I II I I i7 I 11 , I i I .✓ ! 11 I FLOOR DRAIN — ---- - - - - - - - - - - - I- j - - -- - �z�_L� I i, OPTIONAL EJECTION PIT I I LINTEL AS REQ'D I I i- -- I DROP FLOOR 4" THIS I I POCKET BY WALL - -- _ I - -- ------- ------ _ -- - r -- AREA AS SHOWN CONTRACTOR ! I , ` I / I� I - - LINTEL AS REQ'D I POCKET BY WALL I I I I 1 CONTRACTOR \ I IL3 ! -- - -- - - - - - - - - - - - - - -� I - - - - - -- - I -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - _ __ -- -- COVERED PORCH SLAB ; � 4' GONG. SLAB OVER - - - - - - -- - - - - - - - - - - - - - - - - - -I - / 4' MIN GRAVEL FILL 13 / - 4" C40 GARAGE SLAB , 4' CONC. SLAB OVER / 4' MIN, GRAVEL FILL / 4. / �S dp) / 9) / �o w FOUNDATION/ BASEMENT LAYOUT SCALE- 1/4° _ 1 -0 NOTES: 0 ALL SOIL BASED ON 3000 P-61 2) ALL CONCRETE MIN. 3000 PB1. 0 28 DAYS, 3) ALL FOOTINGS ARE 16' UNDE X S' DEEP UNLESS NOTED OTHERWISE. 4) ALL WALLS ARE 8' THICK W/ BASEMENT WALL HT, AS NOTED AND GARAGE/ CRAWL/ SLAB WALLS 1' -0' NIGH UNLESS NOTED OTHERWISE. 5) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND ,RIDGE FOR THEMSELVES THE SUITABILITY OF THE PLANS IN RELATIONSHIP TO TH£ BUILDING SM 6) DRAWNGS SERVE AS A GUIDE TO THE CONSTRUCTION OF THE BUILDING, AND M NO WAY DICTATE ANY OF THE LOCAL AND / OR STATE BUILDING CODES, THEREFOR IT IS THE CONTRACTORS RESPONSIBLrry TO REVIEW ALL PLANS FOR ACCURACY AND CLARITY AND TO INSURE THAT ALL SUBS ARE CLEAR AS TO THE SCOPE OF THEIR WORK. 1) ALL STRUCTURAL MEMBERS AND BEAMS ARE BASED ON AN ASSWMED NEED, CONTRACTOR TO VERIFY ACTUAL NEEDS AND SIZES IF NOT SHOWN. © COP`'RIG 4T 1995 DAVE MORTON I a� �j c I I i i I i I, I i i I _q jj yy LLx OxUl at LU IL OoC00L3zw IL � to lu-m :3 ut� Qom crWO r Q�d) 3 !qtu L QO�O� O�O�luQC�p�rx r x3 -0w r 91 L It - %14li I cal \ }\ X V � c<1 tYl � L Q� L._ V Q V� U 0 o cq M DATE: 10- 21-95 PRAWN BY= J,HOLLEY SCALE: AS SHOWN REVISIONS= SHEET 2 OF —1 LIJ CV c(l O O t�J T RrLn W - %14li I cal \ }\ X V � c<1 tYl � L Q� L._ V Q V� U 0 o cq M DATE: 10- 21-95 PRAWN BY= J,HOLLEY SCALE: AS SHOWN REVISIONS= SHEET 2 OF