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HomeMy WebLinkAbout0648.95.30 Q Ln Ito rn :n 4 t-- 0 rn N �n s �n v+ N 13'-4" 2'-0 " 2' -10" 6' -0" C--------------- I r - - [DROP - - - - - - - - - i 1 i 1 J 1 COURSE 0 ALL OPENINGS 2'-b" 1 5'-6" 1 1 - E. BRICK . C11mCi ■��= HEARTH -4" R,O, RED B WINDOWS, POCKETS CONTRACTOR 'TYPE R.O. HT 4'�8' - - =Z044� - - - - - - - - -� FRAME AROUND ALL IR®0116 TO ACCEPT 4-V4' TRR1 AFTER DRYWALL 1 �.�QII�11�i1 IICII�11�11� 1 .11.11.11.11 IIwi1�11G`11'J �IICIISII�:i �I�IICNCIIpp IMilo it III r 41'-8" 25' -10" r -- - - - - - - - - - - - - - - - - - - - - - - - - - I I I M I _a0 WALL I I , � a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 I 1 I it I 'I ALL FINISHED AREAS TO NAVE Toe \ I ! I 04C i 3-1/2' FURRING AND INSULATION rte' AS SHOWN UNLESS NOTED OTHERWISE, I ; I IIY FINISHED BASEMENT - A�l LOWER FAMILY CENTER 9 POURED WALLS - - - - - - - - - - - - - - - 42' GAS START 4' M N. GRAVELFILLR 2' -6" MASONRY UNIT 1 Q1 3-6 31/2n -k- 2X6 I t 2X4 SIDE -BY -SIDE I - -- I i- 1 ;' g' -0 - - - - - - - - - STEEL BEAM BY OTHERS - - - - - - - - - - "' W�•C KITCHENETTE 1 I OR BAR AREA — I :me/7 -0 � SPLIT � I i, 1, „ I I FLOOR DRAIN I STORAGE UNDER 3 z Z -Ip Q ► I STAIR m I I 1 I -- - - - -- _� ►^I I I vl IL NEN -j 3'-0" HEADERED OPENNG - - - - - I i I I I I H i STEEL BEAM BY OTHERS 1 - - - - - - - - - - - - - - - - - 11 I I MECHANICAL/ N i 2X6 BEARING WALLS W/ THICKENED SLAB I I I I STORAGE I HEADER FOR CENTERED I I 1 ■ I I I CAN LIGHT 4 RECESS IN SLAB s �P/ LIFT I I UNFINISHED STORAGE I I OPTIONAL LIFT STATION I EEL- FLOOR DRAIN I I Q GARAGE SLAB ,1 1 . , „ � � I , "� � �, 1 i SUMP PR 6 $ 3�1 - ---� -- -- - — I6 -S�i - - - -- - - -- -- - - -- 3/2 4'-5 1 3�2 4-0 - 4' CONC. SLAB OVER L -1 4' MIN. GRAVEL FILL I L - - - - - - - - - o I I I SLOPE TO DOORS I SHADED AREA DENOTES I 1 LINE OF TREATED PLATE I I N ' 1 T I I 1 I 1 I I I 1 I I I � I I L- 1 I I I I I I I I i I I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I L� j -- - - - - - - - - - - - - - ------------- -- - - --t 22'-8" L- - - - - - - - - - - - - - - - - - - - - -- --- - - - - -- �! CONC, PORCH 1 - SIZE AS DETERMINED ! CANTILEVER FLOOR JOIST I IN FIELD BY BUILDER t O THIS LOCATION I I I I - - I 19'-8" 43' -O '/s" 12' -0" 34" 3'-8" 13'-8 ° - -- - - - -- -- FINISHED BASEMENT PLAN SCALE: 1/4" - V-O" 16' -0" 4 cn s c� a �b )JL/ NOTES: 0 ALL SOIL BASED ON 3000 P,SJ, 2) ALL CONCRETE MIN. 3000 P,SJ. 9 28 DAYS, 3) ALL FOOTINGS ARE Vol WIDE X 8' DEEP UNLESS NOTED OTHERWISE. 4) ALL WALLS ARE 8' THICK W/ BASEMENT WALL NT, AS NOTED AND GARAGE/ CRAWL/ SLAB WALLS 2'-8' HIGH UNLESS NOTED OTHERWISE, 5) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND JUDGE FOR THEMSELVES THE SUITABILITY OF THE PLANS N RELATIONSHIP TO THE BUIIANG'SITE. 6) DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION OF THE BUILDING, AND IN NO WAY DICTATE ANY OF THE LOCAL AND/ OR STATE BUILDING CODES, THEREFOR IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL PLANS FOR ACCURACY AND CLARITY AND TO INSURE THAT ALL SUBS ARE CLEAR AS TO THE SCOPE OF THEIR WORK. WICKES LUMBER ASSUMES NO RESPONSIBILITY FOR ERRORS OR OMISSIONS IN DESIGN OR DIMENSIONS, 1) ALL STRUCTURAL MEMBERS AND BEAMS ARE BASED ON AN ASSUMED NEED, CONTRACTOR TO VERIFY ACTUAL NEEDS AND SIXES IF NOT SHOWN, 8) ALL DIMENSIONS ARE FROM EDGE OF STUD FRAMING TO EDGE OF STUD FRAMING ON WALLS, OR TO INTERIOR EDGE OF CONCRETE WALLS. © COPYRIGHT 1995 DAVE MORTON e §3z U P 111 � � O � � L Lu y- < v Ef, Q3 LL cq O �m � v N � \ O m nnn � n u Q DATE= 4 -28 -95 DRAWN BY= J.HOLLi SCALE= AS SHC REVISIONS= SKEET �r