Loading...
HomeMy WebLinkAbout0648.95.2r. 4 s O N 21.011. _ 2' -10" QI v I I i r-, 13'-4" b' -0" r--------------- I — jI I � I J i [DROP I COURSE 9 ALL OPENINGS N 1 i2' -0" STEEL. BEAM BY OTHERS 4 (,' _93 / <n i I I I 4' RECESS IN SLAB 9 SUMP/ LIFT I I OPTIONAL LIFT STATION I I =! I i FLOOR DRAIN GARAGE SLAB I 1 " I I SUMP PIT j 4 CONC. SLAB OVER 42 MN. GRAVEL FILL I L---- - - - - -I SLOPE TO DOORS I I 4 I — — — — — — — — — — — — — — — — —°D — — — — — — — — — — — — — — — N LINTEL AS REQ'D -1� POCKET BY WALL — — CONTRACTOR I I I I I I CANTILEVER FLOOR JOIST I I 0 THIS LOCATION I I _ 1 1 I � I I 1 I I I I i I -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I �7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 12'-8" I ri--- - - - - -- - 6' -0' 19'-8' LINTEL AS REQ'D - POCKET BY WALL CONTRACTOR 13'-8" 12' -0" -- - - - - - - - - - -� I I — — — — — — — — — — — — — — — — — — — — — 2X6 BEARINGi WALLS W/ THICKENED SLAB I I I M s'i I I I i SHADED AREA DENOTES I LINE OF TREATED PLATE L------- ---------- - - - - -I L ICONIC, PORCH I L- - - - - - - - - - - - - - - - - _ I SIZE AS DETERMINEDL BY BUILDER IN FIELD I - I 8'X16'PIER ON 14'X143XI2" CONC. PAD 3'-8" I b ��� { 3'$ FOUNDATION PLAN SCALE: 1/4" = I' -0" W -0 " I I I I I I I Q! I � I � I i I I I I I I i I I I I I I I I I i I I I I ' I I ! I � I JI i "! i I i I I I I I t I I I t I 4 LA NOTES: 0 ALL SOIL BASED ON 3000 P.S.I. 2) ALL CONCRETE MIN. 3000 P8.1.5 28 DAYS. 3) ALL FOOTNGS ARE 16' WIDE X 8' DEEP UNLESS NOTED OTHERWISE 4) ALL WALLS ARE 8" THICK W/ BASEMENT WALL HT. AS NOTED AND GARAGE/ CRAWL/ SLAB WALLS 24" µ1Gµ UNLESS NOTED OTHERWISE. 5) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND JUDGE FOR THEMSELVES THE SUITABILITY OF THE PLANS IN RELATIONSHIP TO THE BUILDING 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. T ALL STRUCTURAL MEMBERS AND BEAMS ARE BASED ON AN ASSUMED NEED, CONTRACTOR TO VERIFY ACTUAL NEEDS AND SIZES IF NOT SHOWN. 8) ALL STRUCTURAL DIMENSIONS ARE FROM EDGE OF CONC. WALL TO CENTER OF INTERIOR BEARING WALLS AND BEAMS, WITH THICKENED SLAB WIDTHS AS REQUIRED. 0 l� �j © COPYRIGHT 1995 DAVE MORTON 1' -b" 5.6 10'-4" R.O. 25' -10" v — — — — — — — — — — I 1 r- - - - - -- — — — — — — — — — — — — — — — -- - - - - - - - - - - - - TIMBER UNDOW41ELL U REQUIRED * BASEMENT I 1 WINDOWS. POCKETS BY WALL I I I CONTRACTOR 'TYPICAL' I I t RA. NT 44 ' I I I r— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I I I II I I--------------------------------- - - - r - -- — I 1 I I I I r I RAISED BRICK I I I I HEARTH I I I FINISHED BASEMENT 3" O STEEL POST ON I I = mo 36 "X36 0X18' CONC. PAD - - - - -- — I 9 POURED WALLS r — — — — — — — — — — — — — i I 4" CONC. SLAB OVER v — I I 41" GAS START 4' MIN. GRAVEL FILL � - — - - - - - -- — — — — — — — — — — — — — — I I MASONRY UNIT I i I I 1X6 BEARING WALLS W/ THICKENED SLAB 1 4/2 — -- I 15'4/2" I I I I - - - -= - - - -- -- ---- -� - - -I 1 I r t — — — — — — — — — — — — �I I a — + I I STEEL BEAM BY OTHERS rfr- \ LINTEL AS REQ'D I I ; I � I I POCKET BY WALL CONTRACTOR I I ® I 15'4/2" I FLOOR DRAM = � !•--- �— -- - - - -- -- - - - -- - - -- - - — — — — — — — — — — — — —j— - -- - - - - -' t — - -- - -- -- - - - -- I I i �' r I — t 4 -0.. STEEL. BEAM BY OTHERS 4 (,' _93 / <n i I I I 4' RECESS IN SLAB 9 SUMP/ LIFT I I OPTIONAL LIFT STATION I I =! I i FLOOR DRAIN GARAGE SLAB I 1 " I I SUMP PIT j 4 CONC. SLAB OVER 42 MN. GRAVEL FILL I L---- - - - - -I SLOPE TO DOORS I I 4 I — — — — — — — — — — — — — — — — —°D — — — — — — — — — — — — — — — N LINTEL AS REQ'D -1� POCKET BY WALL — — CONTRACTOR I I I I I I CANTILEVER FLOOR JOIST I I 0 THIS LOCATION I I _ 1 1 I � I I 1 I I I I i I -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I �7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 12'-8" I ri--- - - - - -- - 6' -0' 19'-8' LINTEL AS REQ'D - POCKET BY WALL CONTRACTOR 13'-8" 12' -0" -- - - - - - - - - - -� I I — — — — — — — — — — — — — — — — — — — — — 2X6 BEARINGi WALLS W/ THICKENED SLAB I I I M s'i I I I i SHADED AREA DENOTES I LINE OF TREATED PLATE L------- ---------- - - - - -I L ICONIC, PORCH I L- - - - - - - - - - - - - - - - - _ I SIZE AS DETERMINEDL BY BUILDER IN FIELD I - I 8'X16'PIER ON 14'X143XI2" CONC. PAD 3'-8" I b ��� { 3'$ FOUNDATION PLAN SCALE: 1/4" = I' -0" W -0 " I I I I I I I Q! I � I � I i I I I I I I i I I I I I I I I I i I I I I ' I I ! I � I JI i "! i I i I I I I I t I I I t I 4 LA NOTES: 0 ALL SOIL BASED ON 3000 P.S.I. 2) ALL CONCRETE MIN. 3000 P8.1.5 28 DAYS. 3) ALL FOOTNGS ARE 16' WIDE X 8' DEEP UNLESS NOTED OTHERWISE 4) ALL WALLS ARE 8" THICK W/ BASEMENT WALL HT. AS NOTED AND GARAGE/ CRAWL/ SLAB WALLS 24" µ1Gµ UNLESS NOTED OTHERWISE. 5) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND JUDGE FOR THEMSELVES THE SUITABILITY OF THE PLANS IN RELATIONSHIP TO THE BUILDING 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. T ALL STRUCTURAL MEMBERS AND BEAMS ARE BASED ON AN ASSUMED NEED, CONTRACTOR TO VERIFY ACTUAL NEEDS AND SIZES IF NOT SHOWN. 8) ALL STRUCTURAL DIMENSIONS ARE FROM EDGE OF CONC. WALL TO CENTER OF INTERIOR BEARING WALLS AND BEAMS, WITH THICKENED SLAB WIDTHS AS REQUIRED. 0 l� �j © COPYRIGHT 1995 DAVE MORTON 3 ' 0 Lu O O � v 0 av o a Q a DATE: 4 DRAWN BY= 7 SCALE= A� REVISIONS= SHEET 2 OF v � tly U IL 3 ' 0 Lu O O � v 0 av o a Q a DATE: 4 DRAWN BY= 7 SCALE= A� REVISIONS= SHEET 2 OF