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HomeMy WebLinkAbout0418.97.4Il'-8" OPENING FOR OPTION SERVICE .••- 8' -4p 21-011 5' -311 " 2'-011 I6' -0" / . Q - - - -- I / - ------- - - - - -- '� - - - - -- `` - - - -- 1 - — - — — — — — — � -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —, r- ' -------------- - - - - -- - - - - -- I FLOOR SYSTEM TO I 1 I I CANTILEVER THIS LOCATION _j > 1 I - i-------------------------------------- - - - - -- - - - - -t, rt I ►. I I i i ►� I I I I 1 I I i � � , 1'► !I r----------- - - - - -- - BASEMENT LAYOUT I 1 I' 8 "X9' POURED CONC. WALLS - - - ------- - - - " '� `-° 4" CONC, SLAB OVER •' I I I= I 4" MIN, GRAVEL FILL I I ,► I OPTIONAL 14 I s ! I I I EJECTION PIT I in I I I I I � I '► I I I i I CRAWL ACCESS i ►. I ' 1 2X6 BEARING WALL ► i + I W/ THICKENED SLAB I I IuJI" O W I i BY FLOOR CONTRACTOR Ul I I O r /AC 3-61/4 I �' • I 8 -0 3 -2X12 HEADER , 2'-6 -- — — — — — — — — — — — — — — - - - - -- Ln r--- 1- Q "------ - - -4-I i _ 1 r _ — — — — I I L LINTEL 9 OVERDID AS REQ'D, POCKETS BY WALL CONTRACTOR I I , I J 1 FLOOR SYSTEM TO CANTILEVER THIS LOCATION I , I I 00 I , �► � I I I I I 1 e "X16" BLOCK PIER ON 24 "X14 "X12" CONC. PAD I I- I 1 5 6„ 5,-6 1 I r - I _ I thi T-- --- --- - - - - --LINTEL 9 OVERDID AS REQ'D, POCKETS BY WALL CONTRACTOR I II 1 I h �� - - 3' dle STEEL POST , I 8" PRE -CAST I 1 I, 18'- lit /i" 4 N 36 "X36 "X12° GONG, PAD', i CONC, LINTEL 1 1 I BRICK LEDGE INSIDE I I �� t �� I - - - - , `n �' - - • ► I I t GARAGE THIS LOCATION I I I 1 I DRAWL SPACE I I Ii ►, ' (,MIL POLY VAPOR BARRIER Ot 1- - - -I 1- - m . OVER 4" MIN, PEA GRAVEL m O , p O I I I n4 GARAIG IE SLAB m ' u I 4' CONC, SLAB OVER 4 I 9 4" MIN. GRAVEL FILL w (L 1 1 1 I 1 1 I I 1 I I I I LINTEL 0 OVERDI I I AS REQ'D, POCKETS BY WALL CONTRACTOR I I I I 1 I ' --- -- - - - -- -- I DROP 1 COURSE 9 ALL OPENINGS 4' BRICK LEDGE -2 _-0_112 W-3 L 10'-4" -- - - - - -- ----------- - - - - -- ------- - - - - -- - - - -- - - - - - - - - - - - - - - - - -- - - - - -j PORCH SLAB j LINTEL 9 OVERDID _ �o 4' CONC. SLAB OVER AS REQ'D, POCKETS v, 4" MIN, GRAVEL FILL ( BY WALL CONTRACTOR ------- - - - - -- -� -------- - - - - -- --4 - — -* 13'41 13'-Ifl 1 344" FOUNDATION/ PARTIAL BASEMENT LAYOUT A ' I 1 SCALE: 1/4" = I'-011 , - -, 1 I 1 1 I 1 I I 1 1 1 1 ----------------------------- --------------- I I 1 -------------- - ---- -- ------- - - - - -- 1 I SOLID LINE REPRESENTS PORC SLAP. {� I 1 LINE OF TREATED PLATE I I 4' CONC, SLAB OVER 4" MIN_ GRAVEL FILL ------------------- 1 I 1 � - --- - - - - - - - - - - - - - - - - - 4' BRICK LEDGE DROP 1 COURSE 9 ALL OPENINGS 1 2' -OI'i" �--------- - - - - -- � -3� ---------- - - - - -� 2� -41's' 13' -1' I it ml NOTES: n ALL SOIL BASED ON 3000 PAJ, 2) ALL CONCRETE MIN, 3000 P.SJ. 9 28 DAYS. 3) ALL FOOTINGS ARE 16' WIDE X 8" DEEP UNLESS NOTED OTHERWISE, 4) ALL WALLS ARE 8' THICK W1 BASEMENT WALL HT, AS NOTED AND GARAGE/ CRAWL/ SLAB WALLS 24" HIGH 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 608 ARE CLEAR AS TO THE SCOPE OF THEIR WORK. WICKES LUMBER ASSUMES NO RESPONSIBILITY FOR ERRORS OR OMISSIONS IN DESIGN OR DIMENSION. T ALL STRUCTURAL MEMBERS AND BEAMS ARE BASED ON AN A88UMED NEED, CONTRACTOR TO VERIFY ACTUAL NEEDS AND SIZES IF NOT SHOWN, S� ba U � Q IL 0-QXO 099t owe fu 4:10 Ci 3� W .4 wzz�'a �a IL oQ >- I 'out Ll��a. IV at I -IILZ IL Qs 310 © w�W p°�XSQ Q JIL u w9 W_ i W_UU iE AO 00IL M 1 0) O .�J O U Q� 0 Z "Ent L7 iA 0 z to I I �` � � I ► � p (� I t = to mom~ I i ►. 1 O I R► .® ace •s z ® i X 1 iJ � - — �� e0 I I I , ► 1 # d� 1 9 -1� ' ( •► 'S SOLID LINE REPRESENTS uP 15 R I I I I LINE OF TREATED PLATE I t I I 1 , I - - - - - - - - - - - --- - - - - - - - - - -- - - - - - - - - - - - - - - -� - ►, I - - - - -' r - - - - - - - I -- - - - - -- ----------- - - - - -- ------- - - - - -- - - - -- - - - - - - - - - - - - - - - - -- - - - - -j PORCH SLAB j LINTEL 9 OVERDID _ �o 4' CONC. SLAB OVER AS REQ'D, POCKETS v, 4" MIN, GRAVEL FILL ( BY WALL CONTRACTOR ------- - - - - -- -� -------- - - - - -- --4 - — -* 13'41 13'-Ifl 1 344" FOUNDATION/ PARTIAL BASEMENT LAYOUT A ' I 1 SCALE: 1/4" = I'-011 , - -, 1 I 1 1 I 1 I I 1 1 1 1 ----------------------------- --------------- I I 1 -------------- - ---- -- ------- - - - - -- 1 I SOLID LINE REPRESENTS PORC SLAP. {� I 1 LINE OF TREATED PLATE I I 4' CONC, SLAB OVER 4" MIN_ GRAVEL FILL ------------------- 1 I 1 � - --- - - - - - - - - - - - - - - - - - 4' BRICK LEDGE DROP 1 COURSE 9 ALL OPENINGS 1 2' -OI'i" �--------- - - - - -- � -3� ---------- - - - - -� 2� -41's' 13' -1' I it ml NOTES: n ALL SOIL BASED ON 3000 PAJ, 2) ALL CONCRETE MIN, 3000 P.SJ. 9 28 DAYS. 3) ALL FOOTINGS ARE 16' WIDE X 8" DEEP UNLESS NOTED OTHERWISE, 4) ALL WALLS ARE 8' THICK W1 BASEMENT WALL HT, AS NOTED AND GARAGE/ CRAWL/ SLAB WALLS 24" HIGH 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 608 ARE CLEAR AS TO THE SCOPE OF THEIR WORK. WICKES LUMBER ASSUMES NO RESPONSIBILITY FOR ERRORS OR OMISSIONS IN DESIGN OR DIMENSION. T ALL STRUCTURAL MEMBERS AND BEAMS ARE BASED ON AN A88UMED NEED, CONTRACTOR TO VERIFY ACTUAL NEEDS AND SIZES IF NOT SHOWN, S� ba U � Q IL 0-QXO 099t owe fu 4:10 Ci 3� W .4 wzz�'a �a IL oQ >- I 'out Ll��a. IV at I -IILZ IL Qs 310 © w�W p°�XSQ Q JIL u w9 W_ i W_UU iE AO 00IL M 1 0) O .�J O U Q� 0 Z "Ent L7 iA 0 z to R► .® ace •s z IL