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PILASTER TO EXTEND TO
<br /> I F.F.,BLOCK OUT CMU
<br /> AS REQUIRED AT �____,
<br /> FOOTING SCx�ULF
<br /> PILASTER LOCATIONS. MARK FOOTING SIZE(LxWxT) REINFORCING LOMMENTS
<br /> © @ GROUT VOIDS BETWEEN '
<br /> CMU AND PILASTER,TYP. 0 , Adi., ,,L,...: i 1 0 "z ,0
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<br /> aiD
<br /> F1 21-0"x 1-0 DEEP x CONT. (3)-#5 CONT.,BOTTOM ND.EXT,FTG.PER 5/5-7 , =
<br /> c El')Q 33'- " �-'� y 13-8 33'-0" 25'-6" X1 0"
<br /> y 10 .2 BLOCKOUT WALL AS 0 LINTEL E]AT 4 5/" F2 2'-0"x 1'-0"DEEP x CONT. (3)-#5 CONT.,BOTTOM THICKENED SLAB FIG.PER 9/S-7
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<br /> F3 1-1.,4,44,' " REQUIRED OR COLUMN GARAGE DOOR " 1 -
<br /> ENGINEERING
<br /> r• 1 C F.3 1-6 x 1-0 DEEP x CONT. (2)-#5 CONT.,BOTTOM BSMT.FTG.PER 3 S-B OR 7 S-8 IO:4014i2 STRE>~r,surra gas
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<br /> --- ' �- -• _ A "sem'`^ �_✓�-tel PHONEDS'25)778-8500 80
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<br /> E80TTOMFut {425)778-5538
<br /> �'� F5 e, 1- _' S-8 G77---H.42% ft G lit(
<br /> r , © 0\ I F5 SEE NOaBOTTOM TE 2 F6----- ,BOTTOM SEE NOTE 2
<br /> G�` I ELEV.8'7 °� O.
<br /> C Z. g (9. 8'-0"x 8'-0"x 1'-6"DEEP (11)-#5 EACH WAY,BOTTOM
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<br /> -+—-y- i •---T---- .�.I __;.________� .. -r 1 �,� F8 9'-0"x 9'-0"x 1'-6"DEEP (12)-#5 EACH WAY,BOTTOM
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<br /> ' t `� I I F9 10'-0"x 10'-0"x 2'-0"DEEP (12)-#6 EACH WAY,BOTTOM
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<br /> F5 FJ4 ciI/ iI
<br /> 1 11'-0"x 11'-0"x 2'-0"DEEP 14)-#6 EACH WAY,BOTTO }
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<br /> C_J`��,h _ -- - --- — .� � 11 16'-0"x 10'-0"x 3'-0"DEEP (30)-#6 SHORT DIRECTION AND �$�Y e$
<br /> Fl -1 i CJ 0G� I Zi- _ ii. _ •,G� I . r I - (18)-#6 LONG DIRECTION,BOTTOM v G d w �,�
<br /> -- A -- V -+*_ �` .. 6 1 _� 0 ©1 21-6"x 2.-6"x 1-0 DEEP (3)-#5,BOTTOM SEE NOTE 2
<br /> WI2x26 10 f .--__-.1 20 GA.x 2 ao -r ;
<br /> C-T_J L__-.___J F6
<br /> 1 AO*
<br /> I I ( DEdgING ANS i 1 5'-0"x 31_6.x " _ ..1,44/., v9
<br /> 0..1 SLAB ON GRADE W�WI2x2l TOPPING j © 2 0 DEEP (9} #6 SHORT DIRECTION AND SEE NOTE 2 �,,r
<br /> I AT STAIR Ei __,�,;I 1 01 1li
<br /> (6)-#6 LONG DIRECTION,BOTTOM `ANAL3/El EV.87 fi LANDING - `�ni: Q BELOW I_- �' '' 'r ��tj1 " EXPIRES: !9 ,/.
<br /> ►-_- __ I1b __;.--_ 1_ + J 1 FJ2 FJ3 �41 7'-o.x 3-6 x 2P-0"DEEP (12)-#5 SHORT DIRECTION AND SEE.NOTE 2
<br /> Q �0 ! I �i
<br /> Q; I —�' ;� -- ?____Ire
<br /> J �� 1,011 1 c4 (6}-#5 LONG DIRECTION,BOTTOM
<br /> ‘ ?'r G�' `" clp w:r WI2x2. 0),- L7 f Q : i°::
<br /> BOTTOM SEt NOTE 2 LT.
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<br /> es 8 • ' 1
<br /> "DEEP 14)-#6 SHORT DIRECTION AND
<br /> CJ I I 1 0 (8)-#6 LONG DIRECTION,BOTTOM
<br /> C, I I ,�/ 17 3'-6"x 3'-6"x 1'-0"DEEP (4)-#5 EACH WAY,BOTTOM SEE NOTE 2 Lj
<br /> 1 I I 0 � ,
<br /> C"�_J `--� �_J Ffi �
<br /> c36",\ �
<br /> __ FJ4 j,,-i i� �' 1 it I "1 4'-0"x 4'-0"x 1'-3"DEEP (5)-#5 EACH WAY,BOTTOM SEE NO
<br /> TE 2
<br /> 10 1
<br /> • H 1 '� 1 I F3 '' "r�/� ^I I 1 5'-0"x 5'-0"x 1'-3"DEEP (6)-#5 EACH WAY, TOP AND BOT. TOP OF FTG.ELEV.99'-0"
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<br /> li z - _ -- - ( _ NOTES. ��- -
<br /> °O .t__._ r I -1 _ 0 1 °•-° I7
<br /> 1.FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL OR STRUCTURAL
<br /> . _ _.____ __�___ r T . ^ cl CTU AL FILL COMPACTED TO 90%OF MAXIMUM DRY r
<br /> , C 1_i _.!()
<br /> �� ; ----'..� DENSITY PER FOUNDATIONS SECTION ON SHEET S-1.
<br /> 7
<br /> AM 4_____I �G� ,,_._ ,Iv.,._,.., Pituoil N R 1 di I M 2.FOOTINGS F12,F13,F14 AND ALL SHOWROOM FOUNDATION FOOTINGS TO BEAR ON VERY DENSE OR HARD
<br /> r Q] D fik ``r GLACIAL TILL WITH ALLOWABLE BEARING CAPACITY OF 6000 PSF FOUNDATIONS SECTION ON SHEET S-1
<br /> I id) AND SOILS REPORT J-142 BY ZIPPER ZEMAN ASSOCIATES,INC.,DATED SEPTEMBER 11,1998. z
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<br /> SHOWROOM FOUNDATION PLAN 1 �, ; 1/s-=1._D• iH,..,
<br /> 2 SHOWROOM FLOOR FRAMING PLAN '
<br /> �'�
<br /> SCALE: 1/8 1-D 1„' `
<br /> *` DESIGN: FU
<br /> NOTES:
<br /> FOR ADDITIONAL FOUNDATION NOTES,SEE SHEET S-2.
<br /> 1. TOP OF FTtEL FOR SHOWROOM FLOOR FRAMING DRAWN: SK
<br /> IS 981-.1 1/2”UNLESS NOTED OTHERWISE.
<br /> 2. FOR ADDITIONAL FRAMING NOTES,SEE SHEET S-4. CHECK: CCC
<br /> BASEMENT COLUMN SCHEDULE JO8 NO: 98072
<br /> MARK COLUMN SIZE REINFORCING REMARKS
<br /> '
<br /> BCt 12 x 12 CONC.COL. (4)-#6 VERTICAL BARS AND#3 TIES 0 3"O.C. © -
<br /> BC2 12 x 16 CONC.COL (6)-#7 VERTICAL BARS,3 EACH LONG FACE AND#3 TIES 0 3"O.C. �� r
<br /> 8C3 Q --.�-.� ..„fir v�` -.,���,/ n
<br /> , 12 x 18 CONC.COL (8)-#7 VERTICAL BARS, EACH LONG FACE AND#3 TIES 0 3"O.C. Eill Q TYPICAL WALL PILASTER PER DET.3
<br /> BC4 13 1/2 x 18 CONC.COL (8)-#7 VERTICAL BARS, • EACH LONG FACE AND#3 TIES 0 3"O.C. Frn Q PILASTER AT PIPE COL PER DET.4
<br /> 8C5 20 x 20 CONC.COL. I (8)--#7 VERTICAL BARS,(3)EACH FACE AND#3 TIES 0 3"O.C. r..-1
<br /> CORNER PILASTERS
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<br /> 8"DIA.STD.PIPE COL. ' S ) T"" " 8"DIA.STD.PIPE COL. 5
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<br /> 1 r PROVIDE BLOCKOUT Q
<br /> I r 1 1 V ° PROVIDE BLOCKOUT I I AT FULL HEIGHT PILASTER Q
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<br /> TS6 x 6 COLUMN __ _I__ _ AND GROUT SOLID AFTER p
<br /> I AT FULL HEIGHT PILASTER ~' r-- �"� ____1_-
<br /> _ r SETTING CMU BSMT.WALL }- z Z
<br /> AND GROUT SOLID AFTER ■'�!
<br /> r- :-- -1 i r- _-__ 1-= SETTING CMU BSMT.WALL �� EXTENSIONr
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<br /> PER PLAN AND SCHED. 2 PER PLAN AND SCHED. - -f-• BASEMENT PILASTER PER PLAN AND SCHED. p j
<br /> BASE PLATE& POURED MONOLITHICALLY TO EXTEND TO FINISHED " 8" PER PLAN AND SCHED. TO EXTEND TO FINISHED Z W ��..-....
<br /> " " BASE PLATE do 1-0 I POURED MONOLITHICALLY1'-0" I $" FLOOR
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<br /> ANCHOR BOLTS 1-O I $ WITH BSMT. WALL ANCHOR BOLTS 1'-0" I 8" FLOOR BASE PLATE& .�. ,� BASE PLATE do
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<br /> PER SCHEDULE PER SCHEDULE J
<br /> ANCHOR
<br /> STH BSMT.WALL ANCHOR BOLTS -SLAB J ti)
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<br /> 1 V \--SLAB OVERHANG AT -SLAB OVERHANG AT PER SCHEDULE J V y GRIDLINE OVERHANG AT p0,.� W = C�
<br /> GRIDLINE L ONLY GRIDLINE 8 ONLYEILMELESSIMEMSEMENLya W (f') Li-
<br /> PILASTER AT BASEMENT WALL WITH CMU EXTENSION PLASTER AT CONSETE_BASEMENT WALL PILASTER AT BASEMENT WALL WITH CMU ENSION SHEET:
<br /> C") TYPICAL PILASTER AT TS6 x 6 COLUMN0 PILASTER AT 8"0 PIPE COLUMN 3
<br /> 13(o033) SMEI
<br /> SCALE: 1 1/2'=11-0'
<br /> SCALE: 1 1 2 =1-0
<br /> 6816 Evergreen Way
<br /> OF: 13 SHEETS
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