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1 APPROX. 2'-6" EDGE APPROX. 2'-6" EDGE 4111 CI 0 NOME 1 JOHN S
<br /> 2'-6" L OF DEMO TO COL Q 2-6" v�� w� 4 yQ
<br /> OF DEMO TO COL. CL Isl
<br /> \ of s,--/
<br /> GRIDS AS ESTABLISHED IN DEMO APPROX. 1'-0" REGION OF DEMO APPROX. 1'-0" REGION OF IF THE I'BART DOES NOT
<br /> DRAWING
<br /> 3y , \ r=j
<br /> MEASURE I'THEN
<br /> (E) SLAB ABOVE (E) CRANE COL. 5 NOT TO SCALE
<br /> (E) SLAB ABOVE (E) CRANE COL.
<br /> REFERENCED BUILDING FOOTINGS, DO NOT DISTURB CRANE --- ,f
<br /> DRAWINGS, DATED AUGUST FOOTINGS,L. ODO , 4 DISTURBOA CRANE BUILDING COL. FOOTINGS, (4) TOTAL, TYP. ® �, 4az2 �e
<br /> 20, 2021, TYP. I COL. FOOTINGS, (4) TOTAL, TYP.
<br /> 45.-0" .+. 45.-0" . I APPROX. 95.-0" 9"fg,0f4 Ai CO IV`'
<br /> ` TO NORTH END
<br /> OF (E) BUILDING
<br /> (E) 7'-0"x7'-0"x1'-6" I I 1I ` I ` / .
<br /> THK. COL. FOOTINGS TO _ o0
<br /> REMAIN, TYP. I I PILASTER"x1-2" (E) 81i"THK. PRECAST I la ..z
<br /> •♦•♦+.♦�♦• ♦♦..��r♦�r♦�r♦�r♦�♦ �♦.�r♦♦�r♦ ♦��r♦�r♦��r��r♦�r♦�r♦♦��rrr��r♦. I CONC. WALL z z S
<br /> iT- ��liiiiiii�i���������r♦����������� r4,4,..- I- T-0"3 DEMO (E) 10" in `.. Norw
<br /> © e.���r♦����������������r♦r♦r♦���������r♦�r♦������� S.O.G. REGION >io
<br /> 10 1 xW�...��_.��.��.���-��-��.��.��.��.��.��.�.��.��.��,��,��•�����•�� (E) GRADE (SHOWN 4'-3Y2't7 eusim
<br /> �! ! �i i 4 i i i ! �► �! i ♦ i �! ! I
<br /> i� � ii� � �iiiii� = ► � � � i : � ii� — — v FOR REPRESENTATIVE R .3n
<br /> ♦•��•r♦�♦♦•♦♦♦r♦♦r♦��♦♦••��♦r♦�♦♦••r♦♦♦r♦����♦r♦����♦�������_I
<br /> _i PURPOSES ONLY) . mliv
<br /> (t- ♦:♦::��.:♦:♦:♦:♦:♦:♦:.::♦:♦:�::♦:♦:.:t�.::♦:.:.:�.♦:.:.:♦:.:.:♦:♦:♦:♦:.�♦:♦:♦ - (E) Wit CRANE 10t CIA 114'-6" COL TYP. JOSO
<br /> II(E) DOOR Mo Et CV
<br /> - (E) WALL ZZ N FOOTING IW/THICKENED EDGE Z =<
<br /> (E) 2'-6"x1'-2" W Z PILASTER(E) 3'-0"x1'-0" WALL STRIP FOOTING. TOP OF = In
<br /> ~ I IFIIf ir♦����.�����������rrvv�� I FOOTING LOCATION 2'-0" �3._0"t st W
<br /> 0 0 0 0 - +•��♦♦•♦•♦••��♦�•♦���•••♦• ♦ ••�•�♦�♦•♦♦�•♦••r♦���r-11;- I _ ,.,.,,1al 0 TYP BELOW S.O.G.
<br /> 1-O W i8 .��i�.* 41,�ii=iiiOitiOi`iiiGii�iii�i 4\4,AL i=i +i�iA. N - - H
<br /> ogm R ♦iiiiii �: E SLAB DEMO DETAIL
<br /> i Hi-
<br /> (E)PIL 3'ER, TY . IN LOWER F0OTING REGION����r♦����r♦��������������������� PILASTER. TYP.iiiiiiiiiiii������r♦�����������r♦ 17'-0•tU.N.O. 1/2" = 1_0"�����������������������►�������������0�����������������������0����������� O
<br /> 0 ry 1 iiiii�iiiiiiiiiiiiiiiiiiiiiiJi SHEET NOTE Q
<br /> l iiiii♦iiiiiii♦♦♦,♦♦.♦�.♦.♦♦ii iiiiiiiiiiiiiiA I) SHFFT KEY: EXISTING CONFIGURATION, GEOMETRY, AND ELEVATIONS ARE BASED ON —J Q
<br /> DRAWINGS PREPARED BY LANCE MUELLER & ASSOCIATES FOR THE W
<br /> I /f; (E) CONC. TO REMAIN "EVERETT TECH" BUILDING ADDENDUM #2 DATED AUGUST 20, 2021. — z
<br /> 1 I / CONTRACTOR TO VERIFY GEOMETRY IN FIELD AND NOTIFY THE
<br /> (E) 3'-0"xi'-0" (f" /" PROJECT ENGINEER IF CONFLICTS OR DISCREPANCIES EXIST. I D
<br /> WALL STRIP FOOTING, II I `�(E) BVZ" THK. PRECAST
<br /> ELEV. VARIES I ' 1 4 . CONC. WALL, TYP. Ul O
<br /> I ►��� GENERAL DEMO NOTES:
<br /> I 95'-0" . (E) CONC. TO DEMOLISH 1. ALL DEMO'D ELEMENTS SHALL BE COMPLETELY REMOVED TO THE
<br /> III""" COL. -TO-COL 1 Fes- FACE OF SURFACES/ELEMENTS TO REMAIN. CARE SHALL BE
<br /> 1'-9," DEMO 90.-0%54'-0" REGION 1'-0'2" TAKEN NOT TO DAMAGE REMAINING SURFACES. REBAR SHALL BE CD
<br /> OF (E) 10" S.O.G. CENTERED CUT/GROUND BACK TO SURFACE AND CORROSION INHIBITOR CD
<br /> BETWEEN GRIDLINES 2&3. EXISTING SLAB DEMO PLAN DAMAGE.E TO CUT ENDS OF REINFORCING TO LIMIT FUTURE Et I
<br /> PREPARE FOR (N) TYPICAL
<br /> 3'-0"THK. MAT FOUNDATION. 2. CARE SHALL BE TAKEN NOT TO OVERLOAD OR UNDERMINE THE W
<br /> EXCAVATE ADDITIONAL 1'-0" OF 1/B" = 1'-0" EXISTING FOOTINGS TO REMAIN. W M
<br /> EXISTING SOIL BELOW BASE OF N 3. EXCAVATION AND SUBGRADE PREP SHALL BE PER ADDENDUM No.
<br /> (N) MAT AND PREPARE 4 OF THE GEOTECHNICAL REPORT DATED JUNE 24, 2022 WEt (Ni
<br /> PREPARED BY GEOENGINEERS OF 17425 NE UNION HILL ROAD,
<br /> RECOMMENDATIONS
<br /> DE PER GEOTECH -' ,. 00
<br /> SUITE 250, REDMOND, WA. THE CONTRACTOR IS DIRECTED TO THE
<br /> RECOMMENDATIONSII 0 H-
<br /> GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. Z I— H W cn Q
<br /> 00 O Uio ig
<br /> 0 0 C� W
<br /> PER (E) W12 0 Z
<br /> (E) PILASTER I..._
<br /> PLAN 2-6"± CRANE COL. T �^ EC O M 1.1 wW
<br /> BEYOND / (E) COLUMN BASE I �_PER 2'_6"f y GO 0- 2 LJ
<br /> RAND ANCHORAGE (E) PILASTER I PLANI (E) W72
<br /> CRANE COL.
<br /> (E) 8)" THK. PRECAST I BEYOND ,'', o
<br /> CONC. WALL 1101.
<br /> (E) "THK. PRECAST � H,¢� (E) " THK. PRECAST (E) COLUMN BASE
<br /> DEMO (E) 10" CONC. WALL CONC. WALL j ItAND ANCHORAGE �`+
<br /> (E) GRADE (SHOWN S.O.G. REGION I
<br /> FOR REPRESENTATIVE I 1 "t DEMO (E) 10" �1
<br /> PURPOSES ONLY) I 8VZ+ (E) GRADE (SHOWN 4'-3i S.O.G. REGION (E) GRADE (SHOWN I DEMO (E) 10"
<br /> FOR REPRESENTATIVE PURPOSES ONLY) I Q FOR REPRESENTATIVE ' I S.O.G. REGION CO Q
<br /> Or Or j► ►'�♦y'�"�'
<br /> � 5 10"± PURPOSES ONLY) - J
<br /> _� / ►I / ►���� 10"t (E) WALL -11��/
<br /> j 1np'p4nal�� 1 (E) WALL L=.il.'._=��q� j //1!1!/������ � FOOTING 1- -D� 2-0"f L7
<br /> q - 3'-6"f
<br /> O WALL �� FOOTING "!III BEYOND pp I Z d. (/')
<br /> FOOTING I�C � / lit A. Al 1 .J
<br /> BEYOND I I p 'r (~j1 Q
<br /> 1._p t % (E) IC S.O.G. 1'-6"f I�j��/�/� w X W W
<br /> " ,I / L��� W/THICKENED EDGE - J�I///�///��j� (E) T-0"xT-0"x1'-6" N LJ 0
<br /> 1_ .t %/// ��1/l�l�//////% F.-3 0"; ,��� _;..�7�.IL"l �J.- THK. COLUMN FOOTINGS
<br /> yll I TO REMAIN, TYP. JOB No.
<br /> =.11=ili-•"it 1, - I (E) 7'-0"x7'-0%1'-6• III mil
<br /> 7-o± 2202-0023
<br /> THK. COLUMN FOOTINGS
<br /> 7'-0"t TO REMAIN, TYP. DRAWN CHECKED
<br /> TYP. (E) SLAB DEMO DETAIL 3 NRW WJS
<br /> O TYP. (E) SLAB DEMO DETAIL ADJ. TO COL. O DAB
<br /> 1/2" = 1'-0" 09/02/22
<br /> (E) SLAB DEMO DETAIL 1/2" = ,'-o• REVISIONS
<br /> ADJ. TO COL. IN LOWER FOOTING REGION O
<br /> 1/2" = 1'-0"
<br /> " SHEET
<br /> SF3
<br /> 4 OF23
<br />
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