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NOTES:
<br /> STA STA STA STA
<br /> 7---)-'STA 1 (STA`I STA (A, STAN ATAA� (STA :(STA\ STA '1 1/ 1 �A1 STA STA STA STA STA
<br /> 3126 3013.25 2665.25 2646 '`2305 I \\-__/236° 2275 �205L5% 1890,/ 1845 l 1765 x,1645%' 1639 ��5 1`�/ (STAN327.5 12�� 1100 968.5 837 712 1. FOR ABBREVIATIONS AND GENERAL NOTES SEE S2A AND S2B.
<br /> F- 9'-0314• _I- 29'-0- 71//4 1/9" -;/ 12-1• 12'-T 1361/2 13'6117\-!� TS' 6-8" -1`3.1 6'r•7 -.) ,9"),-.5 WV 9'5314• 9'-5 3/4' 9-5314' 10'-11 VT 10,11 1/2' las 2. TEST SLAB AND RAILS ARE EXISTING.
<br /> , I I © �, I I� I�g�. \li•A.\ , q•.p z•.p• < 3. PROJECT DATUM IS-5'-0'(WL EL EO')AT TOP OF EXISTING TEST SLAB(EL X-XX'NVGD 29).
<br /> I I • I 1060-1:S401 1S60-11S401�1 1S60-_1A211„ssa s40 T 7 ' TOC EL-54T.(3)P�cs SEE Di S350 4. TOP OF EXISTING TEST SLAB IS AT THE PROJECT DATUM UNLESS NOTED OTHERWISE.
<br /> 1860-1• tt - - ,: -
<br /> BL -- --.-._._-. __.__ ____.-.-_i r ____ _ice ., i _. -t. ______ , .-.-.---------.-.-.-.- .-._--- -�-- 5. CONTRACTOR TO FIELD VERIFY ELEVATION OF TEST SLAB AT ALL COLUMN LOCATIONS
<br /> 1ftli : ! I I I 1•.
<br /> 1470 -- --z- �" I �- L 1 L AS WELL ASPLAN LOCATION OF EXISTING TEST SLAB RAILS.COMMUNICATE ANY
<br /> - J { �� J DISCREPANCIES OR CONFLICTS TO THE ENGINEER AND BOEING PRIOR TO STEEL
<br /> Concrete A; (i' 7i , �...-, ).....r.... ,. I FABRICATION.
<br /> t. 11
<br /> s I / --t,- ` _ /,' �� 1 EGRESSlA00EY 2AB04E t { { t r ~ 1 1
<br /> E 1560-ts45z
<br /> Footings for 3 b' 1' I 6. REFERENCE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL PIPE SUPPORTS
<br /> /p I I '� I : OR SIMILAR NEW CONSTRUCTION.
<br /> Permit '3860-.1p,401,/' •
<br /> i7%�, 'v I �' .� it I
<br /> f I 1. ..e ! •I. ! I ! 7. CONTRACTOR TO AVOID DAMAGE OR DEMOLITION OF PERIMETER TRENCH EPDXY LINING.
<br /> BL 0- } FI J__,rt- 180-sz11 _ _ �._. -I.-.-.-{.-__
<br /> ' ,1r'p III --I- - I 259k�r 8. COLUMN REACTION(Mk)INDICATES THE TOTAL MAXIMUM UNFACTORED VERTICAL
<br /> 1290 —.—.— _.—_—.— t. i—.—. i;,' (41ury I I OSTM 'T 1 II(139k) --� -.�.-.-..- I I
<br /> `"- - - �'- -- - -- �.�. .-- I- - T 860-1 8401 i .-I- 18180-1 sa01 -{—_ -I- - r— - --- —-i-1---'47---r-i-----H-- DOWNWARD REACTION TO TEST SLAB.
<br /> BL 1S60-1S211 STA STA STA STA STA
<br /> 1249.5 I` j L j j j j ( I 11 587 482 338 214 90 GO
<br /> I I;'1, I II ! Ij I 1 I I i t I • j
<br /> I l I1 { j I II 10,5" I1 10-5" 1Ud" 190- m-0 1 re
<br /> EL I, 3" ,f'� I Existing Test Slab I j ( II I j j { ( 1 1 ;' j l I ; 1
<br /> WL 99 I (built in 1994) ( j j 1 j { ;
<br /> '--N
<br /> 1•0"THK(E)CONC II,' II I 11 t 7 r 1
<br /> APRON SLAB °" I j ( j ( { • I
<br /> ' 11
<br /> I 11 I I (E)BOFING JEST FRAME IN I I I I 1 I I
<br /> THIS AREA-OREMNN • I1
<br /> 1' I(E)PERIMETER TRENCH ! 1 1 1 1 j I ' (E)SLAB TEaII I 1 1
<br /> BL 1-1 -T— — I',---i I -- --I-- - +•- 4:,-•- •----- -al - -I +-4 - +-I- - t --- I- -+- + T r.-.-.T{-- i -F--r- --I- - - -IH---r-H--
<br /> I / i36'THK(E)TES�1SLAB 1 'I II I •
<br /> I I
<br /> /I i it iI •
<br /> jl 1I I '
<br /> ej I II j i j I j j j i I i I i
<br /> I i'1 j ( II Ij 1 it i iI Ii I j
<br /> II ; Il i ii s.! it li
<br /> I 11 3'67/16 9isns 1560-1 S350 1 I
<br /> j%' i I I l 11 I i l j (i.-sok): I I I j 1 1 I I
<br /> iI Iio. i t j Ij j l j j i j I
<br /> el .7 - - 1 1— I, -I- '- - 1 115s� '1
<br /> • I pss/ 0/6 - .- Ji - -� l � '-._._.-I L -1 I-r._ L.- •
<br /> -
<br /> •
<br /> ERTRu81 j jII i
<br /> ti II j Nj I ( Ij I jII j ' I
<br /> i ' { l i! I II 1 I o I 1 i 'I GPP I 1 l I j
<br /> 1 1 I. 1 1 II 1860-184021 j 1sea1�S4o2 � ABOVEI I
<br /> ST11692 1960-152101 1580-1 5451 I ;.
<br /> -406 1saa 02 100-102P 1560 121 j 1 I ( j 1 1s6a 10;Xik ' �-— I I I
<br /> .�.� -.-.__.__._._ _x..-.� . - •I -.� --i1- - -- -I- - - i -i- -- - - - +- -- - - I-- - H- 1 } --�— -1- -- � - +-
<br /> BL .+ riot/el --- ---� �.1ss0-1sz-zI' -I-- Ii._._._._.+._-._._. I.I- � - _.�j .1.- _k.-I-- + 1.- -- -1- 1--._.�__._.J .-._ 14 11 „i � �� �;�A )F ' - -j �.�._.�4i-_
<br /> -379 I I I o
<br /> ® I I qi I x
<br /> i --I 1.--' I i1 I ; I I I Ij I I I l I j (,_W LLL TJ_L., I I! j , I I
<br /> I 1 I j. t II 1 II i I I i I mk I i I I
<br /> BL I I I I I I 1880-15461
<br /> 256 ( i ( -- l -,1S60-18210
<br /> r - - -- - F - 1 - 1 r - 1 ( ri t0-, :I L .... . I
<br /> BL " 111120-4&-=-i--- — 1 1560-18212 (67 ( -.-.
<br /> 211 - �, ..�.:.• DPP® es I ' -T. DoPP 1560-10402
<br /> ;;?(I.;974. 1 - -j-- - --j 7 -f- II -r ! -r -- - 1 --I---C— -± ----{ — 1- - t! - L _ - 1s6atszlo t l- sMOrt•-_-— j- .----1--
<br /> -
<br /> - j -
<br /> f © { I 1860�so hseoa 3402 1 l I 1
<br /> 1560-1 8402 1060-1 8402 ! 1S6a1 S350
<br /> - I I II II I I I I ; I I 1 I
<br /> TZ 1S6a1S212 ! 1 I j'
<br /> I � I j Ij I j1 I ! i I
<br /> BL -•+ I - _• - - -- -_ 1'- I I- - - - -- - -1- - - - - �I - - - - I - -- 1 -._._ I -.- - -- I L I -'._._._l_._._._L1 ._.�.L._
<br /> 78 - I I 1 1 L I I 11 I — I F -—�-- I I i I ! 1 I I
<br /> I � I • I; I ( I 11 1 1 11 I Ii I' I . 11
<br /> GI ._.+ —.�.— : . . { i - I' — T—I — — ——I- - T----.-II -•�- --4I -4----I-- +-I - +- ----I-� -+- -•- - -.-•a - -- } —=1 _— 1- ___ -_— I _ .�. .
<br /> •
<br /> - - —1=--- ---- ---4"'I'----- I------I---i----t'-------t '--1----1-- 7-77- -----,-- ----7- -I— - -t- _1- -.LH—',-i--1it-
<br /> BLT. 1 I 1 I 1 II I I ' I I ' 11 I ' I I I I I I ' I I I I I I I 'I II II
<br /> +7B L .� .-- - - - ±1 -- - C - -j1 - - r-- �1 - -. j -- - - - - - 1---t- _ L_._- r -- 1- - - 1- r 7- •r- -- - � P•-
<br /> T '
<br /> I I i i i I 1 i i Ii I i i i i 1 i i 1
<br /> _ I
<br /> I SEE 10602 FOR AIRCRAFT COORDINATE SYSTEM I
<br /> REFERENCE TO EXISTING TEST SLAB I
<br /> J
<br /> WL-60 FOUNDATION PLAN O
<br /> SCALE:1/8"=1'-0'
<br /> MAGNUSSON 11 smmw.+ c.l Enoin.ra
<br /> KLEMENCIC X s 4".,A,; 1,2,,,
<br /> ASSOCIATES ■ 1.2.•2„2 12:'.'.2.•-.2:2h:
<br /> '1 r': DRAWN DATE SUBTITLE REVISION
<br /> _ .SYMBOL DATE
<br /> SYM REVISION BY APPROVED. DATE SYM REVISION BY APPROVED GATE tiP ACCEPTABILITY R.F.HENRY 11.1717 WL-60 FOUNDATION PLAN : 11.17.17
<br /> 1. Di l,9 THIS DESIGN AND/OR CHECKED '
<br /> 777-9X FATIGUE TEST FRAME 1 MKA P.T.RYAN 11.17.17 ,V$ 4. THIS
<br /> IS APPROVED P.T.RYAN 11.17.17 SHEET
<br /> • a /F' EP ENGINEER TrtIE 777-9X FATIGUE TEST FRAME
<br /> Ar0�,�W5 .0 ry•/ rz APPROVED BY DEPT. DATE ra.LARSEN 11.17.17 TF-1560-1
<br /> CHECKED
<br /> BUILDING 40-041
<br /> ✓ �• HEC RYAN 11.17.17
<br /> m v
<br /> .'`,tY '� APPROVED JOS COMP
<br /> z✓ \ NO. NO.
<br /> '.S;C r...... 4�. DWG .n n..r.-...nn.
<br />
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