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A SIM LEGEND GENERAL NOTES
<br /> 1.55 1.60 1.65 1.70 CD
<br /> 1.80 A 1.85 I
<br /> S509 S509 01II
<br /> 1. BSA GANTRY FOUNDATION DESIGN LOADS PROVIDED BY SEQUOIUA.
<br /> S509 S509-01
<br /> `0"' , O„ ,O,F , O„ POUR LIMITS
<br /> _- -. _ 2 '-,0 3i`-O" SEE LOADING CONDITION SCHEDULE ON THIS SHEET:
<br /> 46. TIFOUNDATION i 1II 2. CONCRETE FOR MASS PLACEMENT:
<br /> Nv ELEV=100' A) ANY CONCRETE PLACED IN LIFTS GREATER THAN OR EQUAL TO 3
<br /> -� FEET SHALL BE CONSIDERED MASS CONCRETE.
<br /> 18'0" 7.-2 318" 7.-1 318" 7.-1 3 -7.-1 318" �'1318" 7.-1 318" _.. I 7.-1 318" 7-1318" 7'-1 318". 7.-1 Y" 7'-1 " -. v.- - - B) MASS CONCRETE SHALL BE PLACED,TEMPERATURE CONTROLLED
<br /> 3{ 3/8 7 13/8 7 13/8 7 13/8 7 13/8 4 2 3/8 5 2 14-10 75
<br /> 1 I I i ,-2" 4.-0AND CURED IN ACCORDANCE WITH ACI 207-GUIDE TO MASS
<br /> 1 I I I CONCRETE.
<br /> I INTERN EDIATL C OPP HND I I ���� I - 1 Ny I ,, C) CEMENT FOR MASS CONCRETE SHALL BE TYPE II,MH.
<br /> - UTILITIES SUPPORT,TY5 B D) CONCRETE MIX SHALL INCLUDE ASTM C618 TYPE F FLY ASH,
<br /> S509 S509-03 16 A�' '� STATION,TYP S509 S5I I3 I i ���w GANTRY I MAXIMUM FLY ASH CONTENT SHALL BE LIMITED TO 25%OF TOTAL
<br /> ►�♦ CONSTRUCTION NOTES
<br /> COLUMN 5 CEMENTITIOUS MATERIALS,BY WEIGHT.
<br /> IIPPPPIIIII""''
<br /> ® ���� ) REGATE SIZE SHALL NOT EXCEED
<br /> .. P � E MAXIMUM AGGA - = I IIIr ���� ; ELET/FOVUNDAOTION 1 = PORPORVOAIDE ENGINEER LOW SHRINK CONCRETE MIX 1 1/2 INCHES.
<br /> F) CONCRETE TEMPERATURE AT THE TIME OF PLACEMENT;50 TO 70
<br /> INTERMEDIA E `�� ,i 3 DEGREES F.
<br /> = I I I I -- - _ 2. CONTRACTOR TO USE TWO ANCHOR BOLT TEMPLATES AT EACH G) PROVIDE PLACING PROCEDURES DESCRIBING METHODS FOR
<br /> I I I I I I I I I I
<br /> '07. BASE PLATE. MAINTAINING TEMPERATURE REQUIREMENTS SUBJECT TO
<br /> I SUPPORT,T�P I I I I I ►�4�� .----
<br /> tr ( I I 1 wo- _ ;�♦'�. 1.. REVIEW AND APPROVAL BY THE ENGINEER PRIOR TO PLACING
<br /> 3. CONTRACTOR SHALL PROVIDE FORM SAVER REINFORCEMENT CONCRETE.
<br /> ,. -�-- S2 II S1 --' S1 Si .�I •1 S�
<br /> � �,.. COUPLERS BETWEEN CONCRETE FOUNDATION POURS.
<br /> I � � S1 ''''''--„I
<br /> ``- [ S1 iii �..""..� _ S2 S1 �_.--'`� 1 � 1 I 1 �...®S1 ,� ~�. I `�.�.�. . � . .-'`� �1 . . "'- .. -- r, � - ���� ."•�
<br /> ' ®� H) CURING SHALL BE BY APPROVED WET PROCESS ONLY. CURE
<br /> �° _ � - - � � � r - I re - - ,r4�� � UNTIL SURFACE TEMPERATURE IS WITHIN 20 DEGREES F OF
<br /> TYP I I I �� II _ 4. CONTRACTOR TO FIELD DETERMINE PLATE PENETRATIONS, AMBIENT TEMPERATURE,AND CORE TEMPERATURE AT MID DEPTH
<br /> q. ��e. I © OF SECTION IS WITHIN 30 DEGREES F OF AMBIENT TEMPERATURE:
<br /> _... I ♦♦� I I CONTRACTOR TO FIELD COORDINATE FINAL HEIGHT OF SUPPORTS: '•
<br /> STATION,TYP
<br /> S509 S509-03 S509 3509-03 I 1 I 3. REMOVABLE PLATE LIFTING HOLE,SEE DETAILS 4/S448.
<br /> ��
<br /> 1 6. SEE SPECIFICATION FOR FLOOR FLATNESS REQUIREMENTS AT
<br /> ` ' I ' ) �♦� I ¢ LOCATIONS WITH AGV TRAVEL. 4. PENETRATIONS GREATER THAN 6"x6"REQUIRE ADDITIONAL FRAMING.
<br /> I bp
<br /> { I I I ' .� Q-- F SEE DETAIL 5/S509-01 FOR PLATE EDGE STIFFINER.
<br /> - .__ I .._ ______ .._.. . _ ...._. �� 7. CONCRETE SHALL HAVE HARD TROWELED FINISH PER
<br /> N - , - - - < I - - Ti - I�:�: - - - Th.
<br /> F.03 SPECIFICATIONS: 5: SEE ELECTRICAL FOR GANTRY COLUMN,TRENCH PLATE,AND
<br /> REINFORCEMENT GROUNDING.
<br /> o _ m _ �� GANTRY 8. BOEING TO PROVIDE ENGINEER A TRENCH COVER PLATE
<br /> co IZ i
<br /> I �� PENETRATION PLAN.ENGINEER WILL PROVIDE FINAL PENETRATION 6 UNISTRUT UTILITY SUPPORT.FOR INTERMEDIATE SUPPORT SEE
<br /> a _ __ COLUMN 4
<br /> ► _ flcl _ __� �_.._.._.. * � _ I '5 FRAMING AND REINFORCEMENT BASED ON THIS INFORMATION. SECTION CIS509-03,FOR OUTLET SUPPORT SEE SECTION BIS509-03:
<br /> 1 •
<br /> • S2� S1 S1 S1 I -.. S1 I S1 -. 4S2 Si 1 S1 vim`I S1 `` S1 S1 S2 `" S1 _ S1 �� . I SEE MECHANICAL FOR OUTLET LOCATIONS.
<br /> I • •�-• I 9, COVER PLATES SHALL BE CUT TO A MAXIMUM WIDTH OF 4'-0"
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<br /> _ ■.r. 1 r _.._ .1 � ♦:♦: 10„ 8 0 ._.I N I - - - - -
<br /> S509 S509-02 I I 1 PL1"REMOVABLE I
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<br /> MC4x13.8 PLATE
<br /> I I I I PLATE(TYP) N `I
<br /> L �� 5'0" 9 11" EDGE SUPPORT
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<br /> I I �♦®UTI TY TR �♦�. PL1 114"REMOVABLE STEEL
<br /> `' I I I""1"1"Al _ .,...----
<br /> COVER PLATE OUTSIDE OF .
<br /> �, 1 - ) - 3 �� FOUNDATION AREA
<br /> Ii.itiI - FOUNDATION DESIGN LOADING
<br /> 75D z • •
<br /> . r-' SiSir""s2 S1 s1 s1--- 1 Elill s2 s1 S1 S1 `� 2 SCALE NTS
<br /> CC . , . T 1 � S S1 S
<br /> I I _ ♦♦♦. GANTRY 11
<br /> I I _ I I _ .w �� COLUMN 2 3
<br /> I 1 I r- 'g .g. I 1 ��i� - _ ! LOADING CONDITION SCHEDULE
<br /> E -
<br /> I 61 I ii."\ _, - ; riLLER Citik,
<br /> C I -
<br /> I Column 1 Column 2 Column 3 Column 4 Column 5
<br /> M
<br /> 5E 9=�0 . a . 1 I I ;- __ - ���� 7 I M M M M M
<br /> I I 1 _A F(kip) F(kip) F(kip) F(kip) F(kip)
<br /> ��� ( p) ( p) ( p) ( p) ( p)
<br /> r.:--.. -
<br /> I I B i �� (kip-ft) (kip-ft) (kip-ft) (kip-ft) (kip-ft)
<br /> I55095D5 0 f `";�� X 20.3 3.2 20.3 9.8 27.1 10.2 27.1 10.2 27.1 10.2
<br /> 1
<br /> __ �._ } _- I �. 1 �� ' „ Case 1 Y -149.7 0.0 -149.7 1.0 -138.4 0.0 -138.4 0.0 -138.4 0.0
<br /> ® _ f e [ - ® ® , - , ® ® - --� - p a - E3 - �� I30
<br /> 82 7.------ S1 S1 Si "``•... S1 S1 S2 Si ```° .. S1 „. -``1 S1 ``---, S1 - - S1 '- �. S1 ": MIR S1 y, ......1♦� (IV, I
<br /> '� GANTRY Z -0.1 300.7 0.1 300.3 -0.1 371.8 -0.1 371.8 -0.1 371.8
<br /> 3'0° __.� _ i -- L ` � `~ .. �� COLUMN I -
<br /> 7. I _ 1 � '�•�. (TYP) X 3.0 2267.0 2.0 1698.0 -3.0 1360.0 -3.0 1360,0 -3.0 1360.0
<br /> I F-r � ' Case 2 Y -168.0 0.0 -124.0 -1.0 -168.0 0.0 -168.0 0.0 -168.0 0.0
<br /> 75
<br /> 4 ,,, ;�-; , ' ; - ``� -' --'` 4----„,,,,,,,,‹ ir4. ' • I N; Z -84.0 -34.0 -66.0 24.0 -46.0 -36.0 -46.0 -36.0 -46.0 -36.0
<br /> y .. t.�t+ . s1 S1M S2 `" Si 1------ Si ------.,1 st1 Si S1_ • _ �� _ _r►
<br /> I _...® - .__._ ® ® -- 3 ® ) _-15.__ f - 1 ® ®1 in _ - 0� ..__._.. r� -___ _ i i I I m �� X -21.0 6.0 -21.0 -285.0 -18.0 1.0 -18,0 1.0 -18.0 1.0
<br /> I I I 1 I I-® swi I V GANTRY I Case 3 Y -189.0 0.0 -189.0 0.0 -32.0 0.0 -32.0 0.0 -32.0 0.0
<br /> t I I 1 I I I COLUMN 1
<br /> GANTRY I I Z 0.0 -286.0 0.0 7.0 0.0 -256.0 0.0 -256.0 0.0 -256.0
<br /> GANTRY FOUNDATION
<br /> COLUMN(TYP) I II I I I t' II E X -1.0 -2262.0 1.0 -1681.0 -1.0 -1348.0 -1.0 -1348.0 -1.0 -1348.0
<br /> __
<br /> -. Case 4 Y -69.0 0.0 -50.0 0.0 -69.0 0.0 -69.0 0.0 -69.0 0.0
<br /> i1
<br /> 1
<br /> I 1, 1il Z 84.0 -14.0 65.0 8.0 46.0 -12.0 46.0 -12.0 46.0 -12.0
<br /> GANTRY r I _I` - _. _ _.. I - ._. J I .. _
<br /> FOUNDATION
<br /> 9'0" 9,-0„ 12'0" _, 8,0" _ ISSUED FOR
<br /> V-0" _ 18.-0" __ 111'-0" III._ 20.-0" __ 5'-o" 1 I I CONSTRUCTION
<br /> STRUCTURAL
<br /> TIY FOUNDATION ENLARGED PLAN 1 � Our difference
<br /> is engineered.
<br /> -- ..4,r
<br /> SCALE: 1/8"= 1'-0" TN1S10-37,00S10-31,32,36,37, 1S60-31,32,36,37 S509
<br /> X �� www.harrisgroup.com
<br /> ,„
<br /> Group
<br /> Harris PROJECT NO: 0012630.04
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> $'. VW S 4 ACCEPTABILITY R:PINLAC 10.31.18 BSA STRINGER GANTRY - ENLARGED PLAN
<br /> pF I.� '� THIS DESIGN AND/OR CHECKED W6036604 A 07.09.19
<br /> A BSA STRINGER GANTRY-IFC STRUCTURAL W6036604 HG RLT 07.09.19 �w r�'G,'�,� SPECIFICATION IS APPROVED R.PINLAC 07,09.19 SHEET
<br /> +a ENGINEER TITLE
<br /> 0��� l! =. APPROVED BYDEPT. DATE A:GINEERBEHROOZI07.09.19BSA STRINGER GANTRY_ , g;LA/ ►��'�j � CHECKED S 5 0 9
<br /> _ !� A.WARNER 07.09.19
<br /> 1 53436 9 9 APPROVED BUILDING 40 058 JOB NO COMP N0.
<br /> 0A �4Gis.ros s# R.THIRTYACRE 07.09.19 W6036604
<br /> 4'sa/ONAL ,�rosaois APPROVED STRUCTURAL MASTER EVERETT,WA DWG No. 40-058-S509
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