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t 1.-2 9/16' DRILLED HOLE FOR ANCHOR L NOTES:
<br /> 6"MAX TO 1ST BAR SEE DETAIL 1/S544 - GREATER THAN 3' U" I-
<br /> -OX ABA MacNwE- 4" /6 AT 12-G.C.MAX EACH WAv, I'-0' 2'-D' '-U" 1. E7AL STRUCTURAL NOTES ON THIS SHEET FOR ADDITION,1.
<br /> ADJUST LOCATION AND ADD BARS •BY MANUFACTURER MIN. TO AVOID DRILLED ANCHOR HOLES -:1A I!UN
<br /> 1/2'THICK ISOLATION JOINT WITH _ PL
<br /> MICHOR PLATE- FIBERBOARD AND JOINT SEALER ON TOP, TYP x'w (A572 GRADE 150
<br /> TYPICAL AT FOUNDATION PERIMETER - ) 2. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL
<br /> mil iii 110 ,,,-Br MANUFACTURER SEE GENERAL NOTES FOP.FINISH 18"CONCRETE INFORMATION.
<br /> FOUNDATION
<br /> _ CONCRETE FOUNDATION I
<br /> ffffgT1, 00� eo •��! „ SEE 2/ss44 3 E NOTING G CONIDITIONS AND G ENGIANDRDIM ANYONS DISCREPANCIES.IORTO
<br /> '� ° _ • L ° e e 1 - _-_ L WORK PERIBC-LOTS BUILDING CODE AS AMENDED BY
<br /> j!r
<br /> V. 3 A°� ° ° / / EVERETT• Y5 0 12",6'MIN-
<br /> EPDXY EMBED
<br /> e a / 4. MANU- '=ER SHALL SURVEY AND LOCATE ALL ANCHOR LOCATIONS
<br /> •
<br /> E%ISDNG JP 3200AND �_ ry SPECIAL NSPECTIDNS FOR ANCHOR INSTALLATION.
<br /> BELOWdEARTH-FORMED EDGE / 5. CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH OF 4000
<br /> aNOTES /
<br /> Al 1. SURVEY AND La.ATE ALL ANcr1oR <, \/ / 7.,<, \/ /\/ PSI, 5 1/2 SACKS CEMENT MIX PER CUBIC YARD. SLUMP SHALL
<br /> �, ° ' ° MOCATFACTURNCHOR INSTALLATION BY \/X/j�\/X/,%j\\/j •\//j\ I UNISTRUT SHALL BE P-3200 WITH DIPPED GALVANIZED BE 4" +/- 1
<br /> FINISH SPACING SHALL BE 6'-0"O.0 AND A DISTANCE
<br /> ° d ° / \\� . �5 AT 10'DC-ttP- � • FROM MAY CORNER OR WALL SHALL BE 12".MOVE
<br /> /\//%�/�/� ADJusr AT t�GCATloN AN MAXD ADO H wBRAS Borth wars �'" VERTICAL REBARS TO CLEAR UNISTRUTS WITH 2"MIN, 6. REINFORCING STEEL SHALL CONSIST OF DEFORMED BARS THAT
<br /> • - Q e a e - \, TO AVOID DRILLED ANCHOR HOLES (ttP-) COMPLY WITH ASTM A615 GRADE 60 (FY = 60,000 PSI).
<br /> EPDXY GROUT BED- 7 IX16" 5 1/2" a \ 7. EPDXY GROUT FOR EQUIPMENT ANCHORS SHALL BE "PAGEL PRECISION
<br /> SEE STRUCTURAL NOTES ANCHOR BGLG- FOUNDATION DETAIL 2 C �\ NON-SHRINK GROUT Vt*/50" BY PAGEL-USA OR APPROVED
<br /> FOR TYPE z„ i'-5/B" BY MANUFACTURER UTILITY TRENCH SECTION I �' EQUIVALENT. INSTALL PER GROUT MANUFACTURER'S RECOMMENDATIONS
<br /> SCALE: NTS 1568 S544 SCALE: 1/2" = 1'-0" 1S68 5544 AND PER THE "ANCHORING INSTRUCTIONS" OF THE EQUIPMENT
<br /> SUPPLIER.
<br /> 1-0 4'-0" GREATER THAN 3'-0"
<br /> 5-AXIS MACHINE ANCHOR BOLT DETAIL PL,Y(A572 GRADE SD) 8. WALKING SURFACES SHALL BE PAINTED AS FOLLOWS:
<br /> 5�44 1 EXISTING COVER
<br /> SEE GENERAL NOTES FOR FINISHIII 7 A. ONE ";;T OF TRU-GLAZE-WB-4030 WATERBORNE EPDXY PRIMER,
<br /> SCALE: NTS C'" = _yL
<br /> NEW CONSTRUCTION EXISTINGI #5 B 12',fi MIN. KW p5 0 le"O.C.EW B Os COAT OF ICI DEVOE TRU-GLAZE-WB 4406
<br /> I EPDXY EMBED- TOP AND BOT ttP W -'.1 EPDXY SEMI-GLOSS COATING WITH ONE POUND PER
<br /> / �" GALLON OR COARSE PUMICE, TINTED VULCAN GRAY, OR EQUAL.
<br /> 111 MAE ,
<br /> ■n�[ 1
<br /> C. FIELD TOUCH-UP AFTER INSTALLATION, AS REQUIRED.
<br /> bI
<br /> Fj '� 9. LAP SPLICES SHALL BE CLASS B.
<br /> SAW-CUT&REMOVE • \\- \,, ,,,----..,
<br /> \��\'
<br /> E%ISi.TRENCH WALL „� E%ISTING 111 _ -
<br /> SLAB 10. S-_., NCRETE DESIGN MIX 84 REINF. STEEL SHOP DRAWINGS
<br /> .® o e o o o :- -.__ -SAL TO THE BOEING'S PROJECT MANAGER.
<br /> #5 DOWEL o o s o ' UNISTRUT P-3200
<br /> EMBED 6'&EPDXY GROUT WITH EXISTING TRENCH SEE NOTE ON DETAIL 3/S544 �> _ CONCRETE FOUNDATION WITH EPDXY COATING FINISH (DUDICK
<br /> HILT!MY-150
<br /> TYPICAL DOWEL TO iSx2'-6'0 5'OCPRIMER 67 AND DUDICK PROTECTOR COAT 325 GRAY). FOR
<br /> #5 a l0"O.C. \,,\ .\ ADDITIONAL INFORMATION SEE DETAIL 2 ON THIS SHEET FOR
<br /> EXISTING CONSTRUCTION �e� SEE 4/5544 SIMILAR EACH WAY pBOTH WAYS ;\\;;!OlC . ' \ ADDITIONAL INFORMATION.
<br /> SCALE: 1/2" = 1'-0" 5544 UTILITY TRENCH CONNECTION DETAIL 5 STRUCTURAL NOTES:
<br /> UTILITY TRENCH SECTION (� 1. SEISMIC IMPORTANCE FACTOR le = 1.0
<br /> • SCALE: 1/2" = 1'-0" S68 5544 SCALE: 1/2" = 1'-0" 568 5544
<br /> 12' 6"
<br /> _ _
<br /> 4 7x16 1/a 2. MSAPPED
<br /> SPECTRAL RESPONSE
<br /> ACCELERATION PARAMETERS:
<br /> GREATER THAN 3'-0
<br /> 9 1/16"
<br /> 5 1/8" PL I Y. _i ,r-Q"_ _ 3. DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS:
<br /> 1'-3 3/4" O°�2-6 TYP (A572 GRACE SD)
<br /> Cis 6 SEE GENERAL NOTES FOR FINISH Q SOS = 0'964, SDI = 0.558.
<br /> 2'-6 15/16"_\ _ 2'-7 t/8" 2'-5 3/4" PL 1 Y ALY X 5Y 4. SEISMIC DESIGN CATEGORY: G
<br /> 7 Il/16" (A572 GRADE 50) - " (A36)
<br /> -- #002'-0"0 12" /)5 0 10'O.C.EW
<br /> HAl 3-6 TOP AND BOT GYP
<br /> 9 5/16" 8 7/8" 7 7/8" 8 7/8" 8 7/8" PL 1 SO X a Ifs (s SEE a/ssaa 5. ANALYSIS PROCEDURE. RIGID NONBUILDING STRUCTURES
<br /> I 7 (A36) o PER ASCE7-10 SEC. 15.4.2.
<br /> s
<br /> "�L5 X 3 Yz X 3(s W/34.0%8" 1 ,� '�_o o la 6. FOUNDATION: ALLOWABLE SOIL BEARING PRESSURE
<br /> 7 ...--0.•
<br /> HEADED STUDS®10'(rrP) o c \ ASSUMED Fb = 1,500 PSI
<br /> 1 �.
<br /> - exIanNG CONSTRUCTION NOTES:
<br /> Q. ❑° ❑° Q. .Q �° .Q �' D. 1 SLAB �o a J v,r.0,µI..H0.`SY
<br /> _ I o "< r BLOCK OUT IN SLAB FIXATORS. TYPICAL (11) LOCATIONS. SEE DETAIL 1 ON
<br /> 0 0 �, �a UNISTRUT P-3200 „` a '•f` -/x THIS SHEET FOR ADDITIONAL INFORMATION.
<br /> D'o SEE NOTE ON DETAIL 3/S54a , ; ) ,/
<br /> A EQUIPMENT ANCHOR BRACKET (TYP) - SECTION n 0 °"r ...... -.
<br /> S»�44 0 5 AT Io"D.C.Tm.__// .,.= 9D�eqt,29103.RYyG`r�Rp 02/03/20
<br /> 5544 MACHINE REFERENCE POINT r n SCALE: 3" = 1'-0" NBorth wars s�
<br /> - 1 I e 1
<br /> I'-0'
<br /> N n 1 m UTILITY TRENCH SECTION - RECUIRED TESTING FOR SPECIAL INSPECTIONS
<br /> "2`.
<br /> H \ - D I Y / U 1
<br /> li' (A572 GRADE 50) 0 SCALE: 1/2" = 1'-0" 1S68 5544 TESTING
<br /> SEE GENERAL NOTES FOR FINISHKilr EXISTING SYSTEM OR MATERIAL CODE ORREMARKS
<br /> IBC CODE FREQUENCY
<br /> "' 1 ❑` Qo �o '� '•' SLAB REFERENCE REFERENCE CONTINUOUS PERIODIC
<br /> 1 REQUIRED STRUCTURAL SPECIAL INSPECTIONS
<br /> 1
<br /> t 0 0 0 O O ru u' i INSPECTION CONCRETE
<br /> - F " rill FABRICATE SPECIMENS AT TIME
<br /> SYSTEM OR MATERIAL IBC CODE OR STANDARD FREQUENCY REMARKS FRESH CONCRETE IS PLACED ONCE
<br /> CODE REFERENCE EACH DAY FOR A GIVEN CLASS OF •
<br /> /5 0 12",6"MIN. REFERENCE CONTINUOUS PERIODIC CONCRETE,OR LESS THAN ONCE
<br /> F, .., t� •�� f"' 1 E%IS EPDXY EMBED.
<br /> %n \ AT THE TIME FRESH CONCRETE FOR EACH I YARDS OF
<br /> SLAB
<br /> iillig �, CONCRETE IS SAMPLED TO FABRICATE CONCRETE.OR LESS THAN ONCE
<br /> S544 4 UNISTRUT P-3200 SPECIMENS FOR STRENGTH ASTM C172. FT FOR EACH 5,000 SQUARE F.OF
<br /> 8 7/8T 7 11/16* 8 7/8. 8 7/8" - - SEE NOTE ON DETAIL 3/5544 C31,ASTM WALLS.
<br /> 8 7/8" 7 11/16" B 7/8" 8 7/8" - - SPECIAL INSPECTIONS APPLY TO TESTS.PERFORM SLUMP AND M X SURFACE AREA FOR SLABS/
<br /> ANCHOR PRODUCT NAME,TYPE,AND AIR CONTENT TESTS,AND ACI 318,5.6,5.8 ONCE EACH SHIFT FROM IN-PLACE
<br /> • _ DIMENSIONS,HOLE DIMENSIONS, DETERMINE THE TEMPERATURE WORK OR FROM TEST PANEL AND
<br /> 5 3/16" \,\\ INSPECTION OF ANCHORS COMPLIANCE WITH DRILL BIT OF THE CONCRETE. MINIMUM ONE SPECIMEN FOR EACH
<br /> %\ • INSTALLED IN HARDENED 1909.1 ACI 318:3.8.6,8.I.3, X REQUIREMENTS,CLEANLINESS OF THE 50 CUBIC YARDS.
<br /> #5 AT 10"O.C.TIP. TABLE 1705.3 21.1.8 TABLE
<br /> 7 11/16" BOTH WAYS LA CONCRETE HOLE AND ANCHOR,ADHESIVE 1705.3 PRECONSTRUCTION TESTS AS
<br /> L.2'-6 15/16" _ 2'-5 3/4" EXPIRATION DATE,ANCHOR/ADHESIVE REQUIRED PER THE BUILDING
<br /> INSTALLATION,ANCHOR EMBEDMENT, OFFICIAL.
<br /> UTILITY TRENCH SECTION 10 AND TIGHTENING TORQUE.
<br /> SECTION CONCRETE STRENGTH ASTM C39 %
<br /> 1'-7 I1/I6" 1'-5 13/16' 1'-11 5/8" TOLERANCES AND REINFORCING
<br /> SCALE: 1/2" = 1.-0" IS68 5544 REINFORCING STEEL AND 1705.3 PLACEMENT PER ACI 7.5;SPACING
<br /> PRE-STRESSING TENDON 1910.4 ACI 318:3.5, X LIMITS FOR REINFORCING ACI 7.6; CONCRETE SLUMP .,-FMC143 x
<br /> PLACEMENT 190132 ACI 318:7.1 -7.7 PROTECTION OF REINFORCEMENT PER
<br /> ENLARGED SLAB AND FOUNDATION PLAN n ACI 7.7 CONCRETE AIR CONTENT .1-,I C231 '
<br /> CONCRETE PLACEMENT TABLE 1705.3 ACI 318:1.3.2D
<br /> SCALE: 1/2" = 1'-0" 15 , X CONCRETE TEMPERATURE C1064
<br /> 68 5544 _ ACI 318:5.9-s.10 - I
<br /> -_-- --
<br /> REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE '
<br /> ACCEPTABILITY GRAWNT.FORD DATE
<br /> 22720 suITITLE SYMBOL DATE
<br /> THIS DESIGN AND/OR CHECKED FOUNDATION PLAN AND MISC.DETAILS RA
<br /> SPECIFICATION IS APPROVED C.ROSSEU-
<br /> E
<br /> cl
<br /> BOEZAW® APPROVED Br DEPT. DATE TN FORD TITLE S544
<br /> CHECKED
<br /> M.APPROVEDABDI
<br /> BUILDING 40-31 •
<br /> 8.O'CONNOR COMP N0.
<br /> 8. '87 ee
<br /> I APPROVED
<br /> CIVIL 6T: BD-BF/15-17 EVERET 31-S544
<br />
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