|
V-2 9/16"
<br />#5 DOWEL —
<br />EMBED 6" &EPDXY GROUT WITH
<br />HILTI HY-150
<br />TYPICAL DOWEL TO
<br />EXISTING CONSTRUCTION
<br />SCALE: 1/2" = 1'-0" S544
<br />2'-6 15/16" 2'-5 3/4"
<br />V-7 11/16" V-5 13/16" V-11 5/8"
<br />ENLARGED SOH AND FOUNDATION PLAN g
<br />SCALE: 1/2" = 1'-0" 1 S68 5544
<br />SYM REVISION BY APPROVED DATE SYM
<br />DRILLED HOLE FOR ANCHOR
<br />6" MAX TO 1ST BAR SEE DETAIL 1/S544
<br />- � - #6 AT 12" O.C. MAX EACH 'NAY,
<br />4I
<br />ADJUST LOCATION AND ADD BARS
<br />1/2" THfCK ISOLATION JOINT WITH MIN.TO AVOID DRILLED ANCHOR HOLES
<br />CL-
<br />IBERBOARD AND JOINT SEALER ON TOP, TYP.
<br />TYPICAL AT FOUNDATION PERIMETER — f
<br />C d d 4
<br />z
<br />a ° 40 I I r_ CD
<br />001
<br />a d ��
<br />® a v
<br />EARTH —FORMED EDGE
<br />IM ADJUSTLOCAATONAND ADD BARS
<br />\i\ TO AVOID DRILLED ANCHOR HOLES
<br />FOUNDATION DETAIL
<br />SCALE: NTS
<br />1S681S544
<br />SAW —CUT & REMOVE l
<br />EXIST. TRENCH WALL 1
<br />n 0 0 @ ® of
<br />EXISTING TRENCH 0 0 0 0
<br />#5x2'-6" @ 5" OC #5 @ 10" O.C.
<br />SEE 4/S544 SIMILAR EACH WAY TYP.
<br />UTILITY TRENCH CONNECTION DETAIL 5
<br />SCALE: 1/2" = 1'-0" 1 S68 S544
<br />4 7/ 16" 1 /81,
<br />' 1
<br />�s 2-6 TYP.
<br />$/s 2-6
<br />PL11 REY2X5%
<br />(A572 GRADE 50) 1 (A36)
<br />%sN 3-6
<br />PL1YaX4�3-6
<br />(A36)
<br />H X 3 S X S 10 3(TY .) 8,
<br />HEADED STUDS @ 10" (TYP.)
<br />\ 16
<br />h
<br />REVISION
<br />SECTION
<br />SCALE: 3" = 1'-0" S544
<br />V-0" 2'-0" V-0
<br />i
<br />PL1% 7
<br />(A572 GRADE 50)
<br />>EE GENERAL NOTES FOR FINISH 54 EXISTING
<br />I SLAB
<br />f
<br />o
<br />\ —
<br />® r 9 #5 @ 12", 6" MIN.
<br />EXISTING EPDXY EMBED.
<br />SLAB o cl 1 , o UNISTRUT P-3200
<br />1 SEE NOTE ON DETAIL 3/S544
<br />0 o o 10,
<br />#5 AT 10" O.C. TYP.
<br />BOTH WAYS � iU
<br />UTILITY TRENCH SECT-IONo
<br />SCALE: 1/2" = 1'-0" 1S S544
<br />BY I .APPROVED I DATE
<br />V_O 2'-0" 1'-0"
<br />PL 1
<br />(A572 GRADE 50)
<br />SEE GENERAL NOTES FOR FINISH
<br />^I
<br />o A\ Aj\jAV
<br />p «i N
<br />EXISTING
<br />SLAB d I — 0
<br />c�
<br />I
<br />#5 AT 10" O.C. TYP.
<br />BOTH WAYS
<br />UTILITY TRENCH SECTION
<br />SCALE: 1/2" = 1'-0"
<br />PL 1 % (A572 GRADE 50)
<br />SEE GENERAL NOTES FOR FINISH
<br />#5 @ 12", 6" MIN.
<br />EPDXY EMBED
<br />I �
<br />EXISTING I n
<br />SLAB
<br />i
<br />CD I
<br />I
<br />_ I
<br />#5 AT 10" O.C. TYP.
<br />BOTH WAYS v
<br />UTILITY TRENCH SECTION
<br />SCALE: 1/2" = 1'-0"
<br />(A572 GRADE 50) (�
<br />SEE GENERAL NOTES FOR FINISH
<br />#5X2'—O" @ 12"
<br />SEE 4/S544
<br />CD >o
<br />I
<br />.I
<br />I
<br />ino c N 0,
<br />EXISTING
<br />CK
<br />SLAB
<br />0 0
<br />I �
<br />#5 AT 10" O.C. TYP.
<br />BOTH WAYS U
<br />UTILITY TRENCH SECTOR
<br />SCALE: 1/2" = 1'-0"
<br />EATER THAN 3'-0" GENERAL NOTES:
<br />_ 1. SEE GENERAL STRUCTURAL NOTES ON THIS SHEET FOR ADDITIONAL
<br />INFORMATION.
<br />2. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL
<br />18" CONCRETE INFORMATION.
<br />FOUNDATION
<br />SEE 2/S544 3. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO
<br />FABRICATION, NOTIFY BOEING ENGINEER OF ANY DISCREPANCIES.
<br />PERFORM ALL WORK PER IBC-2015 BUILDING CODE AS AMENDED BY
<br />THE CITY OF EVERETT.
<br />#5 @ 12", 6" MIN.
<br />BELOW EPDXY EMBED 4. MANUFACTURER SHALL SURVEY AND LOCATE ALL ANCHOR LOCATIONS
<br />OTE BELOW
<br />OUT AND OBTAIN SPECIAL INSPECTIONS FOR ANCHOR INSTALLATION.
<br />5. CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH OF 4000
<br />)TES PSI, 5 1/2 SACKS CEMENT MIX PER CUBIC YARD, SLUMP SHALL
<br />UNISTRUT SHALL BE P-3200 WITH DIPPED GALVANIZED BE 4" +/— 1
<br />FINISH. SPACING SHALL BE 6' 0" O.C. AND A DISTANCE
<br />FROM ANY CORNER OR WALL SHALL BE 12". MOVE
<br />VERTICAL REBARS TO CLEAR UNISTRUTS WITH 2" MIN, 6, REINFORCING STEEL SHALL CONSIST OF DEFORMED BARS THAT
<br />(TYP.) COMPLY WITH ASTM A615 GRADE 60 (FY = 60,000 PSI).
<br />7, EPDXY GROUT FOR EQUIPMENT ANCHORS SHALL BE "PAGEL PRECISION
<br />3 NON -SHRINK GROUT V1 */50" BY PAGEL--USA OR APPROVE
<br />EQUIVALENT. INSTALL PER GROUT MANUFACTURER'S RECOMMENDATIONS
<br />1 S68 S544 AND PER THE "ANCHORING INSTRUCTIONS" OF THE EQUIPMENT
<br />SUPPLIER.
<br />TER THAN 3'-0"
<br />8. WALKING SURFACES SHALL BE PAINTED AS FOLLOWS:
<br />A. ONE COAT OF TRU-GLAZE-WB-4030 WATERBORNE EPDXY PRIMER,
<br />7 OR EQUAL.
<br />5#y5 @ 10" O.C. EW B. ONE FINISH COAT OF ICI DEVOE TRU-GLAZE-WB 4406
<br />TOP AND BOT TYP. WATERBORNE EPDXY SEMI -GLOSS COATING WITH ONE POUND PER
<br />4
<br />GALLON OF COARSE PUMICE, TINTED VULCAN GRAY, OR EQUAL.
<br />C. FIELD TOUCH-UP AFTER INSTALLATION, AS REQUIRED.
<br />9. LAP SPLICES SHALT_ BE CLASS B.
<br />\ 10, SUBMIT CONCRETE DESIGN MIX & REINF. STEEL SHOP DRAWINGS
<br />UNISTRUT P-3200 FOR APPROVAL TO THE BOEING'S PROJECT MANAGER.
<br />SEE NOTE ON DETAIL 3/S544 11 18" CONCRETE FOUNDATION WITH EPDXY COATING FINISH (DUDICK
<br />PRIMER 67 AND DUDICK PROTECTOR COAT 325 GRAY). FOR
<br />ADDITIONAL INFORMATION SEE DETAIL 2 ON THIS SHEET FOR
<br />ADDITIONAL INFORMATION.
<br />STRUCTURAL NOTES:
<br />6 1. SEISMIC IMPORTANCE FACTOR {e = 1.0
<br />1S68 S544
<br />2. MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS:
<br />BEATER THAN 3'-0" Ss 1.446, S1 = 0.558.
<br />3, DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS:
<br />SDs = 0,964, SDI = 0.558,
<br />j 4. SEISMIC DESIGN CATEGORY: D
<br />#5 @ 10" O.C. EW
<br />TOP AND BOT TYP. 5. ANALYSIS PROCEDURE: RIGID NONBUILDING STRUCTURES
<br />PER ASCE7-10 SEC. 15.4.2.
<br />i> 6. FOUNDATION: ALLOWABLE SOIL BEARING PRESSURE
<br />ASSUMED Fb = 1,500 PSI
<br />J.joss CONSTRUCTOR NOTES:
<br />BLOCKOUT IN SLAB FIXATORS. TYPICAL (1 1) LOCATIONS, SEE DETAIL 1 ON
<br />UNISTRUT P-3200t
<br />SEE NOTE ON DETAIL 3/S544 THIS SHEET FOR ADDITIONAL INFORMATION.
<br />�9133J
<br />02/03/20
<br />lS681S544
<br />REQUIRED STRUCTURAL SPECIAL INSPECTIONS
<br />INSPECTION
<br />IBC
<br />CODE OR STANDARD
<br />FREQUENCY
<br />SYSTEM OR MATERIAL
<br />REMARKS
<br />CODE
<br />REFERENCE
<br />REFERENCE
<br />CONTINUOUS
<br />PERIODIC
<br />—
<br />CONCRETE
<br />SPECIAL INSPECTIONS APPLY TO
<br />ANCHOR PRODUCT NAME, TYPE, AND
<br />DIMENSIONS, HOLE DIMENSIONS,
<br />INSPECTION OF ANCHORS
<br />1909.1
<br />ACI 318: 3.8.6, 8.1.3,
<br />COMPLIANCE WITH DRILL BIT
<br />INSTALLED IN HARDENED
<br />TABLE 1705.3
<br />21.1.8
<br />X
<br />REQUIREMENTS, CLEANLINESS OF THE
<br />CONCRETE
<br />HOLE AND ANCHOR, ADHESIVE
<br />EXPIRATION DATE, ANCHOR/ADHESIVE
<br />INSTALLATION, ANCHOR EMBEDMENT,
<br />AND TIGHTENING TORQUE.
<br />TOLERANCES AND REINFORCING
<br />REINFORCING STEEL AND
<br />1705.3
<br />ACI 3.5,1
<br />PLACEMENT PER ACI 7.5; SPACING
<br />PRE —STRESSING TENDON
<br />1910.4
<br />ACI 318; 7.
<br />: 7. - 7.7
<br />X
<br />LIMITS FOR REINFORCING ACI 7.6;
<br />PLACEMENT
<br />1901.3.2
<br />PROTECTION OF REINFORCEMENT PER
<br />ACI 7.7
<br />CONCRETE PLACEMENT
<br />TABLE 1705.3
<br />ACI 318; 1.3.2.D,
<br />X
<br />ACI 318: 5.9 — 5.10
<br />REQUIRED TESTING FOR SPECIAL INSPECTIONS
<br />TESTING
<br />IBC CODE
<br />CODE OR
<br />FREQUENCY
<br />SYSTEM OR MATERIAL
<br />REMARKS
<br />REFERENCE
<br />STANDARD
<br />REFERENCE
<br />CONTINUOUS
<br />PERIODIC
<br />CONCRETE
<br />FABRICATE SPECIMENS AT TIME
<br />FRESH CONCRETE IS PLACED ONCE
<br />EACH DAY FOR A GIVEN CLASS OF
<br />CONCRETE, OR LESS THAN ONCE
<br />AT THE TIME FRESH CONCRETE
<br />FOR EACH 150 YARDS OF
<br />IS SAMPLED TO FABRICATE
<br />CONCRETE, OR LESS THAN ONCE
<br />SPECIMENS FOR STRENGTH
<br />ASTM C172,
<br />FOR EACH 5,000 SQUARE FT. OF
<br />TESTS, PERFORM SLUMP AND
<br />ASTM C31,
<br />X
<br />SURFACE AREA FOR SLABS/WALLS.
<br />AIR CONTENT TESTS, AND
<br />ACI 318: 5.6, 5.8
<br />ONCE EACH SHIFT FROM IN —PLACE
<br />DETERMINE THE TEMPERATURE
<br />WORK OR FROM TEST PANEL AND
<br />OF THE CONCRETE.
<br />MINIMUM ONE SPECIMEN FOR EACH
<br />TABLE
<br />50 CUBIC YARDS.
<br />1705.3
<br />PRECONSTRUCTION TESTS AS
<br />REQUIRED PER THE BUILDING
<br />OFFICIAL.
<br />CONCRETE STRENGTH
<br />ASTM C39
<br />X
<br />CONCRETE SLUMP
<br />ASTM C143
<br />X
<br />CONCRETE AIR CONTENT
<br />ASTM C231
<br />X
<br />CONCRETE TEMPERATURE
<br />ASTM C1064
<br />X
<br />DTY
<br />ACCEPTABILITY
<br />DRAWN
<br />T. FORD
<br />DATE SUBTITLE
<br />02.27.20
<br />CURRENT REVISfON SYMBOL DATE
<br />CHECKED
<br />U TI L MISC. AIL
<br />THIS DESIGN AND/OR
<br />A
<br />SPECIFICATION IS APPROVED
<br />C. ROSSELL
<br />SHEET
<br />ENGINEER
<br />TITLE
<br />APPROVED EY DEPT, DATE
<br />T. FORD
<br />S544
<br />CHECKED
<br />M. ABDI
<br />APPROVED
<br />Al
<br />BUILDING 40-3
<br />JOB N0, COMP NO.
<br />B. o CONNOR
<br />W7066787
<br />APPROVED
<br />CIVIL MASTER COL. BD-BF/15-17 EVERETT,
<br />WA DWG NO. 40-31-S544
<br />
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