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— ---a —1— __ --lill
<br />7. DESIGN BASE SHEAR, V = 27,500 LEIS
<br />8. SEISMIC RESPONSE COEFFICIENT ..... .......... . . ..... C�: = 0 731
<br />9,
<br />RESPONSE MODIFICATION FACTOR - ... . .. ......
<br />.... . R 1.25
<br />10.
<br />ANALYSIS PROCEDURE-— - .................. . ......
<br />EQUIVALENT
<br />LATERAL FORCE
<br />FOUNDAMIN DESIGN DATA
<br />1,
<br />ALLOWABLE BEARING PRESSURE ..........
<br />2500 psf
<br />MADISON SCOPE OF WORK,:
<br />2.
<br />LATERAL BLARING PRESSURE .... ... .. .. .. . ..
<br />. ...... .. 250 psf/ft
<br />3.
<br />CEOTIECHNICAL REPORT PREPARER .........
<br />.. THE RILEY GROUP,
<br />INC.
<br />4,
<br />CLOTE CHNICAL REPORT NUMBER ..... ...
<br />RGI PROJECT
<br />NO. 2019-258A
<br />5.
<br />GEOTECHNICAL REPORT DATE
<br />....... JANUARY 7,
<br />2020
<br />MADISON TO FURNISH AND INSTALL (1 43'-0" x 91'-8" (6) COLUMN CANOPY, TO INCLUDE:
<br />MATERIAL SPEcincaow
<br />1 (6) 16" ROUND SHOP i D RIMED COLUMNS. 'COLUMNS TO HAVE ELECTRICAL CONDUIT AS PER KROGER STANDARDS, REF:
<br />F-1, CONDUIT TO
<br />'NIDLE
<br />EXIT COLUMN PER F-1 DIMENSIONS. COLUMNS W/CONDUIT TO HAVE A SEAL OFF FITTING AT APPROXIMATELY 48" ABOVE
<br />FINISH GRADE,
<br />1.
<br />2.
<br />STRUCTURAL STEEL FLANGE ...
<br />STRUCTURAL STEEL PLATES ... ... ... ... .. ...
<br />..... ASTM A992
<br />ASTM A36
<br />W/ACCESS HOL.E AND COVER. ALL COLUMNS TO HAVE YO RAINWATER LEADERS CONCEALED INSIDE AND EXIT COI',UMN
<br />W/4" PVC EXITS
<br />3.
<br />CHANNELS LESS THAN 6" PEEP ... . .. .....
<br />ASTM A3 6
<br />PER F-1 DIMENSIONS AND CONNECTED TO U.G. STORM SEWER BY G,C,
<br />ALL OTHER CHANNELS ...... .. ...... .... .....
<br />--- - ASTM A572,
<br />OR, 50
<br />2. SHOP PRIMED OVERHEAD STRUCTURAL STEEL.
<br />4.
<br />ANGLES LESS THAN L3x3x1/4 ........
<br />1.111'.. ASTM A36
<br />1 CEILING TO BE 20 GA. G-90 GALV, STEEL PANELS WITH 3" INTERLOCKING STANDING SEAMS AT 16" O.C,, PANELS TO
<br />BE PRE -FINISHED
<br />ALL OTHER ANGLES
<br />... ASTM A572,
<br />M 50
<br />WHITE W/EMBOSSED FINISH,
<br />5.
<br />HOLLOW STRUCTURAL SECTIONS
<br />... ASTM A500,
<br />GR. B
<br />6,
<br />3" METAL DECK ............... I ... - _ ......................
<br />ASTM A653,
<br />GR, 50
<br />4. CANOPY TO HAVE PERIMETER GUTTER OF G-90 GALV. STEEL, PRE -FINISHED WHITE W//qMOOTH FINISH.
<br />7,
<br />WELDING ELECTRODE STRENGTH ...... ..........
<br />E-70XX
<br />5. RAINWATER DRAINAGE SYSTEM TO CONSIST OF (6) YO SOH. 40 PVC RAINWATER LEADERS PIPED INSIDE COLUMNS
<br />EXIT BELOW SLAB
<br />8.
<br />ANCHOR BOLTS .. . ..... .. ...... ..... ...... .. . .
<br />.............. ASTIM F1554,
<br />GR. 36
<br />W/ PRE -FINISHED WHITE COVERS W/SMOOTH FINISH AND ) (62"x 8" OVERFLOW SCUPPERS.
<br />9.
<br />STRUCTURAL BOLTS ...... . ........... ....
<br />ASTM A307
<br />GR. B (U.N.0)
<br />I
<br />FA( -,(',IA cYSJFKA -TO PF PFF) A(-k,l V/1TIT PLATINUM W FIFC'Al
<br />SCHEDULE OF DRAWINGS
<br />SHEET
<br />NUMBER
<br />DRAWING TITLE
<br />RELEASE DATE
<br />REVISION DATE
<br />.. ..... ... ... .......
<br />cs-1
<br />................ . ....................
<br />. . ...... . ..... ..... ----------
<br />COVER SHEET
<br />. ....... . ------ . .
<br />. . . ......
<br />7/14/21
<br />.. . .. .............
<br />10/1/21
<br />F-1
<br />- - -__----- -
<br />A-1
<br />FOUNDATION PLAN AND DETAILS
<br />. ... ..... ... ....... . ..... ___, . ...............
<br />FRAMING AND LIGHTING PLAN
<br />7/14/21
<br />.......................... . . . ..
<br />10/1/21
<br />A-2
<br />ELEVATIONS
<br />7/14/21
<br />10/1/21
<br />A-3
<br />SECTIONS AND DETAILS
<br />7/14/21
<br />10/1/21
<br />SCHEDULE OF REVISIONS
<br />REVISION
<br />NUMBER
<br />DESCRIPTION
<br />STEEL PRICE FRAME ADDITIONS PER ECCA01071, RECEIVED 9/27/21.
<br />SHEETS
<br />A-1 THRU A-3
<br />L'i
<br />_3
<br />pi
<br />C)
<br />L,J
<br />rr
<br />0
<br />Lij
<br />cn
<br />LO
<br />0
<br />C4
<br />to
<br />0
<br />Lij
<br />N
<br />00
<br />00
<br />CD
<br />Ld
<br />=
<br />m
<br />cf)
<br /><
<br />00
<br />L_j
<br />>*
<br />0
<br />Li
<br />Ld
<br />Elt�
<br />Li
<br />�
<br />L'i
<br />>
<br />0)
<br />LLJ
<br />>
<br />LLJ
<br />Eli
<br />x
<br />L_L_
<br />0
<br />LLJ
<br />W. STRUCTURAL HUI-) .. .. ........... * — .. . . ....... /A3111A AJOJA, [ILIAVT NLA (U.N,U)
<br />11. STRUCTURAL WASHFRS- ....... . .. .. ..... ASTM F436 (UxO) Z� T 73 (2T)STEEL PRICE SIGN FRAMES ON WEST- AND NORTH ELEVATIONS. 'I 1110
<br />12, 28 DAY CONCRETE COMP. STRENGTH fc 3500 PSI I "HT FIXTURES.
<br />S I r I ��N C
<br />(16) LE (A) ILSI� V— E 15L—SN '5 E BY G,C,
<br />13. CONCRETE REINFORCING STEEL . . .. ... ...... ASTM A706, GR, 60 DEF, BARS
<br />0
<br />U.N,O, UNLESS NOTED 0-1-HERWISE (REFER TO DRAWl'NGS) 9� (10) PUMP FLAGS. FURNISHED BY MADISON, MOUNTED BY OTHERS,
<br />10. AT THE END OF EACH WORK DAY, MADISON TO DEPOSIT CONSTRUCTION DEBRIS IN DUMPSTER FURNISHED BY G.C.
<br />.. . ........ ..... - ----- - 11. ANCHOR BOLTS TO BE SHIPPED TO JOB SITE, REF: F-1 FOR ANCHOR BOLTS SIZE.
<br />uj
<br />0
<br />- - --- - --------------- - , - -- - ........... . ............ NOT IN MADISON'S SCOPE OF WORK:
<br />ABBREVIATIONS I ALL LLECIRICAL WIRING
<br />2, ALL FINISH PAINTING
<br />A.F.F. ABOVE FINISH FLOOR N.B.M. NOT By MADISON C,
<br />3. PERMITS, INSPECTIONS, SPECIAL INSPECTIONS C�l
<br />k� t INSPECTIONS I CN
<br />@ AT N.& NEAR SIDE llf_l
<br />BUILDING LINE NEO NEOPRENE AL FOOTINGS (GROUT) Z0 _
<br />CENTER LINE O/C ON CENTER 5. SIGNAUGE
<br />C/C CENTER TO "'ENTER 0/0 OUT TO OUT 6, DUMP STER
<br />CLR. CLEAR It PLATE Z 0,
<br />DIA. DIAMETER SQ. SQUARE
<br />EA. EACH T. 0, 1. TOP OF ISLAND 0
<br />El EV, ELEVATION TYP. TYPICAL
<br />F.S. FAR SIDE UG. UNDERGROUND
<br />FTG. FOOTING V. VENT
<br />csa
<br />/o
<br />G-C. GENERAL CONTRACTOR W.A. WHITE ACRYLIC
<br />GA. GAUGE R r'j
<br />GALV, GALVANIZED
<br />HX.HD. HEX HEAD SCREW o"
<br />GENERAL NOTES
<br />1. STRUCTURAL WELDED JOINTS SHALL CONFORM TO THE PROVISIONS OF AWS D1.1-04, STRUCTURAL WELDING I THESE DRAWINGS AND ALL INFORMATION HEREON
<br />CODE —STEEL, PUBLISHED BY THE AMERICAN WELDING SOCIETY. PROP
<br />A CONFIDENTIAL NATURE AND REMAIN THE
<br />PROPERTY OF MADISON INDUSTRIES REMAIN USE
<br />OR REPRODUCTION OF THESE DRAWNGS FOP ANY
<br />2. ANY FIELD WELDING SHALL REQUIRE SPECIAL INSPECTION, WELDER CERTIFICATION SHALL BE AVAILABLE AT i PURPOSE, EXCEPT BY WRITTEN PERMISSION OF
<br />MADISUN INDUSTRIES IS STRICTLY PROHIBITED.
<br />THE JOBSITE DURING TIMES OF INSPECTION.
<br />3. ALL STRUCTURAL BOLTED CONNECTIONS SHALL BE ASTM GRADE A-325 AS NOTED ON THE DRAWINGS AND U A) "'A
<br />SHALL BE MADE "SNUG —TIGHT" ONLY AS DEFINED BY ANSI/AISC 360-05. SPECIAL INSPECTIONS ARE NOT
<br />REQUIRED FOR THESE CONDITIONS. WASHERS ARE NOT REQUIRED UNLESS HOLES ARE OVERSIZED OR SLOTTED.
<br />c
<br />W Ws l 11
<br />PROFESSIONAL ENGINEER
<br />MODEL No.
<br />SCALE
<br />,AWN BY DATE
<br />RS 9/29/21
<br />CHECKED BY DATE
<br />MID 10/1/21
<br />I MI ENGINEER DATE
<br />ML/JFB 7/13/21
<br />DRWG. No.
<br />co
<br />SHEET OF
<br />< 5
<br />J09 N©.
<br />WCA18373-1
<br />
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