|
........... . --------- . ..... .... . ..... .. ... ......... ... .. . .. . ..... - - ----------- ---------
<br />SCHEDULE OF DRAWINGS
<br />STRUCTURAL DESIGN CRITERIA
<br />SHEET DRAWING TITLE RELEASE DATE REVISION DATE
<br />NUMBER
<br />. . . . . . ... ...... ...... ... ... - ------
<br />..... -- ---
<br />BUILDING CODE ....... . .................... .. ........................ - 2018 International Building Code
<br />c8_1 --
<br />COVER SHEET 7/14/21 10/1 /21
<br />DESIGN DEAD LOAD ........... . . .. . ....... .... .................... ACTUAL WEIGHT OF STRUCTURE
<br />ROOF LIVE LOAD ......... ....... .. .................. . .............. 20 PSF C�)
<br />F-1 FOUNDATION PLAN AND DETAILS CD
<br />QFC #852 . . ............. . . . . _----
<br />I
<br />........................... . . .................... . .. ....................................... . . . . . . ............ . ......... . . .............
<br />ROOF SNOW LOAD
<br />1. GROUND SNOW LOAD ... .......... .......... - P 25.0 PSF
<br />2. SNOW EXPOSURE FACTOR .... ............................ - ..... A 43A-1 FRAMING AND LIGHTING PLAN 7/14/21 10/1/21
<br />3, SNOW LOAD IMPORTANCE FACTOR ........ 1.0 .011 X 911-81w (6) COLUMN CANOPY A-2 ELEVATIONS 7/14/21 10/1/21 Uj
<br />4. THERMAL FACTOR....._.. ....... ... ........ .... 1.2
<br />5. FLAT ROOF SNOW LOAD ......................... .. . .. . .... Pf:= 25.0 PSF CK
<br />A-3 SECTIONS AND DETAILS 7/14/21 1 O/l /21 .0-
<br />__j
<br />WIND DE61GN DATA
<br />1. BASIC WIND SPEED-- ............ .. - ....... .. . ......... ....... 110 MPH (3 SECOND GUST)
<br />2, WIND IMPORTANCE FACTOR . ....... . ..... N/A
<br />3, OCCUPANCY CATEGORY .... .. .... ....... --
<br />4. WIND EXPOSURE CATEGORY - . . . ....... ............ ............. B
<br />EARTHQUAKE DESIGN DATA . . . ......
<br />I
<br />1. SEISMIC IMPORTANCE FACTOR . . ... ............ . I = 1.0 NEC OF EVERGREEN WAY & 50TH ST. CSE.
<br />E ACCELERATIOl' Lj
<br />2� MAPPED SPECTRAL RESPONSE �S S- 1.371 S1 O�521
<br />3. SITE CLASS . ...... . ......... ..................... ................ - D
<br />4. SPECTRAL RESPONSE COEFFICIENTS---- - --- SDS 0.914 SDI:= 0.521
<br />5. SEISMIC DESIGN CATEGORY...... . . ..... .. .... ...... .. . D EVERETT, WA 98203
<br />6. BASIC SEISMIC FORCE SYSTEM ... .... ............. . ... Cantilever Column System
<br />7, DESIGN BASE SHEAR . ........ .... ...... . ............... V = 27,500 LBS
<br />& SEISMIC RESPONSE COEFFICIENT ...... .. ...... .... - Cs: = 0.731 n
<br />9. RESPONSE MODIFICATION FACTOR . .. . .. ......... R:= 1,25 Lei
<br />10, ANALYSIS PROCEDURE......... .. . ........ ... ..... .......... EQUIVALENT LATERAL FORCE SCHEDULE OF REVISIONS
<br /><c
<br />FOUNDA�FION DESIGN DATA REVISION DESCRIPTION SHEETS
<br />NUMBER
<br />1, ALLOWABLE BEARING PRESSURE. .. ........ ... . ....... 2500 psf E ..
<br />2. LATERAL BEARING PRESSURE-- ---- -------- - - 250 psf/ft MADISON SCOPE OF WORK- : A STEEL PRICE FRAME ADDITIONS PER ECCA01071, RECEIVED 9/27/21. A-1 THRU A-3 12
<br />L0 0
<br />1 GEOTECHNICAL REPORT PREPARER ........................... THE RILEY GROUP, INC.
<br />4. GEOTECHNICAL REPORT NUMBER ....... RGI PROJECT NO. 2019-258A (D LL i Do
<br />MADISON TO FURNISH AND INSTALL (1) 43'-0" x 91'-8" (6) COLUMN CANOPY TO INCLUDE: Li
<br />5. GEOTECHNICAL REPORT DATE . . . ... .... ......... JANUARY 7, 2020 =
<br />1. (6) 16" ROUND SHOP PRIMED COLUMNS, COLUMNS TO HAVE ELECTRICAL CONDUIT AS PER KROGER STANDARDS, REF: F-1, CONDUIT TO Go < <
<br />MATEnIAL SPECIFICA�TIONS EXIT COLUMN PER F-1 DIMENSIONS. COLUMNS W/CONDUIT TO HAVE A SEAL OFF FITTING AT APPROXIMATELY 48" ABOVE FINISH GRADE, 1 (_0 n,
<br />1. STRUCTURAL STEEL WIDE FLANGE . .. .. .. ............ ....... ASTM A992 LA
<br />W/ACCESS HOLE AND COVER. ALL COLUMNS TO HAVE 3% RAINWATER LEADERS CONCEALED INSIDE AND EXIT COLUMIN W/4" PVC EXITS L-I
<br />2. STRUCTURAL STEEL PLATES ............. ......... ... ASTM A36 0 00 (D cr--
<br />3. CH A N N F, ILS LESS THAN 6" DEEP . .. ......... .. ...... .. .. . ASTM A36 PER F-1 DIMENSIONS AND CONNECTED TO U.G. STORM SEWER BY G.C, I (D LLj
<br />111 >
<br />ALL OTHER CHANNELS - ---- ...... ..... ...... . ........... ASTM A572, GR. 50 2, SHOP PRIMED OVERHEAD STRUCTURAL STEEL. III Ljd
<br />4.
<br />PANELS WITH 3" INTERLOCKING STANDING SEAMS AT 16" O.C,, PANELS TO BE PRE FINISHED 00 Lid
<br />ANGLES LESS THAN L3x3x1/4 � . ............ . ASTM A36 CEILING TO BE 20 GA. G-90 GALV. STEEL PANEL x
<br />ALL OTHER ANGLES .......... . ..... ..... .. ...... .. ... ....... ASTM A572, GR. 50 WHITE W/EMBOSSED FINISH, 0 11-
<br />5. HOLLOW STRUCTURAL SECTIONS - .. - .................... ASTM A500, GR. B
<br />6. 3" METAL DECK.. . ... ... . ...... .. .. .. ............ ........ ASTM A653, GR. 50 4. CANOPY TO HAVE PERIMETER CUTTER OF G-90 GALV. STEEL, PRE -FINISHED WHITE W/SMOOTH FINISH. CD
<br />7. WELDING ELECTRODE STRENGTH .... ....... E-70XX S. RAINWATER DRAINAGE SYSTEM TO CONSIST OF (6) 3% SCH, 40 PVC RAINWATER LEADERS PIPED INSIDE COLUMNS TO EXIT BELOW SLAB
<br />8. ANCHOR BOLTS ........ ... ........ ..... ... ..... . ... .. .. .. ....... ASTM F1 554, GR, 36 W/ PRE -FINISHED WHITE COVERS W/SMOOTH FINISH AND (6) 2"x 8" OVERFI OW SCUPPERS.
<br />9. STRUCTURAL BOLTS ......... .. ....... .. .. . .. ...... .. .. ....... ASTM A307 GR. B (U.N.0) 6� 3' 6" FASCIA SYSTEM TO BE RED ACM WITH PLATINUM DECAL.
<br />10, STRUCTURAL NUTS� .... . . .... ...... .................. .... ASTM A563A, HEAVY HEX (U.N.0)
<br />11, STRUCTURAL WASHERS . ..... .. ........ ........ .. . .......... ... ASTM F436 (U.N.0) 1 C7.�TWO �(2) STEEL PRICE�SIG�N�RA�ES, N WE�AN�INC�RTH ELEVATIONS.
<br />0
<br /><
<br />12. 28 DAY CONCRETE COMP. STRENGTH ......... ......... 3500 PSI T1 P V
<br />IXTUF
<br />0 _ ST ANDNORTH
<br />ES. WIRING B G C
<br />ST M
<br />(I LS1 LED L I SCV LF_ D 15L-SC-50 LICH 1 0
<br />0
<br />13. CONCRETE REINFORCING STEEL . . .. .. ....... .... - ASTM A706, GR. 60 DEF. BARS 9, (10) PUMP FLAGS. FURNISHED BY MADISON, MOUNTED BY OTHERS,
<br />U,N.O� UNLESS NOTED OTHERWISE (REFER 1-0 DRAWINGS) 10, AT THE END OF EACH WORK DAY, MADISON TO DEPOSIT CONSTRUCTION DEBRIS IN DUMPSTER FURNISHED BY G.C.
<br />a) 11, ANCHOR BOLTS TO BE SHIPPED TO JOB SITE, REF: F-1 FOR ANCHOR BOLTS SIZE,
<br />'T
<br />------ - -- - - LU
<br />NOT ' CC
<br />0 IN MADISONS 0
<br />SCOPE OF WORK:
<br />ABBREVIATIONS U
<br />1 ALL ELECTRICAL WIRING U)
<br />2, ALL FINISH PAINTING =3 .4
<br />A.F.F. ABOVE FINISH FLOOR N.B.M. NOT BY MADISON 3. PERMITS, INSPECHONS, SPECIAL INSPECTIONS 5"
<br />@ AT N.S. NEAR SIDE
<br />BUILDING 'LINE NEO NEOPRENE 4. FOOTINGS {GROUT)
<br />Z
<br />CENTER LINE O/C ON CENTER ISIGNAGE
<br />C/C CENTER TO CENTER 0/0 OUT TO OUT 6. DUMPSTER
<br />CLR. CLEAR PLATE Mo
<br />DIA, DIAMETER SQ. SQUARE
<br />0
<br />EA. EACH T.O.L TOP OF ISLAND cn
<br />ELEV. ELEVATION TYP. TYPICAL 0 t
<br />F.S. FAR SIDE UG. UNDERGROUND
<br />an
<br />FTC, FOOTING V. VENT
<br />G.C. GENERAL CONTRACTOR W.A. WHITE ACRYLIC
<br />GA. GAUGE
<br />GALV, GALVANIZED
<br />HX,HD. HEX HEAD SCREW
<br />GENERAL NOTES
<br />1, STRUCTURAL WELDED JOIN
<br />RESE DRAIIIANGS AND ALL INFORMATION HEREON
<br />T SHALL CONFORM TO THE PROVISIONS OF AWS DI.1-04, STRUCTURAL WELDING
<br />is ARE OF A CONFIDENTIAL NATURE AND REMAIN THE
<br />CODE-STEELL, PUBLISHED BY THE AMERICAN WELDING SOCIETY. PROPERTY OF MADISON INDUSTRIES (MI). ANY USE
<br />OR REPRODUCTION OF THESE URAWIkS FOR ANY
<br />PURPOSE, EXCEPT BY WR17EN PERMISSION OF
<br />2. ANY FIELD WELDING SHALL REQUIRE SPECIAL INSPECTION. WELDER CERTIFICATION SHALL BE AVAILABLE AT MADISON INDUSTRIES IS STRICTLY PROHIBITED.
<br />THE JOBSITE DURING TIMES OF INSPECTION.
<br />31, ALL STRUCTURAL BOLTED CONNECTIONS SHALL BE ASTM GRADE A-31125 AS NOTED ON THE DRAWINGS AND
<br />SHALL BE MADE 'SNUG -TIGHT" ONLY AS DEFINED BY ANSI 'AISC 360-05. SPECIAL INSPECTIONS ARE NOT 0
<br />REQUIRED FOR THESE CONDITIONS. WASHERS ARE NOT REQUIRED UNLESS HOLES ARE OVERSIZED OR SLOTTED.
<br />C-i
<br />T_ROFE�S=NXL ENGINEER
<br />MODEL No.
<br />SCALE
<br />�rRXWRT7DATE
<br />RS 9/29/21
<br />CHECKED _BY -DATE
<br />MID 10/1/21
<br />7�
<br />MI ENGINEER DATE
<br />ML/JFB 7/13/21
<br />CL DR'NG. No.
<br />CS-1
<br />SHEET OF
<br />5
<br />JOB No.
<br />WCAS 8373-1
<br />
|