REVIEWED BLDFIR2021-0024+Canopy Plans+3.9.2021_3.47.42_PM+2083990..,.,.,.,.,.,.,.,...............................
REVIEWED
BY
CITY OF EDMONDS
BUILDING DEPARTMENT
DICK,..,'5 DRIVE-IN QUEUING 5TRUC
DE51GN NOTES
1. ALL CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE WITH
IBC 20 15, A5CE7-10, OSHA, AISC 3GO, A151 100,
AWS D 1.3 CODES AND ALL APPLICABLE LOCAL REQUIREMENTS.
2. BASE CONNECTIONS SHALL BE PROVIDED AS SHOWN ON
FOUNDATION DETAILS SHEET.
3. ALL MATERIALS IDENTIFIED BY MANUFACTURER NAME MAY BE
SUBSTITUTED WITH MATERIAL EQUAL OR EXCEEDING ORIGINAL.
4. ALL SHOP CONNECTIONS SHALL BE WELDED CONNECTIONS. NO
FIELD WELDING IS REQUIRED.
5. ALL FIELD CONNECTIONS SHALL BE # 12 (1 /4"X I ") (ESK-2 1 9G) OR
APPROVED EQUAL.
G. STEEL SHEATHING SHALL BE 29GA. CORRUGATED GALV. OR
PAINTED STEEL - MAIN RIB HT. 3/4" (FY=80KS1) OR EQ.
7. ALL STRUCTURAL LIGHT GAUGE TUBING AND CHANNELS SHALL BE
GRADE 50 GALV. STEEL (FY = 50 KSI, FU = G5 KSI) PER
RELEVANT ASTM.
8. STRUCTURAL TUBE T52 1/2"X2 1/2" - 14GA. 15 EQUIVALENT TO
T52 1/4"X2 1/4" - 1 2GA AND EITHER ONE MAY BE USED IN LIEU
OF THE OTHER.
9. 1 2GA IS DEFINED AS 0. 109" THICKNESS. 14GA IS DEFINED AS
0.083" THICKNESS. 2GGA IS DEFINED AS 0.01 9" THICKNESS.
29GA IS DEFINED AS 0.01 5" THICKNESS.
10. GYPSUM BOARD OR DRYWALL FINISH OR ANY BRITTLE BASE
MATERIAL IS NOT CONSIDERED OR ACCOUNTED FOR ON THE
DESIGN CRITERIA OF THIS STRUCTURE, U.N.O.
12'X 25'X 8'
DESIGN CRITERIA
PREVAILING CODE:
USE GROUP:
CONSTRUCTION TYPE:
RISK CATEGORY:
BUILDING FOOTAGE:
City Of Edmonds
Building Department
Work TEMPORARY CANOPIES
Address; ____________________ 21910 HWY99---==_
- -------------------
Owner ; DICK'S DRIVE IN
r
Approved Date _____________________.
Building Official
_ F I R2021-0024
Permit Number
5COFE OF WORK
W515C (IBC 201 5) NO MECHANICAL/ ELECTRICAL/ PLUMBING /
U (CARPORTS, BARNS) ARCHITECTURAL WORK IS INTENDED OR IS PART OF
II - B THE SCOPE OF THE DRAWINGS PRESENTED.
1
300 5Q.FT DRAWING INDEX
1. DEAD LOAD (D) D = 2.0 PSF
2. ROOF LIVE LOAD (Lr) Lr = 25 PSF
3. SNOW LOAD (5)
GROUND SNOW LOAD
Pcg =
20 PSF
IMPORTANCE FACTOR
15 = 0.80
THERMAL FACTOR
Ct =
1.2
EXPOSURE FACTOR
Cc =
1.0
ROOF SLOPE FACTOR
C5 =
1.0
FLAT ROOF SNOW LOAD
Pf =
14 PSF
SLOPED ROOF SNOW LOAD
P5 =
14 PSF
MINIMUM SNOW LOAD
Pm =
I G PSF
4. WIND LOAD (W)
DESIGN WIND SPEED Vult = I 10 MPH
EXPOSURE C
5. SEISMIC LOAD (E)
55 / S 1 1 .377/0.47 1
5D5 / SD 1 0.9 1 8/0.48
DESIGN CATEGORY D
SITE CLASS D
IMPORTANCE FACTOR le = 1.00
LOAD COMBINATIONS:
I. D + (Lr OR S)
2. D + (O. GW OR ±0.7E)
3. D + 0.75 (0. GW OR ±0.7E) + 0.75 (Lr OR S)
4. O.GD + (O.GW OR ±0.7E)
I ........ COVER SHEET
2 ........ ELEVATIONS
3A ...... FOUNDATION PLAN
315 ...... FOUNDATION DETAILS
4 ........ FLOOR PLAN * DETAILS
5 ........ FRAME SECTION * DETAILS
G ........ SIDE WALL FRAMING * DETAILS
SPECIAL INSPECTIONS
NO SPECIAL INSPECTIONS ARE REQUIRED FOR THIS
STRUCTURE, AS IT MEETS THE EXCEPTIONS OF SECTION
1 704 PER WSBC (IBC 2015), UNLESS EXPLICITLY
REQUIRED BYTHE BUILDING OFFICIAL.
REV1510N5
MARK
COMMENTS
DATE
-
ISSUED FOR PERMIT
OCT I G 2020
ID
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DICK'S DRIVE-IN QUEUING 24220 PACIFIC 11WY S_
STRUCTURE KENT, WA 98032
ITIEL'S CARPORTS & SHEET TITLE:
METAL BUILDINGS LLC E LE VAT I O N S
1775 M. Hood #120 DRAWING NO.: MBD71D5 1 CA3A PROJECT NO.: 3 1 9-20-2574
Woodburn, OR 97071
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CHECKED BY:
DATE: 10/ 1 G12020
SHEET NO.: 3A OF G
BASE RAIL
2 1/2" 5Q. X 14GA TUBE
COLUMN POST
2 1 /2" SQ. X 14GA TUBE
ASPHALT ANCHORS
ANCHOR W
TIE DOWN ASPHALT ANCHOR #593G7
ANCHOR'S'
1/2"0 X 30" THRD. ROD EMBED. IN EARTH
ANCHORAGE NOTES:
I . ASPHALT ANCHORS SHALL BE LOCATED AT ALL 4 CORNERS, ON EACH SIDE OF
OVERHEAD DOOR OPENINGS AND ON ALTERNATE INTERIOR COLUMN POSTS AND
END WALLS POSTS.
2. ALL POSTS WITH NO ANCHORS ADJACENT SHALL BE ANCHORED TO THE GROUND
WITH A 1/2" O X 30" LG. ROD. RODS WILL HAVE A
WELDED NUT AT THE TOP AND ONE COAT OF RUST PROOF PRIMER.
L•��7:L�
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1 /2" O X 30" ANCHOR ROD
COLUMN POST OR
END WALL POST
G" X 3" X 1 /8"
ANGLE BRACKET ATTACHED
WITH 1 /2" O THROUGH
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OWNER:
LOCATION:
24220 PACIFIC hWY S.
DICK'S DRIVE-IN QUEUING
KENT, WA 98032
,MEOWITIBL'S
STRUCTURE
SHEET TITLE:
METAL BUILDINGS LLC
FLOOR
PLAN * ANCHOR5
1775 M. Hood #120
Woodburn, OR 97071
DRAWING NO.:
MBD7D5 1 CA3A
PROJECT NO.: 3 1 9-20-2574
Phone: 503-984-2415
DRAWN BY:
J.M
CHECKED BY:
DATE:
1 0/ 1 G12020
SHEET NO.: 4 OF G
ROOF SHEATHING - SEE
SCHEDULE FOR
FASTENER
REQUIREMENTS
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G" LG. CONNECTOR
SLEEVE - FIELD BOLT
E.S. W/ (4) # 12 X I "
SELF DRILLING
SCREWS AS SHOWN
3
12 PURLINS
M A 2„
KNEE BRACE - ATTACH
W/ (4) # 12 X I " TEKS
SCREW E.S. (8 TOTAL)
COLUMN POST
FRAM E_DETAI L IO
SCALE:3/4' I
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AT EACH SLEEVE
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BASE RAIL
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PEAK BRACE
2 1 /2" X 14GA CHANNEL
KNEE BRACE
2 1 /2" X 14GA CHANNEL
CONNECTOR SLEEVE
2 1 /4" SQ. X 1 2GA TUBE
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FASTENERSHEATHING SCHEDULE
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