APPROVED BLD BLD2020-0995+Arch_Plans+12.7.2020_11.41.44_AMDOUG5 LYNNWOOD MAZDA
DESIGN NOTES
1. ALL CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE WITH
IBC 2015, A5CE7-1 0, OSHA, A15C 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 ") (E5R-2 19G) OR
APPROVED EQUAL.
G. STEEL SHEATHING SHALL BE 2GGA. CORRUGATED GALV. OR
PAINTED STEEL - MAIN RIB HT. 1 1/4" (FY=80K51) OR EQ.
7. ALL STRUCTURAL LIGHT GAUGE TUBING AND CHANNELS SHALL BE
ASTM A572 GRADE 50 GALV. STEEL (FY = 50 KSI, FU = G5 KSI)
8. STRUCTURAL TUBE T52 1 /2"X2 1 /2" - 14GA. IS 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. 1 09" 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.
22130 HWY 99
EDMONDS, WA 9602G
2 0' X 4 0' X 1 0'
DESIGN CRITERIA
PREVAILING CODE:
USE GROUP:
CONSTRUCTION TYPE
RISK CATEGORY:
BUILDING FOOTAGE:
I. DEAD LOAD (D)
2. ROOF LIVE LOAD (Lr)
WSBC (IBC 201 5)
U (CARPORTS, BARNS)
II-B
1
800 SQ.FT
D = 2.0 PSF
Lr = 25 PSF
3. SNOW LOAD (5)
GROUND SNOW LOAD Pg = 25 PSF
FLAT ROOF SNOW LOAD Ff = 25 PSF
SLOPED ROOF SNOW LOAD Ps = 25 PSF
4. WIND LOAD (W)
DESIGN WIND SPEED
EXPOSURE
5. SEISMIC LOAD (E)
Ss/SI
SDs / SD I
DESIGN CATEGORY
SITE CLASS
IMPORTANCE FACTOR
Vult = I 10 MPH
C
1 .2 GG/0.494
0.844/0.49G
D
D
le = 1.00
LOAD COMBINATIONS:
I. D + (Lr OR S)
2. D + (O.GW OR ±0.7E)
3. D + 0.75 (O.GW OR ±0.7E) + 0.75 (Lr OR S)
4. O.GD + (O.GW OR ±0.7E)
SCOPE OF WORK
NO MECHANICAL / ELECTRICAL / PLUMBING /
ARCHITECTURAL WORK IS INTENDED OR IS PART OF
THE SCOPE OF THE DRAWINGS PRESENTED.
DRAWING INDEX
I ........ COVER SHEET
2 ........ ELEVATIONS
3A ...... FOUNDATION PLAN
315 ...... FOUNDATION DETAILS
4 ........ FLOOR PLAN * DETAILS
5 ........ FRAME SECTION � DETAILS
GA ...... SIDE WALL FRAMING
GB ...... SIDE WALL DETAILS
7 ........ END 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 BY THE BUILDING OFFICIAL.
REVISIONS
MARK
COMMENTS
DATE
-
ISSUED FOR PERMIT
AUG 25 2020
It,
FOUNDATION CHANGE
SEP 14 2020
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ANCHORAGE NOTES:
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- MIN. ANCHOR EDGE DISTANCE: 4.00"
- MIN. ANCHOR HOLE DEPTH: 4.50"
- MIN. CONCRETE EMBEDMENT DEPTH: 3.754"
- MIN. EFFECTIVE EMBEDMENT: 3.25"
- MIN. SPACING BETWEEN (2) ANCHORS: 5.00"
2. ANCHORS TO BE SPACED NO MORE THAN G" FROM POSTS.
3. ALL ANCHORS TO BE A307 EQUIVALENT OR BETTER. ANCHORS TO BE INSTALLED
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END WALL POSTS
2
112" SQ. X 14GA TUBE
4" X 2" X 18GA FLAT CLIP. ROOF MEMBER
SECURE TO ROOF
MEMBER AND POST W/(4)
# 12 SDS AS SHOWN
(2) 2" X 2" X 2" X 18GA
CLIP ANGLES. SECURE
TO ROOF MEMBER
END WALL POST AND POST W/ (4) # 12
SDS AS SHOWN
ROOF MEMBER DETAIL�,�
SCALE: 3/4" : 1'
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CORNER 2" X 2" X 2" X 18GA
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# 12 SDS AS SHOWN
SIDE WALL � 1"T'1
r END WALL
BASE RAIL 1 I BASE RAIL
CORNER DETAILO
SCALE: 3/4" : I'
END WALL POST
(2) 2" X 2" X 2" X 18GA -
CLIP ANGLES. SECURE
TO POST AND BASE
RAIL W/ (4) # 12 SDS
AS SHOWN
BASE RAIL
COLUMN -BASE DETAIL
SCALE: 3/4" : I ' `,
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EXPIRES: 11 /9/2022
DATE SIGNED: NOV 18 2020