APPROVED BLD BLD2020-0549+Architectural_Plan+5.29.2020_10.37.05_AM STAMPEDAN T- N0 PIT"
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Of Edmonds
Building Department
Work
Addition - ESLHA
Address
15516 72ND AVE W
Owner
YONG/ NAMKUNG
Approved Date
12/27/2020
Building Official
W. X VfAALIL
Permit Number
BLD2020-0549
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CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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Section;R105.2 Work exempt from a permit. ECDC
:19.00.025(E)(1) exemptions (a), (b), (d), (e), (f), (g), 0), (k), (m),
;and (p) and ECDC 19.00.025E(4) exemptions (a), (c), (h) and (i) RESUB
;shall not apply in any area designated as an earth subsidence Oct 05 2020
and landslide hazard area as defined in ECDC 19.10.020(F). CILOPMETSERVI
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THE COMPLETE LINE
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Designer's responsibility terminates upon issuance of building permit or commencement of construction and is limited to drafting and/or redrafting of working drawings
in regards to errors and/or omissions. Content of working drawings are to be verified prior to construction by contractor. Written dimensions have precedence over scaled.
Copyright reserved. Ownership of these drawings belongs to the Designer. Purchaser has license to use these drawings for personal use for up to five years from purchase'
date. Red ink wet stamp by Designer is required for submittal.
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in regards to errors and/or omissions. Content of working drawings are to be verified prior to construction by contractor. Written dimensions have precedence over scaled.
Copyright reserved. Ownership of these drawings belongs to the Designer. Purchaser has license to use these drawings for personal use for up to five years from purchase®
date. Red ink wet stamp by Designer is required for submittal.
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CONTRACTOR TO VERIFY ALL SITE SNOW LOAD: 25 LBS/SF
CONDITIONS AND DIMENSIONS PRIOR TO Y 0 0 0
COMMENCING THE WORK. WIND SPEED: 110 MPH C R
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WIND EXPOSURE: C a°`, ��°
COMPLY WITH THE FOLLOWING CODES:
.2015 INTERNATIONAL RESIDENTIAL CODE a g
2015 WASHINGTON STATE ENERGY CODE SEISMIC: Ss = I -SO a
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CONCRETE:
..THESE ARE "PERMIT -ONLY" DRAWINGS.
1. Fc = 2,500 PSI C?a 28 DAY
CIVIL ENGINEERING DONE BY OTHERS, 2. S fz SACK MIX
LANDSCAPE DESIGN DONE BY OTHERS. 3. REINFORCING TO BE ASTM 615 kr
PLUMBING DESIGN DONE BY OTHERS. 4. GRADE 40 REINFORCING
HVAC DESIGN DONE BY OTHERS. _W.............. _..
STRUCTURAL STEEL: A992 GRADE 50 I
ELECTRICAL DESIGN DONE 8Y OTHERS. V4
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INTERIOR FINISHES, CABINET, AND WELDING: E70xx (70ksi)
HARDWARE DESIGNS DONE BY OTHERS.
FRAMING:
1. LUMBER PER WWPA STANDARDS
2. LIGHT FRAMING AND STUDS TO BE
HF-STUD GRADE
3. JOISTS & RAFTERS- HF2 U.N.O.
4. 4x AND LARGER- DF2 U,N.O.
5. GLU-LAM BEAMS- 24F-V41.8E
6. LVL-1.8E
• �'. LSL- 1.5E
S.IiEAIZ WA:L SCHEDULE 8. PSL-2.0E
SW -A 7/16 inch oriented strand board (O.S.B.) with 8d galy ALL STRUCTURAL PLYWOOD& ORIENTED
box nails at 6 inches on center at all . panel edges and STRAND BOARD SHEATING TO BE STAMPED . ,
12 inches, on center field. "EXPOSURE 1" OR "EXTERIOR".
SW-B Same as :except 4 inches on center at edges.
SW -A
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SW-C Same as SW -A ex e t 3 inches on center at edges, oA44
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SW-D Same as SW -A except 2 inches on center at edges, and
3x stu at adjoining panel edges and stagger nails. Oct 05 2020
CITY OF EDMONDS
SW-E 7/16 inch O.J.B. both sides with 8d glav box nails at DEVELOPMENT SERVICES
DEPARTMENT
4 inches on center at all panel edges and 12 inches on
center field. Offset panel joints or S x stud with
nails staggered.LU
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Same as except 3 inches on center at edges. "' U_ I;
SW-G 5/8 inch CDX plywood both sides with 10d gal.v box nail � ��1`�� 77-0
at 3 inches on center at 611 panel edges -and 12 inches i
on center field. Offset panel joints or U stud
with nails staggered. Use- 3x bottom plate.
SW-H 1/2 inch gypsum wall board both sides, unblocked, and
5d cooler' nails at 4 inches on center. o�
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