APPROVED BLD REV1 BLD2022-0403+Structural_Plan+6.27.2022_1.17.44_PM+2956291(E) FOOTING
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STRUCTURAL NOTES
DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2018 INTERNATIONAL BUILDING CODE (IBC).
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CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO THE START OF
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CONSTRUCTION.
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CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURAL COMPONENTS OF THE
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HATCHED AREA INDICATES
NEW AND EXISTING STRUCTURE UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN
I RM R ARCH
ACCORDANCE WITH THE PLANS.
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AT EXDISTNG GOARAGE
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CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS,
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TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK.
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DESIGN LOADS
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FLOOR LL 40 PSF
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FLOOR DL 15 PSF
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3/s1 I
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2x8 @ 16"oc I I
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NOTES:
1. SEE ARCH FOR DIMENSIONS.
CARPENTRY
POST - 6X, 8X DOUG-FIR #1, Fb = 1200 PSI
FRAMING - 2X, 4X HEM -FIR #2, Fb = 850 PSI
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2. SEE ARCH FOR EXTENT OF REMODEL WORK;
GLU-LAM 24F-V4
CONTRACTOR TO VERIFY (E) STRUCTURE IS AS SHOWN.
1 3/S1
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6/S1
LSL Fb = 2325 PSI, E = 1.55E6
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TYP I I I I
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FRAMING HARDWARE DESIGNATIONS ARE SIMPSON STRONG -TIE. USE FULL AMOUNT OF FASTENERS
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SPECIFIED BY MFR. HARDWARE IN CONTACT WITH PRESERVATIVE TREATED WOOD SHALL BE Z-MAX
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�(E)
OR HOT -DIPPED GALVANIZED.
FOOTING
FRAMING NAILING SHALL CONFORM TO TABLE 2304.10.1 2018
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(E) CONCRETE
OF THE IBC LINO.
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SLAB -ON -GRADE tADE I I I I I
(N) PONYWALL, TYP. I I
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HEADERS SHALL BEAR ON 2 2X TRIM STUDS.
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5 LOCATIONS TOTAL
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(E) CONCRETE SLAB -ON -GRADE,
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CONTRACTOR TO VERIFY SLAB IS
MIN. 6" THICK & IS REINFORCED
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(E) FOOTING
PARTIAL FOUNDATION PLAN
Y2"=1'-0"
5
STRUCTURAL GENERAL NOTES
2
REVISED PLAN APPROVED
(N) EDGE NAILING
CITY OF EDMONDS BUILDING DIVISION
(N) 2x CONT LEDGER
D TO SNAILS STUDS
W. � p�Q�
E EXTERIOR WALL
() W/ MINATTACHE (3) Od
BUILDING OFFICIAL
(N) %" PLYWOOD
Jul 06 2022
(N) EDGE NAILING
(N) 2x BLKG
APPROVED DATE
;
(N) 34" PLYWOOD
(N) SIMP LUS HANGER
-
The following documentation shall be available on
OR EQUIV.
■
site for the building inspector:
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EXTERIOR GRADE
(N) JOIST PER PLAN
■
I II II I II I II I II I II I II i (N) PONYWALL PER PLAN,
APPROVED
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❑ COE APPROVED ARCHITECTURAL PLAN SET
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PT 2x4 STUDS ® 16" oc W/
(E) CONCRETE STEMWALL PT DOUBLE TOP PLATES
PLANS MUST BE
-
■
❑ COE APPROVED STRUCTURAL PLAN SET
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(N) JOIST PER PLAN
N PONYWALL PER PLAN
()
(E) CONCRETE SLAB -ON -GRADE,
ON JOB SITE
-
❑ COE REVIEWED CALCULATION PACKET
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(N) PT 2x4 BOT PL WITH
2x4 STUDS @ 16" oc W/
DOUBLE TOP PLATES
(N) PT 2x4 BOT PL WITH CONTRACTOR TO VERIFY SLAB IS
Y"O EXPANSION ANCHORS MIN. 6" THICK & IS REINFORCED
■
❑ ENERGY CREDIT WORKSHEET
Y"0 EXPANSION ANCHORS
(E) CONCRETE SLAB -ON -GRADE
@ 48" oc (4" EMBED MIN)
❑ SITE PLAN
48" oc (4" EMBED MIN)
CONTRACTOR TO VERIFY SLAB IS
MIN. 6" THICK & IS REINFORCED
ALL WORK SUBJECT
■
❑ CIVIL PLAN
III—III=1 1-1 1=
=Ii1=lil=lil=1�
TO FIELD
■.
® APPROVED EXISITNG STRUCTURAL PLANS
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(E) FOOTING
INSPECTION FOR
■
CODE COMPLIANCE
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III=III=1 � 1=1
-III1III-III1
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CITY OF EDMONDS BUILDING DEPARTMENT 2021
III=1 I I=1 I I=1 I I=.
=1 I-1 1=1 I-1 i'
12
9
PONYWALL
DETAIL
AT
PLATFORM
1"=1'-0"
6
RAISED
PLATFORM
DETAIL
1"=1'-0"
3
/AM\/\/\
ENGINEERING
5053 Mithun PI NE
Seattle WA 98105
Phone: 206.501.5149
Email: asrade@amengineenng.works
STAMP
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�1111111111REVISIO
NO. DATE
6/27/22
22-125
DATE
JOB #
AM
AM
DESIGN
CHECKED
AM AS NOTED
DRAWN SCALE
� JURISDICTION STAMP �
BLD2022-0403
REVISION
Jun 27 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
�1111111111SHEET TIT
PLANS,
DETAILS &
NOTES
SHEET NO.
S1