REVIEWED RESUB 1-BLD2024-0288+Structural_Analysis_or_Calculations+6.17.2024_2.26.08_PM+4327466----------------------------------------------
The following documentation shall be available on
site for the building inspector:
■
- Fj COE APPROVED ARCHITECTURAL PLAN SET
COE APPROVED STRUCTURAL PLAN SET
' COE REVIEWED CALCULATION PACKET
-R ENERGY CREDIT WORKSHEET
■
SITE PLAN
' CIVIL PLAN
.F]
■
. ❑■
■ CITY OF EDMONDS BUII
i
a
APPROVED BY CITY OF
EDMONDS BUILDING
PARTIAL ROOF
SCALE: 1 /4" = 1'-0
DIVISION
Jul 24 2024
FRAMING PLAN
3R'_1»
NOTES
CONTRACTOR TO NOTIFY STRUCTURAL
ENGINEER IF ROOF STRUCTURAL MEMBERS
ARE DIFFERENT THAN FRAMING PLAN SHOWS.
DESIGN LOADS
ALL MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL
CONFORM TO THE DRAWINGS AND THE INTERNATIONAL BUILDING
CODE (IBC), 2021 EDITION WITH CITY OF EDMONDS AMENDMENTS.
STANDARDS WHERE REFERENCED ON THE DRAWINGS SHALL BE
THE LATEST EDITION.
ROOF LIVE LOAD
EQUIPMENT WEIGHTS:
TYPE 1 HOOD
EXHAUST FAN
MAKE-UP AIR
= 25 psf (SNOW)
= 651 LBS
= 99 LBS
= 245 LBS
WIND LOAD: (PER ASCE 7-16, SECTION 29.5.1)
BASIC WIND SPEED (V3s = 98 mph),
IMPORTANCE FACOR (6) = 1.0
F = qz GC, Af
SEISMIC LOAD: (PER ASCE 7-16, SECTION 13.3)
Ss = 1.280g, S, = 0.449g, Sos = 1.024g, Ss, = N/A
FP =0.4aP Sos WP (1+2 Z/h)/(RP /IP )
IMPORTANCE FACTOR (IE) = 1.0,
SITE CLASS "D", aP = 2.5, R = 6.0
SEISMIC DESIGN CATEGORY = "D"
REFERENCE DRAWINGS
MECHANICAL DRAWINGS:
CONSTRUCTION NOTES:
GREAT SUN CORP.
NEW
10'-0" TYPE
1 KITCHEN HOOD
NEW
EXHAUST FAN
UNIT ON ROOF.
NEW MAKE-UP AIR UNIT ON ROOF.
GENERAL NOTE
U
z
�
Cl)U
n,
1. ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND
m
~
ORDINm ANCES AS ADOPTED AND AMENDED BY THE LOCAL CITY
0
z
O
z
0
OR COUNTY JURISDICTION.
>
U
2. VERIFY ALL CONDITIONS, DIMENSIONS AND ROUGH OPENINGSW
elf
BEFORE PROCEEDING. NOTIFY THE ARCHITECT OF ANY
Q
�
elf
DISCREPANCIES FOUND WITH THE INFORMATION GIVEN ON THE
o
DRAWINGS. DO NOT SCALE DRAWINGS.Uj
U
W
�
co
3. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF
CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY
w
N
INDICATED BUT ARE SIMILAR IN CHARACTER TO DETAILS SHOWN,
Z
o
SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT
TO REVIEW AND APPROVAL BY THE ARCHITECT OR STRUCTURAL
w
ENGINEER.
0
12�
o
4. ALL EXTERIOR OPENINGS AROUND DOORS AND WINDOWS,
o
BETWEEN WALLS AND FOUNDATIONS, WALLS AND ROOFS AND
00
0
OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, SHALL BEot
W
SEALED, CAULKED, GASKETTED OR WEATHERSTRIPPED TO LIMIT
o
AIR/WATER LEAKAGE.
N
5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE
m
v
N
w
cn
o
STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL
o
r
6,
CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH
Q
THE PLANS.
a
�,
6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY
W
aki
Z
°°
co
PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR
<
PROCEDURES REQUIRED TO PERFORM HIS WORK. THE
4�
N
STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY
X
w
AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE
(n
�
m
C)
SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY
>
o
J
HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE
CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO
INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH
OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR
JNG U cy
OTHER ENTITIES OR PERSONS AT THE PROJECT SITE.
C-)
�-�
o
DRAWING NOTE:
1. ALL EXISTING CONDITIONS AND EQUIPMENT ARE NOT
FSSG/STE�NG���
ANAL
SHOWN. CAREFUL COORDINATION WITH EXISTING STRUCTURE
AND EQUIPMENT IS REQUIRED.
6/14/2024
2. NOTIFY ARCHITECT, MECHANICAL ENGINEER AND/OR
STRUCTURAL ENGINEER FOR ALTERNATE LOCATION OF
ROOFTOP EQUIPMENT.
3. ROOF FLASHING DESIGN BY OTHERS. CONTACT ORIGINAL Q
ROOFING CONTRACTOR FOR ROOFING WARRANTY. O
4. REFER TO MECHANICAL INSTALLATION DRAWING PREPARED
BY UNIVERSAL APPLIANCES. xj
0
�W
0
Q
a
v 1
a
RESUB C7
Jun 17 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT SHEET TITLE
DRAWING LIST
S-1 STRUCTURAL NOTE & ROOF FRAMING PLAN
S-2 STRUCTURAL SECTIONS AND DETAILS
BLD2024-0288
CD
CV
Q CD
CO
O U)
C) 2:ED O
0
CD ul
CD
STRUCTURAL NOTES
& ROOF FRAMING
PLAN
SHEET NUMBER
smi
PROJECT # 2425
z
U O
u) ~
U
elf
0}0 Z (J)
O Z
0
O
O U
H
U
Q p LU
EXHAUST FAN & CURB elf
o
BY MECH. INSTALLER.
w
OVER FRAMED EXISTING W U)
ROOF PARAPET
W N
MAKE—UP AIR UNIT MAKE—UP AIR UNIT z o
BY MECH. INSTALLER. Q
n. BY MECH. INSTALLER.
0 W O
0 0
EXHAUST FAN &CURB pp U
o
00
® BY MECH. INSTALLER.
qt
1-5 8" CHANNEL STRUT & 1-5/8" CHANNEL STRUT ADD 2x BLOCKING
/ UNDER NEW DECK �, N
3/8"0 ALL —TREADED ROD oo W/ 3/8 LAG SCREWS OPENING.
MOUNT HANGER (TYP) co L
w ��1
I I a V
EXISTING 4x6 T&G-------- a ZV N
— — — — — — — o
co
DECKING + + I a M
Q
co
co
L — — — — — — — — — — — I v M Y
—� r-----� r-- ---- �-----� w
w
EXISTING 2x8 ROOF EXISTING 2x8 ROOF m
JOISTS @ 24" O.C. JOISTS @ 24" O.C. d
NEW MECH. DUCT 3 8' ALL —TREADED ROD
EXISTING GLULAM BEAM NEW MECH. DUCT NEW MECH. DUCT /
PER MECH. DWG. PER MECH. DWG. MOU T HANGER (TYP)
JNG U. Cy
C of VWsy��O
z
10—FT LONG TYPE 1 10'-0"
Lij
HOOD PER PLAN & HOOD PER MECH. DWG.316
MECH. DRAWING. �SSG/STE�NG���
0
ANAL
0
M AN
o NEW NON—COMBUSTIBLE 6/14/2024
STUD WALL W/ (3) #12
SCREWS @ EACH STUDS
w
U
00Q
EXISTING WOOD 2 SECTION Q
STUDS WALL
S-2 SCALE: 3/4" = 1'-0"
0
W O
4tCD
CV
Q CO
CD
O�j C3�
SECTION z w
1 Q ,�/ O 0
S-2 SCALE: 3/4" = 1'-0" MUST BE ABOVE THE NEUTRAL w C) z
w 0
AXIS OF WOOD BEAM AND A a W c o
MINIMUM OF (4 X 'D') FROM � � CD "'
BOLT DIAMETER
BOTTOM OF BEAM.
B3060
SIDE BEAM
KEEP EDGE DISTANCE CLOSE TO THE REQUIRED FLAT WASHER OR ANGLE CLIP 0
MINIMUM SO THAT THE LOAD IS SPREAD EVENLY B200 SERIES = w RESU
THROUGHOUT THE BUILT-UP SECTION B22 CHANNEL SQUARE WASHER FLAT WASHER
TWO-PLY JOIST FASTEN TOGEFHER STRUT & HEX NUT HEX NUTS Jun 17 202
WITH (*SDW22300,SDW22338) FOR 6" MIN. END DISTANCE
UNIFORM LOAD WITH A STAGGERED 24" SPACING = DEVEILOPMFENT SERv C S
PATTERN AS SHOWN ON DETAIL FLAT WASHER ALL THREADED = DEPARTMENT
HEX NUTS ROD (ATR) Load
SHEET TITLE
LOAD J o o ALL THREADED
w W LLJ ROD (ATR) Load
2
C/) N
Z STRUCTURAL
_,
o
SECTIONS
EQ. EQ. SPACE EVENLY & DETAILS
A TWO—PLY CONNECTION B TWO ROWS — STAGGERRED
S-2 SCALE: N.T.S. S-2 SCALE: N.T.S.SHEET NUMBER
c DETAIL D D ETAI L
S-2 SCALE: N.T.S. S-2 SCALE: N.T.S. Sm2
PROJECT # 2425
ATR
Rod
Bolt
Diameter
'D'
Allowable Load
for Beam Thickness
1 1/2" (38mm)
Minimum
3 1/2" (89mm)
Minimum
Lbs.
KN
Lbs.
KN
3
8"-16
3
8"-16
200
.89
250
1.11
1/2
"-13
1/2
"-13
300
1.33
460
2.04
5
8"-11
5
8"-11
360
1.60
700
3.11
3/4"—
10
3/4"—
10
420
1.87
870
3.87
AT
Rod
Bolt
Diameter
'D'
Allowable Load
for Beam Thickness
1 1/2" (38mm)
Minimum
3 1/2" (89mm)
Minimum
Lbs.
KN
Lbs.
KN
3
8"-16
3
8"-16
200
.89
250
1.11
1/2"—
13
1/2"—
13
300
1.33
460
2.04
5
8"-11
5
8"-11
360
1.60
700
3.11
3/4"—
10
3/4"—
10
420
1.87
870
3.87