APPROVED RESUB 2-BLD2023-0446+Structural Plans+6.5.2023_9.18.43_AM+35867640
N
EQ.
2
2
M1
Me]
a Us
EQ.
FRONT VIEW @ 48" x 108" x 24" ENTRANCE CANOPY �1
SCALE: N.T.S. '
3
2
SECTION VIEW @ 48" x 108" x 24" ENTRANCE CANOPY Q
SCALE: N.T.S.
PROJECT: DRAWN BY:
LOUIS J. CORTINA, P.E. 8425 244th St SW, Edmonds, WA 98026 DJB
DRAWING TITLE:
299 N. WEISGARBER RD. PHONE 865.584.0999
SUITE #: 101 SIGN-ENGINEER.COM AR BY'S
KNOXVILLE, TN 37919
Building Department
Work REPLACE SIGNAGE AND CANOPIES
Address
8425 244TH ST SW
Owner
ARBY'S
---------------------
Approved Date
------------------------------------
----------------------
06/0712023
Building Official
Er%& Ca-rf-&r
Permit Number
BLD2023-0446
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED
PLANS MUST BE
ON JOB SITE
6"
3/4" 4 1 /2"
PLATE
6"x6"x3B"
3/8 PLATE
7/16" 0 HOLE
O FOR 3/8" 0
THRU BOLT
(2 PLCS)
WALL MOUNTING PLATE (A36 STEEL
SCALE: N.T.S.
CHECKED BY: I COMM. NO.
TSM 230537.053
1/8"
NOTES
1.) SEE MANUFACTURERS DRAWINGS FOR
ADDITIONAL DETAILS AND DIMENSIONS.
2.) SIGN CABINET AND CONNECTION
BY DESIGN TEAM.
* CLIENT - DESIGN TEAM
* 2018 IBC
* RISK CATEGORY II
* 110 MPH WIND SPEED, EXP. C
BLD2023-0446
OBTAIN ELECTRICAL
PERMIT FROM
STATE LABOR &
INDUSTRIES
DATE:
05/26/23
DRAWING NO.
DWG.
1
REV #
DATE
DRAWN BY
O O /011
RESUB
Jun 05 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
1" 0 HOLE
0
CV
EQ.
2
f,
61-011
2'-9" C / C
EQ.
FRONT VIEW @ 48" x 72" x 24" DRIVE-THRU CANOPY 1
SCALE: N.T.S.
NOTES
1.) SEE MANUFACTURERS DRAWINGS FOR
ADDITIONAL DETAILS AND DIMENSIONS.
2.) SIGN CABINET AND CONNECTION
BY DESIGN TEAM.
* CLIENT - DESIGN TEAM
* 2018 IBC
* RISK CATEGORY II
* 110 MPH WIND SPEED, EXP. C
RESUB
6" 3 3/8" Jun 05 2023
3/4" 4 1/2"
NS
PLATE 2 DEVELOPMENT ITY OF DSOERDV CES
6"x6"X3/8" DEPARTMENT
T6,
I I 3/8" PLATE
7/16" 0 HOLE
O FOR 3/8" 0
THRU BOLT
(2 PLCS)
1 /8"
WALL MOUNTING PLATE (A36 STEEL) (2 REQ'D)
SCALE: N.T.S.
SECTION VIEW @ 48" x 72" x 24" DRIVE-THRU CANOPY �7l
SCALE: N.T.S.
PROJECT: DRAWN BY: CHECKED BY: COMM. NO. DATE: DRAWING NO.
LOUIS J. CORTINA, P.E. 8425 244th St SW, Edmonds, WA 98026 DJB TSM 230537.053 05/26/23 DWG.
DRAWING TITLE: REV # DATE DRAWN BY
299 N. WEISGARBER RD. PHONE 865.584.0999
SUITE #:101 SIGN-ENGINEER.COM ARBY'S G
KNOWLLE, TN 37919
1" 0 HOLE
228
31
1/2" 0 PIPE SPACER
3/8" 0 x THRU BOLT
W/ 1 5/8" x 1 5/8"
UNISTRUT BLOCKING
DOUBLE NUT OR
CRIMP THREAD ENDS
1/2" 0 PIPE SPACER
3/8" 0 x THRU BOLT
W/ 1 5/8" x 1 5/8"
UNISTRUT BLOCKING
DOUBLE NUT OR
CRIMP THREAD ENDS
THRU BOLT ATTACHMENT DETAIL �1
SCALE: N.T.S.
THRU BOLT ATTACHMENT DETAIL
SCALE: N.T.S.
�—
INTO ALUM. FRAME
LAG BOLT ATTACHMENT DETAIL
SCALE: N.T.S.
PROJECT:
LOUIS J. CORTINA, P.E. 8425 244th St SW, Edmonds, WA 98026
DRAWING TITLE:
299 N. VVEISGARBER RD. PHONE 865.584.0999
SUITE #:101 SIGN-ENGINEER.COM ARBY'S
KNOWLLE, TN 37919
EXISTING WALL
2x WOOD
BLOCKING
(BY INSTALLER)
K
FRAME CONNECTION %n1
SCALE: N.T.S.
DRAWN BY: I CHECKED BY: COMM. NO.
DJB TSM 230537.053
DATE:
05/26/23
REV # DATE I DRAWN BY
NOTES
1.) SEE MANUFACTURERS DRAWINGS FOR
ADDITIONAL DETAILS AND DIMENSIONS.
2.) SIGN CABINET AND CONNECTION
BY DESIGN TEAM.
* CLIENT - DESIGN TEAM
* 2018 IBC
* RISK CATEGORY II
* 110 MPH WIND SPEED, EXP. C
'URNBUCKLE
DOUBLE NUT OR
CRUMP THREADS (TYP)
3/8" 0 THRU BOLTS
DRAWING NO.
DWG.
3
RESUB
Jun 05 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
28
2,15 1
M
9 1/2"
3
3
6-7 3/16"
CANOPY AND SPRING
CONNECTION DESIGNED BY
DESIGN TEAM
HSS 6"x6"x1 /4"
DRIVE THRU
—III • a. a —I I I � -- -
- ` . a I ; —III=III1 I I—III1 I I� I
IIIIIIII IIIII
IIII I e � • I II �
_ (4) #5 VERTICALS W/
#3 TIES @ 12" O.C.
W/ (6) #3 TIES @ 4"
IIII ."4 II O.C. @ TOP
—III �` • —III
IIII I ° � • . - I I —I
I� I iIIII 11— I II �
2'-0" 0
z
o=
� z
w
0
* CLIENT - DESIGN TEAM
* 2018 IBC
* RISK CATEGORY II
* 110 MPH WIND SPEED, EXP. C
* (1) POLE, (1) FOOTING
NOTES
1.) SEE MANUFACTURERS DRAWINGS FOR
ADDITIONAL DETAILS AND DIMENSIONS.
2.) SIGN CABINET AND CONNECTION
BY DESIGN TEAM.
BASE PLATE 3
SCALE: N.T.S.
1 " 0 F1554
GRADE 36 A.B.
28" EMBEDMENT
(4 PLCS.)
0
J a a a
.a .Q °
00 w
N m °
w a
(D
cv d 8.
a
BASE PLATE
17" 0 X 3/4"
3" 0 ELECTRICAL
HOLE
HSS 6"x6"x1/4"
1 1 /8" 0 X 41 /4" LONG
HOLE FOR 1" 0 F1554
GRADE 36 A.B. 28"
MIN. EMBED.
(4 PLCS.)
2x2x5/16 PLATE WASHER
(TYP TOP & BOTTOM)
DOUBLE NUT &
WASHER (TYP)
— HIGH STRENGTH
NON -SHRINK GROUT
LEVELING
NUT
ANCHOR BOLT DETAIL �n1
FRONT ELEVATION W/ CAISSON FOUNDATION 1 SIDE ELEVATION W/ CAISSON FOUNDATION 2 SCALE: N.T.S.
SCALE: N.T.S. SCALE: N.T.S. 4
LOU IS J. CORTI NA P.E. PROJECT: DRAWN BY: CHECKED BY: COMM. NO. DATE: DRAWING NO.
8425 244th St SW, Edmonds, WA 98026 DJB TSM 230537.053 05/26/23 DWG.
DRAWING TITLE: REV # DATE DRAWN BY
299 N. WEISGAREER RD. PHONE 865.584.0999
SUITE #: 101 SIGN-ENGINEER.COM AR BY'S
KNOXVILLE, TN 37919
RESUB
Jun 05 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
9228
31
DESIGN SPECIFICATIONS:
REFER TO SIGN COMPANY'S DRAWINGS FOR MORE DETAILS,
ALL DESIGNS, DETAILING FABRICATION AND CONSTRUCTION SHALL
CONFORM TO:
2018 IBC
ACI
AISC
AMERICAN WELDING SOCIETY
LOCAL BUILDING CODES & ORDINANCES
CONCRETE: 2500 PSI @ 28 DAYS
STD. STEEL PIPE SECTION: ASTM A53 GRADE B (Fy=35 KSI), U.N.O.
STEEL PIPE SECTION (> 20" 0): ASTM A252 GRADE 3 (Fy=42 KSI MIN.) U.N.O.
HSS ROUND SECTION: ASTM A500 GRADE B (Fy=42 KSI) U.N.O.
HSS SQUARE/RECTANGULAR SECTION: ASTM A500 GRADE B (Fy=46 KSI)
ANCHOR BOLTS: ASTM F1554 GRADE 36 U.N.O. (ALTERNATES GRADE 55 & 105)
CONNECTION BOLTS: ASTM A325
THREADED RODS: ASTM A193 GRADE 67
STEEL ANGLES, CHANNELS, STRUCTURAL SHAPES & PLATES ASTM A36
REINFORCING: GRADE 60 ASTM A615
PROVIDE A MINIMUM OF THREE INCHES OF CONCRETE COVER OVER
EMBEDDED STEEL.
THE CONTRACTOR (INSTALLER) IS RESPONSIBLE FOR THE MEANS &
METHODS OF CONSTRUCTION IN REGARDS TO JOBSITE SAFETY.
NO FIELD HEATING FOR BENDING OR CUTTING OF STEEL SHALL BE
ALLOWED WITHOUT THE ENGINEER'S APPROVAL.
WELDING ELECTRODES: E70XX
ALLOWABLE SOIL BEARING PRESSURE ASSUMED: 1500 PSF
ASSUMED HORIZONTAL (PASSIVE PRESSURE) ASSUMED AT 100 PSF/Ff OF DEPTH.
ISOLATED LATERAL BEARING FOUNDATIONS FOR SIGNS NOT ADVERSELY AFFECTED
A 1/2" MOTION AT THE GROUND SURFACE DUE TO SHORT TERM LATERAL LOADS
SHALL BE PERMITTED TO BE DESIGNED USING TWO TIMES THE TABULATED CODE
VALUES.
ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL AND/OR
ENGINEERED EARTH.
FILL COMPACTED TO 98% OF ITS MAXIMUM DRY DENSITY AS PER ASTM D 698-70
(STANDARD PROCTOR) UNLESS NOTED OTHERWISE. THE SOIL BEARING
CAPACITY IS TO BE VERIFIED BY A GEOTECHNICAL ENGINEER PRIOR TO
CONSTRUCTION. IF ALLOWABLE BEARING AND/OR LATERAL PRESSURE IS LESS
THAN THE ABOVE ASSUMED AND/OR CALCULATED PRESSURES, THE ENGINEER
SHOULD BE CONTACTED FOR RE-EVALUATION.
EXCAVATION SHALL BE FREE OF LOOSE SOIL BEFORE POURING CONCRETE.
WELDERS SHALL BE CERTIFIED FOR THE TYPE OF WELDING.
ADEQUATELY BRACE POLE(S) UNTIL CONCRETE HAS SET UP FOR 14 DAYS.
GROUT UNDER BASE PLATES WITH NON -SHRINK GROUT.
THIS ENGINEER DOES NOT WARRANT THE ACCURACY OF DIMENSIONS
FURNISHED BY OTHERS.
ALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL PAINT TO INHIBIT
CORROSION.
THIS DESIGN IS FOR THE INDICATED ADDRESS ONLY, AND SHOULD NOT BE USED
AT OTHER LOCATIONS WITHOUT WRITTEN PERMISSION OF THE ENGINEER.
DESIGN OF DETAILS AND STRUCTURAL MEMBERS NOT SHOWN, BY OTHERS.
PROJECT:
LOUIS J. CORTINA, P.E. 8425 244th St SW, Edmonds, WA 98026
DRAWING TITLE:
299 N. VVEISGARBER RD. PHONE 865.584.0999
SUITE #: 101 SIGN-ENGINEER.COM AR BY'S
KNOXVILLE, TN 37919
DRAWN BY: I CHECKED BY: I COMM. NO.
DJB I TSM 1 230537.053
NOTES
1.) SEE MANUFACTURERS DRAWINGS FOR
ADDITIONAL DETAILS AND DIMENSIONS.
2.) SIGN CABINET AND CONNECTION
BY DESIGN TEAM.
* CLIENT - DESIGN TEAM
* 2018 IBC
* RISK CATEGORY II
* 110 MPH WIND SPEED, EXP. C
* (1) POLE, (1) FOOTING
DATE: DRAWING NO.
05/26/23 DWG.
REV # I DATE I DRAWN BY
7J
RESUB
Jun 05 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
28
9