APPROVED REV1 BLD2021-1562+PLANS+4.4.2022_9.12.52_PM+2780970GENERAL STRUCTURAL NOTES
GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION,
OR OTHER GOVERNING CODE, AS REQUIRED BY LOCAL JURISDICTION.
DESIGN PARAMATERS
WIND:
NOMINAL WIND SPEED — 85 MPH RISK CATEGORY II
ULTIMATE WIND SPEED — 110 MPH IMPORTANCE, 1 = 1.0
WIND EXPOSURE, B K, = 1.38
SEISIMIC:
EQUIVALENT LATERAL FORCE PROCEDURE
IMPORTANCE, le = 1.0
SS = 1.295
SITE CLASS, D
S, = 0.457
SEISMIC DESIGN CAT., D
SDI = 1.04
SEIS. FORCE RES. SYS, A.15.
SD, = NA
DESIGN BASE SHEAR = 2291 Ibs
CS = 0.16
RISK CATEGORY II
R = 6.5
LIVE LOADS:
ROOF 25 (SNOW)
FLOOR 40 PSF
DECKS 60 PSF
INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. VERIFY INSPECTIONS REQUIRED WITH AUTHORITY
HAVING JURISDICTION.
SOILS REPORT NOT PROVIDED.
FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF
EXTERIOR FOOTING SHALL BE V-6" MINIMUM BELOW OUTSIDE FINISHED GRADE.
COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL -GRADED, GRANULAR SOIL, FREE OF ORGANIC
MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8" LOOSE LIFTS AND COMPACTED TO A MINIMUM
OF 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557
TEST PROCEDURES.
CONCRETE f, = 2500 PSI MINIMUM 5'/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF
6.0 GALLONS OF WATER PER 94 LB SACK OF CEMENT. MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS
TO BE PREVENTED.
REINFORCING STEEL #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS, AND #3 AND #4 BARS SHALL
BE GRADE 40, IN ACCORDANCE WITH ASTM A-615. LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC
SHALL CONFORM TO ASTM A-185 AND SHALL BE 6X6 — W1.4 X W1.4. LAP ONE FULL MESH AT SPLICES.
TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS:
BEAMS AND POSTS (4x_ AND GREATER):DF-L#2
JOISTS / STUDS (2x_): HF#2 / STUD
GLUE LAMINATED BEAMS (GLB) 24F-V4 (24F-V8 AT CANTILEVERS)
PARALLAM BEAMS (PSL) 2.0E UNO
2x TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN
LUMBER", LATEST EDITION. ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I. AND THE
IBC. ALL CONNECTIONS PER IBC TABLE 2304.10.1 (SEE BELOW).
NOTE ALL BEAMS/HEADERS TO BE SUPPORTED BY MINIMUM DBL 2x POSTS AT EACH END, UNO
ROOF DIAPHRAGM INSTALL MINIMUM 1/2" CDX PLYWOOD (32/16) OR 7/16" OSB SHEATHING. NAIL ALL
SUPPORTED EDGES AND BOUNDARIES WITH 8d AT 6" O.C, AND INTERIOR SUPPORTS WITH 8d AT 12" O.C.;
BLOCKING NOT REQUIRED.
FLOOR DIAPHRAGM INSTALL MINIMUM 23/32" T&G STURD-I-FLOOR (24oc) SHEATHING. GLUE AND NAIL ALL
SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6" O.C.; AND INTERIOR SUPPORTS WITH 10d AT 12" O.C.,
BLOCKING NOT REQUIRED.
MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE
CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS
AND STIFFENINGS HAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE -FABRICATED ELEMENTS TO BE
HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
MINIMUM FASTENING SCHEDULE (UNO) (PER 2018 IBC TABLE 2304.10.1
SHEARWALL SCHEDULE Date: 10/27/2021
Job #: 1450
SHEATHING - APPLY TO
SHEATHING EDGE NAILS *(5)
ROOF TO TOP PLATE
MARK
BASE PLATE
SILL PLATE ANCHORS w/
*(2)
2x HF STUDS @ 16"o/c
ALL EDGES BLOCKED
NAILS *(5)
FLOOR TO TOP PLATE
3" x 3" x 1/4" WASHERS *(8)
U.N.O. BELOW *(9)
(do not penetrate past flush)
& SILL PLATE *(6)
SW-1
7/16" OSB
8d @ 6" o/c (12" o/c field)
16d @ 12 " o/c
5/8"OxIO" AB's @ 60 " o/c
or A35 24 " o/c
SW-2
7/16" OSB *(7)
8d @ 3" o/c (12" o/c field)
16d @ 6 " o/c
A35 @ 20 " o/c
5/8" OxIo" AB's @ 48 " o/c
HOLDOWN SCHEDULE Date: l0/27/2021
Job #: 1450
HOLDOWN /
FASTENERS TO
FOUNDATION
MARK
STRAP *(1)
(2)-STUDS MIN U.N.O.
ANCHOR *(1)(4)
COMMENTS
T-1
STHD10/10RJ
(28) - 16d
N/A
SHEAR WALL AND HOLDOWN NOTES
(1) HOLDOWNS TO BE SIMPSON OR EQUIVALENT WHERE EQUIVALENT IS PERMITTED.
LOCATE HOLDOWNS AT ENDS OF SHEARWALLS, UNO. INSTALL PER
MANUFACTURER RECOMMENDATIONS FOR FOUNDATION MINIMUM END DISTANCE
AND EMBEDMENT. EXTEND, THICKEN, DEEPEN, ETC. FOUNDATION TO MEET THE
MANUFACTURER'S SPECIFICATIONS.
(2) CONSTRUCT CRIPPLE WALLS AND PONY WALLS TO MATCH SPECIFICATIONS OF
THE SHEAR WALL ABOVE. CONSTRUCT GABLE END WALLS TO MATCH
SPECIFICATIONS OF THE SHEAR WALL BELOW. CONSTRUCT CLERESTORY WALLS
PER SW-1, UNO. ALL EXTERIOR WALLS TO BE CONSTRUCTED PER SW-1, UNO.
(3) 3X OR DBL 2X SILL PLATE REQUIRED.
(4) USE THREADED ROD AND COUPLER AS REQUIRED.
(5) COMMON NAILS, UNO: 8d = 0.131" x 21/2"
10d = 0.148" x 3"
12d = 0.148" x 31/2"
16d = 0.148" x 3'/4"
(6) INSTALL H1 CLIPS AT EACH TRUSS/RAFTER END. INSTALL A35 @ 24" OC AT EACH
GABLE END AND RIM JOIST (OR SOLID BLOCKING) TO TOP PLATE AND MUDSILL
CONNECTION, UNO. WHERE SPACING TIGHTER THAN 24" OC IS SPECIFIED,
INSTALL A35 CLIPS FROM SOLID BLOCKING TO DBL TOP PLATE, AND INSTALL H1 OR
H2.5 CLIPS TO EACH TRUSS/RAFTER END. LTP4, LTP5 or LS50 CAN BE
SUBSTITUTED FOR A35 CLIPS PER SIMPSON.
(7) MINIMUM 3X OR DBL 2X STUDS REQUIRED AT ABUTTING PANEL EDGES. DBL
STUDS TO BE LAMINATED W/ (2) 16d @ 6" OC.
(8) ANCHOR BOLTS SHALL BE EMBEDDED 7" MINIMUM INTO CONCRETE. MIN (2) BOLTS
PER PIECE WITH ONE BOLT LOCATED NOT MORE THAN 2" OR LESS THAN (7) BOLT
DIAMETERS FROM EACH END OF THE PIECE. MUD SILL TO BE 2X MINIMUM AND
PRESSURE -TREATED.
(9) ALL SHEATHING TO BE APA RATED. SEE GENERAL STRUCTURAL NOTES.
NO. CONNECTION
NAILING, LOCATION (UNO)
1
BLOCKING BETWEEN JOIST/RAFTER OR TRUSSES TO TOP PLATE OR OTHER FRAMING ABOVE
(3) 8d, TOENAIL EACH END
2
BLOCKING BETWEEN JOIST/RAFTER OR TRUSSES NOT AT THE WALL TOP PLATE, TO RAFTER OR TRUSS
FLAT BLOCKING TO TRUSS AND WEB FILLER
JOISTS TO TOP PLATE OR GIRDER
(2) 8d, TOENAIL EACH END
16d FACE NAIL
(3) 8d, TOENAIL
(3) 16d
(3) 10d
(3) 10d, TOENAIL
(2) 16d, END NAIL
16d @ 24" O.C., FACE NAIL
(4) 8d, TOENAIL
3
4
5
CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER PARTITIONS (NO THRUST)
6
COLLAR TIE TO JOIST/RAFTER
7
ROOF TRUSS TO TOP PLATE
ROOF JOIST/RAFTER TO RIDGE VALLEY OR HIP RAFTERS; OR ROOF RAFTER TO 2" RIDGE BEAM
STUD TO STUD (NOT AT SHEAR WALLS)
CONTINUOUS HEADER TO STUD
TOP PLATE TO TOP PLATE, AT END JOINTS
8
9
10
11
(8) 16d, EACH SIDE OF END JOINT, FACE NAIL (MINIMUM 24" LAP SPLICE LENGTH EACH SIDE OF END JOINT)
12
SILL PLATE TO JOIST, RIM JOIST OR BLOCKING (NOT AT BRACED WALL PANELS)
16d @ 16" O.C., FACE NAIL
13
SILL PLATE TO JOIST, RIM JOIST OR BLOCKING AT BRACED WALL PANELS
(3) 16d @ 16" O.C., FACE NAIL
14
STUD TO SILL PLATE
(4) 8d, TOENAIL OR (2) 16d, END NAIL*
15
TOP PLATE TO STUD
(2) 16d, END NAIL
(2) 16d, FACE NAIL
(2) 8d, FACE NAIL
16
TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS
17
1" BRACE TO EACH STUD AND PLATE
18
1" x 6" SHEATHING OR LESS TO EACH BEARING
(2) 8d, FACE NAIL
19
1" x 8" AND WIDER SHEATHING TO EACH BEARING
(3) 8d, FACE NAIL
20
JOIST TO SILL, TOP PLATE OR GIRDER
(3) 8d, TOENAIL
21
RIM JOIST, OR BLOCKING TO TOP PLATE, SILL OR OTHER FRAMING BELOW
8d @ 6" O.C., TOENAIL
22
1" x 6" SUBFLOOR OR LESS TO EACH JOIST
(2) 8d, FACE NAIL
23
2" SUBFLOOR TO JOIST OR GIRDER
(2) 16d, BLIND AND FACE NAIL
24
2" PLANKS (PLANK & BEAM - FLOOR & ROOF)
(2) 16d, EACH BEARING, FACE NAIL
25
BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS
20d @ 32" O.C., FACE NAIL AT TOP AND BOTTOM STAGGERED ON OPPOSITE SIDES AND (2) 20d AT ENDS OF EACH SPLICE
26
LEDGER STRIP SUPPORTING JOISTS OR RAFTERS
(3) 16d, EACH JOIST OR RAFTER, FACE NAIL
27
28
JOIST TO RIM JOIST
BRIDGING OR BLOCKING TO JOIST
(3) 16d, END NAIL
(2) 8d, EACH END, TOENAIL
CONCRETE COVER FOR REINFORCING STEEL
L
L
a
MIN.
ROOF SHEATHING PER GENERAL
STRUCTURAL NOTES
kTED ROOF TRUSSES
4ANUFACTURER
VENTED BLOCKING PER PLAN
WITH EDGE NAILING PER
STRUCTURAL NOTES
SHEAR WALL PER PLAN
1 TYPICAL SHEAR FLOW
S1 ROOF TO SW NTS
EXTERIOR SLAB OR
FINISHED GRADE PER PLAN
SHEAR WALL ABOVE W/
ANCHORS PER SW SCHED
4" FLOOR SLAB W/ #3 @ 12"
OC EW OR 6x6 W1.4xW1.4
WWF - INSULATION BY
OTHERS
6" STEM WALL W/
(1) #4H TOP
#4H@16"OC
#4V @ 18" OC W/ ALT
STD HOOKS
12"x8" CONCRETE FOOTING
W/ (2) #4 CONTINOUS
4" MIN FOOTING DRAIN IN
GRAVEL POCKET
BEARING SOIL
3 TYPICAL FOUNDATION GARAGE
S1 42" OR LOWER NTS
Reinforcing Bar Location
Min Concrete Cover
UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH
3"
FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS AND LARGER)
2"
FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS AND SMALLER)
1 1/2"
COLUMNS AND BEAMS w/ BARS ENCLOSED IN STIRRUPS, TIES OR SPIRAL REINF
1 1/2"
(TO PRIMARY REINF)
SLABS, JOISTS AND INTERIOR FACES OF WALLS (#6 BARS AND LARGER)
db + 5/8"
SLABS, JOISTS AND INTERIOR FACES OF WALLS (#5 BARS AND SMALLER)
3/4"
2-HOUR AND 3-HOUR SLABS
(REFER TO PLAN
NOTES)
CLEAR SPACING BETWEEN PARALLEL BARS IN A LAYER (BARS ENCLOSED IN
STIRRUPS/TIES)
1"
CLEAR SPACING BETWEEN PARALLEL BARS IN A LAYER (NO STIRRUPS/TIES)
2db
CLEAR SPACING BETWEEN (2) OR MORE PARALLEL LAYERS
1"
NOTES:
1, WHERE A THICKNESS OF COVER REQUIRED FOR FIRE PROTECTION IS GREATER THAN THAT SPECIFIED
IN THIS TABLE, THE GREATER THICKNESS SHALL BE USED.
5 MINIMUM STEEL REQUIREMENTS
S 1 NTS
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
E r i &
BUILDING OFFICIAL
Apr 05 2022
APPROVED DATE
CONC WALL & REINF
PER PLAN
GABLE END TRUSS AND
BRACE PER MANUF'R W/
7/16" OSB PER SW-1, LINO
TOP CONNECTION PER
SW SCHEDULE
SHEAR WALL PER PLAN
2 TYPICAL SHEAR FLOW
S1 GABLE TO SW NTS
INUOUS LONGITUDINAL
ORCEMENT PER PLAN
OOKS INTO
SECTING FTG
ER BAR AROUND
DE CORNERS 18
18"
HORIZONTAL BARS PER PLAN
VERTICAL BARS PER PLAN
STD HOOKS INTO
INTERSECTING WALL
;ALTERNATE DIRECTIONS)
CORNER BAR AROUND ALL 18,
OUTSIDE CORNERS 18"
4 TYPICAL CORNER BARS
S 1 NTS
1/8"x1-1/2" PRE -MOLDED
CONT. MASTIC JOINT STRIP
(JOINT MAY BE SAW -CUT AT
CONTRACTOR'S OPTION)
2
SAWCUT 1/3 SLAB DEP
TYP FOOTING REINF PER PLAN
ADD (1) #5 DIAG Ia
N WALL 2
z o
ADD BARS TO MATCH
TYP FOOTING REINF, III
LAP BARS AS REQ'D PER / a
LAP SPLICE LENGTH TABLE
FACE OF STEPS SHALL BE CAST
AGAINST UNDISTURBED EARTH.
IF EXCAVATION RAVELS,
BACKFILL WITH CONCRETE
WHEN FOOTING IS CAST.
2 x H MIN, TYP tf BOT OF EXCAVATION
TYP
NOTES:
1. FOR EXCAVATION INFORMATION, SEE TYPICAL FOOTING EXCAVATION DETAIL.
i; TYPICAL STEPPED FOOTING
S 1 NTS
III
Control Joint
SLAB ON GRADE
PER PLAN
BURKE "KEYKOLD" JOINT, STOP
REINF 1" CLEAR OF JOINT EA.
SIDE, 1/8" RADIUS ON EDGES SLAB ON GRADE
WHERE SLAB IS EXPOSED / PER PLAN
111 I ICI I ICI I ICI I I ...IIII LLAP
2' 0"
Construction Joint
NOTES:
1. SAWED JOINTS SHALL BE MADE AS SOON AS THE JOINT CAN BE CUT WITHOUT EDGES RAVELING
AND WITHIN 24 HOURS OF SLAB PLACEMENT.
2. SAWED JOINTS SHALL BE FITTED WITH SEALENT AS COORDINATED WITH THE ARCHITECT.
7 TYPICAL SLAB JOINTS
S 1 NTS
FOUNDATION @ POTENTIAL
S1 GARAGE OPENING NTS
4" MIN CONC SLAB
W/ #3 @ 12" OC EW
-OR-
6x6 - 1.4Wx1.4W WWF
4" WASHED
PEA GRAVEL
(4) #5 BARS CONT
FIRM BEARING SOIL
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UPSTATE JOB# DRAWN BY: CHECKED BY:
1450 JBG AMG
REVISION DATE: DESCRIPTION:
10/27/2021 SAVE DATE
APPROVALS
REVISION
Apr 05 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2021-1562
S1
*USE (4) 16d END NAIL STUDS TO TOP AND SILL PLATES AT 2x10 STUDS
NORTH
SOUTH
ALLOWABLE RIDGE HT = 104.8'
-------------------------------------------------------------------------------------------
------ - - - - --
ACT RIDGE HT = 104.2"
14`-4"
--------------------------------------------------------------------------------------------
AVG GRADE = 89.8"
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-----------TOP OF
CONCTRETE
WEST
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
Eri,G CuwM•t-
BUILDING OFFICIAL
Apr 05 2022
APPROVED DATE
UPSTATE JOB# DRAWN BY: CHECKED BY:
1450 JBG AMG
REVISION DATE: DESCRIPTION:
10/27/2021 SAVE DATE
1 02/14/2022 1 FLIP DOOR I
APPROVALS
REVISION
Apr 05 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2021-1562
S2
8
S1
FOUNDATION
4
- 2'-6"
FOUNDATION NOTES
- LUMBER IN CONTACT WITH CONCRETE
OR EXPOSED TO WEATHER TO BE
PRESSURE -TREATED
- HARDWARE AND FASTENERS IN
CONTACT WITH CONCRETE, IN USE WITH
PRESSURE -TREATED LUMBER, AND/OR
EXPOSED TO WEATHER SHALL BE
HOT -DIPPED GALVANIZED OR OTHER
APPROVED MATERIAL
- SEE TYPICAL FOUNDATION DETAILS ON
SHEET S2
- ADDITIONAL DIMENSIONS TO BE
DETERMINED FROM ARCHITECTURAL
PLANS
- EMBEDDED HOLD DOWNS TO BE
INSTALLED PER MANUFACTURERS
SPECIFICATIONS
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T-1
T-
24'-0"
O
O LOWER FLOOR
4
ROOF FRAMING NOTES
& BEAM NUMBERS (SEE CALCULATIONS)
- ALL BEAMS/HEADERS TO BE 4X8 DF#2
MINIMUM, UNO
- PREFABRICATED TRUSS DESIGN TO BE
PROVIDED BY MANUFACTURER. ANY
CHANGES RESULTING FROM TRUSS DESIGN
TO BE PROVIDED TO UPSTATE ENGINEERING,
INC BEFORE PROCEEDING.
- ALL BEAMS/HEADERS TO BE SUPPORTED
WITH DBL 2X POST EA END, UNO
- ALL POSTS TO BE SUPPORTED WITH LIKE
POSTS TO FOUNDATION, UNO
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
Eri.G GAY
LATERAL NOTES
10100215
- CONSTRUCTION OF EACH DIAPHRAGM TO
BE PER THE STRUCTURAL NOTES ON SHEET
Si
- ALL SHEAR WALL CONNECTIONS TO BE PER
THE SHEAR WALL SCHEDULE
- SEE ADDITIONAL SHEAR WALL NOTES ON
SHEET S1
- PLEASE NOTIFY UPSTATE ENGINEERING OF
ANY STRUCTURAL PLAN REVISIONS,
INCLUDING WINDOW /DOOR LOCATIONS,
PRIOR TO INSPECTION
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UPSTATE JOB# DRAWN BY: CHECKED BY:
1450 JBG AMG
REVISION DATE: DESCRIPTION:
10/27/2021 SAVE DATE
1 02/14/2022 1 FLIP DOOR I
APPROVALS
REVISION
Apr 05 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2021-1562
BUILDING OFFICIAL
Apr 05 2022
APPROVED DATE
S3