APPROVED BLD BLD2021-0592+Structural_Plan+4.26.2021_12.49.33_PM+2164091GENERAL 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 PARAMATE
WIND:
NOMINAL WIND SPEED — 85 MPH RISK CATEGORY II
ULTIMATE WIND SPEED — 110 MPH IMPORTANCE, 1 = 1.0
WIND EXPOSURE, B KIT = 1.00
SEISIMIC:
EQUIVALENT LATERAL FORCE PROCEDURE
IMPORTANCE, le = 1.0 SS = 1.281
SITE CLASS, D S, = 0.449
SEISMIC DESIGN CAT., D SDI = 1.03
SEIS. FORCE RES. SYS, A.15. So, = NA
DESIGN BASE SHEAR = 12597 Ibs Cs = 0.13
RISK CATEGORY II R = 6.5
LIVE LOADS:
ROOF 25 PSF (SNOW)
FLOOR 40 PSF
DECKS 60 PSF
INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS
REQUIRED BY LOCAL JURISDICTION.
SOILS REPORT NOT PROVIDED.
FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2500 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 51/2 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 2304.9.1.
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 ITEMS TO BE
HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
BOUNDARY NAILING
PER PLAN
RF SHEATHING
PER PLAN
MANUFACTURED TRUSS
PER PLAN
16d PER SW SCHED
BASE PLATE NAILING
SHEAR WALL
PER PLAN
A35 PER SW SCHED
TOP PLATE CONN
16d PER SW SCHED
BASE PLATE NAILING
2x AS REQ'D
(2X12 MAX)
TYPICAL SHEAR FLOW
S1 TRUSS PARALLEL TO SW NTS
SHEARWALL SCHEDULE Date: 4/24/2021
Job #: 1359
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"Ox10" AB's @ 60 " o/c
or A35 24 " o/c
SW-2
7/16" OSB
8d @ 4" o/c (12" o/c field)
16d @ 6 " o/c
A35 @ 20 " o/c
5/8"Ox10" AB's @ 48 " o/c
SW-3
7/16" OSB *(7)
8d @ 3" o/c (12" o/c field)
16d @ 4 " o/c
A35 @ 15 " o/c
5/8"OXIO" AB's @ 36 " o/c
F_ ANCHOR BOLTS SHALL BE RETROFIT AS REQUIRED WITH 5/8" EXPANSION ANCHORS EMBEDDED 2.5" MIN THE SPACING SHOWN ABOVE
HOLDOWN SCHEDULE
Date: 4/23/2021
Job #: 1359
HOLDOWN /
FASTENERS TO
FOUNDATION
MARK
STRAP *(1)
(2)-STUDS MIN U.N.O.
ANCHOR *(1)(4)
COMMENTS
(10) - SDS 0.25x2.5
5/8" THRD ROD W/
T-1
HDU4-SDS2.5
MIN. 4.5" EMBEDMENT
WOOD SCREWS
SET-XP EPDXY
(10) - SDS 0.25x2.5
5/8" THRD ROD W/
T-2
HDU4-SDS2.5
MIN. 7" EMBEDMENT
WOOD SCREWS
SET-XP EPDXY
NOTE T-1 AND T-2 DIFFER ONLY BY THE REQUIRED DEPTH OF EMBEDMENT
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 31/4'
(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.
SHEAR WALL PER PLAN
TIGHT -FIT SOLID BLOCKING
BOUNDARY NAILING PER STRUCTURAL NOTES
ROOF SHEATHING PER
STRUCTURAL NOTES
ROOF FRAMING PER PLAN
2X LEDGER (OR RF TRUSS)
W/ (2) 16d TO EA STUD
TRUSSES OR RAFTERS PARALLEL TO WALL
SHEAR WALL PER PLAN
TIGHT -FIT SOLID BLOCKING
BOUNDARY NAILING PER
STRUCTURAL NOTES
ROOF SHEATHING PER
STRUCTURAL NOTES
SHEAR WALL PER PLAN
TIGHT -FIT SOLID BLOCKING
BOUNDARY NAILING PER
STRUCTURAL NOTES
ROOF SHEATHING PER
STRUCTURAL NOTES
TRUSS (MONO) PER PLAN
It
2X CONT SOLID BLOCKING
ROOF FRAMING PER PLAN W/ (2) 16d TO EA STUD
2X LEDGER W/
(2) 16d TO EA STUD
RAFTERS PERPENDICULAR TO WALL TRUSSES PERPENDICULAR TO WALL
4 TYPICAL SHEAR FLOW
S1 SW TO SW THRU LO RF NTS
__AR WALL ABOVE
Z PLAN
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AR WALL BELOW
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ROOF SHEATHING PER GENERAL
STRUCTURAL NOTES
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AANUFACTURER
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WITH EDGE NAILING PER
STRUCTURAL NOTES
SHEAR WALL PER PLAN
TYPICAL SHEAR FLOW
S1 ROOF TO SW NTS
GABLE END TRUSS AND
SHEAR WALL ABOVE
PER PLAN
EDGE NAILING FROM
SHEETS ABOVE AND
BELOW
BASEPLATE NAILING TO
RIM PER SW SCHED AND
(2) 16d @ EA JOIST
V/, LVL BLOCKING TO
MATCH JOIST DEPTH W/
EDGE NAILING PER STRUCT
NOTES EVERY 48" OC
13/, LVL RIM JOIST TO
MATCH JOIST DEPTH
FLOOR JOISTS PER PLAN
A35 PER SW SCHED
EDGE NAILING FROM
SHEETS ABOVE AND
BELOW AND AT EA PLT
SHEAR WALL BELOW
PER PLAN
5 TYPICAL SHEAR FLOW 6 TYPICAL SHEAR FLOW RECEIVE
S1 SW TO SW — JOIST PERP NTS S1 SW TO SW — JOIST PARA NTS Apr 30 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
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RIM JOIST CONI`
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FOUNE
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CONNECTION
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ANCHOR BOLTS PER
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A35 PER SW SCHED
8" STEM WALL W/
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#4H@10"OC
#4V @ 16" OC W/ ALT
STD HOOKS
16"x8" CONCRETE
FOOTING W/ (2) #4
CONTINOUS
4" MIN FOOTING DRAIN
IN GRAVEL POCKET
BEARING SOIL
TYP. NEW FOUNDATION
$2 NTS
RQGF PLATE NAILING PER
R WALL SCHED
FLOOR SHEATHING PER
GENERAL NOTES
_OOR FRAMING
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SW SCHED
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TYP SHEAR FLOW
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EXISTING FOUNDATION
NEW FOUNDATION
#4 x 16" DOWEL - 6" TO
EXISTING W/ SET EPDXY -
12" EMBEDDED TO NEW -
LOCATE TO MATCH NEW
STEEL PER DETAIL 5/S1
BEARING SOIL
NEW/EXIST FOUNDATION
$2 CONNECTION NTS
SW ABOVE PER PLAN
EDGE NAILING PER SW-1
BASEPLATE NAILING PER
SW-1
RIM JOIST PER PLAN
ROOF FRAMING PER PLAN
FLOOR FRAMING PER PLAN
TIGHT -FIT SOLID BLOCKING
ABOVE 1 st FLR SW
SHEAR WALL PER
PLAN
TYPICAL SHEAR FLOW
S2 SW TO SW- JOIST PERP NTS
FLOOR FRAMING
PER PLAN
SW ABOVE W/ BASEPLATE
NAILING PER SCHEDULE
TIGHT -FIT SOLID BLK'G
ABOVE PONY WALL
A35 PER SW SCHED
SHEAR WALL TO MATCH
SW ABOVE W/ PT MUD SILL
ANCHOR BOLTS
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