APPROVED BLD PLN BLD2023-1195+ARCH PLANS+9.25.2023_8.55.48_AM+3801443ALL WORK SUBJECT
TO F EL
INSPECT ON FOR
CODE CO PLIANC
APP OVED
PLANS MUST BE
ON JOB SITE
APPROVED'BY PLANNING
,�2L
0110 2023
City Of Edmonds
Blflilding Department
Work Ff
NDATION & WALL REPAIR
------
Address 8008 TA;LBOT
Owner SAFFOLD
Approved Date 0/09/2023
Building Official
Permit Number LD2023-1195
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PROJECT: DATE:
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McCann Structural Solutions
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�* STRUCTURAL ENGINEERING
MICHAEL P. MCCANN P. & S.E.
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SUBJECT: �c� i�ilG IC�Il BY:
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4621 West View Drive
EVERE7 WA. 98203
OFFICE: (425) 879-7949
Email: msauai'ea`48(ze!vah—. cnm
UBP 604-408-237
SHEET: —"
JOB NO:
HEM -FIR STUDS, %" PLYWOOD, & 8d NAILS'
SW TYPE SW SHEATHING EDGE NAILING
APA RATED
WOOD
BOTTOM PLATE
ATTACHMENT
-FRAMED
FOR HEM -FIR
FRAMING CLIP
TO WALL BELOW
SHEAR
FRAMING W/ 8d
MINIMUM RIM
THICKNESS
WALL SCHEDULE
SHEATHING NAILS
FRAMING AT
PANEL EDGES
BLOCKING AT
PANEL EDGES
(2)
ANCHOR BOLT TO
CONCRETE FOUNDATION
19.101
FOIUNDATION LL It AT
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SHEAR WAIL CAPACITY (PLF}
SEISMIC
WIND
SW-6 ' ' CO-EXI 0.1 1'0 x ..
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0.148 9 a' '
/t
LIPS 0 18'OC
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1 /2'
2x
2x
�'0 ®48'OC
P.T. 2x
242
339
/g "0 ®fi0'OC
P.T. 3x
12 0.131'0 z
" CD-EXT 0 4"OC
'
0.140 4 OC /4
LTP5 ® 12"0C
1'12
2x
3x OR
FLAT 2x
5/g 0 O 32'oc
P.T. 2x
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495
%'o 0 40"OC
P.T. fix,=,.
SW-3 'Z CD-EXT ~� A jJ1"0 x 2}�"
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0.148"o x 31/4'
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LTP5 O 10"OC
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2x
3x OR
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P.T. 2x
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637
�-"'" 0 0 32"OC
P.T. 3x
SW-2 is 0.131 "0 x
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"
0.148"0 x 3/4
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P.T. 2x
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P.T. 3x
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SIDES ® 4'OC
SDS25500 @ 4'OC,_
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:BO1H LTP5 `~
31/2'
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STAGGERED 2x
3x
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P.T. 3x
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® 3'OC
SDS25500 ®3'OC,
STAGGERED
LIPS ®8"OC &
A35 0 8'OC
31/2.
31/2
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3x
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2SW-2 " �2� CD-EXT 0.131"0 x 2}2"
BOTH SIDES ® 2"OC
SOS25500 ® 3"OC,
STAGGERED
LIPS ® 6"OC &
A35 O 6"OC
3x OR
STAGGERED 2x
3x
%"0 O 12"OC
P.T. 3x
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1665
1. WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL. PANEL EDGE JOINTS ON 2x FRAMING SHALL BE
STAGGERED SO THAT JOINTS ON OPPOSITE SIDES ARE NOT
LOCATED ON THE SAME STUDS.
2. BLOCKING IS REQUIRED AT ALL PANEL EDGES.
3. PROVIDE SHEAR WALL SHEATHING AND NAILING FOR ENTIRE LENGTH OF THE WALLS INDICATED ON THE PLANS.
ENDS OF FULL HEIGHT WALLS ARE. DESIGNATED BY WINDOWS,
OR DOORWAYS OR AS DESIGNATED ON PLANS.
HOLDOWN REQUIREMENTS PER PLANS.
4. SHEATHING EDGE NAILING IS REQUIRED AT ALL HOLDOWN POSTS. EDGE NAILING MAY ALSO BE REQUIRED TO
EACH STUD USED IN BUILT-UP HOLDOWN POSTS. ADDITIONAL
DETAILS. INFORMATION PER HOLDOWN SCHEDULE 4C
5. INTERMEDIATE FRAMING 70 BE 2x MINIMUM MEMBERS. ATTACH SHEATHING TO INTERMEDIATE FRAMING WITH
0.13t'6x22* NAILS AT 12"OC WHERE STUDS
ARE SPACED AT t6"OC AND 0.131"ox2 'NAILS AT 6'OC WHERESTUDS ARE SPACED AT 24"OC.
6. "LTP5" SHALL BE ORIENTED LENGTHWISE (HORIZONTAL) AT PLATE TO RIM,
7. BASED ON 0.131"Oxl} ' NAILS USED TO ATTACH FRAMING CLIPS DIRECTLY TO FRAMING. USE 0.131"oxZy"
NAILS WHERE INSTALLED OVER SHEATHING.
B. SIMPSON "A35' MAY BE USED IN LIEU OF "LTP5'.
9. MUDSILL ANCHORS: SIMPSON "MASA" OR 'MASAP" SIANOARD INSTALLATION. REFER TO MANUFACTURER FOR
MORE INFORMATION.
10. ANCHOR BOLTS SHALL BE PROVIDED WITH HOT -DIPPED GALVANIZED STEEL PLATE WASHERS 3"x3"4.229"(MIN).
THE
HOLE IN THE PLATE WASHER MAY BE DIAGONALLY SLOTTED 1 t6'x1-Y4' PROVIDED A STANDARD CUT
WASHER IS PLACED BETWEEN THE PLATE WASHER AND
NUT. PLATE WASHER TO EXTEND TO WITHIN y' OF
THE EDGE OF THE SILL PLATE ON THE SIDE(S) WITH SHEATHING. WHERE SHEAR WALLS ARE SHEATHED ON
BOTH SIDES OF 2x6 WALL FRAMING. USE 4.5"x37.0.229"(MIN)
PLATE WASHERS. EMBED ANCHOR BOLTS 7'
MINIMUM INTO THE CONCRETE. (S/g"Ox8" THEN HO ANCHOR SCREWS MAY BE USE IN
LIEU OF J-BOLTS AT
EXISTING CONCRETE WITH PLATE WASHER & SPACING REQUIREMENTS PER SCHEDULE.)
11. PRESSURE TREATED MATERIAL CAN CAUSE EXCESSIVE
CORROSION IN THE FASTENERS. PROVIDE HOT -DIPPED
GALVANIZED (ELECTRO-PLATING IS NOT ACCEPTABLE) NAILS AND CONNECTOR PLATES (FRAMING ANGLES, LTC.)
FOR ALL CONNECTORS IN CONTACT WITH PRESSURE
TREATED FRAMING MEMBERS. ADDITIONAL INFORMATION
PER STRUCTURAL NOTES.
12. AT ADJOINING PANEL EDGES, (2) 2x STUDS NAILED TOGETHER MAY BE USED IN PLACE OF SINGLE 3x STUD.
DOUBLE 2x STUDS SHALL BE CONNECTED 70GETHER BY
NAILING THE STUDS TOGETHER WITH 3' LONG NAILS
PACING AND DI
OF THE SAME E NAILING.
AMETER
13. WHERE ABUTTING PANELS OS REQUIRE 3x MINIMUM, NAIL STUDS TO 3x BOTTOM/SILL PLATES
WITH (3) 0.148"0x31/4" TOENAILS.
RECEIVED
14. 'SOS25500' IS '/4'0x5" SIMPSON SELF -TAPPING, STRUCTURAL WOOD SCREW WITH A 3/g' HEX HEAD AND
HAVE A MINIMUM 3/4" FROM PLATE
Sep 25 2023
EDGE TO SCREW CENTERLINE AND 2' EMBED INTO RIM.
CITY OF EDMONDS
DEVELOPMENT SERVICES
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DEPARTMENT
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HOLDOWN SCHEDULE W/ WOOD -FRAMED WALLS & 8" MIN STEM WALL (HF-WIND)
HOLDOWN SCHEDULE (HF-WINO)
MARK MODEL # ALLOWABLE UPLIFT MIN END STUD CONCRETE
(LBS) 1 6 STUDS FASTENERS ANCHOR
(1) MID WALL CORNER END WALL (2) (3)
1 LSTHD8
O3 (6) 2675 2320 1915 (2) 2x
(20) 16d SINKERS
N/A
2 0 STHD10 (s) 4195 3500 2585 (2) 2x
3 0 STHD14 (s) 5345 4210 (2) 2x
(28) 16d SINKERS
(30) 16d SINKERS
N/A
N/A
v
4 HDU2 SDS2.5 2215 (2) 2x
(6)%4'Ox2%" SDS
518"o S 16r
5 HDU4-SDS2.5 3285 (2) 2x
(10)%"Ox2%" SDS
518"o SSTB16
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6 HDU5-SDS2.5 4065 (2)2x
(14)%4"Ox2%"SDS
518"o SSTB24
/�i. v s�M> 0�
7 HDU8-SDS2.5 4870 (2) 2x
(20)%"Ox2y2" SDS
718"0 SSTB28
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8 HDU8-SDS2.5 5665 (3) 2x
(20)%"Ox2%" SDS
718"0 SSTB28
11-SDS2.5 6865 (4) 2x OR 6x
:�9THDU11-SDS2.5
(30)%"Ox2%" SDS
1"O ATR W/
EMBED (4)
18045 (5) 2x OR 8x
(30)%"Ox2%" SDS
1"O ATR W/
EMBED (4)
11 HDU14-SDS2.5 10350 (4) 2x OR 6x6
(36)y4"Ox2y2" SDS
1 "O ATR W/
EMBED
12 HHDQ11-SDS2.5 8505 (4) 2x OR 6x
(24))14"Ox2Y2" SDS
1"0 ATR W/
EMBED
13 HHDQ14-SDS2.5 9370 (5) 2x OR 8x
(30)%"Ox2y2" SDS
1"0 ATR W/
EMBED
14 HD12 11055 (3) 2x OR 6x
(4) 1"O BOLTS
1%"0 ATR W/
EMBED
15 HD12 12690 6x6
(4) VO BOLTS
1%"0 ATR W/
EMBED
16 HD19 15270 (5) 2x OR 8x
(5) 1"0 BOLTS
1%"0 ATR W/
EMBED
NOTES:
1. HOLDOWNS SPECIFIED ARE AS MANUFACTURED BY SIMPSON STRONG -TIE CO. INC.;
ACCEPTABLE EQUIVALENT
PRODUCT
SUBSTITUTIONS ARE AVAILABLE FROM OTHER MANUFACTURERS WITH FOR APPROVAL. FOLLOW ALL MANUFACTURER
GUIDELINES NECESSARY TO ACHIEVE FULL ICC DESIGN VALUES.
2. REFERENCE PLANS FOR ADDITIONAL STUD REQUIREMENTS WHERE OCCURS.
3. HOLDOWN SHALL BE INSTALLED TIGHT TO STUDS WITHOUT FILLERS OR DAPPING. DO NOT BEND HOLDOWN ANCHORS.
4. PROVIDE 1/4"x3"SQ PLATE WASHER IN BETWEEN STANDARD DOUBLE NUTS. EMBED LENGTH EQUAL TO TOP
OF CONCRETE
DOWN TO TOP OF PLATE WASHER.
5. [�)" INDICATES ON PLAN HOLDOWN MODEL AND MINIMUM STUD REQUIREMENTS, TYP.
6. CONTRACTOR TO COORDINATE WHERE "RJ" HOLDOWNS ARE REQUIRED,
RECEIVED
Sep 25 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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ALL EXTERIOR RAKE OR GABLE END SHEAR WALL LOCATIONS
BOTTOM CHORD TO DOUBLE TOP PLATE
A35F \
gA35 / A35F PLACEMENT LOCATIONS
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RECEIVED
Sep 25 2023
CITY OF EDMONDS
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McCann Structural Solutions
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— ' ` STRUCTURAL ENGINEERING
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PROJECT.6fti-A&S-DATE:
SUBJECT: ��� er�� iA BY:
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4621 West View Drive
EVERE77, WA. 98203
OFFICE: (425) 879-7949
Email: msyuared481c' whoo.com
UBI.• 604-408-237
3 SHEET:
JOB NO:
STRUCTURAL NOTES
CODE: 2018 International Building Code (IBC)
LIVE LOADS:
Roof 25 psf (snow)
Floor: 40 psf residential
Deck: 60 psf (1.5X Occupancy served)
LATERAL LOADS:
Wind: 85 mph, Exposure "C"
Seismic: Ss = ; S1 =
FOUNDATION:
Soils Report Available: No
Design bearing pressure 1500 psf. Any Foundation elevations shown on the plans and
sections are estimated. All footings shall bear on undisturbed earth or compacted fill and
shall extend to firm bearing when poor bearing is encountered at elevations shown.
Compacted fill shall be well -graded granular fill with not more than 5% passing a #200
sieve. Fill shall be placed in eight -inch maximum loose lifts and compacted to 95%
maximum dry density as determined by the compaction procedure in ASTM D-1557.
CONCRETE:
Unless noted otherwise on the plans, concrete f c shall be 2500 psi at 28 days. Minimum
of 5&1/2 sacks of cement per cubic yard of concrete, and a maximum of 6&3/4 gallons
of water per 94-pound sack of cement. A standard mix design satisfying the above
minimum strength is also acceptable. Provide mix design data to the engineer for review
and approval.
Add plastocrete or pozzolith in accordance with the manufacturer's recommendations to
all concrete except footings. Concrete protection for reinforcing:
Bottom of footings:
3"
Wall exposed to earth:
2"
Wall exposed to weather:
1 & 1 /2"
Wall inside face:
3/4"
Slabs:
3/4"
Beams and columns (to ties):
1 & 1 /2"
All concrete in footings and walls, slabs and beams shall be poured in a monolithic pour
unless shown otherwise or approved by the structural engineer or record prior to pouring
Aluminum conduit and accessories shall not be embedded in any concrete.
REINFORCING STEEL:
Deformed billet steel ASTM A-615, Grade 60, fs = 24,000 psi.unless noted otherwise on
the plans. Lap all splices a minimum of 40 bar diameters. Provide elbow bars at wall
corners and intersections to splice horizontal bars. Provide two #5 bars around all
openings with a minimum dimension of eleven (11) inches or greater in walls and slabs.
Extend the bars 2'-0" beyond openings or as far as possible and hook. Provide one #5 X
4'-0" center diagonal bar at corners. Any welded wire fabric (WWF) shall conform to
ASTM 185. WWF shall be lapped one crosswire plus two inches (i.e., 8" for 6X6 mesh).
Reinforcing placing drawings shall be prepared by a qualified detailer in accordance with
the most current ACI detailing manual. Submit placing plans to the structural engineer of
record prior to fabrication. Any Grade 60 steel requiring bends shall be shop bent only
(preheating is required). Cold field bending is allowed only for Grade 40 rebar.
All ASTM A-615 (Grade 60) rebar shall be welded according to the most current edition
of the American Welding Society (AWS) D12.1-75, "Reinforcing Steel Welding Code".
Specifically, E90 electrodes shall be used, and the base metal shall be preheated to the
temperature specified in the above reference. No weld shall be made within six (6) bar
diameters of any bend. All welders must be WABO certified.
STRUCTURAL LUMBER & TIMBER:
All lumber shall be graded in accordance with current WWPA standard grading rules for
Western lumber. Use the following species and minimum grades unless noted otherwise
on the plans:
Studs and Columns:
DFL Standard
Wall Plates & Screeds
DFL Utility
Joists & Rafters
DFL #2
Header & Flush Beams
DFL #2
4X Beams
DFL #2
6X Beams
DFL # 1
All plywood shall be APA C-D interior grade with exterior glue and a minimum panel ID
index of 42/20 for floors, 32/16 for the roof, and 16/0 for the walls.
ROOF / DECK SHEATHING:
All plywood shall be APA C-D interior grade with exterior glue and a minimum panel
Index of 32/16. Use 7/16" CDX plywood, unblocked, nailed to joists with 1 Od nails at
six (6) inches on center at all supported panel edges (edge nailing), and at twelve (12)
inches on center along intermediate framing members (field nailing).
RECEIVED
Sep 25 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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STRUCTURAL AND MISCELLANEOUS STEEL:
Structural steel, ASTM A-36, Fb = 24,000 psi. maximum. All welds shall be 3/16"
I.
minimum continuous fillet welds using AWS Class E70 electrodes unless otherwise , ^
noted. All welding shall be performed by welders certified by WABO or equal. All 14)
fabrication and erection shall be in accordance with the latest edition of the AISC q a CO _'Izm H o
Specification for the Design, Fabrication, and Erection of Structural Steel for 3 N o x M
Buildings". a
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All steel not embedded in concrete or masonry shall receive one shop coat of an approved
primer paint. All bolts shall be ASTM A-307 unless noted otherwise on the plans. Any
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anchor bolts in pressure treated shall be triple galvanized.
SPECIAL INSPECTION REQUIRED FOR: (as a minimum)
1. Any epoxied connections to existing concrete. w
2. Reinforcing steel for concrete retaining wall, strip, and spread footings prior c a
to closing offorms and pour. �
o
MISCELLANEOUS:
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Contractor shall verify all dimensions and conditions in the field. Verify the size and
location of all openings in the floor, roof and walls with architectural, mechanical and a
electrical drawings. Provide temporary bracing as required until all permanent w v 1
connections and stiffeners have been installed.
FRAMING NOTES
Deck / Roof Framing: (�
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Provide continuous 2x solid blocking for trusses and rafters at the supports and 1 X3 or A U
approved metal cross bridging at 8'-0" maximum spacing. All vertically laminated W 0 w w
beams and headers shall be spiked together with 16d nails at twelve (12) inches on center ° as
unless noted otherwise. Provide cut washers for all bolt heads and nuts bearing on wood. a 50
Bearing Wall Framing:
All exterior wood framed bearing walls are 2X6 at 16" on center. All door and window L P. Afcc
headers not called out on the plans shall be (2) 2X 10 with one cripple and one stud each '
end for openings 4'-0" wide or less, and two cripples and one stud each end for openings
more than 4'-0" wide. All columns not called out on the plans shall be two studs. Spike
laminated columns together with 16d nails at 16" on center. Provide one layer of asphalt
impregnated building paper (40#) at all contact surfaces between any wood and concrete
a 1,
or masonry. No soil to be in contact with. or within six inches of, any wood surfaces. '
RECEIVED
Se 25 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
- DEPARTMENT