APPROVED ENG PLN_BLD RESUB 1-Architectural_Plan+5.25.2021_2.49.14_PM+2216282(SEQUENCE OF SHEETS
SHEET #
DESCRIPTION
SHEET #
DESCRIPTION
A-000
COVER
S-100
FOUNDATION PLAN
A-001
EROSION CONTROL DETAILS
S-101
FIRST FLOOR FRAMING PLAN
A-100
FIRST FLOOR PLAN
S-102
ROOF FRAMING PLAN
A-200
BUILDING ELEVATIONS
S-300
BUILDING SECTIONS
A-300
BUILDING SECTIONS
S-301
BUILDING SECTIONS
S-001
STRUCTURAL GENERAL NOTES
E-100
ELECTRICAL PLAN
S-002
STRUCTURAL GENERAL NOTES
F-100
FRAMING ELEVATIONS
S-003
STRUCTURAL GENERAL NOTES
SITE PLAN NOTES:
ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2015
SWMMWW BMP T.5.13
INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO
APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS, AND
ALL OTHER MEASURES THAT MAY BE REQUIRED DURING
CONSTRUCTION.
STOCKPILE IS TO BE COVERED WITHIN 24 HOURS
FILTER SOCKS WILL BE ADDED TO ANY CATCH BASINS
DOWNSTREAM FROM CONSTRUCTION SITE. PLEASE REFERENCE
CITY STANDARD ER-902 ON A-001 OF THE PLANS. +98
Nothing in the permit approval process shall be
interpreted as allowing or permitting the maintenance
of any currently existing illegal, nonconforming or
unpermitted building, structure or site condition which
is outside the scope of the permit application, regardless
of whether such building, structure or condition is
shown on the site plan or drawing. Such building,
structure or condition may be the subject of a separate
enforcement action.
PARCEL ID:00571300101700
SITE AREA:
13,068 SF
(E) HOUSE:
2,711 SF
(E) ATTACHED GARAGE:
484 SF
(E) PATIO SLAB:
660 SF
(P) STUDIO/OFFICE:
240 SF
(E) TOTAL COVERAGE:
3,855 SF
(P) TOTAL COVERAGE:
4,095 SF
(E) FLOOR AREA RATIO:
29.5%
(P) FLOOR AREA RATIO:
31.3%
ZONING :
RS-8
MAX HEIGHT:
15'-01.
LEGAL DESCRIPTION:
SHERWOOD VILLAGE BLK 001 D-00 - TR 17
95'
FILTER FENCE SEE A-001
PROPOSED 240
OFFICE/STUDIO
FRONT
ROOF EAVES
3'-6"
+97
LOCATION OF GRINDER PUMP
TANKLESS ELEC. WH & EP 7
A FRONT B
FROM DATUM POINT+97 ®-----------------®+96 FROM DATUM POINT
OR OR
370' ELEVATION 369' ELEVATION
I I
I I
I I
I I
I I
FROM DATUM POINT+97 +96 FROM DATUM POINT
OR OR
370' ELEVATION ® ® 369' ELEVATION
C D HEIGHT CALCULATIONS
A=+97'
B-+96'
C=+97'
D=+96'
TOTAL = 386 AVERAGE
�21 DATUM POINT AT GRADE GRADE = 9 '
ACTUAL = 10606'
MAXIMUM = 111.5'
Applicant shall repair/replace all
damage to utilities or frontage
improvements in City right-of-way
per city standards that is caused or
occurs during the permitted project.
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
PROPERTY LINE
7.5' SETBACK
140'
PROJECT DESCRIPTION:
240 SQ FT OF NEW CONSTRUCTION (STAND ALONE STRUCTURE)
12'-0 x 20'-0 ACCESSORY BUILDING (OFFICE/STUDIO) NOT AN ADU OR GUEST HOUSE
OCCUPANCY GROUP: R-3
CONSTRUCTION TYPE: V-B
THIS PROJECT SHALL COMPLY WITH THE 2018 WASHINGTON STATE CODES AND THE CITY OF
EDMONDS LOCAL AMENDMENTS.
(720)839-6594 1 SELLERBRUCH@STUDIOSHED.COM
Zone RS-8 Corner N Flag ' Y APPROVED BY PLANNING
N - - 25' +99
25' ' Jun 08 2021
Front 372 ft
E = 7.5' NOT AN ADU OR GUE T HOUSE
Sides 7 5 W > 7.5'
T----------
* 15' *5'
Rear ENGINEERING D ISION
APPROVED AS OTED
Other --------- _
FIRE HYDRANT 06/11 /2021
Height 15' 11' DATUM POINT+100
* REA ETBACK MAY BE REDUCED TO A
MINI M OF 5' FOR DETACHED ACCESSORY
BUI INGS COVERING LESS THAN 600 SQ.FT.
' 'WALKWAY"• "
PRQPEftTY•Ll,�f�:'•', :'•'',:'• CONNECTION
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,
,
,
'• � PROP S WATER
:•" :.•':• LINE
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7'
DRIVEWAY
:' "': •'' PATIO:
-
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J'
XI
TING SEWER
INE
140' ;tyOf Edmonds
\L5�SETBACK
1 SITE PLAN
CONTACT OLYMPIC VIEW SCALE: Building Department
WATER/SEWER DISTRICT Work 4CCESSORY BUILDING
FOR SIDE SEWER PERMIT Address
10702 NOTTINGHAM RD
CONNECTION TO STRUCTURE.
372 ft
Owner FRITZ
-- - ------------------------
+gg Approved Date' +10
+97 370 ft 1 6/07/2021
+97 Building Official W. W C4AL9Lcc
Permit Number BLD2021-0456
OBTAIIIIIII ELECTRICAL
PE MIT FROM
STATE LABOR &
AP
ROVED
PLA
MUST BE
ON
OB SITE
374 ft
+101
ALL W
RK SUBJECT
FIELD
INSP
CTION FOR
CODE
OMPLIANCE
STUDIO SHED'
1500 CHERRY STREET
LOUISVILLE, CO 80027
Ph: 888.900.3933
WWW.STUDIOSHED.COM
ISSUE DATE
1�05.24.2021
REVISIONS
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5/25/21
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
18x24
SHEET SIZE
A=000
2" x 2" WOOD/STEEL
FILTER FABRIC SECURED
TO 2" x 2" 14 GA
WIRE FABRIC EQUAL
1►/_1v10= ITy lY11W, F,Fl":IVTOI
FILTER FABRIC MATERIAL IN CONTINOUS ROLLS
USE STAPLES OR WIRE RINGS TO ATTACH
FABRIC TO WIRE
2" x 2" WOOD/STEEL POSTS -\
WIRE MESH FENCE
o TO SUPPORT FILTER
I FABRIC
N
cn `BURY BOTTOM OF FILTER
N MATERIAL 8" TO 12"
6' MAX
NOTES:
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER
EROSION CONTROL THROUGHOUT PROJECT.
2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION
ACTIVITY.
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
`St. 181 �
CITY INSPECTION REQUIRED ON
ALL EROSION CONTROL METHODS
BEFORE OTHER WORK CAN BEGIN
FILTER FABRIC FENCE
FILTRATION SYSTEMS
APPROVED BY: R. ENGLISH
REVISION DATE
JANUARY 2018
STANDARD
DETAIL
ER-900
`St. 18y"
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
CATCH BASIN
lei :01A
FILTER SOCK WITH
OVER FLOW HOLES
(TYP)
CATCH BASIN
NOTES:
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN
THIS APPLICATION AT ALL TIMES DURING
CONSTRUCTION PERIOD.
2. ANY SEDIMENT IN CATCH BASIN INSERT
SHALL BE REMOVED WHEN INSERT IS
ONE-THIRD FULL.
3. CITY INSPECTION REQUIRED ON ALL
EROSION CONTROL METHODS BEFORE
OTHER WORK CAN BEGIN.
TEMPORARY
SEDIMENT TRAP
FOR CATCH BASINS
APPROVED BY: R. ENGLISH
REVISION DATE
JANUARY 2018
STANDARD
DETAIL
ER-902
FAI
STUDIO SHED-
1500 CHERRY STREET
LOUISVILLE, CO 80027
Ph: 888.900.3933
WWW.STUDIOSHED.COM
ISSUE DATE
1A05.24.2021
REVISIONS
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CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
18x24
SHEET SIZE
A=001
TANKLESS ELECTRIC WATER HEATER
LOCATION DETERMINED BY
CONTRACTOR -
WATER HEATER TO BE INSTALLED
PER MANUFACTURERS INSTRUCTIONS
20'
62" 61"
7'-112" T R.O. 7'-112"
5'-10"
61" 62"
0 /
n
\ 30" Min
Min
D
5'-72" �
= 3'x3' SHOWER W/ 6'
mm HINGED DOOR \
9'-52 1 'Min
12' 1 30" SWING
10'-11" 12'
42" DOOR
O
2'-104"
4'-11 "
24"W
2-0
1 COUNTER
4 DEPTH
1'-52" R.O. FRIDGE
62" 621"
3'-113" 2'-11" R.O. 6'-21" R.O. 2'-11" R.O. T-113"
8 4 2 4 8
358 8 5"
LANDING BY OTHERS PER R311.3 777
MINIMUM DIMENSIONS SHOWN.
FIRST FLOOR PLAN
F- ALE: 1 2" = V-0
STUDIO SHED-
1500 CHERRY STREET
LOUISVILLE, CO 80027
Ph: 888.900.3933
WWW.STUDIOSHED.COM
ISSUE DATE
1h05.24.2021
REVISIONS
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5/25/21
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
18x24
SHEET SIZE
Aml 00
f-9
WOOD FRAMED
FOUNDATION
rf-'� LEFT ELEVATION
ALE: _ -
MIN FINISHED CEILING HEIGHT: T-0"
MAX FINISHED CEILING HEIGHT: 8'-6"
AVERAGE FINISHED CEILING HEIGHT: 7'-9"
BUILDING HEIGHT: 9'-6"
O WINDOW AND DOOR SCHEDULE
SIZE (WIDTH x
NO.
HEIGHT)
FRAME
OTY
LOCATION
DESCRIPTION
U-FACTOR
SHGC
WOOD/
1
T-9" x 0'-11 1/2"
ALUMINUM
2
FRONT ELEVATION
FIXED, DOUBLE PANE, LOW-E
.30
.41
VENEER
2'-0 1/4.1 x 0'-11
WOOD/
2
ALUMINUM
2
FRONT ELEVATION
FIXED, DOUBLE PANE, LOW-E
.30
.41
1/2„
VENEER
2'-11 3/4" x 0'-11
WOOD/
3
ALUMINUM
2
FRONT ELEVATION
FIXED, DOUBLE PANE, LOW-E
.30
.41
1/2„
VENEER
WOOD/
FIXED, DOUBLE PANE, LOW-E,
4
2'-0 1/4" x 6-0 3/4"
ALUMINUM
2
FRONT ELEVATION
TEMPERED
.30
.41
VENEER
72 NG, LHO, DOUBLE
5
6'-2 1/2" x 6'-9"
FIBERGLASS
1
FRONT ELEVATION
PANNE,E, LLOOW- E, TEMPERED
27
18
WOOD/
6
V-4 1/2" x 0'-11"
ALUMINUM
1
LEFT ELEVATION
FIXED, DOUBLE PANE, LOW-E
.30
.41
VENEER
WOOD/
FIXED, DOUBLE PANE, LOW-E,
7
V-4 1/2" x 6-0 3/4"
ALUMINUM
VENEER
1
LEFT ELEVATION
TEMPERED
.30
.41
OPERABLE AWNING, DOUBLE
8
T-0" x 1'-6"
FIBERGLASS
1
BACK ELEVATION
PANE, LOW-E
25
.19
23'
4'-7-" 4 2111 4 401"'-7-"
R.O. 3„ R.O. 3„ R.O.
20'
FRONT ELEVATION
ALE:
--- +106.5 FROM DATUM POINT OR 380.5' +107.5 FROM DATUM POINT OR 380.5' ----
-- +96' FROM DATUM POINT OR 369' +9T FROM DATUM POINT OR 370' -/-
23'
/ 4 \ bAUK tLtVA I IUIN `'2
ALE: _ -
------ +107.5 FROM DATUM POINT OR 380.5'
+97' FROM DATUM POINT OR 370'
RIGHT ELEVATION
ALE: _ -
+107.5 FROM DATUM POINT OR 380.5'
L�
- +96' FROM:DA:TUM =R3-1/1 \
STUDIO SHED-
1500 CHERRY STREET
LOUISVILLE, CO 80027
Ph: 888.900.3933
WWW.STUDIOSHED.COM
ISSUE DATE
A�05.24.2021
REVISIONS
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5/25/21
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
18x24
SHEET SIZE
A=200
GALVALUME 26 GA COR MTL ROOF
ICC ESR-2385
19/32" PLYWOOD ROOF SHEATHING
26 GA ALUMINUM FLASHING
Imo:/Ii�yq�l:L1���:�yxi��[•]�
CONT. BEAD OF SEALANT
26 GA ALUMINUM CLADDING
FIXED TRANSOM WINDOW
5/16" HARDIPANEL FIBER CEMENT
EXTERIOR SIDING
ICC ESR-2290
1/2" ZIP-SYSTEMTM OSB WALL SHEATHING
WITH IMPREGNATED MOISTURE BARRIER
ICC ESR-1474
P.T. STRANDGUARD (ZB TREATED)
TIMBERSTRAND LSL SILL
PLATE ICC ESR#1387, SECTION 5.5
2x ROOF RAFTER,
SEE 1/S102
30# FELT UNDERLAYMENT
INSTALLED PER METAL ROOF
INSTALLATION INSTRUCTIONS
:6 1/2"
R-38 FLASH AND
BATT INSULATION
R-17 CLOSED CELL
SPRAY FOAM + R-21
BATT INSULATION PER
R402.1.1 (e)
1/2" GYPSUM BOARD
SULATION
ET
0'-01,
26 GA ALUMINUM FLASHING
R-30 INSULATION
WOOD FRAMED FOUNDATION, SEE 1/S-100
FRONT WALL SECTION
ALE: 1" =1'-0
VINDOW
SEE PLANS
SILL GASKET MEMBRANE,
AS REQ
I L65 - - - - - - - - - - - -
�4� FRONT WALL SECTION AT DOOR
�� BACK WALL SECTION
ALE: 1" =1'-0
SEE 1/A-300 FOR MORE
INFORMATION
26 GA ALUMINUM
FLASHING
SEE 3/A-300 FOR MORE
INFORMATION
WINDOW - SIZE VARIES,
FOR LOCATIONS
EATHING INSTALL
)R WINDOW
DETAIL
%5� TYP WALL SECTION WITH WINDOW
ALE: 1" =1'-0
�� RAKE WALL SECTION
ALE: 1" =1'-0
SEE 1/A-300 FOR MORE
INFORMATION
26 GA ALUMINUM
FLASHING
STUDIO SHED-
1500 CHERRY STREET
LOUISVILLE, CO 80027
Ph: 888.900.3933
WWW.STUDIOSHED.COM
ISSUE DATE
A\05.24.2021
REVISIONS
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5/25/21
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
18x24
SHEET SIZE
A=300
PROJECT DESCRIPTION:
STRUCTURAL GENERAL NOTES:
240 SQ FT OF NEW CONSTRUCTION (STAND ALONE STRUCTURE)
FOUNDATION DESIGN:
12'-0 x 20'-0 ACCESSORY BUILDING
FOUNDATIONS ARE DESIGNED WITHOUT AN ENGINEER'S SOIL INVESTIGATION. THE DESIGN CRITERIA IS ASSUMED FOR
PURPOSES OF FOUNDATION DESIGN.
STRUCTURAL GENERAL NOTES:
PIER AND FOOTINGS:
DESIGN LOADS: PER THE WASHINGTON STATE BUILDING CODE AND THE CITY OF EDMONDS
LOCAL AMENDMENTS
DESIGN OF PIER AND FOOTINGS IS BASED ON MAXIMUM ALLOWABLE BEARING PRESSURE 1500 PSF
ASCE 7-16
BEARING ON THE NATURAL UNDISTURBED SOIL OR COMPACTED STRUCTURAL FILL.
RISK CATEGORY
PER 1806.2 AND TABLE 1806.2
IISTANDARD
REINFORCED CONCRETE:
ROOFS:
ROOF DEAD LOAD 15 PSF
DESIGN IS BASED ON ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" AND ACI 332 "REQUIREMENTS
ROOF LIVE LOAD 20 PSF
FOR RESIDENTIAL CONCRETE CONSTRUCTION." CONCRETE WORK SHALL CONFORM TO ACI 301 "STANDARD
SPECIFICATIONS FOR STRUCTURAL CONCRETE."
GROUND SNOW LOAD 25 PSF
STRUCTURAL CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES:
FLOOR:
MAX I I SLUMP, ENTRAINED
FLOOR DEAD LOAD 15 PSF (INCLUDES TILE)
F'C, PSI I W/C I MAXIMUM I INCHES AIR, PERCENT I CEMENT I ADMIXTURES,
INTENDED USE 128 DAY I RATIO J AGGREGATE I (+/- 1") 1 (+/- 1.5%) I TYPE I COMMENTS
FLOOR LIVE LOADS � UNIFORMLY � � LIVE LOAD �
PIER AND FOOTINGS 13,000 10.45 1 3/4" STONE 14 13 1 I/II 1 1
RESIDENTIAL DISTRIBUTED (PSF) CONCENTRATED (LBS) REDUCTION
PUBLIC ROOMS 40 N/A NO
DETAILING, FABRICATION, AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 315 "DETAILS AND
DETAILING OF CONCRETE REINFORCEMENT."
WALLS:
REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60, EXCEPT TIES OR BARS SHOWN TO BE FIELD -BENT, WHICH
WALL DEAD LOAD 10 PSF
SHALL BE GRADE 60.
BARS TO BE WELDED SHALL CONFORM TO ASTM 706.
AT CORNERS AND INTERSECTIONS, MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE MATCHING CORNER BARS FOR
WIND: (ASCE 7-10 27.4 AND 30.4)
EACH LAYER OF REINFORCEMENT.
ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST) = 115 MPH
UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS, LAP BARS 50 DIAMETERS (MINIMUM)
INTERNAL PRESSURE COEFFICIENT = 0.18 (ENCLOSED)
EXCEPT AS NOTED ON THE DRAWINGS, CONCRETE PROTECTION FOR REINFORCEMENT IN CAST -IN -PLACE CONCRETE
WIND EXPOSURE = C
SHALL BE AS FOLLOWS:
COMPONENTS AND CLADDING DESIGN WIND PRESSURES (ULTIMATE)
CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3"
WALLS: (FIGURE 30.4-1)
EXPOSED TO EARTH OR WEATHER:
WITHIN 3 FEET OF CORNERS +28.8 PSF -38.6 PSF
#5 BAR, W31 OR D31 WIRE, AND SMALLER 1-1/2"
AWAY FROM CORNERS +28.8 PSF -31.3 PSF
NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
ROOFS: (FIGURE 30.4-5A)
SLABS, WALLS, JOISTS: #11 BARS AND SMALLER 3/4"
ZONE 1 +16.0 PSF -31.3 PSF
BEAMS AND COLUMNS:
ZONE 2 +16.0 PSF -36.2 PSF
PRIMARY REINFORCEMENT 1-1/2"
ZONE 2' +16.0 PSF -43.5 PSF
STIRRUPS, TIES, SPIRALS 1-1/2"
ZONE 3 +16.0 PSF -48.4 PSF
ZONE 3' +16.0 PSF -67.9 PSF
OVERHANGS:
STRUCTURAL WOOD & TIMBER:
ZONE 2 -51.3 PSF
ZONE 2' -58.6 PSF
DESIGN IS BASED ON ANSI/AF&PA NDS "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION WITH SUPPLEMENT:
ZONE 3 -63.5 PSF
DESIGN VALUES FOR WOOD CONSTRUCTION" AND ANSI/AF&PA SDPWS "SPECIAL DESIGN PROVISIONS FOR WIND AND
ZONE 3' -83.1 PSF
SEISMIC"
PRESSURES MAY BE REDUCED FOR EFFECTIVE WIND AREAS LARGER THAN 10 SQUARE
2X FRAMING SHALL BE SPF NO. 2 OR BETTER UNLESS NOTED OTHERWISE.
FEET, BUT
ALL LUMBER SHALL BE 19% MAXIMUM MOISTURE CONTENT, UNLESS NOTED OTHERWISE.
NOT BELOW 16 PSF.
STUDS SHALL BE SPF NO. 2 AND BETTER OR STUD GRADE.
TOP AND BOTTOM PLATES SHALL BE SPF NO. 2 AND BETTER OR STUD GRADE.
SEISMIC:
FASTENERS FOR USE WITH TREATED WOOD SHALL COMPLY WITH IRC SECTION R317.3
SPECTRAL RESPONSE ACCELERATION PARAMETERs
WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE -TREATED SPF #2 OR BETTER. PRESERVATIVE TREATED WOOD
SHORT PERIOD SS 1.281G SDS 1.025G
SHALL BE TREATED IN ACCORDANCE WITH AWPA U1 AND AEPA M4.
ONE SECOND S1 0.449G SD1 0.554G
CONVENTIONAL LIGHT FRAMING SHALL COMPLY WITH IRC SECTIONS R502, R602, AND R802.
SOILS SITE CLASS D
MINIMUM NAILING SHALL BE PROVIDED AS SPECIFIED IN IRC TABLE 2304.9.1 "FASTENER SCHEDULE FOR STRUCTURAL
SEISMIC IMPORTANCE FACTOR 1.0
MEMBERS."
SEISMIC DESIGN CATEGORY D
METAL FRAMING ANCHORS SHOWN OR REQUIRED, SHALL BE SIMPSON STRONG -TIE OR EQUAL CODE APPROVED
CONNECTORS AND INSTALLED WITH THE NUMBER AND TYPE OF NAILS RECOMMENDED BY THE MANUFACTURER TO
BASIC SEISMIC -FORCE -RESISTING SYSTEM(S)
DEVELOP THE MAXIMUM RATED CAPACITY.
LIGHT -FRAMED WALLS SHEATHED WITH WOOD STRUCTURAL PANELS RATED
NOTE THAT HEAVT-DUTY HANGERS AND SKEWED HANGERS MIGHT NOT BE STOCKED LOCALLY AND REQUIRE SPECIAL
FOR SHEAR RESISTANCE
ORDER FROM THE FACTORY.
DESIGN BASE SHEAR(S) 2.219 KIPS (ULTIMATE)
LEAD HOLES FOR LAG SCREWS SHALL BE 40%-70% OF THE SHANK DIAMETER AT THE THREADED SECTION AND EQUAL TO
SEISMIC RESPONSE COEFFICIENT(S), CS 0.158 (ULTIMATE)
THE SHANK DIAMETER AT THE UNTHREADED SECTION PER NDS SECTION 11.1.3.
RESPONSE MODIFICATION COEFFICIENT(S), R 6.5
CONNECTOR BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI/ASME B18.2.1 AND ASTM SAE J429 GRADE 1.
ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE
NAILS AND SPIKES SHALL CONFORM TO ASTM F1667.
WOOD SCREWS SHALL CONFORM TO ANSI/ASME B18.6.1
STUDIO SHED-
1500 CHERRY STREET
LOUISVILLE, CO 80027
Ph: 888.900.3933
WWW.STUDIOSHED.COM
ISSUE DATE
J�05.24.2021
REVISIONS
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CITY OF EDMONDS
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NAL IV-6
18x2,fXP I RE S: 10/25/2021
SHEET SIZE
smool
STRUCTURAL GENERAL NOTES:
WOOD FRAMING NOTES:
ALL BEAMS SHALL BE BRACED AGAINST ROTATION AT POINTS OF BEARING.
PROVIDE CONTINUOUS WALL STUDS EACH SIDE OF OPENINGS EQUAL TO ONE-HALF OR GREATER THE
NUMBER OF STUDS INTERRUPTED BY OPENING UNLESS NOTED OTHERWISE.
ALL WALL STUDS SHALL BE CONTINUOUS FROM FLOOR TO FLOOR OR FROM FLOOR TO ROOF.
PROVIDE SOLID BLOCKING OR RIM JOISTS AT ALL JOIST SUPPORTS AND JOIST ENDS.
SOLE PLATE AT ALL PERIMETER WALLS AND AT DESIGNATED SHEAR WALLS SHALL BE NAILED WITH
(3) 10D BOX NAILS (COATED OR DEFORMED SHANK) AT 16".
ALL ROOF RAFTERS, JOISTS, BEAMS SHALL BE ANCHORED TO SUPPORTS WITH METAL FRAMING
ANCHORS.
WOOD SHEATHING:
PLYWOOD AND ORIENTED STRAND BOARD (OSB) FLOOR AND ROOF SHEATHING SHALL BE APA RATED
WITH STAMP INCLUDING APA TRADEMARK AND PANEL SPAN RATING.
MINIMUM ROOF SHEATHING: 15/32" OSB OR CDX PLYWOOD, APA 48/24, NAILED..
MINIMUM WALL SHEATHING: 7/16" OSB OR CDX PLYWOOD, APA 24/16, BLOCKED AND NAILED.
MINIMUM FLOOR SHEATHING: 23/32" OSB OR CDX PLYWOOD, APA 48/24, NAILED.
NAIL SHEATHING WITH MINIMUM 8D COMMON OR 10D BOX AT 6" AT PANEL EDGES, AND 12" AT
INTERMEDIATE FRAMING EXCEPT AS NOTED. BLOCK AND NAIL ALL EDGES BETWEEN STUDS. MINIMUM
(3) 8D NAILS PER STUD TO PLATES. NAIL ALL PLATES USING EDGE NAIL SPACING INDICATED.
SHEATHE ALL EXTERIOR WALLS. SHEATHE INTERIOR WALLS AS DESIGNATED ON THE DRAWINGS.
SHEATHING SHALL BE CONTINUOUS FROM BOTTOM PLATE TO TOP PLATE. CUT IN 'ILI' AND 'IT,, SHAPES
AROUND OPENINGS.
ZIP SHEATHING SYSTEM (OSB) COMPLIES WITH 7/16" APA REQUIREMENTS
PLANT FABRICATED / PRE-ENGINEERED WOOD FRAMING:
MEMBERS NOTED AS LSL (LAMINATED STRAND LUMBER) ON PLAN SHALL BE PLANT -FABRICATED AND
HAVE THE FOLLOWING MINIMUM ALLOWABLE DESIGN VALUES:
Fb=1700 PSI Fv=400 PSI Fcpar=1400 PSI Fcperp=680 PSI E=1300 KSI
MEMBERS NOTED AS LVL (LAMINATED VENEER LUMBER) ON PLAN SHALL BE 1-1/2', WIDE x DEPTH
INDICATED, PLANT -FABRICATED, AND HAVE THE FOLLOWING MINIMUM ALLOWABLE DESIGN VALUES:
Fb=2400 PSI Fv=285 PSI Fcpar=3000 PSI E=1700 KSI
STRUCTURAL ERECTION AND BRACING REQUIREMENTS:
THE STRUCTURAL DRAWINGS ILLUSTRATE AND DESCRIBE THE COMPLETED STRUCTURE WITH
ELEMENTS IN THEIR FINAL POSITIONS, PROPERLY SUPPORTED, CONNECTED, AND/OR BRACED.
THE STRUCTURAL DRAWINGS ILLUSTRATE TYPICAL AND REPRESENTATIVE DETAILS TO ASSIST THE
GENERAL CONTRACTOR. DETAILS SHOWN APPLY AT ALL SIMILAR CONDITIONS UNLESS OTHERWISE
INDICATED. ALTHOUGH DUE DILIGENCE HAS BEEN APPLIED TO MAKE THE DRAWINGS AS COMPLETE
AS POSSIBLE, NOT EVERY DETAIL IS ILLUSTRATED AND NOT EVERY EXCEPTIONAL CONDITION IS
ADDRESSED.
ALL PROPRIETARY CONNECTIONS AND ELEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE
MANUFACTURERS' RECOMMENDATIONS.
ALL WORK SHALL BE ACCOMPLISHED IN A WORKMANLIKE MANNER AND IN ACCORDANCE WITH THE
APPLICABLE CODES AND LOCAL ORDINANCES.
THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL WORK, INCLUDING LAYOUT
AND DIMENSION VERIFICATION, MATERIALS COORDINATION, SHOP DRAWING REVIEW, AND THE WORK
OF SUBCONTRACTORS. ANY DISCREPANCIES OR OMISSIONS DISCOVERED IN THE COURSE OF THE
WORK SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR
RESOLUTION. CONTINUATION OF WORK WITHOUT NOTIFICATION OF DISCREPANCIES RELIEVES THE
ARCHITECT AND STRUCTURAL ENGINEER FROM ALL CONSEQUENCES.
TEMPORARY BRACING SHALL REMAIN IN PLACE UNTIL ALL FLOORS, WALLS, ROOFS AND ANY OTHER
SUPPORTING ELEMENTS ARE IN PLACE.
THESE PLANS HAVE BEEN ENGINEERED FOR CONSTRUCTION AT ONE SPECIFIC BUILDING SITE.
BUILDER ASSUMES ALL RESPONSIBILITY FOR USE OF THESE PLANS AT ANY OTHER BUILDING
SITE.PLANS SHALL NOT BE USED FOR CONSTRUCTION AT ANY OTHER BUILDING SITE WITHOUT
SPECIFIC REVIEW BY THE ENGINEER LICENSED IN THAT JURISDICTION.
STRUCTURAL GENERAL NOTES:
SPECIAL INSPECTIONS:
PER THE IBC:
1705.3 — SPECIAL INSPECTION SHALL BE REQUIRED WHEN THE SPECIFIED CONCRETE COMPRESSIVE STRENGTH
PER THE APPROVED PLANS IS GREATER THAN 2500 PSI AND WHEN THE FOOTINGS OR TURNDOWNS SUPPORTING
WALLS ARE NOT CONTINUOUS.
1705.4 — NO SPECIAL INSPECTION WILL BE REQUIRED BECAUSE WE DO NOT SHOW MASONRY CONSTRUCTION.
1705.5 — WE ARE USING UNBLOCKED ROOF DIAPHRAGMS PER THE SDPWS. THIS IS NOT CONSIDERED HIGH LOAD
AND DOES NOT REQUIRE SPECIAL INSPECTION.
1705.12.2 — PERIODIC SPECIAL INSPECTIONS ARE NOT REQUIRED FOR SHEAR WALLS WITH 6 INCH ON CENTER
PANEL EDGE NAILING. WHEN THE SHORT PERIOD ACCELERATION, SDS, IS GREATER THAN 0.5 OR THE BUILDING
HEIGHT IS GREATER THAN 35 FEET, PERIODIC INSPECTIONS ARE REQUIRED FOR SHEAR WALLS WITH 4 INCH ON
CENTER EDGE NAILING OR LESS.
NAIL SIZES
PENNYWEIGHT
TYPE
DIAMETER
LENGTH
PENNYWEIGHT
TYPE
DIAMETER
LENGTH
8d
COMMON
0.131"
21/2"
12d
COMMON
0.148"
31/4"
8d
BOX
0.113"
2 1 /2"
12d
BOX
0.128"
3 1 /4"
8d
SINKER
0.113"
2 3/8"
12d
SINKER
0.135"
3 1/8"
8d
GUN
0.113"
2 3/8"
12d
GUN
0.131 "
3 1 /4"
10d
COMMON
0.148"
3"
16d
COMMON
0.162"
31/2"
10d
BOX
0.128"
3"
16d
BOX
0.135"
3 1 /2"
10d
SINKER
0.120"
2 7/8"
16d
SINKER
0.148"
3 1/4"
10d
GUN
0.131"
3"
ALL NAILS TO BE GUN NAILS, UNLESS NOTED OTHERWISE
C�
STUDIO SHED'"
1500 CHERRY STREET
LOUISVILLE, CO 80027
Ph: 888.900.3933
WWW.STUDIOSHED.COM
ISSUE DATE
J�05.24.2021
REVISIONS
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5/25/21
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
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18x2,fXP I RE S: 10/25/2021
SHEET SIZE
S=002
FASTENING SCHEDULE 2018 INTERNATIONAL BUILDING CODE TABLE 2304
DESCRIPTION OF BUILDING ELEMENTS
NUMBER AND TYPE OF FASTENER
SPACING AND LOCATION
DESCRIPTION OF BUILDING ELEMENTS
NUMBER AND TYPE OF FASTENER
SPACING AND LOCATION
DESCRIPTION OF BUILDING ELEMENTS
NUMBER AND TYPE OF FASTENER
SPACING AND LOCATION
ROOF
4-8d COMMON (2 2' x 0.131 ")
10d BOX (2 2" x 0.128")
24" O.C., FACE NAIL AT TOP
11. CONTINUOUS HEADER TO STUD
4-10d BOX (3" x 0.128")
TOENAIL
3" x 0.131" NAILS
AND BOTTOM STAGGERED
""
1. BLOCKING BETWEEN CEILIING JOISTS,
3-8d COMMON 2 x 0.131"
( 2 )
3-10d BOX (3" x 0.128")
16d COMMON (3 2' x 0.162")
16" O.C. FACE NAIL
27. BUILT-UP GIRDERS AND BEAMS,
2" LUMBER
3" 14 GAGE STAPLES,6" CROWN
ON OPPOSITE SIDES
AND:
RAFTERS OR TRUSSESS TO TOP PLATE OR
3-3" x NAILS
EACH END, TOENAIL
LAYERS (CONY.)
192
( )
OTHER FRAMING BELOW
GAG �
3-3" 14 GAGE STAPLES, 16" CROWN
12. TOP PLATE TO TOP PLATE
10d BOX 3" x 0.128"
( )
3-10d BOX 3Ox 0 1280
( )
ENDS AND AT EACH
3" x 0.131" NAILS
12" O.C. FACE NAIL
SPLICE, FACE NAIL
2-8d COMMON (2 2" x 0.131 ")
7
3" 14 GAGE STAPLES, 16' CROWN
3-3" x 0.131" NAILS
3-3" 14 GAGE STAPLES, 16" CROWN
8-16d COMMON (3 z' x 0.162")
EACH SIDE OF END JOINT,
2-3" x 0.131" NAILS
EACH END, TOENAIL
1
3-16d COMMON (3 2' x 0.162")
BLOCKING BETWEEN RAFTERS OR TRUSS
2-3" 14 GAGE STAPLES
13. TOP PLATE TO TOP PLATE, AT END JOINTS
12-10d BOX (3" x 0.128")
FACE NAIL (MINIMUM 24"
28. LEDGER STRIP SUPPORTING JOISTS
OR
4-10d BOX (3" x 0.128")
EACH JOIST OR RAFTER,
NOT AT THE WALL TOP PLATE, TO RAFTER
12-3" x 0.131" NAILS
LAP SPLICE LENGTH EACH
RAFTERS
4-3" x 0.131" NAILS
FACE NAIL
OR TRUSS
2-16d COMMON (3 2" x 0.162")
12-3" 14 GAGE STAPLES, L" CROWN
16
SIDE OF END JOINT )
7
4-3" 14 GAGE STAPLES, 16" CROWN
1
16d COMMON (3 2' x 0.162")
16" O.C. FACE NAIL
3-3" x 0.131" NAILS
END NAIL
3-16d COMMON (3 z' x 0.162")
3-3" 14 GAGE STAPLES
14. BOTTOM PLATE TO JOIST, RIM JOIST, BAND
16d BOX (3 2" x 0.135")
3" x 0.131" NAILS
12" O.C. FACE NAIL
JOIST OR BLOCKING (NOT AT BRACED WALL
PANELS)
29. JOIST TO BAND JOIST OR RIM
JOIST
4-10d BOX (3" x 0.128")
4-3" x 0.131" NAILS
END NAIL
1
2-16d COMMON (3 2" x 0.162")
FLAT BLOCKING TO TRUSS AND WEB FILLER
3-3" x 0.131" NAILS @ 6" O.C.
FACE NAIL
3" 14 GAGE STAPLES, 1fi' CROWN
4-3" 14 GAGE STAPLES, 16" CROWN
15. BOTTOM PLATE TO JOIST, RIM JOIST, BAND
2-16d COMMON (3 2" x 0.162")
2-8d COMMON (2 2" x 0.131 ")
3-3" 14 GAGE STAPLES @ 6" O.C.
JOIST OR BLOCKING AT BRACED WALL
(
3-16d BOX (3 2' x 0.135")
16" O.C. FACE NAIL
30. BRIDGING OR BLOCKING JOIST,
TRUSS
RAFTER OR
2-10d BOX 3" x 0.128"
( )
2-3" 0.131" NAILS
EACH END, TOENAIL
1
3-8d COMMON (2 2' x 0.131")
PANELS )
4-3" x 0.131" NAILS
x
-L"
3-10d BOX (3" x 0.128")
4-3" 14 GAGE STAPLES, 16" CROWN
2-3" 14 GAGE STAPLES, 16 CROWN
2. CEILING JOIST TO TOP PLATE
3-3" x 0.131" NAILS
EACH JOIST, TOENAIL
4-8d COMMON (2 2' x 0.131")
WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF
AND INTERIOR WALL SHEATHING TO FRAMING
AND PARTICLEBOARD
3-3" 14 GAGE STAPLES, 16" CROWN
4-10d BOX (3" x 0.128")
WALL SHEATHING TO FRAMING'
EDGES
INTERMEDIATE SUPPORTS
4-3" x 0.131" NAILS
TOENAIL
6d COMMON OR DEFORMED (2" x 0.113")
6"
12"
3. CEILING JOIST NOT ATTACHED TO PARALLEL
3-16d COMMON (3 z' x 0.162")
4-3" 14 GAGE STAPLES, 16" CROWN
(SUBFLOOR AND WALL)
RAFTER, LAPS OVER PARTITIONS (NO
4-10d BOX (3" x 0.128")
FACE NAIL
16. STUD TO TOP OR BOTTOM PLATE
1
2-16d COMMON (32" x 0.162")
8d BOX OR DEFORMED (2 1/2" x 0.113") (ROOF)
6"
12"
THRUST)
SEE SECTION 2308.7.3.1, TABLE 2308.7.3.1
( )
4-3" x 0.131" NAILS
4-3" 14 GAGE STAPLES, ' CROWN
3-10d BOX (3" x 0.128")
END NAIL
2 $" x 0.113" NAIL (SUBFLOOR AND WALL)
6"
12"
16
3-3" x 0.131" NAILS
3-3" 14 GAGE STAPLES, 16" CROWN
31. $" 2"
4. CEILING JOIST ATTACHED TO PARALLEL
1 4' 16 GAGE STAPLE, CROWN
4"
8"
RAFTER (HEEL JOINT)
PER TABLE 2308.7.3.1
FACE NAIL
(SUBFLOOR AND WALL)
2-16d COMMON (3 2" x 0.162")
2 a" x 0.113" NAIL (ROOF)
4"
3"
8"
6"
(SEE SECTION 2308.7.3.1, TABLE 2308.7.3.1)
17. TOP OR BOTTOM PLATE TO STUD
3-10d BOX (3" x 0.128")
3-3" x 0.131" NAILS
END NAIL
3-10d COMMON (3" x 0.148")
1 4' 16 GAGE STAPLE, 16" CROWN (ROOF)
5. COLLAR TIE TO RAFTER
4-10d BOX (3" x 0.128")
FACE NAIL
3-3" 14 GAGE STAPLES, 16" CROWN
8d COMMON (2 2" x 0.131)
6"
12"
2-16d COMMON (3 2" x 0.162")
4-3" x 0.131" NAILS
L'
19 3
6d DEFORMED (2" x 0.113")
!.'x
2 g0.113" NAIL
2" 16 GAGE STAPLE,6" CROWN
4"
8"
4-3" 14 GAGE STAPLES, 16 CROWN
18. TOP PLATES,LAPS AT CORNERS AND
INTERSECTIONS
3-10d BOX 3" x 0.128"
( )
3-3" x 0.131" NAILS
FACE NAIL
32• - - a"
3-10d COMMON (3" x 0.148")
6. RAFTER OR ROOF TRUSS TO TOP PLATE
3-16d BOX 3 "" x 0.135"
( 2 )
3-3" 14 GAGE STAPLES,6" CROWN
7 1
33. $' - 1 4"
10d COMMON (3" x 0.148")
1--"
6"
12"
2-8d COMMON (2 2" x 0.131")
(SEE SECTION 2308.7.5, TABLE 2308.7.3.1
4-10d BOX (3" x 0.128")
TOENAIL`
gd DEFORMED 2 x 0.131"
OTHER EXTERIOR WALL SHEATHING
4-3" x 0.131" NAILS
19. 1" BRACE TO EACH STUD AND PLATE
2-10d BOX (3" x 0.128")
BOX (
FACE NAIL
4-3" 14 GAGE STAPLES, 16 CROWN
2-3" x NAILS
2-3" 14 GAGE STAPLES, 16' CROWN
1
34.2' FIBERBOARD SHEATIHNG'
1 !" GALVANIZED ROOFING NAIL 7" HEAD
2 (16
DIAMETER)
3"
6"
1
2-16d COMMON (3 2" x 0.162")
2-8d COMMON 2 -" x 0.131"
( 2 )
3-10d BOX (3" x 0.128")
EACH END
20.1" x 6" SHEATHING TO EACH BEARING
2-10d BOX (3" x 0.128")
FACE NAIL
1 1" 16 GAGE STAPLE WITH L" CROWN OR 1"
a 16
7. ROOF RAFTERS TO RIDGE VALLEY OR HIP
4-3" x 0.131" NAILS 7
4-3" 14 GAGE STAPLES, 116 CROWN
CROWN
21.1" x 8" AND WIDER SHEATHING TO EACH
3-8d COMMON (2 2' x 0.131")
FACE NAIL
1 4' GALVANIZED ROOFING NAIL (6" HEAD
RAFTERS; OR ROOF RAFTER TO 2-INCH
BEARING
3-10d BOX (3" x 0.128")
z6
35.32" FIBERBOARD SHEATIHNG°
DIAMETER)
3"
6"
3-10d COMMON (3" x 0.148")
RIDGE BEAM
3-16d BOX 3 "" x 0.135"
( 2 )
FLOOR
1 1" 16 GAGE STAPLE WITH L" CROWN OR 1"
2 16
4-10d BOX (3" x 0.128")
TOENAIL
CROWN
3-8d COMMON (2 2' x 0.131")
WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING
4-3" x 0.131" NAILS
L"
22. JOIST TO SILL, TOP PLATE, OR GIRDER
3-10d BOX (3" x 0.128")
TOENAIL
4-3" 14 GAGE STAPLES, 16 CROWN
3-3" x 0.131" NAILS
3-3" 14 GAGE STAPLES, �" CROWN
36.4" AND LESS
8d COMMON (22" x 0.131")
6"
12"
WALL
16
6d DEFORMED (2" x 0.113")
8d COMMON (2 2" x 0.131")
37 �„ - 1"
8d COMMON (2 2" x 0.131")
6"
12"
1
16d COMMON (32' x 0.162")
24" O.C. FACE NAIL
23. RIM JOIST, BAND JOIST, OR BLOCKING TO TOP
10d BOX (3" x 0.128")
6" O.C., TOENAIL
8
8d DEFORMED (2 i" x 0.131")
10d BOX (3" x 0.128")
1 1
38.1 g" - 1 4"
10d COMMON (3" x 0.148")
6"
12"
8. STUD TO STUD (NOT AT BRACED WALL
PLATE, SILL, OR OTHER FRAMING BELOW
3" x 0.131" NAILS
PANELS
3" x 0.131" NAILS
16" O.C. FACE NAIL
3" 14 GAGE STAPLES, L" CROWN
16
8d DEFORMED 2 -" x 0.131"
2-8d COMMON (2 1 x 0.131 ")
PANEL SIDING TO FRAMING
3-3" 14 GAGE STAPLES, L" CROWN
16
24.1" x 6" SUBFLOOR OR LESS TO EACH JOIST
2"
2-10d BOX (3" x 0.128")
FACE NAIL
1
39.2' AND LESS
6d CORROSION -RESISTANT SIDING 1 -" x 0.106"
( $ )
6"
12"
1
16d COMMON (3 2' x 0.162")
16" O.C. FACE NAIL
6d CORROSION -RESISTANT CASING (2" x 0.099")
9. STUD TO STUD AND ABUTTING STUDS AT
INTERSECTING WALL CORNERS BRACED
25. 2" SUBFLOOR TO JOIST OR GIRDER
2-16d COMMON (3"x 0.162")
FACE NAIL
1
16d BOX (3 2' x 0.135")
40. s
8d CORROSION RESISTANT SIDING (2 g" x 0.128")
6"
12"
(AT
WALL PANELS)
3" x 0.131" NAILS
12" O.C. FACE NAIL
g"
1
8d CORROSION -RESISTANT CASING 2 -" x 0.113"
26. 2" PLANKS (PLANK AND BEAM -FLOOR & ROOF)
1
2-16d COMMON (3 2' x 0.162")
EACH BEARING, FACE NAIL
3-3" 14 GAGE STAPLES, 16" CROWN
PANEL SIDING TO FRAMING
27. BUILT-UP GIRDERS AND BEAMS, 2" LUMBER
20d COMMON (4" x 0.192")
32" O.C., FACE NAIL AT TOP
AND BOTTOM STAGGERED
1
41.-"
a
4d CASING (1 2' x 0.080")
4d FINISH (1 2' x 0.072")
6"
12"
1
16d COMMON (3 2' x 0.162")
16" O.C. EACH EDGE, FACE
NAIL
10. BUILT-UP HEADER (2" TO 2" HEADER)
LAYERS
ON OPPOSITE SIDES
1
16d BOX (32' x 0.135")
12" O.C. EACH EDGE, FACE
s
42.8
6d CASING (2" x 0.099")
6"
12"
NAIL
6d FINISH PANEL SUPPORTS AT 24 INCHES
a. NAILS SPACED AT 6 INCHES AT INTERMEDIATE SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE. FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTION 2305. NAILS FOR SHEATHING ARE PERMITTED TO BE COMMON, BOX, OR CASING.
b. SPACING SHALL BE 6 INCHES ON CENTER ON THE EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS FOR NONSTRUCTURAL APPLICATIONS. PANEL SUPPORTS AT 16 INCHES.
(20 INCHES IF STRENGTH AXIS IN THE LONG
DIRECTION OF THE PANEL, UNLESS
OTHERWISE MARKED).
c. WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE AND THE CEILING JOIST IS FASTENED TO THE TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE, THE NUMBER OF TOENAILS IN THE RAFTER SHALL BE PERMITTED TO BE REDUCED BY ONE NAIL.
ADD ANCHOR BOLT, SPAN/3
EA SIDE, WHEN CONDUIT NOTCHES ALLOWED IN THIS ZONE
IS MORE THAN D / 3 WHERE SILL PLATE IS DRILLED
SPAN/3
NOTCHES ALLOWED IN THIS ZONE
WIDTH
p OR NOTCHED MORE THAN 1/3
DRILL 1/2" 0 HOLES AT PLATE WIDTH, INSTALL ANCHOR
WOOM BEAM x
3/4" 0 RADIUS, TYP OR JOIST 2
SCL BEAM
OR JOIST
EACH CORNER BEFORE g^ MAX BOLT EACH
NOTCHING
SIDE M
45° LINE D
/ 4" 0 OR 2" 0 D / 3 MAX
D / 4" 0 OR 2" 0
Q
/�
MAX
o
MAX
USE DOUBLE STUDS IF HOLE
IS LARGER THAN 33% OF WIDTH
NOTCHES - MAXIMUM DEPTH,
2D/5 MAX
STUD
33.3% OF WIDTH
BORED HOLES - MAXIMUM SIZE 6„ g„
2x4 - 1.17" (1 11/64") DEEP NOTCH g MAX ANCHOR BOLT SIZE &SPACING
D
D
HOLE, 40 (1 3/ WIDTH
2x4 - 1.4" (1 3/8") 0 HOLE
2x6 - 1.8" (1 13/16") DEEP NOTCH PER PLANS & DETAILS
�
��
-'} D/10 MAX
2x6 - 2.2" (2 3/16") 0 HOLE
O
SILL PLATE
45.0°
D A
SPLICE
5/8" MIN. EDGE NOTCHES - MAXIMUM DEPTH,�04
DISTANCE 25% OF WIDTH
IF
SPAN/6
NO HOLES 12"
MIN 12" MIN
SPAN/6
NO HOLES 12" MIN
2x4 - 1.4" (1 3/8") DEEP NOTCH
D / 3 MAX
SIMPSON STRONG TIE ST2215 MIN.
O O
PERMITTED
PERMITTED
2x6 - 2.2" (2 3/16") DEEP NOTCH
OR AS NOTED ON FRAMING PLANS
STUD WALL
STUD WALL
PIPE OR CONDUIT .� 9" MAX
9" MAX 9" MAX
HOLES & NOTCHES IN STUDS %2� NOTCHES IN SILL PLATES %3� HOLES & BOLTING IN SILL PLATE
\�t �u KALE: NTS \�� KALE: NTS �W 6UALE:NTS
�� HOLES & NOTCHES IN JOISTS & BEAMS
\ � �W KALE: NTS
HOLES & NOTCHES IN SCL JOISTS & BEAMS
�u SCALE: NTS
f 1500 CHERRY STREET I
LOUISVILLE, CO 80027
Ph: 888.900.3933
WWW.STUDIOSHED.COM 1
(PRESERVATIVE -TREATED LUMBER REQUIRED WHERE FLOOR ■
JOISTS ARE CLOSER THAN 18" TO THE EXPOSED GROUND,
■WHERE FLOOR GIRDERS ARE CLOSER THAN 12" TO THE
IEXPOSED GROUND, ALL WOOD ON CONCRETE OR MASONRY ■
,IN DIRECT CONTACT WITH THE GROUND, EXTERIOR SIDING,
SHEATHING AND FRAMING WITH A CLEARANCE LESS THAN 6" ■
TO THE GROUND OR 2" TO CONCRETE SURFACES, ANY WOOD
■ATTACHED DIRECTLY TO THE INTERIOR OF MASONRY OR
`CONCRETE WALLS BELOW GRADE. ■
SEE 1/S100
3" CLR
I
12" CLR
101,
5I
8"
I
910]4V
" CLR
2 TYP ISOLATED PAD FOOTING
SIMPSON HUCQ210-3-SE
EA END AT RIM
2' i 8, E 8, i -- 2-
MSTA STRAP AT ENDS OF SHEAR WALLS,
UPPER 12" OF STRAP ATTACHED TO FACE
OF OSB (P.W.) (ZIP) SHEATHING (WRAP
AROUND BOTTOM OF BEAM)
CENTER P.T. 3-2x BEAM ON PIER
6-MIL POLYETHYLENE VAPOR RETARDER
WITH 6-INCH SEAM LAPS; WRAP AND TAPE
CORNERS, ANY PUNCTURES MUST BE PATCHED
IA1000 041w 110029ib92.y_169: I
12" 0 SONOTUBE
(6) #4 VERTS X
#3 TIES @ 8" 12"
(2) TIES AT TOP
344 BARS EA WAY
2'-2" x 2'-2" SQUARE FOOTING
20'
�1� FLOOR FRAMING AND FOUNDATION PLAN
FLOOR FRAMING NOTES:
1. ALL FRAMING TO BE DOUG FIR #2, UNLESS NOTED OTHERWISE
2. ALL SIMPSON HANGERS AT PRESSURE TREATED LUMBER NEED
TO BE ZMAX COATED PER ASTM A653
FOUNDATION NOTES:
INSTALLATION OF THE FOUNDATION FOOTINGS WITH RESPECT TO
THE DEPTH BELOW FINISHED OR NATURAL GRADE SHALL BE AT A
MINIMUM ACCORDING TO THE FOUNDATION DETAILS ON THESE
PLANS. FIELD DISCOVERED CONDITIONS MAY NECESSITATE DEEPER
FOUNDATIONS OR OTHER MODIFICATIONS TO THE FOOTING DESIGN.
BOTTOMS OF FOOTING HOLES SHOULD BE UNDISTURBED NATIVE CLAY
AND KEPT DRY AND FREE OF LOOSE CUTTINGS AND FALL -IN PRIOR TO
INSTALLING REINFORCING STEEL AND POURING CONCRETE.
CONCRETE:
ALL CONCRETE CONSTRUCTION SHALL BE PER CBC CHAPTER 19 AND
IN ACCORDANCE WITH ACI 301 STANDARD SPECIFICATIONS FOR
STRUCTURAL CONCRETE.
ALL CONCRETE SHALL OBTAIN A 28 DAY MINIMUM COMPRESSIVE
STRENGTH OF 4000 PSI.
CONCRETE MIX SHALL MEET REQUIREMENTS OF CBC SECTION 1905,
SLUMP SHALL BE BETWEEN 4" TO 6". CEMENT SHALL CONFORM TO
ASTMC150, TYPE II.
EXCESS CONCRETE AROUND TOPS OF PIERS SHOULD BE CLEARED
AWAY BEFORE THE CONCRETE SETS.
FLOOR JOIST,
SEE PLAN
;210Z, TYP EA
R JOIST
2" APA STURD-I-FLOOR RATED 24"
TONGUE & GROOVE SHEATHING,
ED OVER 6-MIL POLYETHYLENE
OR RETARDER WITH 6-INCH SEAM
5; WRAP AND TAPE CORNERS,
PUNCTURES MUST BE PATCHED
8" O.C. 1-4--
1'-4", TYP.
FROM
JOIST
4
° Y
Y' 2" o y
r6' MAX
o
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r_3_-� BUILT UP BEAM DETAIL
ALE: 1" = V-0
3 1/2" SIDS
SCREWS @
6" VERT MAX
EACH SIDE,
STAGGERED
7�_I
211
2"
4 BUILT UP BEAM SECTION RIM JOIST SECTION
12d NAILS @
6" VERT MAX
EACH SIDE,
STAGGERED
STUDIO SHED-
1500 CHERRY STREET
LOUISVILLE, CO 80027
Ph: 888.900.3933
WWW.STUDIOSHED.COM
ISSUE DATE
REVISIONS
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5/25/21
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
45108
isn
24/2021 � �
18x2,fXP I RE S: 10/25/2021
SHEET SIZE
smi 00
m
12'
3LAN NOTES:
'ROVIDE LEAD HOLE 40% - 70% OF THREADED SHANK DIAMETER AND FULL
DIAMETER FOR SMOOTH SHANK PORTION.
H## HEADER - SEE STRUCTURAL CALCULATIONS FOR ADDITIONAL INFORMATION
8'- 1" 2
SHEAR WALL
_1-� FIRST FLOOR PLAN
WALL SCHEDULE
PANEL EDGE
FIELD NAIL
SEISMIC
WIND
A23 SPACING
MARK
STUDS
SHEATHING
NAILS
NAIL SPACING
SPACING
BOTTOM PLATE ANCHORS
WASHERS
CAPACITY
CAPACITY
AT INT
WALLS
2x6 SPF
7/16" APA
8d COMMON
SHEAR
NO.2 @ 24"
(24/16)
NAILS
6"
12"
HEADLOK SCREWS AT 6" O.C. WITH WOOD
SEE
220 PLF
308 PLF
WALLS
O.C. MAX
EXTERIOR
(0.131"x2 1/2")OTHER
2IS 100
2x6 SPF
7/16" APA
8d COMMON
NO.2 @ 24"
(24/16)
NAILS
6"
12"
HEADLOK SCREWS AT 6" O.C. WITH WOOD
WALLS
O.C. MAX
EXTERIOR
(0.131"x2 1/2")
2/SE 00
TYPICAL FOR ALL SHEAR WALL NAILING:
PER IBC I AWC SDPWS, SHEATHING NAILS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE SURFACE OF THE SHEATHING. SHEATHING PANEL NAILING
NOT CONFORMING TO THIS SECTION WILL NOT BE ACCEPTABLE AND WILL HAVE TO BE REINSTALLED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE
THAT THE NAIL GUNS USED FOR FASTENING ARE SET AT THE PROPER DEPTH AND/OR AIR PRESSURE TO ACHIEVE THE REQUIRED PENETRATION
GENERAL NOTES:
1. ALL FRAMING TO BE 2X6 O.0 MAX, UNLESS NOTED OTHERWISE. AT FRONT, ALL FULL HEIGHT STUDS TO BE LVL.
2.3" SCREWS @ 12" O.C. INTO STUDS BETWEEN WALL PANEL JOINTS
3.3" SCREWS INTO STUDS BETWEEN SHEAR WALL PANEL JOINTS, MATCH SHEAR WALL PANEL EDGE NAIL SPACING.
4.OSB (P.W.) (ZIP) SHEATHING MUST CONTINUE TO THE DOUBLE TOP PLATE
5.ONE TRIM STUD AND ONE KING STUD TYPICAL AT ALL HEADERS, LINO
6. SEE SHEET 1/S-101 FOR HOLDOWN TYPE AND LOCATION
7. NUMBER OF STUDS AT EACH END OF SHEAR WALLS IS CALLED OUT ON PLAN, UNO
8. NO PENETRATIONS GREATER THAN 12"x12" IN SHEAR WALLS, BLOCK AND NAIL ALL EDGES. CUT SHEATHING INTO "L" AND'T' SHAPES AROUND OPENINGS IN NON -SHEAR WALLS.
9. ALL EDGES IN SHEARS WALLS TO BE BLOCKED WITH 2x MEMBERS
10. ALL WALLS HAVE (2) 2x TOP PLATES AND (2) 2x BOTTOM PLATE EQUAL TO WIDTH OF STUD SIZE, TYP UNO
11. SEE DETAILS ON S-300 FOR ATTACHMENT OF DIAPHRAGMS TO SHEAR WALL PLATES, TYPICAL
12. NAIL WALL SHEATHING WITH MINIMUM 8D COMMON, 10D GUN, OR 10D BOX AS INDICATED IN THE WALL SCHEDULE
13. MINIMUM (3) 8D NAILS PER STUD
14. SHEATHE ALL EXTERIOR WALLS. SHEATHE INTERIOR WALLS AS DESIGNATED ON THE DRAWINGS
15. TYPE 6 WALLS REQUIRE SOLID 3x EDGE MEMBERS OR (2) 2x EDGE MEMBERS ATTACHED WITH 10d NAILS AT 2" O.C. STAGGERED ALONG HEIGHT OF STUDS
12'
SHEAR
WALL
STUDIO SHED-
1500 CHERRY STREET
LOUISVILLE, CO 80027
Ph: 888.900.3933
WWW.STUDIOSHED.COM
ISSUE DATE
zh05.24.2021
REVISIONS
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5/25/21
CITY OF EDMONDS
DEVELOPMENT
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24/2021
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2'
2'
2'
1'-118"
18"
FASTENMASTER TIMBERLOK EA SIMPSON A23 ANGLE AT
%1� ROOF FRAMING PLAN
ROOF DIAPHRAGM:
TABLE 4.2C (UNBLOCKED WOOD STRUCTURAL PANEL DIAPHRAGMS)
19/32" SHEATHING AND SINGLE -FLOOR W/ 8d COMMON (0.131x2.5) OVER 2x FRAMING MEMEBERS OF SG = 0.5 (DOUG FIR OR LVL)
ASD
SEISMIC
WIND
(STRONG)
CASE 1
240 PLF
335 PLF
(WEAK)
CASE 3
180 PLF
253 PLF
PLAN NOTES:
ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL UTILIZE COMMON NAILS OR GALVANIZED BOX NAILS. SEE GENERAL NOTES AND
WALL SCHEDULE FOR ATTACHMENT.
KEY:
- (A) - 2x10 DOUG FIR #2 RAFTER
- (B) - 2x10 DOUG FIR #2 SIDE OUTLOOK
- (C) - 2x10 DOUG FIR #2 BLOCKING
- (D) - 2x10 DOUG FIR #2 BLOCKING
- (E) - 2x10 DOUG FIR #2 FRONT OUTLOOK
- (F) - 2x10 DOUG FIR #2 BACK OUTLOOK
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IMPSON LSTA24 AT FRONT AND BACK
ORNER OUTRIGGERS, TYP. SEE 6/S-300
STUDIO SHED-
1500 CHERRY STREET
LOUISVILLE, CO 80027
Ph: 888.900.3933
WWW.STUDIOSHED.COM
ISSUE DATE
1h05.24.2021
REVISIONS
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5/25/21
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
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45108
24/2021 NA" �C-5
18X2,f-XP I RE S: 10/25/2021
SHEET SIZE
S=1 02
19/32" APA RATED ROOF SHEATHING
FASTENED WITH 8d COMMON OR 10d
BOX @ 6" ALONG PANEL EDGES AND
12" ALONG INTERMEDIATE FRAMING
MEMBERS. LAY STRENGTH AXIS
PERPENDICULAR TO FRAMING
MEMBERS AND STAGGER PANEL JOINTS.
2x FULL DEPTH BLOCKING
LVL TOP PL W/ (6) 12D NAILS, STAGGERED,
EACH SIDE OF SPLICE POINT, AS REQ'D
EDGE NAILING
WINDOWS/GLAZING,
SEE ARCH, TYP.
EXTERIOR FINISH,
SEE ARCH, TYP.
1/2" ZIP-SYSTEMTM OSB WALL SHEATHING
SEE WALL SCHEDULE, S-101
ICC-ES ESR 1474
HEADLOK SCREWS,
SEE PLAN AND WALL SCHEDULE
EDGE NAILING
WOOD FRAMED FOUNDATION, SEE 1/S-100
%1� FRONT WALL SECTION
HRAGM BOUNDARY NAILING
2x ROOF RAFTER,
SEE 1/S-102
ROOFING, SEE ARCH
SIMPSON A23, TYP AT BLOCKING INTO
TOP PLATE - RR 25716/ FL 10446
FASTENMASTER
TIMBERLOK @ EA RAFTER
THROUGH HEADER
15-30'
ICC-ES ESR 1078
FASTENMASTER TIMBERLOK
ROTATED 4x6 HEADER @ EA RAFTER
15-30'
ICC-ES ESR 1078
FUDS, SEE PLAN
WALL SCHEDULE
P.T. SILL PLATE
SILL GASKET
MEMBRANE
G11
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�� FRONT WALL SECTION AT DOOR
ALE: 1" =1'-0
2x STUE
AND WAL
P.T. SILL PLATE
DIAPHRAGM BOUNDARY NAILING
SEE 1/S-300 FOR MORE
INFORMATION
SHEARWALL
BOUNDARY
NAILING
2 BACK WALL SECTION
SIMPSON A23, SEE 2/S-300
MIN (4) 10d NAILS
2x ROOF RAFTER,
SEE 1/S102
ROOF OUTLOOKEI
SEE PLA
ROTATED 4x6 HEADER, SEE
2x STUDS, SEE PLAN
AND WALL SCHEDULE
HEADLOK SCREWS, SEE
SIMPSON HOLDOWN AS REQ'D,
SEE 1/S-101
SEE S-100 FOR DETAILS AND LOCATIONS
EDGE NAILING
PANEL EDGE NAILING,
SEE PLAN
/ 5 \ TYP WALL SECTION WITH WINDOW
ALE: 1" = 1'-0
SIMPSON A23, SEE 2/S-300
MIN (4) 10d NAILS
2x ROOF RAFTER,
SEE 1/S102
ROOF OUTLOOKER,
SEE PLAN
2x STUDS, SEE PLAN
AND WALL SCHEDULE
�3 RAKE WALL SECTION
SEE 1/S-300 FOR MORE
INFORMATION
SIMPSON HOLDOWN AS REQ'D
SEE 2/S-100 FOR DETAILS
SEE 1/S-101 FOR LOCATIONS
STUDIO SHED-
1500 CHERRY STREET
LOUISVILLE, CO 80027
Ph: 888.900.3933
WWW.STUDIOSHED.COM
ISSUE DATE
A\05.24.2021
REVISIONS
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CITY OF EDMONDS
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24/2021�INA�
18x2,fXP I RE S: 10/25/2021
SHEET SIZE
S=300
2-2X TOP PLATE PER PL
NOTES:
PER 2018 NDS 10D COMMON NAILS (.148"X3") INTO
SPRUCE PINE FIR FRAMING (SG=0.42)
CAPACITY 10d COMMON = 100#
SPLICE CAPACITY FOR SEISMIC OR WIND
(10)(1.6)(100#) = 1600#
MAXIMUM LOAD PER LATERAL
CALCULATIONS = 1456#
THEREFORE, SPLICE IS ADEQUATE
�� TYP TOP PLATE SPLICE
SCALE: 1 " = 1'-0
24" MIN LAP WITH (10) 10D NAILS
EACH SIDE OF CONTINUOUS
TOP PLATE SPLICE. NAILS MAY
BE IN TWO ROWS AND STAGGERED
STUDIO SHED'"
1500 CHERRY STREET
LOUISVILLE, CO 80027
Ph: 888.900.3933
WWW.STUDIOSHED. COM
ISSUE DATE
1h05.24.2021
REVISIONS
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5/25/21
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
O, AS
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45108
24/2021 �� S �ts �C-5���
18X2FXP I RE S: 10/25/2021
SHEET SIZE
S=301
%1� ELECTRICAL PLAN
OQTY:1
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HIGH EFFICACY INTERIOR
GFCI EXTERIOR DUPLEX
125 AMP SUB -PANEL
DUPLEX RECEPTACLE
LIGHT FIXTURE
RECEPTACLE (WITH COVER)
QTY:4
— _._
S
O HIGH EFFICACY EXTERIOR
_._•—
15 AMP WIRING
SINGLE -POLE SWITCH
LIGHT FIXTURE
(DASHED LINE)
ELECTRICAL GENERAL NOTES:
1. TO RUN WIRING BETWEEN PANELS,
DRILL (1) 1/2" 0 HOLE THROUGH STUDS
AT 12" O.C. FROM B.O. SILL PLATE
2. JUNCTION BOX INSTALLED AT 4'-6"
FROM B.O. PANEL TO B.O. BOX
3. OUTLETS INSTALLED 12" A.F.F.
TO BOTTOM OF BOX
4. EXTERIOR LIGHTS INSTALLED
64" AFF TO MOUNTING HOLE
5. 20 AMP AFCl/GFCI CIRCUIT
BREAKER IS PROVIDED' O TAKE
PLACE OF NEEDED GFCI RECEPTACLE
STUDIO SHED-
1500 CHERRY STREET
LOUISVILLE, CO 80027
Ph: 888.900.3933
WWW.STUDIOSHED.COM
ISSUE DATE
zh05.24.2021
REVISIONS
(D
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5/25/21
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
18x24
SHEET SIZE
Eml 00
�� LEFT FRAMING ELEVATION
SCALE: 1 21' =11-0
�1� FRONT ELEVATION
SCALE: 1 /21I =1 I-0
118"x36" WINDOWI
r-4-� FRONT FRAMING ELEVATION
F�OO SCALE: 1 2'I =11-0
3 RIGHT FRAMING ELEVATION
F�OO SCALE: 1 2'I = V-0
STUDIO SHED-
1500 CHERRY STREET
LOUISVILLE, CO 80027
Ph: 888.900.3933
WWW.STUDIOSHED.COM
ISSUE DATE
A105.24.2021
REVISIONS
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CITY OF EDMONDS
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SSIONAL E�Cs
18x24'EXP I RES: 10/25/2021
SHEET SIZE
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