HomeMy WebLinkAboutBLD2004-00353 IlltUILDING PERMIT APPLICA•ON MRLA04-00p313
e: I
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD04-00353 Received Date: 5/28/2004
SITE ADDRESS: E MARROWSTONE RD
NORDLAND, 98358
OWNER: WAYNE FAVRE PHONE: (425)0483-0790
CHRISTINA HELLWICH
19310 103RD AVE NE
BOTHELL WA 98011-2958
SUBDIVISION: OLSON & HAMBLETON'S Block: Lot: 5
PARCEL NUMBER: 977700015 Section: 4 Township: 29 N Range: 01 E
CONTRACTOR: OWNER/BUILDER PHONE:
REPRESENTATIVE: PHONE:
PROJECT DESCRIPTIOI NEW DETACHED GARAGE
TYPE OF WORK GAR SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN:
VALUATION 13,576.00 ADD'L: HEAT TYPE: UH
CODE EDITION: 1997 HEAT BASE: HEAT TYPE:
OCCUPANCY: UNHEATED: #OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: GARAGE: 576 SHORELINE:
CONST TYPE: DECK: SETBACK:
BANK HEIGHT:
SEWAGE DISPOSAL:
WATER SYSTEM: PARCEL TAGS: YES NO
BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA
Exist: Exist: Wetland Erosion
Prop: Prop: Seismic Streams
Total: 6Total: Flood Way Floodplain
Routing Date: F&W Landslide
Zy 1 Shoreline Aquifer
Forest: Commercial Rural
Type Amount Paid By: Date: Receipt: Approved/Date
Permit $237.25 KAS 05/28/04 64489 p *-� 4
Plan Check $154.21 KAS 05/28/04 64489
State Building Code $4.50 KAS 05/28/04 64489 JUN 2i 2004
Total: $395.96 Jefferson County Planning
mBuitding Department
CO�
BUILDING PERMIT
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT #: BLD04-00353 Received Date 05/28/2004
SITE ADDRESS: 950 E MARROWSTONE RD Issue Date 06/29/2004
NORDLAND, 98358
APPLICANT: WAYNE FAVRE PHONE: (425)0483-0790
CHRISTINA HELLWICH
19310 103RD AVE NE
BOTHELL WA 98011-2958
SUBDIVISION: OLSON & HAMBLETON'S Block: Lot: 5
PARCEL NUMBER: 977700015 Section: 4 Township: 29 N Range: 01 E
CONTRACTOR: OWNER/BUILDER PHONE:
PROJECT DESCRIPTION: NEW DETACHED GARAGE
REQUIRED INSPECTIONS:
Ili SETBACKS: ,e $/27 D y,
[ ] UFFER: Oi` 8/1-7 01
17,1 ::ion:
alJ Gon eiriten 0749,
[ ] Stormwater FINAL Approval:
[ ] Underground Plumbing:
[ ] Underground Insulation:
[ ] Shear Wall :
[/] Framing: (J� //2 / j/tier
y
f 1 Plumbing: 1
[ ] Propane Tank/Lines:
[ ] Insulation:
f 1 Sheetrock: _
[ ] Septic Sytem Final Approval:
f 1 Road Approach Final Approval:
[ ] Zoning Final Approval:
-.1'. Final/Occupancy Approval: `i%' -co c( i or, / viztileyie
HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION
THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED
BUILDING INSPECTION HOT-LINE 379-4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS.
Office Hours 9:00 a.m. -4:30 p.m.
HOT LINE AVAILABLE 24 HOURS A DAY
SPECIAL CONDITIONS APPLY -SEE REVERSE
1110
tilk
SPECIAL CONDITIONS FOR SE t BLD04-00353
1.) The application was reviewed by the Jefferson County Department of Community
Development staff on June 16, 2004 for the potential presence of Environmentally
Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC).
After an initial Geographic Information Systems mapping review and an investigative site
inspection, the following ESAs were confirmed to be present on the subject property:
Special Aquifer Recharge Protection Area and Coastal Seawater Intrusion Protection
Zone (SIPZ).
2.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological
formations that allow percolation of the surface water into the soils and the underlying
zone of saturation. Aquifers are geologic formations that contain sufficient saturated
permeable material to yield significant quantities of water to wells and springs. Aquifers
serve as the source of drinking water within most of the rural portions of Jefferson County.
3.) Critical Aquifer Recharge Areas are defined as Seawater Intrusion Areas, and Special
Aquifer Recharge Protection Areas and the following land uses located within Susceptible
Aquifer Recharge Areas (1)All Industrial Land Uses (2)All Commercial Uses (3)All Rural
Residential Land Uses requiring a Discretionary Use or Conditional Use Permit (4)All
Rural Residential Land Uses with nonconforming uses that would otherwise require a
Discretionary Use or Conditional Use Permit(5) Unsewered Planned Rural Residential
Developments (6) Unsewered residential development with gross densities greater than
one unit per acre. All of the above listed uses shall be subject to the applicable
requirements and standards of the Jefferson County Unified Development Code.
4.) Marine shorelines and islands are susceptible to a condition that is known as seawater
intrusion. Seawater intrusion is a condition in which the saltwater/freshwater interface in
an aquifer moves inland so that wells drilled on upland areas cannot obtain freshwater
suitable for public consumption without significant additional treatment and cost.
Maintaining a stable balance in the saltwater/freshwater interface is primarily a function of
the rate of aquifer recharge (primarily through rainfall) and the rate of groundwater
withdrawals (primarily through wells). The Washington Department of Ecology is the
agency with statutory authority to regulate groundwater withdrawal for individual wells in
Jefferson County. New development, redevelopment, and land use activities on islands
and in close proximity to marine shorelines in particular should be developed in such a
manner to maximize aquifer recharge and maintain the saltwater/freshwater balance to
the maximum extent possible by infiltrating stormwater runoff so that it recharges the
aquifer.
5.) The parcel is located within a coastal SIPZ (seawater intrusion protection zone)according
to the County GIS map. There are voluntary and mandatory measures identified in the
Jefferson County Seawater Intrusion Policy(Resolution 44-22, effective September 23,
2002)that apply to well drilling proposals and building permit applications on existing lots
of record.
A Coastal SIPZ is defined as: all islands and area within one-quarter mile of marine
shoreline, but no history of chloride concentration above 100 mg/L in groundwater sources
within 1000 feet.
6.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water
quality degradation. The submitted proposal does not require additional aquifer
protection measures. However, during construction the project shall follow the Best
Management Practices (BMPs)and facility design standards as identified and defined in
the Stormwater Management Manual for the Puget Sound Basin.
7.) To help prevent seawater from intruding landward into underground aquifers, all new
development activity on Marrowstone Island, Indian Island and within 1/4 mile of any
marine shoreline shall be required to infiltrate all stormwater runoff onsite.
8.) VOLUNTARY MEASURES* COASTAL &AT RISK SIPZ: •
Water conservation measures:
1. Roof and other intercepted precipitation shall be routed to on-site detention ponds
and/or other approved means and allowed to be released to the soil slowly.
2. Water collected from Storm water and roof catchments may be used for watering
lawns and gardens. Unless catchment water has been treated to meet drinking water
standards, there shall be no cross connections allowed between the potable supply and
impounded water.
3. Water withdrawn from wells on each property shall not be used for watering of lawns
and/or gardens.
4. Ground water withdrawn from each property shall be restricted to a rate of three (3)
gallons per minute.
5. Installation of water conserving fixtures such as low flow toilets, faucets and shower
restrictors and other water saving plumbing fixtures.
6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation).
Please NOTE that the above listed measures are not intended to be exhaustive, but rather
is intended to be illustrative of the types of water conservation measures.
9.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ:
1. Installation of a flow meter.
2. On-going well monitoring for chloride concentration.
3. Submittal of monitoring data to County.
10.) MANDATORY MEASURES FOR COASTAL SIPZ:
1. For proof of potable water on a building permit application, applicant must utilize
DOH-approved public water system if available.
2. If public water is unavailable, a qualifying alternative system may be used as proof of
potable water or an individual well may be used as proof of potable water subject to the
following requirement:
a. Chloride concentration of a laboratory-certified well water sample submitted with
building permit application.
3. If public water is unavailable, a qualifying alternative system may be used as proof of
potable water.
11.) The applicant is proposing to create or add 625 square feet of impervious surface and 700
square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson County
Unified Development Code requires that your proposal comply with Minimum Requirement
#2 (Construction Stormwater Pollution Prevention)of the Department of Ecology
Stormwater Management Manual for Western Washington to control stormwater, erosion
and sediment during construction. BMPs shall address permanent measures to stabilize
soil exposed during construction, and in the design and operation of stormwater and
drainage control systems.
12.) The project shall comply with Construction Stormwater Pollution Prevention (SWPP)
Elements#1 through #12 of the Department of Ecology's Stormwater Management
Manual for Western Washington to control stormwater, erosion and sediment during
construction. BMPs shall address permanent measures to stabilize soil exposed during
construction, and in the design and operation of stormwater and drainage control systems.
13.) Jefferson County determined that this proposal is categorically exempt from review under
the State Environmental Policy Act(SEPA) pursuant to WAC 197-11-800(1)(b)(i).
14.) This parcel was created December 12, 1906 through the Olson and Hambleon's Addition
to Port Hambleton subdivision recorded under Vol 2, P 117 of Long Plats with the
Jefferson County Auditor. A Boundary Line Adjustment (SUB03-00023/MLA03-00338)
was recorded October 15, 2003 combining parcels 977 700 015 and 977 700 016
together.
15.) This parcel is designated Rural Residential 1:5 under the Jefferson County
Comprehensive Plan Land Use map effective August 28, 1998.
16.) A building permit(BLD00-00590)was finaled October 18, 2002 for a single family
residence.
17.) A septic permit(SEP92-00369)was cancelled September 29, 1992. A septic permit
(SEP96-00020)was finaled September 30, 2002 for a system with capacity of 240 gallons
per day. SEP92-00369 is now filed with SEP96-00020.
11
18.) An on-site private well provides potable water to the site. As the single Ay residence is
existing and this application does not propose additional groundwater withdrawal, the
proposal is not subject to the vountary and mandatory actions required under UDC
Sectrion 3.6.5.d(9). These actions are identified on this permit for informational purposes
only.
19.) E Marrowstone Rd is a county local access road identified as C59309. The road
approach is existing, and an address of 950 E Marrowstone Rd has been assigned to the
parcel.
20.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of
impervious surface which includes roof tops, driveways, concrete, etc.
21.) The building height is not to exceed 35 feet.
22.) Minimum setback from E Marrowstone Rd easement is 20 feet. Minimum side and rear
setbacks are 5 feet.
23.) The site plan as submitted with the building application on May 28, 2004 has been
reviewed for consistency under the UDC, and has been approved by Jefferson County
Department of Community Development. Any modifications, changes, and/or additions to
the stamped, approved site plan dated June 29, 2004 shall be resubmitted for review and
approval by Jefferson County Department of Community Development.
24.) This approval is for a detached garage only. Any future permits on this site are subject to
review for consistency with applicable codes and ordinances and does not preclude
review and conditions which may be placed on future permits.
25.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
26.) Not more than two (2) unlicensed or inoperable vehicles shall be stored on any lot less
than one-half acre unless totally screened from view of neighboring dwellings and
rights-of-way. Such screening shall meet all applicable performance and development
standards specific to the district in which the storage is kept, and shall be in keeping with
the character of the area. Screening shall meet the requirements of Unified Development
Code (UDC)Section 6. Outdoor storage of thirteen (13)or more unlicensed or inoperable
vehicles is prohibited except in those districts where specified as an automobile wrecking
yard or junk (or salvage)yard and allowed as a Permitted Use in Table 3-1 of the UDC,
and such storage shall meet the requirements of UDC Section 4.10. In no case, shall any
such unlicensed or inoperable vehiclesbe stored in an Environmentally Sensitive Area
(ESA).
I:\F_BLD_Permit_Buildng.rpt 10/29/19
Jefferson Counepartment of Community Development
��SOzv 0
0
6 621 SherWan Street,Port Townsend WA 88368(360)370-4450
I s
permo i., A „..
, ,p,-,-„-_---,
pp occliion
,,,,
0
Project Description:
BuildingType:yP Project Type: Frame Type:
❑ Single Family L9'New Wood
Garage Attacheer/Detached ❑ Addition ❑ ,Steel
❑ Modular ❑ Alteration/Remodel ❑ Concrete .
❑ Commercial ❑ Repair ❑ Masonry
❑ Multi-family/#of Units ❑ Demolition ❑ Other:
❑ Industrial
❑ Other:
Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat:
Choose one:
Existing: Existing: ❑ Sewer ❑ Communi System ❑ Electricity Oil
Proposed: Proposed: ❑ Individual System ❑ Woodstove ❑ Propane
Total: Total: If not sewer,fill out the following: ❑ Heat P
❑ Conventional ❑ Alternative ❑ Other
Permit# SEP
Water Supply:
❑ Private well ❑ Two Party Well❑ Public:Name of water system:
Square Footage: For Office Use Only w t.00
oti
Main Floor Consistency Review 4.4411*
2ND Floor Base fee 'Z' 1 .2,c
3rd Floor Plan Check fee—G5% 1 Sif •24
Htd Basement State Surcharge fee t... -
Unhtd Basement ` Subtotal 'T`'rs_q,
Garage/Carport 5 74 , 3 S7C.3Z Pot Water Review fee 1
Decks 911/Rd Approach fee
Commercial TOTAL 443.q CO
Industrial Receipt# (0 We?/
Other Cash/Check# 9 9 IS-9 /5 _
Total Valuation: Initials 4 J'
Or y ' Date S/QR ( V
Estimated Cost: xF-000t ,
If within 200' of the Shoreline,
Distance to Bank or Ordinary High Water Mark ft.Bank Height ft.
By signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any
omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void.
I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attomey's fees and expenses which may in any way accrue
against Jefferson County as a result of or in consequence of the granting of this permit.
I further agree to provide access and right of entry to Jefferson County and it's employees,representatives or agents for the purpose of application review and any required later inspections.
Access and right of entry to th applicant's pro e structure shall be requested and shall occur during regular business hours. '
Signature: etvsp'`--Si entry to
4/f
g Date: a�/,/[� /07X
OVER
H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01
�
'
[-
|
k ' '
`
�
+
~ .
- -
COMPOSITION ROOF
2 X (o BARGE RAFTE
I X 5 TRIM
I X 5
CORNER T
HORIZC
LAP SII
■■■■■■ON
imam
ID
FRONT N)
,ELEVATIO
1/411 11-011
:EAR ELEVATION
1/4" 1'_OII
24'
12'
BP 4'
BP 4'-
- —— — — — — — — — — — — — — — — —
W CONC. FOUNDATION — —
ON 6" X 12" CONIC. (00" x 22'
FOOTING (TYP. J�1LL OWN
L 4 a Sr IR J
1�32" 22"
ATTIC ACCESS �`
6/12 II 6/12
4" CONC. SLAB W/ (OPTIONAL WWF (oX6 G,Q-G_ 1L
W1.4 X WIA) OVER 4" CRUSHED ROCK 23'-4" X 23'-4" w
COMPACTED GRADE OVER
I
MANUFACTURED TRUSSES a 24" 6'6.
�— OVER
— ---GDO -- — _
Ifo'-0" X 8'-0'{ OVER HEAD / 1 \\-1,
GARAGE DOOR / 1-1
Ij
/\
L — — —�— / BLOCK OUT FOR DOOR—-_ J
—---------4x12 EADER(B01)-----
74'
�—
16'
24'
4'
O.H,
TYP.
FOUN
1/411 = 11-011
Y CEILING
FLOOR
RIGHT ELEVATION
1/41
1 = 11-011
LEFT ELEVATION
1/411 1'-oil
— 24'
12' 12'
- OA
1 A
l2 11
12
Ip 6l—
\ \ / ANUFACTURED TRUSSES \\
(SPECIFICATION BY OTHERS)
------\�Y---------L------
GYP. TYP,
0 O (OPTIONAL)
~ 0
Ind
D
It
o p X
N x
v 4" CONIC. SLAB W/ OPTIONAL WWF 6X(o
in WIA X WIA) OVER 4" CRUSHED ROCK
OVER COMPACTED GRADE
i
rECTION A
1/4" 1'_11
0
j
SLOPE
COMPOSITION ROOF
30•FELT ON
1/2" CDX SHEATHING ON
MANUFACTURED TRUSSES W
R-38 INSULATION (OPTIONAL)
1/2" SHEET ROCK (OPTIONAL)
"SIMPSON" H25 SEISMIC CLIPS
2 X SOLID BLKG. W/ 2 X 12
SCREENED VENTS a b'-O" O.0
NAILED W/ 86 a 6" O.G.
G.I. GUTTER ON 2 X 6 FASCIA
SIDING (SEE ELEVATION)
150 BLDG. PAPER (OR TYVEK)
1/2" CDX PLYWOOD 6HEATHING
2 X 4 STUDS a 16" O.C. W/
R-21 INSULATION (OPTIONAL)
1/2" (TYPE-X) SHEET ROCK (OPTIONAL)
4" CONC. SLAB W/ OPTIONAL WLF 6X6
WI.4 X WI.4) OVER 4" CRUSHED ROCK
OVER COMPACTED GRADE
2 X 4 P.T. MUDSILL WITH
1/2" DIA. A13. a 48" D.G. (MIN.
OF 2 PER SILL AND WITHIN
12" OF ANY CORNER)
��l
04 REBAR VERT. a 48" O.G.
(4) •4 RE15AR (CONT.)
4" DIA, PERFORATED DRAIN
TILE (TYP. WHERE REQ'D)
T` FICAL LALL 5
3/4" = 1'-O"
K % e.
SLOPE
o a -
o'. v! '•.o •. apt :'•+ -
12"
i0
=CTION
4" CONIC. SLAB W/ (OPT. WWF 6Xb
WIA X WIA) OVER 4" CRUSHED ROCK
OVER COMPACTED GRADE
2 X 4 P.T. MUDSILL WITH
1/2" DIA. A.B. a 48" O.C. (MIN.
OF 2 PER SILL AND WITHIN
12" OF ANY COMER)
(2) 04 REBAR (CONTJ
z
s
4" DIA. PERFORATED DRAIN
TILE (TYP. WHERE REOV)
ALTERNATE FOUNDATION
NOT TO SCALE
TRUSS
(4)
(2) 12d
2x4 BLOCKING
'SIMPSON' A23
2X4 BRACE
2 I MIN. I I MAX.
(4) 12d
GA5LE END
51RACE PETAL
AT (o'-011 O.C.
>� 5f:ACE PANEL DEFINITION
A BRACED WALL PANEL CONSTRUCTED AS PER 'CABO' 602.9 NOT
LESS THAN 46-INCHE5 WIDE OR MORE THAN 10 FEET HIGH
BRACE PANEL SHEATHING MIN, T-1-11, 3/6 PLYWOOD
1/2" GYP. MIN. OR 2 MW PTCL, BD, ONE SIDE
NAIL W/ 8d + 6" O.C.
GENERAL NOTES
I. ALL WORK IS TO COMPLY WITH THE LATEST ADOPTED
VERSION OF THE UNIFORM BUILDING CODE AND ANY
APPLICABLE STATE, COUNTY OR LOCAL REGULATIONS.
2. THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS
AND IS TO NOTIFY THE DESIGNER OF ANY ERRORS OR
OMISSIONS PRIOR TO THE START OF CONSTRUCTION.
3. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED
DIMENSIONS -DO NOT SCALE THE DRAWINGS.
4. DESIGN LOADS: ROOF 25 PSF (LIVE LOAD)
(LIVE) FLOOR 40 PSF
STAIRS 100 PSF
GARAGE FLOOR 50 PSF (20000 PT.)
DECKS 60 PSF
! IF YOUR LOCAL AREA REQUIRES DIFFERENT DESIGN
LOADS CONSULT WITH A LOCAL STRUCTURAL ENGINEER
TO DETERMINE THE APPROPRIATE REVISIONS,)
5. ROOF VENTS TO TOTAL MORE THAN 1/300 OF THE
ATTIC AREA BEING VENTILATED.
FOUNDATION NOTES
I. FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL SOIL
DEVOID OF ANY ORGANIC MATERIAL AND STEPPED AS
REQUIRED TO MAINTAIN THE REQUIRED DEPTH BELOW
THE FINAL GRADE.
2. SOIL BEARING PRESSURE ASSUMED TO BE 1500 PSF.
3. ANY FILL UNDER GRADE SUPPORTED SLABS TO BE A
MINIMUM OF 4" GRANULAR MATERIAL COMPACTED TO 559:,
4• CONCRETE: -BASEMENT WALLS 4 FOUNDATIONS
NOT EXPOSED TO WEATHER: 2,500 PSI
-BASEMENT 4 INTERIOR
SLABS ON GRADE : 2,500 PSI
-BASEMENT WALLS 4 FOUNDATIONS
EXPOSED TO THE WEATHER : 3000 PSI
-PORCHES, STEPS 4 CARPORT
SLABS EXPOSED TO WEATHER: 3500 PSI
(AS PER U.B.C. APPENDIX CHPT. 26, TABLE A-26-A)
5. CONCRETE SLABS TO HAVE CONTROL JOINTS AT 25 FT.
(MAXIMUM) INTERVALS EA. WAY,
6. CONCRETE SIDEWALKS TO HAVE 3/4 IN, TOOLED JOINTS
AT 5 FT. (MINIMUM) O.C.
'I. REINFORCING STEEL TO BE A-615 GRADE 40. WELDED
WIRE MESH TO BE A-185.
8. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE
TREATED OR PROTECTED WITH 550 ROLL ROOFING.
PERMIT # RLO
04- 353
JEFFERSON COUNTY OPRAMING NOTES
I. ALL EXTERIOR WALL OPENINGS 4 BEARING WALL OPENINGS
TO HAVE 4 X 12 HEADERS UNLESS OTHERWISE INDICATED
IF BUILDING BUILT WITH 88 5/8"
STUDS USE 4 X 8
HEADERS UNLESS OTHERWISE NOTED ON THE PLAN.
2. JOISTS THAT ARE ATTACHED TO FLUSH BEAMS
ARE TO BE HUNG WITH "SIMPSON" U-210 OR EQUIV.
3. PROVIDE DOUBLE JSTS. UNDER ALL WALLS ABOVE RUNNING
PARALLEL TO JOISTS,
4, PROVIDE FIREBLOCKING, DRAFTSTOPS 4 FIRESTOPS AS
PER THE U B,C. SEC. 2516F.
5. LUMBER SPECIES:
A. POSTS, BEAMS, HEADERS
NO. 2 DOUGLAS FIR
JOISTS AND RAFTERS
B. SILLS, PLATES, BLOCKING
NO. 3 DOUGLAS FIR
BRIDGING ETC.
C. STUDS
STUD GRADE D.F.
D. POST 4 BEAM DECKING
UTILITY GRADE D.F.
E. PLYWOOD SHEATHING
1/2" CDX PLY, 32/16
F. GLU-LAM BEAMS
Flo-2400, DRY ADH.
6. NAILING SCHEDULE:
JOIST TO SILL OR GIRDER
3-801 TOE NAIL
BRIDGING TO JOIST
2-ad TOE NAIL
2" SUBFLOOR TO TO GIRDER
2-16d BLIND 4 FACE
SOLE PL. TO JOIST
I6d Is I6" FACE NAIL
TOP PL. TO STUDS
2-I6d END NAIL
STUD TO SOLE PL.
4-ad TOE NAIL OR
2-16d END NAIL
DOUBLE STUDS
16d a 1911, FACE NAIL
DOUBLE TOP PL.
I6d • 16" FACE NAIL
CONTINUOUS HEADER (2 PC.)
I6d a 16" EDGE NAIL
CLG. JST. TO PL,
3-8d TOE NAIL
CLG. JST. LAP OVER PL,
3-I6d FACE NAIL
CLG. JST. TO RAFTER
3-I6d FACE NAIL
RAFTER TO TOP PL.
3-Sd TOE NAIL
BUILT-UP CORNER STUDS
I6d ® 24" FACE NAIL
PLYWOOD SUBFLOOR
8d ® 6" EDGE NAIL
ad a 10" INTERIOR
PLY WALL 4 ROOF SHEATHING
86 6" EDGE NAIL
8d 12" INTERIOR
TOP PL. AT INTERSECTIONS
2-I6d FACE NAIL
MULTIPLE JOISTS (UP TO 3)
I6d a 15" STAGGER NAIL
MULTIPLE JOISTS (OVER 3)
1/2" DIA. BOLTS W/WASHERS
EA. SIDE a 24" OC.
I X 6 SPACED SHEATHING
2-Sd FACE NAIL
I. MANUFACTURED TRUSS JOISTS MAY BE SUBSTITUTED FOR
2 X JOISTS WHERE APPLICABLE.
THE CONTRACTORS ARE TO CHECK AND VERIFY
ACCURACY AND BITE CONDITIONS BEFORE START
OF CONSTRUCTION THE BUYER AGREES THAT CAD
NORTHWEST HAS NO LIABILITY FOR COST OR CHARGES
RESULTING FROM DESIGN ERRORS OR OMISSIONS.
WRITTEN DIMENSIONS SHALL ALWAYS TAKE
PRECEDENCE OVER SCALED DIMENSIONS.
COPYRIGHT 2002 BY CAD NORTHWEST, ALL RIGHTS RESERVED
N
n
O
6to
FF
S
o
O
Mr
3
C
(3)CL
V
a
5
LO
0
Lo
CO N
L
N o
0Lo
X
ILL
SHEET