HomeMy WebLinkAboutPermit D04-184 - CASCADE GLEN - LOT 10CASCADE GLEN, LOT 10
3805 S 132 PL
D04 -184
Z
W
re
6
U0
N 0,
W=
J
• W
w 0.
u- Q
� w
z
W°
oco
o�
wW
u.
— O
wZ
UN
0
z
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
DEVELOPMENT PERMIT
Parcel No.: 1422600100 Permit Number D04 -184
Address: 3805 S 132 PL TUKW Issue Date: 07/21/2004
Suite No: Permit Expires On: 01/17/2005
i
Tenant:
Name: CASCADE GLEN - LOT 10
r Address: 3805 S 132 PL, TUKWILA WA
Owner:
Name: DREAMCATCHER HOMES LLC Phone:
Address: 13407 51 AV W, EDMONDS WA
Contact Person:
Name: JAY KEIROUZ Phone: 206 300 -6874
Address: PMB 1150, 13619 MUKILTEO SPEEDWAY, #D5
Contractor:
Name: 3 A K DEV & CONST CORP Phone: 206-300 -6874
Address: 13407 51ST AVE WEST, SEATTLE WA
Contractor License No: JAKDECCO23NS Expiration Date: 09 /04/2004
! DESCRIPTION OF WORK:
CONSTRUCTION OF A NEW 2995 SF SINGLE FAMILY RESIDENCE WITH ATTACHED 792 SF GARAGE AND 171 SQ FT
COVERED PORCH.
PUBLIC WORKS ACTIVITIES INCLUDE: TESC, STORM DRAINAGE, DRAINAGE FOR ROCKERIES, DRIVEWAY ACCESS, AND
LAND ALTERING.
WATER DIST. 125 & VAL -VUE SEWER DIST.
Value of Construction: $297,926.16 Fees Collected: $3,865.21
Type of Fire Protection: N/A Uniform Building Code Edition: 1997
Type of Construction: VN Occupancy per UBC: 7
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: Y
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone: N
Hauling: N Start Time: End Time:
Land Altering: Y Volumes: Cut 200 c.y. Fill 100 c.y.
Landscape Irrigation: N
Moving Oversize Load: N Start Time: End Time:
Sanitary Side Sewer: N
Sewer Main Extension: N Private: Public:
Storm Drainage: Y
Street Use: N Profit: N Non - Profit: N
Water Main Extension: N Private: Public:
doc: Devperm 004 -184 Printed: 07 -21 -2004
4,t n, z,1..H w..S':4 L.n+dlk4Mu„1 ,c ,.1!...i.z_. .1 ...u.LU'u�u:�e.'i[ita.9•wy. u:� �.d�i��m'+•'.U.n+x. §: ,a�,: n.u:.. ,..:u+ +:k.a.a +tyi,wtit » -• }� �+-0. �I. Y. Ai& �isdrui (a.4ie:r >+..3.>.,xSaiy`.A:..y +.a.'twaiNia'.:::air.
z
i�
�0
UO
(0 0
W 11i
J H
to L
w
�a_j
L¢
co)
c
=w
z�
F- O
w ~
w
D0
U
O -
o �__
w
�O
.. Z
w
U=
O 1--
Z
City of Tukwila
Department of Community Development 6300 Southcenter BL, Suite 100 i Tukwila, WA 98188 (206) 431-3670
Water Meter: N
Z�
uj�
2
D
3 0
UO
U)
U)
UJ
LL�
W
U-
D
CY
W ,
Z 1
O�
UJ LU
5:
CO
�.0
a 1--.
W LU
x
Z
U
.0
Z
1
§ City of Tukwila
Department of Community Development 1 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Z
� w
u�
D
1 '.
00
i O.
:
Permit Center Authorized Signature`'' �- Date: ��� d c/ w =
J �
I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and N U-
ordinances governing this work will be complied with, whether specified herein or not. w o
The rantin of this permit does not resume to give authority to violate or cancel the provisions of an other state or local laws La
9 9 P P 9 tY P Y u. Q
regulating construction or the performance rk. I am authorized to sign and obtain this development permit. d
Signature: Date: .7 Z ( - b z H
iE— O
Z I--.
W
Print Name: 1 1`?�-� - 7 2 5
D o.
This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is O N
suspended or abandoned for a period of 180 days from the last inspection. w H
= w
LL Z
CO
U
O F
Z
doc: Devperm D04 -184 Printed: 07 -21 -2004
ti
.. City of Tukwila
f906
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
PERMIT CONDITIONS
Parcel No.: 1422600100
Address: 3805 S 132 PL TUKW
Suite No:
Tenant: CASCADE GLEN - LOT 10
Permit Number:
Status:
Applied Date:
Issue Date:
D04 -184
ISSUED
06/09/2004
07/21/2004
1: ** *BUILDING DEPARTMENT CONDITIONS * **
2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division.
3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be
inspected by that agency, including all gas piping (296- 4722).
4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical
work will be inspected by that agency (206- 835 - 1111).
5: All mechanical work shall be under separate permit issued by the City of Tukwila.
6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any
construction. These documents are to be maintained and available until final inspection approval is granted.
7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection
purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer.
8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear
identification showing the Ore performance rating thereof.
9: Subgrade preparation including drainage, excavation, compaction, and OII requirement shall conform strictly with
recommendations given in the soils report.
10: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997
Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition).
11: All wood to remain in placed concrete shall be treated wood.
12: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be
construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any
other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this
code shall be valid.
13: Comply with the requirements of TMC 16.04, Demolition /Relocation of Structures and Article 87 of the Uniform Fire Code.
14: Manufacturers installation instructions required on site for the building inspectors review.
15: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be
obtained at City Hall in the office of the City Clerk.
16: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform
Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC.
doc: Conditions D04 -184 Printed: 07 -21 -2004
i
z
Z
UO
LLJ
�
J
S2 LL
w�
U_ ¢
N 0
=
�w
z =
H
E- 0.
z H-
w
U�
ON
01--
UJ LLJ
~ H-
�- 0
--Z
W
U=
O
z
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
17: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5.
18: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C.
Z
303.1.3.).
W
19: Water heater shall be anchored to resist earthquake (U.P.C. 510.5).
0
0
20: Anchoring - all new construction and substantial improvement shall be anchored to prevent flotation.
w =
J �
21: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * **
N 0
W _
22: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and
completion of work at least 24 hours in advance.
j
W
23: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector.
Z
iF-
24: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be
O
underground.
w
�5
25: Any material spilled onto any street shall be cleaned up immediately,
v C
ON
26: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation
w H
off -site or into existing drainage facilities.
v
27: The site shall have permanent erosion control measures in place as soon as possible after final grading has been
�O
Z
completed and prior to the Final Inspection.
v co
28: The Land Altering Permit Fee is based upon an estimated 200 cubic yards of cut and 100 cubic yards of fill. If the
O ~
Z
final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the
difference in permit fee prior to the Final Inspection.
29: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of
10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed
areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this
period. Inspect and maintain this stabilization weekly and immediately before, during and following storms.
30: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All
disturbed areas of the site shall be permanently stabilized prior to final construction approval.
31: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain
system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene pipe with a minimum 1% slope
for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing
drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain.
32: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope
shall be a maximum of 15 %.
33: All conditions of the Hillside Homes a.k.a. Cascade Glen plan approval shall be met. Refer to Permit Nos. MI2000 -278,
L99 -0023 and L99 -0024. The Geotechnica) Engineer shall provide certification on a lot by lot basis, including
excavations for rockeries, that the work has been completed in accord with all geotechnical recommendations.
34: Rockeries shall be constructed per City of Tukwila standard detail RS -5. In the event that a rockery can not be
installed per standard detail, the applicant is required to notify the Building Department immediately and submit
doc: Conditions D04 -184 Printed: 07 -21 -2004
f
Ci of Tukwila
race
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
alternative engineered plans for a retaining wall, including structural calculations.
35: Install yard drain(s) and perforated pipe along the driveway, as necessary to prevent on -site ponding of storm water
runoff.
* *continued on next page **
i
{
j
i
i
i
i�
i
r
i
i
z
FZ UJI
UO
Uo
w =`
J
CO LL,'
WO
(L d
:F
=W
' z
O.
z �_.
25
U
co ,
0 I--
W W',
ll1 Z
U VY
O
z
i
doc: Conditions D04 -184 Printed: 07 -21 -2004
,cwt,
�g City of Tukwila
Department of Community Development 1 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
i
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances
governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws
regulating construction or the performance of work.
Signature:
Date: —7/Z I Zn�j
Print Name:
z
W
2
D
U
WO
wi
J �
N
U
W }
�J
u-
C d.
t W
z�
O.
z E-
w
w
VO
O N
o rr--
WW
2
H F
ti O
ui Z
CO
O~
Z
doc: Conditions D04 -184 Printed: 07 -21 -2004
i
i
� w , s , CITY OF T UKWI LA
►t Community Development Department
g Public Works Department
,r Permit Center
k 180° 6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
* *Please Print **
:SITE I.00AfiION
a ,
i
i
1
Site Address: - 3 S o 12 ;;� "I L_ .
Tenant Name: Lni:
Property Owners Name:
Mailing Address: Em 11.5 o , 13 A 1!5 VW K t LT4'b Sp o.{k4w t+- D5
City
State
Zip
Name: J • = I ee Day Telephone
Mailing Address:
City State Zip
E -Mail Address: CZ tq Fax Number ZV 74 t '2, 6, 3
,GENERAL CONTRACTOR INFORMATION ` y ? '
Company Name:
Mailing Address:
City state zip
Contact Person: '1z} ? Day Telephone:
E -Mail Address: Fax Number: 3
Contractor Registration Number: Expiration Date:
* *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance **
ARCHITECT OF RECORD All plans must be:wet'stainpeil:by Arclutecf.of Record
Company Name:.
Mailing Address:
Contact Person:
E -Mail Address:
City state zip
Day Telephone:
Fax Number:
'ENGINEER ,UF : RECORD All plans must be wet stumped by Engineer of Recoi d
sf
CONTACT PERSON
Company Name:
Mailing Address:
City State Zip
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
. .... .... ... ..... ., .......:..�. .. . r.e.�v n«.. w.�......- :..... �+ +nwvM • •n..n.....w.,� ... ...... y
Z
ZZ
W
JU
UO
M o
J =
H
to LL
W } O }
�J
W?
Cj)d
= W
H _
Z�_
t- O
Z F_
WW
U
U)
0 F-
WW
H
U_ O
--Z
W
co
O
Z
King Co Assessor's Tax No.: � Z Z 160 - a/ _ 06
Suite Number: Floor:
10 New Tenant: ❑ .... Yes ❑ ..No
sUUM ING PERMIT INFORMA .ON , Q&431 3670
Valuation of Project (contractor's bid price): $ �I' b t>-crcb , Existing Building Valuation: $
Scope of Work (please provide detailed information): CJF) � v� t ' �)C_T18 r• t 44-
c .& 0-t i L y tQ ls- �
Will there be new rack storage? ❑ .. Yes ❑ ... No If "yes ", see Handout No. for requirements.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 141D
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): �� Floor area of principal dwelling : 09 Floor area for accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ .... Yes ❑ . -No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ . Sprinklers Fl.. Automatic Fire Alarm ❑..None R.Other (specify) ti- YD' j6&
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes O.. No
If "yes ", attach list of materials and storage locations on a separate 8 -112 x I1 paper indicating quantities and Material Safety Data Sheets.
Z
~z
�W
D
J
U
U) LLJ
J =
H
N u.
w } 0
J
LLQ
cl)
C%
= W
F— _
Z F_
H O
Z H
W
�5
U�
ON
t] H
wW
H
LL O
W Z
U=
O
Z
Addition to
Type of
Type of
Interior
Existing
Construction
Occupancy per .
Existin
Remodel
Structure
New
er UBC
UBC
1" Floor
2 ..Floor
y , a
Floors ` b. thru
7 7 . .
Basement.
:;Accessory Structure *:. .
Attached,Garage :: _
— 7-7 Z
°':Detached Gauge _.
'Attached Carport..'
. „Carport'::, ...4
Covered Deck
,Uncovered Deck..
PLANNING DIVISION:
Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 141D
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): �� Floor area of principal dwelling : 09 Floor area for accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ .... Yes ❑ . -No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ . Sprinklers Fl.. Automatic Fire Alarm ❑..None R.Other (specify) ti- YD' j6&
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes O.. No
If "yes ", attach list of materials and storage locations on a separate 8 -112 x I1 paper indicating quantities and Material Safety Data Sheets.
Z
~z
�W
D
J
U
U) LLJ
J =
H
N u.
w } 0
J
LLQ
cl)
C%
= W
F— _
Z F_
H O
Z H
W
�5
U�
ON
t] H
wW
H
LL O
W Z
U=
O
Z
i
t
i
i
i
i
r
Scope of Work (please provide detailed information):
Call before you Dig: 1- 800 - 424 -5555
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District
❑ .. Tukwila Water District #125 El... Highline ❑ .. Renton
❑ Water Availability Provide
Sewer District
❑ .. Tukwila ..ValVue ❑... Renton ❑ .. Seattle
❑ .. Sewer Use Certificate ❑ ... Sewer Availability Provided ❑... Approved Septic Plans Provided
❑ .. Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department.
Suhnfitted with Application mark boxes which apply):
Civil Plans (Maximum Paper Size - 22" x 34 ")
❑ .. Technical Information Report (Storm Drainage) — El ... Geotechnical Report ❑ ... Traffic Impact Analysis
❑ .. Bond ❑ .. Insurance ❑ .. Easement(s) [I ... Maintenance Agreement(s) ❑ ...Hold Harmless
Proposed Activities (mark boxes that apply):
❑ .. Right -of -way Use - Nonprofit for less than 72 hours ❑... Right -of -way Use - Profit for less than 72 hours
❑ Right -of -way Use - No Disturbance El ... Right -of -way Use - Potential Disturbance
'[ Construction/Excavation/Fill - Right -of -way
Non Right -of -way
Total Cut 2.00 cubic yards
Total Fill 100 cubic yards
❑. Work in Flood Zone
Storm Drainage
❑ .. Abandon Septic Tank
❑ .. Curb Cut
❑ .. Pavement Cut
❑ .. Looped Fire Line
1/
W
M
WO#
WO#
WO#
Private
Private
El ... Grease Interceptor
El ... Channelization
❑ ... Trench Excavation
El ... Utility Undergrounding
❑ .. Deduct Water Meter Size ........
a]
; . I
r
i
t
I
1
i ❑ .. Sanitary Side Sewer
❑ .. Cap or Remove Utilities
..l: ❑ .. Frontage Improvements
❑ .. Traffic Control
"; k ❑ .. Backflow Prevention - Fire Protection _
Irrigation
ri
s' Domestic Water
j: ❑ .. Permanent Water Meter Size... "
.. Temporary Water Meter Size.. "
' ! ❑ .. Water Only Meter Size............ "
t ❑ .. Sewer Main Extension ............Public
❑ .. Water Main Extension .............Public _
FINANCE INFORMATION
Fire Line Size at Property Line Number of Public Fire Hydrant(s)
❑ .. Water ❑ .. Sewer ❑ .. Sewage Treatment
Monthly Service Billing, to:
Name: Day Telephone:
Mailing Address: Ci ty State Zip
Water Meter Refund/Billing:
Name: Day Telephone:
Mailing Address: City State Zip
.,,,,.x,. • ,�i � � -.. ;- raS:��a'ivar,�r.ti:,cr.�taw
Z
3:Z
�W
QQ
JU
UQ
W=
H
CO U
u.I 0
9Q
to
= d.
�W
Z
F-
Z o
W
W
U�
N
OH
WW
H0
LLI Z
U=
O H
Z
* # r
" WORKS PERMIT INF2. RMATION
206 -433 0179
Scope of Work (please provide detailed information):
Call before you Dig: 1- 800 - 424 -5555
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District
❑ .. Tukwila Water District #125 El... Highline ❑ .. Renton
❑ Water Availability Provide
Sewer District
❑ .. Tukwila ..ValVue ❑... Renton ❑ .. Seattle
❑ .. Sewer Use Certificate ❑ ... Sewer Availability Provided ❑... Approved Septic Plans Provided
❑ .. Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department.
Suhnfitted with Application mark boxes which apply):
Civil Plans (Maximum Paper Size - 22" x 34 ")
❑ .. Technical Information Report (Storm Drainage) — El ... Geotechnical Report ❑ ... Traffic Impact Analysis
❑ .. Bond ❑ .. Insurance ❑ .. Easement(s) [I ... Maintenance Agreement(s) ❑ ...Hold Harmless
Proposed Activities (mark boxes that apply):
❑ .. Right -of -way Use - Nonprofit for less than 72 hours ❑... Right -of -way Use - Profit for less than 72 hours
❑ Right -of -way Use - No Disturbance El ... Right -of -way Use - Potential Disturbance
'[ Construction/Excavation/Fill - Right -of -way
Non Right -of -way
Total Cut 2.00 cubic yards
Total Fill 100 cubic yards
❑. Work in Flood Zone
Storm Drainage
❑ .. Abandon Septic Tank
❑ .. Curb Cut
❑ .. Pavement Cut
❑ .. Looped Fire Line
1/
W
M
WO#
WO#
WO#
Private
Private
El ... Grease Interceptor
El ... Channelization
❑ ... Trench Excavation
El ... Utility Undergrounding
❑ .. Deduct Water Meter Size ........
a]
; . I
r
i
t
I
1
i ❑ .. Sanitary Side Sewer
❑ .. Cap or Remove Utilities
..l: ❑ .. Frontage Improvements
❑ .. Traffic Control
"; k ❑ .. Backflow Prevention - Fire Protection _
Irrigation
ri
s' Domestic Water
j: ❑ .. Permanent Water Meter Size... "
.. Temporary Water Meter Size.. "
' ! ❑ .. Water Only Meter Size............ "
t ❑ .. Sewer Main Extension ............Public
❑ .. Water Main Extension .............Public _
FINANCE INFORMATION
Fire Line Size at Property Line Number of Public Fire Hydrant(s)
❑ .. Water ❑ .. Sewer ❑ .. Sewage Treatment
Monthly Service Billing, to:
Name: Day Telephone:
Mailing Address: Ci ty State Zip
Water Meter Refund/Billing:
Name: Day Telephone:
Mailing Address: City State Zip
.,,,,.x,. • ,�i � � -.. ;- raS:��a'ivar,�r.ti:,cr.�taw
Z
3:Z
�W
QQ
JU
UQ
W=
H
CO U
u.I 0
9Q
to
= d.
�W
Z
F-
Z o
W
W
U�
N
OH
WW
H0
LLI Z
U=
O H
Z
i W
'MEd IC) I PERMIT' INFORMATION �= 20fr431 =3670
MECHANICAL CONTRACTOR INFORMATION
Company Name: f t
Mailing Address:
City State Zip
Contact Person: Day Telephone:
E -Mail Address: _ _ Fax Number:
Contractor Registration Number: Expiration Date:
* *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance"
Valuation of Project (contractor's bid price): $ Zy
Scope of Work (please provide detailed information): I - s S A -1 t fl- rS`t' - r i ►-3
Use: Residential:
New
....
Replacement ....
❑
Commercial:
New
.... ❑
Replacement ....
❑
Fuel Type Electric .....
❑
Gas....
Other:
0 -3 HP/ 100,000 BTU
Indicate type of mechanical work being installed and the quantity below:
Unif T e
Unit Type:
Qty
Unit Type:'
Boiler/Compressor: '
Furnace<100K BTU
l
Air Handling Unit
>= 10,000 CFM
Other Mechanical
Equipment
0 -3 HP/ 100,000 BTU
Furnace>100K BTU
Evaporator Cooler
3 - 15 HP /500,000 BT - .•
Floor Furnace
Ventilation Fan
15 -30 HP /1 000 00BTU
Suspended/Wall/Floor
Mounted Heater
Ventilation System
30 -50 HP11,750,000 BTU
Appliance Vent
Hood
50+ HP /1,750 000 BTU
Heat/Refrig/Cooling
System
Incinerator - Domestic
Air Handling Unit
<= 10,000 CFM
Incinerator - Comm/Ind
,;PERMIT APPLICATION NO'>ES Applicable .to all permits in this applicahon
Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to
possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The
Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in
Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY
OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING
Print Name: , n
Date:
Day Telephone ,� 7 1-4
Mailing Address: ki
City State Zip
Date Application Accepted: Date Application Expires: Staff Initials:
Z
W
JU
UO
C') 0
CO W
J =
H
CO LL
WO
U.
= 0
F W
Z
H
E- O
W ~
W
U
O-
0 1.-
W W
H�
-O
Z
W
CO
O
Z
PUBLIC WORKS BULLETIN 1A
TYPE C PERMIT FEE ESTIMATE
PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION
PW may adjust estimated fees
PROJECT NAME G Oc. LI L_Z� t I C�
PERMIT # —�-�
1.
APPLICATION BASE FEE
s250(1)
2.
Enter total cost for each improvement category:
Free
51-100
General
101-1,000
$37.00
Erosion prevention
$49.25
10,001 — 100,000
Water
PLUS $24.50 for each additional 10,000 or fraction
Sewer
3 5�
100,001 — 200,000
Storm water
1 Sj
PLUS $13.25 for each additional 10,000 or fraction
Road /Parking /Access
thereof.
200,001 or more
A. Total Improvements
/,tee -e7
3.
Calculate improvement -based fees:
B. 2.5% of first $100,000 of A.
C. 2.0% of amount over $100,000,
but less than $200,000 of A.
D. 1.5% of amount of $200,000 of A.
c=
4.
TOTAL PLAN REVIEW FEE (B +C +D)
(4)
5.
Gft'ADING'PIan Review and Permit Fees
$ 3 '� (5)
Enter,total excavation volume 7--c>
cubic yards
Enter total fill volume 1 as
cubic yards
Use the following table to estimate the grading application fee. Use the greater of
the excavation and fill volumes.
QUANTITY
RATE
IN CUBIC YARDS
Up to 50 CY
Free
51-100
$23.50
101-1,000
$37.00
1,001— 10,000
$49.25
10,001 — 100,000
$49.25 for 1 10,000,
PLUS $24.50 for each additional 10,000 or fraction
thereof.
100,001 — 200,000
$269.75 for 1 100,000,
PLUS $13.25 for each additional 10,000 or fraction
thereof.
200,001 or more
$402.25 for 1 200,000,
PLUS $7.25 for each additional 10,000 or fraction thereof.
rITY qF TIDED '
J U'Vt 0 .
�� zoos
PERMIT Lciv'rER
TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION
(1 +4 +5) $ I
The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the
submission of the application /plan and 2) a follow -up review associated with a correction letter.
Each additional review, which is attributable to the Applicant's action or inaction shall be
charged 25% of the Total Plan Review Fee.
Approved 09.25.02
Revised 03.18.03
Revised 05.13.03
' DADS/ - /P/
z
�w
D
00
�o
J
T LL
w
L J
Q
=
�w
Z =
z 0
w
w
U
off
ww
U
LL 0 .
w
z
CO
O
z
v
PUBLIC WORKS BULLETIN 1A
TYPE C PERMIT FEE ESTIMATE
PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION
PW may adjust estimated fees
o d
6. Permit Issuance/ Inspection Fee (B +C +D) ?„3� ! , . w $ Z� (6)
7. Pavement Mitigation Fee $ (7)
The pavement mitigation fee compensates the City for the reduced life span due to removal of
existing roadway surfaces. The fee is based on the total square feet of impacted pavement per
lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to
estimate the pavement mitigation fee.
Aaarox. I Pavement Overlay and
z
�z
�w
QQ
JU
UO
�o
J �
�w
w 0
Ua
co
=
w
z�
1 - 0
z �--
w
Do
o�
wW
O
..z
w
co
O
z
PUBLIC WORKS BULLETIN 1A
TYPE C PERMIT FEE ESTIMATE
PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION
PW may adjust estimated fees
9. TOTAL OTHER PERMITS
A. Water Meter — Deduct ($25)
B. Flood Control Zone ($50)
C. Water Meter — Permanent*
D. Water Meter — Water only*
E. Water Meter — Temporary*
* Refer to the Water Meter Fees in Bulletin 1
Total A through E $
(g)
10. ADDITIONAL FEES
A. Allentown Water (Ordinance 1777) $
B. Allentown Sewer (Ordinance 1777) $
C. Ryan Hill Water (Ordinance 1777) $
D. Special Connection (TMC Title 14) $
E. Duwamish $
F. Storm Drainage Mitigation $
G. Other Fees $ /
Total A through G $ ( (10)
DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10)
ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE
This fee includes two inspection visits per required inspection. Additional inspections (visits)
attributable to the Permittee's action or inaction shall be charged $47.00 per inspection.
Approved 09.25.02 3
Revised 03.18.03
Revised 05.13.03
z
3:z
�w
QQ
W
00
Co 0
wz
w.
w
U -
co
=
I .-w
z
P
ZO
UJI w
D0
0 -.
01--,
wW
F--
LL 8
z
U=
O
z
A W
C� x : T908 �{ C of Tukwila
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
RECEIPT
Parcel No.: 1422600100
Address: 3805 S 132 PL TUKW
Suite No:
Applicant: CASCADE GLEN - LOT 10
Permit Number D04 -184
Status: ISSUED
Applied Date: 06/09/2004
Issue Date: 07/21/2004
Receipt No.: R04 -01509
Initials: SKS
User ID: 1165
Payment Amount: 47.00
Payment Date: 11/09/2004 03:23 PM
Balance: $0.00
Payee: JAY KIEROUZ
TRANSACTION LIST:
Type Method Description Amount
Payment Cash 47.00
ACCOUNT ITEM LIST:
Description Account Code Current Pmts
------------------------ - - - - -- ---------- - - - - -- ------ - - - - --
BUILDING INVESTIGATION 000/322.800 47.00
Total: 47.00
Z
W�
00
U) o
Cl) u..
w
LLQ
cr)
T
W
F- O
Z F--
W
U�
O W.
Q F-
WW
2
F-
�.
LL O
.Z
VY
w
O ~�
Z
doc: Receipt Printed: 11 -09 -2004
�.. City of Tukwila
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 ! (206) 431 -3670
I
RECEIPT
Parcel No.: 1422600100 Permit Number D04-184
Address: 3805 S 132 PL TUKW Status: ISSUED
Suite No: Applied Date: 06/09/2004
Applicant: CASCADE GLEN - LOT 10 Issue Date: 07/21/2004
Receipt No.: R04 -01042
Initials: SKS
User ID: 1165
Payment Amount: 55.44
Payment Date: 08/09/2004 03:00 PM
Balance: $0.00
Payee: DREAMCATCHER HOMES LLC
TRANSACTION LIST:
Type - - - -- Method Description Amount
- - - - --
Payment Check 3931 55.44
ACCOUNT ITEM LIST:
Description Account Code Current Pmts
------------------------ - - - - -- ---------- - - - - -- ------ - - - - --
BUILDING - RES 000/322.100 33.60
PLAN CHECK - RES 000/345.830 21.84
Total: 55.44
&A' S 03/10 1716 TOTAL 55--44
} doc: Receipt Printed: 08 -09 -2004
I
Z
I1-�
;�-- Z
W W
0
Cj 0 0
co W
J �
N LL.
WO
L L
=
�. W
z=
1— O
z i--
W
U�
O N
0 F-
W W'
H�
W Z
O i= X .
~
Z
z
t
i
1
}
1
i
w"A.
r . 9oe Ci of Tukwila
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
RECEIPT
Parcel No.: 1422600100
Address: 3805 S 132 PL TUKW
Suite No:
Applicant: CASCADE GLEN - LOT 10
Permit Number:
Status:
Applied Date:
Issue Date:
D04 -184
APPROVED
06/09/2004
z
z
�w
QQ
JU
00
U) o
J =
H
WU.
w
U. j
co
=w
z 3:.
H O
z r -.
w
5:
U�
O
CO
o F--
W W
�U
UL F"
l!! N
F-
0
rr-
Z
Receipt No.: R04 -00931
Initials: SKS
User ID: 1165
Payment Amount:
Payment Date:
Balance:
2,193.83
07/21/2004 02:52 PM
$0.00
Payee: DREAMCATCHER HOMES, LLC
TRANSACTION LIST:
Type Amount
- - - - -- Method Description - - - - --
Payment Check 2399 2,193.83
ACCOUNT ITEM LIST:
Description Account Code Current Pmts
Total: 2,193.83
(� ;� V� 5
doc: Receipt Printed: 07 -21 -2004
ff
i 4
BUILDING - RES 000/322.100 2,102.55
PLAN CHECK - RES 000/345.830 7.28
PW LAND ALT PERMIT FEE 000/342.400 54.50
PW PERMIT /INSPECTION FEE 000/342.400 25.00
STATE BUILDING SURCHARGE 000/386.904 4.50
i
ti
..� City o f Tukwila
r9oe
i 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
I
RECEIPT
Parcel No.: 1422600100 Permit Number D04 -184
Address: 3805 S 132 PL TUKW Status: PENDING
Suite No: Applied Date: 06/09/2004
Applicant: CASCADE GLEN - LOT 10 Issue Date:
Receipt No.: R04 -00691 Payment Amount: 1
Initials: SKS Payment Date: 06/09/200411:13 AM
User ID: 1165 Balance: $2,175.35
Payee: DREAMCATCHER HOMES LLC
i
TRANSACTION LIST:
Type - -- Method Description - - - - -- Amount
- - - - - -- -- - - - - -- ---------------------------
Payment Check 2379 1,671.38
i
I .
ACCOUNT ITEM LIST:
` Description Account Code Current Pmts
------------------------ - - - - -- ---------- - - - - -- ------ - - - - --
PLAN CHECK - RES 000/345.830 1,359.38
PW BASE APPLICATION FEE 000/322.100 250.00
! PW LAND ALT PLAN REVIEW 000/345.830 37.00
PW PLAN REVIEW 000/345.830 25.00
Total: 1,671.38
.--- :665.06109 9716 TOTAL 3430.i.2
doc: Receipt - Printed: 06 -09 -2004
Z
W
U O
co W
N o
J =
U.
W
LLQ
CO
=
�w
F-
11-
Z F--
w
w
�5
U
O N,
:0 F-
w w
r~
U
LL Z
L1!
O H
Z
INSPECTION RECORD /
i
Retain a copy with permit
INSPECTION N0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER 3670
�a
P )ect: /t
Type of Inspection:
A s:
s, f
Date Called•
� -X
pecial Instructions:
Date Wanted: a,m,
"0 pW.
Reque ::
Ph ne No:
Appro per applicable codes. Corrections required prior to approval.
N 13
COMMENTS: '' 1
W d V'1n - t l v1n Ian. �'
r i
Inspector:' } Date:
Receipt No.: Date:
Fj $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
Paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection.
Z
�Z
� W
QQ�
3
UO
U o
co Uj
J =
�LL
WO
2�
9a
U�
=
�W
Z
I— O
W
5.
U
co
OH
WW
111 Z
U N
H
O ~.
Z
INSPECTION RECORD
L�
Retain a copy with permit 1�
INSPECTION NO. PERM
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206),43"- 670
Proje
r- G C U Jo r
Type of Inspection:
Address:
Date Called:
Special Instructions:
Date Wanted: a.m.
�) S p.m.
Requester:
Phone No:
Inspector. •, j Date: 2
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.: Date:
Z aa
S Z
~ W
J0
cU 0
NO
to W
W =
�U-
WO
L L
U
=d
�W
Z=
t•-
H O�
W W
�O
U
O�
0 F-
W W
u. O
.. Z
N
O
Z
INSPECTION RECORD '
Retain a copy with permit WO �'
INSPECTION NO. PERMIT O
CITY OF TUKWILA BUILDING DIVISION,
63 Southcenter Blvd., #100, Tukwila, WA 98188 (06) 31 33670
Pr j�ect:
Type of Inspection:
A" r ss: // ,, ��}} n/
Date Called:
D
Special Instructions: r r'1�
Date Wante r a.m.
V
F vzxh
r w
Requester:
!a2
tt
Phone No:
(-
( -.
M Approved per applicable codes. El Corrections required prior to approval.
COMMENTS:
I
Inspecto : Date:
iE REQUIRED. Prior to inspection, fee must be
Blvd., Suite 100. Call to sechedule reinspection.
F] $58:00'I(EINSP
paid at 6300 So
l
Receipt No.: Date:
11 WI I
I
Z
�Z
IX W
QQ �
JU
UO
Cl
C0
U) �
W�
J
LL Q
co
=
�W
Z
F-
H O
W
2 5
U�
in
0 F-
W W
111 Z
U N
H �
O
Z
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
S�
F,
r e
J�
Type of Inspectio,
n
s:
(C
Date Called:
Special Instructions: �
��� ����� � •
Date Wanted: _ a.m.
Requester:
Poong No:
Approved per applicable codes. FA required prior to approval.
COMMENTS:
/?
P_
f
24 rrv,cr
c3 .
4z C ,,r7 !r7 f
$58.00 REINSPECTIOK FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection.
'l
5
Z
H
~ W
UO
O
co
�w
w�
U.
(0d
= W
Z f..
H O
Z h-
WW
U�
0 H
w W
LL Z
�s
oIr-
Z
INSPECTION RECORD
Retain a copy with permit
INSPECTION N0.
CITY OF TUKWILA BUILDING DIVISIC
6300 Southcenter Blvd., #100, Tukwila, WA 98188
(206)431 -3670
Project
Type of In ection:
Add r s: a
Date Called:
Special Instructions:
Date Wanted: ----a
Requester:
Phone No:
Approved per applicable codes. F1 Corrections required prior to approval.
Inspector: e l u uate:
F $47.00 REINSPECTION F E REQUIRED. Prior to inspection, fee must be
5 paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.: Date:
Z
11-:
'~ W
IX
Zi U
00
Ui 0
J
C0 ILL
w
g
L L
Nd
= W
Z�
I— O
Z I—
W
W
U�
O N
OH
WW
W Z
tll
Cl)
O
Z
INSPECTION RECORD1 -. S
Retain a copy with permit 'T
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Project: Ca5CQde Glen
Type of Inspection:RnaI P
Address: 3gh5 S 1�2rj p'
Date Called: 2-61
Special Instructtiions:
�Qt' o
/ 1 1 00
Date Wanted: t a.m.
'"1
1 0 - 05
Requester:�� Ll
Phone N o: 20b --3oo- 63
Fl Approved per applicable codes. F1 Corrections required prior to approval.
OV3
L �f ■
Inspector: 6v Date: J U - 2 f
Receipt No.: Date: 7
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
1
f
Z
+-Z
'~ W
3
UO
N
J =
W
WO
U.
=
�.. W
Z
1-0
Z 1--
W
U�
ON
OH
WW
U_
LL. 0
Z
U=
O
Z
eD
Earth Consultants, inc
C'MIMInkal[]Igirt m SCktiriLsis
Cai -amobn Testing a ICAO I WADO Ulyttrlbn "ims
1805136th Place N.E., Suite 201 • Bellevue, WA 98005
Bellevue (425) 643.3780 • Toll Free (888) 739 -6670
FAX (425) 746 -0860
DAILY FIELD REPORT
P t Job Location
General Contractor I General Cc
Contractor
Grading Foreman
Rep.
�'1- r . at::
Travel Time
Permit No.
Job No.
Time Off Site
'L "Ll S
Miles
Hrs. Charged
''L
Page of
1 1
4' 1 G I oS
WoMher
Visitors
Received Unchecked By
Checked By I Date
Report No. '
�r
Day of Week
Are approved Plans /Permits on -site ❑ Yes ❑ No If No, contact the building department or explain below:
Project No. Permit No.
COPY TO: CONTINUED ON NEXT PAGE ❑
.!1'• :;:.,.r.�.cyd ,....:�i: :i},,:,4..5'> rw...w'.;....t, :]s:...+�,v},nin:. > <.N.v.r '.uru� 'W' di.� 3Yct.:ti::aa�tk3.a}::,
z
~ W
�U
UO
to t]
C0 Lu
J =
H
to LL
w
LLQ
to
1 0
uj
Z
t- O
W
�j
U�
ON
Q 1—
WW
H� LL
O
W z
U=
O
Z
t -_) C
cam" I
1
C 41
f
i1
r
'Y
•
v
1
cv� 1 1
GXc C..i0CC'___
`
a(
�--
( rSoo
o.� r \ O C
c
(
V
c.ct
C G
O
CH �
c_Kr '` d
cc(\ t n c%- t-e
ec _jD rvl '1 e - e C f (
711 r - 4 1 61
v
+r.
COPY TO: CONTINUED ON NEXT PAGE ❑
.!1'• :;:.,.r.�.cyd ,....:�i: :i},,:,4..5'> rw...w'.;....t, :]s:...+�,v},nin:. > <.N.v.r '.uru� 'W' di.� 3Yct.:ti::aa�tk3.a}::,
z
~ W
�U
UO
to t]
C0 Lu
J =
H
to LL
w
LLQ
to
1 0
uj
Z
t- O
W
�j
U�
ON
Q 1—
WW
H� LL
O
W z
U=
O
Z
INSPECTION RECORD
2�4 Retain a copy with permit
INSPECTION NO.
I N
CITY OF TUKWILA BUILDING DIVISIO
6300 Southcenter Blvd., #100, Tukwila, WA 98188 W 4(2)
Project;,
4 � 5 e
Type of Inspecti n:
Address:
Date C5110.
Special Instructions:
Date Wanted: - M
P -- m -
Request6r:
Phone No:
Receipt No.: Date:
Z
Z
W
00
(/)(3
CO) W
Uj X
J l.—
S2 U-
Uj O.
U-
0)
x a
Z
O
5
W W
(.5
ILL
0
--z
W
Z
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PE MI
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670
Phone No:
A
Approved per applicable codes. Corrections required prior to approval.
Prot
-A 6� ��—
Type of Inspection:
( `�//' 4 1
Address:
Date Called;
Special Instructions:
Date Wanted:
Z
Z
W
U
0
C0 W
W
-J
C0 LL
O..
LL
co )
TO
�- W
z
0
Z
W LLJ
5
L)
ON
.10 H.
W W
0
Z�
tll
M
0
Z
;t , , 1, .
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT
CITY OF TUKWILA BUILDING DIVISION '� .
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670
Pr ojec
, p
Type of Inspection:
Address:
Z3
Date Called:
Speciannstructions*
Date Wanted: -' M.
Requester:
Phone No:
Receipt No.: e:
z
Uj
�U
00
U) C3
Cl) W
UJI
U) U.
W O
LL
Cj)
-+(3
LU
0
W
�_
LLJ jLj
5
C0
0
W U j
Z
(1)
Z
I I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD
2 c:�D Retain a copy with permit
INSPECTION NO. PERMI 0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670
Project-
C-04
Type of Inspection:
C I
Address
--'
Ua' Ca
SpeTa'l Instructions!
Date Wanted:
Requeste'r:
Phone No:
Receipt No.: Date:
-.-_T 7
Z
3:
Z
W
00
N
C0 W
W
J
!2 LL
W 0
U-
Cl)
C%
W
Z 3:
ZO
W LLI
5
cl)
O WW
LL 0
- - z
W
P
o
Z
I I -
paid at 6300 Southcenter Blvd., Suite 1 00. Call to schedule reinspection.
INSPECTION RECORD'
Retain a copy with permit
INSPECTION NO. PERMIT
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
roj ct:
Type. of I
spectio \:
/
U
A
Date Called:
Special Instructions:
Date Wanted:
' j�
V� p.m
( " I
Requester:
JVZ9)
I Receipt No.: Date:
Z
W
tn
I I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD
21
Retain a copy with permit _ S
INSPECTION NO. - 9 PER N
` CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 431 -3670
L
Fl Approved per applicable codes.
r ,ject:
V �
Txpe of I� speF ion:
vl A V44
Add
O i
ti Called:
l%
D
Special Instructions:
L (_AJ n
Date Wanted:
a.m.
p'
Requester:
i
0 '
M0
Corrections required prior to approval.
COMMENTS:
A . 11 O
L (_AJ n
onl3r�-11 in fIle(- I 1-)� e I -OA
1
Inspector: Date:
Receipt No.: Date:
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Z
;~ Z
�W
JU
UO
ND
C0 W
J =
ULL
WO
�5
u_ Q
UD
=
Z
F-
!— O
W H
�j
U�
ON
o l--
WW
H �.
�Z
lli
U=
O
,Z
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISI
6300 Southcenter Blvd., #100, Tukwila, WA 98188
0."
)431-3670
Project: 6
Type of Ins e tion• 5
Add
- I *90 2--'
t: 41)ate
'7
Rate ME
Special Instructions:
Wanted
];� -04�
Requester:
Phone No:
Approved per applicable codes. FlCorrections required prior to approval.
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection,
Rec'elpt No.:
LA7
Z
� 1--:
Z
cc W
�U
U 0
to a
W =
S2 LL
WO
LL
U)
CF
0
z 16-
UJ UJ
2 5
D a
0 C0
0 —
a
11.1 LLI
3: U
LL
z
0
z
M
f
INSPECTION RECORD
` Retain a copy with permit
INSPECTION NO. PER I N
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Projec •
Type of Insp tion:
Ad ress: 2
zAo 3
Date Calle
Spfcldl Instructions:
Date Wanted: a.m.
Requester:
Phone No:
Approved per applicable codes. Corrections required prior to approval.
MENTS:
Inspector: "- Date: L�
$47.00 REINSPECTION FE REQUIRED. Prior to inspection, fee m st be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.: Date:
Z
1 =H
iF' Z
W
QQ�
JU
U0
CO WW
N LL
WO
LLQ
to :3
=
F. W
' Z F
F- O
2 F-
25
UO
ON
o I—
WW
H�
11 O.
..Z
co
O
Z
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERM M NID.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 -3670
Fl Approved per applicable codes. bCorrections required prior to approval.
COMMENTS:
r , ter
42
i Inspector:,
Date:
F $47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins . pection.
Pr e t:
- G 2v�
-C Inspect; k ect,
'7010 *
4
A0 d
Date galled:
Special Instructions: 1
ate Wanted: am.
ov
Requester:
jv'(L�:L
hone _No:
I Receipt No.: I Date: I
Z
Z
W
00
(/)a
CO) LLJ
W
LL
w
2 �
9 :3
LL
Z
F- 0
Z H
LLI Uj
5
C0
'0—
o ff
LLJ 1111'
Z.)
LL O.
Cd Z'
(L)
7P
0
Z
INSPECTION RECORD
Retain a copy with permit
INSPECT INSPECTIM N0. �E T i
CITY OF TUKWILA BUILDING DIVISION,- 5
6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 ) 1 -3670
Project: a
ype of Inspe ion:
i
Address: ,
i
Date Called:
Special Instructions:
Date Wanted
Requester:
Phone No:
Receipt No.: Date: —
L.yy
Z
W
JU
UO
W=
S2 U.
W O
La
N�
=
F. W
Z
F-
WO
�5
U�
ON
0 11--
W LLJ
H H
u. O,
ill Z
U=
O
Z
U $47.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD -
Retain a copy with permit
INSPECTION NO. P T.
CITY OF TUKWILA BUILDING DIVISIO _ / •
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 )431 -3670
Proj t: T
Type of In� ction: /
Acldmss : ~
0 Approved per applicable codes. Corrections required prior to approval.
"�' r
i
Receipt No.: Date:
tJ paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
z
;= Z
�W
QQ�
JU
0
(0 0
co Uj
J
S2 LL
WO
I_j
LL
co
= W
H
Z Y—
F- O
z F_
UJI W
U�
O -,
o E_
W
H
LO
w z
U=
O
Z
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Pro' ct:
LAO 17 (
Type o nsp ction:
AdM6,!5 � �
Date Called: (
/
Spcial Instructions:
Date Wanted: a.m.
a 0 p•
Requester:
hQne o:
Approved per applicable codes. Corrections required prior td
COMMENTS: ' ' ✓
1y
$47.00 REINSPECTION ME REQUIRED. Prior to inspection, fee mugt be
i
i paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
j Receipt No.: Dat
i
i
...,........ «.u..a.. ....,..:,' ......�..... »..: ir.: i:.'. 1-..` 6�:......:«. a.j.:. Y.:... a' ai:.'... �..:::�.'.."w,......✓.':++i+i:4
Z
a�
" W
UO
N
C0 w
J H
�LL
w�
U.
= w
I— O
W
�5
�O
U
ON
o F-
LU W
LL Z
ll.)
U=
O
Z
IF
INSPECTION RECORD
Retain a copy with permit l �'
INSPECTION NO.
:�� CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Pro'ect:.. Type of Inspection
a 1<
Address: Date Called: 1 `
. Speci ns ctions: Date Wanted:
Requester:
Phone No:
0 43T 3670
r
a. m.
"P.M.
Approved per applicable codes. Corrections required prior to approval
`'.... ..
--w
1
r
14 r
-77
r,
dAG
ti
Inspector. r. Date:
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at b300.Southcenter. Blvd., Suite 100. Call to schedule reinspection.
Recelpt No.: Date:
i
;i
t
8 "
Z
�~ W
fY �
3
U0
N
C0 Ill
J H
Nti
WO
2�
9Q
se
W
Z
H
F- O
LLJ
W
U�
O N
o�-
WW
H H
LL Z
U=
O
Z
63.00 Southcenter Blvd., *100, Tukwila, WA 98188 (206)431-
ai
Approved per applicable codes. orrections required prior to approval
547. REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
:.pald att300Southcenter Blvd., Suite 100. Call to schedule reinspection.
.�"Jgecelpt No.: ( Date:
. ............ ..
Z
LLI
D
JU
0
UD
CO W
W
V) L.L
WO
LL
= a
l.- LU
Z r
Ir- 0
W
�-
W L
5
(3
0 CO
0
0 H
LU W
X C.)
L 1--
L 0
z
Cf)
0
z
P1
V4�
A--e
yyN
547. REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
:.pald att300Southcenter Blvd., Suite 100. Call to schedule reinspection.
.�"Jgecelpt No.: ( Date:
. ............ ..
Z
LLI
D
JU
0
UD
CO W
W
V) L.L
WO
LL
= a
l.- LU
Z r
Ir- 0
W
�-
W L
5
(3
0 CO
0
0 H
LU W
X C.)
L 1--
L 0
z
Cf)
0
z
W
D
Uo
(/)a
(1) LU
LU T-
LL
w 0
LL
Cl)
LLI
0
UJ UJ
2 5
D 0
ON
01-
LI J
L)
F- p
LL
0,
z
cr)
.z
Pr!Djert* Type o spec Q n:
nA
Address: Date Called:
Special Date Wanted:
a.m.
p.m.
Requester:
Phone No:
ve�d plicable per ap codes. Corrections required prior to approval.
Inspector -D I Da te:
0 147.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
pa at
pa id, 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
IReceipt No.:
Date:
Z
Z
w
2
60
1 0
00
NO
CO) LLJ
J
CO) U.
0
LL
UJ
z x
Ir-
0
R
W LU
5
CO
0—
O N
UJ L U
(. 5
LL 0
Z
W CO
0
tr-
Z
i
INSPECTION RECORD
INSPE , N N o. Retain a copy with permit P
CITY OF TUKWILA BUILDING DIVISION R A�
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Pro' ct:
� V /
�
Approved per applicable codes.
Receipt No.: Date:
Corrections required prior.to approval.
!E REQUIRED. Prior to inspection, fee must be
Blvd., Suite 100. Call to schedule reinspection.
F1 $47.6b•RCINSPI
paid at 6300 So
Z
H
:F— W .
JU
UO
C O a
co W=
S2 LL
WO
LQ
co
= W
H
Z�
ZO
WW
U�
O N
o F-
WW
LL
Z
L11
U=
O
Z
Type of I pection: � �•
rSloecial s:
Date Called:
ns: Inst cti
/ X
Date Wanted: O . m.
p.m.
Requester: 1.
Ph No: n �
q
Receipt No.: Date:
Corrections required prior.to approval.
!E REQUIRED. Prior to inspection, fee must be
Blvd., Suite 100. Call to schedule reinspection.
F1 $47.6b•RCINSPI
paid at 6300 So
Z
H
:F— W .
JU
UO
C O a
co W=
S2 LL
WO
LQ
co
= W
H
Z�
ZO
WW
U�
O N
o F-
WW
LL
Z
L11
U=
O
Z
INSPECT& RECORD
l Retain a copy with permits -' ` �U
INSPECTION NO. PER
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Project
Jed
Type of Inspection:
Address:
d
Date Called:
Specia Instructions:
Date Wanted: a.m.
Requester:
Phone No:
Approved per applicable codes. Corrections required prior to approval.
Inspector: a D
I
U 49#/.UV KCI I IUN Mr- KCCZUIKCU. rrior to Inspection, tee must ne
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.: Date:
L.
M
Z
'~ W
UO
w�
S2 LL
WO
9�
LL Q
N�
=
F.. WW
y
I— O
W
�5
U
ON
� H-
WW
H�
LL Z
U=
O
Z
rMSM
R io � ... M M
71 1 0 12 W4
ICI)
.�.
MW
Inspector: a D
I
U 49#/.UV KCI I IUN Mr- KCCZUIKCU. rrior to Inspection, tee must ne
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.: Date:
L.
M
Z
'~ W
UO
w�
S2 LL
WO
9�
LL Q
N�
=
F.. WW
y
I— O
W
�5
U
ON
� H-
WW
H�
LL Z
U=
O
Z
INSPECTION RECORD
Retain a copy with permit 1
INSPECTION N0. p R
CITY OF TUKWILA BUILDING DIVISION S
6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)431 -3670
Pr ct:
(' "an - ( /Z A� r 1?-411 12 L
Type of In pection: (.
C IFAiA
Ad a s: w , /
1 �
Date Called
C `1
51fecral Instructions:
Date Wanted:
Requester:
�V f
Ph
t..
El Approved per applicable codes. Corrections required prior to approval.
nspector:
Date:
"4. ..,...w:.
w...
r/�
i F $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must Ye
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.: Date:
Z
~ W
�0
00
W=
�LL
w
U -
to
T
F- W
Z
H O
Z H
�5
U�
ON
0H
WW
LL
liJ Z
U=
O
Z
r i
r
� 1
nspector:
Date:
"4. ..,...w:.
w...
r/�
i F $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must Ye
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.: Date:
Z
~ W
�0
00
W=
�LL
w
U -
to
T
F- W
Z
H O
Z H
�5
U�
ON
0H
WW
LL
liJ Z
U=
O
Z
.� INSPECTION RECORD
• Retain a copy with permit S
INSPECTION N0. PE M O.'
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Pr
Type of Insp ion:
Address* ._.
S
Date Called:
Special Instructions:
Date Wanted: a.m.
O
Requester:
c / C L
I
be No:
PW
Approved per applicable codes. Corrections required prior to approval.
f \A C 61TC.
Se k-rA,
1�r��r✓�.sS -
IM
nspecta : uate:
U /D
eK oo RE INSPECfION F REQUIRED rior to inspection, fee must be
at 6300 Southcenter Ivd., Suite 100. Call to schedule reinspection.
(Receipt N O.: (Date: I
Z QQ
S�
~ W
JU
UO
to o
J =
�LL
W O.
9-1
LL Q
N =)
_C%
�W
Z
F-
F- O
Z F-.
5
U�
O N
O F-
WW
F
U- O
.Z
W
U
O F-.
Z
INSPECTION RECORD �q
(9 Retain a copy with permit ()
INSPE N NO. P RM N
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Pr - c :
M
Type of Inspe
'on:
Add �
_.,.-
ate Called:
Special Instructions:
Date Wanted:
a.m
p.m.
Requester: Nl(k
Pho Ao: U
o y�
. • 16 . -. .- ... .. ..- t IN . . -. -. . . . ... .
•
LAMM
Inspector: v Date:
IL
�--6
$47.09 REINSPECTION E REQUIRED. Prior to inspection, fee must be
aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
19eceipt No.: I Date:
z
I z
'~ W
JU
UO
U U.
J �
�w
WO
U.
CO)
=
W.
z
H
Z O
W LLJ
�p
co
0 F-
WW
F�
-O
..z
w
L)
0
z
INSPECTION RECORD
Retain a copy with permit
INSPECTION N0. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
i
Project: /1 _ Glen
Type of Inspection:11` Orm U�A�
Address: 380.5 5 `32n P�
Date Called: 11-4-04
Special Instructions: 10
's a
- Ta w,I loge rem
Y Phone
06 -V 1 l : oo.
Date Wanted:
t a
— , .m.
Requester: _ja
No.-
o--
�o �-3� !a 874
Approved per applicable codes. Corrections required prior to approval.
h�
F - O
COMMENTS:
1l / O vV •� �
`• *k
1
Inspector: er V Date:
Receipt No.: Date.
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
z
�w
JU
UO
w�
N W
W O
LLQ
co
=
�W
z
H
H O
W ~
W
U �.
oN
OH
W
W
LLI
U=
O
z
W
INSPECTION RECORD
�O Retain a copy with permit L '1 ;� Sf
INSPECTION N0, P R O
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
P ck cak- ' Type of Inspection:
' I ' i
C ��
i
Z
H
W
UO
W=
S2 U.
W O
J
u.. j
co
CY
�W
Z
H
I- o
Z�
W
U
ol-
WW
LL Z
LU
N
O
Z
-
Approved per applicable codes. Fi Corrections required prior to approval.
A ress:
Date Called.
ao
Sp cial _ ``
�
Date Wanted: q D
f (3)
"`—
2
r
&
Requester: h -�
P�UINIA:
Q1 771L) i
i
Z
H
W
UO
W=
S2 U.
W O
J
u.. j
co
CY
�W
Z
H
I- o
Z�
W
U
ol-
WW
LL Z
LU
N
O
Z
-
Approved per applicable codes. Fi Corrections required prior to approval.
INSPECTION RECORD. I
Retain a copy with permit
INSPECTION NO. PER T NO. '
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Pr 'e t:
c� 1 a
Type of Ins ection:
A s:
Date C
t ,
Special InstfructidrM
Date Wanted: a.
Requester:
P ne N
Approved per applicable codes. Corrections required prior to approval.
• &VAIMMOM
1 ♦
� �/ W,
receipt No.: Date:
Inspect Date:
if
E] S 47. REINSPECTION E REQU RED. Prior to inspection, fee must b
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
zz
W
�U
UO
CO
U) LLI
J =
NLL
WO
I.L
a
�W
Z
F-
F- O
z H
W
U�
O-
o�-
WW
H �.
LO
W z
U=
z
INSPECTION RECORD ` ,
Retain a ropy with permit
INSPECTION NO. PER
CITY OF TUKWILA BUILDING DIVISION ,
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 1431 -3670
P Eject:
Ili A C-
Typf
o, Inspe tion:
A ss.
Date Called:
01 5 - 1 , 19 4
Special Instructions:
Date Wanted: nn a.m.
V q , rp
R. t tm S ro 0 le r I �I ti p
Requester:
7 0 j pe No: Bo—
" Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
C G
0
a �I
R. t tm S ro 0 le r I �I ti p
P 11n
01 P A WIMM, i M
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd,, Suite 100. Call to schedule reinspection.
Receipt No.: Date:
zz
UQ
LO W=
�L
WO
9Q
to
�W
Zo
W
W
5
U�
O N
o F-
WW
H�
W Z
llJ
U=
O
z
t
INSPECTION RECORD �
Retain a copy with permit /
INSPECTION NO. PERMIT�f
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 1 -3670
Project:
Type f Inspection: n
Address: A ! /,o
3fl IT S'. /-1;L-
Date Called:
Special Instructions:
Date Wanted: / , j a.m,,
0 M.
Requester:
Phone No: Z O &— / �30
D Approved per applicable codes. 19 Corrections required prior to approval.
COMMENTS:
I 5-P
�
r
b vo
I ' .1 k
` S
t z
CfG
Ia.
II J
do a �o�
r
Ir V
_ 44 I
f
1 S0
0
1
4
r
15e 1 VN
Ci � 1 1 5 Ll$ .
'f' O 0 YVt
W yvpel VF
'5p
�am S C!,\ 3'
nspector: s Date:
`0 -dam
t'Y
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule-reinspection.
Receipt No.: Date:
z
W
UO
to a
W=
co U.
w
�
=w
F- _
ZO
W
U�
O N
off
WW
H�
u- O.
z
W
U=
~O H-
z
`R
L INSPECTION RECORD
INSPE ON NO. Retain a copy with permit IV PERO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Pro'e t:
Type o Inspection: Pte" H�
��/
yC/ / `
8:��/
Address: 169
Date Calle . / '
Special Instructions:
Date Want d:
p.m.
Requester, f ,
Phone No:
COMMENTS:
" 1-5 4 SS �✓
a Approved per applicable codes. Corrections required prior to approval.
d�
11
,z
spec r: Date:
,00 REINSPECTION EE REQUIRE . Prior to inspection, fee must be
►; aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
y ` Receipt No.: Date.
4l
Z
J Z
�W
J 0
UO
NO
J �
�LL
W�
LL
cf)
= W
r l T
ZH
W
U
rn
. 0 I--
WW
LL O
wZ
UN
1= _
O
Z
INSPECTION RECORD
3 Retain a copy with permit IDoy g
INSPECTION NO. PE
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Pro'ect: /
17
Type of Inspection:
eA S
Address:
3,�,0 S, /3a 1 407-m
Date Called:
C1 ' - y
Special Instructions:
Date Wanted: a.m.
- 3 0
�: / �',-✓ �.slir.a - �d,.%v
q —Oil p.m.
r5
Requester:
• � 7�r �a �
P�hone N
Approved per applicable codes.' Corrections required prior to approval
COMMENTS:
A) Ir `J f I / �/ c�R,/ —I P X O, V
5
oZ NG( /`''�a►cr� f ru
J, G � � S 5 �:�/
�: / �',-✓ �.slir.a - �d,.%v
�` /" fir/
r5
s l y .
• � 7�r �a �
v1 Sic- r' n 7 i SS i
i G CS STS'
s _
Y J'l
r
/
Receipt No.: Date: :1
Pdlu dL DJVU JVUll mr DMA., JURC 1 VV. %.Qll W JIJ MUUM 1 CI11afJCl.UV11.
Z
;X Z
� W
QQ�
JU
UO
U) U
J �
U.
WO
U. _
Cl)
�W
Z H
Z�
W
U�
O Cl)
O F-
w W
s
LL Z
fJ
U=
O
Z
r
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. q
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 d 13 6
1 !
P ect:
Typ of Inspection:
A� ,..� � � �
Date Called: 1 (-Zi)
Special Instructions:
Date Wanted L I a.m.
Requester
Pho a No:
Approved per applicable codes. Corrections required prior to approval.
I.., , N
COMMENTS:
v
f
1
i
i
i
I
I
t
t
f
Receipt No.: Date:
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
" u6�th4is .•.,.:w.sl+.+&hisuaaicY. '%. w�++ �' S" sy.. t<._: :Y.�;aA...�i.v +�; .. �i•ti:..
Z
`~ W
�U
UO
U) 0
C0 W
J �
NLL
w�
J
LL
a
W
} Z H
ZO
W.
U�
WW
� �.
ui z
U3
O
Z
INSPECTION RECORD
Retain a copy with permit
INSPECTION N0. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Project: T
Type of Inspection:
Address: 3 ,0,, S 13! 4 d t p' D
Date Called:
8--3 0+
Special Instructions: J
f
i
I
Fl Approved per applicable codes. Corrections required prior to approval. i
1 i
�lN
COMMENTS:
l� .
�.
—/WLtn ,
V l
ii aej s "
- c
Inspector: Date: 0
Receipt No.: Date: - 7
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must bE
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectior
Z
�Z
W
-J L)
cU 0
moo.
J =
(D L
W O
g
Q.
LL
=a
? !—
F- O
W H
W
U�
O-
o�-
W W
H �.
LL Z
111
U=
O H
Z
• C
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERM'
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 -3670
P ject: L � ..�
TYP f Inspectio o v`�t,�A
A �
Date Called: � h
S cia ructions:
Q
ate Wanted: o V
Requester:
PhM -- a�
��
� roved per applicable codes.
M Corrections required prior to approval.
Inspector _ Date: � /e
AO REINSPECTI FEE REQUIRED. ' Prior to inspection, fee must be
paid at 6300 Southc nter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.: Date: —7
i
1 J �
2
Z
�W
UQ
CO co W
N LL
WO
J
U. Q
N�
= O.
C W TT
{ � i
WO
W
U�
O�
o1--
W
H ~.
LL
—0
•Z
W
U=
O
Z
�' INSPECTION RECORD
INSPECTION NO. Retain a copy With permit
PER O.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670
P
P
Q4 ID
T fI t"
Yp ' - ' Pec' � ' ,)A
L�6
r ss:
I -7
ISpecial
k � �'
Date Called:
Instructions:
--
Date Wanted: m
p.m.
Requester:
I /Ij Ir
Phone No:
lX
A pproved per applicable codes. Corrections required prior to approval.
COMMENTS:
A Olt
\In-A•er Tov
4 i o
X -0 04
t e, ; \
r
CfAofr6u-eld
(�e o , TP c
rh el- le
+
I Inspector• &V ' 411A I Date: 9 - 10 - () )-) �
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
9 ,
( Receipt No.: Date:
Z
W
�U
00
to
CO W
S2 LL
WO
2 �
9 :3
U.
cf)
CY
Z Ir
Z 0
�-
W UJ
5
cf)
0—
01-
W LU
H-
LL Z
-)
O ~ Im-
Z
,..
,y. :,q •. ', ro7 ,
1�
•.ti city Tukwila j i •' o Steven M. Mullet, Mayor
= O
UJI i
Fire Department Thomas P. Keefe, Fire Chief
1 '
908
TUKWILA FIRE DEPARTMENT
FINAL APPROVAL FORM
Permit No. �!l
Project Name .JC Q�,,� C.�`c¢.(� SYVt Q S
Address 3 Bbd - Sz r Suite #
Retain ..current inspection schedule
Needs shift inspection
Approved without correction notice
Approved with correction notice issued
Sprinklers:
Fire Alarm:
Hood & Duct:
Halon:
Monitor:
Pre -Fire:
Permits:
Authoriz
FINALAPP.FRM
gnature
Rev. 2/19/98
d ( - 7 1 o__C_�
Date
T.F.D. Form F.P. 85
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439
z
w
UO
Cl) 0
J
S2 U.
WO
LLQ
(1) D
= a
�W
z
N
ZO
W
U
ON
0 F-
WW
tL O
w z
L) C0
P _
O
z
s'.:.tfi^ "�:,.,1 �' ...�'�'•r :'T^:T". —" r.:i"T^'T'_"'""'^l:'P}'�},i l �';yP't%Co- trtiC�l+' '�fr^'�' . : f '.'Ip� M RST.art ^c�F 1ki; —1 j�.- .__?'_'
0 1
J=
1 \
1908
I rZ
SS >
City of Tukwila
Steven M. Mullet, Mayor
Fire Department
TUKWILA FIRE DEPARTMENT
FINAL APPROVAL FORM
Approved with correction notice issued
Sprinklers:
Fire Alarm:
Hood & Duct:
Halon:
Monitor:
Pre -Fire:
Permits:
Authorized Signature
FINALAPP.FRM
0
Rev. 2/19/98
Thomas P. Keefe, Fire Chief
I -- / - 2 14::::'
X
Date
T.F.D. Form F.P. 85
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439
Z
Z
W
QQ �
JU
00
C0
h-
D) U.
w
LL Q
co
=
�w
Z
�_0
Z F_
W
W
U
ON
0 }-
W W
I=- H
LL O
Z
W
U=
O
Z
r ,
0
r �
MM W
IFER ING MOON
REMUM
No changes mW be nude tD the sooPS
of w ork wM md prior ipp wo at
NEE: Revisions willli mgWm a new plan ubmW
and may indude add0nal plan review fees.
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JUL' 01 2004
A U �i
City Of Tukwila
BUILDING DIVIS
R E9 1 IRl6 FOIL-
4r Madwft
QY Of Tukwila
BUILIjING
D -1�
z
�z
w w
D
UO
N 0
C0 W
J =
Cl) LL
w 0 }
F-
tL Q
Cj)
=w
z
�0
z F-
w
Do
0 C0
• o�
W W
_. U
LL o .
..Z
U N.
O E-
Z...
A
r r • • •• tit t • • • � ►. • • :.. • • • .. .
MINN. _ --1r.
1 r, as s
SEPARATE PERMIT
REQUIRED FOR:
a Meftnkai
11f Ei
D Mobing
0 Gas Piping
BUILDING DIVISION
REVIE�NMPL ANCE
C ODE CO
qvr- D
SUL 3 � 200
�Of TukW�la
I c��► 'DSION
1 _DING
"'t7 of Tukwila
BUILDING DMSION
No changes shall be name to the scope
of work wkhout prior approva of
Tukwila Bulldhrp ®Ivl M.
MORE: Revisions will require a new plan sul mtW
and may indude addMonal plan review fees.
iilnVISION N0.!
(A4 A J,0 G�tc,+ • La+ 11D
38c5 s. l32 'PI.
Doi • 164
Z
Z
W
10
UO.
(n D
J =
H
N LL
W O
J
U.
() lY
= W
Z�
�o
W
W
U�
o �-
W
L
..z
CO)
z
MITCHELL ENGINEERING INC • 7821 - 168th Ave. N.E.
Redmoonn d, WA 98052
(425) 747 -1500
a�l� OI V�
I� Ads �ow ✓�l.
(� 71
A -I, L Dar.- fizi� ► sl ,
T� T5 �-
r
REVIEWED FOR
C
FILE CO" ODE COMPLIANCE
JUL 3 0 2004
i Ci Of Tukwila
BUILDING DIVISION
JUt 2 820 94
a Op
FRM1r�
i
�.
to Ca C A*CAJk �
PREPARED BY PROJECT
4
' �' SHEET NO OF
DATE " ✓ SUBJECT �- `� �� ����.. I JOB NO.
z
Z.
UO
U �.
J
D U.,
W O
U?
cf) CY
= w
' z�
H O.
z F-
w LL J
2
U
0 H
W
LL
—O
..
w z
U N
Z
11
i � � J
........ .
Alo
rep )
-7 F
TYel-�.-AL
j
-V.
• • - - • I
PA ��AT, J os
AL Al-L
4
Z
Z
o 0
Cl) a
CO LU
�q x
CO U.
0
2�
9:3
U-
CO
UJ
Z
0 .
UJ UJ
2:5
M a
L)
N _
13 H
W U J
X
LL
fLi z co
Z
o L�
W
' a
1
Iz-
04
n
P4 I iLL
13
NOTICE: IF THE DOCUMENT IN THIS FRAME I F THE DOC MENT
s.. THIS N OTICE IT IS DUE TO THE QUALITY O
SHEAR WALL PER
PLAN 4 SCHEDULE —
2x STUDS
PER PLAN
'NOTE: NO SLAB INSUL
REQUIRED IF SLAB IS
MORE THAN 2 FEET
BELOW GRADE X
— MUD -SILL / ANCHOR z
BO LT S PER FND PLAN) Y=
(1) #4 BAR CONT • : ¢,I ' �ry
MAX. 6" BELOW
; I
FURRED WALL 4
TOP OF FND WALL
., �� I
INSUL. PER PLAN
I:: I I
MIN. I" BETWEEN
I' -O" MIN GRANULAR :'•-
GONG. d WOOD
FREE DRAINING
BACKFILL
•r `�'� •�•' ,�`�
2' - O" MIN. R - 10
WATERPROOF;;''
a '.
RIGID INSULATION
MEMBRANE
4 GONG. SLAB
#4 BAR
`all •
OVER 6 MIL. BLACK
VERT. 4 HORIZ.
I
V.B. OVER 4" FILL
(2) #4 BAR ;,`•� ' :'.,
:• �i
—
CONTINUOUS :': ° `:ti.'.': , ;
1
fti•
��
4" D I A PERF. ~• ' •'_ ' '
1 • I
..
a
.. ' .
FND DRAIN ;�• !:
II..
�.
'a
E EA
• T.• � '4I
,a
,!
•. ... . • . I
•
I I - I I - I I I I
. -�.,
....
M I I-1 I Ml I 1_ 1 i 1 -1 i 1 -1
CLEAR COVER
'' SCALE:
Il
L,4"
01
L 8" L
4"
L P = 1' -0"
8" GRAAL5FA0E /3A5EMENT
NALL
CAD Details / MITCHELL / Ret. Wall / F. crawlspace - basement
X
m
Z
= Z.
JU
00
N 0:
J
U) U.
w
9_j
u- Q
�CY
=w
z Off,
w
2 5
Da
ON
off
w
LO
-- z
U CO .
1= _
O H
z_
SHEAR
PER P
Ibd �
Ibd TOE -I`
�rjP4��
e72.
L
SHEAR
PER
SCALE : I" = 1' - 0"
SHEAR TRANSFER
1 C-T/
CAD Details / MITCHELL / Wall to Wall / A. shear wall floor
z
Z.
� Q w .
W�
`J U
U O'
U U
ww
CO) w'
w O
qq �_
U. Q
= w'
i Z
h- O:
z F-:
w
5
�o
o F-
w
H V°
..z
w
O~
11/22/2004 11:53 2538519068 CUNNINGHAM
/1� PAGE 01/05
DREA,MCAT'CHER HOMES,
LLC
FACSIMILE TRANSMITTAL. SHEET
Z
TO: FROM:
*- Z .
Uj
Dave T.atson J. Keitouz
.
4
COMPANY: DATE:
W
City of Tukwila, 11 /22/2004
00
FAX NUMBER: 'TOTAL. NO. OF PAGES INCLUDING COVER;
co Uj
1- 206431 -3665
W
P14ONE NUMBER: SENDER'% R1:FI: ENCr. NUMBER
U-
1- 206 - 431 -3678 Cascade Glen
Lij
0
RE: YOUR . CE NUMB7
1✓n& Lot 10 ( D04 -184 G10
�-�
= CY
�w
❑ URGENT ❑ FOR RFvmw ❑ PLEAsr, COMMENT X PLEAS REPLY
❑ PLF.A.SF. Rt:CXCLN
+ Z �
F— O
Z F—
W W
U �.
O�
� H
If you have any questions, please call me at (206) 300 -6874
H U
�. 0.
Thank you
Z
LLi co
J. Keizouz
o
Z
1V
Nov eD
Z
• Mf
11/22/2004 11:53 2538519068 CUNNINGHAM PAGE 02/05 NX
?4WCBML ENGINE�G INC. _ 'R . *A
(425) 74 ?.1500
i y-
'�' �
It Lt 14 c ,r/>a./ - S .aw
7
• �. G
Am� 4%0' 91 lim/ "S
As
*{
4 2 ;
e
�1 T
jvv A #44
i
i -
r T Ao
7WX, A.
NOV 22 ?004
�E���rMNG
A &Ak �j- ju.
ARC > _ ...�. �. s� �o. 4//
DATE /I l svat�cr , ' • '�� I,K. j��, XW NO. 0 2 5 l5
Z
~W
UQ
W=
cl)u-
W
J
u.
0 CY
=W
Z�
W W
U
CO
� H
W
�P
�- o
wZ
to
O
Z
11/22/2004 11:53 2538519068
low. Iv
;i
CUNNINGHAM
joe� 'Is
pr
PAGE 03/05
I IWJ47A r�o ��T � �%J f-dC,4T ,,-1
�7
ftc
N0� 2
Oeq, , 2001
r '�F�rr
Z
;H W
W U.
UQ
N
co W
W =
H
co LL
W
�QQ
LL Q
=W
Z°
W
U �
co
,0 H
W W
LL o
W
Z
0—
O
Z
11/22/2004 11:53 2538519068 CUNNINGHAM
I MrrCE ELL ENGMEERING INC.
Nolen
��n.dy sl�d�
Ts
PAGE 04/05
7921- 166tbAviL NJ&
)Mond. WA 9802
(425)747 -1SOO
Add.5 J �
/4�
jdArjk
T4WARBD BY 1 SBMW NO.
,1�OB NO.
z
Z
QQ W
W�
JU
UO
Co
w=
J
H
N u.
w
J'
LL
N
=W
Z°
U�
O co)
�H
W W.
H C.)`
LL' O
z
U=
~ O
z
11/22/2004 11:53 2538519068 CUNNINGHAM PAGE 05/05
7821 -168db Ave. ME
MITC ENGINEERING INC. mc, WA 93M
(42S)747 -ISM
NLL.
all
. I
[TIT
RECEjvc
qLT �� dam. AA- 9-
w LL�
S&A �r
_t
�� ii� }��ra. 111 +�11yf� .
Nov 2 2 2004. �
A DiNc; SMCT
'R>3p,1tBD
By- a 4 SHUT NO..�,...., oF�.
. . �.. .a; . ?•:. �.?t.��. ,•l: ,':e�'r»iQ�l•;L'.. :...t.r.=- :,I:v.�,:.nEr. lid. s: Q: tt„ la.wl`;.•ewt< ?.'S:3d+.4%..a ai...; m` i:= 1: taJiwva:�?.baE,ili;.w..a.Vr.x.c ' 4✓euJ,` ' .:3t+rwti:;abai..b: rt.u5::%Y.W. ».i�ws.siL t. o..7»:�,:�6z�.:.
Z
W
�
UO
cl)
J
N u
WO
u. Q
�
_CY
W.
' Z
F-
I— O
Z I—
uJ5
U�
co
OH
w
HU
LL
Z
w
�X.
z
MITCHELL ENGINEERING INC .
Wow:
ZA7 l04n/
GL40J
MUM
I
14,
r
' � REVIEIN.ED FOR
CODE COMPLIANCE
iiPIPRDVED
7821 - 168th Ave. N.E.
Redmond, WA 98052
(425) 747 -1500
JU 9 w��q
JUL' 0 1� 2004
�
F �0 ,4
�L 64
_
BU ING DIVISION
Mir -
2
t.-T gF*� A�j
1'
THESE CALCULATIONS ARE
COPYRIGHTED AND MAY NOT ~
b
BE COPIED WITHOUT THE
WRITTEN PERMISSION OF
MITCHELL ENGINEERING, INC, i' {>
USE OF THESE CALCULATIONS
IS LIMITED TO A SPECIFIC y
PROJECT FOR PERSONS
NAMED HEREON FOR THE 'd
CONSTRUCTION OF ONE
i, BUILDING.ANY OTHER USE OR
REUSE IS STRICTLY PROHI& • ,,, _I, �GI`S7'L�R$
RED WITHOUT THE WRITTEN ��'' � � Q C���C.�G� '; Lj1� SI GN I. t��
+; CONSENT FROM MITCHELL
F.NGINEERWG, INC.... . _.._... i 1 a''PIFIES
PREPARED BY PROJECT SHEET NO. OF
DATE - 7 T SUBJECT " :24 �� JOB NO. 4 3 75'
q—si P* 'I.""—..--,- —1--l— � r ..• ='t'+ W'.';t�:�.it:si�sii��.e.0 i d :f�. �k.t '`.4kµ ;.3.+.e'�k7d ..�+4%i �•AK. -.wo':,.+w::. . ..L. taos..+SVi:�isk56ut,Sw�•
Z
W
UO
N�
J =
�LL
w�
9�
u-
ca
=w
�O
w ~
w
U
O -.
0H
=w
LL
—0
Z
L)
o�
Z
y�
1 i
V�
U
l
N
P��
D-
Q =�
O
e .
TY?l
A Jc4oi 6 TO '9'vc Gv a fZ ;t 3 jco'1`� ltiAsfl
eci la,'d =4 0 _ bier- ATkd �,&
-
N
NOTICE: IF THE DOCUMENT IN THIS FRAM I LESS CLEAR
THE DOCUMENT. N
HIS NOTICE IT IS DUE TO THE QUA
___ __ - ..=uecr- amrvzwaas ..tea- .s- _....... >1:_... ��e�} �i. rc......,.•. isN .= ._.......�.:L�� ............ ...... ....�.._.._. ...... =.a .....- �_.._.. .. �. ._._ .. ... _
Wo
N
(3�
quht
lak vim
-- r^a ;r :- -_ fry �^- ; `•y'x, �.
4
�k �%
a�
�o
I
"L.P -4
(0 P4,. I ILL
13
I
NOTICE: IF THE DOCUMENT IN THIS FRAME F IS LESS CLEAR THE DOCUMEN H N
THIS NOTICE IT IS DUE TO THE QUALI
Q
0 11 - -:2-
9
C9
LL5 b7 - t)A /,J
5.
LI f�� �Y- ANlitl y �v
:.t: .t:. .,:, », k ��. �.r:..,.�,.ie'+i.tJi:..: ''..:, L;. :SaS�iir:. +,'�y- ?. «^�.«:k�h:ik: . .:li.ti:.r.:=:;:vir :: i:.•:. a. w.. �. �:. c...: i.+, s:,:. ::...u,.:�• ;..�a..ca•.ee.wzr:�i�w�a ':+',J :w.i.+:Ll;.:w _� ,: ,
z
Z
W
� �
JU
UO
())
J H
N LL
WO
La
�d
=w
z x'
�O
z f--
w
w
U
0- .
0 F-
WW
H FU!-
tlJ z
N
H �.
O
z
r r
2
I, /
-575
�5
z
� QQ 2.
WU
UO
N O
CO w
W =
N LL
W O
J
LL Q'
N�
= d
Z �..-.
F- O
Z F-
5
U�
ON
o H-.
WW
H H
L O
.. Z.
W
CO
O
Z
MITCHELL ENGINEERING INC • 7R - 168th Ave. N
edmond, WA 98052 .
2
(425) 747 -1500
C�P/4 1,:;1 doe- �7-4)
535 W 4L; ;,e . L' L 2 45 *F -11
7 7 ,
� 12
a i
42 ,� ?�� 72-
Z
z
W
QQ
JU
UO
U O
W =
H
W O
J
LL Q'
D
=
W
Z�
H- O
Z F-
5
U�
O N
� H
W
2
U'
0
111
Z,
U N.
O
Z
Ai
i
7 PREPARED BY ' ' PROJECT SHEET NO.
-6 OF
DATE Zk 4ja � SUBJECT JOB NO. ��
_ .._. _._�_�....— ____.._....._.,rte. - _ __._..._.`__ __�._�.,_..,...._..�_.._...._.. .___. ...____._._....._.. - - .�. .�..�...v.._�n: ass. �- xr=-.. ���x .�._.rwi.h_. ®.w........�_._ y..,.. _..r._..�_... _.... ...__ ... .. _.. _. _... .... ... _. .w... _ .. ....
SHEAR WALL SCHEDULE
Shear
Wall
Designation
Nail
Size
Nail
Spacing .
Hem -Fir #2
#/Ft
Edges
Studs
Top /Btm.
Plate
Blocking
Req'd
G24
6d
4"
4
4
No
250
P 1-6
8d
6"
12"
6"
Yes
210
PI-4
8d
4
12"
4
Yes
310
P 1 -3
8d
3
12
3
Yes
400
P2 -3
8d
3"
12"
3
Yes
800
Shear Wall Notes
1. G2 - Gypsum wallboard two sides
PI - 7/16 A.P.A. rated Plywood or Orientated Strand Board (O.S.B.) on one side of wall.
P2 - 7/16 A.P.A. rated Plywood or Orientated Strand Board (O.S.B.) on each side of wall.
2. For P1 -3 & P2 -3 shear walls use 3x studs at adjoining panel edges.
3. Nails shall be 8d common.
4. Where plywood is 2 sides of wall, joints shall fall on separate studs each side.
5. All panel edges blocked with 2 -inch nominal framing for PI -6 & P1 -4 shear walls, P1 -3 and P2 -3 shear walls require 3x
framing members at panel edges. Install panels either horizontally or vertically for plywood or A.P.A. rated sheathing, gypsum
shear walls shall be installed with the sheets running horizontally. Space nails a, 12 inches on center a intermediate supports.
6. 5/8" diameter anchor bolts shall be 10 inches long spaced a maximum ol'24 inches on center. 3/4" diameter anchor bolts shall
be 12 inches long spaced a maximum of 24 inches on center. Plate washers on anchor bolts shall be 2x2 by 3/16.
7. Refer to plans and sections for anchor bolt sizes, spacing, plates nailing etc.
a
...� .
..................................
NOTICE: IF THE DOCUMENT IN THIS FRAME OF THE MENT CL EAR - T N
THIS NOTICE IT IS DUE TO THE QUALITY
STRUCTURAL NOTES
CODE:
DESIGN IS IN ACCORDANCE WITH THE 1997 UNIFORM BUILDING CODE (U.B.C.) AS
AMENDED BY THE LOCAL BUILDING DEPARTMENT.
LIVE LOADS:
LATERAL
WIND------------ - - - - -- EXPOSURE B; 80 MPH
SEISMIC------- - - - - -- -PER ZONE 3
FOUNDATIONS:
EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY
OF 2000 PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MNIMUM OF 1' -6"
BELOW ADJACENT EXTERIOR FINISHED GRADE.
CAST -IN -PLACE CONCRETE:
F'c = 2 PSI @ 28 DAYS. MINIMUM 5 -1/2 SACKS OF CEMENT PER CUBIC YARD OF
CONCRETE AND A MAXIMUM OF 6 -3/4 GALLONS OF WATER PER 94# SACK OF
CEMENT. NO SPECIAL NSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE IS
1 -1/2 INCHES. MAXIMUM SLUMP IS 4 INCHES. ALL REINFORCING STEEL DOWELS,
ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED N POSITION PRIOR TO
POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO
FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 7 NCH MNIMUM
EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER
UNLESS NOTED OTHERWISE ON THE PLANS. MNIMUM 2 BOLTS PER SILL PLATE
PIECE. ONE BOLT TO BE PLACED WITHIN 6 INCHES OF EACH END OF THE SILL
PLATE.
STRUCTURAL TIMBER:
ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN
LUMBER, LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND
BOLTS BEARING AGAINST WOOD. ALL WOOD N CONTACT WITH CONCRETE
SHALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE. ALL
STRUCTURAL LUMBER SHALL BE NOTED BELOW:
2X FLOOR & ROOF JOIST HEM -FIR #2 ----------------- Fb = 850 PSI
4X BEAMS DOUG- FIR/LARCH #1 ---- Fb = 950 PSI
6X BEAMS DOUG- FIR/LARCH #1 ---- Fb = 1300 PSI
COLUMNS DOUG- FIR/LARCH #1 ---- Fb = 1000 PSI
LUMBER NOT NOTED DOUG- FIR/LARCH #2 ---- Fb = 850 PSI
MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL
HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES
SHALL BE NAILED. MACHINE BOLTS TO BE A -307. ANCHOR BOLTS INTO
CONCRETE SHALL BE 5/8 INCH DIAMETER WITH 7 INCHES OF EMBEDMENT INTO
md �
z
�w
QQ
JU
UO
J =
Wo
LLQ
wD
=
�w
z
�o
z�
w
W
U�
o �-
ww
LL O
.z
w
U=
O�
z
CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE
COMMON WIRE NAILS. NAILING SHALL BE N ACCORDANCE N47TH U.B.C.
SCHEDULE.
FLOOR SHEATHING:
SHEATHING SHALL BE 3/4 INCH TONGUE & GROOVE, A.P.A. RATED SHEATHNG.
SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS.
Z
UNLESS NOTED OTHERWISE NAIL WITH 10d COMMON NAILS AT 6 INCHES ON
�
CENTER AT SUPPORTED PANEL EDGES & 10 INCHES ON CENTER AT
w w
INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE
w
D
JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE.
0 0
N
ROOF SHEATHING:
wx
SHEATHING SHALL BE 7/16" A.P.A. RATED SHEATHING. SPAN RATNG 32/16,
w o
INSTALLED WITH LONG DIMENSION ACROSS SUPPORTS. PANEL EN JOINTS
SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON
CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS.
co D
=W
WALL SHEATHING:
z
SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING, SPAS RATLN- G 24/0.
PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d
w w
NAILS AT 4 NCHES ON CENTER AND 10 INCHES ON CENTER AT LNTERLiEDIATE
o
SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS.
o
N
PRE-MANUFACTURED ROOF TRUSSES:
W _
X v
i TRUSSES. SHALL BE PLANT FABRICATED OF DOUGLAS- FIR/LARCH OR HEM -FIR.
p
TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AN CALCULATIONS
STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED
_
STRUCTURAL ENGINEER. SUBMIT TRUSS SHOP DRAWINGS TO OUR OFFICE FOR
~
REVIEW AND APPROVAL PRIOR TO FABRICATION OF THE TRUSSES.
z
SPECIAL CONDITIONS:
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS N THE
FIELD. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR
ENGINEER. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORLN - G AS
REQUIRED UNTIL PERMANENT CONNECTIONS AND STIFFENNGS HAVE BEEN
INSTALLED. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL
OPENING N THE FLOOR, ROOF AND WALLS WITH ALL THE APPROPRIATE
DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING
DEPARTMENT FOR ALL BLDG. DEPT. REQUIRED INSPECTIONS. DO NOT SCALE
THE DRAWINGS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR
LIKE OR SIMILAR CONDITIONS NOT SHOWN.
4/o
FRAMING 4 FOUNDATION
DIMENSION
SHEAR WALL PER PLAN
d SCHEDULE
FINISH PER ELEVATION OVER
15 LB. BUILDING PAPER
OVER SHEATHING PER PLAN
Z - FLASHING
OP IONALIM /
2x STUDS PER PLAN
MUD51LL / A. BOLTS
PER FOUNDATION PLAN
F 4" GONG. SLAB OVER
50 MAX. SLAB TO GRADE 6 MIL. BLACK V. B. OVER
6 MIN. WOOD TO GRADE 4" GRANULAR FILL
a
(i) #4 BAR CONT. MAX 6" l l': :
BELOW TOP OF FND. WALL
:-
? Q TIGHTLINE� ,II ' • ������������ -r.'' .
STORMU II
IF REQ
*4 BAR VERTICAL @ 16" O.G
b, HORIZONTAL @ 16" O.G.
(2) #4 BAR CONTINUOUS
4" DIA. PERF. L 4"
FOUNDATION DRAIN
8" GARAGE FND. INALL
C-T( 4 =�j
j
SCALE . P = I' -O"
Z
Q w
JU
UO
0)o
uJ
J �.
VLL
w
u- a
�D
a
uJ
Z �.
I- O
Z H-.
�o
U Cry
wW
ui
Z .
CO
z
CAD Details / MITCHELL / Slab on Grade / J. 8 inch garage fnd f
.;.., a
-d
*4 BAR VERTICAL @ 16" O.G
b, HORIZONTAL @ 16" O.G.
(2) #4 BAR CONTINUOUS
4" DIA. PERF. L 4"
FOUNDATION DRAIN
8" GARAGE FND. INALL
C-T( 4 =�j
j
SCALE . P = I' -O"
Z
Q w
JU
UO
0)o
uJ
J �.
VLL
w
u- a
�D
a
uJ
Z �.
I- O
Z H-.
�o
U Cry
wW
ui
Z .
CO
z
CAD Details / MITCHELL / Slab on Grade / J. 8 inch garage fnd f
SHEAR HALL PER PLAN
FINISH PER ELEVATION OVER
15 LB. BUILDING PAPER
OVER SHEATHING PER PLAN
RIM -JOIST
Z - FLASHING qn
ViO00 TRIM
OPTIONAL
I(pd & TOE NAIL
6" MIN. -1 O
FINISH GRADE
.'. k
--S I
T16HTLINE
STORM DRAIN
IF REQUIRED--
ILL OR
r�
2X STUDS PER PLAN
BATT INSULATION PER PLAN
Ibd NAIL ® 4" O.C.
SIMPSON A35
3/4" T.46. PLYWOOD
SUBFLOOR j5L-UEMA..NAttP
'-%N
2 .)v1
I I
tPA .1.P, do Will
MUDSILL / A. BOLTS
PER FOUNDATION PLAN
#4 BAR a loll O.C.
VERTICAL
-,—FURRED WALL 4
INSUL. PER PLAN
"
x
NOTE. CONC. SLAB ON I
G RADE 4 FLOOR SYSTEM
TO BE INSTALLED PRIOR
":I. • • TO PLACEMENT OF UPPER
-
S' OF BACKr ILL
I I — I I III I IJ {s "•:.�� . _ ' � �I• Q
III— ' ^,�:,:�.•� � ;- ..II• .�
1 1/2" CLEAR
Aq
Ar
MEMBRANE-
--
#4 BAR q 10" O.G. 4 1 MIN. I" BETWEEN
HORIZONTAL
#4 DOWEL a' 10
x45" CONC. SLAB
OVER 6 MIL. BLACK
V.B. OVER 4"
GRANULAR FILL
^' !j
III 71
1= (2) #4 BAR'
11 1= EW CONTINUOUS.. TIT -- 17.
I E
u
CLEAR 4 e- F6 = 2,500 psi
4"(P SMOOTH WALLED
FOOTING DRAIN Fy = 40,000 F51
To APPROVED , SCALE I II
DRAINAGE SOURCE
a 55MT. FND NALL
(NTS)
CAD Details MITCHELL Basement A. 8 inch basement wall — jsts perp
Z
Z
L)
00
C') 0
W W
C0 LL
0
2�
9-1
LL
C')
W
z
0
z �-
LLI W
5
Cl)
0
011-
WW
H Z)
U
0
z
0)
Z
AR
kNV
r�
2X STUDS PER PLAN
BATT INSULATION PER PLAN
Ibd NAIL ® 4" O.C.
SIMPSON A35
3/4" T.46. PLYWOOD
SUBFLOOR j5L-UEMA..NAttP
'-%N
2 .)v1
I I
tPA .1.P, do Will
MUDSILL / A. BOLTS
PER FOUNDATION PLAN
#4 BAR a loll O.C.
VERTICAL
-,—FURRED WALL 4
INSUL. PER PLAN
"
x
NOTE. CONC. SLAB ON I
G RADE 4 FLOOR SYSTEM
TO BE INSTALLED PRIOR
":I. • • TO PLACEMENT OF UPPER
-
S' OF BACKr ILL
I I — I I III I IJ {s "•:.�� . _ ' � �I• Q
III— ' ^,�:,:�.•� � ;- ..II• .�
1 1/2" CLEAR
Aq
Ar
MEMBRANE-
--
#4 BAR q 10" O.G. 4 1 MIN. I" BETWEEN
HORIZONTAL
#4 DOWEL a' 10
x45" CONC. SLAB
OVER 6 MIL. BLACK
V.B. OVER 4"
GRANULAR FILL
^' !j
III 71
1= (2) #4 BAR'
11 1= EW CONTINUOUS.. TIT -- 17.
I E
u
CLEAR 4 e- F6 = 2,500 psi
4"(P SMOOTH WALLED
FOOTING DRAIN Fy = 40,000 F51
To APPROVED , SCALE I II
DRAINAGE SOURCE
a 55MT. FND NALL
(NTS)
CAD Details MITCHELL Basement A. 8 inch basement wall — jsts perp
Z
Z
L)
00
C') 0
W W
C0 LL
0
2�
9-1
LL
C')
W
z
0
z �-
LLI W
5
Cl)
0
011-
WW
H Z)
U
0
z
0)
Z
SHEAR WALL PER
PLAN 4 SCHEDULE ----''
2x STUDS
PER PLAN
(1) #4 BAR CONT '
MAX. " BELOW
6 '
-4(
TOP OF FND WALL
-► I 1 =1 I 1=1 I I a
1' -0" MIN GRANULAR ~'
FREE DRAINING
BACKFILL
NOTE: NO SLAB I NSUL.
REQUIRED IF SLAB IS
MORE THAN 2 FEET
BELOW GRADE
X
— MUD -SILL / ANCHOR
ZI
BOLTS PER FND PLAN
1_
— FURRED WALL
INSUL. PER PLAN
MIN. I" BETWEEN
GONG. 8 WOOD
X
m
I •' " �`' 2' -0" MIN. R -10
` RIGID INSULATION
WATERPROOF";; °
MEMBRA NE •
4" GONG. SLAB
#4 BAR 0 I6 11 O.G. " =: Il • : OVER 6 MIL. BLACK
VERT. V.B. OVER 4" FILL
(2) #4 BAR —
CONTINUOUS :'.'i::',',:,•,; I a �ti.
4" VIA PERF. _ �� �' ;: � • jI• : } 4:
FND
DRAIN—
;.'• • I 1 = I 11 = 1 11 = I 11 = 1 I I
(� � ' .:r • w . • d .. � • � • III — III — III — III -
j .� • .A I i I -I i 1 -1
•,,�: Q �• I 3" CLEAR COVER
�
L4" L 8 L 4 ,j�, SCALE : I = 1'-0
8" 0RANL5FA0E /E3A5EMENT WALL
CAD Details / MITCHELL / Ret. Wall / F. crawlspace - basement 41.3
Z
i� Z
uk
JU
UO
� o
J �_..
S2 w
w�
WD
�
=w
? I-
ZO
W
W
D a
0 to
off
W
U
uO
ui Z
Z
SHEAR SCHEDULEL PER PLAN
FINISH PER ELEVATION OVER
15 LB. BUILDING PAPER
OVER 5HEATHING PER PLAN
I bd a 4" O.G.
Z - FLASHING
WOOD TRIM
OPTIONAL
I bd TOE - NAIL
6 11 MIN. 0 6" O.G.
2X 5TUD5 PER PLAN
BAIT INSULATION FE-Q, PLAN
BATT INSULATION PER PLAN
5/4" T.46. PLYWOOD SUBFLOOR
GLUED 4 NAILED
4" VIA. PERF. — L 4" L 5" 4' L
FOUNDATION DRAIN
� L.I -
#4 BAR CONTINUOUS
SCALE : I" = 1' -0"
CAD Details / MITCHELL / Crawl Space / B. 8 inch fnd wall
X
d
of
V'
4140
Z
�Z
W
JU
U O
J =
F-
N U.
WO
J
u- ?
�
=W
Zx
f- O
w UJ
� o
U
�_
o E-.
WW
O
til Z
co
O
Z
DIMENSION _
S LEL PER PLAN
FINISH PER ELEVATION OVER
15 LB. BUILDING PAPER
OVER SHEATHING PER PLAN
I bd @ 4" O.G.
Z - FLASHING
OPIOONAL
Ibd TOE - NAIL
6"
6 MIN. O.G.
2X STUDS PER FL AN
BATT INSULATION F =R PLAN
BATT INSULATION F =R PLAN
5/4" T.46. FL T'NOOD SUBFLOOR
GLUED 4 NAILE-D
-LI PSILL / A. BOLTS
F =R FOUNDA 10N FLAN
-I
—_= BAR VERTICAL -=, I&" O.G.
; HORIZONTAL 0 16" G.G.
5_ACI< V. 5. j
A \ \ \/ \ \/,\\/, \, - I
4" VIA. PERF. 8 Iv
FOUNDATION DRAIN , I �
8" FND. NALL
J j
#4 BAR GONTi NUOUS
SGAL= . I" = I' -O''
Z
�Z
W
�
JU
0
N 0
J =
H
NU.
w O
9Q
to
=
�W
Z
H
H O
Z F-
w
U�
O
CO)
3 H
WW
u' O.
w Z
C0
Z
. Y 7
CAD Details / MITCHELL / Crawl Space / D. 8 inch fnd wall - parallel
SHEAR WALL
PER PLAN —
I (od @ 4 O.G.
1 2x FLR JST
I(od TOE -NAIL PER PLAN
o 4 O.G.
SHEAR WALL
PER PLAN
Lj_
SCALE I"= 1' -0"
SHEAR TRANSFER
.Z
Q � W
WD
J U
U
co
W =`
J �
C0 LL
w O
L L
�d
�w
?
F- O
Z F-
Ucl
O co):
o �
W W
W
— Z
U to
O
z„
1 iy
CAD Details /MITCHELL / Wall to Wall / A. shear wall floor
I� •
2x STUDS PER PLAN
SHEAR WALL PER PLAN
d SCHEDULE
FINISH PER ELEVATION OVER
15 LB. BUILDING PAPER
OVER SHEATHING PER PLAN
5/4" T.dG, PLYWOOD
SUBFLOOR GLUED 3 NAILED
Ibd TOE NAIL
66
2x STUDS ® 16" O.G.
Z - FLASHING
OP ION
b" MIN
MIN. I" BETWEEN
STUD d CONC.—
TIGHTLINE
STORM DRAI
IF REQ.
1'-0" MIN GRANULAR
FREE DRAINING
BAGKFILL OR SAND
WATERPROOF
MEMBRANE —�
2X STUDS PER PLAN
BATT INSULATION PER PLAN
Ibd NAIL a 4" O.G.
BATT INSULATION PER PLAN
FLR..15TS. PER PLAN
MUDSILL / A. BOLTS
PER FOUNDATION
PLAN
(2) #4 ® TOP OF WALL
TOP OF GRADE
#4 BAR ® 16" O.G.
VERTICAL
- #4 BAR ® 10 O.G.
HORIZONTAL -
FURRED WALL $
INSUL. PER PLAN I
NOTE: NO SLAB INSUL.
4 "(P OOTING DRAIN 1O„
TO APPROVED
DRAINAGE SOURCE SCALE : N.T.S.
4
{
8" CANT'L RETAINING NALL.
(NTS)
CAD Details / MITCHELL / Ret. Wall / B. 8 inch cant ret wall — 4 ft max
Z
�~ W
JU
UO
N
C0 W
J =
H
NW
W } O }
�J
u-
W
' ZF-
F- O.
ZH
W
�p
O�
o i--:
W W
HC
LL
—0
W Z
U=
O~
Z
SLAB ON GRADE TO BE
INSTALLED PRIOR TO
BAGKFILI. PLACEMENT
FRAMING 4 FOUNDATION
D I MEN51ON
2x STUDS PER PLAN
SHEAR WALL PER PLAN
4 SCHEDULE
FINISH PER ELEVATION OVER
15 LB. BUILDING PAPER
OVER SHEATHING PER PLAN
2X STUDS PER PLAN
BATT INSULATION PER PLAN
16d NAIL ® 4" O.C.
BATT INSULATION PER PLAN
3/4" T.46. PLYWOOD
SUBFLOOR GLUED 4 NAILED
RIM JOIST
SLAB ON GRADE TO BE
INSTALLED PRIOR TO
BAGKFILL PLACEMENT
FLR. JST5• PER PLAN
4 "4) SMOOTH WALLED
FOOTING DRAIN
TO APPROVED
DRAINAGE SOURCE SCALE : P = 1' -0"
8" CANT'L RETAINING AALL5A o
(NTS)
CAD Details / MITCHELL / Ret. Wall / C. 8 inch cant ret wall — 5 ft max
Z
�_- Z
�W
t�t �
JU
UO
W W
NW
WO
9-1
u.
=
�W
Z 2
H
F- O
Z F-
UJI5
U�
O N.
o�-
W
H
�O
-- Z
N
Z
NOTE: NO SLAB INSUL.
REQUIRED IF SLAB IS
MORE THAN 2 FEET
BELOW GRADE
2x STUDS ® 16" O.G.
Z - FLASHING
MUDSILL / A. BOLTS
PER FOUNDATION PLAN
WOOD TRIM
OPTIONAL
6" MIN
'
(2) CONT. #4 AT TOP
MIN. 1" BETWEEN ,Ip •
STUD 4 CONC.
TOP OF GRADE
—I �_� I 1 �'�•
#4 BAR ® 10" O.G.
VERTICAL
TIGHTLINE
STORM DRAIN •
IF REQ. �' "`' L "' .i
#4 BAR ® 10" O.G.
-" : t`� ,
1' -0" G
MIN RANULAR.x :?Y `. -,
HORIZONTAL X
I
FREE DRAINING - 4- `;.:t:, -= �•' '
FURRED WALL 4 1
BAGKFILL OR SAND = =`�`- '"�
INSUL. PER PLAN -
F
MEM�BRANE
N
2" -� '.I
#4 BAR DOWEL
.'.
CLEAR
10" O.G. 2' -9" LAP
2' -0" MIN. R -10
II'• .'' ':
RIGID INSULATION
;; . �, Q
4" GONG. SLAB
•' s`x:;•; =: ; •II , :
OVER (b MIL. BLACK
• �; =a.,;. ; ;,. ,: • fl .�
V.B. OVER 4"
1
GRANULAR FILL
I I I ,,M. y�:l tea; ,'.•. , , .: :Y. • J ,
-
1 1 111 I I I I I i r.�.::t,� t t��C• fy ° `fit I •t
'• +' °•'
- .`''•..•; - �'
III
i— —III— _' • �• '
III — III °'(3) #4 BAR•' ..
. . • •, .•
=� ,.... 1 , :
� GoHrl •; .• . • . •.
• p; � .•
' .. • . a �' : , • • :;..
—I i 1 =III=
_
_� I —I II,_i�a: .: �t`••r.�c .. .I. e
� t :�,':�� %; ' •, • ....
s •'r . +•' •.;• '
° . � ' •.
'
I I �— ;. • ..
..
I =III =1
•`,L
..i'� • °•..•
3" CLEAR
.
4 "4) SMOOTH WALLED
FOOTING DRAIN
TO APPROVED
DRAINAGE SOURCE SCALE : P = 1' -0"
8" CANT'L RETAINING AALL5A o
(NTS)
CAD Details / MITCHELL / Ret. Wall / C. 8 inch cant ret wall — 5 ft max
Z
�_- Z
�W
t�t �
JU
UO
W W
NW
WO
9-1
u.
=
�W
Z 2
H
F- O
Z F-
UJI5
U�
O N.
o�-
W
H
�O
-- Z
N
Z
SHEAR
PER P
Ibd TOE4
6" O.G.
SHEAS
PEF
SHEAR TRANSFER
SCALE : I " = 1' -0"
CAD Details / MITCHELL / Wall to Wall / H. shear wall floor - par �13
Z
Z ,
m W
LY
U O
N
W :r
J
CO) L
W O}},
j
LL 2
N d
= W
Z
W F-'
N
O—
W W
H U
U . F"
—O
ui Z
O
Z
2x BLOCKING
(4) Ibd TOE NAIL /
PER EACH BLOGK
SHEAR WALL PER PLAN
4, SCHEDULE
Z
WLIQ
JIM rC� az.
W=
J �
W 0'
l60sl� '5,4T t
U. a
NAIL e 4" O.G. C!
F=- W:
PLYIND FLOOR
Z ~
SHEATHING W O
2 �:
77 -77
U0
I � O F-
• � HU
L O
Z.
....... ............................... W
U N'
F= �
Z 2x FLOOR JGISTS Z
NO SCALE
LATERAL DETAIL
t
j
CAD Details /MITCHELL / Floor to Wall / A. shear floor to wall - perp
IV2o
SHEAR WALL PER PLAN
d SCHEDULE
z
w
J
FLOOR JO I ST5
PER PLAN
N
CAD Details / MITCHELL / Wall to Wall / M. wall to floor - strap W
Z
I i
'~ W
W D
JU
UO
CO) C)
J =
H
CO) U.
w O
95
U.
N CY.
= w
Z�
` HO
z F-
5,
U�
O -
OI-'
w
H
O .
W Z :
U CO)
O
z
.....................
_
F-
51MP50N HOLDOWN
w
PER PLAN w/ ALL
.�
NAIL HOLES FILLED
H/ Ibd COMMON NAILS
q OF EACH STUD
N
DOUBLE STUD
HOLDOWN (MST)
SINGLE STUD
HOLOOWN (CS)
NO SCALE
AAL.L TO FLOOR
- STS' AF
CAD Details / MITCHELL / Wall to Wall / M. wall to floor - strap W
Z
I i
'~ W
W D
JU
UO
CO) C)
J =
H
CO) U.
w O
95
U.
N CY.
= w
Z�
` HO
z F-
5,
U�
O -
OI-'
w
H
O .
W Z :
U CO)
O
z
DOUBLE STUD
HOLDOWN -,—
FLOOR JOIST, TYPE
d DIRECTION
BEAM PER PLAN
SHEAR WALL FER PLAN
d SCHEDULE
SIMFSON HOLDOWN
PER FLAN w/ ALL
NAIL HOLES FILLED
w/ 16d COMMON NAILS
(:k OF EACH STUD
LATERAL DETAIL 42
NO SCALE
CAD Details / MITCHELL / Wall to Wall / N. wall to beam - strap
X22
Z
W
D
J U
UO
N
W=
J �-
W 0
LL ¢.
!2
=w
{ z�
E- O
z 1-
U�
O N
Cl f-
w
H
LL O.
..z
w
O
Z
DOUBLE TOP
PLATE —�
EXTEND BEAM TO END
8d NAILS @ ----- - -- OF SHEAR PANEL
3" O.G. TO - r -- - - -
EACH TOP PL ; 3 ROWS ad @ 3" O.G.
I I ' PLYWOOD TO BEAM
INSTALL PLYWOOD ' I I
VERTICAL STARTING ' I I • 8d 3" O.G.
DOUBLE TOP PL : I 1 • 3x STUDS
SHEAR WALL
PER PLAN 4 • I —3x BLK'G
SCHEDULE . L---
51 MPSON 5THD 14 ,
HOLDOWN w/ (32)
Ibd NAILS I I 3x TREATED PLATE w/
I I ' (3) 3 /4 "(PxIV ANCHOR BOLTS
2"x2"x3/I6" PLA 1= WASHER
11 n It
I a II 11
ii 11 11 ii n
ii ii 11 n " u u
u II Iln ❑nnll�, .�,.• .
(4) #4 VERTICAL I 1 ;; " 1l " ;; 11 .
w/ 6" HOOK
o FOOTING
II II II II
SCALE : 1/2" = I' -O"
SHEAR FANEL. (9 6ARA.6r
CAD Details / MITCHELL / Lateral Restraint / B. lateral restraint panel #2�
z
�Z
� dd �
JU
0 0 0
N
w =
F
U) w
w 0
�Q
N
= a
w
' z
�-- 0
z E-
25
U �
o�
w
u" O
z
UN
O
z
5HEAR WPB
PER PLAN
16d @4 "O
SHEAR TRANSFER
acTi=�J � 1 4.
i.
SCALE: I" = V -O"
CAD Details / MITCHELL / Wall to Wall / P. shear wall floor - cant �24
Z
W
Q � 2
W D
UO
CO) 0
W=
CO) LL
w O
9-5
U.
C �.
d
�_
Z�
O
w W,
5
O CO..
0 F-
W W.
LL. ~
— O.
Z
CO
W
H =�
Z
FLAT GEILIN6 $ EA1/f=
ei his
CAD Details / MITCHELL / Roof / A. flat ceiling
Z
Z
L
�QQ
�
JU
7/16" PLYWOG7 SHEATHING
N o
BATT INSULATION
NAILED w/ S= NAIL5 @ 4" O.G.
co w.
PER PLAN
d SUPPORTS:. PANEL EDGES
ROOFING MATERIAL PER
N U
TRUSS
ELEVATION OVER BUILDING
w O
PER PLAN
PAPER 8 SHEATHING
2
EX �iD 12" ABOVE
INSUL ATION WITH 1 1/2"
GL =.=tiR AIRSPACE
= d
, /=L ED 2X BLOCKING
W
~
n' (5) 2" DIA HOLES
?
= =R 24" O.G. (BLOCKING
F- O
T O TOUGH TOP PLATE)
W U J
FASCIA BOARD
?
PER PLAN
U CO
5" CONTINUOUS
O
A55 24" O.G. (BIRD
METAL
6U
w
BLOCKING TO TOP PLATE)
U
~O
U.
J
wZ
5d NAIL 5 O
U -.
~O 3:
4" O.G. ( - G -= T
SIMPSON HI CLIP
TO B1=v5
Z
o EACH TRUSS
OVER -ritiG
PER F_.�N
GATT INSULATION PER PLAN
FINISH = =R ELEVATION OVER
15 LB. �;- '!LDING PAPER
OVER S- ATHIN6 PER PLAN
SHEAR WALL PER PLAN
SCALE
FLAT GEILIN6 $ EA1/f=
ei his
CAD Details / MITCHELL / Roof / A. flat ceiling
PLYWOOD ROOF
SHEATHING -
TRUSS MANUFACTURER TO
DESIGN TRUSS TO TRANSFER
4500# HORIZONTAL FORGE
FROM ROOF DIAPHRAGM TO
TOP PLATE.
i w5�
SHEAR WALL P =R PL.-"%N
4 SCHEDULE
NOT TO SCAL
PARALLEL TRUSS TRANSFER
4EiTi �, 41L,
0-4 �- All n
z
3:
U O�
cj)
CO) W.
CO) U.
w O,
u-
�D
=
W
`z
0 ,
z F-.
W
w
U�
O S;
� H
= U:
H �
O
iii z
O
Z
7
I
CAD Details / MITCHELL / Roof / J. shear transfer — roof to int wall
ad a 4 c
ROOF TRUSS
I bd a 6" O.G.
2x4 TO TRUSS
BOTTOM CHORD
8d @ 6
PLYWD
TWO ROWS f
b" O.G. (5'
'AWD O
ROOF
O.G.
O 2x4
OFFSET TRUSS TRANSFER
SCALE : I " = 1' -0"
CAD Details'/ MITCHELL / Roof / K. shear transfer -- offset roof to wall
-427
z
W
2
D
.J U
U O
C/)
J =
F-
N LL
W
�a
cl)
=
�w
? �-,
F- O
z F-
2�
Do
o co
o F-
w
3: V
LL
W z
U N
O
z
PERMIT Coo Rp
PLAN REVIEW /ROU�6 SLIP
ACTIVITY NUMBER: D04 -184
DATE: 07 -28 -04
PROJECT NAME: CASCADE GLEN — LOT 10
SITE ADDRESS: 3805 SOUTH 132 PLACE
Original Plan Submittal
_Response to Incomplete Letter #
Response to Correction Letter # X Revision # 1 fte a permit is issued
DEPARTMENTS:
:I -��o M S l N14- - 7- Zvi -o�- �,p �- z�1�04
Bu ng - 4 f ivision Fire Prevention Planning Division [�
Public Works M Z Structural ❑ Permit Coordinator
DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 07 -29 -04
Complete Id Incomplete ❑ Not Applicable ❑
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS 7Structural OTING:
Please Route Review Required ❑ No further Review Required ❑
REVIEWER'S INITIALS: DATE:
I
APPRO VALS OR CORRECTIONS: DUE DATE: 08 -26 -04
Approved Approved with Conditions ❑ Not Approved (attach comments) ❑
Notation:
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
PERMIT COORD CORY
Documents /routing sllp.doc
2 -28.02
z
i�
'~ w
�U
U
CO
CO W
J =
�w
w
J
LL
?
a
= w
�-- _
Wo
w
U
0—
❑ F_
wW
LL O
W z
U=
O H-
z
I--`
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
I
ACTIVITY NUMBER: D04 -184 DATE: 06 -09 -04
PROJECT NAME: CASCADE GLEN - LOT 10
SITE ADDRESS: 3805 SOUTH 132 PLACE
X Original Plan Submittal
_Response to Incomplete Letter #
Response to Correction Letter #
Revision #_afteribefore permit is issued
DEPARTMENTS:
Bull ing ivision Fire Prevention Plan mg Division
Public Works G .0 S ructural E] Permit Coordinator
DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 06 -1 0 -04
Complete Od Incomplete ❑ Not Applicable ❑
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS ;Structural �ITING:
Please Rout e Review Required ❑ No further Review Required ❑
REVIEWER'S INITIALS:
DATE:
APPROVALS OR CORRECTIONS
Approved ❑ Approved with Conditions [�
Notation:
REVIEWER'S INITIALS:
i
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
DUE DATE: 07 -08 -04
Not Approved (attach comments) ❑
DATE:
PERMIT COORD COPY
Documents /routing sllp.doc
2 -28.02
z
~ w
�U
0
Cl) 0
CO W
W =
W LL
WO
9 -1
LL =
�
= W
�_
z�_
F- O
w ~
W
U� CO
Q
° � -
WW
F-
LL O
z
co
O
z
PROJECT NAME: ) - Lir /o PER�'ti1I JO:.. �y' /��
Site Address: Se S- Original Issue Date:
REVISION LOG
Revision
No.
Date
, Received
i Staff Date ;
Initials I Issued
- Staff
Initials
o y
f � I
Summary of Revision:
Summary of Revision:
t
Received By:
(please prind
i
Revision Date i Staff Date Staff
No. I Received i Initials Issued I Initials
Summary of Revision:
Received By: "
(please print)
Revision
No.
Date
I Received
Staff
I Initials
Date
I Issued
Staff
Initials
f � I
Summary of Revision:
Received By:
(please print)
Revision
No.
Date
Received
I Staff
Initials
I Date
Issued
Staff
Initials
Summary of Revision:
Received By:
tpledSC P1111U
Revision Date Staff Date Stan
No. I Received I Initials Issued Initials
I
Summary of Revision:
Received By:
(please print)
.w:s......t .. '•,7 ..? �. + 4t t).'.s ?.�F \�.'�:u.e ndw s.aC.'i.:�:t.3:�4, +��:.:: +. nit+:;'.::; y�'�:5� �` � �w.:. _ a ':u biY:#t':Mie.+:da'iY,�:F.u; �� _`.."a�rif +le!wi}iz.
z
Z
JU
U
Co o
U) LLJ
J =
F-
NW
WO
J
LL
�
=W
HO
z !—
W
W
U�
ON
01--
LLJ u j
H�
LL Z
LLi U
U
z
City of Tukwila
Department of Community Development - Permit Center
6300 Southcenter Blvd, Suite 100
Tukwila, WA 98188
(206)431 -3670
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted
througli the mail, fax, etc.
Date: 7 �z��Q� Plan Check/PermitNumber:
❑ Response to Incomplete Letter #
❑ Response to Correction Letter #
Revision # 1 after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name: S C M Lfff I-A L-4C) 1 1 c)
Project Address:
Contact Person: "s, 14�E Phone Number:
Summary of Revision: &'I� ,d '3 Co, AZA a-r ,4 `/
0
Aa. 4 �_ ° �
Sheet Number(s):
"Cloud" or higlilight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by: S)L�Y
je Entered in Permits Plus on 2 'Ze - `'
08/06/03
z
w
o �
JU
U
CO 0
CO LLJ
J =
N LL
WO
LL
CO)
=w
z�
ZO
w u j
Do
UO CO,
o F-
WW
H
LL Z
ui
O H
Z
0
4
� i I
i +
! I ! I
I + ! I
! I I
16 ! I
Ft
� � I
I �
I +
t !
i I
1 1 1 i I
i _ 1
1 1
1 0 1 oo i I i I
I I
have �een fevied b k 4 the P bl
S VC, orks De � �rtment for donfor�n
ance wi
CIA
th � I ih I
s. Ace tan iubjec� c is toe o
City s nd a T p ,
d Missi ns wi tch dq not Outhorile violAtiona off
co Wopte st - girds Qr ordih ate. The �resp01*i
ffo r th ad i acy off ' the d esip ! rests totally
! desigrfr. Ad41 Lions,± deledgns or 'revisir to 01
d rawi gs aft tws ote V411 ooi this itc:or�
and '11 're s AMMUum of nwisQd dr i ,
for spbsequOnnt
o� I Fin 1 ce Is sub j&t to Feld i�o�
the j Public orkg utihais inspotor.
�o J
!Aft o ! O -
1 f
1 I I .mum
6 , !
f
� � I ► I
� I
I j
I I l 1
I f FA
I �
71 1
MONO womm� MEO common
,x'1/5620 a7lF 9
I
A -
- c.� r•
_ T _�! • dop
11 Rp
ROCAW ?' �'
KAL.L
tNXR 4' TALL
/ � = • •:f
o - •1
MAIN ,FLOOR GARAGE J' ► � -
FFE 149 FFE 139
i
ad Overhan Y
/ PATIO ;
6 24 - 100,
the
! 4 0 di a
P
fdh. dnaw I
0
4' dia atorm �' �/ ! -
t 7 / •v
..... - -• .. -_ - - -. - - - - S
- / / ------ ;�------ ---- -_ i / s� / STORM M
! --- - _ 959Z /
BSBL J i ..n.. 130
1 ._,� X Now
.._ N51 57.3 1 �
AATER 5ERVICE LINE , / ,�
1 f C a scad e � en .
o O o /
n Place
0 ou 2 SIDE � LINE � �
. 142260�0 1 00
�'
NEA UNDERL"ROUND 1 �
ELECJPHO
1 ! N
/ l�
--- SD SD SD
N / I
f RAIN DRAIN �
� I
GAS GAS GAS -- N
� I I .
NEW &AS LINE
� SITE PLAN
/ I• = w
now
a
A
. I
i
I
1 ea
e 4
C4 1101
/.
r
/ / J
100 40*V
r
MIYDR/1NT
$O' AMbRY�
/
f
5TRUC.eTURAL NOTES
(MITCHELL L
GODE
DESIGN IS IN K,GORDANGE WITH THE 1447 UNIFORM BUILDING CODE AMC) AS AMENDED DY
THE LOGAL CUIL.DIN6 D[I'1dtTMlMT.
LATERAL
WIND___ -- - eXposIJRE M, 60 MPH
seismic, ------ MOM ZONE 3
EOUNDATIO�S.
EXTEND FOOTINGS TO FIRM L*016TURBED SOIL, ArSSUI'1-ED BMAAIN6 CAPACITY OF 2000 PSF.
ALL EXTERIOR FOOTI N &S SHALL EXTEND A MINIMUM OF 1'-6" BEI 04 ADJACENT EXTERIOR
FINISHED dRALM.
C6ST -1 N- F'_L►LCE CONCRETE
Pe, • 2,300 PSI • 26 DAYS. MINIMUM 5-1/2 SACKS OF GAT PER CUBIC YARD OF WN0 AND A
MAXIMUM OF 6-9/4 GALLONS OF WATER PER 440 SACK OF CEMENT. NO SPECIAL INSPECTION
REG' UIR.ED. MAXII`4)IM SIZ 9 9 ATE 15 1 -1/2 INCHES. MAXIMUM SLUMP 15 4 INCHES.
ALL REINPORGIN O STEEL DONFI.S, AWA40R BOLTS AND OTHER INSERTS SHALL BE URM
IN POSITION PRIOR TO 1POU! .1140 0ONCJRETE. ANCHOR BOLTS FOR P SSURE TREATED 'SILL
PLATES TO FOUNDATION WALLS TO BE 5/6 INCH DIAtE:TZR WITH T INCH MINIMUM L9MCIEDMENT
INTO WWRETE AND MAXIMUM SPAGING OF Z FEET ON CEN119t UNLESS NOTED OrtVW#W ON THE (PLANS.
MINIMUM 2 DOL'T'S PER SILL PLATE PIWE. ONE BOLT TO BE PLACED MTHIN b INCHES OF EACH
END OF THE SILL PLATE. ,
STRUCTURAL TIMBER
ALL GRADES SHALL CONFORM TO HWA 6RADIN& RULES FOR NES ERN Lam, LATEST EDITION.
PROVIDE Gl1T UNDER ALL NUTS AND DOLTS BEARING AOAINIST A=. ALL Y4000 IN CONTACT
WITH C4WRETE SHALL 8E FRESSM TREATED PER F'lReSMVATIVE TREATMENT NOTE. ALL STRUCTURAL
LUMBER SHALL BE AS NOTED BELOK
ZX STUDS HEM -FIR 02 1330 PSI
2X FLOOR 4 ROOF JOIST HEM-FIR. M2 Fb w 630 PSI
4X BEAMS VOUS-FIR&ARC44 02 Flo ■ b"m PSI
6X BEAMS DOU6 -FI Of Fb • 1900 PSI
COLD DOlki- FIR/LAIZGH NI Flo ■ 1000 PSI
L LN49EIR NOT NOTED DOUG•- FIR/LARC.H 02 rb • 630 PSI
MISC45AWAIN150US TO BE SIM P'SON opt APPROVED MWAL. ALL SHALL DE PASTEN M
TO Y4000 WITH PROPER NAILS. ALL HOLES SHALL DE NAILED. MACHINE BOLT'S TO 19E A -90`7.
ANCHOR DOLTS INTO SHALL BE S/b INCH DIAMETER AITH 1 INCHES OF Gm INTO
CONGIRETE UNLESS OTHERWISE ON THE PLANS. ALL NAILS SHALL BE CoOMMION WIRE NAILS.
NAILING SHALL BE IN AC.C.ORDANGE WITH U.B.C. Sco EDU.E.
SHEATHING SHALL BE 5/4 INCH TONGUE 4 6ROOVE, AlP.A. RATED SHEATHING. SPAN RATIN SF 46/24
WITH LON S DIMENSION PERPENDICULAR TO SUPPORTS. LNJM5 NOTED OTHEIRMSE NAIL WITH
IOd COMMON NAILS AT b IW., IES ON CENTER AT SUPPORTED PANEL. ED6E5 4 10 INCHES
ON GENTLER AT INTe RMEDIATE SUPPORTS. THE FLOOR °..SFEATHINS SHALL BE 6LUW TO
THE JOIST AND THE TONGUE AMP OROOVE JOINTS WITH AN APPPVYW ADHESI
ROOF SHEATH I N6
S ATHIN6 SKA" BE 1/16 APA. RATED SHEATHING. SPAN HEATING 52/16, INSTAL LW " LON6 DI ON
ACROSS SUPPORTS. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL =
NTH bd NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT I IATE SUPPORTS.
WALL 5HEATHiNG
SHEA THING SHALL Be 0 1116' APA. RATM SHEATHHIN6. SPANN, RAT94 24/0. PNEl. &V J01105 SHALL_ OGCAW
AT SUPPORTS. NAIL PANEL ED6E5 WITH 6d NAILS AT 4 INCHES ON CENTER AND 10 INCHES
ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAMN165.
FRE- MANUFACTURED ROOF TRI6
TES SHALL dE PLANT FAI ICATED OF IR/L.AR 4 OR HEM -rIR TRM MANUIFAC.TURM
SHALL IT SHOP DRAAMN &S AND CALCAJL ATIONS STAMPED, SIGNED AND DATED BY A
HASHIN&TON STATE LICENSED STRIJACTVRAL EN SINE.. SUBMIT TRUSS .SHOP DRAM TO
MITCHELL EN&I EElRIN & FOR REVIEW AND APPROVAL. PRIOR TO FAElRIGATi0N OF THE TRUSE3E5.
r2MC I AL COND I T I ON5
'THE C4MMACT01t SHALL VERIFY ALL 1211we ,IONS AND CONDITIONS IN THE PIB.D. ALL DISWU!PA .,IES
SHALL BE IMPORTED TO THE ARCHITECT OR EN61 NEE.. THE CONTRACTOR SHALL PROVIDE
AEMMATE SHORING AS M5WIRED UNTIL PERMANENT CONNECTIONS AND STIFF 41NOS
HAVE BEEN INSTALLED. THE CAWMACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENIN65
IN THE FLOOR, ROOF AND HALLS WITH ALL THE APPROPRIATE DRAWIN65. THE C.ONTRAGTOR
SHALL COORDINATE AITHH THE IBUIL.DIN6 DEPARTMENT FOR ALL BLDG. DEPT. REQUIRED INSPECTIONS.
DO NOT SCALE THE DIRAWIN65. THE DETAILS 5HOM ARE TYPICAL AND SHALL EE USED FOR LIKE
OR SIMILAR CONDITIONS NOT SHOWN.
J
GENERAL
PUILDING
CONSTRUCTION TYPE, VN
OGCAPANIGY &IOU , R
FIRE ZONE= 5
0ARFrNTRNr
6ENERAL
ALL FRAMIN& SHALL COMPLY AiTFH THE UNIFORM BIJILDIN6 COPE CHAPTER 29.
b" MINIMUM CLEARANCE BETNEEN 10400D AND EARTH.
12' MI NI MHUM CLEARANCE BET FLOOR BEAMS AND EARTH.
Ib' MINIMUM CL MAPANIGE IEETYEEN FLOOR JOISTS AND EARTH.
LOADING
ROOF 15 PSF DEAD LOAD * 23 PSF LIVE LOAD • 40 P5F
FLOOR 10 PSF DEAD LOAD # 40 PSF LIVE LOAD • 50 PS1F
CEILING 5 PSF DEAD LOAD r 10 PSF LIVE LOAD ■ I5 P5F
DECK 5 PSF DEAD LOAD • 160 PW LIVE LOAD • 63 PW
INTERIOR PARTITION r 1 PSF
EXTERIOR PARTITION a 10 PSF
GLUE LAMINATED T I MBER5
ALL GLUE LAMINATED TIMBERS SHALL BE DOUG -FIR LARCH, FABRICATED TO THE
REQUIREMENTS OF THE US PRODUCT STANDARD PS 56. L.UMBEIR SHALL BE OF S 44 ERA DIE
TO PROVIDE NORMAL WORKING STRESS VALUES OF; 2,400 PSI IN BENlDIN6, 1 PSI IN
TENSION, 1,600 PSI IN COMPRESSION PARALLEL TO 6RAIN, 560 PSI IN CoOMPRE
'PERPENDICULAR. TO GRAIN AND 165 PSI HORIZONTAL SHEAR (COMBINATION 24F -V4).
6LUIE LAMINATED TIMBERS TO BE AITG CERTIFIED. USE AA I GLUE.
I N5 ON AND
MO I 5TURE 'PROTECT ION
�S�NFR Al
UM4.EMd NOTED Ol'HeiRWISE, INISUt ATiON 00" CO fWRM TO THE WASHIWTON STATE ENEMY CODES.
INSULATION BAPPI.09 TO MAINTAIN 1 -1/2 CLEAR SPACE ABOVE IN &LA►TIOK
BAFFLES TO EXITZTID b" ABOVE BATT INSULATION.
DAPPLES TO EX'T'END 12 ABOVE LOOSE PILL INSULATION.
INlMUL.A►TE BEHIND BATHTUBS, SHOVERS, PARTITIONS AND CORNERS.
FACE STAPLE BATTS.
PIRIGTION FIT PAGED DATT'S .-
USE 4 MIL (0.000 POL VAPOR BARRIER AT WALLS.
USE PVA PAINT WITH A DRY GAP PERM MATINS OF ONE (MAX)
R -10 INSULATION UNDER ELECT RIG HATER. HEATERS.
J NF I LTRATI ON C1ONT'RIOL
I. 'EXTERIOR JOINT': AROUND WINOOVO AW LXOOR FRA 01ES, OFTNIN" KALL.S AND
FOUNDATIONS, W I NM 04ALL.S AJND ROOF AND WALL PANELS, OPENIN" AT
RA TIONS OF UTILITY SERVICES WALLS, FLOORS, AND ROOF, AND ALL
OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCE I S PAWLS INTO
U Hr. %TED SPACES, 'SHALL BE SEALM, CAULKED, *ASKETW OR AMATHER- •STRIPPED TO
LIMIT AIR IN FILT4RAT10N. .. ,, r ,,• ,
2. ALL EXTERIOR DOORS, OTHER THAN FIRE -RATED DOORS, SHALL BE DESIONED TO LIMIT
AIR INFILTRATION AROUND THEIR l°LRlMETER r*e% IN A CLOSED POSITION. DOORS
BE I NUN RESIDENCE AND 6ARA&E ARE NOT CONSIDERED "FIRE - HATED' AND MAST MEET
THE ABOVE REWIiRENENT.
IS. ALL EXTERIOR HINDOM SHALL BE DE516 TO A17MIT AIR IiEcILTRATION INTO OR FROM
THE BUILDING ENVELOPE NMIICH SHALL DE SUBSTANTIATED BY TEJTINS TO STANDARID
ASTM E 289. M. SITE BUILT AND MILLY40RK SHOP MADE P40OPEN SASH ARE EXEMPT
r'ROM TESTING BUT SHALL BE YEATHIE R-: STRIPPED, CAULKED AND MADE TI&HTLY FITTING.
4. lREC.E:13egED LIOW FIXn*M TO LIMIT AIR LEAKA6E PER W.S�C.
PIPIN & FOR HOT WATER / STEAM SYSTEMS OF PIPINI6 FOR CONTINUOUSLY CoIRCHJLATiNO HOT
WATER SERVICE 15 REG4JIRED TO BE INSULATED PLR THE KS.M.G. SERVICE MATER PIPING
SHAL.LI. BE IN SLATED TO A MINIMUM OF R-9.
VAPOR BARRI ERS / GROUND GOVER,S
AN APIOROYM VAPOR BARIMIE'R SHALL BE Y INSTALLED IN i Z)OF DECKS, IN
CNGLOSM MA4 SPA4es WW V+M E CEILINGS ARE APPLIED DIRECTLY TO THE
UNDIERSIDE OF R 0P RAPTERS AND AT EXTERIOR WALLS. I NWT STAlp BATTS MT14 A
PERM RATINS LE5!S THAN ONE MAY BE INSTALLED IF TFE VAPOR BARRIER. IS TO THE WARM
SIDE, S SHA" BE PLACED NOT MORE THAN D" O.C. AND GAPS WTHEEN THE FACIN&
AND TFE FRAMING SHALL NOT EXGWP 1/16
A 6ROUND COVER OF b MIL (0.006 BLACK POLYETHYLENE OR EQUIVALENT SHALL BE LAID
OVER THE 69ROUND IN A" CNRAVI_ SPACES. THE! GROUND COVER SHALL BE OVERLAPPED
- .ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL.
THE NET FREE VENTILATING AREA FOR Arnc, VENTILATION MAY BE 1/900 OF THE AREA OF
THE VENTILATED !SPACE PiROVIDl.°.D THAT A VAPOR BARRIER. HAVE A PERM MATINS NOT
EX EMIN6 ONE I5 INSTALLED ON THE WARM 51DE OF THE INSULATION.
ENERGY .GODS
I
R . 4
K� •.r,4- . y ,
rt
DOORS TO THE EXTERIOR SHALL. HAVE A MAXIMUM 1 -1/2' STEP TO A MINIM Sb" DEEP LANDINO.
ALL OLAZINO SHALL MET THE RAWREM W IS OP THE W.924. TAiD Z 6-1 UNLESS NOTED OTHERWISE.
ALL SKYLldHTS AND SKYWALLS SHALL. HAVE LAMINATED 6LASS UNLESS NOTED OTHERM
ALL BEDSt00N�i GY MO RE!SIS MINI 0106 SHALL HAVE A MINIMUM NET CLEAR OF"IN &
OF S.? GWArRE PET. MI NI t-W NET CLEAR OPEN ABLE WIDTH OF 20' AND A MINIMUM NET
,. OPENIN& HEIdHT OF 24 ", MAXIIAUMI FINISHED SILL HOONT OF 44" ABOVE FLOOR.
ALL FACTORY BUILT WINDOWS TO BE CONSTWWoTED TO PERMIT MAXIMUM IWILTRATION OF
OS CFM PER LINEAL FOOT OF OFTRABLE !SASH PERIMETER AS TESTED BY STA►NNDAPO
` ASTM E 265.19. SITE BUILT AND MILLAORK SHOP BUILT V400M SASH ARE EXEMPT FROM
INIPILTRA►TION CiRITERIA ABOVE, BUT SHALL BE MADE 10 ATHER- STRI , CAULKED AND
DE MADE TIMMY FITTING. SLIIDINO dLAft DOORS TO PZM41T MAXIMUM IWILTRArTION OF
• 03 GPM PER SWARM FOOT OF DOOR AREA.
am PLANS FOR,
1. MAXIMUIM OLAZ;NG AREA.
2. 6L.AZIN6 MoNAPACTURLRR AND MODEL NUMBERS.
(15. AEIdHTED UA CAL CA L.ATIONS POR SIJDISTANDARD OL.AZIN 0.
SAFETY 6L.AZIN CP LOCATIONS PER UNIFORM BUILDING OWE.
'' � 1. RNGHIR!M AM 5dRRESS DOORS. J . '
0 2. SLIDING GLASS DOORS AND SWINSIN & OLAS5 DOORS. /` � Lr.
d. SFHMM AND BATHTUB ENCLOSIURES.
y �►. 6LAZIN O MT 14 THE EV E06M WITHIN A 24" RADIUS AM OF EITHER VERTICAL M*E
°•- OF A DOOR IN THE C4I09W POSITION AND THE BOTTOM EDGE 13 THAN 60 ABOVE
THE AALKINS SURFACE.
5. GLAZING GREATER THAN 4 SQUARE FEET THAT 19 LE55 THAN ID' AaOVE FINISHED FLOOR.
SLAZINIG IN ALL GUARD RAILS.
Y
r 5C
AREENS NEED NOT BE PROVIDED AT SKYLId ff S V+t9 FULLY 'TZMiPERLD dL.ASS IS LOOM A8
5,,SINKR GLAZING OR IN ALL PANES INSUI ATIN6 UNIT AND ALL OF THE FOL LOMMS CONDITIONS ARE MET.
I. THE BLAZING ARE DOES NOT EXCEED Ib 5WARE FEET.
. THE H16FEST POINT OF SLAW IS NOT MORE THAN 12'-O' ABOVE ANY WALJQN5 SURFACE OR
ACCESSI AREA.
8. THE NOMINlA1. TFHIGKNlO s OF EACH PANE DOES NOT EXCEED 9/Ib'.
MECHANICAL
1
.
DOORS, WINDOWS AND SKYLIGHTS
I
11
E VE L ATI N 01. �+oUS o N
r•
s ,_- ' _%
cn
SPECIPIGATIONS PROM THE 2000 WASHINGTON STATE VENTILATION AM INDOOR TY
COVe MAW.
601URCE SPEO IFIC VENTILATION it 11REMENITS. ,
I. MINIMUM EXHAUST PAN IRIEC+4JIRt'MENlTS
A. BATHROOMS, LAUNDN AND POYR7ER ROOMS - 30 GPM * 025 AS.
5. KITCM" - 100 CPM • Off" W.d. (IRAN00 HOM OR 17-01IN DRAPIT E>04AUST PAN
RATED AT MIN. 100 CPMi • 0.10" Ah. MAY W I FOR E'sNAMST PAN NOWIREMENTSJ
;2. EXHAUST DUCT RE=I
A. INISULA1M TO It-4 (MIND IN UNGONDITIOINCP 'Gi"I�C.E" .�.
A. EMIR WITH A BACK DRAFT DA04PlMt.
G. TERMINATE OUTSIDE THE BUILDING.
P. COM Pt-Y NTH TA 9Lff " ON THIS SH1011T.
FWESCA 112=1111112VIENTS FORo OPTION 2. iNTO RMITTENT Y44OLE HOLM VENTILATION
INT ORATED WITH A AIR SYSTEM (VIAQ 905.4.2)e r
NOTT is WITH THIS OP I ON A 104i0L A HOLOW FAN 15 NOT PMWRED.
I. ourvOOK AIR SHALL Be surr m To ALL HABITABLE Rooms THE AIR
SYSTEM DUCTS AT THE RATE SI°SCIFIED IN TABLE 3 - 2 ON THIS SHET.
2. OUrDOOFt AIR INLET DUCT SHALL WMIPLY WITH THE ,
A. SIZE A '- '- ORDIN6► TO TABLE 9••3 ON THIS SHEET.
5. DUCT PROM A IIERMINN. E JMW ON THE OUTSIDE OF THE dJILIDIN6 TO THE RETU!'MI AiR PL0UMi,
AT A POINT WITHIN FOUR PET UPSTREAM OF THE AIR HAWWM
Co. INSULATE TO R-4 (MINJ WEN LOCATED WITHIN GONVITIOND SPACES.
S. AIR INI.CT'S><
A. YTWT FROM THE ENTRY OF INSISCTS, LEA \AW ANiD OTHER FOREIGN MATERIAL.
P. LOCATE 90 A6 NOT TO TAKE AJR FROM THE POL.II.r )MNO AIREASs
I. WITHHIN TEN FEET OF AN APMIA .Z VENT OUTLET, UN..E54 THE YEW OUTLET 19 TF#REE
FEET ABOVE THE OUTDOOR AIR INLET.
2. WERE IT WILL PICK UP Oft MOTIONIELE ODORS, OR FLAMMjNRZ VAPORS.
S. A HAZARDOUS OR UNSANIITARY LOCATION.
4. A IRCOM OR SPACE HIAVlN& PUEL BURNING AI"Pt.IAN Cab TH CRIMIK
d. CLOSER THAN TEAT FEET FROM A VI NT OPENIN& OF A PLUM ONS DRAINAGE SYSTEM
UNLESS THE VENT OPENING IS AT LET TF#lS:E FEET ABOVE THE AIR INLET.
i6. ATTICS, CRAM. 9PAC4 S OR 6 � , -,, ,
4. THE OUTDOOR. AIR I NLET DUCT SHALL BE SW WITH ONE OF THE FOLLONNOo
A. A MOTORIZED DAA4PM G014EIGTE TO TFE AUre*4ATIG VENTILATION CONTROL TIMER.
D. A DAMPER INSTAW.LED AND OCT TO MET MINIMUM FLOW RATES AS SPLGIFIED
' � IN TAl4t.E J-2 ON THIS SH�ET, BY EITHER M" TESTINb OR PIOL.L.rOMYNb MANJFAGTURER'S
SOLID FUEL DIJILtNlINi6 A�PPLIANGE3 INCLUDE AIRTIGHT STOVE'S, FIREPLACE STO'VES, ROOA�i INSTALLATION INESTRUGTRONIS BMW ON SITE GON7ITiONS.
HEATERS, FACTORY BUILT FIFWLACES AND FIREPLACE INSERTS. ALL SOLID MAL BURNING Co. A4 AUTOMATIC PLC" RE UL.ATED DEVICE WITH HELD? I&L 8 OW OR PIM D CALGUL.ATED
I' AiP'IPLI AN TOMS SHALL COMPLY WITH THE PROVISIONS OF THE UNIFORM BUILDINS CODE: AND MINIMUM NE6ATiVE OF O.OT" NLATElt 6AU6e AT THE POINT M4ERE THE OUTSIDE
TM INFORM MECHANICAL GODE. AIR DUCT 15 C-ON EGTED TO THE RETURN AIR PL 1%H.
HE611 b* S. THE M40L.E HOUSE VENTILATION SYSTEM SHALL E BY A 24- H�t�UIR CLOCK
TIMER. WITH THE CAPABILITY OF CONTINJOUS OPLRATIONL, MANUAL AND AUTOMATIC
EACH DYCLI.IN& UNIT SHALL BE PROVIDED WITH HEATING FACILITIES GAPABL,.Ls OF MAINTAININ S CONTROL.. THIS CONTROL YWLL CONTROL THE FORCED AIR SYSTEM BLDPM NV IF APPLICABLE
A TEMPERATURE OF 10 D AHiRENWEIT AT A FEI&W OF 5 ABOVE THE FLOOR IN THE AUTOMATIC DAMPER. THE 24- FLOUR TIMER SHALL DE READILY A OCA!9 101
ALL HIABITAW! RI0OMM Y4EN THE OU'T'SIDE T9.1 4"LRATURE 15 AS SET rORTH IN TFE ".E.C. THE 24 -Ham. TIMiE•R SFHALL DE GAPA ! Ols OPERATIN & THE WHOLE HOUSE VENTILATION
SYSTEM N1`HOUIT 0 El IZIN SP OTHER APPLIANGES. AT THE TIME
DEFINITION OF BUILDING ENVEILOPe FROM THE NIA HINGTON STATE EN IM"Y CorMs OF FINAL. INSPEC•TIOK THE AUTOMAM GONri'ROL TIMER *&&" BE MET TO OPERATE THE INHIAM
THE ELEMENTS OF A BUILDING YWIGH E WAX_DSE CONDITIONED SPACES THRDUsH YWIGH THERMAL HORSE SYSTEM FOR AT LEAST 6 HOURS A DAY. A LAI M °SHALL W AP"IXW TO THE
IINI MAY 8E 114ANSIFEIRW TO OR FROM THE EXCWT AS E) I I ED By THE W.SLz. CONTROL THAT iIIB NIPS 'W F iOLE OUM 1/ENTIL.ATiON (WE OFT RATINb INS'TRIUIGTIONS) ".
I. FUEL BURNIN & APPLIANCOES LOCATED WITHIN THE BUILDING ENVELOPE SHALL OBTAIN AIR t -
IpR�oMt MEETINI6 THE PROVISIONS OF TABLE 3 2 '
THE; UNIFORM GAL GODE. VENTIL/, b0N RATES FOR ALL 6ROUP R OGGUPAACIES FOUR STORIES AM LESS*
2. MJEL BUlRNINS APPLIANCES LOCATED OUTSIDE THE 19UIL.DIN S SNIVMLOPE SHALL MET THE MINiIMJM AND MAXIMUM VENTILATION RATES C.IE31G !'ET PER MIN1Tl: W"
PROVISIONS OF THE INFORM MECHANICAL GODE. � � �, � `•�
S. DUCTWORK LOCATION AND SOURCE OF GA�IwOUSTION AIR SHALL MET THE PROVISIONS Or-
THE UNIFORM M6GFHANICAL CODE.
ALL WARM AIR PM4 C.ES SHALL BE LISTED AND LABELED BY AN APPROVED AWWMY AND
MSTALLED PER THE UNIFORM MEGHfANIGAL GODE. p 11'_" 4 a.
APFLIAWoM I FOR INSTALLATION IN GL.rO°JET3, ALCOVES Oft CONsIN W SPACES SHALL
BE SO LISTED AND INlSTAL.LE37 PER THE UNIFORM MECHANICAL CODE.
a
NO WARM AIR FURNACE SHALL BE INSTALLED IN A iROOM USED OR DESIONED TO BE USED
AS A BEDROOM, BATHROOM, CLOSET OR IN ANY SPACE WITH ONLY
TFROUSH SUC44 iROOM OR SPACE, EXCEPT DIRECT VENT FURNACE, ENCLDSW FURWACaS AND
ELE0TRi0 HEATIN & FURNACES PER THE UNIFORM MECHANICAL. COVE. ,...,..�
NO WARM AIR FURNACE SHALL BE INSTALLED IN A CLOSET OR, ALC47VE MTN A SPACE LE51F3
THAN 12 WIDER THAN THE FURNAoCE OR A C4JEARANGE OF 9 ALONG THE SIDES, BACK A10 f & MP L
n s�
MNM►M
s y, �
1q�.
(AS PER UPDATE El I OTI VE JANUARY 1, 2005)
2001 J^ ASH1 N6TON STATE ENER6Y !0,VC CI!�.S.E.GJ - TABLE (2-1
« I'RE3GRIPTIVE ROWIi MAENTS 0) FOR 61ROUr R OG A PANGY
ZLIMAATE ZONE I
«•
O. NOMINAL R -VAL L ES ARE FOR YtNM FRAME IE5 ONLY OR IES BUILT IN
A"ORD ANC& WITH SECTION 601.1 OF THE WS.E.C.
I. MINIMUM REWIREMENTS FOR EACH OP I ON LISTED. FOR EXAMPLE, IF A PROPOSED DESIGN
HAS A 6LAZING RATIO TO THE CONDITIONED FLOOR AREA OF 19%, IT SHALL COMPLY WITH
ALL OF THE R MI OF THE Ift BLAZING OPTION (Oi. HIOHWJ. DESIdNS
Y44IC 4 CANNOT MEET THE SPEGIFIG REQUIRLKWI75 OF A LISTED OPTION I AEOVE MAY
CALCULATE COMPLIANCE BY CMAPTERS 4 OR 3 OF THE 1A S.E.G.
2. REWIREMSNT APPLIES TO ALL CEILIN65 EXCEPT SIN SSE RAFTER OR JOIST VALJLTE D CEILINGS.
5. RtWIIRENENT APPLIGAVIL.E ONLY TO SIN SLE RAFTER OR JOIST VAUL.TW CEILIN65.
4. BELOW GRADE P4 SHALL BE 00A.ATED EITHER ON THE EXTERIOR TO A MINIMUM LEVEL
OF R -10, OR ON THE INTERIOR TO THE SAME LEVEL AS WALLS ABOVE 6RADE. EXTERIOR
INSULATION INSTALLED ON BELOW 6RAVE WALLS SHALL BE A WATER RESISTANT MATERIAL,
MAhWACTURED FOR ITS INTENDED USE, AND INSTALLED TO THE MANUFACTURERS
SPECIFICATIONS. SEE SWTION 6022 OF THE W 3F.G.
S. FLOORS OVER CPANL SPACES OR EXPOSED TO AMBIENT AIR CONDITIONS.
6. REQUIRED SLAB PERIMETER INSULATION SHALL BE A WATER !RESISTANT MATERIAL,
MANUFACTURED FOR ITS I IENDW, AND INSTALLED IN d$ TO THE MA04JFACTLIRIM'S
SPECIFICATIONS. SEE SECTION 602.4 OF THE ASF.C.
`T. DOORS, INGLLVIN6 ALL FIRE DOORS, SHALL, 8E A SS16NED DEFAULT U- FACTORS FROM
TABLE 10-6C OF THE "MiC.
D. WERE A MAXIML" &LAZINIS AREA 15 LISTED, THE TOTAL &LAZING AREAS (GOM OINED VERTICAL
PLUS ) AS A PERCENT OF 61WW C,ONDIT101ED FLOOR AREA SHALL BE LE56 THAN!
OR EO)JAL TO THAT VALUE. OVERHEAD 6LAZIN6 WITH U- FACTOR OF U ■0.40 OR L.E56 15 NOT
IN 6LAZINtp AREAS LIMITATIONS.
11. OVEWEAD 6L.AZIN6 SHALL HAVE UI- FACTORS DETERMINED IN ACCORDANCE WITH NFRG 100
OR AS SHPEGIFIED IN SECTION 502.15 OF THE A.S.E.C.
12. LOS AND SOLID TiMBER AALL9 MITT•H A MINIK#4 AVERAdE THICXJA!ft OP 5.3' ARE EST
FROM THIS INSULATION IEJIHRENE NT.
THE FOLLOV41N O KA4.4.5 ARE CONSIDERED TO MEET R - ZI WITMOVT ADDITIONAL. VOCAMENTATION
PER SECTION 602.2 OF THE KSM.C.,
A. 2x6 FRAPOW AND INSULATED NTH R -21 FIBBR,CsL.A 6 BATTS.
D. 2x4 FRAME AND INSULATED NTH R -13 F101119WLASS BATTS PEWS R SHEATFNN6.
Co. 2x4 PRRAMEP AMID IN SUL.ATW NTH R -19 FI01ER6LASS BATTS.
RED �1P�`
c�
AP pao
ao�
�� •N�V1��
�1�,pZN
I
.�
i
{ � i
w.
1 y
FLOOR
AREA, F'T'
10
MAXIMUM M M
q
Z
9
12
4
4
9
6
OPTION
6LAZINd
6LATJNS U- PACTOW
coope
celLINS
VALLTM
PALL
MALL-
wN.L-
FLOOR
x�e
NO LIMIT 3
ARCAo
U-FAGTOR
MIN.
65
10
CMUNIS
,bO12
INT.
EXT.
MAX.
143
150
ON
MAX.
165
173
II
MAX.
166
1015
x or
MAX.
210
216
<500
�o 15
eRAtx
er.om
am-o"
� O
OWAM
15
60
65
FUVR
vlwncAL
OVEMCAD
105
110
115
156
165
113
120
125
190
I80
188
Iq5
6PAL7E
61RAVE
150
155
160
225
295
240
I.
12%
0.35
0.56
020
R -36
R -30
R -15
R -15
R -10
R -30
R -10
II.
15%
0.40
0.55
0.20
R - 38
R -30
R -21
R -21
R -10
R -30
R -10
III.
29 P GROW
0.40
0.56
020
R -395
R -30
R -21
R -15
R -10
R -30
R -10
4001 -3000
R -I
143
110
165
125
166
140
210
155
239
110
255
APARTt- r
2"16
3001 -6000
105
156
120
160
155
203
150
225
165
ONLY
160
210
Iq5
2q5
6001 -1000
115
173
130
140
Iq5
210
145
135
IV.
UNLIMITED
0.40
0.56
0 .20
R -38
R -30
R -21
R -21
R -10
R -30
R -10
135
GROW R-9
150
225
165
246
180
210
Iq5
2q5
210
315
225
SINGLE
145
216
160
240
115
263
I qO
265
205
506
AMILY ONLY
330
235
353
V.
UNLIMITED
0.35
0.58
0.20
R -38
R -30
R -21
R -15
R -10
R -30
R -10
6* R -1
APART494R'9
ONLY
O. NOMINAL R -VAL L ES ARE FOR YtNM FRAME IE5 ONLY OR IES BUILT IN
A"ORD ANC& WITH SECTION 601.1 OF THE WS.E.C.
I. MINIMUM REWIREMENTS FOR EACH OP I ON LISTED. FOR EXAMPLE, IF A PROPOSED DESIGN
HAS A 6LAZING RATIO TO THE CONDITIONED FLOOR AREA OF 19%, IT SHALL COMPLY WITH
ALL OF THE R MI OF THE Ift BLAZING OPTION (Oi. HIOHWJ. DESIdNS
Y44IC 4 CANNOT MEET THE SPEGIFIG REQUIRLKWI75 OF A LISTED OPTION I AEOVE MAY
CALCULATE COMPLIANCE BY CMAPTERS 4 OR 3 OF THE 1A S.E.G.
2. REWIREMSNT APPLIES TO ALL CEILIN65 EXCEPT SIN SSE RAFTER OR JOIST VALJLTE D CEILINGS.
5. RtWIIRENENT APPLIGAVIL.E ONLY TO SIN SLE RAFTER OR JOIST VAUL.TW CEILIN65.
4. BELOW GRADE P4 SHALL BE 00A.ATED EITHER ON THE EXTERIOR TO A MINIMUM LEVEL
OF R -10, OR ON THE INTERIOR TO THE SAME LEVEL AS WALLS ABOVE 6RADE. EXTERIOR
INSULATION INSTALLED ON BELOW 6RAVE WALLS SHALL BE A WATER RESISTANT MATERIAL,
MAhWACTURED FOR ITS INTENDED USE, AND INSTALLED TO THE MANUFACTURERS
SPECIFICATIONS. SEE SWTION 6022 OF THE W 3F.G.
S. FLOORS OVER CPANL SPACES OR EXPOSED TO AMBIENT AIR CONDITIONS.
6. REQUIRED SLAB PERIMETER INSULATION SHALL BE A WATER !RESISTANT MATERIAL,
MANUFACTURED FOR ITS I IENDW, AND INSTALLED IN d$ TO THE MA04JFACTLIRIM'S
SPECIFICATIONS. SEE SECTION 602.4 OF THE ASF.C.
`T. DOORS, INGLLVIN6 ALL FIRE DOORS, SHALL, 8E A SS16NED DEFAULT U- FACTORS FROM
TABLE 10-6C OF THE "MiC.
D. WERE A MAXIML" &LAZINIS AREA 15 LISTED, THE TOTAL &LAZING AREAS (GOM OINED VERTICAL
PLUS ) AS A PERCENT OF 61WW C,ONDIT101ED FLOOR AREA SHALL BE LE56 THAN!
OR EO)JAL TO THAT VALUE. OVERHEAD 6LAZIN6 WITH U- FACTOR OF U ■0.40 OR L.E56 15 NOT
IN 6LAZINtp AREAS LIMITATIONS.
11. OVEWEAD 6L.AZIN6 SHALL HAVE UI- FACTORS DETERMINED IN ACCORDANCE WITH NFRG 100
OR AS SHPEGIFIED IN SECTION 502.15 OF THE A.S.E.C.
12. LOS AND SOLID TiMBER AALL9 MITT•H A MINIK#4 AVERAdE THICXJA!ft OP 5.3' ARE EST
FROM THIS INSULATION IEJIHRENE NT.
THE FOLLOV41N O KA4.4.5 ARE CONSIDERED TO MEET R - ZI WITMOVT ADDITIONAL. VOCAMENTATION
PER SECTION 602.2 OF THE KSM.C.,
A. 2x6 FRAPOW AND INSULATED NTH R -21 FIBBR,CsL.A 6 BATTS.
D. 2x4 FRAME AND INSULATED NTH R -13 F101119WLASS BATTS PEWS R SHEATFNN6.
Co. 2x4 PRRAMEP AMID IN SUL.ATW NTH R -19 FI01ER6LASS BATTS.
RED �1P�`
c�
AP pao
ao�
�� •N�V1��
�1�,pZN
I
.�
i
{ � i
w.
1 y
FLOOR
AREA, F'T'
MINIMUM M
MAXIMUM M M
MINIMUM M
MAXIMUM M
MAXIMUM
F EM
ROOMS
25'-0" 4
4 INCH 1
10' -0" 3
3
" 5
5 1NGH q
2 OR LESS
3 1
4
5
6
1
NO LIMIT b
8
NO LIMIT 3
tv' ".
MAX.
MIN.
65
10
MAX.
qb
105
MIN.
60
65
MAX.
120
128
MIN.
q5
100
MAX.
143
150
MIN.
110
115
MAX.
165
173
MIN.
125
130
MAX.
166
1015
MIN.
140
145
MAX.
210
216
<500
�o 15
501 -1000
=;3 83
1001 -1500
� O
q0
15
60
65
113
120
126
CIO
q5
100
135
145
150
105
110
115
156
165
113
120
125
190
I80
188
Iq5
155
140
145
209
210
216
150
155
160
225
295
240
1501-20001
q95
2001 -2500
70 103
2501 -50CIO
�
113
q0
q5
135
145
105
110
156
165
120
125
160
166
155
140
203
210
150
155
225
255
165
170
246
255
3001 -3500
w 120
3501 -4000
85
126
100
150
115
I19
130
Iq5
145
216
160
240
ITS
263
4001 -3000
q5
143
110
165
125
166
140
210
155
239
110
255
165
2"16
3001 -6000
105
156
120
160
155
203
150
225
165
246
160
210
Iq5
2q5
6001 -1000
115
173
130
140
Iq5
210
145
135
216
235
160
110
240
255
115
185
269
216
140
200
265
300
205
215
308
323
1001 -8000
1 �. 196
-g000
135
203
150
225
165
246
180
210
Iq5
2q5
210
315
225
3595
145
216
160
240
115
263
I qO
265
205
506
220
330
235
353
TOP LNG TO T"= UNIFORM MSC %0ftGAL GCSl7E.
Ar:2 "••� .," 101
"000090000, THAT EXCAMD 6 , I THE MINIMUM REdJI1�T LISTED
L.IGL EFIED PE I ROL WM GAS EIURNIN6 APPLI� SHALL NOTE INSTALLED IN A PIT, :,* TW_sE Ftm" 145 13Y AN ADDITIONAL 15 GPM PER THE MAXIMUM GFM 15 EQUAL
!°SAtSEMENT OR. SIMILA IR LOCATION V+ R.E HEAVIER THAN AIR OASES w. T . U il '''"�'" Tlp IS THE MINIHMINIMUM. -
APPLIANCES SO FUELED SHALL SHALL NOT 19E INSTALLED IN AN ABOVE 6R.ADE UNDER MOOR ' N NW y T�16= 3 3
9Y FRR� ur ..
SPACE OR 8 UNLESS SUCH LOCATION 15 PROVIDED WITH AN A . _f"!.'RR � � : (n PFIE-SGRLPTIVE EXHAUST DUCT SIZING
�.• REMOVAJ.. OF 6A5 PER TFE UNIFORM MEGFfANIGAL GODE. • :.�.� home
SIKOW PER
HEATING AND GOOL.INI6 APPLIANC 5 LOCATED IN A r, Apt AND ANIGH 6LNERATE 6LOM�, X L LMT'
SPARK OR FLAME CAPABLE OF 16�NLITIN6 VAPORS SHALL BE INST N714 ` � AA
f THE PILOTS AND OR HEATIN& EII MERM AND °SMTC.HE3 AT LEAST 16' A95OVIE THE "'••. «...•
.,N�.roOR SURFACE. `'` SAL
Y <,
..FIRE DAMPERS NEED NOT BE IN STALLED IN AIR DUCTS PAS51N6 TWZX16 4 THE WALL, FLOOR
#N OR CEILING SWARATING A RESIPO4CE ( GROUP R, DIVISION 5 OGCUPANGY) FROM A OARASE
(FsROUP U, DIVISION I OGGUPANGY), PROVIDED SUCH DUCTS WITHIN THE 6ARASE ARE
CONSTRUCTED OF S TEEL. HAVIN6 A THICKNESS NOT LESS THAN 0014' (NO. 26 6ALVANIZE12
-�gFEET 6AIIJ OW AND HAVE NO OPE'NIN65 INTO THE 6ARAEsE PER THE UNIFORM 19UIL.IDIN S CODE.
'WARM MR FURl4oWoE INSTALLATIONS IN ATTI05 OR CAAHL SPACES SHALL COMPLY NTH THE
# UNIFORM( MECHANICAL GODE
FAiy`T5 M
MINIMUM M
MAXIMUM M M
MINIMUM M
MAXIMUM M
MAXIMUM
•' 4
4 1NGH 2
25'-0" 4
4 INCH 1
10' -0" 3
3
" 5
5 1NGH q
q0' -0" 5
5 INCH 1
100' -0" 3
3
50 6
6 INCH N
NO LIMIT b
b INCH N
NO LIMIT 3
3
50 4
4 INCH 2 W
WA &
& 4 INCH ,, 2
20 3
3
60 5
5 I NGH 1
15 5
5 I NGH 1
100' - 0 ' 3
3
50 6
6 IirCH q
q0' -0 " 6
6 INCH •• N
NO LIMIT 3
3
100 5
5 I NCH 2 W
WA ., - . 5
5 INCH 5
50' i
i 3
100 6
6 INCH 4
45' -0" &
& INCH N
NO LIMIT 3
3
125 6
6 INCH 1
15' - 0 " 6
6 INCH N
NO LIMIT 3
3
125 '
'i INCH 1
10' - 0 " '
'1 INCH N
NO LIMIT 3
3
NOTES I. FOR EACH H ADDITIONAL ELBOW SUBTRACi 10' FROM LENGTH.
EVERY APPLIANCE DE°SI6NED TO DE VENTED SHALL BE CONNECTED TO A VENTING SYSTEM 2. FLEX DUCTS OF TH•HIS DIAMETEiR ARE NOT PERMITTED WITH FAMES OF THIS SIZE.
GOMAPLYIN& MTH THE! UNIFORM M CMANIGAL GODE.
I EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, T ENT YPE 5 6A5 V OT TYPE BW OAFS VENT TABLE 3 -5
PRESCRIPTIVE IN'TEblR�1TED FORGED AIR SUPPLY DUCT 31ZINkS
SHALL BE INSTALLED IN AC.GOIRDANNCE WITH THE TERMS OF ITS LISTIN S, MANUFACTURERS
,INSTALLATION INSTRUCTIONS AND THE RJBMIPUD40M OF THE UNIFORM MEBOHMICAL CODE.
'A TYPE B OR BIN GAS VENT SHALL. TERMINATE PLR THE UNIFORM lv G A NICAL COPE.
A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2'-O" ABOVE THE HIGHEST
POINT Y4ERE THE VENT PAS THIHRROUdH THE (ROOF OF THE BOIL VINid AND AT LEAST 2'-O"
HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10'-0 OF THE VENT PER THE UNIFORM
REQUIRED FLOW (0FM) MINIMUM 5MOOTH MINIMUM FLEXIBLE MAXIMUM LENGTH MAXI i'vV-1 NUMBER
PER TABLE: 3 -2 DUCT DIAMETER DUCT DIAMETER I OF ELBOWS 2
50 - 60 6 1 NGH 1 1 NCH ZG' - O" 3
60 - 125 1 1 NGH 6 INCH 20 J
115- i - m. 6 INCH 10 INCH :20'-O" 3
170 -240 q INCH 11 INCH 20 3
a t#0CA OAL CAME. ry- d NOTES H. FOR LEN OTT S OVER 20 FEET INCREASE DUCT DIAMETER I INCH. REC
2. FOR IS OHS WOW ERING MORE THAN 5 INCA ASE DUCT DIAMETER I INCH aTYpFE�
VENT CONNECTORS SHALL BE I NSTAL.LLD WITHIN THE SPACE OR AREA IN N6•M GH THE
APPLIANCE 15 LOCATED AND SHALL BE CONNECTED TO A CHIMNEY OR VENT IN SUCH A t ': � �U� 2
MAN NEt AS TO MAINTAIN THE C42ARANC41 TO GOHROTIN FM THE UNIFOW MECiHANIIGAL CODE. I G p�RM
JCATIM EQU i PMENT
ALL HEATIN & EWIPMENT SHALL MEET THE lREQUIIREAENiTB OF THE 10 NATIONAL AiPPL.IANGE ALL MA50ANRY FIREPLACaS AND CHIMNEYS SHALL Be CONSTRUCTED TO COWORM TO ALL
I!N I Y CONSERVATION ACT (NAEON AND OE DSO LAM-W. EQUIPMENT !,SHALL. ALSO WWL.Y WITH APPLICABLE PORTIONS OF THE UNIFORRM SUIL.DIN16 GODE AND THE UNIFORM AECMANIGAL
9WO11ON 1411 OF THE W RiC. GODE . PLUM LINER M I N I MVM, 5 /6" 1 RE GL.AY' (OR EGTU I VALENT) PER U8G .
F AM AREA f'ER UEEG. CHIMNEYS SFIALL SUPPORT ONLY THEIR OM VC16"T UNL
HVAC EQUIPMENT FOR LOW -RISE RESIDENTIAL SHALL BE SIZED NO doREA►T1!R THAN 1*50% OF SPE CIFICALLY DESIONED TO SUPPORT ADDITIONAL LOADS. A" FIREPLACES SHALL. BE
LESION LOAD IPROVIDED WITH TiOHTLY FITTING FUSE DAMAwwwm S, OPERATED WITH A READILY IDLE
MANUAL OR APPROVED AUTOMA►TIG OI 0 AN7 AN OU'T�31DE SOURCE of �TION AIR
MINIMUM DUCT SIZE OF b" SWARM INCHES EL'S IN AREA PROVIDED WITH READILY IDLE
I '
DUCT SYSTEMS Olt FACTORY WILT AIR DUCTS SHALL BE OF METAL AS 'JET FORTH BY DA 4PM DATED IN FRONT PART OF FIREBOX. PREFAiBiRICATED FI , CHIMNEYS, THE UNIFORM MR�I.'.fHH1�WWIGAL GODE. AND RELATED TO WAR U.L. OR 1.615.0. !SEAL OF APPROVAL AND TO BE
INSTAL.ILED PAR MANUFACTURERS gPl�GIF1GATIONS. SMALL EXT'LN� 20" (MIN) IN
2. REGTAM4lIJLA�I�, FLAT, OVAL. A�tE� ll�� DUCT JOIN'T'S AMID SCAMS SMALL E A►IRTIdHfiT' 'FRONT OF AND 12" (MINJ BEYOND EACH SIDE OF FI ItEPLAGE OPEN( NbM.
PQt THE UNIFORM MRS: HANA� (GAL. GOOF. 'FI SHALL BE P'R,O��/IDED WITH T1dHTLY FITTiNQ� diLA'Jg OR METAL DOORS.
B. INSTALLATION OF DUCTS SHALL COMPLY WITH THE UNIFORM ICAL GODE.
4. DUCT INSULATION BE INSTALLED IN A4C49WANC41 WITH T1f INFORM 1411504MICAL GODE.
i
_I:
0�
a ft
z
z<
O c 0
SLa��
c W <Fy12
Llw` - =Zdw�
0 w u <g��W= J=
<!1'1 �
z
r- Vf L d w 6 0
z* n Z W o F d m Q<
w p d�Itz 2
< 4 L "4cXQ�aw
cl zw��I >T at.. <<
u W
3w
W W ^~
J ,u
O V -
3LL
8§8
a ��N
N
Z ,
QZ W W
Z
uou'
d �
0
z
D
v
vs
ao
i
1
I
I
i
:ES .D 9 . ^ --
TC 5/0
iA*% BY: DA iir•
JRA `T /10 /0
c viSiED Or &A iE.
A ;4 - ^ A%
MM 6/13!0
LATERAL. JOB NUMBER-
03 -575
A N A 'A •� 4. ;C J
i
040432
Ads
00
I
A
J
s
a t#0CA OAL CAME. ry- d NOTES H. FOR LEN OTT S OVER 20 FEET INCREASE DUCT DIAMETER I INCH. REC
2. FOR IS OHS WOW ERING MORE THAN 5 INCA ASE DUCT DIAMETER I INCH aTYpFE�
VENT CONNECTORS SHALL BE I NSTAL.LLD WITHIN THE SPACE OR AREA IN N6•M GH THE
APPLIANCE 15 LOCATED AND SHALL BE CONNECTED TO A CHIMNEY OR VENT IN SUCH A t ': � �U� 2
MAN NEt AS TO MAINTAIN THE C42ARANC41 TO GOHROTIN FM THE UNIFOW MECiHANIIGAL CODE. I G p�RM
JCATIM EQU i PMENT
ALL HEATIN & EWIPMENT SHALL MEET THE lREQUIIREAENiTB OF THE 10 NATIONAL AiPPL.IANGE ALL MA50ANRY FIREPLACaS AND CHIMNEYS SHALL Be CONSTRUCTED TO COWORM TO ALL
I!N I Y CONSERVATION ACT (NAEON AND OE DSO LAM-W. EQUIPMENT !,SHALL. ALSO WWL.Y WITH APPLICABLE PORTIONS OF THE UNIFORRM SUIL.DIN16 GODE AND THE UNIFORM AECMANIGAL
9WO11ON 1411 OF THE W RiC. GODE . PLUM LINER M I N I MVM, 5 /6" 1 RE GL.AY' (OR EGTU I VALENT) PER U8G .
F AM AREA f'ER UEEG. CHIMNEYS SFIALL SUPPORT ONLY THEIR OM VC16"T UNL
HVAC EQUIPMENT FOR LOW -RISE RESIDENTIAL SHALL BE SIZED NO doREA►T1!R THAN 1*50% OF SPE CIFICALLY DESIONED TO SUPPORT ADDITIONAL LOADS. A" FIREPLACES SHALL. BE
LESION LOAD IPROVIDED WITH TiOHTLY FITTING FUSE DAMAwwwm S, OPERATED WITH A READILY IDLE
MANUAL OR APPROVED AUTOMA►TIG OI 0 AN7 AN OU'T�31DE SOURCE of �TION AIR
MINIMUM DUCT SIZE OF b" SWARM INCHES EL'S IN AREA PROVIDED WITH READILY IDLE
I '
DUCT SYSTEMS Olt FACTORY WILT AIR DUCTS SHALL BE OF METAL AS 'JET FORTH BY DA 4PM DATED IN FRONT PART OF FIREBOX. PREFAiBiRICATED FI , CHIMNEYS, THE UNIFORM MR�I.'.fHH1�WWIGAL GODE. AND RELATED TO WAR U.L. OR 1.615.0. !SEAL OF APPROVAL AND TO BE
INSTAL.ILED PAR MANUFACTURERS gPl�GIF1GATIONS. SMALL EXT'LN� 20" (MIN) IN
2. REGTAM4lIJLA�I�, FLAT, OVAL. A�tE� ll�� DUCT JOIN'T'S AMID SCAMS SMALL E A►IRTIdHfiT' 'FRONT OF AND 12" (MINJ BEYOND EACH SIDE OF FI ItEPLAGE OPEN( NbM.
PQt THE UNIFORM MRS: HANA� (GAL. GOOF. 'FI SHALL BE P'R,O��/IDED WITH T1dHTLY FITTiNQ� diLA'Jg OR METAL DOORS.
B. INSTALLATION OF DUCTS SHALL COMPLY WITH THE UNIFORM ICAL GODE.
4. DUCT INSULATION BE INSTALLED IN A4C49WANC41 WITH T1f INFORM 1411504MICAL GODE.
i
_I:
0�
a ft
z
z<
O c 0
SLa��
c W <Fy12
Llw` - =Zdw�
0 w u <g��W= J=
<!1'1 �
z
r- Vf L d w 6 0
z* n Z W o F d m Q<
w p d�Itz 2
< 4 L "4cXQ�aw
cl zw��I >T at.. <<
u W
3w
W W ^~
J ,u
O V -
3LL
8§8
a ��N
N
Z ,
QZ W W
Z
uou'
d �
0
z
D
v
vs
ao
i
1
I
I
i
:ES .D 9 . ^ --
TC 5/0
iA*% BY: DA iir•
JRA `T /10 /0
c viSiED Or &A iE.
A ;4 - ^ A%
MM 6/13!0
LATERAL. JOB NUMBER-
03 -575
A N A 'A •� 4. ;C J
i
040432
Ads
00
I
A
J
s
Ads
00
I
A
J
s
FIM D NAILING NOTED IN PLYY%= NOTES ON F* I P;0^ D ROOF S FRg i FOUN DATION
od a 4" o.c. �+� DIMENSION
.00 SMEAR WALL PER PLAN
2x 5TU05 PER PLAN
MUDSIL / A. BOLT5 PER
ROOF TRUSS I) 04 BAR CONT. FOUNDATION PLAN
MAX. b BELOW TOP
OF F'ND. WALL - 4,1_610 O" MIN. R -10
INSULATION
4" GONG. SLAB 4" GONG. SLAB
OY/ER b MIL. BLACK OVER b MIL. BLACK
V.B. OVER 4" V.B. OVER 4"
Ibd ®b" O.G.
p x 4 TO 7RU55 GRANULAR FILL 4sRANULAR FILL
770M CHORD
Ap
�r- .- '�+•t:•'� ° ?1'' _1: .�•;y,.r- .;�;,, 1 ., yOPP
$*LYWD TO 2x4 - 8d ® b" O.G. - - - `' 1 ��� '. } 3c i. '! 'r.�' ► i,` w` ;�i•?►M �y�'1,+rk:
TWO RO PLYWD TO 2x4 I I �. 1' -"� ji :r . �`;, �,;.,:. .• ••
I .,
W5 ad ' I •1 _ ,
® b" O.G. (STAGGERED) - y
1� 4
4 I_ �, J
504EAR WALL 04" PLYNiO : �� • • I I h '
e4 BAR VERTICAL a Ib" O.G.
PER PLAN 4 • • 4 HORIZONTAL • I b" C.G.
a
• I• ' (2) e4 BAR CONTINUOUS
3" GLR. • - •.
SCALE : I N 1'-0 4 ,. 8N ",
el ��
.� SCALE . I"
I OFFSET TRUSS TRANSFER 2 SII 517EM
KALL N1 SL AB ! J
FIELD NAILING NOTEV IN PLYAOCV NOTES ON PG I ..,., •(
DIMENSION
SHEAR WALL PER PLAN
FLR. JSTS. PER PLAN ; SCHE DULE
FINISH PER ELEVATION OVER 2X STUDS PER PLAN
BATT INSULATION PER PLAN r 15 LB. BU I LD I N6 PAPER
3/4" T.46. PLYWOOD SUBFLOOR
OVER SHEATHING PER PLAN BATT INSULATION PER PLAN
GLUED 4 NAILED Ibd 0 4 1 O.G.
- - - � DOOR: I" MAX PRES.�URE TREATED RIM JOIST
OR 4" MIN BATT INSULATION PER PLAN
WATER PROOF
MEMBRANE 3/4" T : t PALLED OD SUBFLOOR
&LU SOLID BLOCKI
4" CONC. SLAB
BEAM PER PLAN 16d TOE-NAIL
o b" O.G.
Z 2 X 4 CLEAT
EACH SIDE •'• �•
BOTTOM OF BEAM •
FLR. JSTS. PER PLAN
P. T. POST PER PLAN STUB OUT #•4 9- AR X 24 "1 ; - •�
(2) 5IMP50N A24 0 18 O.G. _ 41
•
FRAMII H P05T (I) BAR CONT. M
ANCHORS b M BLACK V. B. AX. b " I N 4 MUDSILL / A. BOLTS z 4
- `- BELOW TOP OFF Y�lA1_ ' (I • 1 N PER FOUNDATION PLAN
I d3
_ -
4 j � � "-�, 04 BAR VERTI O.G L L
11
I AL a l b O.C. e
t HORIZONTAL ® b" O.G.
. 1 - MIL B A_GK Y.B.
4 N •
III 11,;,111 lillll =ll • - ;- _
�
'
2) *4 BAR CONTINUOUS ;D • ' r �. I I �- M1 .' • „rf
3 " GLR. - (�) * 4 B� t': CONTINUOUS
E 4
SCALE 1" = 1' -0" 4 " VIA. PERF. k4
FOUNDATION DRAIN Iq 19 11 SG," LE : 1" r 1'-0"
CONTI NUOUS FOOTING .4
8 END. KALL K/ *
NOTE: SPACING BETWEEN INTERMEDIATE FIM D NAILING NOTED IN PLYY4000 NO'TM ON PG I
GUARDRAIL MEMBERS TO BE A MAX. a
1 114" VIA. Mi N. SUCH THAT A SPHERE OF 4" VIA. SHALL CRICKET
CONT. HANDRAIL NOT PA55 THROUGH ANY OPEN I N&
BALUSTERS TO CONFORM 2 X 6 BUILT -UP CURB
TO UBC SEC . 1005.3.3 5KYL I GHT 51 ZE PER PLAN W/
4" MIN. CURB FLASHING AS
Q RECOMMENDED BY MANUFACTURER
Y_ `0 51 MP50N A34, (I) (2 LAYERS LAMINATED GLASS
+12 -O A.F.F,/ 2 LAYERS TEMPERED
z ® EA. STRINGER GLA55 ®- 12' -0" A.F.F.)
0 m - (2) 2X4
z X4 RAFTERS OR TRU55 BEYOND
`
z NAi LERS/
/ PER PLAN \
Q" MIN. \\ !! \
AD ATT INSULATION
_ PER PLAN
BELOW 5TA1 R I NS'•ALL 5/8"
u d - TYPE 'X' G.W B. (:2 SAYERS (2) 2X4
U) I 0 GEI:-IN5, (I) LAYER ® WALLS
a ' Q I 2X4 I NF I LL FRAMING
(3) 2XI2 STRINGER5
Ibd ® 2X4 7HRJ5T -------------------- - - - - -- -
4" O.G. BLOCK _ - - ____>....�„__________,_ = = =>sa _
FIRE BLOGKIN& 0 MID - SPAN
I "(3) 8d TOE NAIL 5TRiNISER
TO THRUST BLOCK
J015T OR BLOCK i NG ® T BELONI N OT TO 50ALE
5 INTERIOR STAIR
•. * ••• r •• • • 4 ' • r.. 49 46
STEM 'AALL • • :p • 04 x5'-0"
• PER PLAN
• • • • •
• •.1 • • • • c • �• •• •
It
V 44
• 2.A ' '
• • ' 4 :. •.� f�4 • MID -F3E I GHT • dJ
•,� ti OF FOOTING • '
' •- •♦ -:-8" BASEMENT
iAL
FOOTING PER-'
PLAN
COMPACTED • ' • • • .
BACK FILL PER o A d -
NOTES + I I •-. FOOTING PER PLAN - • -�--•�
• i • • •
•
NOT TO SCALE
7YP ICAL 5TEPPED FOOTING
SCALE : I" = P -O"
b) SKYLIGHT
GULTUREL
GONG. VV
PER PLAT
•T yFr NN.
SEATING I
1% " N
MORTA
NOT TO SCALE
8
L I 67HTY4E I &HT VENEER. O/ C,0NV%J=TE
NOT TO SCALE
Q
L IGHTWEIGHT VENEER O/ SHEATHING
rA
ROOF VENTILATION
Standard Truss Scissor Truss Roof Framing Assembly:
Roof Area -
1551 s.f.
SYMBOL
Ventilation Required:
1551 s.f. x 144 s.i. / s f. 1300 =
744.48 s i. Req'd
Provide 112 ventilation at eaves,
112 above midpoint & min. 3 R. above ease vents
365.76 s.i. Req'd
Eave Ventilation.
.Foundation Vents
(zL
Blydblocking =
4.71 s.i. / I.f. • 25% reduction =
3.53 s.i. / I.f•
Eave Ventilation Req'd =
744.48 s.i / 2 ! s.i. per 11 =
105 38 I.f
Provide :
106 I.f birdblocking. Ventilation =
374.45 s.i.
Min. Ventilation Provided =
374.445 s.i. is greater than
372.24 s i. Req'd
Upper Roof Ventilation
FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS
.,,,, ';
7"x7" Attic Roof Jack =
49 s.i. each - 25% screen reduction =
36.75 s.i. each.
Upper Ventilation Req'd =
744.48 s.i. / 2 / s.i. of each vent =
10.13 vents
Provide:
11 -7 "x7" roof jacks. Ventilation =
X404.25 s i.
Ventilation Provided =
404.25 s.i. is greater than
372.24 s.i. Req'd
Use: (minimum)
106 I.f. birdblocking. Ventilation =
374.46 &1.
Use : (minimum)
11 -7 "x7" roof jacks. Ventilation =
404.26 &i.
Total Min. Ventilation Provided = 778.70 &1. IS GREATER THAN:
744.48 &1. Req'd
FOUNDATION
VENTILATION
SYMBOL
Crawlspace Area:
381 s.f.
ROOM
Ventilation Required:
381 s.f. / 150 =
365.76 s.i. Req'd
Use: 14 x 7
.Foundation Vents
(zL
Vent Area =
98 s.i. - 25% reduct.,1 /4 "mesh =
73.5 s.i.
Vents Required = 365.76 s.i. / Vent Area =
4.98 s.i.
Provide : • 5 14" x 7"
Vents, Area -
367.5 s.i.
Ventilation Provided= 367.50 s.i. is Greater than
365.76 s.i. Req'd
Use: 6 14" x 7
Foundation Vents
Fan
FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS
VENTILATION SCHEDULE
2000 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE
SYMBOL
LOCATION
MINIMUM FAN REQUIREMENTS
ROOM
Bath, Powder,
Min. 50 cfm @ 0.25" WG (VIAQ Table 3 -1)
A
Laundry
7 9VCH SMOOTH OR 8 INCH FLEXIBLE OUTDOOR AIR INLET DUCT PER VIAQ TABLE 3 -5
(zL
Kitchen
Min. 100 cfm @ 0.25" WG (VIAQ Table 3-1)
B
VAL
F
(Range hood or down draft exhaust fan rated at min.100 cfm
%)A
OPTION 3 WHOLE HOUSE VENTILATION USING A SUPPLY FAN (VIAQ 30TH 3)
INCH SMOOTH OR INCH FLEXIBLE OUTDOOR AIR INLET DUCT PER VIAQ TABLE 3-6
at 0.10" WG may be used for exhaust fan requirement.)
W
Whole House
MIN. CFM = 90 MAX. CFM = 135 (VIAQ Table 3 -2)
C
Fan
(based on 2,995 s.f. floor area 8 3 bedrooms)
.,,,, ';
AUTOMATIC FLOW - REGULATING DEVICE
*flow raring @ 0.25" WG
OPTON 4 WHOLE HOUSE VENTILATION USING A HEAT RECOVERY VENTILATION SYSTEM (VIAQ 303 4 4)
I
`whole house fans located 4 ft. or less from interior grille to
have a sone rating of 1.5 or less measured @ 0.1" WG
*whole house fan may be omitted when using OPTION 2.
(onl . equired when using OPTION 1 (VIAQ 303.4.1))
*All fans to vent to outside
*AII other requirements of 2001 WSEC / 2000 VIAQ must be met
WHOLE HOUSE VENTILATION USING THE PRESCRIPTIVE METHO
'VAPOR RETARDER
i OPTION ' WHOLE HOUSF VENTILATION USING EXHAUST FANS (VIAQ 303 4 1)
FLOOR
MIN CFL1 EXHAUST FAN FLOW RATING PER VIAQ TABLE 3 -2
ROOM
NOTE: THIS IS THE ONLY OPTION THAT REQUIRES A WHOLE HOUSE FAN.
VVNU
OPTION 2 WHOLE HOUSE VENTILATION INTEGRATED WITH A FORCED AIR HEATING SYSTEM (VIAQ 303 4.2)
I -FLAME
7 9VCH SMOOTH OR 8 INCH FLEXIBLE OUTDOOR AIR INLET DUCT PER VIAQ TABLE 3 -5
(zL
MOTORIZED DAMPER
jiM
L ^ MANUAL DAMPER MEF TING VIAQ TABLE 3 -2 FLOW RATES 90 CFM
VAL
F
AUTOMATIC FLOW- REGULATED DEVICE
%)A
OPTION 3 WHOLE HOUSE VENTILATION USING A SUPPLY FAN (VIAQ 30TH 3)
INCH SMOOTH OR INCH FLEXIBLE OUTDOOR AIR INLET DUCT PER VIAQ TABLE 3-6
WNus
W
BACK -DRAFT DAMPER SELECTION
TYPE
CALIBRATED MANUAL VOLUME DAMPER
MANUAL VOLUME DAMPER
.,,,, ';
AUTOMATIC FLOW - REGULATING DEVICE
0
OPTON 4 WHOLE HOUSE VENTILATION USING A HEAT RECOVERY VENTILATION SYSTEM (VIAQ 303 4 4)
a r
M
FINISH PER PLAN -
INSULATION PER PLAN
2x 5TUD WALL
PER PLAN
SHEATHING
PE ATHER RESISTANT -
SARR� ER
METAL LATH
CULTURED STONE
*r%YrF` 811411
MORTAR JOINT
?YP "N" MORTAR ----
SEATING BED
Ao
GLAZING SCHEDULE
'VAPOR RETARDER
PROPOSED INSULATION
FLOOR
PLAN M299SA3FTU -0
ROOM
N OF
VVNU
WNJ MAr+u
I -FLAME
WDW ] EN�O
(zL
Atk
jiM
LU-E
VAL
F
AREA
%)A
,,,; .�?'10 '
WNus
W
H
TYPE
TYPE
GAP
.,,,, ';
PROPOSED DOOR U -VALUE
(11
4 1
I
MAIN FLOOR
FOYER
2
1 ��
;; %0 P.11lGAR7
VINY
PiC WkE
`320
1�2'
ASR
YES
0 35
1500
625
FOYER
2
1.50
1.50 MILGARD
VINYL
PICTURE
:).920
117'
AIR
YES
0.35
_
450
1 58
FOYER
1
3.00
1 50 MILGARD
V INYL
PICTURE
:,320
112"
AIR
YES
0.35
450
1 58
GEN
2
2.50
5.00 MILGARD
VINYL
LASE
5521
112"
AIR
YES
036
25.00
Poo
POWDER
1
200
3.00 MILGARD
VINYL
CASE
5521
112"
1 AIR
YES
036
6.00
216
STAIRWELL
3
2.00
5 00 MILGARD
VINYL
;,ASE
5521
112"
AIR
YES
1 0.36
3000
1080
S TAIRWELL
3
200
2 00 MILGARD
VINYL
PICTURE
5320
112"
AIR
YFS
035
1200
4 20
FAMII y
3
300,
A 00 MILCARD
VINYL
S HUNG
5220
112"
AIR
YES
0 39
fi4 00
21 06
K I(,HciJ
1
G UG
4 5U
MILGAF?D
VINYL
bL,ULH
512U
112"
AIR
YES
U.38
27.00
10 26
DINING
3
2 00
6.00
5 00
MILGARD
MILGARD
VINYL
VINYL
CASE
EASE
5521
5521
112"
112"
AIR
AIR
YES
YES
036
036
3600
2000
1 296
720
LIVING
2
x.00
LIVING
1
400
5.00
MILGARD
VINYL
iPiCTURE
5320
112"
AIR
YES
035
2000
700
LIVING
4
2.00
2.00
MILGARD
VINYL
PICTURE
5320
1/2"
AIR
YES 1
0 35
16 OC
560
UPPER FLOOR
UO
3.00
MILGARD
VINYL
PICTURE
5320
112"
AIR
YES
0 35
12 OC
4 20
MSTR BATH
4
2.00
5.00
MIL
VINYL
CASE
5521
1/2"
AIR
YES
036
4000
1440
1
2.00
3.00
MILGARD
MSTR BATH
VINYL
CASE
5521
112"
AIR
YES
0.36
600
2 16
130NUS
1
15.00
4 00
MILGARD
VINYL
SLICER
5120
112"
AIR IYES
0.38
24 00
9 12
UTILITY 11
1
2 00
3 00
MILGARD
VINYL
GASP
5521
112"
AIR
YES
036
600
2 16
BEDRM 2
1
600
4 00
ti11L;ARD
VINYL
SL ;DER
5120
112"
AIR
YES
0.38
2400
9 12
BEDRM 3
1
600
4 00
MILGARD
VINYL
SLIDER
5120
112"
AIR
YES
0.38
2400
9 12
h1STR BEDRNI
1
i 00
5 00
MILGARD
VINYL
SLIDER
5120
112"
AIR
YES
0.38
3500
13 30
MSTR BEDRM
1
3.00
1 50
MILGARD IVINYL
IPICTURE
1
5320
1/2"
AIR
YES
0.35
4501
1 58
WND. TOTAL:
445.50
143.50
DOORS WITH MORE THAN 50% GLASS
HOOK
3 1
3001
8.00 SIMPSON IWOOD
IDOOR
1
6001
314° JAIR
1YES
0 36 1
72 OOF
25 92
DOORS WITH MORE THAN 50%GLASS- TOTAL:
72.00
25.92
•
AVG.
U VALUE
(VERTICAL GLASS):
0.37
SKYLIGHTS AND SKYWALLS
STAIRWFLL
1
400
4 00
MILGARD
VINYL
SKYLIGHT
780
314"
AIR
140
054
1600
864
IVISTR BATH
2
200
2 00
MILGARD
VINYL
SKYLIGHT
180
314"
AIR
NO
0.54
8.00
4 32
BATH 2
1
2.00
2.00
MILGARD
VINYL
SKYLIGHT
780
3/4"
AIR
NO
0.54
400
11 16
SKYLIGHT TOTAL:
28.00
15.12
AVG. U VALUE (OVERHEAD GLASS):
0.54
AREA
UA
545.50
20484
TOTAL 1
TOTAL 2
GLAZING
% =
TOTAL 1
=
54550
S P
=
18 21%
HEATED AREA
2995 00
S F
AVG
U -VALUE =
UA TOTAL (TOT
2)
0
20484
UA
=
036
U- VALUE
AREA T TIAL (TOT. 1)
545.50
A
1 U- VALUES ARE NFRC CERTIFIED OR OBTAINED FROM WSEC TABLE 10 -6A,
B, C, D OR E
'
'VAPOR RETARDER
PROPOSED INSULATION
FLOOR
4 MIL POLY
' )i X 1 FACE STAPLED BACKED BATTS
PLYWOOD W/ EXT GLUE
WALL
4 MIL POLY
E2] FACE STAPLED BACKED BATTS
PVA PAINT
CEILING
4 MIL POLY FACE STAPLED BACKED BATTS Q PVA PAINT
l
EENOT REQUIRED 1,= !VENTILATION SPACE AVERAGE 12" ABOVE INSULATION
2001 RESIDENTIAL Vv SOEC CHAPTERS: HEATING SYSTEMS SIZING
PRESCRIPTIVE HEATING SYSTEM SIZING:
ELECTRIC RESISTANCE (BASEBOARD / UNIT HEATERS)
CONDITIONED SQUARE FOOTAGE X 005882 = 17.62 MAXIMUM KW OUTPUT
OTHER FUELS
CONDITIONED SQUARE F0:0 X 20 = 59900 MAXIMUM BTU OUTPUT
2001 WASHINGTON STATE ENERGY CODE CHECKLIST
CHAPTER 6 PRESCRIPTIVE
PROPOSED INSULATION
OPTION 14UMBER
IV
CEILINGS
R -38
MAX GLAZING PERCENTAGE ALLOWED
UNLIMITED
VAULTED CEILINGS
R -30
PROPOSED PERCENTAGE GLAZING
MAX VERTICAL U -VALUE ALLOWED
PROPOSED VERTICA U VA
0.18
0.40
037
ABOVE GRADE WALLS
BELOW GRADE WALLS (INTERIQf "'�-
FLOORS OVER UNHEATED SPACES .
R -
1
MAX OVERHEAD U -VALUE ALLOWED
0.58
SLAB PERIMETER ..,; . ''„�,•„r.,
,,,; .�?'10 '
PROPOSED OVERHEAD U -VALUE
0.54
DUCTS IN UNHEATED SPACES ANY W_JWS
MAX DOOR U - VALUE ALLOWED
020
�, _ �. ,,,,.,,,.,,,,,
.,,,, ';
PROPOSED DOOR U -VALUE
0 20
4 1
I
low
w
r s
MOM
JF an�,�W
`FN V1�
z' z lj
C.
� W
<_
W
" - for OCN�
►- N IY�WC72 V � ZN
Zwv;a° oQ -�Q,U
��i Lai L �m z
Q�Q <a�9Xa
a.ZLi > a <
CV
U LLJ U5
3 w
W
' U
N Q
8
3LJL
g °
U �^
O � � N
W)
W N
z�
<C Z
DU
U_ U.
� J
o
CV
Go
0 0
W! �
�
�i
W�
^ES 3N; D 9'
`A'E
C
Off THE TtESIGNER to •
.�• • V
� OC 'AIM ! cG'i4. COPIED •• Q
r,
et�r •,
- " • OF Hts KM of
'7/10/0_ �
-v19EO BY-
% AL
i
S
.ab.�rr-_
v• kt�.�
Jr
4 1
I
r s
MOM
JF an�,�W
`FN V1�
z' z lj
C.
� W
<_
W
" - for OCN�
►- N IY�WC72 V � ZN
Zwv;a° oQ -�Q,U
��i Lai L �m z
Q�Q <a�9Xa
a.ZLi > a <
CV
U LLJ U5
3 w
W
' U
N Q
8
3LJL
g °
U �^
O � � N
W)
W N
z�
<C Z
DU
U_ U.
� J
o
CV
Go
0 0
W! �
�
�i
W�
^ES 3N; D 9'
`A'E
TG
5/0%
.AAWN 9Y:
rilk/1 iE:
JRA
'7/10/0_ �
-v19EO BY-
QA TE:
M1M 16/13/0
LATERAL ,ios NUMBER:
03- 575
. 1
Cr6
rte
JUt 2 8
A`.N .'? N V J, 0
04045:2
r
AM i N6 t FOUND V
pIMENS10N SHEATHING PER PLAN D IMENSION 4 r
_
�.BA
NOTE: NO SLAB INSUL. 0IMEN51ON cj now—
g�}EEAR AALi PER PLAN �Zx STUDS PER PLAN SHEAR HALL PER REQUIRED IF SLAB 15 �L PER PLAN 2X STUDS PER PLAN EAR y _� 1°ER PLAN .. -- -2X STUDS PER PLAN ; 1 9 W 43 *
4 5GHEPJLE _--_ .____ __.�., PLAN t SCHEDULE MORE THAN 2 FEET rg�44 LE' _ � BATT INSULATION PER PLAN 4 SCHEDULE - � BATT INSULATION PER PLAN 5NEAR WALL `� �
} PER PLAN - m
BELOW GRADE „• _
FINISH PER ELEVATION OVER � -.... •
2x STUDS MUD -SILL / ANCHOR xy IFINI5H PER ELEVATION OVER BATT INSULATION PER PLAN FINISH PER ELEVATION OVER BATT INSULATION PER PLAN
i5 LB. F3UILDIN6 PAP PER PLAN BOLTS PER FND PLAN 15 LB. BUILDING PAPER 15 LB. BUILDIN6 PAPER
OV " "
ER ' MUDSILL / A. BOLTS �' _,_ OVER SHEATHING PER PLAN 5/4 T.46. PLYWOOD SUBFLOOR OVER 5HEATHIN6 PER PLAN 5 /4 T.46. PLYWOOD SUBFLOOR
Z - FLASHING PER FOUNDATION PLAN (1) #4 BAR GONT &LUED t NAILED GLUED t NAILED
VIC
WOOD TRIM
MAX. b" BELOW A
URRED WALL t
ca
FLOOR
Ibd TOE -NAIL TOP OF FND WAIL ''�` INSUL. PER 1DLAN Ibd • 4" O.G. Ibd • 4 O.G.
Ibd • 4" O.G. ,
OPTIONAL -- - - - -- - _
gO Q" MAX. 5 AB T 6RR E 4" GONG. SLAB OVER _ ° " I.j • Z - FLASHING r Z - FLASHING - I ' MIN. WOOD TO GRAD 1 b BLACK V. B. OVE MIN. 1 � � � (� � 1 . Ij _ . BETWEEN WOOD TRIM
f 4 bRANULAR FILL I' -O" MIN GRANULAR �' �'r .. �r;'� I yip IO TRIM � 1 8 d • 4 O.G.
(.) NT. MA 'I � FREE DRAINING �;:: • • .M '
M4 BAR .• GONG. t WOOD � OPTIONAL -- - - OPTIONAL
GO b •d Ibd TOE -NAIL +••�•
PLR. JSTS. PER PLAN R. ..:,•
. ►HALL \"�.� 1 ' � BAGKFILL ; i` ..:• � � TTgg
R
BELOW TOP or FND FLAN w ..►' <
. • b O.G. • b O.G. •' -• _� < � �
� . ' ,� ..,,,. c w. •;wr ` l .;h i 2' - O" MIN. R - 10 . b MIN. Y b" MIN. r' t..;..w 2x FLR J5 :�C
11 " ..
�j \• �! �• • w;r'�1 �•. � �.. +K:�1; °: . :{,..�r• WA F.- ..i;' ,� . RI61D INSULATIO ° • ,,,,,, • R AN F v <
\ •� , r • .� �• M. _ - I) 4 BAR GONT j 1 ° ; .� �► i
PE PL v •
• X \�/\ \�\ �\ _ ;.:. �: ::',•• :.i r� -=';•; �G z .;•�::► ; ti -v . MEMBRANE ,: •; ,1 1. (I) 4 BAR GONT ,� Ibd TOE -NAIL 1 r v v_�d
/, � " ` ,4 , , r . -: �: r x. I1 m MAX. b BELOW MAh. b" BELOW I' I MUD51LL / A . BOLTS " Q < z k'
Q TI &H I NE �, �� �� "• ' , �� • :r• d'' GONG. SLAB TOP OF FND WALL 1 w MU LL / A. BOLTS PER FOUNDATION PLAN
I u r
TOP OF FND WALL
\� •• �' \ \ !\\ 1t4 BAR O I b" O.G. :� I I •
110 M PER FOUNDATION PLAN I - •- _ < W
STORM DRAIN • I� \���� / ,,. OVER b MIL. BLACK •- I _
/ / VERT. t HORI Z. '� U FILL
Q ' IF REQUIRED :�, \� \i ..,� I V.B. OVER 4 � , Xl"�i� ` / � ` L� ' ••_ � %' / f �/• . �IJ • •" �. � '�` ......• r��U� �� ►-
:yam ��� /�' i \V y �\ / (2) w4 BAR s,�'"' *, "'�, 1 z E T I GHTL I NE 1 �� . _ - 11. T 16HTL I NE / `
\� \� \�` \ \� \ \� ',•��• i _ V STORM / 4 BAR VERTICAL • Ib" O.G. n V M ;� K4 BAR VERTICAL • Ib" '•'" �,
\ \ \ \ CONTINUOUS ? �r r • STORM O G 1ti a
/� / / //� • I e I b" OG
.. :r' '' := • �• " DRAIN ���� `,'`- t HORIZONTAL O Ib O.G. \�i'� HORIZONTAL • tb" O.G.
#4 BAR VERTICAL F • _ -
11 1 � ,, .,,,�, 4 O IF REQUIRED . a 0 R A . i
4 DIA PERF. �. N <
t HORIZONTAL • Ih O.G. �. 1 %t!
II m B F REQUIRE
FND DRAIN , M. • ;';:.• ' i ` » >< Y - - \� \\ '• ,��b MIL. LACK V. B. m D / � / \ •• II —. ", ;n
r .:. < x .I ;� •' , •; r �', w •;:- r �:; '•` : ; ` :%•• •.n `� I /�� I b MIL. BLACK V. B. <
• •• `• h , ..• I� a - I I -I 1 1— I I I ' - -� I - •r I - • , d i \ ( .\ M- :•� L: N
•.`�: • • • - _ I I — ++ � `dJ i � i i jj 2) 4 BAR CONTINUOUS SHEAR WALL W
�! z c z Q
dJ . ,•. f 1J1 •., (2) 4 BAR CONTINUOUS . ..,
.1 . a 2 �4 9AR CONTINUOUS w - -� —'�— .• • i , ., a o - $
3 GLR. • O NUOUS w• e • .. - . 11 11 tLl • d, \/ \/ \/ \ .• • • / / / / 4 m
\ \ \, \\ �'
,, , 11 \ \ \ .�\ H \ \ PER PLAN _ $
• 4' DIA. PLRF. FND, DRAIN. / DI PERF FND DRAIN
`:,,L; ,
•• --I 3 CLEAR DOVER 3" GLR. • ! �����4' A. . . . 8 GLR. .. • \ /��\ v a o �i
PROVIDE 4 OF 3/4' GRAVEL `' ' ► I i �1 I I= I i '- ��/ �,
4 4 " \ \/ » " � �4" DIA. PERF, FND. DRAIN. '' W < a � � � o LL_ PROVIDE 4 OF 3/4 GRAVEL 4 4 \� " 2 I�I - r < w x <
PROVIDE 4 OF 3/4 bRAVH. •
" I I ,� � t FILTER MEDIA COVERING 4" 8" " SCALE �: ' 1" = 1' -0" X 11 4 y t FILTER MEDIA G4 ERIN6 •► "+�mj
SCALE I O 5ECT O I �i A tt 11 /K " 11 �
GRAVEL PER UPC MI5.1. :a SCALE : 1 = f -O 6RAVEL PER LPG MI5.1. SCALE : I 1 O t FILTER MEDIA COVERING ,,.. " 11
GRAVEL PER UPC MI5.1. •��••* �.Y..•..« SCALE : I ■ I -O •
i 8 " GARAGE FND . WALL 2 II 8 FND. MALL y 4li ;` ' II', S GRANLISPAGE/BASEMENT HALL 3 4 S FND. VIAL
EAR TRANSFER
jj
LLJ
uJ t., 11,-
! .. f •' 1: r �4 ..ter
SHEAR WALL SHE AR WALL PER PLAN
PER PLAN r DOUBLE STUD O SHEAR WALL PER PLAN SHEAR WALL W _j S =
NO WALL e t SCHEDULE LDOYVN t 5GF•DULE v
SIM, SECTION
PER PLAN ,.
c N e[
- Ibd NAIL o 4" O.G. r •"�
0 1 0
•
2x BLOCKING (8d • SIM. SEGTIOPV ± , Sd a 9" O.G. «..1. 3 8
K'
U.
FLOOR JO I ST5 FLOOR JOIST, TYPE
Ibd 4O .C. , �•
• " PLY
, � WD PER PLAN � i DIRECTION 4"
SHEATHING - or Ibd • O.G. BLOGKINS
d1 r � PER PLAN , 8 8
• , •4
- S I MPSON HOLDOWN � D v
�,.1 >
'PER PLAN w/ ALL � O
:2 PER P AN I ' NAIL HOLES FILLED 74 i 2 Oft
Ibd TDE -NAIL L I - ,t w/ Ibd COMMON NAILS LR PLAN Z w v ui
®4 O.G. I 1 • C� OF EACH STUD < D - W 0 1 v s f Z (L Q
UJ LA. LL
1 1 (4) 16d TOE NAIL 2x FLOOR J015T5 SIMPSON HOLDOWN � �'"'"`"" z `
LTP4 ® 12 O.C. ,: � „
n/ (12) adxl" NAILS PER EACH BLOCK IPER PLAN w/ ALL J'" �, Ibd TOE -NAIL , A35 • Ib O.G.
...` SHEAR WALL PER PLAN NAIL HOLES FILLED Q �,,,,� O b" O.G. ,�
PI Ibd COMMON NAILS t o�
- t SCHEDULE 111 q OF EACH STUD
SHEAR WALL t - DOUBLE STUD o, BEAM PER PLAN ;., J " i
PER PLAN �_ 44OLDOWN (M5T) 1 •�
SINGLE STUD • f
;► ,.- HOLDOYVN (05)
5EGT1 ON SCALE • I" - II_O" NO SCALE f • •
NO SCALE _ -• . y,...,.;� NO SCALE 15GALE I'1 : I,__/111
wry
6 SHEAR TRANSFER � LATERAL DETAI _� `' 8 WALL 'TO FLOOR STRAP � LA TER,AL DETA I L - � '� •�� 10 SHEAR TRANSFER
D NAILING NOTED IN PLYWOOD NOTES ON P+6 I 2X STU
? /16 PLYWOOD SHEATHING DS PER PLAN DE N FN
510N F r _� r ►.
�3AM�t FOUNDATION
BATT INSULATION NAILED YI ad NAILS ® 4" O.0 . DIMENSION BATT INSULATION PER PLAN 2X STUDS PER PLAN DIMENSION • 2X STUDS PER PLAN
PER PLAN t SUPPORTED PANEL EDGES t
SHEAR WALL PER PLAN Ibd NAIL • 4" O.G. 2x STUDS PER PLAN 2x STUDS PER PLAN
ROOFING MATERIAL PER SI MPSON A35 BATT INSULATION PER PLAN GATT INSULATION PER PLAN
TRUSS LEVATION OVER BUILDING FINISH PER ELEVATION OVER SHEAR WALL PER PLAN �` .1
PER PLAN PAPER t SHEATHING 15 LB. BUILDING PAPER 3/4" T.46. PLYWOOD SHEAR WALL PER PLAN Ibd NAIL a 4" O.G. Ibd NAIL e 4 O.G. Ep FOR
EXTEND 12" ABOVE OVER SHE ATHI N6 PER PLAN y SU BFLOOR GLUED t NAB LED t SCHEDULE t SCHEDULE RBI M FOR I
RIM V ON OVER CO '
INSULATION W I TH I I /2 J015T (3)8d FINISH PER ELEATI - BATT INSULATION PER PLAN
CLEAR AIRSPACE - 15 LB. BUILDING PAPER FINISH PER ELEVATION OVER � BATT INSULATION PER P.AN CODE
15 LB. BUILDING PAPER ,.,.• p p,R�VEO
VENTED 2X BLOCKING Z - 1 OVER SHEATHING PER PLAN OVER SHEATHING PER PLAN - A
W/ (3) 2" VIA HOLES WOOD TRIM �' 3/4" T.46. PLYWOOD ' 3/4" T.46. PLYWOOD
PER 24" O.G. (BLOCKING OPTIONAL 1 5JBFL.00R GLUED t NAILED SUBFLOOR GLUED 4 NA LED ��` 3 p 204
IT TO TOUGH TOP PLATE) •f _
} I FASCIA BOARD b" M.N. RIM JOIST
Ibd TOE NAIL •-
PER PLAN e 6 G.G.
GONTiNUOUS Of SION
A35 ® 24" O.G. (SI MEAL ° 1 •: I BLOCK (2) JOIST � C' IVI
k3LOGh NG TO TOP PLATE) F I N 15H GRADE I SLAB ON GRADE TO BE
• ,1 I 1 BAYS a 4a O.G. Ibd TOE NAIL INSTALLED PRIOR TO
GUTTER 11 I, FLR. J'S TS. PER PLAN FLR. J5T5. PER
FLR. JSTS. PER PLAN PLAN BUII.�I�.- ' ----•
_ j 1 ' • � 6 O.G . •r ,, • , �
BACKF IL.L PLACEMENT
i
t` I` � . • t t ,•.• v
6 �•_ ( I � , 1 e MUD5I LL / A. BOLTS
PER FOUNDATION PLAN SLAB ON &RAVE TO SE
4" G G. (SHT6 TiGHTLINE " ' 'l• INSTAL. -LED PRIOR TO • -,_1
STORM DRAIN y :,': .: ' I BAGKFILL PLACEMENT • �-'� NOTE : NO SLAB I NSUL. c J� �'S N
51MP50N HI CLIP TO BIROBLOCKIN6) IF REQUIRED •
�� .•• ��.
® EACH �RU55 •�. •`� r� *' ti' . ' •• 3 �w• - • p • .A
,• � 1 .• . REQUIRED I F 5LA3 I S
' -�' i l MORE THAN 2 FEET J of ••• ,
OVERH BELOW 'r- - L �::� {''� - . I ' 11 W GRADE
% sts
r PER PLAN '�-.: • �= ` 2x STUDS a Ib O.G. • «+► 2x STUDS e 16" O.G.
I' -O" MIN GRANULAR '' ;� ' : ' ' � � " .. r �_�
..
BAIT INSULATION PER PLAN F FREE DRAINING ' -• '" 4 BA R o l0" O.G. Z - FLASHING MUMiLL / A. BOLTS 1�JDSIL•L / A. BOLTS 1 c• ° ^��� • ^^ ' L , FINISH PEI'`R ELEVATION OVER , +, Z - FLASHING . . . . . ... • '
15 LB. BU PAPER BAGKFILL OR SAND ; +� ', e I VERTICAL WOOD TRIM p FOUNDATION HOOD TRIM PER FOUNDATION PLAN DpUgLE TOP` • _ ,
OVER SHEATHING PER PLAN OPTIONAL E OPTIONAL PLATE l . . - ... A" TO :• v -' F t
SHEAR WALL PER PLAN I URRED WALL t -- - • - • - ; - --
INSUL. PER PLAN f Q
SCA I" i -0" 6" MIN '- °' �, __. .. - w • EXTEND BEAM TO END
NOW `.>~:... .-►::' t ( ` WALL b MIN bd NAILS O -_ _ - •
-' �` (2)4 •TOP OF _ _ _ -- - L
y . r .�. � • - ` OF SHEAR PANE
�:, ..., . a t • . EEN ' . i I , MIN. I " BETWEEN I I (2) CONT. 4 AT TOP 3 ' O .G. TO •T _ •ti --
MIN I " BETYV • r •
I 1 EA\/E ;.,;::.:..';; : 1 • i . • EACH TOP PL I `I $ 11
FLAT GE I L I NIS 4 : .mow; � e::y � •Q 5T11D t GONG. ; I STUD t CONG. ' I ROWS 8d • 3 O.G.
NOTE: GONG. SLAB ON I ( TOP OF GRADE TOP OF &RAVE • I 1 • PLYWOOD TO BEAM Id
{>�.� • ° 11 GRADE t FLOOR SYSTEM I - - -I • 1 " ", ° .
s �' I
LING NOTE IN PLYWOOD NOTES ON P6 I X TO BE INSTALLED PRIORI O �) I , . • «4 BAR • 16" O.G. I , F >� L "
4 BAR O 10 O.G. INSTALL PLYWOOD i R
PLYYVCOD ROOF 8d ®4" I j R p 4 =• `'� VERTICAL
TO PLACEMENT OF UPPER. ••,:.�; t .,,�,, V ERTICAL VERTICAL STARTING r ,, .. �• 8d • 3 O.G.
FIELD NAt A
O.G. TRU55 ::,%• ^� '. 5' OF BAGKFILL TIGHTLINE , ;;w - �� le �, ;'=_ ..= • la VERT . I I . "� '
5HEATHING :rf I ,..�•; - ®DOUBLE TOP PL STUDS
•1/>r'' .' `s`y ' ' I , Z STORM DRAIN d STORM DRAIN ' --: �' •' I S
'• '.:-'''.•.� _ d IF REQ. �. �� :'�•..� `:�`K I ' ( �4 BAR ® 10" D.G. lF REQ. _ . ' •,., �• �''�:• I ' 04 BAR 10 O.G. • I ;�� If �. '..
1 :► ; a' ;� I HORI ZONTAL 1 11 �, . I HORIZONTAL " ' s
I'-0' MIN 6RA '. '
'�:� '�y �' ":'.:r ` • ` 11 ' FREE DRAININ LAR �,� r«F; I Q I -O MIN GRANULAR f, ? =?y. •' : , • . :i I .. . • d • ; f I •
— "; •� , :. 6 j ` 1 FURRED WALL t _� FREE DRAINING .:� -' ,. ;+� ",,�. 1« FURRED WALL t x
• 1ACKFILL OR D '• ''• �' JNSUL. PER PLAN 'tt LL 5 ND `� �'� INSUL PER PLAN . WALL
`= �='' ' I I/2" CLEAR SAN BAGKFI OR A `�"
— ` >. �•� SHEAR
WATERPROOF r� ��♦ ' ' • trw � KATE R OOF RA NOTE: NO SLAB I NSUL. �`� OF �``" .t PER PLAN t . I 3x BLK'6 C �14FC D � E S,G�r a
•': ••• -'••' NE r
. ` � , I REQUIRED I F 5L AB 15 MEMBRANE .s � SCHEDULE • L - -- -
• TG
MEMBRA 5/O
• �;:�:'' .:.': �: I I/2" I MORE THAN 2 FEET 2" *4„ BAR DOWEL O T , a�►1�. eY: -
- ,•' ";j.,• -; 11 CLEAR BELOW GRADE CLEAR - i0 D.G. 2 -q LAP • F I '" `:
4 AR i I U �' �u
-- _ --
SIMPSON DTG B ® O O.G. �. 4• :,y MIN. 1" BETYVEEN
HORIZONTAL 9 . 9r I 1 JRA '1/�O/O
RI&ID INSULATION R /T ° E`"�D B'' 91ATE:
.3� „ ,' •..`� < l r 2 - O MIN. R - 1 O r, II 2' - D" MIN. R I O 5I MPSON 5THD 14
e i8 O.G. r.. .:•• 'll 1 AI
,., ;,,_ STUD t GONG. I • II• RIGID INSULATION HOLDOWN w/ (32)
x48 OWEL • 10'� O.G. .. " GO NG. SLAB ;..,��.� ( 4" GONG. SLAB .. ,:.� •4" GONG. SLAB NAILS TREATED PLATE WI R
A ' j ' w ' ` `,; . ;i , _ .:7 . - : : ; :. ! a= Ibd I n 3) 3/4 Ox 12 ANCHOR BOLTS
:L ' ��' `' B. OVER 4 »BLACK •,�, ,.; :�,�`.;�'••, OVER M IL. , :' `=.., „ w/ 2 "x2 "x3 /Ib" PLATE WASHER
�►�• •L V O b •II O R 6 MIL LACK
•• �{� „eta I�r ;I;..� 1 - +• .�: L �•'�► ~ ✓.�•f'�•.'� , �'��Mf• •• , �• : ,• r : ♦�y��•t.• A .� *r ♦ I. V.B. OVER 4 I I _
:<' - •� ":r;!; :. - j,,. :. NLJLAR FILL _ ��.�:, �� •�:�. ..•.•Y 1 e GRANULAR FILL ,.r .. ••c _1. ,,r':• �• • It' GRANULAR FILL . " . 1► . 11. e_"ca
••' { .� f - ,•♦, Ir; • • r.. .; 1 f .•' •r. •• • + I�•, "'!• ,' ��.• r te, • .Ar II . • 1 I , 1 ,•, A
ILI w LZ•.':-7 • t � ...t ��.� , • • . ♦ .• �.�. y 71�'���r./.W.. �".+ S.C!I� •tip •I • • • , f I Imo' 1( ♦ �'• ► �► •,l' %' ^ ♦•} =• /� i ' • j a • • 1 1 II 1 1 I I''1''
. •l;
TRUSS MANUFACTURER TO — I�— Q: +�t � r*�' , i • . •' �I II�II I sT;' V. v,� /� f� �1;, • , • • III �- �IKY;+7 I *••• :, w + II • • • , • • �• .' , •
•.* K �. �. •.;� r' r I _ . ;w +! f, %•s . 1 e - •• ' ►.• ti "t' x' :%•i �� 1 1 • . LATE WJMBER:
DESIGN TRU TO TRANSFER I I _ _' • : - . J • �• `1..' t't 1 < <' -• 'f ; . •. :.. ✓.. : l . *, x
4� HORIZONTAL FORGE SHEAR WALL PER PLAN (2) «4 BAR j - •+r e 1 ^ f ' >•: ` w `:' � ~fit - '`�,;•�� ( ~( GO I B R t + •. • . �• (3) �4 BAR • (4) M4 VERTICAL I I • of 03-375
ROOF DIAPHRAGM AP! -H?AGM TO �i HE ;.f'' ' ' i • • ' - ; ; ,.'" . r!•• . - NT NUOl15 '" : •':GQNT I - . • •
FROM R SCHED CONTINUOUS. t t ti" :, r r • ,� : < •ruOU' r i. �• :' w/ b HOOK i
TOP PLA • • • 1• • ti � �1r� Yew •• r . ; . • O / • , •. 1 ~f:\ i '`►•:• • I � >� • 1 . • e T 00 IN6
• a' b .;� -✓►� • j I .•�I• :R• 1 1 •� r'. "' '•7 • • i • • • / • • I . � •: / . �.P tit • • • • •• • + h • 1 • _ _ =
J .t' '•r• 1 • II. .,.. t _... • 1 • .• 1• " • • '� _ `!�a•ra�lss serMw
JI
.,.� :;�'. ► • . 3 CLEAR .Y• S,1 COLE
CLEAR .
r .- .,,,,, �: _ f '' •
�' :.:• r .r �' •: •
WO PERF. FND. DRAIN. 4" " 4" Fr s 2,500 P51 4' DIA. PEW FND. DRAIN. 4' VIA. PEW. FND. DRAIN. 11 11 ,� (2) 0 4 BAR
PROVIDE 4" OF 3/4" GRAVEL F 40,000 PSI PROVIDE 4" OF 3/4' 6RAVEL " " DE OF 3 /4 6RAVEL CONTINUOU
I FILTER MEDIA COVERING t FILTER MEDIA COVERIN6 t FILTER MEDIA COVERING SCALE , on" : 1 I1 6•0 11 _
NOT TO SCALE 6RAVEL PER UPG Mi 3.1. SCALE 1" = 1'-0" GRAVEL PER UPC, M13.I . � .1 A A , ;g . _ v 4 ,
$GALE : N .T.S. NtS 6 RAVEL PER UPG MI,S.I. SCALE 1 ■ I -
( TRUSS TRANSFER 13 5" E35MT. F KALL 14 6 CANT'L RETA I N I N6 PIALL 1 6 CANTL
16 ;HEAR PANEL 0 6ARA6E
CANT'L F.J.
1'-&I:
CANT'L F.J.
8
8
. 11 1 It
.
bx8 POST
Hu - H
w/ PG86
644 "x 15" GLB 24F -V4
51 MP!-
HAN&ER.
.I „
WI
T. bxb POST
X - 54 x15 G.L.B. 24F -V4 TOP
%0 — I FLUSH P4/ LIVING RM F.J.
t
4x 10 DF *2 I
01 IIIIIII
. i■
•i■
11
I
I
I
1
(BOT. Q' -I" ABV. HIGH SLAB)
�i 54 "xl5" G V
.LB. 24F -4 TOP
P.T. bxb POST FLUSH w/ LIVING RM F.J. I
r � w/ GBbb
j (BOT. 0 Q' -I" ABV. HIGH 5LA�3) DBL.
JOISTS ® 12" O.G.
I 51MPSON JOIST HANGERS
{ BOT OF FLOOR JO 15T5 '
® II' -I" ABV. HIGH SLAB BOT.OF FLOOR JOISTS �1
• q'- I ABV. HIGH SLAB
EXTEND BEAM 24" 51 MP50N JOIST HANGERS DBL.
INTO SHEAR WALL,
NAIL PER DETAIL II II II II II II son
16 ON PAGE 2
A
8
AIN FLOOR F RAt* , %wllNr,.7 LAN
SCALE: 114' = 1'--0 -
FLOOR FRAMING PLAN NOTE5:
I. CONTRACTOR SHALL VER T -Y ALL NOTES, DIMENSIONS d
CONDITIONS PRIOR TO CONSTRUCTION.
2. ALL FLOOR JOISTS TO BE 2x10 0 16" ON CENTER
UNLESS NOTED OTHERW i SE .
5. POSTS TO BE P.T. 4x4 DF*2 i P.T. 4xb DF*2 • BEAM JOINTS, V.N.O.
4. ALL BEAMS i HEADERS TO BE 4x10 DF • 2x4 AAi i
6x8 DF #2 • 2xb WALLS U.N.O.
S. 'PROVIDE SOLID BLOCKING OVER SUPPORTS.
6. PROVIDE FIRE BLOCKING a ALL PLUMBING PENETRATIONS.
0 1. WI NDOYV HEADERS • 6-8" ABOVE FI NISHED FLOOR • LOVER FLOOR, U.N.O.
6. 13EARi N& WALLS ARE SHADED.
q. 'PLUMBING FIXTURES ARE DASHED.
10. ■ INDICATES POINT LOAD SUPPORTED BY (2) STUDS, U.N.O.
11. ALL WOOD IN CONTACT WITH GONW, TO BE PRESSURE TREATED.
12. SEE SHEET I FOR ADDITIONAL NOTES.
I
CANT'L F.J.
I' -6"
'i
� N �
4x I O DF
DROPPED
P.T. 4x4
POST5
3.
JOISTS • 12' O.G.
T T1
WT. OF FLOOR JOISTS
® 10' -1" ABV. HIGH SLAB
In
Q ,
6x6 POST I I I I II
IL�I�I 11 .Illl_ .! I!II1i
X12 VF*2
ir
� _ -
i
TYPICAL M
CIE TREATED 2x6 Irv/ 5/6" dia. x 10" ANC +IOR BOLTS
• 24" O.G. W XxVx3 /16" PLATE WASHERS U.N.O.
CIE • GRID V OF LATERAL. PACKET USE TREATED
3x6 W 3/4" di a. x 12" ANG +iOR BOLTS a 24" O.G. j
LATERAL RE5TRA HARDNARE
SYMRX
l
S I MPSON STHD 14RJ (q) TOTAL.
t. 3
INSTALL 1 -1/2" FROM CORNERS OR ROUGH OPENINGS,
�•
l
®
INSTALL 1 -1/2" FROM C4MNER5 OR ROUGH OPENI4165,
�
V5E (38) 16d NAILS.
V
Z� <Vl
z W�i� o ZZ Z�
w/ 2 - 14 4 BARS EACH WAY
.
POST AND CONNECTION PER PLAN
a.-of:
U
U
L'Lja N
w
W
W ^~
J �U
•r
V
WAN
O La c N
N
2 w
= U W
W
�
J
Q
O
N
4
r
SA r•
I,
e
r T
LLj
.
;
�
Si' 4 •
� it.
v�
h .
I
4 Is
IN
v �
i
I
* Y
s k
0L
TO
5/0
^-•
JIRA
�1I O/O
DEVISED 9Y: DATE:
A - ;-A_
MM
7 g
i
TYPICAL M
CIE TREATED 2x6 Irv/ 5/6" dia. x 10" ANC +IOR BOLTS
• 24" O.G. W XxVx3 /16" PLATE WASHERS U.N.O.
CIE • GRID V OF LATERAL. PACKET USE TREATED
3x6 W 3/4" di a. x 12" ANG +iOR BOLTS a 24" O.G. j
LATERAL RE5TRA HARDNARE
SYMRX
0OL.DOM rf E ANC /1M0ul s
S I MPSON STHD 14RJ (q) TOTAL.
t. 3
INSTALL 1 -1/2" FROM CORNERS OR ROUGH OPENINGS,
V5E (38) I6d NAILS.
SI MPSON STHD 14 (8) TOTAL.
®
INSTALL 1 -1/2" FROM C4MNER5 OR ROUGH OPENI4165,
�
V5E (38) 16d NAILS.
V
Z� <Vl
z W�i� o ZZ Z�
w/ 2 - 14 4 BARS EACH WAY
.
POST AND CONNECTION PER PLAN
a.-of:
U
U
L'Lja N
w
W
W ^~
J �U
N cc
V
WAN
O La c N
N
2 w
= U W
W
�
J
Q
O
N
4
r
SA r•
I,
e
r T
t '
S
.
t
S 0
A
i
TYPICAL M
CIE TREATED 2x6 Irv/ 5/6" dia. x 10" ANC +IOR BOLTS
• 24" O.G. W XxVx3 /16" PLATE WASHERS U.N.O.
CIE • GRID V OF LATERAL. PACKET USE TREATED
3x6 W 3/4" di a. x 12" ANG +iOR BOLTS a 24" O.G. j
LATERAL RE5TRA HARDNARE
SYMRX
0OL.DOM rf E ANC /1M0ul s
S I MPSON STHD 14RJ (q) TOTAL.
Is
INSTALL 1 -1/2" FROM CORNERS OR ROUGH OPENINGS,
V5E (38) I6d NAILS.
SI MPSON STHD 14 (8) TOTAL.
®
INSTALL 1 -1/2" FROM C4MNER5 OR ROUGH OPENI4165,
�
V5E (38) 16d NAILS.
0
OUNI;) I ON PLAN
SCALE: 1/4" = I' - O"
.FOUNDATION NO-- 5:
I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS i
CONDITIONS 1DRiOR TO CONSTRUCTION.
2. ALL FOOT I NG5 TO REST ON UNDISTURBED SOIL.
5. ALL WOOD IN CONTACT WITH CONC. TO BE PRE55LRE TREATED
4. SOFFIT, VENT, t INSULATE CANTILEVERED AREAS.
5. INSTALL SIMP50N GONW, TO WOOD HOLDOWNS 1 -1/2" FROM CORNERS
WINDOW ROUGH OPENINGS, ALSO SEE MANUFACTURER'S SPECS.
(p. STEP FOUNDATION PER 51 TE CONDITIONS, PER DETAIL 'T ON PA&E 20..
7. 2,000 P.S.F. ASSUME SOIL BEARING CAPACITY SHALL 13E VERIFIED IN FIELD.
8. SEE SHEET I FOR ADDITIONAL NOTES. -
q. SEE SHEET 2 FOR FOUNDATION VENTILATION CALCULATION.
two
V
V
J
kT.
ry Rop�
� 2 V
20 64
R
TOOTING SCHEDULE
SYMBOL
FOUNDATION NOTES
86" DIAMETER X 12" THICK GONG. FOOTING
w/ 5 - 04 BARS EACH WAY
"
POST AND CONNECTION PER PLAN
24" DIAMETER X 12" THICK GONG. FOOTING
W/ 2 - 0 4 BARS EACH WAY
14 "
POST AND CONNECTION PER PLAN
�
18" DIAMETER X 8" THICK GONG. FOOTI NIS
V
Z� <Vl
z W�i� o ZZ Z�
w/ 2 - 14 4 BARS EACH WAY
18"
POST AND CONNECTION PER PLAN
..m•
.. .. ._. �.•• - .. -sr rr.niu ..� a..,.. _, a .fr�� •�.- ../4�.''eW .54� '.�s *... .01., k....• iY
w
•r
V,
'j
N J
p r
Vll
Z )Yj
7, V�
�
0K (L0
W
0. W = J
V
Z� <Vl
z W�i� o ZZ Z�
Z
W
OQ�OQv
8 =
QO <
aZLLJ 2 > LA- a LA. <<
U
U
L'Lja N
w
W
W ^~
J �U
N cc
V
WAN
O La c N
N
2 w
= U W
W
�
J
Q
O
N
4
r
I,
4
v�
+ I
I
I
IN
v �
i
I
0L
TO
5/0
l iok Nh 9Y: DATE:
JIRA
�1I O/O
DEVISED 9Y: DATE:
A - ;-A_
MM
b /I5.`O
LITERAL JOB NUMW*.
03-575
A',A
- �9 �.,VE3E
04045:2
g ;
_ t r
•n
O ®
tL
p O
z 9
I l
op
,p
•SIMP5ON JOIST
+HAN&ER5
4
S I MPSON JO 1ST-
HAN6ER5
51'1olCIOL
HOLDOM TYPE AND Allw N 'g
I� >
Q
UPPER FLOOR,
A Q
q
I PMOTTOM
j
I� IL
IL
ry >
COQ
NAIL
HEM -FIR 02
VeS16+4ATION
6xi2 DF *2 TOP
s
r
r
`
•
_-
ABV. L I V I N6 RM
M:
FLOOR
z
W QQ�D�W�?WU
��u =rla00
<O <z` w <�a02:
a. zLu �I >w��«
62 -4
d
4
4
S I MPSON JO 1ST-
HAN6ER5
±� 1
i Y
+
'� • t,r 1
t
r
Ile
.,r
w s
I ~ O
GANT'L F.%J- x 3
21„_ HEADER-5 0 TRANSOM , h 6 s v
IWINDOVVS 0 8 -8 A.F.F1 cr > 0 0
&X I2 DF #2 TOP
OF BEAM 0 10' -
ABV. LI VIN6 RM
FLOOR
UFFER FLOOR FRAMING FLAN
SCALE: W4"
FLOOR FRAMIN6 PLAN NOTES:
I. CONTRACTOR SHALL VER v'*f ALL NOTES, DIMEN IONS i
COND i TI ONS PRIOR TO C:ON5TRX TION.
2. ALL FLOOR JOISTS TO BE 2x10 • 16" ON CENTER
UNLE55 NOTED 0 '
3. ALL BEAMS a H'EAD'ERS TO BE 4xIO DFk2 0 2x4 WALLS t
6x8 DF #2 0 2x6 WALLS U.N.O.
4. PROVIDE SOLID BLOCK I N6 OVER SUPPORTS.
5. PROVIDE FIRE BLOGKIN& 0 ALL PLVMBI N6 PENETRATIONS.
b - WINDOW HEADERS 0 'T' -8" ABOVE FINISHED FLOOR 0 MAIN FLOOR, U.N.O.
WINDOW HEADERS 0 6-8" ABOVE FINISHED FLOOR 0 UPPER FLOOR, V.N.O.
0 1. BEARING WALLS ARE SHADED.
A. PLUMBING AND MECHANICAL FIXTURES ARE DASHED.
". M INDICATES POINT LOAD SUPPORTW BY (2) STUDS, U.N.O.
10. ALL MOOD IN CONTACT WITH GONG. TO BE PRE55URNE TREATED.
II. SEE SHEET I FOR ADDITIONAL NOTES.
9
5HEAR NALL 50HEDULE �
51'1olCIOL
HOLDOM TYPE AND Allw N 'g
I� >
Q
UPPER FLOOR,
A Q
q
I PMOTTOM
j
I� IL
IL
ry >
COQ
NAIL
HEM -FIR 02
VeS16+4ATION
6xi2 DF *2 TOP
Ep
OF BEAM 0 iO' -I"
- - ----
_-
ABV. L I V I N6 RM
*/FT.
FLOOR
±� 1
i Y
+
'� • t,r 1
t
r
Ile
.,r
w s
I ~ O
GANT'L F.%J- x 3
21„_ HEADER-5 0 TRANSOM , h 6 s v
IWINDOVVS 0 8 -8 A.F.F1 cr > 0 0
&X I2 DF #2 TOP
OF BEAM 0 10' -
ABV. LI VIN6 RM
FLOOR
UFFER FLOOR FRAMING FLAN
SCALE: W4"
FLOOR FRAMIN6 PLAN NOTES:
I. CONTRACTOR SHALL VER v'*f ALL NOTES, DIMEN IONS i
COND i TI ONS PRIOR TO C:ON5TRX TION.
2. ALL FLOOR JOISTS TO BE 2x10 • 16" ON CENTER
UNLE55 NOTED 0 '
3. ALL BEAMS a H'EAD'ERS TO BE 4xIO DFk2 0 2x4 WALLS t
6x8 DF #2 0 2x6 WALLS U.N.O.
4. PROVIDE SOLID BLOCK I N6 OVER SUPPORTS.
5. PROVIDE FIRE BLOGKIN& 0 ALL PLVMBI N6 PENETRATIONS.
b - WINDOW HEADERS 0 'T' -8" ABOVE FINISHED FLOOR 0 MAIN FLOOR, U.N.O.
WINDOW HEADERS 0 6-8" ABOVE FINISHED FLOOR 0 UPPER FLOOR, V.N.O.
0 1. BEARING WALLS ARE SHADED.
A. PLUMBING AND MECHANICAL FIXTURES ARE DASHED.
". M INDICATES POINT LOAD SUPPORTW BY (2) STUDS, U.N.O.
10. ALL MOOD IN CONTACT WITH GONG. TO BE PRE55URNE TREATED.
II. SEE SHEET I FOR ADDITIONAL NOTES.
9
5HEAR NALL 50HEDULE �
51'1olCIOL
HOLDOM TYPE AND Allw N 'g
NAIL
SPACING
UPPER FLOOR,
INSTALL 1 -1/2" FROM CORNERS OR ROUGH OPENINGS,
TOTAL fIN191lD ARGAs
I PMOTTOM
K.OGKINS
SHEM WALL
NAIL
HEM -FIR 02
VeS16+4ATION
sim
Ep
sTuos
PLAN
mWIRED
*/FT.
U
z
W QQ�D�W�?WU
��u =rla00
<O <z` w <�a02:
a. zLu �I >w��«
62 -4
d
4
4
4"
10
, 2
PI-6
8d
b"
12"
6
YES
210
PI -4
ad
4"
12"
4
YES
310
PI -3
ad
3"
12"
3
YES
400
P2 -3
ad
3"
3
YES
800
SW-M WALL. NOTES ...;.... ".
1. 62- 6YP SUM WALLBOARD TWO SIDES.
PI-1/16 A.P.A. RATED PLYWOOD OR ORIENTATED STRAND BOARD
(0.5 -15) ON ONE 51M OF WALL. t
P2 - 1/16 A.P.A. RATED PLYWOOD OR ORIENTATED STRAND BOARD
(0.5.B.) ON EAGN SIDE OF WALL.
,:, • ,,
2. FOR PI -3 i P2 -3 SHEAR HALLS USE 3x STUDS AT ADJOINING PANEL
ED6E5.
3. NAILS SHALL BE 8d COMMON
4. WHERE PLYWOOD 15 2 SIDES OF WALL, JOI NT5 SHALL FALL ON
SEPERATE STUDS EACH SIDE.
5. ALL PANEL EDGES BLOCKED WITH 2 - INCH NOMINAL FRAMING FOR ..`
PI i PI - 4 SHEAR WALLS, PI - 3 AND P2 - 3 SHEAR WALLS REQUIRE
5x FRAMING MEMBERS AT PANEL EDGES. INSTALL PANELS EITHER
14ORIZONTALLY OR VERTICALLY FOR PLYWOOD OR A.P.A. RATED s
SHEATHING, 6YP%M SHEAR WALLS SHALL BE INSTALLED WITH THE
SHEETS RUNNING HOR SPACE NAILS 0 12 INCHES ON
CENTER 0 INTERMEDIATE SUPPORT5.
6. 518" DIAMETER ANCHOR BOLTS SHALL BE 10 INCHES LONG SPACED
A MAXIMUM OF 24 INCHES ON CENTER. 3/4" DIAMETER ANCHOR
BOLTS SHALL BE 12 I NCHES LON6 SPACED A MAXIMUM OF 24 INCHES ON
CENTER. PLATE WASHERS ON ANCHOR BOLTS SHALL BE 2x2 BY 3116.
0 7. REFER TO PLANS AND SECTIONS FOR ANCHOR BOLT SIZES, 5PAC I NCG,
PLATES NAILPN6 ETC.
LATERAL RE5TRAI HARDNARE
51'1olCIOL
HOLDOM TYPE AND Allw N 'g
MAIN FLOOR:
SIMPSON STHD14RJ ( TOTAL.
UPPER FLOOR,
INSTALL 1 -1/2" FROM CORNERS OR ROUGH OPENINGS,
TOTAL fIN191lD ARGAs
USE (55) I&d NAILS.
bARAbE:
S I MP50N M5T60 (6) TOTAL. INSTALL PER DE rA I L5
Z,4 ON PAGE 2 OR TO FRAMING
X� <
<F5
YNIRAP BELOW.
O
`w
rte -,
r,
TM�
a
I
4" GONG. C
4" 6RANUL
44. mp i ANLL =i►nr'wri W IVC.. 1 U VX;UU MULDC7VjM5 111-.2" FROM C.ORNER5
i WINDOW ROUGH OPENINGS, ALSO SEE MANLIFACTUJRER'S SPE CS.
$. � INDICATES POINT LOAD SUPPORTED BY (2) STUD*, U.N.O.
6. SMOKE DETECTORS:
SHALL BE 110 V I NTERCONNECTED Al BATTERY BACKUP
SHALL BE INSTALLED ON EACH FLOOR AND IN ALL BEDROOMS
SHALL BE INSTALLED IN EACH LOCATION WHERE THERE 15 A
CE I L I N6 GHANSE GREATER THAN 24"
T SEE SHEET I FOR ADDITIONAL NOTES.
,d. SEE SHEET 2 FOR VENTILATION SCHEDULE.
r
7 04
rot
A REA SUMMARY
LOVER. FLOOR:
AO S.F.
MAIN FLOOR:
1490 S.F.
UPPER FLOOR,
1415 S.F.
TOTAL fIN191lD ARGAs
S.F.
bARAbE:
104 S.F.
l A
I •
Y
4 �
toll
Al • .�
IN
f IV
P, Vow
w
_
Z0
N
a,_
� 4
V
t < 52
-om
r
X� <
<F5
LA IL
ux
Z<
t()
a,_
f
O
t < 52
-om
X� <
<F5
LA IL
ux
Z<
Jh�
LA
J
uJ
F - <z
0a
Z W�X N
< -- ���'4'�
N < �
<1
U
z
W QQ�D�W�?WU
��u =rla00
<O <z` w <�a02:
a. zLu �I >w��«
q
U
LOU 4
w
W
J ^~
J �U
N a:
3
z
u.
W
oc0�11)
N
^ N
W N
Z
.-
Z Ww
LU LL
4
2
r
1
I
}
i
�1
VF
l NNN-N
i
I
1
T
5 /O
;i A *% BY: OA TL
JRA
0 7/10 /0
zt D BY: �/►TL:
MM
6/13/0
LATE RAL NOW NUM19ER:
os -575
J
A`* _ - ,q `. _ V-
04045:2
,f
t ® 18' -0 ABV.
FAMILY RM FLOOR
It ® q' -I" ABOVE
1FAMi L1' RM. FLOOI
4 :12 PITCH, b' O.H.
4 RAKE ri/ E.J.
e 24" O.G.
ft a 10 ABOVE
FINISHED FLOOR -
4:12 PITCH, b" D.H.
w/ E.J. a 24" O.G.
END JAC<5
® 24" O.G.
I' - b" O.H. TYP.
e 8:12 EAVES
bx 12 DF #2 TOP—
OF BEAM ® 10' -I'
ABV. LIVING RM
FLOOR
_2 -0" O.H. T`r'P.
W 4:1.2 EAVES
r-- -1t • 10' -1" A.F.F.
0:12 PITCH w/ E.J.
D.S.
e 24" O.G. w/ 1' - O.H.
CHI P _ IAr K
V— ✓1 ".ff. I VI
OF BEAM o 10' -I"
ABV. LIVING RM
FLOOR
ROOF FRA INr,,.7 i
SCALE: „< . b
TYP. e
EAVES
IE a 18' -0" ABV.
1FAM I LY RM FLOOR
It 10' -I' A.c.F. w/
4:12 PI TGH, W O.H.
4 RAKE w/ E.J.
e 24" O.G.
w
D.S.
r 9F
bx 12 DF *2 TOP
OF BEAM • 10'-I"
ABV. LI VIN& RM
FLOOR
D.S.
b" O.H. TYP.
e RAKES
i
r '
» Y
b,l•..'•+,« � 1
i it�V ti• alt's
t j
r
x
dlsy !7R ^� • — ��r
� }
x �
*7. -, •
ow . .�
r . r•
A
.ti. �•wr
ti
ROOF FRAMING NOTES:
I. CONTRACTOR 5HALL VERIFY ALL NOTES, DIMENSIONS i
CONDITIONS PRIOR TO CONSTRUCTION.
2. ALL BEAMS # HEADERS TO BE 4xIO DF *2 a 2x4 WALLS i
bx8 DF#2 a 2xb WALLS U.N.O.
5. PROVIDE VENT BLOCKING OVER SUPPORTS.
4. DEEP SEAT GUT ALL RAFTERS TO MATCH TRUSS HEEL.
S. BEARING WALL5 ARE SHADED.
6. WI NDOYV f4EADER5 a T -8" ABOVE F INI 5HED FLOOR a MAIN FLOOR, V.N.O.
AINDOYV HEADERS a 6-8" ABOVE FINISHED FLOOR ® UPPER FLOOR, U.N.O.
0 7. ALL TRU55E5:
t
" SHALL BE STAMPED BY AN ENGINEER LICENSED IN THE
STATE OF WA5HIN&TON.
SHALL BE INSTALLED t BRACED TO
EN61NEERS SPECIFICATIONS
* SHALL HAVE DESIGN DETAILS t DRAWINbS ON SITE
FOR FRAMING INSPEGT!ON
SHALL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING
DEPARTMENT APPROVAL OF ENGINEERIN6 CALCULATIONS
6. INSTALL SHEAR WALLS $ /OR BLOGKINCS IN ROOF STRUCTURE
BEFORE INSTALLING FINISH ROOFING.
q. SEE SHEET I FOR ADDITIONAL NOTES.
10. SEE SHEET 2 FOR ROOF VENTILATION.
FE ® 18' -0" ABV.
FAMILY RM FLOOR
D.S.
It 18' ABV.
FAMILY RM FLOOR
UPPEi� f=Ll00R f=LAN
SEE SHEET 5/8 FOR
SHEAR WALL SCHEDULE
LATERAL RESTRAINT HARDWARE
sYrem
+Maorr+ Trrt AMP A04cuNrs
51MPSON MST48 (b) TOTAL. INSTALL PER DETAILS
8,9 ON PASE 2 OR WRAP TO FRAMINb BELOY4.
Pf
"
JUL 28
- PL NOTES:
w
I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMEN51ONS i
CONDITIONS PRIOR TO CONSTRUCTION.
2. WINDOW i DOORS ARE S OI04 ! NOTED AS NOMINAL SIZES.
8. EXTERIOR WALLS TO BE 2x6 STUDS a W O_G., U.N.O.
4. INSTALL SIMPSON GONG. TO WOOD HOLDOWNS 11/7" FROM CORNERS
4 WINDOW ROUGH OPENIN65, AL50 SEE MANUFACTURER'S SPECS.
5 • 8 INDICATES POINT LOAD SUPPORTED BY (2) STUDS, V.N.O.
6. SMOKE DETECTORS: ;
SHALL BE 110 V INTERCONNECTED WV BATTERY BACKUP
SHALL BE INSTALLED ON EACH FLOOR AND IN ALL BEDROOMS
SHALL BE INSTALLED IN EACH LOCATION Y4HERE THERE 15 A
CE I L I N6 GHAN&E &RE ATER THAN 24"
'T. SEE SHEET I FOR ADDITIONAL NOTES.
B. SEE SHEET 2 FOR FOUNDATION VENTILATION GALGULATION.
r>0 i
. .. � .__ -«. _.+.. ...- .�.... ,. ...... t_. -..« .... Y.�j,:� • 4,.�+ . i � �. r � ��, �� . ♦. .. r.► ... ... .. .... _ � � �
4
w
N
R
=�a
'J !
Q� <
m o
��
�� g
.s1
Q QQ�/�
F-
W
W � r Z
W Q, V�
7 'W <N��Uw���
u
��n:Vf
� 2 WW
.
O
»t'i> > a�'
' �16T
Z inao
<��'�SL
cnv����n
ZU
o�m63
�_ �' w
_ g
-V �F -&00 Wv
�
Q O WQ Tr W W7 >u- aL. <xx�� «
�
u
N
n
W
W
_ W
^
U
cc
N
8�
3 �
u
8 8
qT , I
�p m ppp
c 0
�
N d N
cm
W c
Z � 1
� �
�
Z r
W W W
Z
ti Q
U.
O
I E:
d "j
J
Z
o�
m
i
f
I I
VF
VF
i
I
Ll I
<
I
VOL
OJ SI SNF7,, q. �
TG
5/O
.!. AWN 8Y:
JRA
V sm BY: uA
p'
�. — e'.
MM
b/i 3/O
"TERAL JOB NUUW*
03-575
A'.
OP '• _ V 4
040452
T- ® BG
O 1 4 T-o FA
1
Q
SUBFLC
a
I '
I I
SCALE: I/4" = I' -O"
°V/
MAX. SLOPE
I Aolm 1 11 04M '!"� I
SCALE: 1/ s 1
v
H16H RID6E
---------- 4
t- - -- -- - --.- 4
L----- - --- -J
ELEVATION NOTES:
IL I T #'
SCALE: 1/4" = 1' -0"
1. VERIFY SHEAR WALL NAILING AND HOLOOWNS PER PLAN t
5GHEDULE PRIOR TO I N5TALL I N& 51 DI N6.
2. MASONRY AND WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED
PER U.B.G.
S. CAULK ALL EXTERIOR JOINTS i PENETRATIONS.
4. PRO WEATHER STRIPPING d FLASHING AT ALL DOORS d WINDOWS PER U.B.G.
5. PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLASHING 4
C.OUNTERFLA5HIN6 ® ALL ROOF PENETRATION5, CHIMNEYS t 5KYL1&HT5.
6. PROVIDE CONTINUOUS METAL &UTTERS 4 DOWNSPOUTS ® ALL EAVES, TYPICAL.
'7. SEE SHEET I FOR ADDITIONAL NOTES.
T- ® BED"
12
11 �j 8
It o NOOK O SUBFLOOR O BEDRM
® KITCHEN N001C
i FAMILY RM.
s
1 =
4
SUBFLOOR ® NOOK -1 _1 SUBFLOOR a KITCHEN
SCALE. 1/4" a 1
•
Ar ~
1
4
i
`
ix4 'R; O'IER 2x12
BARGE BOARD TYP.
• &ABLE ENDS i RAKES
LI NE OF I NT.
VAULT (4:12)
SHINGLE SIDING
2x4 CORNER TRIM
1 ,Jo■*& t I
L I &HTYVE I GHT STONE � jEwED FOR
VENEER (coBBLEF ) E COMPLIANC
L L 3 f Tukwila
G DN1S10 N
61 7wrouo"m
rUl z 8 1 J
�p� Q�
"�T
a"= I asumk t 1
If' �
0 r
W -t
U
a�
, M
.J
Q �
� E)r
K Uw
jjsj-
.1p � N O3 §Z_?v
.J 4 < Z
..10 - *gyp <W,_
�2s�!E c F .Q cn
oz
0 V ) -j
<
F' V1 < 5? W Q V^ 6 W r
2 o Z?
m
3 w
QO < <w0.'Q�m
azw�i� <<
ti U
I
U W <
W uJ
J
--
U
cc
N
V u.
0
88 0
O � � N
uj N
2
Q Z WW
2
LL U_
�0J
O
2
N
T
r
r
1
ks
1
t
in
Y,
1
DES 9`
T 5/0
.; M& 9Y. OATE:
JRA 0 7/10 /0
" BY: OA TE:
LATRAL JOB NUMKR:
0.3-575
"7
040432
s
O
HIGH RIDGE
t •
1 F
t ,'
• ` �� —.4 GONG. OVER ita rtic5n YLarFORM
b MIL (BLACK) V-B. OVER
4" GRANULAR FILL
SLOPE 4" TO O.H. DOOR5
5UILDINO EC.,vTION
M
5CALE: 114" Z 1' -0"
I
� M
PER PLAN
MIL (BLACK) Y.S.
Y y
� L
•
rrrs. o.
�1
V
�
•
Y
:�-e •• �
.. +ara•...y
'fir .
a .
1
Pw rp
<.OMP051 TI ON SHINGLES OVER
`
1151b R 51b FELT OVER 1/2" GDX O
,�
"
O.S.S. OVER TRUSSE5
{°''+
My
1
45:2
R- o
UTI L 17Y
PER PLAN
MIL (BLACK) Y.S.
Y y
� L
'
rrrs. o.
^ • - •
V
�
•
Y
I
r
1
�D
INSULATION
BAFFLE
VENTED BLOCKING
CONTINUOUS &UTTER
OVER 2x8 FASCIA
It STAIRWELL
FINISH PER ELEVATI Or
OVER 151b FELT OVER
1/2" GDX OR O.S.B.
it 0 BUMP -OUT
0
SUBFLOOR 0
O I 5TA1 RYVELL
T.O. PONY WALL _
4
TOP OF GONG. WALL
II
2xb FURRING w/-
R -21 INSULATION
HIGH SLAB
ts
♦ MPC SHINGLES I -
• • 151b FELT O VER 1/2" COX OR
G LASS VV LAM. - O . S . B . ♦ -- TRUSSES
.r
.t
•
•
10
••� • mp
r oom
�j ♦I
►� ,, ,�i
I .
��-r.-..-..�•�--..-i.•.� .•-.....•.--•--.•...•.•.- •..•......��•�..-........•-.-�.
All
.. I
•• 1
i
• • r. 1.1
w - -
• • ss
�2
DININ6
Pit
II� - ♦ • r
TS
Offi 1 1�. 11 • - •
4 61 1 , AN 401; N: MEN: R.: Noff NiM.: NEW: W; MME W
NK
-j PLAN
Bt
`` /`` /` 1 • `// .
i��4� ,��1 1 1 1�. •` Vii;
/
/ / • ��1'r:,10/M001 ►: 'H e • f .. _ ..y. .. •. a� , j • � gxPQ�L+r:., , p . ri • �. ..• • c v+ • , i . _ • � �f•'. ,; y ,,, •_ . r •.4 n+.Y• -.r _ _ i ' .,.Y • • �i
w
AMP
� .�'.�!� _ � �.� / �.\ / ice\ / ice \ > i� \ > �x yam' %X 4% ry i� msv/ ai !/`! >�
i�.�i.�i.�i.�i,`>i��i� /�� `/ `�`���� ` //� L ♦ ♦ /�j���� .,� / � / �'ft �,'\�., `;.. ,,�� /�� `fin � ��
��i�' �
MIN. 2' -0" R -10 RIGID t& MIL (BLACK) V.B. OVER
INSULATION ®PERI M. .4" GRANULAR FILL
•
U ILD I
SGT
SCALE: 1/4" = 1' -0" ,
r,
• p - i p <
, t
.a 'i
,OT 1
�L�p1NGi
VID 0 �
T
CONC. OVER SAL
6 MIL (BLACK) V.B.
4" GRANULAR FILL
SLOPE 4" TO O.H. DOORS
I N
7 .
t
i
L
LA:
A--r
atd�
i
dJ
SUSFLOOFt • O
BEDROOM
M-0 DINING _
r
ir
VINI j
v
R &ARAG=.r
HIGH SLAB
�T1
T tr �►U
JW 2
i M
n
W
� _ 0
N m
vi W �� ✓r � .Y
j
S
v+ NN
a
F�
v) 0b.-OZo
W ' 4
,. �
� `i�* 0�aa xp <61
m0 ZW•- IYN
a
Li V
�Z�tNOav�Nt�
o ��< W�J o =o
Z � �� Zr
14J �Q W <mL
g FF
��UW� xOOmWU
U LLJQ
3 w
W ��`=
J _
N Q
8
u.
8 8 8
1 11
u 0
Q � W N cm
c
.-
M U W
�0 U.
d J
0
N
a
I
VF
VF
1
f
f
DFS,GNE� 9' DA.,
T_G 5 /0
;RAdNv 3Y: DAIE:
JRA `7 /10/0
-�EvIS 8Y— -- cm
ii..
a'-4A a. ' A -,
MM 6
LATMAL roe MOAK *
03-575
i
ASIA CQ N v=if a
04-0
N
45:2
N