HomeMy WebLinkAboutPermit D05-382 - GEM CONSTRUCTION - NEW HOUSEGEM CONSTRUCTION
11834 44 PL S
D05 -382
.frrsL- 'r,:., ..ny_ .� i.a:�ww �• 45�+:;. 4i: a�F�? i�: x1 '.;t'.dv3s...sa7:t..ta.'h�r.w.
Z
1z
W
6
J U.
O 00
W=
J
W 0
2
J
N d
=W
H =:
Z H,
Z0
0N.
O I-,
W W`
2
0
. • Z'
W
H Off'
Z
•
City G.' Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: cOukwila.wa.us
Steven M. Mullet, Mayor
Steve Lancaster, Director
Public Works:
Elevated finished floor for flood prone area elevation certificate, splash blocks at the rear of
the house, roof downspouts to catch basin at front of house. Right -of -way work includes 3/4" water
meter, joint side sewer, pavement cut estimated at 120 SF, traffic control.
Value of Construction: $187,601.04 Fees Collected: $23,049.56
Type of Fire Protection: MPME International Building Code Edition: 2003
Type of Construction: VB Occupancy per IBC: 22
* *continued on next page **
doc: IBC - PERMIT D05 -382 Printed: 04 -04 -2006
I
DEVELOPMENT PERMIT
z
z
�w
Parcel No.: 3347400755
Permit Number DOS -382
D
Address: 11834 44 PL S TUKW
Issue Date: 04/04/2006
v o
Suite No:
Permit Expires On: 10/01/2006
CO
wW
:r
Tenant:
H
CO
Name: GEM CONSTRUCTION
O
Address: 11834 44 PL S, TUKWILA WA
U
Owner:
CO
Name: SAXTON SHIRLEY A
0
Address: 16167 122ND AVE SE, RENTON WA
98055
_
Phone:
?
F— O
Contact Person:
z�-
w w
Name: JIM PITZER
o
Address: 46533 284 AV SE, ENUMCLAW WA
98022
co
Phone: 253 632 -9159
0 �—
wW
Contractor:
I
Name: PITZER HOMES INC
!'.6 O
Address: 46533 84 AV SE, ENUMCLAW WA 98022
tii z
Phone: 253 - 632 -9159
v
Contractor License No: PITZEHI978Q4
Expiration Date: 11/24/2007
0 1--
z
DESCRIPTION OF WORK:
CONSTRUCT A NEW SFR WITH MINOR GRADING FOR INSTALLATION OF UTILITIES, DRIVEWAY, WALKS, AND CULVERT
INSTALLATION.
Public Works:
Elevated finished floor for flood prone area elevation certificate, splash blocks at the rear of
the house, roof downspouts to catch basin at front of house. Right -of -way work includes 3/4" water
meter, joint side sewer, pavement cut estimated at 120 SF, traffic control.
Value of Construction: $187,601.04 Fees Collected: $23,049.56
Type of Fire Protection: MPME International Building Code Edition: 2003
Type of Construction: VB Occupancy per IBC: 22
* *continued on next page **
doc: IBC - PERMIT D05 -382 Printed: 04 -04 -2006
I
0/ �2
�1 P
1908
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: Y
Fire Loop Hydrant:
N
Number: 0
Flood Control Zone:
Y
Hauling:
N
Start Time:
Land Altering:
Y
Volumes: Cut
Landscape Irrigation:
N
Moving Oversize Load:
N
Start Time:
Sanitary Side Sewer:
Y
Sewer Main Extension:
N
Private:
Storm Drainage:
Y
Street Use:
Y
Profit: N
Water Main Extension:
N
Private:
Water Meter:
Y
Steven M. Mullet, Mayor
Steve Lancaster, Director
D05 -382
04/04/2006
10/01/2006
Size (Inches): 0
End Time:
60 c.y. Fill 60 c.y.
End Time:
Public:
Non - Profit: N
Public:
Permit Center Authorized Signature: Date: Inc t ao
I hereby certify that I have read and ex mi d his permit and know the same to be true and correct. All provisions of law and
ordinances governing this work will be omplie with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws
regulating cons coon or the p ormance of work. I am authorized to sign and obtain this development permit.
Signature: Date: 0(- //o v/60
Print Name:
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
suspended or abandoned for a period of 180 days from the last inspection.
City G.. Tukwila
Permit Number:
Issue Date:
Permit Expires On:
Departn:eW of Commui:ity Developn:etit
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206- 431 -3665
Web site: ci.tukwila.m.us
Z
iH Z
�w
QQ
UO
N
= w
J I.-
CQ LL
w
LLQ
co D
1
i .-w
Z
F-
0
Z H
w
W
U�
ON
o�-
wW
tL O
Z
W
U=
O
Z
doc: IBC- PERMIT D05 -382 Printed: 04 -04 -2006
�. City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 I Tukwila, WA 98188 / (206) 431 -3670
PERMIT CONDITIONS
Parcel No.: 3347400755
Address: 11834 44 PL S TUKW
Suite No:
Tenant: GEM CONSTRUCTION
Permit Number:
Status:
Applied Date:
Issue Date:
DOS -382
ISSUED
10/27/2005
04/04/2006
1: ** *BUILDING DEPARTMENT CONDITIONS * **
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center
(206/431- 3670).
4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
5. Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall
bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site
and available to the building inspector for inspection purposes.
6: All construction shall be done in conformance with the approved plans and the requirements of the International
Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any
requirements for special inspection.
8: All wood to remain in placed concrete shall be treated wood.
9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building
inspector. No exception.
10: Manufacturers installation instructions shall be available on the job site at the time of inspection.
11: 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.
12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the
International Building Code and the Washington State Ventilation and Indoor Air Quality Code.
13: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances
shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms,
bathrooms, toilet rooms, storage closets, surgical rooms.
14: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE
GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that
the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests.
15: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall
doc: Conditions D05 -382 Printed: 04 -04 -2006
i � ; ..t � w,,.i..i ' �Sl�R isi. �'+&. ri§:: '1�7�ii41.� } '<Sr.�ri�, 3 54�X 1 k' . �lR� V �'i
z
Z
�W
� D
U
UO
N o
W =
1-'
(n U_
WO
LLQ
=
�W
Z
H
F— O
Z
w
U�
O�
o�_
WW
U.
Z
W
v _z
O
Z
' City of Tukwila
Be
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum
distance of 4- inches shall be maintained above the controls with the strapping.
16: All plumbing and gas. piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila
Permit Center.
17: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department
.of Labor and Industries (206/248- 6630).
18: VALIDITY OF PERMIT: The issuance or granting of a permit 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 ordinances of the City of Tukwila. Permits
presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila
shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the
Building Official from requiring the correction of errors in the construction documents and other data.
19: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * **
20: The applicant must notify the City Utility Inspector at (206)433 -0179 at least 24 hours before beginning and
completing. All inspection requests for utility work must also be made 24 hours in advance.
21: Before permit is final provide 1. a financial guarantee for $690 for two -year maintenence in the right -of -way, 2.
Completed Joint Side Sewer Agreement, 3. Completed Flood Elevation Certificate.
* *continued on next page **
doc: Conditions D05 -382 Printed: 04 -04 -2006
z
�z
'~ w
o �
JU
00
CO 0
U) LIJ
J H
CO L
Z ' 0
g
La
CO
= CY
�w
Z
�0
w
�5
L)
0�
0 E-
w w.
u. 0
..z
w
U =.
O�
z
City of Tukwila
r9Qe
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
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: q,106
Print Name: J�h5
z
Z
Q QQ : 2
JU
UO
= w
CO U-
WO
U -
U�
�W
z
�-O
z �—
w
w
U
'O co,
0 F- .
WW
U_
tL �
— O
.. Z.
U Co.
0
doc: Conditions D05 -382 Printed: 04 -04 -2006
City of I a Ni la Steven M. A1,. Mayor
Department of Public Works James R Morrow, P.C., Director
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206433 -0179
Fax: 206 - 431 -3665
Web site: ci.hclnvila.wa.us
WATER METER INFORMATION
' Parcel No.: 3347400755 Permit Number: D05 -382
Address: 11834 44 PL S TUKW Issue Date: 04/04/2006
Suite No: Permit Expires On: 05/13/2007
DESCRIPTION OF WORK:
CONSTRUCT A NEW SFR WITH MINOR GRADING FOR INSTALLATION OF UTILITIES, DRIVEWAY, WALKS, AND CULVERT
INSTALLATION.
Public Works:
Elevated finished floor for flood prone area elevation certificate, splash blocks at the rear of
the house, roof downspouts to catch basin at front of house. Right -of -way work includes 3/4" water
meter, joint side sewer, pavement cut estimated at 120 SF, traffic control.
i Water Meter Size:
j Quantity:
Water Meter Type:
Work Order Number:
METER #1 METER #2 METER #3
0.75 0 0
1 0 0
PERM
Z
�z
�w
0
U
ND
C0 W
J =
03 LL
w
U.
to �.
=
�w
z X
1-
1-- O
Z F-
LU5
U�
o F-
LU w.
U
F-
U- O
..Z
w
co
O
Z
5204u05
Connection Charge:
Y
$60.00
$0.00
$0.00
Installation:
Y
$490.00
$0.00
$0.00
Additional Install Deposit:
$0.00
$0.00
$0.00
Plan Check Fee:
Y
$10.00
$0.00
$0.00
Inspection Fee:
Y
$15.00
$0.00
$0.00
Turn On Fee:
Y
$25.00
$0.00
$0.00
Subtotal:
$0.00
$0.00
$600.00
Cascade Water Alliance (RCFC): Y
TOTAL WATER FEES: $2,822.00
$2,222.00
$0.00
$0.00
doc: PWWATER D05 -382 Printed: 11 -21 -2006
O� y
r
O
N =
City 6. , Tukwila S teven M. Mullet, Mayor
Department of Public Works James F. Mori-ow, P.E., Director
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 433 -0179
1908
Fax: 206 -431 -3665
$0.00
Web site: ci.tukwila.wa.us
WATER METER INFORMATION
Z
�w
JU
U0
W H
S2 U-
WO
�Q
CJ)
=
�W
Z�
t- 0
Z h
W
W
U0
0�
0 H
WW
U-
0
.. Z
W
CO
O�
Z
j Parcel No.: 3347400755 Permit Number: DOS-382
Address: 11834 44 PL S TUKW Issue Date 04/04/2006
Suite No: Permit Expires On: 10/01/2006
DESCRIPTION OF WORK:
CONSTRUCT A NEW SFR WITH MINOR GRADING FOR INSTALLATION OF UTILITIES, DRIVEWAY, WALKS, AND CULVERT
INSTALLATION.
Public Works:
Elevated finished floor for flood prone area elevation certificate, splash blocks at the rear of
the house, roof downspouts to catch basin at front of house. Right -of -way work includes 3/4" water
meter, joint side sewer, pavement cut estimated at 120 SF, traffic control.
METER #1 METER #2 METER #3
Water Meter Size: 0.75 0 0
Quantity: 1 0 0
Water Meter Type: PERM
Work Order Number:
5204u05
Connection Charge:
Y
$60.00
$0.00
$0.00
Installation:
Y
$490.00
$0.00
$0.00
Additional Install Deposit:
$0.00
$0.00
$0.00
Plan Check Fee:
Y
$10.00
$0.00
$0.00
Inspection Fee:
Y
$15.00
$0.00
$0.00
Turn On Fee:
Y
$25.00
$0.00
$0.00
Subtotal:
$0.00
$0.00
$600.00
Cascade Water Alliance (RCFC): Y
TOTAL WATER FEES: $2,822.00
$2,222.00
$0.00
Elm
doc: PWWATER D05 -382 Printed: 04 -04 -2006
^
�G)
Ikk
19D9
CITY OF TUKWILA
Community Development jartment
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
Building Permi�,'o. —" ge,
Mechanical Permit No. M()!:�__ i 1p�0
Public Works Permit No.
S Q a �DU� roject No.
��� �� L�� � s �j,� •� L le (For oiTice use only)
Applications and plans must be complete in order to be accepted for plan review.
I Applications will not be accepted through the mail or by fax.
( ZPJL- * *Please Print **
.SITE LOCATION
Site Address:
Tenant Name:
Mailing Address;/ 40
King Co Assessor's Tax No.: -3T 790 '_
Suite Number: Floor:
New Tenant: ❑ .... Yes []..No
Property Owners Name: GeA4 L.vr�S��[t� jy ►�
Mailing Address: Z15 4 � e pez�'�= � , 6q el r¢ 9p J j
City State Zip
CONTACT PERS - O - N.
Name: �,�0kv\ IQ �1 Day Telephon
E -Mail Address:_ I n h r
Vj
SiA)
S reg , Co w1
KC-17 ro P11 14/10r 70u_53
City ll,JJJ State Zip
Fax Number Z 2 4, y2 Z'
9
GENERAL,CONTRA.CTOR INFORMATION - (Mechanical Contractor information on back page)
Company Name: rl TG�I�. /'fOl'l7•E'S
Mailing Address: A6 Zs'y aye- S ;5 _AVOV �,K) 414
-� ; City State q Zip
�
Contact Person: ,J i 1N, �16_ _Q_ Day Telephone
E -Mail Address: A114 11 �- `` , > Fax Number: ��� � 4
i4ze
Contractor Registration Number: _A /9 `f
79 Q Expiration Date:
* *An original or notarized copy of current Washington State Contractor License must be presented at (hiltime of permit issuance **
ARCHITECT OF RECORD -.All plans must be wet stamped by Architect of Record
Company Name:
i
Mailing Address:/ l Q ve - , :5o, e ,,
Contact Person: aht e / )r hN 1 le Al
E -Mail Address dCS(�tisun�i�t+�� frd , Co kvi
e� yaa3Z
City State Zip
Day Telephonk 53,) C '7Z- Z 58 50
Fax Numbe : 3) U -Z - 34,
ENGINEER OF RECORD -All plans must be wet stamped by Engineer of Record
a ..I s M4 l 1 .s ► k-
�zi �� u l fi'cc
Contact Person:
Company Name:.
Mailing Address:
E -Mail Address:
t
\permits pluslice changes \permit application (7.2004)
City
Day Telephone:
Fax Number:
State Zip
} Page l
a
I
., ., .«xn .� ex,wraxi�«rvAfnftt�Al. nom: fz»
I N
i
Z
�- Z
W
2
UO
Cl) 0
co W
JF
NU_
WO
UQ
�D
=
F_ W
Z
F-
Z�
�5
�
ON
OH
WW
H�
�Z
ui C0
U
P
O
Z
r
BUILDING PERMIT INFORM.ION - 206 -431 -3670
a uatton o ro (contractor s t price).
Scope of Work (please provide detailed information): 6L Af V.) �
Will there be new rack storage? ❑ ..Yes �No
In_
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)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): s� Floor area of principal dwelling: 00 /0 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: Z-- Compact: Handicap:
Will there be a change in use? ❑ ....Yes []..No If "yes ", explain:
FIRE PROTECTIONIHAZARDOUS MATERIALS:
El.. Sprinklers ❑..Automatic Fire Alarm None ❑ . Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ ..No
If "yes ", allach list of materials and storage locations on a separate 8 -I 12 x 11 paper indicating quantities and Material Safety Data Sheets.
\permits plus\icc changes \permit application (7.2004)
Page 2
l
Z
;= Z
W
�0
UO
J �
�W
WO
WQ
CO CY CY
�W
Z
H
1
Z h-
�5
U�
ON
0H
W
H P LL
.Z
W
UN
1— _
O
Z
V I f P b'd $ �J OOH Existin Building ding Valuation:
Existing
Interior
Remodel
Addition to
Existing
Structure
New
Type of
Construction
per IBC
Type of
Occupancy per
IBC
ta`Floor
C7-
r1
/�
4_ ?)
2" Floor
�
t�6
3 d Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
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)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): s� Floor area of principal dwelling: 00 /0 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: Z-- Compact: Handicap:
Will there be a change in use? ❑ ....Yes []..No If "yes ", explain:
FIRE PROTECTIONIHAZARDOUS MATERIALS:
El.. Sprinklers ❑..Automatic Fire Alarm None ❑ . Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ ..No
If "yes ", allach list of materials and storage locations on a separate 8 -I 12 x 11 paper indicating quantities and Material Safety Data Sheets.
\permits plus\icc changes \permit application (7.2004)
Page 2
l
Z
;= Z
W
�0
UO
J �
�W
WO
WQ
CO CY CY
�W
Z
H
1
Z h-
�5
U�
ON
0H
W
H P LL
.Z
W
UN
1— _
O
Z
V I f P b'd $ �J OOH Existin Building ding Valuation:
1
<I
'
4
A
PUBLIC WORKS PERMIT INFTION - 206 - 433 -0179 r
Scope of Work (please provide detailed information):
Call before you Dig: 1- 800 - 424 -5555
Please refer to Public Works Bulletin 41 for fees and estimate sheet.
VV ter District
..Tukwila ❑ ... Water District # 125 ❑ .. Highline ❑ ...Renton
❑ ... Water Availability Provided
Sewer District
; ..Tukwila ❑ ... ValVue ❑ .. Renton ❑...Seattle
❑ ...Sewer Use Certificate El ... 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.
Submitted with Application mark boxes which a I :
...Civil Plans (Maximum Paper Size -22" x 34 ") Con' ►s+ 4h
❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report Traffic UA1�
❑ ...Bond . []..Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreements) ...Hold Harmless
Proposed Activities (mark boxes that ap ply):,
❑ ...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 ❑ .. Right -of -way Use — Potential Disturbance
.Construction /Excavation/Fill - Right -of -way
Non Right -of -way X—
Total Cut 0 cubic yards
.Total Fill /0 cubic yards
❑ .. Work in Flood Zone
❑ .. Storm Drainage
.Sanitary Side Sewer ❑ .. Abandon Septic Tank
❑ ...Cap or Remove Utilities ❑ .. Curb Cut
❑ ...Frontage Improvements �. Pavement Cut
R . Traffic Control El.. Looped Fire Line
..Backflow Prevention - Fire Protection "
Irrigation "
Domestic Water "
Permanent Water Meter Size..." WO#
❑ ...Temporary Water Meter Size.. WO#
❑ ...Water Only Meter Size............ WO#
❑ ...Sewer Main Extension ............ Public Private
❑ ... Water Main Extension ............. Public Private
❑ .. Grease Interceptor
❑ .. Channelization
❑ .. Trench Excavation
❑ .. Utility Undergrounding
❑ ...Deduct Water Meter Size "
�r,�
..d
�i
FINANCE INFORMATION
Fire Line Size at Property Line _
Water 1 Sewer
Number of Public Fire Hydrant(s)
❑ ...Sewage Treatment
Day Telephon
. 5"
City
SW 632 9/.
State Zip
Water Meter Refund /Billing:
Name: I'ri� Q s Cl /O (/rd Day Telephone:
Allail — A/(ilracc•
Stale up
..........b City
\permits plus %icc changalpermit application (7 -2004)
Page 3
Z
Z
�W
2
60
0
CO 0
W =
I—
N LL-
WO
LLQ
to
=
F.. W
Z
H
H O
Z H
�5
U�
N
a I—
WW
H F-- .
LL Z
llJ
U�
P _
O
Z
,
r
MECHANICAL PERMIT INFOT_ `?ATION - 206 - 431 -3670
MECHANICAL CONTRACTOR IWO R ATION
Company Name:
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):
Scope of Work (please provide detailed information) 4 / HSrl q ✓�
16A �v dc,�,a ti � cF ►�r1 �Y1C: �t W o z LC,
Use: Residential: New ... Replacement..... ❑
Commercial: New .... ❑ Replacement..... ❑
Electric ..... ❑ Gas ... X
Fuel Type
Other:
Indicate type of mechanical work being installed and the quantity below:
Unit Type:
Qty
Unit Type:
Qty
Unit Type:
Qty
Boiler/Compressor:
Q
Furnace <100K BTU
/
Air Handling Unit >10,000
Fire Damper
0 -3 HP /100,000 BTU
CFM
Furnace>100K BTU
Evaporator Cooler
Diffuser
3 -15 HP /500,000 BTU
Floor Furnace
Ventilation Fan Connected
Thermostat
15 -30 HP /1,000,000 BTU
to Single Duct
Suspended/Wall/Floor
Ventilation System
Wood /Gas Stove
30 -50 HP /1,750,000 BTU
Mounted Heater
Appliance Vent &Vee
Hood and Duct
Water Heater
50+ HP /1,750,000 BTU
Repair or Addition to
Incinerator - Domestic
Emergency
Heat/Refrig/Cooling
Generator
System
Air Handling Unit
Incinerator — Comm/Ind
Other Mechanical
<I0,000 CFM
Equipment
PERMIT APPLICATION NOTES _ Applicable to all permits in this application
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.
PENALTY OF PERJURY XTHE A
I,WED I T T OF WASHINON AND AM AUTHORIZED TO APPL OR THIS P ERMIT.
BUILDIN E ^AfUTHO E ENT:
Signature: Date: l ��
Print N O �h l q 1M burL21 I 1r k ell Tele p hon (2l&) / zy ZZZC�
Maili Address /Z.(.l' �lo�sIeG Sw e „�j ZD tUrl (d/ `I g
City State Zip
Date Application Accepted: ( Date Application Expires: I Staff Initials:
I
(permits plus \ice changes \permit application (7.2004)
Page 4
Z
W
Q
JU
UO
W =
l-
Cf)L
WO
U.
�
= W
ZF_
F_ O
Z
W
�5
U�
C0
0 F-
W
H(.
-O
Z
W
U=
O
Z
t
i
BUILDING PERMIT INFORMAZ.ION - 206 - 431 -3670
Valuation of Project (contractor's bid price): $ 1 ?9 D�
Scope of Work (please provide detailed information): CIE, /7�GtJ S t r
3
1
Building Valuation:
�11�
Will there be new rack storage? g []..Yes
ozo 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)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: a 010 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: 7/ Compact: Handicap:
Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain:
FIRE PROT ECTIONIHAZARDOUS MATERIALS:
❑.. Sprinklers ❑ ..Automatic Fire Alarm None ❑ . Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? . ❑ .. Yes ❑ .No
If "yes ", attach list of materials and storage locations on a separate 8 -112 x II paper indicating quantities and Material Safety Data Sheets.
\permits plu$Mcc changaslpermit application (7.2004)
Page 2
l�
t
�
Z
F—
~ W.
UO
Cl)
CO UJI
J =
F—
CO LL
WO
La
U)
=
W
Z =
F—
F— O
Z F—
W
W
U�
O -.
0 F—
W W
XU
O
.. Z
W CO
0
F—
Z
Existing
Interior
Remodel
Addition to
Existing
Structure
New
Type of
Construction
per IBC
Type of
Occupancy per
IBC
IS` Floor
�
QZ
2 rid Floor
3 Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
J
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
PLANNING DIVISION:
Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: a 010 Floor area for accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: 7/ Compact: Handicap:
Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain:
FIRE PROT ECTIONIHAZARDOUS MATERIALS:
❑.. Sprinklers ❑ ..Automatic Fire Alarm None ❑ . Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? . ❑ .. Yes ❑ .No
If "yes ", attach list of materials and storage locations on a separate 8 -112 x II paper indicating quantities and Material Safety Data Sheets.
\permits plu$Mcc changaslpermit application (7.2004)
Page 2
l�
t
�
Z
F—
~ W.
UO
Cl)
CO UJI
J =
F—
CO LL
WO
La
U)
=
W
Z =
F—
F— O
Z F—
W
W
U�
O -.
0 F—
W W
XU
O
.. Z
W CO
0
F—
Z
i PUBLIC WORKS PERMIT INF(VIATION — 206 -433 -0179
Scope of Work (please provide detailed information): u, J�t°Lt> 5% Ng le. d"�cr rr'f r,/ /�e$r
�'►f N om g/ o� da i h S',� ch dd euzvwve � Grlw Ix
G(�L1t/ /'lOa k-��/ 1 N Gf ✓ l is ev 'i 4 4 Vd (V t'► � f0� %H S � I �G d7 y
,! Call before you Dig: 1 -800- 424 -5555
;t Please refer to Public Works Bulletin #1 for fees and estimate sheet.
j Water District
I .Tukwila ❑... Water District 4125 ❑ .. Highline ❑ . Renton
f . Water Availability Provided
' Sewer District
? i .,Tukwila El ... ValVue ❑ .. Renton ❑ ...Seattle
❑ ...Sewer Use Certificate E]... 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.
Submitted wi Application (ma boxes which a
Civil Plans (Maximum Paper Size — 22" x 34 ") IP/Qh
. r; Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report '.Traffic
❑ ...Bond ❑ .. Insurance
ED_ Easement(s) ❑ .. Maintenance Agreement(s) ...Hold Harmless
=i Pm osed_Activities (mark boxes that a
!
❑ ...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
❑ .. Right -of -way Use — Potential Disturbance
t:
I &..Construction/Excavation/Fill - Right -of -way
??
Non Right -of -way
Total Cut _� cubic yards
❑ .. Work in Flood Zone
r , '
,..Total Fill cubic yards
y
❑ .. Storm Drainage
..Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor
❑ ...Cap or Remove Utilities ❑ . Curb Cut
❑ .. Channelization
''I
❑ ..Frontage Improvements 1. Pavement Cut
Trench Excavation
T, Control ❑ .. Looped Fire Line
Utility Undergrounding
❑ ...Backflow Prevention - Fire Protection "
Irrigation "
¢
Domestic Water "
.Permanent Water Meter Size... WO#
-
- I�_"
❑ ...Temporary Water Meter Size.. WO#
Size "
...Water Only Meter Size............ WO#
❑ ...Deduct Water Meter
❑ ...Sewer Main Extension ............ Public Private
❑ ... Water Main Extension ............. Public Private
;j
FINANCE INFORMATION
Fire Line Size at Property Line
Water .Sewer
Name:_
Mailing Address:
City
State Zip
%permits plusUcc changes \permit application (7- 2004)
a
Day
State Zip
Day Telephone:
Number of Public Fire Hydrant(s)
❑ ...Sewage Treatment
Page 3
I`
Z
= i
'~ W
00
U)
C0 W
W =
H
CO LL
W O
LQ
2
W
Z
H
ZO
W
W
U�
N
0 H
W
H
�O
W Z
CO
O
Z
MECHANICAL PERMIT INFO(ATION — 206 - 431 -3670
MECHANICAL CONTRACTOR INFORMATION
Company Name:
Mailing Address:
City, statc 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): $
l �
Scope of Work lease rovide detailed information): t k ) ( Q o
clltiK A H c^� Gi V%
Use: Residential: New .... Replacement..... ❑
Commercial: New .... ❑ Replacement..... ❑
Fuel Type Electric ..... E] Gas ... Other:
Indicate type of mechanical work being installed and the quantity below:
Unit Type:
Qty
Unit T e:
Qty
Unit Type:
Qty
Boiler/Compressor:
Q
Furnace <100K BTU
Air Handling Unit >I0,000
Fire Damper
0 -3 HP /100,000 BTU
CFM
Furnace>100K BTU
Evaporator Cooler
Diffuser
3 -15 HP /500,000 BTU
Floor Furnace
Ventilation Fan Connected
Thermostat
)
15 -30 HP /1,000,000 BTU
to Single Duct
/
Suspended/Wall/Floor
Ventilation System
Wood /Gas Stove
30 -50 HP /1,750,000 BTU
Mounted Heater
Appliance Vent liL
Hood and Duct
Water Heater
50+ HP /1,750,000 BTU
Repair or Addition to
Incinerator - Domestic
Emergency
Heat/Refrig/Cooling
Generator
System
Air Handling Unit
Incinerator - Comm/Ind
Other Mechanical
<I0,000 CFM
Equipment
PERMIT APPLICATION NOTES — Applicable to all permits n this application
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 TH T I HAVE READ AN EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY B THE LAW OF H STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING O O HORIZ A
Signature: Date: /a d
Print NE
Mailing
h4bulua1/
?o,v t SX*L ed 15W
30
Dav Telephond zo&
City
state Zip
Date Application Accepted: ' Date Application Expires: 12 Staff Initials:
Of2� D� i o
Page 4
, � rr� r ��' ir'' �i. J 1y70.' `KT't1!ray+w•csr�r„ awn .+r�.�4���u.«�.fF�. � "°` "r' ^""��i "� - . . _ . .. _
�4
Z
_ E
'~ W
tx �
0
UO
D
WF-
U) LL
WO
J
U.
cl)d
= W
ZF-
Z O
W
W
U�
O�
o�-
WW
HF
tL O
W Z
U=
O
Z
,
.� City of Tukwila
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
RECEIPT
Parcel No.: 3347400755
Permit Number
D05 -382
Address: 11834 44 PL S TUKW
Status:
ISSUED
Suite No:
Applied Date:
10/27/2005
Applicant: GEM CONSTRUCTION
Issue Date:
04/04/2006
Receipt No.: R06 -01767
Payment Amount:
690.00
Initials: LAW
Payment Date:
11/06/2006 09:06 AM
User ID: 1632
Balance:
$0.00
Payee: PITZER HOMES INC
TRANSACTION LIST:
Type Method Description
Amount
Payment Check 2340
690.00
ACCOUNT ITEM LIST:
Description Account Code
Current Pmts
------------------------ - - - - -- ---------- - - - - -- ------ - - - - --
BONDS /DEPOSITS 000/386.908 690.00
Total: 690.00
Z
�Z
'~ W
,J U
UO
N O
�F
U.
W }}
�J
u_ Q
Cj)
= W
I— O
Z R
LU W
U�
O N
O H
W W
H�
LL O
•• Z
W
U=
O F...
Z
w
g
�e � Cit y of Tukwila
;
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Parcel No.: 3347400755
Address: 11834 44 PL S TUKW
Suite No:
Applicant: GEM CONSTRUCTION
Receipt No.: R06 -01419
Initials: JEM
User ID: 1165
RECEIPT
Permit Number:
Status:
Applied Date:
Issue Date:
D05 -382
ISSUED
10/27/2005
04/04/2006
Payment Amount: 58.00
Payment Date: 09/11/2006 03:14 PM
Balance: $0.00
Payee: JESSE M PITZER
TRANSACTION LIST:
Type. Method Description
Amount - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - --
Payment Check . 804 58.00
ACCOUNT ITEM LIST:
Description Account Code
Current Pmts
------------------------ - - - - -- ---------- - - - - -- ------ - - - - --
PLAN CHECK - RES 000/345.830 58.00
Total: 58.00
i
i
z
W.
=Z
UO
N
J =
F-'
N W
WD
J
U-
co
=
�w
Z
F-- O
z H-
w
U�
ON
W
H
tt. O
111 z
U=
O
z
i
9536 09111 9716 TOTAL 58-00
doc: Receipt Printed: 09 -11 -2006
A City of Tukwila
1908
1 6300 Southcenter BL, Suite 100 i Tukwila, WA 98188 / (206) 431 -3670
RECEIPT
i
Parcel No.: 3347400755 Permit Number: D05 -382
Address: 11834 44 PL S TUKW Status: ISSUED
Suite No: Applied Date: 10/27/2005
Applicant: GEM CONSTRUCTION Issue Date: 04/04/2006
I
I
Receipt No.: R06 -01391
Initials: JEM
User ID: 1165
Payment Amount: 58.00
Payment Date: 09/06/2006 09:29 AM
Balance: $0.00
Payee: PITZER HOMES, INC.
TRANSACTION LIST:
Type Method Description
Amount
---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - --
Payment Check 2322 58.00
ACCOUNT ITEM LIST:
Description Account Code
Current Pmts
------------------------ - - - - -- ---------- - - - - -- ------ - - - - --
BUILDING INVESTIGATION 000/322.800 58.00
Total: 58.00
i
9353 09106 9716 TOTAL 58-00
doc: Receipt Printed: 09 -06 -2006
Z
�Z
w
JU
UO
0
w111
0L
w
u-
N
= w
Z�
t— O
Z 1--
U
O co
O I—
wW
HH
LL O
•Z
U_N
H F-
Z
1 �
c`i� � � • T 1 • 1
■ 7 7 ■ TTT T1 ■ �l
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
RECEIPT
Parcel No.: 3347400755
Permit Number
D05 -382
Address: 11834 44 PL S TUKW
Status:
ISSUED
Suite No:
Applied Date:
10127/2005
Applicant: GEM CONSTRUCTION
Issue Date:
04/04/2006
Receipt No.: R06 -01323
Initials: JEM
User ID: 1165
Payment Amount:
Payment Date:
Balance:
58.00
08/22/2006 04:36 PM
$0.00
Payee: PITZER HOMES, INC.
TRANSACTION LIST:
Type Method Description
Amount
------ - - - - --
Payment Check 2305 58.00
j .
i ACCOUNT ITEM LIST:
Description Account Code
Current Pmts
------------------------ - - - - -- ---------- - - - - -- ------ - - - - --
` BUILDING INVESTIGATION 000/322.800 58.00
i
Total: 58.00
r
i tU
8949 08/23 9716 TOTAL 116.00
doc: Receipt
Printed: 08 -22 -2006
z
W
00
Cj)
J �
C') LL
W O
�J
u.
cf) a
= w
H
Z f..
F- O
Z F—
5
U
O -
:0 Ir
W
3:
F
L11 z
UCf)
h- _
O H
z
� 'th •,
�... Ci
t of Tukwila
Is
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
RECEIPT
Parcel No.:
Address:
Suite No:
Applicant:
3347400755
11834 44 PL S TUKW
GEM CONSTRUCTION
Permit Number:
Status:
Applied Date:
Issue Date:
DOS -382
ISSUED
10/27/2005
04/04/2006
Receipt No.:
R06 -00473
Payment Amount:
2
Initials:
3EM
Payment Date:
04/07/2006 12:48 PM
User ID:
1165
Balance:
$0.00
Payee: PITZER HOMES, INC.
TRANSACTION LIST:
Type Method Description Amount
---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - --
Payment Check 2097 2,426.00
s ACCOUNT ITEM LIST:
Description Account Code Current Pmts
f------------------------ - - - - -- ---------- - - - - -- ------ - - - - --
CASCADE WATER ALLIANCE 401/386.550 2,426.00
Total: 2,426.00
f
z
W
MW
JU
UO
(0 0
co W
W =
H
NL
WO
9-1
L?
cf) 0
=W
z t—
F- O
z F-
W LLJ
� p
O -.
� I-
W uJ
LL O
id Z
U=
Z
4334 04/07 9710 TOTAL. 2637.95
doc: Receipt Printed: 04 -07 -2006
i �JlV1AA K
. e C it y of Tukwila
i9�
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
ti
i
i
RECEIPT
Parcel No.: 3347400755 Permit Number D05-382
Address: 11834 44 PL S TUKW Status: APPROVED
Suite No: Applied Date: 10/27/2005
i Applicant: GEM CONSTRUCTION Issue Date:
Receipt No.: R06 -00447 Payment Amount: 21,380.30
i
Initials: LAW Payment Date: 04/04/2006 11:21 AM
User ID: 1630 Balance: $0.00
1
Payee: PIIZER HOMES
i
j TRANSACTION LIST:
Type Method Description Amount
- - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - --
i Payment Check 2140 21,380.30
ACCOUNT ITEM LIST:
Description Account Code Current Pmts
------------------------ - - - - -- ---------- - - - - -- ------ - - - - --
BUILDING - RES 000/322.100 1,842.70
CASCADE WATER ALLIANCE 401/386.550 2,222.00
PLAN CHECK - WATER METER 000/345.830 10.00
PW LAND ALT PERMIT FEE 000/342.400 37.00
f PW PAVEMENT MITIGATION 000/344.101 900.00
' PW PERMIT /INSPECTION FEE 000/342.400 420.00
PW PLAN REVIEW 000/345.830 172.00
SEWER - ALLENTOWN /RYAN 402/379.004 9,825.30
STATE BUILDING SURCHARGE 000/386.904 4.50
WATER - ALLENTOWN /RYAN 401/379.004 5,356.80
WATER CONNECTION 401/379.002 60.00
WATER INSPECTION FEE 401/342.400 15.00
WATER INSTALLATION (DEP) 401/386.520 490.00
WATER TURN -ON FEE 401/343.405 25.00
!
Total: 21
41.94 04/04 9716 TOTAL 21330.30
doc: Receipt Printed: 04 -04 -2006
z
Z
W
0
0
co
NU_
W
9�
U_
F- W
z �..
F- O
z F-
W
UCl
O C0.
Q 1__
W W
F- �.
LL O
.. z
W
U=
O
z
City of Tukw
i 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
TRANSACTION LIST:
Type Method Description Amount
---- - - - - -- -- - - - - -- --------------------- - - - - -- ----- - - - - --
t Payment Check 3386 1,669.26
ACCOUNT ITEM LIST:
Description Account Code Current Pmts
PLAN CHECK - RES 000/345.830 1,197.76
PW BASE APPLICATION FEE 000/322.100 250.00
PW LAND ALT PLAN REVIEW 000/345.830 23.50
PW PLAN REVIEW 000/345.830 198.00
Total: 1,669.26
z
z
�w
QQ
J
00
CO)
J =
F-
LL
W 0
LL
�
=w
z�
I— 0
zF-
w
w
U�
O �.
.0 H
wW
-0
W
U=
O~
z
8c5y —10/2 7 ='716 T'il'l AL. 1669.26
doc: Receipt Printed: 10 -27 -2005
RECEIPT
Parcel No.:
3347400755
Permit Number
DOS-382
Address:
11834 44 PL S TUKW
Status:
PENDING
Suite No:
Applied Date:
10/27/2005
Applicant:
GEM CONSTRUCTION
Issue Date:
Receipt No.:
R05 -01569
Payment Amount:
1,669.26
Initials:
JEM
Payment Date:
10/27/2005 03:31 PM
User ID:
1165
Balance:
$2,082.20
i
j Payee:
GEM CONSTRUCTION, INC.
TRANSACTION LIST:
Type Method Description Amount
---- - - - - -- -- - - - - -- --------------------- - - - - -- ----- - - - - --
t Payment Check 3386 1,669.26
ACCOUNT ITEM LIST:
Description Account Code Current Pmts
PLAN CHECK - RES 000/345.830 1,197.76
PW BASE APPLICATION FEE 000/322.100 250.00
PW LAND ALT PLAN REVIEW 000/345.830 23.50
PW PLAN REVIEW 000/345.830 198.00
Total: 1,669.26
z
z
�w
QQ
J
00
CO)
J =
F-
LL
W 0
LL
�
=w
z�
I— 0
zF-
w
w
U�
O �.
.0 H
wW
-0
W
U=
O~
z
8c5y —10/2 7 ='716 T'il'l AL. 1669.26
doc: Receipt Printed: 10 -27 -2005
w INSPECTION RECORD
Retain a copy with permit i d s �a
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Project:
_1
Type Inspection:
'1'l
Address:
1g 3V1 v :f:
Date Called: `
o v
Special Instructions:
y y� �L r ry1!r.P ✓tom
Date Wanted: .m.
p.m
Requester:
Phone No:
a Approved per applicable codes. Corrections required prior to approval.
rr
COMMENTS:
v�.
CO.
Inspector: LJ Date: .4-f 'L D1
Receipt No.: Date:
$60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
- - •tti.�.r.`llr - +r . c lRV 1. 'I�FJT.A.`t - i. ^� `�M� ^':'�'f
f4
Z
�2
�WW
aa G
JU .
UO
wF
S2 U.
W
LLQ
N
2
F. W
' Z
I— O
WW
U�
.0 H
WW
2
F_
u-
0
W
Z
U
O =.
~
Z
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. jPEMA WIN
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3
Pro' fit:
I
Type of Ins7pEion: \j
/ P
Address:
Date Called:
pecial Instructions:
Date Wanted:
- 2- p.m.
Requester:
Phone No:
t
Ins e:
$58.0"E INSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid AT - 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 1.
Receipt No.:
I
Z
Z
00
Cl) 0
C0 Ill
W
CO LL
0
2�
9-1
LL <
U :)
= d
l.- W
z M,
0
z �_
Ill L U
2:3
U C3
Cl)
0-
W
M
0
LLI
z
Cl)
O ~
Z
;a5F"proved per applicable codes. Corrections required prior to approval.
7
INSPECTION RECORD
Retain a copy with permit
INSPECrON NO. PEF
' CITY OF TUKWILA BUILDING DIVISION-4
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2
Pro'ect• " >
67n (40 5�7 /c�JJ/i ) U.V
Type of Ins ection:
Address:
i , S
Date Called:
Special Instructions:
Date Wanted: ,a�. -mom.
//1 ,�
Requester:
Phone No:
S -2 ' O 7 G
Fi Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
"F.
00 REINSPECTIOR FEE REQUIRED. Prior to inspection, fee must be
at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection.
�a
z
iH Z
W
JU
UO
N
co
J =
LL
wo
�Q
N�
= a
�W
Z=
WO
�p LLJ
U
ON
0 F—
WW
F- I--
u. O
Z.
U U)
O
z
INSPECTION RECORD
► )0 25
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Projt:
eA
Type of Inspe tion
Address
I I Y' Ij L( J4
Date Called:
Special Instructions:
Date Wanted: a.m.
p.m.
Requester:
j - LA-
A1'1L
Phone No:
Approved per applicable codes, Corrections required prior to approval.
SS 5
Su
,"A
V
COMMENTS:
lot
j - LA-
A1'1L
4-X1.1.'
c, Lb--, N
nspector: Date.
teceipt No.: I Date:
$58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to secheduie reinspection.
z
Z
V
C-)0
Cl) a
C0 W
WX
J H
0 LL
0
LLa
Cj) 0
CY
W
z
1-- 0
z H
W W
5
C.) C0
0
W W
x C. )
F-
0
z
U N
i= =
0
z
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Project:
C'o
Type of Inspection:
m
Address: t � P � �
Date Called-j/ 31 p
Special Instructions:
Date wanted: a.m.
p.m.
Requester
x"
tz-er
Phone No:
.7 3
Inspector: tW[ 6ate:
I l 4 D`
$58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection.
Receipt No.: Date:
Z
J Z
� 4 W CC
W G
JU
UO
to 0
co
F—
CO W
WO
LL ?.
= W
? F—
ZO
W
�p LLj
U
O F--
W W
H�
LL O
iii z
C.) W
H x
O
Z
M Approved per applicable codes. Corrections required prior to approval.
INSPECTION RECORD ' I`'
Retain a copy with permit
INSPECTIOITNO. PER T 0
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -307
In
Project:
Type of Inspection:
L 9Z /A/'
Address:
Date Called:
Special Instructions:
Date Wanted: a:m:
// - :-1' -. d G p.m.
Requester:
Phone No:
�zs3 - z mss s ; 7y
Approved per applicable codes.
Corrections required prior to approval.
Receipt No,: Date:
$58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection.
i
I
Z
Z
W
q �
00
to o
Cl)
u-
WO
9 J
LL
co
= CY
�w
Z
F-
W 0
W
U�
O�
WW
O
ui Z
U C0
O
Z
INSPECTION RECORD
Retain a copy with_permit S
INSPECTION N0. PER NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 431 -367
Project:
6ec 00A1,5 1(f71 )
Type of Inspection:
'v // 5X "14 - /A i.
Address:
Date Called:
�, yyP' 5
-
Special Instructions:
Date Wanted: a.m.
Requester:
Phone No:
Approved per applicable codes. Corrections required prior to approval
z
Q
W
OC �
UO
0
W=
f-
W
WO
J
LL Q
CO
=
f. W
Z 1:
ZO
W
W
U�
ON
o�-
WW
��
tL O.
id
U N
H - r
O
Z
e•Mr i� 'ri #.+'e�..;? .e. "r "'faigr•r;,,�1p i 4 .
INSPECTION RECORD
Retain a copy with permit
INSPECTION N0. PE 1 0.
CITY OF TUKWILA BUILDING DIVISION
;. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 )431 -3q6 0
Pro ct:
Type of Inspection:
Address:
/ C!5 / y S
Date Called:
Special Instructions:
Date Wanted* M.
p.m.
Requester:
Phone No:
ZS� " U Jc :7
I
Z
;= F-
00
y0
C0 W
W =
co LL
W O
U. a
C0 :)
2
H W
. z
Zo
U�
O�
0 F--
WW
H~
O
. Z'
W
U=
O
Z
`[ Approved per applicable codes. FI Corrections required prior to approval.
:.,
INSPECTION RECORD
rmit W (26) 5-3,g
Resin a copy with pe
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISI
63.00 Southcenter Blvd., #100, Tukwila, WA 98188 0
Pro* ct:
Type of Inspection:
Address:
Date Called:
Special Instructions:
Date Wanted:
//- 11 x' p.m.
Requester:
Phone No:
g 57�
IJGIIU al UJVV JVUIIR.CI1LC1 UIVU., JUIIC IVV. %.QU lV JCUICUUM IC111;)FUk.LIVI$,
Receipt No.: Date:
Z
�Z
W
QQ �
U O
CO
Cl) Ill
J =
I--
Dw
WO
u_ ¢
N�
=
F- W
? H
W ~ UJ
�p
U
O�
o�
w
O
W Z
UN
P M,
O
Z
tZL Approved per applicable codes. [-� Corrections required prior to approval.
INSPECTION RECORD
L Retain a copy with permit `� t='
INSPECT N NO. P T O.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 }431 -3�6
Pro ect:
Type gf Ins ection: ,
Address:
/ / 631 ?z S
Date Called:
Special Instructions:
Date Wanted:
p.m.
Requester:
Phone No:
C2 ? -zSS�
Receipt No.: Date:
I
z
J Z
q � W
W C
�U
0
w=
f—
DU-
W
�J
LL
Cj)
2
W
Z
H
F.
z t`
W
W
U�
o
o�
W LU
�U
U O
W z
CO
O
z
Approved per applicable codes. FI Corrections required prior to approval.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
> I
Approved per applicable codes. 13 Corrections required prior to approval.
r
i
Projec
p $
Type of Inspection:
G C
J
Addr ss:
3 P 5
Date Called:
/ old
/v L
Special Instructions:
� -S j &( -C'
3D
Date Wanted:
a.m.
Requeste
Phone No:
53- a
1�5s
COMMENTS:
Inspector: s Date: 06
Receipt No.; 77
F] $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
Paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection.
I�
�1.
f
Z
Z
� W
UO
0
W
W .
W O
LL
I
= W
H
Z
ZO
W W
U�
U
O p }_
WW
H�
LU Z
U C0
H X
Z
�Kiz INSPECTION RECORD
Retain a copy with permit
INSPE 10
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Projec
Type of Ins ction:
Address:
•..
Date Called:
Special Instructions:
/ raj Z5
Date Wanted: 2 a. m.
Requester:
Phone No:
F Approved per applicable codes. Corrections required prior to approval.
Y
Il
i�
,► � � "tai 1 A' i T ..� .. ':�
I
-.j
$58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Catl to sechedute reinspection.
�Z
Z
W
�0
UO
CO Q
co W
W =
H
�
WO
9-1
Wj
U) CY
= W
I— _
Z
1— O
Z H
W
2j
U�
O �
0�-
WW
�U
�O
W
CO)
O F '
Z
INSPECTION RECORD
E Retain a copy with permit 1) 0 -5- 3 �Z
INSPECTION NO. P MIT O.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 " - (206)431 -3670
Project:
M C? 0yV5 722iN7 - /
Type of I
�L��'r!�✓ G��l� /d�� ✓v
Address:
Date Called:
// ej-3 / Z/ ?-/ S
Special Instructions:
Date Wa d�
p.m.
Requester:
Phone No:
Z2 3 -2—
ti:7 ^ , r. . i.i. ri- .;a �:.1.�•: ':Fi�e't'ii9`i... „': ris< .�. �lr.: _ •Y __.__�
Z
�W
WV
UO
0
co ILI
N LL
WO
9-J
L_
�
I.—W
z=
F-
1- O
Z H
W
U�
0H
W
2
H�
LL O
Z
U 0
p _
O
Z
��Approved per applicable codes. n Corrections required prior to approval.
`� t•+.:: txA3Rtx�• vra= iik+ tea:.. --,_ _ _. �:.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Projef1 /}
C�t C -
T pe of Inspection*__
Address:
I / � 3y ��/ /�l s
Date Called:
64� �)� /o L
Special Instructions:
C a l J d /1t4 L y 1 U r
! l
��. /� -�xv` • 1 �� 6�;� A 07
Date Wanted: / a.m
• 07 / r d� /'9 & p.m.
Re
q
Phone No:
M Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
r
1 0(o /A k
r_ 1 fl_ I
f
Inspector: Date: n a `
$58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection
Receipt No.: Date:
z
Z
W
u� 2
�U
UQ
J =
T
WO
u_ Q
N�
_CY
W
Z
H
WO
W
U�
O�
o I--
W W
H�
li.l z
UN
O 1--
z
INSPECTION RECORD �o S- 8 Z
Retain a copy with permit
INSPECTION NO. PER ' I
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36(70
Project:
Type of Inspection:
f
ress: f 1i 1 � L �
Date Called:
Special Instructions:
Date Wanted: / a.m.
Z 4o b P.m.
Requester:
P a N
Ph
.t5
roved per applicable codes. FI Corrections required prior to approval.
t tor: Date:
58.00 REINSPECT N FEE REQUI ED. Prior to inspection, fee must be
paid at 6300 South enter Blvd., Suite 100. Call to sechedule reinspection.
ecelpt No.: Date:
E
i
Z
�}= Z
�W
QQ�
JU
UO
Cf)
J =
C0 U-
WO
LLQ
=a
�W
Z�
ZO
W LU
�p
U
O�
OH
W
H�
ti O
W Z
U=
O�
Z
INSPECTION RECORD _
Retain a co with p ermi t 3c�
INSPECTION NO. cop p 4 CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 -36F70
Prot
Type of Inspection:
67 1� Y✓1 C'OYJ VI( NTi a101,,
w ^ , 1
Address: y � � L <>
III Gv �
Date Called:
Special Instructions:
Date Wanted: a. m.
Requester:
Phone No:
Z
2
�
IXW W
UO
CO 0
W F--
LL
W O
9-1
ILL
Cl)
= CY
W
Z F-
WO
W
U�
O�
o�
W W
H�
LL O
W Z
U=
O
Z
V _Ap proved per applicable codes. Corrections required prior to approval.
. �.f r?; wcatic✓»..- .L }eM��.+,w.¢.,. - -.. +^e.. �.^ .- ..wr- +....- .- • -.+r.. _..�.,nv v-.. ..r.- _ ., r.. r. -, - ,,.- -_:•.n
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PER NO
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3q7
Pro'ect: r
Type of In
Address:
Date Called:
3 y q PL
Special Instructions:
Date Wanted: a.m.
Requester:
Phone No:
R
01
Z
;= Z
�QQ
UO
cf)�
C0 LU
J =
N o
W�
J
LL
N�
= a
W
z0
Ill 5
U�
ON
D H
W W
H U
L L
111 Z .
U =.
O
Z
1
I a
Approved per applicable codes. 1:1 Corrections required prior to approval.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PER
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 '� (20 )431 -36
Project:
Type of Inspection: f
Address: �
_.
Date Called:
Special Instructions:
Date Wanted: m
" 2,!!: p.m.
Requeste :
Phone No:
1. .
Approved per applicable codes. f
COMMENTS: r
l
4
i:.
L paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection.
Receipt No.: Date:
Corrections required prior to approval.
Inspecto Date:
n $58.00 REINSPECTI0 FEE REQUIRED. Prior to inspection, fee must be
Z
Z
�W
QQ �
JU
00
ND
W =
H
U-
0
U�
c
T
I.—W
Z
P
FO
Z I—
W
W
U
ON
0 t<
WW
H�
L' O
111 Z
U=
O
Z
INSPECTION RECORD i Retain a copy with permit
INSPECTION N0. N
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 31 -36 0
Project:
Type of Inspection:
Address:
Date Called.
Special Instructions:
Date Wanted:
.._•,��Q p.m.
Requester:
Phone No:
-
Receipt No.; Date: :1
1
i
Z
}_- Z
�W
JU
UO
UO
(0 UJI
J =
(1)U-
W O
§�
U. Q
a
= W
H
? H
E- O
Z F-
�j
U�
ON
OH
WW
H�
�O
Z'
W
U=
O
Z
$58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
Paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection.
INSPECTION RECORD _
Retain a copy with permit
INSPEITION NO. PERM' 0.
CITY OF TUKWILA BUILDING DIVISION ,
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (06)431 -36 0
Pro' ct:
E 171 r0/U.S I(I i/"2 4,
Type of Ins p ection:
Address:
Date Called:
Special Instructions:
Date Wan d: _ ra.m'
C — / `a U p:m•
Requester:
Phone No:
M Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
1
Ge
t
7
r V -e 6
J
66 v r
--
CP ( t I � ,
10 t
A
h
�t
�.
Inspector: / Date: G
i s n
}DUXU REINSPtG HUN FEE REQUIRED, Pnor to inspection, tee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection
ff t elp No.: Date: 7
'Z.. ,. I ... .. - •.
Z
�Z
W
�U
UO
0
wX
�LL
W O
2
J
LL
C/)
= W
? 3 -
F- O
Z R
W
U�
O�
O F-
WW
F-
LL. O
.. Z
U =.
O ~.
Z
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERM 0.
CITY OF TUKWILA BUILDING DIVISIONI (32
V
.6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431-36�O
�
Project:
IYI 0Aosd(zlefl oy')
Type of Inspection: A(3 wcvc
Re Mow
Address
,I (63q L l q P C >
Date Called:
Special Instructions:
Date Wanted: M
Requester:
Phone N6;
3
tX Approved per.applicable codes. Corrections required prior to approval.
COMMENTS:
K nspec or: D a
EJ),� REINSPECTION)FEE REQUIRED. Wor to inspection, fee must be
at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection.
lltetr No.: Date:
z
Z
UJI
JU
00
Cl)
co
LU
N
UJ 0
LL
CJ)
CY
W
Z X
F-
0
z F—
LU Uj
5,
ON
O H
LLJ LL i
LLI LL
z
co
0 F-
z
NOTICE & ORDER
STOP WORK
.. ,�....... v ..., • Np�.�54 ��' � ":N.iN vv'4' r++�S l.. .• t.v
!�%:� {'.t`Z:� .�i'. -i. s �" • �7' F 4 {W��W; F '� • �°'{i�f. �`a. 5Y1'1.1ifA . v . � h.A �f5't+ r:'SµN'4. irYwi�y -•+ ..:. i......+ r�+.. x�.+' r..T-.... '�!..�- '+�+.�+.Ht^�!*'^ „iiwr• +� ''
INSPECTION RECORD
y p erm
Retain a cop with it
INSPECTION No. PER N
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -347
Pr oje t:
Vf /;?'
Type of Ins
Address:
-' �r -5 y yy s
Date Called: �--'
Special Instructions:
Date Wanted: M.
M.
Requester:
Phone No:
rA 5 _ 255 -vc 7V
❑ Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
4
2Z ) A�0 � 117 /) 1; e"t�"'L5 A'O
ItiAl
AF406 -- 9
Receipt No.: Date:
I ...... ..... ........ ....... �. ........... .... ., ......... ...... ....•. — ....w.e. ' .11 ... jjV�Lwn.
'1
z
}_— Z
�W
JU
UO
U) U
J =
Cl) W
WO
LL
= a
�w
z
H
1-- O
W ~
w
U�
0 00
OH
ww
LL Z
111
Cl)
O~
z
':::1 "•tij. :.. +n•^i:"'' "i'`^ ' it 1 F "'.:• ..: .: ., ,. ... ,. .. .. ... .. .. ,
!� �k�f�iA i�+Y,<Yl4 MSC �yMLf N • 1 .f:i h'"f'�'��� ..,.
INSPECTION RECORD
Retain a copy with permit Dos -38 Z
INSPE ION NO. PERM N
CITY F TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (0 )431 -36tO
Proje t:
f YY` C oNje)j �'z tC�ft'ck
Type of Inspection:
*'� .w l S e
,A
Address:
. (:1 33q yL(PL S
Date Called:
Special Instructions:
Date Want d: <a rJr„
- -23 -6&
p.m.
Requester:
Phone No:
per applicable codes. Fl Corrections required prior to approval.
s tor: Date:
$ 8.00 REINSPECTION F REQUIRE . Prior to inspection, fee must be
aid at 6300 Southcenter Blvd., Suit 100. Call to sechedule reinspection.
Receipt No.: I Date:
A
...+•.t.. :.S'L',:�.''w�e'�:. %rti:ar:•x: ;.f� ,:;i. dlt:n. �".'niiR.• trl+".:,.- .:t'.: ":wt;vi.F'.:; ism' �i.+ fl.:?d'.o.�.ti�'K�kit;U'lirW..• ?'}T:. - - �y_�� >?.�'�"
S
z
Z
�W
QQ�
JU
U
N
CO
Cf) LL
u_
W O
La
I .- W
z
I— O
W
�5
U�
ON
o1--
WW
I—
u. O.
.z
W
U=
O
z
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
(206)431 -3670
Projec
Type of Inspection:
��^^
Address:
Date Called:
5
6 1S a .L
Specia Instructions:
Date Wanted: a.m.
1 t p.m.
Requester: e
G
Phone N
GZ
Corrections required prior to approval.
.❑ Approved per applicable codes.
•
• L _ �1��
MA
$58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection.
Z
if Z
�W
_U
UO
CO
w=
J �
�U-
WO
�Q
U) :D
=
�–W
Z
H
H O
W F–
�=p LU
U
U
WW
LL F-
—0
LLI Z
U=
O
Z
INSPECTION RECORD
Retain a copy with permit O r°
INSPECTION NO. i PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
5
Project:
Type of Inspection: W
m p
Add'ess: uI J I
'" r
Date Called:,
.
Special Inst uctions:
Date Wanted:
a.m.
m•
i
p
Reque
J VN
Phone No:
7of, LI
12-6
M Approved per applicable codes. El Corrections required prior to approval.
COMMENTS:
r r //
td
J VN
Inspector: t ' Date:
Receipt No.: Date: 7 —
$58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection.
I
Z
;H Z
W
W
J
UO
CO 0
Cl)
CO) LL
WO
LLQ
S2
F. W
F- O
W F- UJ
�p
U
N
0 H
W W
�U
LL O
111 Z
U=
bF-
INSPECTION RECORD
Retain a copy with permit
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Projec
Type of Inspection:
S S S
Addre�i t��( �� P1 S
Date Called:
Special Instructions:
Date Wanted:
j
a.m.
of p.m.
Requester:
Phone No:
Approved per applicable codes. F1 Corrections required prior to approval.
h�
SSS
Inspector: Date:
Receipt No.: Date:
$58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection.
s
Z
�}�-• Z
W
0 0
to 0
�_
(0 LL
WO
La
= a
�-W
Z
H
W 0
W
U
O�
0 H-
WW
XU
LL — O
•Z
W
U=
of--
'LI Ala . UI
=J
Inspector: Date:
Receipt No.: Date:
$58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection.
s
Z
�}�-• Z
W
0 0
to 0
�_
(0 LL
WO
La
= a
�-W
Z
H
W 0
W
U
O�
0 H-
WW
XU
LL — O
•Z
W
U=
of--
�it�`?>r+ fin -sa�".^%'��'� -�.�:: x�,�.a�. --� • �:..-. ,"`t r'�s .,, ".'"". °""�.`.." "' "',
' ti
_ ry ,
INSPECTION RECORD D05-382-
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Project:
G en) Co sfn
Ty of Inspection:
9OW out d ya 1hs
Ad dress, 1 1 0 3 4 144 PJ -S
Date Called:'
Special Instructions:
Date Wanted: 15- a.m.
p.m.
Requester: Rand r)r) Tma�
Phone No: zQ b - 4Z Z l I
❑ Approved per applicable codes.
h.
Corrections required prior to approval.
COMMENTS:
d. / l
J
C<
"Te
r, U2� LAL] W/
d`),
`.
TA
w.
t.
$58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection.
I
z
�W
J
UO
CO 0
w=
H
(A LL.
wO
� QQ
LL
= Cf
�W
z 3:
ZO
W
U�
co
a 1•--
WW
HL)
LL. O
z
w
U=
O
H F-
z
lqw
INSPECTION RECORD
Retain a copy with permit
INSP ION NO. P ;
CITY OF TUKWILA BUILDING DIVISIO
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367
i
Project:
Type of Inspection:
Address:
Date Called:
Special Instructions:
Date Wanted: a.m.
Requeste
Phone No:
Receipt No.: Date:
$5 .00 REINSPECTIO FEE REQUIRED. or to inspection, fee must be
id at 6300 Southcen er Blvd., Suite 1 0. Call to sechedule reinspection.
i
Z
i Z
W
QQ �
JU
UO
UU
W =
LL
WO
LL Q
U�
=
�W
Z
I- O
W H
�j
U�
U
0 I--
W
HC.
�O
.. Z
w
U=
0
Z
INSPECTION RECORD �J
Retain a copy with permit 3J
INSPECTION NO. PERMb 0.
f
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367
Project:
Type of Inspection:
Address:
ate Called:
Special Instru io s:
Date Wanted: a.m
N Z?A" 0- 7- l"Fe
IL — p.m.
Requester:
Phone No:
z-
f►�proved per applicable codes
r
COMMENTS:
N Z?A" 0- 7- l"Fe
Inspector: Date:
receipt No.: Date:
$58.00 REI ECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection.
ri
Corrections required prior to approval.
t
z
'~ W
JU
UO
CJ)
J H
�LL
W O
LL Q
cl) :D
2
�W
?_
F-
I-- O
z
5
Uj3
Cl)
W
�F-
LL Z
111
U=
O
z
INSPECTION RECORD D d
Retain a copy with permit
INSPECTION NO.
PERMIT O.
' OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367
Proj
�)
Type of I pection:
dd s•
I 8 J - 3 Lt
/ ` ��
44 '-°i
Date Called:
_
Special Instructions:
Date Wan ed: a.m.
Requester:
Phone No:
proved per applicable codes. Corrections required prior to approval.
COMMENTS:
TR. t W t ry
1 1 1. LlcilC,
8.00 REINSPECT ON FEE REQUIRED. P/*to inspection, fee must be
paid at 6300 Sout center Blvd., Suite 10 . Call to sechedule reinspection.
Receipt No.: I I Date:
zz
W
a U
UO
N0
J I.—
NLL
WO
L L
Co
= W
z F.
ZO
W
U0
O N
0 I—
WW
H
L O
z'
W
U=
O
Z
DENNEY ENGINEERING, INC.
38809 191" Ave SE
Auburn, WA 98092
Phone & Fax (253) 9:39 -1373
August 29, 2006
I have been informed that on the front face of the building, siding was installed before an
inspection was performed on the sheathing and nailing of the walls. To insure that
adequate lateral strength of the upper story front wall is in place, I have instructed the
contractor to sheath the interior faces of the wall in the upper story with 7/16" OSB,
nailed with 8d nails at 6" on centers as specified for the exterior face.
Nailing of the lower story exterior face of the garage piers is assumed to be as specified
by the drawings, but may require verification, at the city inspector's discretion.
Please call if there are questions regarding this report.
Sincerely,
N R. p
Emerson R. Denney, PE �Q► p f WASy,
WA Lic #9788 `�1C
I ,
REVIEWED F 9788 �
CODE COMPLI�
SEP
i Of Tukwila JTcTnhJ
RECEIVED
CITY OFTI
SEP 0 6 2006
PERMIT CENTEN
• r� P- F
I ci r
..;4 .„1.. ,�. .. XA:. rii. uw. t:' r.+, 1+-(..l+ rod4�C wi»' ;f > "aii.ccl:7,�:.itrcs;:;.l +:an: Jaw+ U1` t'. �w: i:..z:.+,;•ah:..
z
Z
�w
2
D
UO
C/)
C0 W
J =
f-
U) L
w
L?
cl)
=w
►- _
Z F-
�- O
z E-
w
w
U�
O�
oF-
w
F�
L
.z
w
U=
.O F-
z
City of Tukwila
Permit N0. D%
63.00 Southcenter Blvd. Ste #100
Tukwila, WA 98188
Plan revi evi i:; subject to errors and omisskM
Approval c ('=- uments does not auth
the violat
: a coda or ordinance. Remo
of approvcJ ,..1
,-
- = . Is acknowledged:
Re: Residence Project
By x
11834 44` PI S
_ r
Tukwila, WA 98188
Oaf I
Permit #D05 -382
City of Tukwila
To the Person Concerned;
SUUDING ONMON
Regarding the above referenced residence, please note the following.
I have been informed that on the front face of the building, siding was installed before an
inspection was performed on the sheathing and nailing of the walls. To insure that
adequate lateral strength of the upper story front wall is in place, I have instructed the
contractor to sheath the interior faces of the wall in the upper story with 7/16" OSB,
nailed with 8d nails at 6" on centers as specified for the exterior face.
Nailing of the lower story exterior face of the garage piers is assumed to be as specified
by the drawings, but may require verification, at the city inspector's discretion.
Please call if there are questions regarding this report.
Sincerely,
N R. p
Emerson R. Denney, PE �Q► p f WASy,
WA Lic #9788 `�1C
I ,
REVIEWED F 9788 �
CODE COMPLI�
SEP
i Of Tukwila JTcTnhJ
RECEIVED
CITY OFTI
SEP 0 6 2006
PERMIT CENTEN
• r� P- F
I ci r
..;4 .„1.. ,�. .. XA:. rii. uw. t:' r.+, 1+-(..l+ rod4�C wi»' ;f > "aii.ccl:7,�:.itrcs;:;.l +:an: Jaw+ U1` t'. �w: i:..z:.+,;•ah:..
z
Z
�w
2
D
UO
C/)
C0 W
J =
f-
U) L
w
L?
cl)
=w
►- _
Z F-
�- O
z E-
w
w
U�
O�
oF-
w
F�
L
.z
w
U=
.O F-
z
i
E
RECEIVED
CITY OF TUKWILA
OCT 2 7 2005
PERMIT CENTER
Project number
04-389
Plan date
Plan revision date
Calculations date
Calculation revision date
7/04
8/04
1t No.
Client / Project Design U n I i m ift revieui � ^�?ro1raf Is Subject m errors and omisslor&
Plan 2010 A/2 - ,
Scope of work
Descri do
REVIEWED li �C�
CODE COMPLIA
DEC 16 2005
�
Lateral Design
( Seismic Design based on 98005 Zip Code)
Construction Technologies
Jan V. Rohlik P.E.
11661 S.E. First Street, Suite # 204
Bellevue, WA 98005
425 - 450 — 0454 Phone
425 - 450 — 0507 Fax
A
Note
These calculations were prepared for the above client and specifically for this project.
Project location shall be describe by the address or specific plat - lot number. Calculations shall match
project location as well as the plan date as shown above with date on the plans. Construction Technologies
specifically reserves the right to review and approve of each individual site ( by written letter, signed and
sealed with wet stamp) upon which the plan is to be applied and does not warrant the design without such
individual site review and approval.
The calculations are not valid without an original wet stamp signed in blue Ink.
Construction Technologies has been retained to provide engineering and design for the specific items as
indicated within these calculations. No other areas of the structure have been investigated nor are their
suitability implied by the work contained herein.
sheet 1 of 35
z
�w
D
00
CO
CO W
J =
f-
S2 U-
w
u-
�
=w
�_
Z�-
1-0
z�
U�
co_
0 F-
w W
UO
w z
co
0
z
- '' -41 5'- 101/2' 5' -1' -6' T -11/2'
5040 5LDR 5OW 5LVft
p u
1 fPK m
ul Ip I -1 rn U_� 1 I TrQO1
la
- -- 0 c% FF z W O
2466 1 I a
1 z @ O
12' -0 1/2' 1� u 3 a T -4 1/6' L 6 - II 1/2' 6' -2' 5 -3 112' • 5' -8'
n I m� n _ N � 2D6C
1 Q� I ��� O � N � •� w � � b
4 �• u I y plcYei q x�c�e I � c Ctt
r 1 1 \ N
3 u
2'- 41/2
�j V SNOrEi
roe �M
LJ
LIIC RDcr
{ 3 u
CO
19' -1 1/2' ( ' -5 1n; 5' -5 1/2' IS' - 1/2'
42' -O'
I
a
A
I
m
m
NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR
THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT.
rn b
- n
O
0
G�
rn
f D b 3
� y
3
V
9#
NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN
THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT.
SEISMIC FORCE TRIB TO ROOF PLATE
SEISMIC FORCE TRIB TO FLOOR PLATE
SEISMIC INERTIA TO ROOF PLATE
SEISMIC INERTIA TO FLOOR PLATE
SEISMIC INERTIA TO ROOF DIAPH.
SEISMIC INERTIA TO FLOOR DIAPH.
Maxim Roof Projection = 27' -0"
WIND LOAD TO ROOF PLATE End Zone
WIND LOAD TO FLOOR PLATE End Zone
.Maxim Roof Projection = 27' -0"
WIND LOAD TO ROOF PLATE Interior Zone
WIND LOAD TO FLOOR PLATE Interlor Zone
Maxim Roof Projection = 28' -0"
WIND LOAD TO ROOF PLATE End Zone
WIND LOAD TO FLOOR PLATE End Zone
Maxim Roof Projection = 28' -0"
WIND LOAD TO ROOF PLATE Interior Zone
WIND LOAD TO FLOOR PLATE Interior Zone
8.33
KIPS
5.09
KIPS
LATERAL DESIGN ASSUMPTIONS
PLF
PLF
6.47
PSF
LIGHT FRAME RESIDENTIAL STRUCTURE
PSF
LOAD CARRYING SYSTEM
PLF
PLF
r 6.47
PSF
EXTERIOR AND INTERIOR WALLS WITH HEADERS AND MISC. BEAMS
PSF
EXTERIOR AND INTERIOR CONCRETE FOUNDATION WALL AND FOOTINGS
WITH INTERIOR CONCRETE PADS AND OR FOOTINGS
Z
LATERAL RESISTING SYSTEM
_
EXTERIOR AND INTERIOR SHEAR WALLS
ROOF TRUSSES OR 2x RAFTERS
'~ Z
111
MAXIMUM STRUCTURE HEIGHT FRONT ELEV.
27,10 FT
2
LEFT SIDE ELEV.
27.10 FT
RIGHT SIDE ELEV.
27.10 FT
U
00
BACK ELEV.
27.10 FT
CO
ONY WALLS NO PONY WALLS ASSUMED
27.10
FRONT ELEV.
0.00 FT
W =
LEFT SIDE ELEV,
0.00 FT
J F-
RIGHT SIDE ELEV.
0.00 FT
CO LL
BACK ELEV.
0.00 FT
liJ O
UPPER FLOOR EXT. AND INTER. WALLS PLATE HIGH
8.10 FT
g
MAIN FLOOR EXT. AND INTER. WALLS PLATE HIGH
9.00 FT
AVERAGE HEIGHT OF STRUCTURE
27.10 FT
u '
MEAN ROOF HT
26.00 FT
= CJ
TOTAL HT TO TOP PLATE UPPER FLOOR
18.10 FT
W
TOTAL HT TO TOP PLATE MAIN FLOOR
9.50 FT
Z H
MAX ROOF PROJECTION
9.00 FT
Z 0
MEAN ROOF PROJECTION
4,00 FT
Ll1
ROOF DEAD LOAD Shakes,Plywood.Rafters
8.00 SF
? 5
R DEAD LOAD Clg JOISLGW8 CIg,Miso
7.00 SF
0
TOTAL ROOF LOAD
15.00 SF
U co
ROOF SLOPE r -_ 6 12
ROOF ADJ FOR SLOPE
15.94 SF
U.I -
W
ROOF SNOW LOAD ( INCLUDED @ SEISMIC CALCS)
0.00 SF
=
TOTAL ROOF DL ( ROOF ADJ FOR SLOPE)
15.94 SF
H V
FLOOR DEAD LOAD
15.00 SF
LL 0
EXTERIOR WALL DEAD LOAD
12.00 SF
Z
INTERIOR WALL DEAD LOAD
10.00 SF
U CO)
H
ROOF AREA WITH OVERHANG 1288.0 SF
0
MAIN FLOOR AREA WITH LOW ROOF 1198.0 SF
Z
GARAGE Included above 0.0 SF
"
SEISMIC FORCE TRIB TO ROOF PLATE
SEISMIC FORCE TRIB TO FLOOR PLATE
SEISMIC INERTIA TO ROOF PLATE
SEISMIC INERTIA TO FLOOR PLATE
SEISMIC INERTIA TO ROOF DIAPH.
SEISMIC INERTIA TO FLOOR DIAPH.
Maxim Roof Projection = 27' -0"
WIND LOAD TO ROOF PLATE End Zone
WIND LOAD TO FLOOR PLATE End Zone
.Maxim Roof Projection = 27' -0"
WIND LOAD TO ROOF PLATE Interior Zone
WIND LOAD TO FLOOR PLATE Interlor Zone
Maxim Roof Projection = 28' -0"
WIND LOAD TO ROOF PLATE End Zone
WIND LOAD TO FLOOR PLATE End Zone
Maxim Roof Projection = 28' -0"
WIND LOAD TO ROOF PLATE Interior Zone
WIND LOAD TO FLOOR PLATE Interior Zone
8.33
KIPS
5.09
KIPS
130.50
98.80
PLF
PLF
6.47
PSF
4.25
PSF
100.50
98.80
PLF
PLF
r 6.47
PSF
7.83
PSF
130.50
136.80
PLF
PLF
130.50
98.80
PLF
PLF
100.50
136.80
PLF
PLF
100.50
98.80
PLF
PLF
a
LATERAL DESIGN
WIND DESIGN EXPOSURE : "B" MWFRS wind force loading diagram IBC flg.1609.6.2.1
WIND SPEED: per fig 1609 V( 3s) = 85 3-second gust wind speed ( mph) = Use Vfm = 85 mph
Use IBC 2003 1609.6 Simplified wind load method
Ps = I •Iw • Ps30
Where I = 1.0 exp B - Adj.Factor for height and exposure Table 1609.6.2.1.(4)
Iw= 1.0 Importance factor from section 1609.5 - building category 11
ps30 = Simplified design wind presure for exp B at h =30ft from table 1609.6.2.1.(1)
IRr 7nn'{ TnhlP 1R R') i 111
Roof rise
Tabulated Pressure
End Zone
Case 1 Case 2
Height =
27.10 Ft
10.84 " =h•0.4"
ZONES
i Horiz. width =
28.00 Ft
2.80 " =w•0.1"
Horizontal
Pressures
46.00 Ft
4.60 " =L•0.1"
Vertical Pressures
Roof slope =
Overhangs
In 12 "
Load case
A
11.50
B
-5.90
C
7.60
D
•3.50
E
•13.80
F
-7.80
G
-9.60
H
-6.10
Eon
-19.30
Goh
-15.10
22.60 Ft
Main Roof Projection =
Flat
1
2
1
12.90
•5.40
8.60
-3.10
•13.80
-8.40
-9.60
-6.50
•19.30
A 6.10
3
1
14.40
-4.80
9.60
•2.70
-13.80
•9.00
-9.60
-6.90
-19.30
-15.10
4
1
15.90
-4.20
10.60
-2.30
•13.80
•9.60
•9.60
-7.30
-19.30
•15.10
6
1
14.40
2.30
10.40
2.40
•6.40
-8.70
-4.60
-7.00
•11.90
•10.10
2
2.40
-4.70
•0.70
-3.00
7 To 12
1
12.90
8.80
10.20
7.00
1
1.00
7.80
0.30
-6.70
-4.50
5.20
2
12.90
8.80
10.20
7.00
5.00
-3.90
4.30
-2.80
-4.50
-5.20
Building Geometry
Tabulated Pressure
End Zone
Case 1 Case 2
Height =
27.10 Ft
10.84 " =h•0.4"
Min.Horiz 28.00
i Horiz. width =
28.00 Ft
2.80 " =w•0.1"
4 %= 1.12
Horiz.Length =
46.00 Ft
4.60 " =L•0.1"
Min 3' -0" 3.00
Roof slope =
6 :12
2.80 "= Min End Zone" Design End Zone = 5.60 Ft
Main floor Plate Ht =
9.0 Ft
Max Structure Ht
27.10 Ft
i Upper floor Plate Ht =
8.1 Ft
Max Walls Ht
18.10 Ft
Rims depth =
1.0 Ft
Roof Mean Ht
22.60 Ft
Main Roof Projection =
9.0 Ft
0.00
0.00
Zone
Tabulated Pressure
Horiz.Component
Case 1 Case 2
Case 1 Case 2
Note: Hor. Force Comp. Acting In minus X direction ...consider to be "0"
A
14.40
14.40
B
2.30
2.30
Pwall P roof
C
10.40
10.40
P roof
Ht =30'
i D
2.40
2.40
Ht =40'
14.40 11.70
1
E
•6.40
•2.40
0.00
0.00
y F
•8.70
-4.70
17.40
9.40
G
•4.60
-0.70
0.00
0.00
H
f
•7.00
•3.00
14.00
6.00
case 1
Ht =40'
14.40 19.70
20.69
21.47
! End Zone - Horiz Pressure
17.88
Interior Zone - Horiz. Pressure
! Pwall
P roof
P roof
P roof
Pwall P roof P roof P roof
Ht =30'
Ht =35'
Ht =40'
Ht =30' Ht =35' Ht =40'
! 14.40
19.70
20.69
21.47
10.40 16.40 17.22 17.88
y case 2
End Zone - Horiz Pressure
Interior Zone - Horiz. Pressure
Pwall P roof
P roof
P roof
Pwall P roof P roof
P roof
Ht =30'
Ht =35'
Ht =40'
Hl =30' Hl =35'
Ht =40'
14.40 11.70
1
12.29
12.75
10.40 8.40 8.82
9.16
GOVERNING CASE
USE FOR
DESIGN
End Zone - Horiz Pressure (PSF
Interior Zone - Horiz. Pressure
PSF
Pwall P roof
P roof
P roof
Pwall P roof P roof
P roof
Ht =30'
Ht =35'
Ht =40'
Ht =30' Ht =35'
Ht =40'
14.40 19.70
20.69
21.47
10.40 16.40 17.22
17.88
S
2
Z
;= Z
a , W
W �
J
UO
CO 0.
CO W
J =
F-
N LL
W O
9 J
LL Q
Co_ d
= W
Z O
W LU
�p
U
O�
0 1--
= U
LL 0
W
_UN
O
Z
1
i
)
For Structures meeting design criteria as specified
by IBC 2003.1609.6
!
use horizontal pressures for MWFRS
}
i
P Ps = I •IW • P530 IBC 2003 - EO 16.34
Maxim Roof Projection = 27' -0" End zones
MAX PROJECTED HT OF THE STRUCTURE
27 FT
Min Pressure per sec 1609.6.2.1.1.
MEAN ROOF HT
27 FT
(Zones E,F,G and H - Pres. = 0)
I
MAX PROJECTED HT OF THE ROOF
9.00 FT
Use P = 10 psf
TRIB, HT TO ROOF PLATE
h1 0 FT
@
2.42 PSF
0.00 PLF
0 PLF
h2 9 FT
@
2.30 PSF =
20.70 PLF
90 PLF
h3 4.05 FT
@
14.40 PSF =
58.32 PLF
40.5 PLF
h4 0 FT
@
14.40 PSF =
0.00 PLF
0 PLF
TOTAL UNIFORM LOAD TO ROOF PLATE
79.02 PLF
130.50 PLF
Governing Wind Pressure
130.50 PLF
TRIB. HT TO FLOOR PLATE
h1 0 FT
@
14.40 PSF
0.00 PLF
0 PLF
h2 5 FT
@
_
14.40 PSF
72.00 PLF
So PLF
�.
h3 4.5 FT
@
_
14.40 PSF
64.80 PLF
45 PLF
h4 0 FT
@
14.40 PSF _
0.00 PLF
0 PLF
TOTAL UNIFORM LOAD TO FLOOR PLATE
136.80 PLF
95.00 PLF
Governing Wind Pressure
136.80 PLF
TRIB. HT TO LOWER PLATE
i h1 0 FT
@
14.40 PSF =
0.00 PLF
0 PLF
1 h2 0 FT
@
14.40 PSF =
0.00 PLF
0 PLF
j TOTAL UNIFORM LOAD TO FLOOR PLATE
0.00 PLF
0.00 PLF
Governing Wind Pressure
0.00 PLF
f Maxim Roof Projection = 27' - 0" Interior zones
1 { MAX PROJECTED HT OF THE STRUCTURE
27 FT
Min Pressure per sec 1609.6.2.1.1.
MEAN ROOF HT
27 FT
(Zones E,F,G and H - Pres, = 0)
i MAX PROJECTED HT OF THE ROOF
9.00 FT
Use P = 10 psf
i TRIB. HT TO ROOF PLATE
hi 0 FT
@
2.52 PSF =
0.00 PLF
0 PLF
h2 9 FT
@
2.40 PSF =
21.60 PLF
90 PLF
h3 4.05 FT
@
10.40 PSF =
42.12 PLF
40.5 PLF
j h4 0 FT
@
10.40 PSF =
0.00 PLF
0 PLF
TOTAL UNIFORM LOAD TO ROOF PLATE
63.72 PLF
130.50 PLF
Governing Wind Pressure
130.50 PLF
TRIB. HT TO FLOOR PLATE
h1 0 FT
@
10.40 PSF
0.00 PLF
0 PLF
j . h2 5 Fr
@
10.40 PSF =
52.00 PLF
50 PLF
hg 4,5 Fr
@
10.40 PSF =
46.80 PLF
45 PLF
h4 0 FT
@
10.40 PSF =
0.00 PLF
0 PLF
TOTAL UNIFORM LOAD TO FLOOR PLATE
98.80 PLF
95.00 PLF
Governing Wind Pressure
98.80 PLF
TRIB. HT TO LOWER PLATE
" h1 0 FT
@
10.40 PSF
0.00 PLF
0 PLF
{ . h2 o FT
@
10.40 PSF =
0.00 PLF
o PLF
TOTAL UNIFORM LOAD TO FLOOR PLATE
0.00 PLF
0.00 PLF
Governing Wind Pressure
0.00 PLF
5
!,..:. .- 1.. �..3.. •1+., ...i4KlS.u..a:..s.�. Al+�w..witi.i daa. f..w..+�- :..nvYw.�...�.s�w.w.:. �..ou... -...
Z
�~ W
Q � Q
JU
00
C/) 0
LU ="
J �
N IL
W O
LL Q
to
= a
�W
Z
f"
Z O.
W
W
U
O N
0 H.
=U
H �
LL
- 0
Lll Z
to
Z..
is
Maxim Roof Projection = 28'•0" End zones
MAX PROJECTED HT OF THE STRUCTURE
28 FT
Min Pressure per sec 1609.6.2.1.1.
MEAN ROOF HT
25 FT
(Zones E,F,G and H - Pres. = 0)
MAX PROJECTED HT OF THE ROOF
6.00 FT
Use P = 10 psf
TRIB. HT TO ROOF PLATE
h1 0 FT
@
2.30 PSF =
0.00 PLF
0 PLF
h2 6 FT
@
2.30 PSF =
13.80 PLF
60 PLF
h3 4.05 FT
@
14.40 PSF =
58.32 PLF
40.5 PLF
h4 0 FT
@
14.40 PSF =
0.00 PLF
0 PLF
TOTAL UNIFORM LOAD TO ROOF PLATE
72.12 PLF
100.50 PLF
Governing Wind Pressure
100.50 PLF
TRIB. HT TO FLOOR PLATE
ht 0 FT
@
14.40 PSF =
0.00 PLF
0 PLF
h2 5 FT
@
14.40 PSF =
72.00 PLF
50 PLF
h3 4.5 FT
@
14.40 PSF =
64.80 PLF
45 PLF
h4 0 FT
@
14.40 PSF =
0.00 PLF
0 PLF
TOTAL UNIFORM LOAD TO FLOOR PLATE
136.80 PLF
95.00 PLF
Governing Wind Pressure
136.80 PLF
TRIB. HT TO LOWER PLATE
ht 0 FT
@
14.40 PSF =
0.00 PLF
0 PLF
h2 0 FT
@
14.40 PSF =
0.00 PLF
0 PLF
TOTAL UNIFORM LOAD TO FLOOR PLATE
0.00 PLF
0.00 PLF
Governing Wind Pressure
0.00 PLF
Maxim Roof Projection = 28' -0" Interior zones
I
i
MAX PROJECTED HT OF THE STRUCTURE
28 FT
Min Pressure per sec 1609.6.2.1.1.
MEAN ROOF HT
25 FT
(Zones E,F,G and H - Pres. = 0)
MAX PROJECTED HT OF THE ROOF
6.00 FT
Use P = 10 psf
i TRIB. HT TO ROOF PLATE
! h1 0 FT
@
2.40 PSF =
0.00 PLF
0 PLF
h2 6 FT
@
2.40 PSF =
14.40 PLF
60 PLF
f. h3 4.05 FT
@
10.40 PSF =
42.12 PLF
40.5 PLF
h4 0 FT
@
10.40 PSF =
0.00 PLF
0 PLF
TOTAL UNIFORM LOAD TO ROOF PLATE
56.52 PLF
100.50 PLF
Governing Wind Pressure
100.50 PLF
TRIB. HT TO FLOOR PLATE
hi 0 FT
@
10.40 PSF =
0.00 PLF
0 PLF
{ h2 5 FT
@
10.40 PSF =
52.00 PLF
50 PLF
h3 4.5 FT
@
10.40 PSF
46.80 PLF
45 PLF
i h4 0 FT
@
10.40 PSF =
0.00 PLF
0 PLF
? TOTAL UNIFORM LOAD TO FLOOR PLATE
98.80 PLF
95.00 PLF
Governing Wind Pressure
98.60 PLF
TRIB. HT TO LOWER PLATE
h1 0 FT
@
10.40 PSF =
0.00 PLF
0 PLF
h2 0 FT
@
10.40 PSF =
0.00 PLF
0 PLF
TOTAL UNIFORM LOAD TO FLOOR PLATE
0.00 PLF
0.00 PLF
r.
Goveming Wind Pressure
0.00 PLF
i.
i
i
b
Z
�~ W
UO.
cl)
J I=-'
LL
W O
LL.
cl) CY
= W
Z�
F- O
Z i-
25
U
O N'
0 I--
WW
H H
Z
W
U=
O
Z
i
i
S E I S M I C
w Building Category
II
Seismic Imp Fact
1
i
I
i
Seismic category
i
R - factor
6.5
Sd ( work sheet)
1.003
Overstrenght Fac.
3
Soil class
D
I Seismic Use Group
D
Seismic Coeff.
0.1542
1
)
WHERE Wt = W(ROOF)
+ W(FLOOR)
SEISMIC LOADS
P S F
ROOF (SNOW)
15.94
( WHERE APPLICABLE)
FLOOR
15.00
EXT. WALL
12.00
INT. WALL
i
10.00
1) LOAD TRIBUTARY TO ROOF PLATE
I
LOAD
WIDTH
LENGTH
LOAD [ KIPS ]
i ROOF
15.94
28.00
46.00
20,54
ROOF
15.94
0.00
0.00
0.00
ROOF
15.94
0.00
0.00
0.00
ROOF
15.94
0.00
0.00
0.00
ROOF
15.94
0.00
0.00
0.00
ROOF OVERH
15.94
160.00
1.50
3.83
EXT.WALL
12.00
4.05
148.00
7.19
EXT.WALL
12.00
4.05
0.00
0.00
EXT.WALL
12.00
4.05
0.00
0.00
EXT.WALL
12.00
4.05
0.00
0.00
i INT.WALL
10.00
4.05
214.00
8.67
TOTAL ROOF PLATE
40.22
! 2) LOAD TRIBUTARY TO FLOOR PLATE
{
LOAD
WIDTH
LENGTH
LOAD [ KIPS ]
LOW ROOF
15.94
10.00
5.00
0.80
LOW ROOF
15.94
0.00
0.00
0.00
LOW ROOF
15.94
0.00
0.00
0.00
LOW ROOF
15.94
0.00
0.00
0.00
FLOOR
15.00
28.00
46.00
19.32
FLOOR
15.00
•20.00
7.00
-2.10
FLOOR
15.00
0.00
0.00
0.00
FLOOR
15.00
0.00
0.00
0.00
EXT.WALL
12.00
9,00
148.00
15.98
EXT.WALL
12.00
4.00
0.00
0.00
EXT.WALL
12.00
6.50
0.00
0.00
INT.VVALL
10.00
4.00
214.00
8,56
INTMALL
10.00
4.50
94.00
4.23
TOTAL FLOOR PLATE
46.79
i
i
I
i
3
Z
Z
JU
0 0
NO
CO W=
J F..
NW
W O
LL Q'
N
2 CY
�W
Z
F'
F- O
W ~
W
U�
O -
D 1-
W W
�0
li. O
LLI Z
U=
O H
Z
3) BASE SHEAR Vb = BASE SHEAR COEFFICIENT - W(ROOF)' W(FLOOR)
Vb= 0.154 40.22 46.79
Vb= 13.42 KIPS
PLATE-HT WI HT' Wi Story Force Story Force Diaphragm Force Diaphragm
[ Ft j [ KIPS) ( K -FT ) Fx Coefficient. ( KIPS j Fpx Coef.
18.10 40.22 728.03 8.33 0.21 8.33 0.21
9.50 46.79 444.52 5.09 011 7.22 0.20
87.01 1172.55 13.42 15.55
5) ROOF DIAPHRAGM SHEAR = Fpx ( using Story Coef. )
4) STORY SHEAR = Fx
Fx = Governing 8.33 6.47
6) FLOOR DIAPHRAGM SHEAR = Fpx ( using Story Coef. )
8.33
Sd I W x
Force Kips I area
Em Inertia PSF
Min Design
0.2 Sd'I'Wpx
1.00 1.00 40.2
8.07
6.26
Fpx
Fx coef.'Wpx
40.2
8.33
6.47
Max Design
0.4 Sd'I'W x
1.00 1.00 40.2
16.14
12.53
Fx = Governing 8.33 6.47
6) FLOOR DIAPHRAGM SHEAR = Fpx ( using Story Coef. )
EQUIVALENT SEISMIC UNIFORM LOAD TO HORIZONTAL DIAPHRAGMS
SEISMIC FORCE -ROOF LEVEL
8.33
Sd I W x
Force Kips I area
Em Inertia PSF
Design
0.2 Sd'I'Wpx
1.00 1.00 46.8
9.39
7.83
F
Fx coef.'Wpx
46.8
9.39
7.83
x Desi g n
0.4 Sd'I'1N x
1.00 1.00 46.8
18,77
15.67
EQUIVALENT SEISMIC UNIFORM LOAD TO HORIZONTAL DIAPHRAGMS
SEISMIC FORCE -ROOF LEVEL
8.33
SEISMIC FORCE- FLOOR LEVEL
WIDTH OF STRC.@ ROOF PLATE N- S
WIDTH OF STRC.@ ROOF PLATE W- E
9.39
j WIDTH OF STRC.@ FLOOR PLATE N- S
WIDTH OF STRC,@ FLOOR PLATE W- E
{
UNIFORM LOAD ROOF PLATE N -S
Wn-s
UNIFORM LOAD ROOF PLATE W -E
We-v
{ UNIFORM LOAD FLOOR PLATE N -S
Wn -s
UNIFORM LOAD FLOOR PLATE W -E
We-v
WIND GOVERNS YES / NO
ROO
FLO(
SEISMIC GOVERNS YES/ NO
ROO
j
FLOi
ROOF UNIFORM LOAD
RATIO SEISMIC TO WIND N -S
50.00
i RATIO SEISMIC TO WIND W -E
i
BASE SEISMIC LOAD N -S
BASE WIND LOAD N -S
SEISM
BASE SEISMIC LOAD W -E
BASE WIND LOAD W -E
WIND
j BASE UNIFORM LOAD
166.6
RATIO SEISMIC TO WIND N -S
116.6
RATIO SEISMIC TO WIND W -E
130.50
Fx =Governing 9.39 7.83
II
,
Z
a , W
3
0
CO
J =
H
CO W
WO
J
LL
C
= W
I- 3:
I--
HO
Z H
W
UC)
O
L
W
- 0
W Z.
U=
O�
Z
8.33
KIPS
9.39
KIPS
50.00
FT
50.00
FT
50.00
FT
50.00
.FT
SEISM
FAC.E'0.7
WIND
166.6
116.6
130.50
166.6
116.6
130.50
187,7
131.4
136.80
187.7
131.4
136.80
130.5
PLF
136.8
PLF
116.6
PLF
MAX
131.4
PLF
MAX
0.89
Max Wn -s
130.5
PLF
0.89
Max Ww -e
130.5
PLF
248,0
Max Wn -s
267.3
PLF
267.3
248.0
Max Ww -e
267.3
PLF
267.3
° 0.93
0,93
II
,
Z
a , W
3
0
CO
J =
H
CO W
WO
J
LL
C
= W
I- 3:
I--
HO
Z H
W
UC)
O
L
W
- 0
W Z.
U=
O�
Z
{
i
i
1
r
r
i
f
t.
i
I
i.
i
1
i
1
t
r
Uniform Loads to Roof pla te
N- S
Trib. L Seis. Inertia Seismic load
PLF
Wind Load
46 6.47 w1 =
298
101.00
Uniform Loads to Roof plate
W - E
Trib. L Seis. Inertia Seismic load
PLF
Wind Load
28 6.47 w1 =
181
130.50
Uniform Loads to Floor plate
N- S
SHEAR WALL
Trib. L Seis. Inertia Seismic load
PLF
Wind Load
45 4.25 w1
e
191
136.80
Uniform Loads to Floor Dia h.
N- S
DIAPH.
Trib. L Seis. Inertia Seismic load
PLF
45 7.83 w1 =
28 7.83 w2 =
353
219
Uniform Loads to Floor plate W -E
SHEAR WALL
Trib. L Seis. Inertia Seismic load
PLF
Wind Load
28 4.25 w1 =
119
136.80
Uniform Loads to Floor Dia h.
W -E
DIAPH.
Trib. L Seis. Inertia Seismic load
PLF
28 7.83 w1 =
20 7.83 w2 =
219
157
e
/n
b
0
Z
Z
�W
2
M
UO
Cl) ❑
W W
CO LL.
W O
J
LL d
N =
W
Z
E- O
Z I—
U
❑ F-
W w
�U
LL' O
W Z
U__
P �
Z
3�3 ( I3I-V
Ppo J-61- 5s°
4* I 0 2644 920
21
E
4-q-6a
q 2-1
F
C
��ml/
I&I�-;,
NOTICE: IF THE DOCUMENT IN THIS FRAME OF THE DOCUMENT. N
THIS NOTICE IT IS DUE TO THE QUALITY
7
z
lz
w
�
J U
UO
ND
W=
I F-
CO LL
w
La
U D
=
�w
Z =
F-
F- O
z F-
5
U�
ON
D F-
w
F-
u' O
.. z
w
U=
O
z
NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARHAN
THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT.
SEISMIC
NORTH
SOUTH DIREC
DIST - CUCL ROOF
FORCE TOT L
DIST -CULL
FLOOR
FROM TO CL
0
FROM TO
CL
CLA
4618.0
46
4977.0 28
I 28 CLC
4618.0
46
0
0 CLA
6530.0
46
20
20 CLB
2674.0
20
EAST
8 CLC
5382.0
20
WIND
NORTH
SOUTH DIRECTION
DIST -CUCL ROOF FORCE DIST -CUCL FLOOR FORCE
FROM TO CL FROM TO CL
CLA
1615.0
46
FLOOR
FORCE
28 CLC
1615.0
46 4 '
0
0 CLA
2985.0
46
0
4977.0 28
20 CLB
1920.0
20
0
7831.0 20
j 8 CLC
2170.0
20
0
SEISMIC
WEST
EAST
DIRECTION
DIST - CUCL ROOF
FORCE
DIST - CUCL
FLOOR
FORCE
FROM -TO CL
FROM TO
CL
0 CL1
1720.0
28 0
CL1
4977.0 28
16 CL2
2896.0
28 24
CL3
7831.0 20
16 CL4
2368.0
28 22
CL5 /CL6
4154.0 20
DIST - CUCL ROOF
FORCE
DIST -CUCL
FLOOR
FORCE
FROM TO CL
FROM TO
CL
CL1
1250.0
28 s
CL1
4977.0 28
16 CL2
2100.0
28 24
CL3
3608.0 20
i 18 CL4
1970.0
28 22
CL5 /CL6
4154.0 20
FORCE TOT
/g
�r�
Z
�Z
W
l � 2
JU
00
U
co =
J �- ,
cl u—
W�
9 -1
LL Q
U D
2
z !—
�
Z 1—
w UJ
�p
O
0 F—
W w
�U
u. O
ui z
U=
O
Z
N - S DIRECTION SEISMIC
ROOF ROOF FLOOR FLOOR FLOOR
CLA CLC CLA CLB CLC
MAX TOT.SHEAR
Vmax
4618
4618
6530
2674
5382
WALL GEOMETR
hmax
8.1
8.1
8.1
8.1
8.1
RM
L
33.0
37.0
38.0
19.0
25.0
WALL LOADING
DL WALL
12.0
12.0
12.0
12.0
12.0
DL FLR
15.0
15.0
15.0
15.0
15.0
DL ROOF
15.9
15.9
15.9
15.9
15.9
T.W.FLR
0.0
0.0
1.0
1.0
1.0
T.W.ROOF
6.0
6.0
0.0
0.0
0.0
WALLS LENGTH
L1
16.0
20.0
38.0
19.0
16.0
L2
17.0
17.0
0.0
0.0
9.0
L3
0.0
0.0
0.0
0.0
0.0
L4
0.0
0.0
0.0
0.0
0.0
L5
0.0
0.0
0.0
0.0
0.0
L6
0.0
0.0
0.0
0.0
0.0
OVERTURNING
TOT L
33.0
37.0
38.0
19.0
25.0
L MIN
16.0
17.0
38.0
19.0
9.0
O.T.M.
12954.4
12276.0 +
37780.7
15471.0
11209.9
R.M. WDL
12441.6
14045.4
70178.4
17544.6
3936.6
R.M. ROL
12245.2
13623.7
0.0
0.0
0.0
R.M. FDL
0.0
0.0
10830.0
2707.5
607.5
D.O.T.M.
- 9263.7
- 12806.1
- 35126.8
- 2755.9
7120.2
C=T
-579.0
-753.3
-924.4
-145.0
791.1
HOLDOWN FORC T MAX -579 •753 -924 •145 791
U S E - HOLDOWN Holdown Type �✓ �� Ow �vfl (`�
SHEAR v not fact'd 139.9 124.8 171.8 140.7 215.3
SHEAR (E/1.4) v max 100.0 89.2 122.7 100.5 153.8
REDUND.FACTOF 1.001 100 0 123 1.03 154
SHEAR WALL TYPE (P 1 -61 P1 -6) P1 P1.6
NOT
Vmax -
MAX SHEAR FORCE TO THE C.L. OF THE WALLS
hmax -
WALL PLATE HEIGHT.
L -
TOTAL WALL LENGTH (1.1 ..... 1.6)
WALL LOAD-
TOTAL DL AND /OR LL TRIBUTARY TO THE WALL
lmin -
WALL UNDER CONSIDERATION
OTM -
Lmin'hmax'((Vmaxi.4)'1 1L)
RM
((0.5'(Lmin^2)'hmax'DLWALL))
DOTM
OTM- ((RMDL +RMROL +RMFDL)'(0.9))
C =T
DOTM /Lmin
HOLDOWN FORCE (C =T)
UNIT SHEAR
Vmax/TOT L
WORKING STRESS VALUE SHEAR WALL = Vmax/1.4 'TOTAL L
_ s
Z
iF- W
JU
UO
to 0
J =
F-
N LL
W O.
Q
U
I.-W
Z
1-
F- O
Z F-
LU
W
UC3
O�
01--
Lij III
H�
LLI Z
U CO.
H �
O
Z
N - S DIRECTION WIND
ROOF ROOF
CLA CLC
DOR FLOOR FLOOR
CLA CLB CLC
MAX TOT.SHEAR
Vmax
1615.0
1615.0
2985.0
1920.0
2170.0
WALL GEOMETR
hmax
8.1
8.1
8.1
8.1
8.1
L
33.0
37.0
38.0
19.0
25.0
WALL LOADING
OL WALL
12.0
12.0
12.0
12.0
12.0
OL FLR
15.0
15.0
15.0
15.0
15.0
P1 -6
DL ROOF
15.9
15.9
15.9
15.9
15.9
T.W.FLR
0.0
0.0
1.0
1.0
1.0
T.W.ROOF
6.0
6.0
0.0
0.0
0.0
L1
16.0
20.0
38.0
19.0
16.0
WALLS LENGTH
L2
17.0
17.0
0.0
0.0
9.0
L3
0.0
0.0
0.0
0.0
0.0
L4
0.0
0.0
0.0
0.0
0.0
HOLDOWN FORCE (C =T)
L5
0.0
0.0
0.0
0.0
0.0
L6
0.0
0.0
0.0
0.0
0.0
OVERTURNING
TOT L
33.0
37.0
38.0
19.0
25.0
L MIN
16.0
17.0
38.0
19.0
9.0
O.T.M.
6342.5
6010.4
24178.5
15552.0
6327.7
R.M. WDL
12441.6
14045.4
70178.4
17544.6
3936.6
R.M. ROL
12245.2
13823.7
0.0
0.0
0.0
R.M. FDL
0.0
0.0
10830.0
2707.5
607.5
D.O.T.M.
- 10197.6
- 12661.9
- 30097.1
1983.1
3283.2
C=T
-637.4
-744.8
-792.0
104.4
364.8
HOLDOWN FORC DESIGN T -637
-745
-792
104
365
USE - HOEDOWN TYPE
{ SHEAR v max 49
i
44
79
101
87
i SHEAR WALL TYPE P1 -6
i
P1 -6
P1.6
P1 -6
P1 -6
i
j w! Wind 40% Incr. P1 -6
I
P1.6
P1 -6
P1 -6
P1 -6
! NOTES:
Vmax - MAX SHEAR FORCE TO THE C.L. OF THE WALLS
i hmax - WALL PLATE HEIGHT
1 L - TOTAL WALL LENGTH (Li ..... L6)
'r WALL LOAD- TOTAL DL AND /OR LL TRIBUTARY TO THE WALL
I Lmin - WALL UNDER CONSIDERATION
OTM - Lmin'hmax'((Vma)'1 /L)
RM - ((0.5'(Lmin^2)'hmax'DLWALL))
j DOTM OTM- ((RMDL +RMRDL +RMFOL)'(0.67))
C =T DOTM/Lmin
HOLDOWN FORCE (C =T)
I UNIT SHEAR Vmax/TOT L
s
Z
i= Z
W
JU
UO
in o
cl) Ill
J =
co) LL.
W O.
9 :
LL. Q
G7 n
2
F. W
Z
F-
F- O
Z F-
W
W
U
L7
� F-
W
U
�- O
LLI Z
U=
O
Z
1 1.00
e�
,.
Z
iH W .
W�
UO
U O.
J =
H
Co LL.
WO
LL
CO) d
F=-- W
Z �
O
Z
W 5
UO
C:
W LLi
ll. O
tll Z :
CO
O H
Z
s
I�
ly3
W- E DIRECTION SEISMIC
ROOF ROOF ROOF ROOF
CL1 CL2 CL4 CL5
MAX TOT.SHEAR
Vmax
1720.0
2896.0
2368.0
1192.0
WALL GEOMETR
hmax
8.1
8.1
8.1
8.1
OTM
L
15.0
8.0
12.0
10.0
WALL LOADING
DL WALL
12.0
12.0
12.0
12.0
VALUE SHEAR WALL = Vmax/1.4 'TOTAL L
DL FLR
15.0
15.0
15.0
15.0
DL ROOF
15.9
15.9
15.9
15.9
T.W. FLR
0.0
0.0
0.0
0.0
T.W. ROOF
1.0
1.0
1.0
1.0
WALLS LENGTH
Ll
9.0
8.0
7.0
2.5
L2
6.0
0.0
5.0
5.0
L3
0.0
0.0
0.0
2.5
L4
0.0
0.0
0.0
0.0
L5
0.0
0.0
0.0
0.0
L6
0.0
0.0
0.0
0.0
OVERTURNING
TOT L
15.0
8.0
12.0
10.0
L MIN
6.0
8.0
5.0
2.5
O.T.M.
3980.6
16755.4
5708.6
1724.1
R.M. WDL
1749.6
3110.4
1215.0
303.8
R.M. RDL
287.0
510.2
199.3
49.8
R.M. FDL
0.0
0.0
0.0
0.0
O.O.T.M.
2147.6
13496.9
4435.7
1405.9
C = T
357.9
1687.1
887.1
562.4
HOLDOWN FORC T MAX
U S E - HOLDOWN TYPE
SHEAR v not.fadd
SHEAR (E/1.4) v max
REDUND.FACTOF 1.08
SHEAR WALL TYPE
358
1687
887
562
hmax -
WALL PLATE HEIGHT
L -
TOTAL WALL LENGTH (L1 ..... L6)
`7 `b
Cr`'
CS`
M
� ��
OTM
Lmin ' hmax'((Vmaxl.4)'1 /L)
RM -
0'1
114.7
362.0
197.3
119.2
81.9
256.6
141.0
85.1
P1 -6 P1 -6
NOTES:
Vmax -
MAX SHEAR FORCE TO THE C.L. OF THE WALLS
hmax -
WALL PLATE HEIGHT
L -
TOTAL WALL LENGTH (L1 ..... L6)
WALL LOAD-
TOTAL DL AND /OR LL TRIBUTARY TO THE WALL
Lmin -
WALL UNDER CONSIDERATION
OTM
Lmin ' hmax'((Vmaxl.4)'1 /L)
RM -
((0.5'(LminA2)•hmax "DLWALL))
DOTM
OTM- ((RMDL +RMRDL +RMFOL)'(0.9))
C =T -
DOTM /Lmin
HOLDOWN FORCE (C =T)
UNIT SHEAR
Vmax/TOT L
WORKING STRESS
VALUE SHEAR WALL = Vmax/1.4 'TOTAL L
Z
�Z
'~ W
JU
UO
N 0
J 3:
N
W 0
LL Q
N =
_ 0
F W
Z
F-
F- 0
Z F-
W
W
U a
U N
� F-
WW
H �
LL D
W Z
U=
O F-
Z
s
W - E DIRECTION WIND
ROOF ROOF ROOF ROOF
CL1 CL2 CL4 CLS
MAX TOT.SHEAR
Vmax
1250.0
2100.0
1970.0
1120.0
WALL GEOMETR
hmax
8.1
8.1
8.1
8.1
L
15.0
8.0
12.0
10.0
WALL LOADING
DL WALL
12.0
12.0
12.0
12.0
OPI-4
DL FLR
15.0
15.0
15.0
15.0
P1 -6
OL ROOF
15.9
15.9
15.9
15.9
Vmax
T.W.FLR
0.0
0.0
0.0
0.0
WALL PLATE HEIGHT
T.W.ROOF
1.0
1.0
1.0
1.0
L1
9.0
8.0
7.0
2.5
WALLS LENGTH
L2
6.0
0.0
5.0
5.0
OTM
L3
0.0
0.0
0.0
2.5
((0.5•(Lmin ^2)'hmax'DLWALL))
L4
0.0
0.0
0.0
0.0
L5
0.0
0.0
0.0
0.0
L6
0.0
0.0
0.0
0.0
UNIT SHEAR
Vmax/TOT L
OVERTURNING
TOT L
15.0
8.0
12.0
10.0
L MIN
6.0
8.0
5.0
2.5
O.T.M.
4050.0
17010.0
6648.8
2268.0
R.M. WDL
1749.6
3110.4
1215.0
303.8
R.M. ROL
287.0
510.2
199.3
49.8
R.M. FDL
0.0
0.0
0.0
0.0
D.O.T.M.
2685.5
14584.2
5701.2
2031.1
C = T
1 447.6
1823.0
1140.2
812.4
HOLDOWN FORC DESIGN T 1 448
1823
1140
812
U S E- HOLDOWN
TYPE�C
/
G
SHEAR
v max 83
263
164
112
SHEAR WALL
TYPE P1 -6
OPI-4
�1 -6
P1 -6
w /Wind 40% incr. P1 -6
1 -6
P1 -6
P1 -6
NOTES:
Vmax
MAX SHEAR FORCE TO THE C.L. OF THE
WALLS
hmax
WALL PLATE HEIGHT
L -
TOTAL WALL LENGTH (L1 ..... L6)
WALL LOAD-
TOTAL DL AND /OR LL TRIBUTARY TO THE WALL
Lmin
WALL UNDER CONSIDERATION
OTM
Lmin'hmax'((Vma)'1 /L)
RM
((0.5•(Lmin ^2)'hmax'DLWALL))
DOTM -
OTM- ((RMDL +RMRDL +RMFOL)'(0.67))
C =T
DOTM /Lmin
HOLDOWN FORCE (C =T)
UNIT SHEAR
Vmax/TOT L
i
b
I
I
�
Z
;= Z
a , W
QQ �
JU
UO
U 0
J =
H
cf) LL
W O
9-J!
LL Q
N �
= a
�W
Z
H
H O
Z 1-
2 5
U0
O�
0 H
.W W
F- 5,
-
Z.
U cf)
1- _ .
O F_
Z
W- E DIRECTION SEISMIC
FLOOR FLOOR FLOOR
CL1 CL3 CL5 /CL6
1
i
MAX TOT.SHEAR
Vmax
4977.0 7831.0 4154.0
WALL GEOMETR
hmax
9.0 9.0 5.0
P1-4
L
12.0 8.5 3.5
WALL LOADING
DL WALL
12.0 12.0 12.0
DL FLR
15.0 15.0 15.0
921.3 1186.9
DL ROOF
15.9 15.9 15.9
658.1 847.8
T.W. FLR
8.0 16.0 8.0
1198.00
T.W.ROOF
0.0 0.0 0.0
WALLS LENGTH
L1
6.0 8.5 2.0
847.00
L2
6.0 0.0 1.5
1.08 USE "RHO"
L3
0.0 0.0 0.0
L4
0.0 0.0 0.0
L5
0.0 0.0 0.0
L6
0.0 0.0 0.0
OVERTURNING
TOT L
12.0 8.5 3.5
L MIN
6.0 8.0 1.5
O.T.M.
15997.5 47380.8 6358.2
R.M. WDL
1944.0 3456.0 67.5
R.M. RDL
0.0 0.0 0.0
R.M. FDL
2160.0 7680.0 135.0
D.O.T.M.
12303.9 37358.4 6175.9
C=T
2050.7 4669.8 4117.3
HOLDOWN FORC T MAX 1
320
711 916
2051
4670 4117
SHEAR WALL TYPE
P1-4
U S E - HOLDOWN TYPE
! CHECK REDUNDANCY FACTOR
S
UNIT SHEAR v not.fact'd
414.8
921.3 1186.9
SHEAR (E/1.4) v max
296.3
658.1 847.8
REDUND.FACTOF 1.081
320
711 916
SHEAR WALL TYPE
P1-4
02-4 P2 -3
! CHECK REDUNDANCY FACTOR
WEST EAST DIRECTION
! MAXIMUM ALLOWABLE WALL SHEAR ( Vumax) FOR q <= 1.0
V story
13.42
KIPS
AREA FLOOR
1198.00
SF
Vumax
775.31
PLF
MAX ACTUAL WALL SHEAR
847.00
PLF
"RHO" CALCULAT'D b
i
i
1.08 USE "RHO"
_
1.08
NO
R
Z
= F'
�~ W
t QQ Y
JU
UO
C/) o
to w
W =
H
N LL
WO
LJL
Q
=
�W
Z
I-
1- O
W f-
W
U�
O c.
3 H
WW
LL Z
LLi
U =.
O
Z
i
f
W - E DIRECTION WIND
FLOOR FLOOR FLOOR
CL1 CL3 CL5 /CL6
1
i
MAX TOT.SHEAR Vmax
4977.0
3608.0
4154.0
WALL GEOMETR hmax
9.0
9.0
5.0
L
12.0
8.5
3.5
WALL LOADING DL WALL
12.0
12.0
12.0
DL FLR
15.0
15.0
15.0
DL ROOF
15.9
15.9
15.9
T.W.FLR
8.0
16.0
8.0
T.W.ROOF
0.0
0.0
0.0
WALLS LENGTH L1
6.0
8.5
2.0
L2
6.0
0.0
1.5
L3
0.0
0.0
0.0
L4
0.0
0.0
0.0
L5
0.0
0.0
0.0
L6
0.0
0.0
0.0
OVERTURNING TOT L
12.0
8.5
3.5
L MIN
6.0
8.0
1.5
O.T.M.
22396.5
30561.9
8901.4
R.M. WDL
1944.0
3456.0
67.5
R.M. RDL
0.0
- 0.0
0.0
R.M. FDL
2160.0
7680.0
135.0
D.O.T.M.
19646.8
23100.8
8765.8
C=T
3274.5
2887.6
5843.8
HOLDOWN FORC T MAX
3274.5
2887.6
5843.8
1 USE - HOLDOWN TYPE
UNIT SHEAR v max
1 414.8
424.5
1186.9
SHEAR WALL TYPE
P1 -3
P1 -3
P2 -2
w / 40% incr.
i
I
1
P1.4
P1-4
1 -3
n
s
2/
Z
i= Z
�W
Q �
J U .
UO
C/) 0
J 1=-
co u
W O
La
d
= W
H =
ZF
F- O
Z I-
W
W
U�
ON
� F-
W W
o
H �
- O
Z
W
UN
H �
Z
APPROXIMATE UNIT SHEARS FOR THE ROOF AND FLOOR DIAPHRAGMS
SEISMIC NORTH SOUTH
ROOF
FORCE
WALL L
WALL L
UNIT SHEAR
DIAPH
UNIT SHEAR
DIAPH
CL DIST
GRIDIGRID
LEFT OF GRID
LEFT OF GRID
LEFT OF GRID
RIGHT OF GRID
RIGHT OF GRID
CLA
CLA
1616.0
4618.0
46.0
TYP
T
71.7
TYP
CLC
28.0
4618.0
46.0
71.7
TYP
28.0
CLA
CLA
0.0
8150.0
46.0
1192.0
64.9
126.6
TYP
CLB
20.0
4410.0
20.0
112.5
TYP
45.0
TYP
CLC
8.0
5500.0
20.0
196.4
F1
WINn NnPTH CnIITH
ROOF
FORCE
WALL L
WALL L
UNIT SHEAR
DIAPH
UNIT SHEAR
DIAPH
CL DIST G RIDIGRID
LEFT OF GRID
LEFT OF GRID
RIGHT OF GRID
RIGHT OF GRID
CL1
CLA
28.0
1616.0
46.0
61.4
TYP
35.1
TYP
CLC
28.0
1615.0
46.0
35.1
TYP
2368.0
28.0
CLA
0.0
2985.0
46.0
CL5 14.0
1192.0
64.9
TYP
CLB
20.0
1920.0
20.0
68.6
TYP
27.4
TYP
CLC
8.0
2170.0
20.0
108.5
TYP
CRICMIR WGCT FACT
I
j
i
i
f
i
WIND WEST EAST
ROOF FORCE
WALL L
UNIT SHEAR
DIAPH
UNIT SHEAR
DIAPH
CL DIST GRIDIGRID
LEFT OF GRID
RIGHT OF GRID
CL1
1720.0
28.0
61.4
TYP
CL2 16.0 '
2896.0
28.0
36.9
TYP
36.9
TYP
CL4 16.0
2368.0
28.0
32.2
TYP
28.2
TYP
CL5 14.0
1192.0
20.0
42.6
TYP
ROOF FORCE
WALL L
UNIT SHEAR
DIAPH
UNIT SHEAR
DIAPH
CL DIST GRIDIGRID
LEFT OF GRID
RIGHT OF GRID
CL1
1250.0
28.0
44.6
TYP
CL2 16.0
2100.0
28.0
37.5
TYP
37.5
TYP
CL4 16.0
1970.0
28.0
37.5
TYP
32.8
TYP
CL5 14.0
1120.0
20.0
56.0
TYP
L
I
S
z
�Z
� QQ W
W�
JU
0
U La
J H
co O LL
W
2 C%
W
Z
f- O
z h-
� Q
U
O�
0H
WW
F-
�.
O.
W z
co
O
z
APPROXIMATE UNIT SHEARS FOR THE ROOF AND FLOOR DIAPHRAGMS
SEISMIC NORTH SOUTH
FLOOR FORCE WALL L UNIT SHEAR DIAPH
DIST
CL GRIDIGRID LEFT OF GRID
UNIT SHEAR DIAPH
RIGHT OF GRID
UNIT SHEAR
DIAPH
WIND NORTH SOUTH
FLOOR FORCE WALL L UNIT SHEAR DIAPH
DIST
CL GRIDIGRID LEFT OF GRID
UNIT SHEAR DIAPH
RIGHT OF GRID
UNIT SHEAR
DIAPH
I
i
4 .
FLOOR FORCE
WALL L
UNIT SHEAR
DIAPH
UNIT SHEAR
DIAPH
DIST
CL GRIDIGRID
CL GRIDIGRID
LEFT OF GRID
CL1 4977.0
RIGHT OF GRID
CLi 6921.0
28.0
N.A.
N.A.
247.2
F1
CL3 24.0 10128.0
20.0
188.7
F1
173.0
F1
CL5 /CL6 22.0 4462.0
20.0
159.4
TYP
0.0
TYP
WIND WEST FAST
FLOOR FORCE
WALL L
UNIT SHEAR
DIAPH
UNIT SHEAR DIAPH
DIST
CL GRIDIGRID
LEFT OF GRID
RIGHT OF GRID
CL1 4977.0
28.0
177.8 F1
CL3 24.0 3608.0
20.0
94.1
TYP
86.3 TYP
CL5 /CL6 22.0 4154.0
20.0
207.7
F1
4
Z
Z
1~ W
JU
UO
cl) 13
J =
I--
co) LL
W O
L
_ d
�W
Z �
1--
Z F-
W
�Q
O �.
= W
I-
"—' O
Lll Z
U N
F—
O
Z
{
ROOF DIAPRAGM
15 / 32 "
2X FRAMING - H.F.
TYPE
NAILS DIAPH
SUPPORTED
OTHER PANEL BLOCKING
DESIGN
BOUNDARIES
CONT EDGES
EDGES
V allowable
TYP
10 d 6" ox.
6" o.c.
NO
155 PLF
R1
10 d 6" o.c.
6" o.c.
6" o.c. YES
237 PLF
R2
10 d 4" o.c.
4" o.c.
4" o.c. YES
315 PLF
R3
10 d 25" o.c.
2.5" o.c.
6" o.c. YES
470 PLF
WHERE NAILS SPACED 2.5 " AND LESS FRAMING AT ADJOINING PANEL
EDGES SHALL BE 3X AND SHALL BE STAGGERED,
FLOOR DIAPRAGM
19 / 32 "
2X FRAMING - H.F.
TYPE
NAILS DIAPH
SUPPORTED
OTHER PANEL BLOCKING
DESIGN
BOUNDARIES
CONT EDGES
EDGES
V allowable
TYP
10 d 6" o.c.
6" o.c.
NO
176 PLF
t F1
10 d 6" o.c.
6" o.c.
6" o.c. YES
262 PLF
F2
10 d 4" o.c.
4" o.c.
4" O.C. YES
348 PLF
I F3
10 d 2.5" o.c.
2.5" o.c.
6" o.c. YES
524 PLF
1
1
WHERE NAILS SPACED 2.5
AND LESS FRAMING AT ADJOINING PANEL
I
V .
I
EDGES SHALL BE 3X AND SHALL BE STAGGERED.
„
I
I
1.
I
i
0
b
Z
Z
�W
a�
J U .
00
CO) 0.
CO) III
J
CO) u
0
9 :3
LL
N d
= W
F— _
i— O
W UJ
U0
O
0 I--
W
2
H FF---
�O
Z
ui
U=
OH
Z
I
I
7
k�
NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR
THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT.
CC
Cc-D
-- Z6�
Z
;= Z
�W
JU
UO
ND
J =
I--
N IL
WO
UQ
N
=
�W
Z
H
F- O
Z F-
W
W
U�
CO
� F-
W W
H
O
Z
W
U Cl)
~O f ..
Z
i
2
i
i
i
z
�Z
�w
QQ
JU
UO
Cl)
J �
CO LL
w 0
9-1
LL Q.
N
7 0
F - w
z
F-
Z0
w
w
U
C0_
W
HF-
�' 0
•• Z
W
U=
O~
z
"Ovfk- t s-j -Q;
- ---C 7
Y
9010 ,1t.4tlGM ` 6060 Dd- VLRIT
NDIt m I
3 I /e• H•1 6lB �4r -v4 Df/D1�
Q 56• IGOO ATROVm DIR v etr m
FIJVt�MIM 6 50. IN. CO" AIR
[ s N Orno"L T.V- NIGF! AEOVC
— 0 DINING '
CARP"
I o
LIVING
GARrCT ( —
'P H2• I $
15LAlm . 0.
o D�l
N
KITCHEN t
If)-A24- GItAMI. I n
SrAGL'
_ _ Q � 4
55r , o
PA NTRY 5*WN. , I m
' 1lrr1el6. � �
PER
NDR Y .T.O. 1 t 7
-- — I am
We t AN HCO '
AN . Q. 5as O Hk TIKR m
Q v P2� 1 pr T 4NR nF�I
♦` MR. A5V
STO —
3,-
J Y
4• WW-R M 5LA5. ry
Q 5LOR• 4' TO O.H. DOORS IIp gp
p 5G' NoTe .19 Q iV 1 ,
(--------- - - - - -- - - - - --
A I A
---------- - - - - -- - - --I— — --
D
, GONG. 5LA5
!LCPe AYV.Y
t fOR Fp4m DlD'6
1930 SIO6116+lT9
M.001% GRlG12T, M. 6010 TR'M A5V. 1
163D0 OHAD. PCiRGH 1 m
R. 5 1 /6•x 14 1/2' " 24r -V4
DfyDP pL ,p
STOIi VQaJ! T — ------ YI�.IA. ASw� _ — — — 1 I Z 1 S VQ�� i
50r1•IT 1 INSU-ATG AT GIJRIL°VQl O
nM 4
• TY
A
2UARE FOOTA(SE SUMMARY
6ARA"
i
f
�1
'I
Z
i+— Z
�w
aa
JU '
UO
J =
N
LL
w
LLQ
(1) D
= d
�—W
Z
H
Wo
w
U�
o�
W
H
�O
LLI Z
U=
O
Z
- EVATION NOTES
R-WVt C0fM x-z 5 t CTRL 6un>,c5
LAICAL
'ROVIDE ROoF VtNT5 P>?t VBr
ZCTION JW5.5 rrrLaAL
W-WDE 6ALVAWZO 3FC_'T t- 'TAL
L UH5 A?V C4UMN MA5HIHS AT
'LL ROOF F@sTRAnoHS iwL.LIDINS
44*�.
27m To 5mnoH 5705 uec. FoR
ku"ay oOHSTmlr -Tl L
RoVIDE rrATICt-_STRIPPIHS AT ALL
'00" Atm YUHOOTtS. CAULK ALL
DINTS AND PEMTRAnom IN EXTTJt1oR
LALL
4v= TO w 5LrPORTT9 By OTm
INTB -5 AND '.:HALL WM BEAR ON HDOD
RAMIN6.
N%CD EM@tlOR GRADE To SLOPE
rV'.Y FROM BUILVINS AT A SLOPE OF AT
EST 2i FOR A MW-. oP5 FEET.
057 APPROI/ED !U'B@i5 OR ADDRE.SB
H nC DYCI.IHS. ADDRE95 '.SHAH. Be
LAI LY V1515LE AHD LEGIBLE PROti THE
TREET PRONTIHS M VVCLUHS.
I
I
V4• . 1=o•
V_
o rl
NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN
THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT.
----------------- `L-- J----- - -L —J
Will
r ��l• ■
R MR
FKA
'LEVATION NOTES
rROVIDe wNIINXIA mTA
TrrIOAL
mov=e Roor Vart3 r,g
5MTWH 0099 TYPICAL
PROVIDe 6ALVANIZW 31,E
M H N6 AND GOURL!t R
ALL ROOT rEIA- ATIOH5
c"KcY3.
R9'9t TO 36GTION 5703 L
ooI elom 61 lom
PROVIDE rlEA7H L- 3TRlrr
DOORS A!D rtNoortL OA
Joe" AND IRD&MATIow
rwL
ORIGC TO x 31.r PORTED 1
LJN 5 AND SHALL NOT B
rRAl @t .
rIIC3He D ex lmom 6R-DE
AYNY FROM alm -VN6 AT .
LeA3T 2% FM A l9 UK"
POST ArrROVID fu.E ,`
ON M DYC.L216. ADDRC
rLARLY VINBLe AND LE&
3TREff motmU1 M V"
`7
NOTICE: IF THE DOCUMENT IN THIS FRAME I LESS
D N
THIS NOTICE IT IS DUE TO THE QUALITY O F
IZ
b(71�p
AL
v +
T.O. SLIBFLP
TA. PLATE
5065 EXIST .
E
NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARfiHAN
THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT.
2 ._ 0 .
I' CHAMFER
4 1/1 O
GmAR (Y
TYP_
2X4
CEDAR
SCALP. I'•1' -0' ry
ROOF BRACKET
ROOF BRACK
TYPICAL -
5EE DETAIL
THIS SHEET
6:1J
I �
.. • t l�� 11 •!1 �:li
C
NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN
THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT.
1
T f3 s� � °� �a a S � ur' � �. w N �- o > � � �� �. �
• ° N
L i
- z
• � } 111 � -) V' � °
f r • � M � V RP
.7 <
. � _ i0 V a 1� � -1
a N ° r- ° S n
ul
� y 1 111 � - }'(� � r 0• �• Y ,Z �j � �i �
O ne
SO P- Q�
Am n" i q 8
tj ril
Val m z
ty r 3 Q
mpm
Fit
<
�> k �kF� %��� "" g g ,•u p �35� V ^� ° �� $ � ��� gE �' $5��� k e N p y p 9 i � p g 1�
a�� iP9�Y�$� ��i� ^�� a �� °pd�als•aa� �ygx s�4�i�6;ffi9�
a g a ��. gPe R� � Pn a � a 0 H� va �
$�3�„ $d g� �� � a a�d.� s Y s��� � p" ee����a �� g � a �s �� ��� ���p €a a d �a �� � � �$ g
q�Aa34� & E GCS � � �x�� k� � ' r e E � �� �$ � q � �g 8 � �� � �� _ ; q �,r. � �� 63 � � P� � Raa 1021 x , y e €a� c all � � � ��� ���' x# s� 6 R ��� € � f�� S� "�€ x $R p � g a & " R
4M $ €� ae� � � y
d �
�'� C
3E 4 �. �� S S e�'°gtl 1p a � '��S R�� 6F�S� aS��� � � +�' � Y �$p�83X �5
���E���4� 8g€ � � � S� q ��� a�� $ �g �� e 8�a�� �gca E5� � �� a a � � � ��.
�
�t"�
i g � s�a � �; p
� R
Hi
� ' Wow
2
a — D
In
Ea
INN
p P �
A &�
��
W
m � p a�M R�RRY � €� 9C4i 9T �'�y
31 p 3 ;
Will
O i l vil
F
� a
rii g �gtl '� ys 1 `d
� &c f
i
11 1 P ill 9
oi l
c 1 11F I l a 9 � E
}: e 1 � 3 � �A $ Q A��9 S � R > 7 9 E '0 �7� � � °� i � 9 5 � � S� �
R�
j i �y 8 � E E 8" S g , 8 R � 1 �� >s� 0 � Lg � � .� v A ` � ti 90 $ p �q 9q�� � � 9 A i � b N � p � � � �� £ � p � c t�+ � P 1 0 . niq
E � ! � 8I 1 1 1 F$ � F q g � i R g
keg g $ �8
� � ��•�� x 9� � � � a � p g � 4 � 4 �$ R �{ W E � � � W � � � � E �� �S A � � E� � R �Y � p �9 5 a q �� � � � � �� g �$� � @ ) g a � � �
�n ��
� a s � � � I � � � � a �� a a ��w � �� �a� �� � h it � � a
I la
[E A
i�
mom".
a rn G "A ll
,
�„�
.. N
r
• • i
} �' . rArT•wNT Or' ulsa rex 10 Gur DCeIdN� UN.IMITL'O I Pwthe To eowtraie�ICN P'QR L'AGN ���
*T1"7100 W16T I•NOM 1TC�C P{ AND. "ftd P wQO AMC OOPAt OWW IN A44MWAWA 1011
G v 1.11 MWIIA. 11TATUM, Wr1rO"TION OY AMr Mr. MW CW A" OR PORT" Or raft P'LANt!
t ON VARIATIONC TM%94' WITNOVr IWITTM PMMI"ION MOM 0101 UNLIMITCP INO 16
aw"afty P A*Volym TION MANN" AND ALL PRINT'S T4 MMWM ND4AIN TF�
• P11Omile or D11111WO OLIMITtm MO.
�n O.
r
•
P
v WR5 t FOUNDATION F RAMING AND FOUNDATION FOUNDA N0TE5
D
2X6 STUDS o 16' O.G. DI
R -21 BAIT. INSULATION 2X6 STUDS & 16' O.I. 1. rfUTTEN DR4MONS TAKE PRECEDENIGB
FINISH PER ELEVATION O/ R -30 BATT IN%LATION IS I.B. 01.06. PAPER OR / R -21 GATT. INSULAVON 'ALM DIhEN510N9.
IS LB. BLDG. PAPER OR AIR INFILTRATION BARRIER
AIR IWILTRATION BARRIER 9/4' T46 PLYAWD SLBFLO PLAN
O/ SHEATHING PER PL 2. ALL I =OOTIN65 TO HAYS A MINIMUM
0/ SWEATHIN6 PER PLAN GLUED AND NAILED R -50 BATT. INR.ATION DEPTH of W DELON FINISHED 6RADE.
5. STEP FOUNDATIONS PER SITE
GCNDIT m
Z- FLA:�iIN6
WOOD TRIM 91.4 WATERPROOF T: 6LU D AND D SU0 L�R 4. AU. CONCRETE ""N" TO W:ST ON
FIRM o1D SwMED EARTH WITH MIWMUM
OPTIONAL 2X FL.00R J5T OR T-M.'S PER PLANS 1k-�RANI! 2000 PSF BEARlNb PRE5St1RE �
BOLTS AT 4'-O' O.C. GO
B r4N . SLAB TO SOILS REPORT HM REQNREP).
2X6 PlUE56LRE TREATED ILL
Z (U �4 BAR �� PLATE W/ V2' DIAMETER
,01 GONT TOP A 5. ALL Y'IOOD 1N CONTACT CONTACT WITH CONCRETE
. ANCHOR BOLTS AT 4'-0" 04. 2X FLR R PER J5T5 O T PLANS OR T T Y OR �.�ED TO EARTH OR
AND 12' MAX. FROM ENDS, OR Z T 04 _ Y'EAT1�R TO 8E PIQES6URl: TREATED. Ic
% -_- L �`
-10 x� ' G. _ p1.A1E�Dl� � Z 8. VERIFY ALL DIMZIONS AND FIELD
i }
S� A
I .- i (' M J HOOK BAR PER IRG 409.!3 I TK.HOCONDITIONS. Z_ BARRI O. T AND 12' MAX. FROM ENDS. OR
IF R EAUIRFD - b M11L. BLACK VAPOR Ot PER SFEAI�iN LL SCHEDULE: 7. PROVIDE TEWORARY BRACING AS
BAR 7 0 MR - REQUIRED. UNTIL ALL � 09J3 X 6 MIL. BLACK Y.B. INSTALLED. STIFFENING HAVE
.! (2) 04 CONT. DOT. _ � � � ` ~ 1 �. I i I - I ` 8. PR4YIDE DOUBLE LYL/J015T OR BLOCKING
(2) •4 CONT. BOTTOM AT PARTITIONS ABOVE.
FM DRAM 4' 8' 4" SCALE . I' : 1 ♦'� fD DRAIN R 6` " SCALE s I' ■ I'-O' q. PROVIDE 15"* FOUNDATION VENTS
/`� �j WITH V4' CORROSION RESMTAYT WIRE
5 " FDN. l � FV RGH 5LAL /� V `� l. MIE0 AS REWRF,D PER GODS.
10. ■ DENOTES BEARING POINT' IN
2X4 PONY WALL., PROVIDE I`-W
2X6 PRE561+RE TREATED SILL FRAMING 4 FCl1NDAT10N DIMENSION 0 2x4 STUDS o INDICATED POINT
PLATE W/ V2' DIAMETER 2x6 5� AT * O.G. 2X6 STUDS O I6' O.G.
ANCHOR BOLTS AT 4'-0' 0.6 . 4' BRICK VENEER O/ %ar:56 NOTED OTML�lY'iSE.
5/a' TYPE W 6Y'IB. o ALL 15 LB. BLDG. PAPER OR R -21 BATT. I�.ATION
AND 12' MAX. FROM ENDS, OR 11. CRAW. SPACE TO BE A MINIMUM OF W
PER 51'FARWALL SCHEDULE: 0/ L.IYIN6 WALLS. AIR HEAT R49 PER B4ARRIE3Z ' SELOW FLOOR JOIST AND 12' SIMA W
?' MIN. �MENT O/ SNEA►THIN6 PER PLAN R-30 9ATT IN5ULATTON
-ft-21 BATT. Ix%LATTON BEAMS OR &WZe S WITH MM. 6 MIL BLACK
5/4' T:6 PLYMOOD %M LR. FACE STAPLED. 9/4' T46 PLYYC'" VAPOR BARRIER 6ROUHP COYM LAPPED
ENT. GLUE ED
D AND NAIL. IwWALrsATHSD SUB FLOOR I=. 12 . ' AT UM-15 AND EXTENJ = UP
H MA� AT 16 O.C. ft" AND MUD FOIWATM WN.I. TO SILL PLATE
OVER FRAMING AND
FOUNDATTON WALL
12. ALL BEAM TO BE 4x10 ODF (SEE SHEET
i 4' GONG. SLAB 0/ FOR L.UMI SER STRENGTH VALUES). UNLESS
2X FLOOR JOST b MIL. VAPOR BARRIER 0/ NOTED OTHEFSAIISM
OR TT PER PLANS 4' 6RAN LAR FILL SOLD 6R+OIJf BELc�W FH_ASHIN6 2X FLR JETS OR TALS PER PLANS
13. A.L. POSTS TO BE 4x4 (4x6 AT
2X6 PRC56URE TREATED BEAM SPLICES) TYPICAL MESS NOTED
R HRW -90 BAIT. INStXATT L Of W. SLAB • P • • PLATE PV V2' DIAMETER OTSM TYP o ISOLATW BEAM RIN.
Z i. A o (?J R4 BAR ANGIIOR BOLTS AT 4'-O' O�G.
X31 GOVT. TOP 4' Gam, �� AND 12' MAX. FROM ENDS, OR 14. ALL ISOLATED SPREAD FOOT0456 TO BE
(U
04 BAR IE i P� E 51EARWALL SCHl3X 24'x24*xW THICK WITH (2) 04 BARS
0 0 0 0 0"0�o TI6W LME L 7 MM. MEW
GONE. TOP ;0; - 0 0 0 0 _ STORM DRAIN _ Z Doi EACH WAY, UNLESS NOTED
- 0 0 0 0„0
p i 1 - IF RED MIL. -� -1 6 BLACK V.13. OTHETiY'4SE.
6 MIL BLACK VB 1 � �--_ - r -OUND ATTON • 15. FaWAT'ION ANCHOR BOLTS REQUIRE A
N
MI K" OF 55OW4' PLATE Y 5
-�� -(� I� R602.II! 3
- MR RGM 40515 d� �i � - ! 16. ALL HIM BE TIED IN
• (2) *4 COW. BOTTOM - L ^ 1 • iN PLACE FOR FOWPATION lNSFWTkX RI04.1.1.
d `�
4' 8' 4' 4' b 4m (2) R4 COW. BOTTOM FOO E
SCAM : I' 2 1'-O' � DRAIN SCALE : 1' s I'-O'
-01 In el D 24 GONGRETE FOO IM WITH
3
H0IJ5E/&Arw-,.^&E FDN. GARACGE FDN /BRICK VENEER (�_+B��MAY.
PRA~ AND FOUNDATION 3/4' T46 PL SUBFLOOR SW DIAMETER X 12' THICK
R-[q B�Vh�INStJLAT'ION MIN. �) � `W/l �
2X4 5TUDr AT The O.G. �
F04W PER ELEVATION! O/
IS I.B. BLIDS. PAPER OR
AIR INFILTRATION BARRIER 264 PRESOLM TREATED 9" 24W THICK CONTi WOO GONG.
O/ SHEAT HIN6 PER PLAYS PLATE W/ U2' DIAMETBt
1 ANCH M OR BOLTS AT 4'-O' O.G. D FOOTING WTTNT C3) CARS.
AND 2' MAX FROM L40S. OR 2X SOLID ���� �
PER SHE-Af MLL SCHMUL�;
Z- FLASHIN6 ?' MIN. el%- DN SIT
I+looD TRIM 4' GCMG. SLAB O/ 1 FLOOR JOISTS BEAM PER PLAN
CPTIc"AL 6 MIL. VAPOR BARRIER O/ OR T -1.1.5 PER PLANS
j V 6RANIlLAR FILL METAL POST TO
v BEAM GO*F
FCA4 * 4X4 POST
(1) 04 TOP II �� _ 1 FC46 o 4)rb POST
t 2 • _ Z METAL POT POST PER PLAINS
HTL.11E �' o-c0000000
STORM DRAIN 1 P
0 0_� - P 646 . 4X44 o 4X POST BIALv** PAPER TO Be
Z x IF ( + ° - R r? I ° f r = ; �' n 86 MST IQkAFT WA'TEQ.°RGOF OR EQUAL
' _- `� I - t - ! 1 I` 6 MIL VAPOR
M BARBER: To -11 ICI I _ I I_ -
___ _ Zb
I I 11-1 I -' 1 ' X
'0 l l i (2) 04 CONT. BOTTOM
*4 TAR
GONTRWOUS STS ISOLATED FT6.
4' b' OIL STORY EA. MY o 2 -O �
FH DRAM 74 8 m ` 0 - 1 AO STGRY SCALE . 1' s 1' -0' ISOLATED FT65. • NOT TO SGAL1.
TYPI GARAGE FDN. 6 GONTI NUOU5 1=00TIN&
f
f
•
To
Q
STOLE Vae, TYP.
FOUNDATION VENIT GAL05_
834 SF./ 150 = 56 SF. FM VENT Mocv
If^J5 / 144 x :15 = 541 S=. FM VENT
5b SF. / 541 = 10 FOR VWTS REW.
INGTc: REFER TO ' S ' StE£TS FOR BIJI.,LET DETAILS
1
7A' -/]"
V4' = r -O'
b000 ,,.511M
C�lY nN� ON
Dos -38�-
RECBVM
CITY CF TUKw"
1
I
CD
z
Q
J
G1.
2 "o a
a
't it
DRAT - F
A6AYE
DATE:
O&VA04
F& E A
0410"
raw _.
NEWINEWEEN 041047
u ,
r
i
1
NOTE. SPACING 0ETY'HIEN WEIRMEDIATE 6UARGRAIL.
11/2 MIN. MvIBERS TO 8E A MAXIMUM OF 4' CLEAR+ SUCH THAT
CONT. L A SPIERE OF 4' DIAMETER SHALL NOT PAW TH OUE'rIH
ANY 01DEN1N6.
BAMTERS TO CONFORM
TO IRC SEC. RMIS
AANGNGR N6
n�
z
6 , O
5w TYPE 'X' 6YP. BD.
h 10' MIN. BELOIN STAIRS
TREAD
(3) 2X12 STRINSERS
Q FALON6 TOHI MI BETYEEN 5 ,
01 f OC AND AT P AND BOTTOM OP STAIRS
2X4 THiRI,ST BLOCK
NOT TO SCALE
I) TYF. INTERIOR STAIR
MAIN FLOOR FRAMING NOTES
2. PLATE HEt6HT 1W-O' THIS FLOOR UN.O.
S. ALL HEADERS TO 8E 400. DF. 02
U14LESS OTHERY"E NOTE, CHECK PLAN.
EQUIVALENT PARALLAM BEAM MAY BE
SUBSTITUTED IN PLACE OF BEAMS 4 HORS.
4. BOTTOM OF HEAVERS TO 00 6'-8'
THIS FLOOR LUMS6 NOTED OTHERYM.
5. ALL Exn3tm WALLS 2x6 MTH
R -21 INSULATION ULNA.
6. ALL FRAME NAILING TO SATISFY
CHAPTER 6 IRO BLOCK ALL
PLYWOOD EDGES. ALL EXTERIOR
SHEATHING NAILED WITH 10d AT 6' O.O.
(1: XW AND 12' O.C. (FIELD), UNLESS
NOTED OTHERY11M TYPICAL..
'I. PROVIDE POUM E JOISTS OR BLOCKiT4Cs
WEztE PART1Tk*6 OCCUR ABOVE.
a PROVIDE SOW SLOCKIN6 OVER SUPPORTS.
4. FIRE SLOCKINS AT ALL FUJI -IN6
10. ALL STORA6E AND SPACES UNDER
STAIRGJ SM TO BE FINISHED YM 5/8'
TYPE 'X' 6YPSM BOARD.
11. ■ DENOTES SOLID BEARING UNDER
CONGENTRATW LOADS USE (2) 2x6 AT
6' WALLS USE (2) 2x4 AT 4' WALLS
1#4.:56 NOTED OTHEmsm.
12. FINISH ALL CEILINGS WITH 51W GYPSUM
BOARD.
13. AT 6ARAW USE '3/9' TYPE 'X' 6YP. W.
AT ALL CGMi>" YPUA ALL CEILING
AND ALL EXPOSM BEAMS.
14. PROVIDE 26- 6AWE 6ALVAWZED SHEET
METAL FL.ASHIN6 ABOVE Y*0OY'{5 AND
DOORS ('TYP) LAP BUILDING PAPER OVER
15. HOLD SIDING 6' ABOVE FINISHEV GRAM
TYPICAL.
16. WINDOWS SPA ARE MITER. BY.
S44.11IT OR EGAAAL- U = PER SC41EML.E
CONTRACTOR TO VERIFY ALL RCUSH
OPENINGS
17. FASTEN MULTI -LAM 2X SEAMS PER
Utk. STANDARDS. CHUIPTER 6,
TABLE R602M, TYPICAL
16. HANGERS AT POSMVE CONNECTIONS
TO 13E S*fW- OR EGLAAL..
M. CEILING .JOISTS TO BE 2x6 AT 24' 04,,
TYPICAL UX.O, PLAN SH10W3 JOIST
DIRECTION.
20. ALL VOIDS TO BE FIRFJbRAFT BLOCKED
PER 1RC SECTION R802B.
21. INSTALL KATFR HEATER PER MI
NAEGA, Sim SHI ET 1. PROTWT FR0M
*VACT PER 2003 IMO
22. FURNACE TO 00 PLACED I6' ASV. FLOOR
ON 1 HOUR PLNWZE PLATFORM W/ (2) 3/4'
LAYERS PLYWOOD. PROTECT FROM IMPACT
PER 20+05 M.
23. DOOR BETYMM HOUSE AND 6ARA&E
TO Be 20 MR RATW, SOLD CORE,
T16HT" TRO. FM SELF CL05I,M
24. INSTALL DIR. VENT FRPL. MR TERMS
OF LISTOW AND MF6R5 SPECS.
Psi SECTWH TRIM I1t,C.
25. PROVIDE GONT: HANDRAIL AT STAIRS
A MM OF I U2' FROM YW11.L, REI
TO DETAIL I ON SHAT NO. 3.
26. STRAP THE MT13t MATERS AT POINTS
VWN IN THEE UPPER U3 AND LONER IS OF
ITS VERTICAL. 1170456iO6L LOVWt P100IT
SHILL BE MUSHM 4' ABOVE CONTW-S
27. WALLS YNDTH 0MATER THAW 350 PLF
RGQIIE A MINIMUM OF A 3x ME.MEBi AT
ADATIN6 PANS. POSES AND SILL PLATES.
FOR FWLS BETY43M WO, AND 600 PLF,
ANGiM BOLT SPACIM HAS SM
GEGiREASW BY V2 0 5E 2x S" PLATE).
P9t R4mjjb IR.G.
26.0 s LOGATIOH+IS CF FLOOR RES45TEQ5
2 ALL .SHOM DETECTORS TO BE 110 VOLT
YWH BATTERY 8A0Q.P, DITOWAXIECTW.
90. Ims AM SHOYORS.
arm BL O KINS SETYME". STUDS.
LIMIT aHOYt3t PLC TO 2S 6PlK
KATE.PROOF MLL TO Y' rrM 70` ABOVE
DRAM INLE►
ALL 6LAZINS YfllM 70' ABOVE DRAIN
QLEr TO BE QTY 6L.AFS.
• VAPOR 8AFtROZ OHM 6Nw. -WK W.
e
C
ft
Ir 4
s
r
5OUA%,;Z& FOO i A(5E SUMMARY
MAIM FLOOR
624 S.F.
EPPEQ ROOK
1 ft S.F.
TOTAL F AREA
2010 SF.
6A%kS-P
44 SF_
7A'�a
6.�1RAf� 4I4 SF_
p � o �vlsn
GAY
�, �,�vi��
IR1111
p D56P 3 8 20mv
IF
1 :44
:1 � - 4
CD
CD
z
Q
2oo
■
I
fix
li
t it
ul
DRAprm
A,SAYE
CATER
H� A
Mom
PRi0.l •:
041104:
Ll
4
-AA
r
:7
1
I
4
FRAMIN& HOTM
1. YiRITTEN V0 EN51ON S TAKE PRECEDENCE
OVER SCALED DINE14SIONS
2. PLATE HEIGHT & -In
THIS FLOOR UNL NOTED OTIERWSE.
3. ALL HEADERS TO BE 4x10. DP. 02
UNLESS OTHIERWSE NOTED, CW:CK PLAN.
EGi1N1/A LENT PARALLAM BEAM MAY BE
SWOTITUTED IN PLACE OF BEAMS 1 HDRS.
4. BOTTOM OF HEADERS TO BE 6`-W
THIS FLOOR U04.ES6 NOTED OTZERWSE.
S. ALL EXTERIOR VIALLS 2x6 WTN
R-21 IWALATION UNLESS NOTED
01HERN5E.
6. ALL FRAME HAULING TO SATISFY
SECTIONS R502, 8601 4 R802 I.RC.
BLOCK ALL PLY IOOD EDGES AND NAIL
VOTH IOd AT 6' OiC. TYPICAL ALL EXT.
Y'IALLS
1. PROVIDE DOUBLE JOIST'S OR BLOCKING
WERE PARTITIONS OC4UR ABOVE.
8. PROVIDE SOLID BLOCKM OVER SUPPORTS
4. FIRE BLOGKINtS AT ALL PLLMBIN6
10. ALL STORA6E AND SPACES LNDE4
STAIRCASES TO BE FINISHED Y'11TH 5W
TYPE - X - GYPSUM BOARD.
II. ■ DENOTES SOLID BEARM UNDER.
GONGENTRATE!P LOADS USE (2) 2xb AT
be WALLS. USE (2) 2c4 AT 4 W ".S
UNLESS NOTED 07HEFOO rE.
12. FINISH ALL GEIEdN65 YNTH 51W 6YMM
BOARD.
13. AT 6ARA SE USE 518 TYPE - X' 6YP. BD.
AT ALL CObMON KMIA ALL CEILING
AND ALL EXPOSED BEAMS.
14. FASTEN K L.TI -LAM 2X BEAMS PHA
IRG STANDARDS, CHAPTER 6.
TABLE 8601 *.. M, TYPICAL
15. HAN ORS AT Pi MTIVE C *WT1OHS
TO BE SIMPSON OR r-WAL.
16. ALL VOIDS TO BE FIREMMAF-T BLOCKED
PER (RG SECTION RbO".
M. PROVIDE CONT: HANDRAIL AT STAIRS
A IMN OF N V7 FROM WALL,. WER
TO DETAIL I ON SHEET NO. S.
16. 0:s LOCATIONS OF FLOOR RE6ISTERS
M. UPT'.Eq FLOOR PRAMIN6 TO VE
11 Wbe T. PRO Wo • M2 O.G.,
TYP?CA L UNLESS NOTED OTHE3 VVM
PLAN SHOWS DIRWTIOK
1b
SCALE s
2x SOL
• RIM 4
SOFFIT I W ATE A
1 wm. R omm TO - S - SfEEiS FOR BULLET smm L5
r-W
D 05-3Sz-
-A r . I
L itt •.
PEiil T CENTER
0
(D
(D
( A
z
Q
J
d
i
I
30
YE
fit
JE
Nil X
Hs
I
f
-AA
r
UPPER FLOOR MAHN& NOTES
1. 1" rMN DIMENSIONS TAKE PREGEDEXE
OVER SCALED DIMm+L k*15
2. PLATE HE56HIf TO BE W4 THIS FLOOR U-X0-
S. ALL HEAVERS TO ISE 4x10 D.F. *2, URO.
4. BOTTOM OF HEADERS TO BE 6 =6'
THIS FLOOR 04LESS UNLESS OTHERWISE NOTED
5. ALL EXTERIOR WALLS 2x6 WITH
R -21 INS LATICN MILESS 07H RHSE: NOTED
6. ALL FRAM NAILING TO SATISFY CHAPTER 6
M BLOCK ALL PLYY40W ROOM. ALL
EXTERIOR SHEATHINS NAILED Y M IOd AT
6' O.C. (9060 AND 12 O.CC. (M"), WLESS
NOTED O'TZvE, TYPICAL..
?. PROVIDE DOUBLE JOISTS OR SOLID BLOCKING
OVER SUPPORT'S
6. FIRE 131.00KIN6 AT ALL PLUMe1N6
PENETRATIONS.
q. ALL STORA6E AND SPACES UNDER
STAIRCASES TO BE FINISHED YM 518'
TYPE 'X' 6YPSLM BOARD.
10. I# DENOTES SOLID BEARING UNDER
CONCE NTRATE D LOADS. USE (2) 2x4 AT 4
WALLS Waxse OTHERWISE NOTED
11. FINISH ALL C&IUN65 Ym rww
6YPSW BOARD.
12. PROVIDE 26-6MW 6ALVAHZED SHAT
METAL FE./1SHM ABOVE Y0 DOM AND
DOOM (TYPJ LAP 13W.0110 PAPER
OVER.
I3. WINDOM SPEGEFIED ARE HF+6R 13Y.
SUM-IT OR EGUAE.. U s PER S00PULN
CONTRACTOR TO VERIFY ALL ROU6H
OPENING.
14. FASTEN! KLT1 -LAM 2x BEAMS PER IRC
STANDARDS, CHAPTER 6, TYPICAL.
15. C W JN6 JOISTS TO BE 2x6 AT 24'
0j&, TYPICAL mo , PLAN SHOM JOIST
DIRECTk*L
16. ALL VOIDS TO BE FIRE WAFT BLOCKED
PER MC., SECTION 8602.0
M ALL TUBS AND SHOWED
• FIRE BLOGKIN6 BETY' m STUDS.
• LIMIT SHOSIM FLOW TO 25 6PM
• HATERPROOF WALL TO WITHIN - W
ABOVE DRAM INLET.
•
ALL 6LA MNS MM "W DOVE
DRAIN INLET TO BE SAM" 64LAS6.
• VAPOR BARRIER BEMV GYP. BD.
18. ALL SMOKE [Me ",TORS TO BE 110
VOLT Y#TH BEAT EERY BACK -UP,
INTOWCON 150TEP.
1q. PROVIDE COW. 10I0RAIL. AT STAIRS
A MIDI OF 1 U2' FROM MALL. RWER
TO DETAIL 1 014 SHAT NO.5
20. r6%..S YM GREATER THAN 350 PL P
FZGL FRE A N�of OF A Ox 1tD413ER
AT ABVffR G PANE. W6ES AMID SILL
PLATE'S FOR Y'IALLS 8ET1"EE M
W10 AND GOO PLF, ANCHOR EMT
SPACING HAS BW DECD BY U2
(USE 2x Ham. ERG, TABLE R60"J.
21. HHANOERS AT POSITIVE CG'I6 alWN TO BE
SRAP& N OR EGiEJAL.
s
•
•
q
•
i
O
9
13AI -n•
!1
b c �.- f teal
C IVIC;
D06
FIE -WAD
cf f (W TWAIIIA
f
N
a
0
NJ
z
J
ZWo �3 RCS
a
L
f
p ille
111
DIRAFTEM
AAAYE
DATE
G6AD104
F L
044 �
PAW t
rk
a
AA
r
COMP. SHINGLES O/ 0 L.B. FELT
O/ 1/2' CDX PLYY'1000 0/
2x RAFTERS OR TRUSSES
o 24' O.C.
SCAM : 1 s 1'-0'
r I ) PLATE AT ROOF/PLAT I
ROOF FRAMING NOTES
1. SHADED AREAS DENOTE DUMINIY "k*4 6
OVER ROOF FRAMING BELOW.
2. • DENOTES SOLID SEARIN* U01DER
COAICENTRATED LOADS.
S. SEE FLOOR PLANS FOR STRUCTURAL
BEATS AND HEAVE".
4. ALL RAFTERS TO We 2x8 HF 82 AT
24 O.G. TYPICAL UNA.
S. ALL TFXWE5 TO BE AT 24 O.G.
TYPICAL U N.O.
6. PROVIDE ROOF VENTS PER SEC.
PZ06 IRO.
9. ROOF PITCH TO BE 6t12. TYPICAL
UNLESS OTHowm NOTED.
6. 16' 0j1. TYPICAL a EAVES a 6' O.H.
TYPICAL o *ABLE ENDS, RAKES.
4. APPROVED ANCHORS SHALL BE USED AT
ALL CONNECTIONS OF RAFTER, JACK OR
HIP TRU55E5 TO MAIN 61RDER TRW (PER
TMr--o MANUPj MERE APPLICABLE.
PROVIDE 0 S1MF'c.- AC H FRAMING ANCHORS
AT EVERY RAFTERIERM AT EACH END
AND AT 6ABLE END TRUSSES.
10. VENTED BLOCKINIS OVER St,WlN;RT5.
11. C 44EY HEIGHT' TO BE 2-0' HiK
ABOVE ANY PORTION OF BUILDING
VaTm W-0 PER IRO SmTIOH
R )OIA
12. BRAC1N Ch (STICK FRAMED AREAS ONLY)
• (2) 2x4 LP TO I& LOW.
• (2) 2r6 KY TO I4' LONG.
• 0) 2x6 OVER 14' LONG.
15. PLATE I E16HTSt
• MAIN FLOOR 4 TYP. UNA.
• UPPER FLOOR 6 TYP. UN.O
14. TMr--sSES•
• CARRY MF6R. STAMP.
• DO NOT ALTER YI#TF1wr BUILDING
DEPART ENT APPROVAL..
• 615TALL AND BRACE PER MF6R SPED.
• NON - BEARING VIAL.LS *HALL BE HELD
DIOM FROM THE TRIX56 BOTTOM CHORDS
WITH AN APPROVED PASTEMt (SUCH AS
S1MP5ON STC).
15 CONTRACTOR TO VERIFY LOCATION OF
ALL ROOF SUPIAORT BRAcM OR FO5TING
AND PROVIDE ADEG VATE WARP TO
FOUNDATIOK
lb. HANGERS AT POSITIVE C 4EGTIONS
TO Be 544 OR EMAL.
M NAIL ROOF SHEATIN6 Y'V 60 CONNON a 6
O.0 AT PANEL EG605 AND AT f"1ALL PLAT
BLOCKING AND o12 O.G FIELP. TYPICAL
PER M R60231
ROOF FRAMING NOM5
• TRUSS Eloofmais. PER IRO RE0230.1
TpLW ENGINEER OF RECORD YWD YVLL
REVEIA APPROVE AND HOE ON THE
DOCl1M NT'5 ?HAT TFEY HAVE ra" TO
BE IN 600tAL WWORKAME NM
THE DESIEii OF THE 8!.'B.DM16. THE
e+i61N�- APPROVED DCOJHENTS VIL L
INN BE FORY4A QVW TO THE BUILDING
OFFICIAL FOR RZYWA AV APPROVAL
PRIOR TO FRAHM 945PECTION CITY
AppROVED DOCUMEHi'TS SHALL BE ON
TEE .HOB SITE AT WFECTIO145. TFVW
'iRL'SS BRAGIN& -
t
I
RO OF VENT GALG5.
MRNAW ROOF AIREA,
1980 Sr- / SOO s 4.60 SP. V9Sn1 RBVa -
460 SP. / 2 s 230 SP VEHTW& IWEGV A ROOF RID6M.
220 SP. / (.44x.' 3 s T V W5 REV.
1 TO ' S ' SHITS FOR VAJ.ET DETAES
it
• • ! 0 i .
WZO -
b �v „ vMID
Ot
ol 1T'
Do 5 woo 3f5�
i
r 31 is's
r � I
PEAIIBT CENTER
9
0
CD
z
Q
a
No 0 a r �
I
a
H TE
Hill
D4JIFVM
A"1E
C %15
4
PK E PC
04""
F"W
OKI04T
C:
S
Ilk
1
R-56 04VJLATION
�.
f. EG IJ) AT EACH TRV5S
0 J I
��
(OR maiss PER
2X6 STUDS 16 •
• _
SCAM : 1 s 1'-0'
r I ) PLATE AT ROOF/PLAT I
ROOF FRAMING NOTES
1. SHADED AREAS DENOTE DUMINIY "k*4 6
OVER ROOF FRAMING BELOW.
2. • DENOTES SOLID SEARIN* U01DER
COAICENTRATED LOADS.
S. SEE FLOOR PLANS FOR STRUCTURAL
BEATS AND HEAVE".
4. ALL RAFTERS TO We 2x8 HF 82 AT
24 O.G. TYPICAL UNA.
S. ALL TFXWE5 TO BE AT 24 O.G.
TYPICAL U N.O.
6. PROVIDE ROOF VENTS PER SEC.
PZ06 IRO.
9. ROOF PITCH TO BE 6t12. TYPICAL
UNLESS OTHowm NOTED.
6. 16' 0j1. TYPICAL a EAVES a 6' O.H.
TYPICAL o *ABLE ENDS, RAKES.
4. APPROVED ANCHORS SHALL BE USED AT
ALL CONNECTIONS OF RAFTER, JACK OR
HIP TRU55E5 TO MAIN 61RDER TRW (PER
TMr--o MANUPj MERE APPLICABLE.
PROVIDE 0 S1MF'c.- AC H FRAMING ANCHORS
AT EVERY RAFTERIERM AT EACH END
AND AT 6ABLE END TRUSSES.
10. VENTED BLOCKINIS OVER St,WlN;RT5.
11. C 44EY HEIGHT' TO BE 2-0' HiK
ABOVE ANY PORTION OF BUILDING
VaTm W-0 PER IRO SmTIOH
R )OIA
12. BRAC1N Ch (STICK FRAMED AREAS ONLY)
• (2) 2x4 LP TO I& LOW.
• (2) 2r6 KY TO I4' LONG.
• 0) 2x6 OVER 14' LONG.
15. PLATE I E16HTSt
• MAIN FLOOR 4 TYP. UNA.
• UPPER FLOOR 6 TYP. UN.O
14. TMr--sSES•
• CARRY MF6R. STAMP.
• DO NOT ALTER YI#TF1wr BUILDING
DEPART ENT APPROVAL..
• 615TALL AND BRACE PER MF6R SPED.
• NON - BEARING VIAL.LS *HALL BE HELD
DIOM FROM THE TRIX56 BOTTOM CHORDS
WITH AN APPROVED PASTEMt (SUCH AS
S1MP5ON STC).
15 CONTRACTOR TO VERIFY LOCATION OF
ALL ROOF SUPIAORT BRAcM OR FO5TING
AND PROVIDE ADEG VATE WARP TO
FOUNDATIOK
lb. HANGERS AT POSITIVE C 4EGTIONS
TO Be 544 OR EMAL.
M NAIL ROOF SHEATIN6 Y'V 60 CONNON a 6
O.0 AT PANEL EG605 AND AT f"1ALL PLAT
BLOCKING AND o12 O.G FIELP. TYPICAL
PER M R60231
ROOF FRAMING NOM5
• TRUSS Eloofmais. PER IRO RE0230.1
TpLW ENGINEER OF RECORD YWD YVLL
REVEIA APPROVE AND HOE ON THE
DOCl1M NT'5 ?HAT TFEY HAVE ra" TO
BE IN 600tAL WWORKAME NM
THE DESIEii OF THE 8!.'B.DM16. THE
e+i61N�- APPROVED DCOJHENTS VIL L
INN BE FORY4A QVW TO THE BUILDING
OFFICIAL FOR RZYWA AV APPROVAL
PRIOR TO FRAHM 945PECTION CITY
AppROVED DOCUMEHi'TS SHALL BE ON
TEE .HOB SITE AT WFECTIO145. TFVW
'iRL'SS BRAGIN& -
t
I
RO OF VENT GALG5.
MRNAW ROOF AIREA,
1980 Sr- / SOO s 4.60 SP. V9Sn1 RBVa -
460 SP. / 2 s 230 SP VEHTW& IWEGV A ROOF RID6M.
220 SP. / (.44x.' 3 s T V W5 REV.
1 TO ' S ' SHITS FOR VAJ.ET DETAES
it
• • ! 0 i .
WZO -
b �v „ vMID
Ot
ol 1T'
Do 5 woo 3f5�
i
r 31 is's
r � I
PEAIIBT CENTER
9
0
CD
z
Q
a
No 0 a r �
I
a
H TE
Hill
D4JIFVM
A"1E
C %15
4
PK E PC
04""
F"W
OKI04T
C:
S
r
Sr
2050
S CYLI614T.
12
WM6
ROOF @RACKET TIM. -
SEE DETAIL THIS SHEET
SHINGLE SIDING, TYR
2x5 SILL FV
Ix4 STOOL -
ELEVATION NOTES
I. PROVIDE CaMMOUS METAL 6UTTERS
TfPICAL.
2. PROMS ROOF VENTS PER IRG
56CTION R8O6J TYPICAL.
3. PROVIDE GALVANIZED SIFT METAL
FLAMM6 AND COUNTER nASHN6 AT
ALL ROOF FEMIRATIONS MCLUDI46
CMMI'EYS.
4. RIEFER TO SECTION RIOM IRC. FOR
C+Ilfw Y CONSTRIXTIO .
5 PROVIDE MAIMA- STRIPPING AT ALL
DOORS ALP F INDOM CAULK ALL
JOWLS AND PEMIRATIOM IN EXTERIOR
WALL.
6. Oft" TO M SVPFIORTED Wr STEP.
LINTELS AND SHALL NOT BEAR ON VOW
1. PIMSHLV EXTERIOR 6RADE TO SLOPE
AWAY MWM WLDM AT A SLOPE OF AT
LEAST 2% FOR A MNIMIM OF 5 FLEET.
D. POST APPROVED MSS OR ADDRESS
ON THE MMUN6. ADDRESS SHALL BE
PLAWY VISE AND LEGIBLE FROM THE
STRLMT FR0NTM6 THE Vytm JN6.
2' -0'
I' CHAMFER
I
4 1/2' O
CZPAFk n
TYP.
EDAR -
SGALE:I' =1'-O' n r U
ROOF BRACKET
!L-
i COMP.
I SmN5LE5�
T.O. PLATE -
r34 T.O. guan00R
li TO. PLATE
WA E I M V /AT�I;U�N'
TO. SUM-om
s
MWT AND
CAMTILEYER-
BRACKET, TYR
Ix4 GOR M
TRIM, TYP. -
STT YENEM
ftECENM
Off OF TWW"
poW COUEP
1 f
z
00
e
o
VRAFTM-
A 6AYLE
DAFT.
00r10�4
ME A
04i0"-.jo
1 MOW �r
04
6UTTEK TYP.
Sb
2050
SKYL16HT
T.O PLATE
Ix4 TRIM,
TYP.
1
6' HORIZ.
LOW SIDING,
'Mp.
TO. 5118E
T.O. MATE �
O
�5TRAI6HT
COLUMN, TYR
NI
T
6:12
RMEWED FOR
CODE COMPLIANT
�DODASI�}
DEC 16 21005
a6f i T U K Wi1Zi
[11 Irl tivl �., ...r,�•�� .
1 T i 'iCif�L -
SEE DTAIL
THIS SHEET
& S im IN
A RETURN
: TYPE
W �I RI�� \ /l�Tiil(�l�l md
-------- I------------------------------------------ - - - --L
SC/LE , V4• - I'-O'
SCALE , 1/4 I'-O•
5GAL� . V4• s P-O"
r
6LAZIN6 SGHEMLE - PL 201 OA/2
LOCAT
K*&r.
Mom
FRAM
NO.
A
H
AREA
6AS
AIR
L E
U-VA .
TOT
nook S. d.
summit
_
86'70
1
5.00
6.67
33.33
air
I/2
no
0 .330
11.00
transom abv_ s- d.
summit
8690
-yLn9i
- vyx#
1
5.00
1.00
5.00
air
1/2"
no
0320
Ib0
famiN double vent
_ summit
summit
8650
VINI
1
8.00
6.00
46.00
air
1/2"
no
0.350
16.80
foml double vent
8650
vVqI
1
6.00
2.00
16A0
air
1/2"
no
0350
5.60
p onder sh.
summit
8680
Vinyl
1
2.00
4.00
6.00
air
U2"
no
0.350
2,80
_
Ontr4 sldei t
summit
86?0
vLnqI
2
125
5.00
12.50
air
1/2"
no
0.320
4.00
an transom
it
8630
v I
1
6.00
1.00
600
alr
1/2"
no
0.320
!92
nook $I&
1t
8650
vinyl
1
5.00
6.00
30.00
air
1/2"
no
0.350
1050
rristr bath sldr
summit
8650
v . 1
1
5.00
250
1250
air
1/2"
no
0.350
4.98
mstr bath fixed
Summit
8690
vLmql
1
250
2.50
625
air
1/2"
no
0.320
2.00
_
mstr bdrm dol. vent
Summit
vvqi
1
8.00
5.00
40.00
air
I/2"
no
0_550
1400
stairt4a fixed
summit
_8650
"s0
v ±ql
1
2.00
4.00
6.00
air
1/2"
no
0.320
256
fixed alcove entr4
Summit
8690
vyql
3
200
2.00
1200
air
I/2"
no
0.3200
3.84
bdrm-4 sldr
Summit
8650
VINI
1
5.00
4.00
20.00
air
U2
n0
0250
1.00
bdrm -3 sldr
summit
8650
v I
1
500
400
20.00
air
1/2"
no
0.350
1.00
berm -2 sI&
Summit
8650
vkql
1
5.00
1 4.00
20.00
air
I/2"
no
0.350
1.00
WINDOW TOM.
Iq
102.00
6LAZIN& SUMMARY
total finished area
joch - 42Tdor
86053
122 933
1644
S.F.
total glax
W.H.
sons
Pir Insulation:
90939
S.
total u.a.
wd . V
®
Max q!5ykiq allowed As
Flat cell /attics
0 / /
• •
• •
.
Ib,I6
I •
w ay,
150
cfm
no
O.'3�i4
LA N11W
50 cfrm
- rattone/eg
nuto"/
t80
62
cfm
80
cfm
no
n/a
6LAZIN& SUMMARY
total finished area
joch - 42Tdor
86053
122 933
1644
S.F.
total glax
W.H.
sons
Pir Insulation:
90939
S.
total u.a.
Vaulted cell
R 38
Max q!5ykiq allowed As
104 .40
Flat cell /attics
% of lax
1gTc4•jEN
100 cfm
Exterior walls
Ib,I6
As
AV& U-V.4.
150
cfm
no
O.'3�i4
LA N11W
EXHAUST VENTILATION SYSTEM
SOW68 9eedlfla exhaust ventilation
025
05
joch - 42Tdor
86053
122 933
cfm -sett
LOCGATM
MIK
MANJF.
MOD.
GFM
X
GFM
ing I
W.H.
sons
Pir Insulation:
Opt ion m"ber
IV
Vaulted cell
R 38
Max q!5ykiq allowed As
21.00
Flat cell /attics
R-38
1gTc4•jEN
100 cfm
Exterior walls
qtI5O
115
cfm
150
cfm
no
n/a
LA N11W
50 cfrm
- rattone/eg
nuto"/
t80
62
cfm
80
cfm
no
n/a
POWDER
'100 cfm
nutono/eq
qtI50
115
cfm
150
cfm
s
15
MSTR 13ATH W.G.
50 cfm
rAito"log
0
62
cfm
80
cfm
no
n/a
MASTER BATH
50 cfm
nutone/ag
qkeo
62
cfm
80
cfm
no
n/a
MAIN BATH
100 cfm
mione/
tl50
115
cfm
150
cfm
We
1.5
"40L.E H0U9E EXHAUST VENTILATION SYSTEM
Combined use of source specific fens as indicated above.
Fans indicated clove as being 7N,H.' (Role House). are to be cormected to on approved 24 hour Wer.
VVSEG C44EC CLIST TABLE 6 -2 2Xb WALL
ELECTRIC RESISTANCE
CRAFTIM
csm
OTHER FUELS
X
CHAPTER 6 FRESGRIPTIVE
X
CHAPTER 5 TRADE -OFF
Pir Insulation:
Opt ion m"ber
IV
Vaulted cell
R 38
Max q!5ykiq allowed As
21.00
Flat cell /attics
R-38
PIr lazlnq %
16.46
Exterior walls
R -211
Max. glazing u -valve allomed
0.650
House/ common realls
R -21
!az u -value
0.344
Floors over urheated spaces
R-30
Moot. door u -value allorsed
0.400
Slab lmeter
R -10
Proposed door u.-value
0.3q0
Ducts In urheated sp=as
R-6
ROOF CONSTRUCTION
• " MT INYERY'IOWEN
• SOUP SHEATH NO
• GEILIN6 JOISTS PER PLAN
• R GATT OR BLOYtHN INSULATION MIN.
• 6AS HEAT
• 5/8' 6YP%" WALL BOARD • MLIN&
Y4ALL CONS TRUCTION
• SIDINS FM ELEVATIONS
• 158 E ULDIN6 FAFER
• W GDX PLYWOOD SNEAMN6 (OR E WN1.)
* Z6 S?11D3 AT * 0.0.
• R -21 BATT IN5tX ATIM WITH V.S. FACE STAPLED.
FLOOR CONSTRUCTION
FINISH FLOOR PER PLAII�a
• 314' T46 PLYWOW 6UW AND NAILED
• FLOOR JOl5T9 PBR FLAN
•
it-So BATT ols"TION I +W OVIM %*l ATED AIMAS
! G1�R 6RRASM * GR 9P� 901575
• 6 MIL BLACK VAPOR BARRM
1
TOP OF PLATE
T.O. SUBFLR
DISULATION BAFFLE
\.-ROOF 7'R.ES
R 9b FULL 131.0m 024' O.G.
INSULATION, TYP.
2
TOP OF PLATE
Of
11'7/8* TJI/WO PRO O 14.2 O.G.
1W R -30 GATT. IWSMATION
LINE OF SLR. LEYOW
4' CONCRETE SLAB
O/ 4' 6RA ELACK FILLL�.
6:12
5:12
ALL
TOP OF PLATE
STANDARD
a 24" 0ja W/
R-38 FULL MA"
WCWLATiOK TYP.
2x6 STUD W/
R -21 INS MAIL
2x& 0 O
TYP.
T.O. SUBFLR
TOP OF PLATE
2Xb STUD W/
R -21 INS. MIN.
2x10 MOOR
"Ws a
24' O.C. W/
R-30 INS. MIN.
T.O. SLR.
O
ill
2x10 FLOOR .JOISTS DOUBLE .JOISTS
a 18" O.C. w PER PLANS
WaO VATT. ReL4-
IZ
TT16
/wr 6M. •
ALL WALLS TYP�
O
in
OFEN TO
FAMILY
BEYOND
_ X 01 61 MIL 9L.AGK V.
HALL TO /
0.
11 7/S" TJUPW 550
O K r O:G. W/
M -30 BAM
116t)LA
EEAMt PER PLA45
MAN& R100�
KIT10EK4XNM BEYOH
rM
r
0
(D
z
J
L
OG a
4
O �r-
� a#
i
IMEWED �R�
CODE�OMPl HCE
6
DEC 16 20
CRY
�, 111 nTt►1
T.O. enj;L
TOP OF PLATE
T.O. star-L91.
FOOTM er'Y4:*V Tir b «AW WACZ =�
- �. i .mow
-------------- - - - - -- Z 6 M1. BL.ACK VB
�.f . .
L �
o o
CRAFTIM
csm
PAvM
G
raw
FIX 6R NM �� :�•
STRUCTURAL NOTES
ALL MATERIALS AND ti.104R+CMANSHIP SMALL C 14FORI'M TO THE REQUIREMENTS OF T14E °wMi
DRAWINGS, SPECIFICATIONS. AND T14E 2003 INTEfs'NATIONAL. BUILDING CODE.
APPLICABLE CODES AND STANDARDS
AMERICAN CONCRETE INSTITUTE - ACI 315ACI 310ACI 301, ACI 301
AMERICAN INSTITUTE CF STEEL CONSTRICTION - SPECIFICATION FOR THE DESIGR
FABRICATION AND ERECTION OF THE STRUCTURAL STEEL.
AMERICAN WELDING SOCIETY - AtWIS STRUCTURAL WIELD
ING CODE.
STEEL STRUCTURE PAINTING COUNCIL - SSPC STEEL STRUCTURE PAINTING MANUAL.
U.S PRODUCT STANDARDS - PS - 1- 14. l LATEST ADDITION )
INTERNATIONAL BUILDING CODE (IBC), ( 2003 EDITION ).
NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTI?U.iCTION (NDS) - ( 2001 EDITION )
WESTERN WOOD PRODUCTS ASSOCIATION - WI )PA GRADING RULES FOR LUMBER AND
PLYWOOD
CABO NER - 212 PNEUMAT OR MECHANICALLY DRIVEN STAPLES, NAILS, P -NAILS AND
ALLIED FASTENERS.
STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE LATEST EDITION OF THE ABOVE CODES AND
STANDARDS. CONTRACTOR SMALL COMPLY tWATH THE LATEST EDITION OF THE ABOVE CODES
AND STANDARDS. STRICTURAL DRAWINGS SHALL BE USED IN CCNJUNCTICN WITH
ARCHITECTURAL DRAWINGS FOR BIDDING AND CO*ISTR UCTIOK. CONTRACTOR SMALL VERIFY
DIMENSiONNS AND CCNDITiON5 FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY
DISCREPANCIES PRIOR TO CONSTRUCTION. DRAWINGS INDICATES GENERAL AND TYPICAL
DETAILS OF CCNSTRIGTIOR WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF
SIMILAR CHARACTER TO THE DETAILS SHOU011MILAR DETAILS OF CONSTRUCTION SHALL BE
USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE ENGINEER OF THE
RECORD.
INSPECTION REQUIRED PER UBC SECTION x...3.10 AND SECTION 1101. M ADDITION TO THE
RECAARED INSPECTION$ BY BUILDING DEPAR'T'MENT OFFICIALS.
CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SHORING FOR THE STRUCTURE AND
STRUCTURAL COMPONENTS UNTIL ALL FINAL C01I NECTIONNS 14AVE BEEN COMPLETED IN
ACCORDANCE WITH T14E PLANS
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REGAARED SAFETY PRECAUTIONS AND THE
METHOD, TECHNUIGIUES, SEQUENCE$ OR PROCEDURES REQUIRED TO PERFORM THE WORK
CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN UMTINNG TO TIE ARCHITECT OR
ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CCNSTRUCTIOR CHANGES SHOUN ON
SHOP DRA A4G5 ONLY WILL NOT SATISFY THIS RECUIREMENT.
ALL STRW,RCTURAL SYSTEMS Will" ARE TO BE COMF'OSED.OF CCMPONEITS TO BE FIELD
ERECTED SMALL BE SUPERVISED BY THE SUPPLIER DtIRING MANUFACTURING, DELIVERY,
HANDLING, STORAGE AND ERECTION M ACCORDANCE WITH INSTRUCTION PREPARED BY THE
SUUP'L.IER.
DESIGN LOA05
ROOF LIVE LOAD 25 P.S.F. (SNOW FACTOR 16 =1.0)
DOOR LIVE LOAD 40 PSF.
STAIR 4 CORRIDOR LIVE LOAD 60 PSF
WIND SPEED 85 MPH, EXPOSURE "B', Iw =10
EARTHQUAKE ku ■L0, SEISMIC USE GROUP ■ I, SITE
CLASSIFICATION = "D`, SEISMIC DEEM
CATEGORY D, R ■65
BUILDING OCCUPANCY CATEGORY -11
SOILS
UNLESS A SOILS INVESTIGATION REPORT BY A QUALIFIED ENGINEER 15 PROVIDED BULL
FOOTINGS AND FOUNDATIONS SMALL BEAR ON SOLID , UNDiSTLURBED FIRM NATURAL EARTH OR
CX;MPACTED $OIL OF 2000 PSF BEARING CAPACITY AT LEAST 18' BELOW LOWEST ADJACENT
FINISHED GRADE AND i OF ORGANIC MATERIALS FOOTING AND FOUNDATION EXCAVATION
SHALL BE FREE OF LOOSE SOILS, sLOUGHHS, DEBRIS AND FREE WATER AT ALL TIMES.
FOUNDATION St FPORTED WOOD SHALL EXTEND AT LEAST 6" ABOVE ADJACENT FINISH
GRADE_ FOUNDATION WALL BAC KFILL SMALL BE PLACED SIMULTANEOUSLY ON BOTH SIDES OF
THE WALL. PROVIDE 4' PERFORATED PIPE FOR ( AS REQUIRED ) DACE DRAINAGE.
ALLOWABLE SOIL PREP 200 PSF ASSU'ED
ASSUMED EQUiV PRESSURE 35 PCF CANTILEVER WALL
96 PCF BASEMENT WALL
ASSUMED PASSIVE PRESSURE 200 PSF
CONCRETE AND REWORCWG STEEL
NEW ,CLEAN AND FREE FROM DIRT - CONCRETE REWORCING STEEL SHALL. CCIrFORM TO A57M
- A615 -16A, GRADE 40, (r -40~ PSD FOR *' 4 BARS AND SMALLER, GRADE 60 (N- 60AE10
PSI) FOR BARS 0 5 AND LARGER RERFORCINCs SHALL BE CONT&WODUS WITH ALL SPL ICE$
STAGGERED. PROVIDE ELBOW BARS TO LAP HORIZONTAL BARS AT ALL CORNERS AND
INTERSECTIOR PROVIDE ALL HORIZONTAL BARS WITH V -6" X 2 6' CORNER BARS OF THE
SAME SiZE AT ALL CCRINERS AND 1!!ALL INTERSECTIONS ALL STEEL SMALL BE ACCURATELY
LOCATED IN TIE FORMS AND SECURED BEFORE AND DURING THE PLACING OF THE CONCRETE
BY THE FORM[ TIES ADEQUATE TO PREVENT MIINFORCU" MENT DISPLACEMENT DURING
COtNSTfiUCTION, PROVIDE CORNER BARS TO MATCH: HORIZONTAL RE , WERE A
CCNCRETE WALL END DOES NOT INTERSECT ANOTHER WALL, HOCK HORIZONTAL BARS 90
DEGREES AND PROVIDE A (6) BAR DIAMETER EXTENSION. AT WALLS LAP VERTICAL
REINFORCE! - ENT 48 DIAMETERS WITH FOOTING DOUELS WELDED WIRE FABRIC SMALL COWOR M
TO A5714- 185. LAP FABMC 1'-O' MINIMUM AT SPLICES, LAP BAR REIIFORCI NG 30 DIAi'ETER$
WITH MINI" IS LAP. LAP ADJACENT MATS OF WELDED WIRE MESH C44E FULL MESH AT SIDES
AND ENDS REbNFORCMCs STEEL SHALL BE DETAILED (INCLUDING 1400K AND BEADS) N
ACCORDANCE WITH: ACI 315 AND 318 - (LATEST EDITION). MAXI11UIM AREA OF SLAB BEFORE
CONTROL OR EXPANSION JONT : 200 SQFT.
CONTRACTOR TO PROVIDE PLAN W/ LOCATIONS OF CONSTRUCTION 4 EXPANSION JOINT s
CCNiCRETE 5LA15 4 TO ARCH. FOR REVIEW PRIOR TO INSTALLATION.
CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF Cc AS INDICATED BELOW. CONCRETE SHALL
COFCR''M TO AMERICAN CONCRETE INSTITUTE STANDARD 301, 'SPECFICATICNB FOR
5TRUICTURAL- CONNCRETE FOR BUILDING ". AN AIR ENTRAINNKs ADMIXTURE CCW TO U18C
STD 26 -S SMALL BE ADDED TO ALL CONCRETE EXPOSED TO EARTH OR WIEATIE.R' PROVIDE
5% - ro ENTRAINED AIR MAXMIJ"L MAXI1JI SLt3 - iP SHALL BE 4' AT TIME OF PLACING.
MINN SAC" OF
COMEENT PER SPECIAL NUSP. _
- -- f-------- - - - -C7 OF C---- ----------- ---- -- � - -� ------------ -- - �- F ---------------- - - - - --
25" 5
NO SLAB ON GRADS 4 FOUNDATION
A CONCIRETE DESIGN MIX MAY 15E SU.BM1ITTED FOR APPROVAL TO TIE AwcCRITECT ¢RICR TO
t6E AS AM ALTERNATIVE TO THE CEMENT CCW0 T NNOrED A80VE.
CCRvCRE: E PROTECTiCH !COYER) FOR REINFORCM STEEL SHALL BE AS FOLLOU:TS:
FOOTn3S AND OTHER UNFCfF&W SURFACES, EARTH FACE s'
Frgd"cD 54,'RFACES EXPOSED TO EARTH OR UEATI -ER
( SAES OR SMALLER) E 112'
lYo BARS OR LARGER 2'
SLABS AND WA~L5 (N—M R1OR FACE) 3/4"
ALL FRAMING; TO COMPLY WITH iBC CHAPTER 21 NAIL SIZES AND SPACING TO CONFORM TO
IBC AND NDS (LATEST EDITIONS). ALL TIMBER KiLN DRIED. ALL GRADES SHALL CONFORM
TO ' WU PA' GRADING RULES FOR WESTERN LU'MDER ,L.ATEST EDITION. BOLT HEADS AND NUTS •
BEARING WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL NAILING NOT NOTED
ON DRAWINGS SHALL C X -4TORM TO UBC TABLE 2304AL
FOMNDATiON PLATES SHALL BE BOLTED TO THE FOIUiNDATiON WiTH NO LESS THAN 5/8' NOMINAL
DIAMETER STEEL BOLT EMBEDDED AT LEAST 10" INTO CONCRETE AND SPACED NO LESS THAN
48 " APART. THERE SHALL 13E A MINIMUM OF TWO BOLTS PER PIECE AND WITHIN 12" FROM EACH
END.
AT SAWN TIMBER JOIST AREAS : PROVIDE CROSS - BRIDGING PER IBC DIV. IiI AND NDS, SOL ID
BLOCKING AT BEARING POINTS. I MOCK AT POiNT LOADS - INSTALL BLOCKING WITH GRAM
ORIENTED VERTICALLY. SEE 15 2 Q). PROVIDE DOABLE JOISTS UNDER PARTITIONS
PROVIDE SOLID BLOCKING OVER BEARING WALLS AND BEAMS. PROVIDE SOLID BLOCKING UNDER
PERPENDICULAR WALLS (USC. 232085) POST AT SPLICE FOR CONTINUOUS BEAMS (CRAWL FRAMING)
USE 6X4 DF 'PI.
BEARING WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND DOUBLE TOP PLATE.
END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD WITH (2) Ibd NAILS. FACE NAIL
DOUBLE TOP PLATES MATH Ibd NAILS AT 10 INCHES CH CENTER LAP AND FACE NAIL PLATES WITH
(2) Ibd NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MMIMUM 48
INCHES FACE NAIL BOTTOM PLATE TO FLOOR JOISTS OR 2x SOLID BLOCKING WITH (2)16d NAILS
(FOR SHEAFMALLS - SEE SCHEDULE AND NOTES) PER UBC TABLE 2304.Sl NOT LESS THAN 3
STUDS SHALL BE INSTALLED AT EACH GORIER OF AN EXTERIOR WALL. LAP EXTERIOR SHEATHING
CONTINUOUS ACROSS END STUD OR PERPENDiCULAR WALL.
NON - BEARING WALLS SMALL BE HELD AtUAY FROM THE TRUSS BOTTOM CHORD WITH
APPROVED FASTENERS TO INSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR CH THE WALL.
ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLAN SHALL BE 4 X 8 DF.O 2
WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENING 4' -O' OR LESS AND TWO CF?jPPLE$
AND ONE 57W FOR OPENING MOM THAN W -O" WIDE.
WMNDCW OR DOOR OPENING END STUDS CALLED CUT ON PLANS ARE AS FOLLOWS:
(U 2X = (1) TRIMMER PLUS 1 KING STUD.
(2) 2X = (2) TRIMMER PLUS I K s STUD.
(3) 2X ■ (3) TRYrMER PLUS L KING STUD.
NAIL STUDS W/ (2) 164 O 8 OTC FOR DOUBLE STUD AND
(2) 16d O 8" O.C. EACH SIDE TO THE CENTER STW.D.
ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO STUDS, SPICE LAMINATED
COLUMNS TOGETHER WITH Ibd * 6' O.C. STAGGERED.
- STRUCTURAL TIMBER
2x FLOOR AND ROCF JOISTS HEM -FIR #2 Fb • 860 iPSI
4x BEAMS AND HEADERS DOUG- FiR/LARCH rt Fb = 815 PSI
6x BEAMS AND HEADERS DOUG- FiR/LARC 4 6 2 Fb ■ 815 PSI
COLUMNS DOUG- FiR/LARCH rl Fb _ !300 PS
- GLUED LAMINATED TLM3ER
LAMINATED TINIER SHALL CORM TO AITC STANDARDS Ill. EACH MEMBER SMALL BEAR AN AITC
IDENTIFICATION MARK AND SMALL BE ACCOMPANIED BY AN AITC CERTIFICATE OF COtfCF3 MANCE.
STRESS GRADE COMBINATION - SINGLE SPAN 24F -V4/DF (Fb = 2400 PSI, Fv = 1°!0 PSI MNJ
STRESS GRADE COMBINATION - CANTILEVER 24F -V80F (Fb ■ 2400 PSI, Fv ■ 190 PSI MR)
STANDARD CAMBER (3500 FT. RADIUS)
ONE COAT OF END SEALER SHALL - BE APPLIED Lh'Y'"IEDIATELY AFTER TRIMMING N EITHER SHOP
OR FIELD.
- LAMINATED VENEER TIMBER
ME TMBERSTRAND Fb = 2250 PSI Fv = 285 PSI
2-0E !U9 PARALLAM Fb ■ 2900 F rH Fv = 285 PSI
ROOF FRAMING - PROVIDE COWO41CUS BLGGKWx FOR RAFTERS AT THE SUPPORTS AND CROSS
BRIDGING AS REQUIRED. PROVIDE BLOCKING AND BRIDGING FOR TRUSSES PER ROOF TRI5SE5
MANLFACTURER REQUIREMENTS
'POST DOWN" - PROVIDE MIN. 6X4 DF N WITH ACE SiMPSON POST CAPS POST TO TOP BEAM
AND POST TO POST OR STUDS OR BEAM BELOW (USE ACIACE 1NVERTcD).
PLYWOOD /0515
PLYWOOD SHEATHING SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF VS.
PRODUCT STANDARD PS -1 FOR SOFTWOOD PLYWOOD'. EACH PIECE SMALL BEAR THE APA
GRADE TRADEMARK OF THE APA. PLYWOOD ROOF, FLOOR AND WALL SHEATHING TO BE APA
RATED SHEATHING PER UBC STANDARDS, UNLESS NOTED 0MM W15E:
ROOF SHEATHING 5/8" CDX (OR 1/16 058 ) APA RATED' PLYWOOD ( 32116) LAY UP WITH MIN"JM
US" CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING - SEE SHEAR SCHEDULE.
FLOOR SWE -ATHNG 3/4' COX APA RATED PLYWOOD (4844) NAILED AND GLUED. ADHESIVE
SHALL CONFOF M TO APA SPECIFICATION AFG 0t PRO'11DE TUG EDGES AT LONG PANEL EDGES.
NAILING - SEE SHEAR SCHEDULE
ROOF CONSTRUCTION: (C - IPOSITiON OR CEDAR - PLYWOOD)
1/16 OSB SWG w/15 FELT v/LX4 SOLID o OiIERHIANCs5
NAIL PER ROOF SHEAT14M SCHEDULE (TYP. UNLESS NOTED OTHERBASE)
ROOF CONSTfd..CTiCPI: d iaaER ROOF TiLE - PLYWOOD)
MONMR ROOF TILE ON SPACED CEDAR DO BATTENS
518" OAD (3 2/16) SHTYs uN30* FELT oAX4 SOLID • OVERHANGS
UNBLOCKED v/FACE GRAIN
TO FRAMING BELOW, STAGGE - R END JOISTS NAIL
BIER ROOF SHEATHING SCHEDULE (TYP. UNLESS NOTED OTHERWISE)
ALL WOOD PLATES AND BLOCKING; N DIRECT CONTACT WITH CONCRETE SHALL BE
PIE- TREEATED WITH AN COVED PIE5ERVAT iVE.
EXTERIOR WALL CONSTRUCTION:
6NLE55 OTHERINSE. NOTED.
SIDING PER ELEVATION OR BRICK V9NE" PEER SEC. 3006 (B) ON
BWLDWG PAPER PER IBJG 94 -4
W SlEATI4INCi - SEE PLANS FOR SWEAR WALL NAILM
2 STUDS * 16 OJC.
INStLATiCH u4*VA PAINT 4 V APOR BArd; IER - 5£E ARCM11TECTUIPAL PLANS
1/2' 4&10B PER 2003 18C TABLE 2306.45 UNLESS NOTED OTH IE-S W SE
MISCELLANEOUS
MAS0 4RY BRICK VENEER SMALL BE ANCHORED TO BACK 24G WALLS PER THE UBC LWH
lox" GAUGE GALVANIZED SWEET METAL ANCHORS MBM3•'Kn ANiCHOR TIES SMALL M SPACED
$O AS TO SUPPORT NOT MORE THRANM TWO SQUARE FEET OF WALL AAA. ANCHOR TIES SHALL
BE SPACED 140 HCRE TR44 24' OTC HORIZONTALLY.
NOTATICHS CH GRA.:A G5 RELATaYs TO 1- :?i�."w�'iG- CLIPS, JOIST MANIGERS AND OTI`eR
C01*ECTCRB 1* FACIW�D BY THE SIMP<SON 5TRO - -TIE C4t:)rPA,�iY.
ECUIVALENT GEViCES BY OTHER MArAFACTU�.RS MAY PIE St;I3 -TRTUTED,
PROVIDED THEY 64AVE ICSO APPROVAL FOR ECUAL LOAD CAPACITIES.
A5B'i�vIATION5
A,3
ANCHIOR BOLTS
1 Ec
EACH :SAY
ALT
ALTeR 7E
EX i
EXTER!m
SL.IC!s
(BLOC NG
:A
FRs:?'i NG A1`44 40q
1%
IBOtMARY Ni '.!L - SE.
FIDN
fGU�ATION
V ALLOWABLE
H,CR ZOI+.'T•._ v '.t:PFFt:�GY
I Fj
FLOOR . 045:
Be'�s
EEARiMG-
=S
FAR SACDE
08L
VOU13LE
FTcs
FGOTWG
OF
IDOUCaLAS F4WLARC14
GA
6AUGE
VIA
VRAMIEq
GAL
G4L
E
EEGST" s
GLS
GLUED LAi" UWMA T ED 13E,421
EA
EACH
HDR
HEILDEQ
E
EACH FACE
MGM
HAW -IER
EIWcE
IEI''EE - cri"F T
W.ST
HE6644T
04
EFXsE NAIL - SAM VERTICAL
F
N150=5 FACE
SM
4 HORfZCISTAL 0:A.cW1k4GM[
1 JST
1 - JOIST
EQ
ECUAL OR EdUVALENT
INT
NTERICR
ES
EACH SDE
MAX
P AXvium
I
I/1' CAB ONE SiDE
ssd COOLER
1
0
G
G
O
•
a
i
s
r
f
TYPICAL SWEAR NOTES:
1) ABOVE ALLOWABLE SWEAR CAPACITIES APPLIES FOR 2X FRAMING
SPACED NO MORE THAN W6" OTC. (W OR BETTER)
2) WHERE APA SHEATHING 1$ APPLIED ON BOTH FACES OF A WALL AND
NAIL SPACING IS LESS THANN, 6" OTC. ON EITHER SIDE, PANEL
JOINTS SHALL BE OFFSET TO FALL CN DIFFERENT FRAMING
MEMBER OR FRAMING SHALL BE 3X NOMINAL AND NAILS ON EACH
SIDE SHALL BE STAGGERED.
INHERE ALLOWABLE SHEAR VALUES EXCEED 350 PLF (MAIL SPACING
3" OR LESS OR SWEAR WALLS WITH PLYWOOD APPLIED ON EACH SIDE
OF STUD WALL) FOUNDATION SILL PLATES AND FRAMING FOR PANEL EDGES
SHALL BE 3' NOMINAL. NAILS SHALL BE STAGGERED. (SEE DETAIL 0 31)
3) ALL SHEAR WALLS SMALL COl'FORM TO UBC SECTION 23 REQUIRMENTS.
NAILS FOR OSS SHALL BE 8d (UROJ COMMON NAILS l8d SHALL HAVE A
0.131" DIAMETMA. APPLY NAILING: TO ALL STUDS, TOP AND BOTTOM PLATES,
AND BLOCKING.
4) ALL EXTERIOR WALLS WITHOUT A DESIGNATED 51-1EAR -WALL
NAiLMG SHALL BE PAPA RATED SHEATHING OVER 2X STUDS 's fro"
OJC. WITH 8d COMMON NAILS * 6" OJC. AT SHEATHING PANEL
EDGES AND 12" O:C AT INTERMEDIATE FRAMING MEMBERS.
SHEATHING PANEL EDGES SHALL FALL ON 2X STUDS.
5) ANCHOR BOLTS SHALL BE STANDARD "J -SOLT' WITH A 4d
RETURN, OR A STANDARD "L- BOLT" WITH 12d EXTENSION.
ANCHOR BOLTS SHALL BE A 36 STEEL OR BETTER MINIMUM
CONCRETE SIDE COVER SHALL BE 2" WHEN EXPOSED TO UEATI ER,
3" WHEN EXPOSED TO EARTH. (UB.G C4V4PTER IS 4 23)
ALL ANC 4OR BOLTS SHALL HAVE MIN. 2" THiCK PLATE WASHERS.
AB PLACEMENT NOT MORE THAN 12' AND NOT LESS THAN 1 BOLT
DIAMETERS FROM EACH END OF EACH INDIVIDUAL FOUNDATION
SILL PLATE
6A) SHEA aIIALLS PARALLEL WITH FRAMING
- PROVIDE $HOLE JOIST BELOW 4 TOP OF SHEARWALL
- FOR SHEARlW1ALLS WU1 PI - 2, P2 -4, P2 -3 t P2 -2 PROVIDE DOUBLE
JOIST BELOW t TOP OF SHEAR WALL
68) SWEARI ALL5 PERPIDOKIILAR TO FRAMING
- PROVIDE MIN. 2x SOLID BLOCKING BELOW 4 TOP OF SHEARWALL
• FOR SHEAiRUNWAL.LS W/ PM -2, P2 -4, PZ -3 4 P2 -2 FIWViDE DOUBLE
SOLID BLOCKING BELOW 4 TOP OF SMEARWWWALL
1) DO NOT OVERDRIVE NAIL INTO SHEATHiNG. FASTENERS SHALL BE
DRIVEN FLUSH OATH SURFACE OF SHEATHING.
b) NAIL 2X4" OR 2X6■ SOLE PLATES MINNIMU111 W/ Ibd AT 12' O-C (UH0
FOR OTHER NAILING SEE SHEAR WALL SCHEDL LE.
S) ON EXTERIOR WALLS SHEATHING SHALL LAP RUM JOIST ANC TOP PLATE.
10) DOUBLE ALL TOP PLATES AND LAP AT LEAST 4S" AT JOINTS tW
8-Ibd EACH SiDE ADD 1641 AT NOT OVER 12' OjC (MIN. NAILING PER t5jC
TABLE 2 30491) ALONG PLATE FOR EXTERMR AND MAN INTERIOR WALLS.
11) PROVIDE MINL TWO $TWOS AT HOLDDOIM LOCATION. 5E'c R"IAIWFACTtI E,r2'S
IEQURf31ENT6 AND DETAILS FOR EACH TYPE OF HIOLODOlIK STRAP AND
CONNECTOR FOR PROPER MTALLATi ;K DE ]BLOCKING v HOLDO N
BETWEEN STUDS • R11 OR !BLOCKING - SEE 1
0) 13 GAUGE STAPLES OR OJ31 DIAMR. P -NAILS CAM BE USED IN LIEU OF 8d
CCW4* * - ONLY FOR SHEAR WALLS UV MAX ALLOWABLE SHEAR LESS
THAN 350 PLF (DFJ AND 321 PLF (HFI VERFY WITH ENGSEER
13) FOR THE ABOVE SHEA•I4W" SCHEDULE - WHEN PANELS APPLIED
OVER I/2 OR 5)W GYPSUM SHEATNG INCREASE NAIL SIZE TO Uhl
TYP. FOR ALL SFEARi1lAL.L EXCEPT PI -3, PI -2, P2 -4, P2 -3 0'1UST
BE APPLIED DIRECTLY OVER FRAMING).
i4) ALTERNATIVELY A35 (SI EPSON CUP) CAN BE SUBS TIiUTED BY LTP-U
(SWIPSOW Ulf SAME SPACING FOR 'FLAT APPL.ICATK*t INSTALL LTP4 OVER
2x FRAMING FOR SNEARIIiALL PI -2, P2 -4. P2 -3 4 P2 -2 STAGGER A35 ON EACH
SIDE OF DBL IRA (COL BLKrs)
ROOF NAILING SCHEDULE (HORIZONTAL DIAPHRAGM)
TYP. ROOF SMEATww= 1/!6' OSB APA RATED swATHWG (24/0) EXP: I EXT. BC1!D
NERMA331, ROAM. LAY UP tW MINIMUM We CLEAR BE71IMEN PANELS TO ALLOW FOR
EXPANSION. NAILING SHALL BE 8d AT 6' Oa AT PANEL EDGES AND Do OTC. AT
I TERMEDiATE SU.PPIORTS. PROVIDE EDGE CLIP$' 24' OTC, AT ALL UNSUPPORTED
EDGES. ALLOWABLE DIAPHRAGM SHEAR - 190X0.93 =142 plf (SEISMIC) 245 pIP (WIi4D)
ROOF DIAITHRAGM 15/32' 2x FRAMWx - W.F. * 24 OTC.
TYPE NAILS DIAPHRAGM SUPPORTED BLOCKED BLK'Cs DESIGN
BOUN@3AR1ES EDGES ECGES V ALLOWABLE
(B N) (F N) (B E) SEISMIC WIND
RI Wd 6" OTC 6" OTC. 6' OTC. YES 269 PLF 310 PLF
R2 lOd 4" OJC. 4" OJC 4" OZ. YES 350 PIF 550 PLF
R3 10d 2$' Ot. 23' O:C. 6' OTC_ YES 590 FLIP 140 PLF
FLOOR NAILING SCHEDULE (HORIZONTAL DIAPHRAGM)
TYP. FLOOR SHEATHING: 314' COX TKs /IPA RATED PLYWOOD (481!4) NAILED AND
GLUED ADHESIVE SHALL CONFOM TO APA SPECIFICATION AFCs 01. PROVIDE TUG EDGES
AT LONG PANEL EDGES NAILING SHALL BE 10d AT 6' O-C• AT PANEL EDGES AND I®"
O,C AT INTERMEDIATE SUPPORTS. ALLOWABLE DIAP4%'R4GM SHEAR = 215X0.02 • m pIF.
FLOOR DIAPkVtAGM W2'
SWEAR WALL SCHEDULE (VERTICAL DIAPHRAGM) SEE SHEAR NOTES 1 -14
STD
SW
TYPE
HAAS
EN
FN
BLOCKED
AS
SN
FA
S
EDGES
EDGES
TOP 4 UJCTTCI`M
V ALLOWABLE
NOT TO SCALE
3
W
IL a.
(F N)
(B E)
TW
SEISMIC
WIND
F1
10d
6" OJC.
6' OiG.
6' OTC.
YES
J
J
J'
IOd
4" Or-
�FJ
4 O-C.
YES
390 PLF
530 PLF
F3
iOd
25' Or-.
25 OL,
6' OjG
YES
590 PLF
JQ(J
W
Hal
4
4
SM
SHEAR NAIL - SEE
Iul
wi
VERTICAL DIAPHUIWSPI
so
SHEAR WALL.
Tr
61 -1
I/1' CAB ONE SiDE
ssd COOLER
1
1
YES
5/8' *48"
16d *12'
i6d *12'
-
-
6i -4
5/8' GWB ONE SIDE
FOR �+
4
4
YES
5 /8"'48"
16d *10'
A35*36"
'bd *10'
104
62
62 -1
14 GMS 2 SIDES
6d COOLER
I
1
YES
5/8 " *48"
16d*6'
62 -4
5/8' CAD 2 SIDES
FOR 518'
4
4
YES
5/8' *48"
16d *5'
A35 *24'
16405'
205
104
PI - 6
'1/16. ONE SIDE
SIDE
0.1 PIA.K:Nd
01 3! 1 PIA.
6
D
YES
5/8' *3' -9"
16d *5'
A35 **"
164104`
338 PLF
241 PLF
PI -4
'1/16`
4
12
YES
5/8 " *3' - 4"
1641
A35 *12'
16d*2"
494 PLF
353 PLF
ONE SIDE
SIDE
DW.
0 0.13! 11 [>I&
M -3
We 0.9E E SIDE
014
NR
0 1 DIA
0.13! DiA
3
a
YES
3X SILL
3 X SILL
(2) (2)16d &4'
A35 *8"
(2) 164 * 4'
63'1 PLF
455 PLF
(2) RCM
0 4
O.S
'Me BL
ONE SIDE
8d COMMON
`
0131 DIA.
2
1?
YES
5/8" *2' -0"
3X SILL
(?) !641 &3+
A3506" OR
(2) A35012'
AD
833 PLF
5°5 PLF
D R
4
P2 -4
1/16" 0.,98. TWO
SIDES STAGGER
N
4
12
YES
5/8'&20•
(2) ROWS
A3" OR
5*5
(2) ROWS
"*3m
988 PLF
106 PLF
SWIG JOINTS
0131 DMA.
3X SILL
I6d *3
l2J A35*f0"
STACsC�D
W
VIOL. RIM
W tA
P2 -3
1/'b' OSB. TWO
SIDES STAGGER
3
1?
YES
+
Ibd*33
*4" OR
(2) ROWS
•
S
a PLF
910 PLF
swrG JOSS
0.131 D
3X SILL
(3) A35012`
STAGGERED
DBL RIM
P2 - 2
1/16" 008 TWO
SIDES 6TAG R
8d C4M ,
2
a
YES
Y
l2) R/Jtlia
(4) A35012'
(2) ROVA
PLF
1190 PLF
0131 DIA
3X SILL
3X SILL
16402
ST AGGERED
BRED
VOL
TYPICAL SWEAR NOTES:
1) ABOVE ALLOWABLE SWEAR CAPACITIES APPLIES FOR 2X FRAMING
SPACED NO MORE THAN W6" OTC. (W OR BETTER)
2) WHERE APA SHEATHING 1$ APPLIED ON BOTH FACES OF A WALL AND
NAIL SPACING IS LESS THANN, 6" OTC. ON EITHER SIDE, PANEL
JOINTS SHALL BE OFFSET TO FALL CN DIFFERENT FRAMING
MEMBER OR FRAMING SHALL BE 3X NOMINAL AND NAILS ON EACH
SIDE SHALL BE STAGGERED.
INHERE ALLOWABLE SHEAR VALUES EXCEED 350 PLF (MAIL SPACING
3" OR LESS OR SWEAR WALLS WITH PLYWOOD APPLIED ON EACH SIDE
OF STUD WALL) FOUNDATION SILL PLATES AND FRAMING FOR PANEL EDGES
SHALL BE 3' NOMINAL. NAILS SHALL BE STAGGERED. (SEE DETAIL 0 31)
3) ALL SHEAR WALLS SMALL COl'FORM TO UBC SECTION 23 REQUIRMENTS.
NAILS FOR OSS SHALL BE 8d (UROJ COMMON NAILS l8d SHALL HAVE A
0.131" DIAMETMA. APPLY NAILING: TO ALL STUDS, TOP AND BOTTOM PLATES,
AND BLOCKING.
4) ALL EXTERIOR WALLS WITHOUT A DESIGNATED 51-1EAR -WALL
NAiLMG SHALL BE PAPA RATED SHEATHING OVER 2X STUDS 's fro"
OJC. WITH 8d COMMON NAILS * 6" OJC. AT SHEATHING PANEL
EDGES AND 12" O:C AT INTERMEDIATE FRAMING MEMBERS.
SHEATHING PANEL EDGES SHALL FALL ON 2X STUDS.
5) ANCHOR BOLTS SHALL BE STANDARD "J -SOLT' WITH A 4d
RETURN, OR A STANDARD "L- BOLT" WITH 12d EXTENSION.
ANCHOR BOLTS SHALL BE A 36 STEEL OR BETTER MINIMUM
CONCRETE SIDE COVER SHALL BE 2" WHEN EXPOSED TO UEATI ER,
3" WHEN EXPOSED TO EARTH. (UB.G C4V4PTER IS 4 23)
ALL ANC 4OR BOLTS SHALL HAVE MIN. 2" THiCK PLATE WASHERS.
AB PLACEMENT NOT MORE THAN 12' AND NOT LESS THAN 1 BOLT
DIAMETERS FROM EACH END OF EACH INDIVIDUAL FOUNDATION
SILL PLATE
6A) SHEA aIIALLS PARALLEL WITH FRAMING
- PROVIDE $HOLE JOIST BELOW 4 TOP OF SHEARWALL
- FOR SHEARlW1ALLS WU1 PI - 2, P2 -4, P2 -3 t P2 -2 PROVIDE DOUBLE
JOIST BELOW t TOP OF SHEAR WALL
68) SWEARI ALL5 PERPIDOKIILAR TO FRAMING
- PROVIDE MIN. 2x SOLID BLOCKING BELOW 4 TOP OF SHEARWALL
• FOR SHEAiRUNWAL.LS W/ PM -2, P2 -4, PZ -3 4 P2 -2 FIWViDE DOUBLE
SOLID BLOCKING BELOW 4 TOP OF SMEARWWWALL
1) DO NOT OVERDRIVE NAIL INTO SHEATHiNG. FASTENERS SHALL BE
DRIVEN FLUSH OATH SURFACE OF SHEATHING.
b) NAIL 2X4" OR 2X6■ SOLE PLATES MINNIMU111 W/ Ibd AT 12' O-C (UH0
FOR OTHER NAILING SEE SHEAR WALL SCHEDL LE.
S) ON EXTERIOR WALLS SHEATHING SHALL LAP RUM JOIST ANC TOP PLATE.
10) DOUBLE ALL TOP PLATES AND LAP AT LEAST 4S" AT JOINTS tW
8-Ibd EACH SiDE ADD 1641 AT NOT OVER 12' OjC (MIN. NAILING PER t5jC
TABLE 2 30491) ALONG PLATE FOR EXTERMR AND MAN INTERIOR WALLS.
11) PROVIDE MINL TWO $TWOS AT HOLDDOIM LOCATION. 5E'c R"IAIWFACTtI E,r2'S
IEQURf31ENT6 AND DETAILS FOR EACH TYPE OF HIOLODOlIK STRAP AND
CONNECTOR FOR PROPER MTALLATi ;K DE ]BLOCKING v HOLDO N
BETWEEN STUDS • R11 OR !BLOCKING - SEE 1
0) 13 GAUGE STAPLES OR OJ31 DIAMR. P -NAILS CAM BE USED IN LIEU OF 8d
CCW4* * - ONLY FOR SHEAR WALLS UV MAX ALLOWABLE SHEAR LESS
THAN 350 PLF (DFJ AND 321 PLF (HFI VERFY WITH ENGSEER
13) FOR THE ABOVE SHEA•I4W" SCHEDULE - WHEN PANELS APPLIED
OVER I/2 OR 5)W GYPSUM SHEATNG INCREASE NAIL SIZE TO Uhl
TYP. FOR ALL SFEARi1lAL.L EXCEPT PI -3, PI -2, P2 -4, P2 -3 0'1UST
BE APPLIED DIRECTLY OVER FRAMING).
i4) ALTERNATIVELY A35 (SI EPSON CUP) CAN BE SUBS TIiUTED BY LTP-U
(SWIPSOW Ulf SAME SPACING FOR 'FLAT APPL.ICATK*t INSTALL LTP4 OVER
2x FRAMING FOR SNEARIIiALL PI -2, P2 -4. P2 -3 4 P2 -2 STAGGER A35 ON EACH
SIDE OF DBL IRA (COL BLKrs)
ROOF NAILING SCHEDULE (HORIZONTAL DIAPHRAGM)
TYP. ROOF SMEATww= 1/!6' OSB APA RATED swATHWG (24/0) EXP: I EXT. BC1!D
NERMA331, ROAM. LAY UP tW MINIMUM We CLEAR BE71IMEN PANELS TO ALLOW FOR
EXPANSION. NAILING SHALL BE 8d AT 6' Oa AT PANEL EDGES AND Do OTC. AT
I TERMEDiATE SU.PPIORTS. PROVIDE EDGE CLIP$' 24' OTC, AT ALL UNSUPPORTED
EDGES. ALLOWABLE DIAPHRAGM SHEAR - 190X0.93 =142 plf (SEISMIC) 245 pIP (WIi4D)
ROOF DIAITHRAGM 15/32' 2x FRAMWx - W.F. * 24 OTC.
TYPE NAILS DIAPHRAGM SUPPORTED BLOCKED BLK'Cs DESIGN
BOUN@3AR1ES EDGES ECGES V ALLOWABLE
(B N) (F N) (B E) SEISMIC WIND
RI Wd 6" OTC 6" OTC. 6' OTC. YES 269 PLF 310 PLF
R2 lOd 4" OJC. 4" OJC 4" OZ. YES 350 PIF 550 PLF
R3 10d 2$' Ot. 23' O:C. 6' OTC_ YES 590 FLIP 140 PLF
FLOOR NAILING SCHEDULE (HORIZONTAL DIAPHRAGM)
TYP. FLOOR SHEATHING: 314' COX TKs /IPA RATED PLYWOOD (481!4) NAILED AND
GLUED ADHESIVE SHALL CONFOM TO APA SPECIFICATION AFCs 01. PROVIDE TUG EDGES
AT LONG PANEL EDGES NAILING SHALL BE 10d AT 6' O-C• AT PANEL EDGES AND I®"
O,C AT INTERMEDIATE SUPPORTS. ALLOWABLE DIAP4%'R4GM SHEAR = 215X0.02 • m pIF.
FLOOR DIAPkVtAGM W2'
2x FRAMING - HIP. * 16" OTC,
STD
STANDARD
TYPE
HAAS
DIAPHRAGM
SUPPORTED
BLOCKED
BLOCCWCs DESIGN
STFF
519F04ERS
BOUNDARIES
EDGES
EDGES
TOP 4 UJCTTCI`M
V ALLOWABLE
NOT TO SCALE
Tw
(B N)
(F N)
(B E)
TW
SEISMIC
WIND
F1
10d
6" OJC.
6' OiG.
6' OTC.
YES
291 PLF
40 FLIP
1-2
IOd
4" Or-
4" OjC.
4 O-C.
YES
390 PLF
530 PLF
F3
iOd
25' Or-.
25 OL,
6' OjG
YES
590 PLF
830 PLF
TYPICAL NOTES FOR ROOF 1130CR DIAPHRAG` 16
WERE NAILS SPACED 25' AND LEIS FRAC'1B G AT ADJOINRNNG PANEL EDGES SMALL PEE
3x AND SHALL BE STAGGERED.
ROOF OR FLOOR PLYWOOD SHALL BE LAID W/ FACE GRAiNN PERPDVECU.AR TO
SUPPPORTS AND FOND JOINTS STAGGERED V -0". ALL PLYWUOOD SHALL BE INSTALLED PER
AMERICAN PLYWOOD ASSOCIAT14NS STANDARD&
WOLD DOWN SC:WEDULE:
A) SOLI BLOCKItNG RIM OR BLOCKING BETWEEN THE WALLS s MOLDOLN
LOCATION - SEE �TYP. ALL HOLDOIWNS. SHEAR PANELS MUST BE NAILED
TO RA DOIIIF * POST (STUD) WITH EN NAILWS PER SCHEDULE_
B) FINGER JOINED STUDS SHALL NOT BE USED AT ANY HIOLDOWN OR LATERAL
RESISTING STRAP LOCATION.
C) ALL HOLD -DOWNS REF = _.ICED MAN FACiURED 5y "SI MPSON
5TRCNCs - TIE C W PANY, INC' HOLD- OCUUN$ OF E0 1VALENT
CAPACITY BY OTHER (USPJ MAMFACTURERS MAY BE USED. ALL
HOLD-DOWNS SHALL BE INSTALLED PER LATEST
MAN UFACTUREWS SPECIFICATION (SWMCN CATALOG C- 2004)
SEE P'..ANS FOR LOCATION.
O HPAHDr- - E MBEDED IN CONCRETE,
NAiL TO (2) 2X STUD WITH 24 - N6d NAILS.
O z 0516 WLV (28) 8d TO (2) 2x STUDS ABOVE AND BELOW
(CLEAR SPAN PLUS 36' = TOTAL LENGTHZ PI WIDE 16'
(IMINO END LENW -R (FOR TOTAL LENGTH SEE PLANS)
O MST48 STRAP TIE - NAIL TO (2) 2X
STUDS ABOVE AND 15"r OiWI WW IrrI (46) !bd NXjLS.
O CMSTC* W (64)16d SINKERS TO (2) 2x STUDS ABOVE
AND BELOW (CLEAR SPAN PLUS 50' ■ TOTAL LENGTH).
PROVIDE 25■ 040 L&YsTN4. (FOR TOTAL LENGTH SEE PLANS)
PROVIDE SOLID BLOCKING * HOLOOWN5 AND POMT LOAD$ ABOVE. USE
O SAME SIZE AS POST OR MULTIPLE STUDS ABOVE FOR 8LO(GNG. UU,TENN
MIULTIPL.E STUD$ ARE USED, ORIENT G!?AN51ERTWALLY. (FOR 6XFs POST
ABOVE, USE 4XS POST BLOCKING • RIM).
O RM POST TO BOTTOM OF FLOOR PLYWW 0,,OD DIAPIRW.Ca`? PROVIDE
POSITIVE 4ITL. STRAP - MN. (2) CS16 -48 N AML OW ON Tl4£
CFPCSNG FACE OF THE OTHER)
FRO E SOLID BLOCKNNYs BETUE 4 TOP OF SEA 's Ai- BOTTOM OF
p
FLY WOOD * FLOOR DIAPHIRACiM - SE
Ae4BREVIATIO46 (CONT.)
M
PLAC 4I E BOLT
STD
STANDARD
MN
""Slum
5TCIR
STAGGER
MiSC
1' ISiCELLANEOIUS
STFF
519F04ERS
NIS
NEAR SiDE
T40
TOP 4 UJCTTCI`M
NITS
NOT TO SCALE
Tw
TpjC1QsE551TN1 <
OC
ON CENTER
TW
TC D AIL
co
OUTSIDE DIIA)"E MER!
TYP
TYPICAL
063
GR+EMED STRAND BOARD
JOIN
UNLESS OTHErr lTrc t Os= S
i yup
PLYWOOD
VERT
VERTICAL
PT
PRESERVATIVE TREATED
9x'F
GELDED WRE FABRIC
PW
PLATE WASHER
III
OTH
RE1kF
REbPORGErENMT
WIL+O
RUTH CUT
RECD
RECaUMM
Sa'a
59" M.AQ
SM
SHEAR NAIL - SEE
M
Q..
VERTICAL DIAPHUIWSPI
so
SHEAR WALL.
0
0
0
ST - EMeZD W CCNC. NAIL TO (2) 2x STUDS
WITH! (38) ibd NLALS AVOID ePALLNiG- OF V 0LEX - AJX
HDEA - U5E SST1528 W T H 24" M 3NR1U M1
EMBED rl'' NT, BOLT TO l3) 2X STUDS UtiITN
TIAREE 118' DIAL PIA- CHHLNE BOLTS.
PH08 - USE 55TO28 W/ 24' 116L EPMED,
USE Si PSCH 605 114 c3' WOOD SCREL5
UNTO (3) 2x STUDS
� 1
d "
^ Qt.�t�n
�bB •
J
i
►� ��
PEPAOT CENTER
N
WW
z
d
JOB NO: 04 -383
DATE: 08/02/04
D4M BY: TH
e"EET NO-
S
f
0
ow
U
U
p
e
D N
�.!
0
ttl
Z
d
W
Z
T
U
@
1L
-V
0
W
0 4
0
ii.
LL
W
V3
M
Q..
N
WW
z
d
JOB NO: 04 -383
DATE: 08/02/04
D4M BY: TH
e"EET NO-
S
f
r
1%
0
ti
0
0
$W • 81,E WALL FA • FRNIM ANCHOR 9W • $FEAR WALL FA • FRAMING A 4COM
EN ■ EDGE NAILING eN . BOUNDARY NAILING EN • EDGE NAILING ON • BOUNDARY NAILING
SHEAR WALL SH • DOT? / TOP PLATE NAILING FN s FIELD NAL / SUPF'�ORT EDGES SO ON • 0071 / TCP PLATE MAILING FN • FIELD NAIL / SUP EDGES SW STUD WALL
BE • BLOCKED EDGE NAILING PER PLAN @E • ISLOCKED EOGE NAILING PER PLAN
SH 04 SOLE PLATE WALL STUD WALL PER PLAN SOLE PLATE
ON PLATE 617P5CN HOLDAW • Sw STUD WALL PER PLAN PH Sw PLATE FN
?x BLOCKING SEE PLAN FOR TYPE 9Nl EN sK SN DE TO DLKYa EN
NON STRIICT. RIM 9111
AND LOCATION R4 z Sr SIM.P,�ON HIOLDOON • FN
EN EN
SEE PLAN FOR TYPE BN
:EE DETAIL B 2x BLOCKING AND LOCATION
•� COW. R;:�l
2x BI IS OR ?x BLKYs OR ON I 2x RM JOIST ON ?x RIM JOIST
FLOOR
I JOIST
?x RLt�t JOi81 SEE DETAJL ?B ----� DItWliRAM
•: ?x i✓L.KYs OR DIAPHRN'I JOIST FLOOR
.`. '
FLCCRJM
PE'�'R . ' ` A8. x IO• •FOR SIZE NON STRIIGTURAL ----� JCI9T $a 0 4 GONT. REIN ?x EiLKYs OR
k
:� SPACING SEE PLAN Ft" CLIP LOCATION FA ; 2x RIM JOIST I JOIST
WALL
A34 (52 PSGN) • A15. x 10• - FOR $ICE t �g�� NOTES _ 44 I FA EX 32.OrG FM ALT. L OCATION
IgLKYs AS !'� -Q I I ,q
CCNOr WALL ISHEAR Ir'OTES R SPACING SEI: PLAN
4) _ • •. • ,.
N > 4' - 0' I I SILL PLATE BY FLOOR DIAPH! E A I I C SILL PL TE
NOTE: FCR TYPICAL SHEAR WALLS a HIOMCNTAL 54L PLATE • I � ' a`B uIW+.p1,,gE� t � ' ! I SILL PLATE + • I '� WASHE im
AS
OIAPl1RAG`1 NAILING aEE NOTES + • I I 4 AS u1► PLATE t NOTE. FOR TYPICAL SPEAR WALL9 . HORIZONTAL ■ ILI
FOR BLKYa AND HIOLDOUt.'$ AND FONT LOADS SEE I I WA`MRS S RE FOR DLKYs DWPHNPAC31 NA�NG SEE NOTES L SEE _
_ �0 s I AS A
ON 'S' SlE1 NOTES FOR FRAMING d ON '8' °.II•EET INTONES FOR FFL4Ms d Q STEM I B
000 a d STEM WALL ?• 000 I a - 4 STET WALL ?■
2' ?•
'Vl�AX NOTE MAX NOTE (EM
ALL N41L M PER UDr- 231533 ALL NAILING PER MC. 23b33
SMEAR WALL a FOUND. WALL SHEARUJALL a EXTERIOR NA" SHALL 156 PLACED NO �-' ►'tF BAR rAmm ,SWEAIR WALL � FOUND. WALL W F HEARWALL 0 EXTERIOR NAILS SMALL DE FL44M No ALT�I�IN 6WAft IDAIM
1 MOOR JOIST PERPENDKx1LAR TO WALL) IB FOOTING (JOISTS PERP � AND 2X R PANEL �♦' ts•ALY) � rROCR JOIST PARALLEL TO WALL) O OTING (JOISTS PARAL.) � A 22X •MB10ER PANIEL
501 • SHEAR FRAMING I FA • FRAMG ANCHOR SW • SHEAR WALL FA • FRAMM MICHOR SW • SHEAR VA&L FA • FRAMING ANCHOR SW • SWEAR WALL FA • FRMIING ANCHOR
EH • EDGE MALNG ON • BOUNDARY NAAILNG EN • EOGE NALNG BN • DOUNDARI HALM EH ■EDGE NAILING HALING • BOLMARY HALG EH s EDGE NAILING ON • BOUNDARY NAR NG
SH • DOTT / TOP PLATE NAILING FN • FIELD NAIL / SUPPC:RT EDGES SN • MOiT / TOP PLATE HALM FN , FIELD MAL / SIIPPlORT EDGES SH • 15011 / TCP PLATE MAILING M • FIELD NAIL/ SUPPORT EDGE$ SN ■ 15011 / TOP PLATE NAILING FN • FIELD NAIL J SUPPORT EDGES _67tV WALL BE s BLOCKED EDGE NAILM BE • BLOCK FC ED EDGE MAILING BE • BLOGK EDGE HAILING � PER PLAN BE • BLOCKED EDGE NAILING � PER PLAN
8N SOLE PLATE SN SOLE PLATE
OR am Ed MAI L STUD IUALL pI STUD WALL q!
PER PLAN E,I PER PLAN EN
SOLE PLATE SOLE PLAN sm ON
oe STUD WALL PER PLAN Rd 8N FN _
SOLE PLATE 2x BLKYs EN 2x ST EN EN 2x Mill �•IGIST
ON !SHEAR NOM D!1 JOIST s JOIST
FM F,
EN •IPiB) JOIST 2x ON am
BLICG OR I 3Ms I 8 2x DLMs OR !. MI 3 /8 ' I 8 4I
FA 2x R M JOIST I I I 2x R" JOIS I I I
?x BLK'G OR JOIST 0 , EM JMT I
BN FLOOR IM, FILL ER I ?x RP! JOIST —FLOOR I EN. R" FILLER I ?" � � I I Ex
DIAPH,AMM FA + • I ALT. FA I 3 J8• I ALT.
2x EILICYs ,1OLgT I E3L I Bit
(614 R NOTES SW `` TOP RATES TOP PLATES
TCP PLATE$ ALT CLIP l ALT CLIP
LOCATION ANEL SPLICE L OCATI O N ANEL SPLICE
!SHEAR NO?E$ PER MFG'R RE-C, R4) W�►q. OVER PER MFG'R R£C�
R4) NAIL OVER TOP PLATES TOP PLATES
FRAI`I NG FIQAT'ING r IN—
ALTERNATE AT RIM JOIST
F 2x 1"ra AT PANEL � ALTErdlATE AT RQ7 JOIST ?x BLKG AT PANEL
SPLICE SMILE
vp NOTE: (Em
ALL NAILING PER Ul3�C ?3b33 ALL HALING PER 113�G ?3b33,
INTERIOR SI -#E•4t TALL WE 3 ELOW TERIOR SW E�4RW,4LL EXTERIOR SNEQ ALL Nato am" m PLACED No AL1E�►TE �I� P.4Ti� EXTERIOt� SI- tE•4,R1,UALL NALS STALL BE PLACED No ALMIN"TN �'IE�R PATS!
5 PERPENDICULAR TO ��J. LESS THAN 3/8' N FROM PAIL M4 �i•i imB4pmm & Art» 10 LESS fluty 3W N FROM PANEL ABOVE FLOOR JOIST WITH BLOCKING EME AM ?x R PARALLEL TO F.J. EDC¢ AND ?X i'EMDER
SW • SHEAR WILL ON s fXM / TOP PLATE NALNG FA • FRAMM ANCHOR IN • FIELD NAIL / -ftff W ELMGES
HEADER - WE PLAN EN •EDGE NACNG P.E - BLOCKED EDGE NAILING BN • 8CM-4DARY NAILING
IEXMV HEADER TOP PLATE 2x4 s • ■4' •
11-M PANEL) Sd - 3 OTC_ CCtI ICH CI3L. STUL:S 4 vK„� ROOF VIAPH2?/'OM FKXF P AF44RAGM
PL
NAILS TOP ATE SEE 5 H• '- HIOLDOWV t .�; 60
NAIL SHEATNG TO s 48 OG
:.. _ . HEADER 3 Or- EA
.... _ ..
WAY - TYP. -'— :: ALT. HOLDOOti ?x BLKYs - - -- - - -- - - --�
POD& OR HDC$ ION laOOF MISSES 24* OTC. A
[3) 2x STI°JS I • • W/ 66TOW 1
STUDO Illy ! •
L6d - b' or_ OR • � � $
NAL )iHGL4 SFIOYN 1.610 (Sr `U''E °.A'AC�s
V: 4x4 POb= Dr-. R CAVIL FCR 1t 5E` PLAN FOR TYPE AS TW FM M M.M)
] I A I E AND LOCATIA�I SUMACH '!A' CLIP AT iv 2x 8MCs
l 1 ' : l?) S CCt1T. OCA? R IM
E AT fi AFT T1Q115S
(2) 2x4 BLOCKAiG :1 - •„ of RO
E MT$IGE CF FI ATE).
ati OF TIEL°f�IES 0 ?4. O.C.
9 SHEATANG CPE SIDE W (2)Z 6 O * PANEL U ROOF SHITYs/ EIL KEG 3/4• RACE SHT1G Sl PSGN W CLIP AT
�. Sd CCN'>i",GN NM.S l2) Rr00b of � 0 4 a 10' O:G. 11.00A �
• 3 O OR
t I r. !fig
I (Fcgt r-60i - TYp ) CIRSWE CF PLATS 1
0 4 + Yr?" (2) S 1B'1 L— FA CR 1.510 (SAN'! SPAC24a
HOLDO" PER PLAN } _. ALT. TALS OF 04 LATH SC�iT soap sum �[ AS T-X FOR 801 W%.CW
EA Eta fTYPj_ It
_ > 'E!eTE
ALT" SECTiCN • RAISED t � n o vin
- } 5/8••x 16• AE. (: gMQ'*O) , { - 2x eL KIG �L T S (12' I"L(',X �► � r -
$ Y
EN
• _ mo w . w• 4L • 8• •
CONC. FOUNDATION AY x Wo CCKT. FTG A ALT. TA" OF VERT. �. UTI..! T SCFFIT
�' TION SECTION A -A SECTION - ROOF PLYWOOD
I� SECT i�A .,EC 19A , ,,� .<• .
� A
Mon 1 CEATE i
SEE SWEET 6 ! OF FOIR ALL ABBREVIATIONS
It
4
0
9
0
f
Z
a
O
w
U
O
e
D
J
p
u,
..
Z
Q
V)
=
UJ
0
LL
Z
U
aw
��a
0
l
J
c�v
�
_m
a
N
0
z
Q
JOB NO: 04 -38Q
DATE: 08/02/04
DRUV_ BY: TH
REYI "ED:
SWEET NO_
5
2 OF 3
14
r
a
c*:
a
SW • $HEAR WALL
EN • EDGE NAIL'NG
V
5N . BOTT if TOP PLATE NAIL.MCs FA - FRA14M ANCHOR
BE • BLOCKED EDGE NAILM ON • BOUNDARY NAILNG
FN • HELD MAIL / ftrPORr EDGES
8W - °$ EAR. WALL
EN - EDGE NAULING
SH • BOTT / TOP PLATE NAILUNG
o
(4) I
8RACWX4
NAIL V (2) Wd NAIL 2X4 FLAT
FA OR--
USE LPT4
a
OE s BLOCKED EDGE NAILING
2X6 BRACE • 46 O MAX. INSTALL
44D " NNLS * b` OrG TO
ryCCF DIAPFIZAG`I
• 43 -60 DEGREE ANGLE- LOCATE
a
FLAT FCR TIM FtXL LENGTH
OLK9G TO 2ND OR 3RD TRIM BAY
O
SECTION A -A
FN ROOF DIAPK
IF READ 9Y WEWAff OF GABLE USE
�
TO 2x6 BLKYs
(4) isd NAILS TCP 4 BO? OF BRACE
Q
V)
Z
2x6 MXrs ---,
ON
@
u-
Mimi i
EN
2x4 A
WALL SHEATHNG TO BE
Stu! CONTNUOUS TO TIE STUD
WALL TO GABLE END
81 OCKM F READ ALT. USE FA OR LPT4
SEE SC 4EDU.E BOTTOM CHORD OF
GABLE TRUISMS TO TOP
PLATE OF $NEARLLALL
SPAcm PER $01Mew
20 SHEAR WALL
(PARALLEL W/ ROOF Tlal%ES)
(2)2X PLATE
SW fSAM A$ BELOW)
EN
FA • FRAM 40 ANCHOR
ON • BOUNDARY NAILWG
FN • FIELD NAIL / SUPPORT EDGE$
PLY.
P1401/VE ELK*
• PLNXOOD EDGES
3x FLAT
SHEAR WALL
208 (PARALLEL WITI-I ROOF TRUSS)
W MEMBERS I
AEUTTNG I I
PANEL EDGES i i A
2X SRVS (TYPE
3X BLOGKNG • i
HO RIY- E DGES
2X SOLE PLATE I i
i
FLIR JST. BEYOND — -U _ — 1117
PLATE 'WA.IFER
2'>0•X3A6' TW-
3X P.T. MUD PLATE
ANCHOK PM t®°LxtTIC a 8 1 1 N
CGtJC. WALL
ELEVATION - PANEL W1 3X FRAMING
(REEF. TO SHEAR WALL NOTES 4 2)
;�
NALMCs PE
811 A
SCF.'EOILE
�4
`3X MEMERS-l'
PANEL SPLICE
(2) 2X
ST
SPL�
f2) *d •
w O.C.
ALTERNATE DETAIL
SECTION A
(2) 2x STUDS
2x STUDS
(4) A38 - USE
W 1V CSI6.48
(8) A35 - USE
t4 WK2) C8I6 - 48
NOTE: (2) OS* -48
CAN 9E BUIBWT. by
cu cMSTr.�6•sm
ULRAP AROUND
RX*
' I I FLOOR JOIST
Del. 2x BLKYs -- - Y�
OR 4x VOL 2x ELKiG
TYP 2x BLKrs OR 4x
AT SHEAR WALL SEA ION A -Q
SEE HOLDOWN SCFEVlA lE
FOR ADDITIONAL 0*0.
FOR BLKYa AND HOLDOUM$ AND P(W LOADS WE
00o v SWEET NOTES FORPRAMMG
24A SECTION
TJWOISTMEAM —
vERFY ON PLANS
$IL 4 PLAC19 :ENT
TA WEBS
amd
Fib STRAP ---
HEADER ---
OR MN. (2) 2X STUDS
PLYWOOD SleATHWG
BEAM - YER!FY
CN PLANS
Hb STRAP
OR MN. (2) 2X STUDS
D 32 BEAM /JOIST CONNECTIONS
b 05 sov 3520MW46' W;MILA
1 OEfM
SEE aWEE T S 1 OF FOR ALL ABBREVIATIONS
9
Z
V
ON
2X& BRACE
2X4
o
(4) I
8RACWX4
NAIL V (2) Wd NAIL 2X4 FLAT
FA OR--
USE LPT4
a
TO BOT. CHORD OF END TFAW
� mC "cfw
44D " NNLS * b` OrG TO
00
NAIL 2x4 ON EDGE TO 2x4
a
FLAT FCR TIM FtXL LENGTH
D� ca
OC
O
SECTION A -A
au-
FA • FRAM 40 ANCHOR
ON • BOUNDARY NAILWG
FN • FIELD NAIL / SUPPORT EDGE$
PLY.
P1401/VE ELK*
• PLNXOOD EDGES
3x FLAT
SHEAR WALL
208 (PARALLEL WITI-I ROOF TRUSS)
W MEMBERS I
AEUTTNG I I
PANEL EDGES i i A
2X SRVS (TYPE
3X BLOGKNG • i
HO RIY- E DGES
2X SOLE PLATE I i
i
FLIR JST. BEYOND — -U _ — 1117
PLATE 'WA.IFER
2'>0•X3A6' TW-
3X P.T. MUD PLATE
ANCHOK PM t®°LxtTIC a 8 1 1 N
CGtJC. WALL
ELEVATION - PANEL W1 3X FRAMING
(REEF. TO SHEAR WALL NOTES 4 2)
;�
NALMCs PE
811 A
SCF.'EOILE
�4
`3X MEMERS-l'
PANEL SPLICE
(2) 2X
ST
SPL�
f2) *d •
w O.C.
ALTERNATE DETAIL
SECTION A
(2) 2x STUDS
2x STUDS
(4) A38 - USE
W 1V CSI6.48
(8) A35 - USE
t4 WK2) C8I6 - 48
NOTE: (2) OS* -48
CAN 9E BUIBWT. by
cu cMSTr.�6•sm
ULRAP AROUND
RX*
' I I FLOOR JOIST
Del. 2x BLKYs -- - Y�
OR 4x VOL 2x ELKiG
TYP 2x BLKrs OR 4x
AT SHEAR WALL SEA ION A -Q
SEE HOLDOWN SCFEVlA lE
FOR ADDITIONAL 0*0.
FOR BLKYa AND HOLDOUM$ AND P(W LOADS WE
00o v SWEET NOTES FORPRAMMG
24A SECTION
TJWOISTMEAM —
vERFY ON PLANS
$IL 4 PLAC19 :ENT
TA WEBS
amd
Fib STRAP ---
HEADER ---
OR MN. (2) 2X STUDS
PLYWOOD SleATHWG
BEAM - YER!FY
CN PLANS
Hb STRAP
OR MN. (2) 2X STUDS
D 32 BEAM /JOIST CONNECTIONS
b 05 sov 3520MW46' W;MILA
1 OEfM
SEE aWEE T S 1 OF FOR ALL ABBREVIATIONS
9
Z
V
Q
o
L.
a
00
a
D� ca
OC
O
w
Z
Q
V)
Z
=
ul
@
u-
a
L
LL
LL
di
w
W
Q
4
8
8
N
Q
1 n
u_
.108 NO: 04 -38°B
DATE: 08/02/04
Dpi. BY: T14
vI
RE ..ED:
5PEET NO.
V
3 OF 3
S
i
4A
I
hhb"-.
zido�oz
Now d
H
-- - ."I culm ""a 40 Aimsdma
au NIWOII P40MAN A it "fwd TN 4w MNiM wo amLL '®LIOOHMW A t
OI ONI ML041W $"=a M10w P1oN1CNUM NaaUn*A kVKLIM JOW&OU ONOILYWA 110
9mv'td ooaAL do IWUV" wo TN do G MY A NOU d M YJ- O W =d
D
z
i
y
w
K b 1 �►
.L
N
FO
al 1 a1 I 'l , I
C�1
T64,
00
CCU
Q
to
..
A
4w
f
rdT�l
N
GAO
H
-- - ."I culm ""a 40 Aimsdma
au NIWOII P40MAN A it "fwd TN 4w MNiM wo amLL '®LIOOHMW A t
OI ONI ML041W $"=a M10w P1oN1CNUM NaaUn*A kVKLIM JOW&OU ONOILYWA 110
9mv'td ooaAL do IWUV" wo TN do G MY A NOU d M YJ- O W =d
D
z
i
y
w
K b 1 �►
.L
N
FO
al 1 a1 I 'l , I
C�1
T64,
00
CCU
Q
to
..
A
4w
f
rdT�l
V*
0
Me
NOTS,
TYPICAL EXfEFJOR 46
PJQG3.: ME JO TFEQMO-PLY
THM OR aW COX OR
116 oso JILT. FOR MAC"
TYPE M R602s03
MA L W Od • 6' "_ EV6M
i tr O.G. FED OR 16 6A
STAPLES - 'Me CMM —
1 t/4' LESS SAME WACC46
rOnCAL INFrO M 4W MAGN6
MALS • V 04. FIELD 4 4' O.G. W#O
TO
NOT-Est.
U REFER TO ' S ' SHMM FOR VALET OETALS
U REFENt TO Sfx—=F 61 OF 3 FOR Vim«
Ste' L
poti 3az�
i
i
r l
MY OF MMILA
N
Q
O
1
N
z
Q
2
a
JA,6^YE
DATE:
4MMItO
9 2 1
F>LE 46
0+1104F
r
_Aj
I
GENERAL NOTES:
1. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE.
2. AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK, NOTIFY THE UTILITIES
INSPECTOR AT 206- 433 -0179.
3. REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS IN ADVANCE BY
CALLING 206-433-0179
SINGLE FAMILY
SITE IMPROVEMENTS
\ 6
X
5 SIDE
BSBL
+ I
�Y
v � v v v •
PER KING CO. ROAD STANDARDS. DRIVEWAYS
SHALL BE PAVED TO THE EDGE OF R/W
PRIOR TO INSTALLING CONSTRUCTION
ENTRANCE TO AVOID DAMAGING
PAVEMENT EDGE. CROWN
2s. ENTRANCE TO DRAIN.
10 .�
INSTALL CULVERT IF �..
DITCH IS PRESENT
PER ROAD STANDARDS
IT IS RECOMMENDED THAT THE 'T-'s, - 4,
ENTRANCE BE CROWNED SO THAT -110 � j - ,
RUNOFF DRAINS OFF THE PAD
\ REFER TO SECTION D.4.4.1 OF �� A 9 �� ~r •.�
THE KING COUNTY SWDM FOR
ADDITIONAL INFORMATION �s PROVIDE FULL WIDTH OF
INGRESS/EGRESS AREA
�1 CONSTRUCTION ENTRANCE
< /
ILN 4STRUCTION\
TRANCE` �
/ �� ` r
\ \�\
SEE IQETAIL
j .
20' FRONT
SETBACK
TE BENCHMARK \ \\ \�� CB PROTECTION.
MAG NAIL IN \ \\ �\ SEE DETAIL 3 \ /
PHAL EL =14.01
o y
INI NOT TO SCALE
MIRAFI 14ONS OR E0.
i
FILTER FABRIC MATERIAL (60' WIDE ROLLS)
CLEARING LIMITS
rOR OVER 2'x2'x14 GA WIRE MESH. USE STAPLES
RINGS TO ATTACH FABRIC TO WIRE
2'
TEMPORARY STOCKPILE
LOCATION
EXIST STRUCTURE
TO BE REMOVED
FILTER FABRIC FENCE.
SEE DETAIL 2
I BURY BOTTOM OF FILTER
2.5 II FABRIC IN 8'x12' TRENCH II
6' MAX_ ---
U� 2'x4' STANDARD OR BTR U
(NARROW SIDE TO FENCE)
OR STEEL FENCE POSTS
ELEVATION
PROVIDE Y - 1j' WASHED GRAVEL
BACKFILL IN TRENCH AND ON 807H SIDES t
OF FILTER FABRIC FENCE ON THE SURFACE_ I
` 8'
SECTION
n FILTE�RFA BR IC FENCE
5'
NOT TO SCALE
/GRAPHIC SCAM
21 • tO 0 A
(of MM)
I inch = 20 it
s
1 s i
t
1 1 1 t
,l l
ft ,l
•
NOTES
ONLY TO BE USED VIHERE PONDING ABOVE CATCH BASIN W61
NOT IMPACT TRAFFIC AND WHERE OVERFLOW VAL NOT ERODE
SLOPES OR EXPOSED SOIL.
FOR THRU -CURB INILETS. PLUG CURB OPENING 1MTN STRAW
OR BRICKS TO PREVENT WATER FROM ENTERING CATCH BASIN.
STD STRENGTH
FILTER FABRIC
FA' rf FA
CATCH BASIN PRO
TECTI
NOT TO SCALE
VICINITY MAP
NOT TO SCALE
LEGAL DESCRIPTION
LOT 6, BLOCK 4. C.D. HILLMAN'S MEADOW GARDEN ADDITION TO THE
CITY OF SEATTLE. DIVISION 1. ACCORDING TO THE PLAT THEREOF
RECORDERD IN VOLUME 12 OF PLATS. PAGE(S) 64. RECORDS OF KING
COUNTY, WASHINGTON.
ASSESSOR'S PARCEL NUMBER
334740 -0755
CONTACT INFORMATION
OWNER/BUILDER GEM CONSTRUCTION. INC
ATTN: MATT GRIMM
21501 CONNELLS PRARIE ROAD
BUCKLEY. WA 98321
(206) 931 -7274
WA STATE CONTRACTOR
jMMC01'005MC -EXP. 5/10/2006
CIVIL ENGINEER DUNCANSON COMPANY INC
145 SW 155TH STREET SUITE 102----li
BURIEN, WA 98166
206- 244 -4141 E3
UTILITY INFORMATION
WATER SERVICE
SEWER SERVICE
FIRE SERVICE
TUKWILA d�C
TUKWILA
7UKWILA *`�
t
EARTHWORK ESTIMATES
IDUNCANSONI
Company, Inc.
145 SW 135th S&M. SWe 102
Seaule, Washfttoa 98166
Plow 206.244 4141
Pox 206.244 4455
U
z
z
O
U
cr
z
O
U
71.
f
W Q
Y3
Q U
J LL
a.
�a
4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY. AND DAMAGE TO TESC NOTES
FILL = 10 CY
STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS.
5. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS. AND 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE
EXPORT = 0 CY :
A CURRENT COPY OF aTY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND APPROVED PLANS ARE MINIMUM REQUIREMENTS.
W
CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE.
6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING LIMITS.
APPROVED PLANS REQUIRE PRE- APPROVAL FROM THE OWNER, THE ENGINEER, AND THE CITY INSTALL CONSTRUCTION ENTRANCE. AND INSTALL EROSION PREVENTION AND SEDIMENT
OF TUKWILA. CONTROL MEASURES.
SHEET I
7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES
AND DESIGN AND CONSTRUCTION STANDARDS. UNLESS OTHENNISE APPROVED BY THE 3. BEFORE ANY GROUND DISTURBANCE OCCURS. ALL DOWNSTREAM EROSION PREVENTION
PUBLIC WORKS DIRECTOR. AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION
o
8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON -SITE. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN.
9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL.
10. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL 4. ESC MEASURES. INCLUDING ALL PERIMETER CONTROLS. SHALL REMAIN IN PLACE UNTIL
BEFORE IMPLEMENTATION. FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS
Z
OW
11. ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A ESTABLISHED.
WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVO 1988.
HORIZONTAL DATUM SHALL BE NAD 83/91. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, 5. FROM MAY 1 THROUGH SEPTEMBER 30. PROVIDE TEMPORARY AND PERMANENT
THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR
o
U
12. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. SEVEN DAYS OR MORE.
�
13. RETAIN. REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS -OF -WAY, EASEMENTS. AND
fi.
ACCESS TRACTS. REVEGETATE ALL DISTURBED AREAS NOT OTHERWISE IMPROVED.
\ 6
X
5 SIDE
BSBL
+ I
�Y
v � v v v •
PER KING CO. ROAD STANDARDS. DRIVEWAYS
SHALL BE PAVED TO THE EDGE OF R/W
PRIOR TO INSTALLING CONSTRUCTION
ENTRANCE TO AVOID DAMAGING
PAVEMENT EDGE. CROWN
2s. ENTRANCE TO DRAIN.
10 .�
INSTALL CULVERT IF �..
DITCH IS PRESENT
PER ROAD STANDARDS
IT IS RECOMMENDED THAT THE 'T-'s, - 4,
ENTRANCE BE CROWNED SO THAT -110 � j - ,
RUNOFF DRAINS OFF THE PAD
\ REFER TO SECTION D.4.4.1 OF �� A 9 �� ~r •.�
THE KING COUNTY SWDM FOR
ADDITIONAL INFORMATION �s PROVIDE FULL WIDTH OF
INGRESS/EGRESS AREA
�1 CONSTRUCTION ENTRANCE
< /
ILN 4STRUCTION\
TRANCE` �
/ �� ` r
\ \�\
SEE IQETAIL
j .
20' FRONT
SETBACK
TE BENCHMARK \ \\ \�� CB PROTECTION.
MAG NAIL IN \ \\ �\ SEE DETAIL 3 \ /
PHAL EL =14.01
o y
INI NOT TO SCALE
MIRAFI 14ONS OR E0.
i
FILTER FABRIC MATERIAL (60' WIDE ROLLS)
CLEARING LIMITS
rOR OVER 2'x2'x14 GA WIRE MESH. USE STAPLES
RINGS TO ATTACH FABRIC TO WIRE
2'
TEMPORARY STOCKPILE
LOCATION
EXIST STRUCTURE
TO BE REMOVED
FILTER FABRIC FENCE.
SEE DETAIL 2
I BURY BOTTOM OF FILTER
2.5 II FABRIC IN 8'x12' TRENCH II
6' MAX_ ---
U� 2'x4' STANDARD OR BTR U
(NARROW SIDE TO FENCE)
OR STEEL FENCE POSTS
ELEVATION
PROVIDE Y - 1j' WASHED GRAVEL
BACKFILL IN TRENCH AND ON 807H SIDES t
OF FILTER FABRIC FENCE ON THE SURFACE_ I
` 8'
SECTION
n FILTE�RFA BR IC FENCE
5'
NOT TO SCALE
/GRAPHIC SCAM
21 • tO 0 A
(of MM)
I inch = 20 it
s
1 s i
t
1 1 1 t
,l l
ft ,l
•
NOTES
ONLY TO BE USED VIHERE PONDING ABOVE CATCH BASIN W61
NOT IMPACT TRAFFIC AND WHERE OVERFLOW VAL NOT ERODE
SLOPES OR EXPOSED SOIL.
FOR THRU -CURB INILETS. PLUG CURB OPENING 1MTN STRAW
OR BRICKS TO PREVENT WATER FROM ENTERING CATCH BASIN.
STD STRENGTH
FILTER FABRIC
FA' rf FA
CATCH BASIN PRO
TECTI
NOT TO SCALE
VICINITY MAP
NOT TO SCALE
LEGAL DESCRIPTION
LOT 6, BLOCK 4. C.D. HILLMAN'S MEADOW GARDEN ADDITION TO THE
CITY OF SEATTLE. DIVISION 1. ACCORDING TO THE PLAT THEREOF
RECORDERD IN VOLUME 12 OF PLATS. PAGE(S) 64. RECORDS OF KING
COUNTY, WASHINGTON.
ASSESSOR'S PARCEL NUMBER
334740 -0755
CONTACT INFORMATION
OWNER/BUILDER GEM CONSTRUCTION. INC
ATTN: MATT GRIMM
21501 CONNELLS PRARIE ROAD
BUCKLEY. WA 98321
(206) 931 -7274
WA STATE CONTRACTOR
jMMC01'005MC -EXP. 5/10/2006
CIVIL ENGINEER DUNCANSON COMPANY INC
145 SW 155TH STREET SUITE 102----li
BURIEN, WA 98166
206- 244 -4141 E3
UTILITY INFORMATION
WATER SERVICE
SEWER SERVICE
FIRE SERVICE
TUKWILA d�C
TUKWILA
7UKWILA *`�
t
EARTHWORK ESTIMATES
IDUNCANSONI
Company, Inc.
145 SW 135th S&M. SWe 102
Seaule, Washfttoa 98166
Plow 206.244 4141
Pox 206.244 4455
U
z
z
O
U
cr
z
O
U
71.
f
W Q
Y3
Q U
J LL
a.
�a
co z
o �w�
co
o boo
Q ' U �
Cn c�
CUT = 10 CY_.�
m
FILL = 10 CY
EXPORT = 0 CY :
:. rs.__. _ - c, ; a7.;e is :!-, , 1 -
W
.;:,.�
v. l- cap ... t _ _ ... _ !� = : .:.. a > r.•:
SHEET I
o
INDEX
W
�
0
Z
OW
F
a
o
U
�
�
U
W
W
i
�
Q
o
N
o
z
.-
co z
o �w�
co
o boo
Q ' U �
Cn c�
CUT = 10 CY_.�
FILL = 10 CY
EXPORT = 0 CY :
:. rs.__. _ - c, ; a7.;e is :!-, , 1 -
.;:,.�
v. l- cap ... t _ _ ... _ !� = : .:.. a > r.•:
SHEET I
INDEX
I{ \V V:�Ir C.Li{�
� LTRft- �
CALMONI
UNDERGROUND uvuTIES EXIST IN THE AREA AND
UTI )TY INFORMATION SHOWN MAY BE
STATE LAW REQUIRES THAT CONTRACTOR CONTACT
THE ONE - CALL UTILITY LOCATE SERVICE AT LEAST
48 HOURS BEFORE STARTING ANY CONSTRUCTION.
1 -800- 424 -5555
0
1 /
\ \\ \•� `\ ` `� RIVEWAY PER
SECTION A
`\ \\ V
N4' TU W FR SERI ` I R \� ! -
'CiT1W,OF KWI A STAND�O� 5'
,
rS
PA
SITE BENCHMARK
MAG NAIL IN
ASPHAL EL =14.01
EXTEND EXIST CULVERT
12LF - 12" CONC
C81 TYPE 1
RIM =13.4
IE =11.2
SET ON EXIST
PIPE
5' SIDE
/ BSBL
REAR DOWNSPOUT
SPLASHBLOCK. 7 P
H /
. GARS
/ AT OR ABOVE /
EL 11.4 PER POLICY 2000 -01
•: :•: - . ••• / 4 FOOTING DRAIN CONNECT
• _ • • • / TO CO INDEPENDENT OF
�`• ROOF DRAIN SEE DETAIL 4
20 FRONT /
SETBACK
\ , CONNECT FRQIVT
'.pOWNSPOUTS
TD CB IN STRE /
�\ 7 6 "0 SIDL\ 4WER ``
\ A S =29: Ai \ ��
CFINEC': TO \ LIST
SiDt\�SEVI�rR
\x \ \
GRAPHIC SCALE
20 0 0 20 so Tw
t T T T T
(ate)
I inch = 20 ft
SL OP E AWAY
F RO M
2' CLASS 8 ACP WATER PROOFING
s
00 1 A" SPOUT DRAIN OTHER
MAINTAIN • �f�a��a�l�t ll�����: 7��i�li�is�1��V��������isfi�li�li��i F RO M F DR AIN
4 CRUSHED N47-1Y,- DRAIN - if =ri=
GR AVEL. 1
12 MIN SURROUND
, C RIM PERF' PIPE
DRIVEWAY CROSS SECTION MAP W1 14 0H V OVEISI - ', � _ J' i
01 1 7' •,
L 2't
FOOTING DRAIN
NOT TO WWI
3
A. PAINTED HIGH TENSILE D.I. SERVICE SADDLE WITH DOUBLE STRAP, AWWA I.P. THREADTAP, ROMAC 202S
OR EQUAL SIZE AS REQUIRED.
B. CORPORATION STOP, AWWA LP. INLET BY MALE IRON PIPE THREAD OUTLET. MUELLER BALL NO. 6-2969
OR EQUAL AS NEEDED.
C. COUPLING MALE IRON PIPE THREAD BY MUELLER 110 FITTING. MUELLER NO. H -15451 OR EQUAL.
D. COPPER TUBING, TYPE K OR HIGH MOLECULAR DENSITY POLYETHYLENE.
E. TRACING TAPE FOR POLYETHYLENE PIPE.
NOTES:
1. SERVICE LINE SHALL BE PERPENDICULAR TO THE WATERMAIN UNLESS OTHERWISE APPROVED BY THE
ENGINEER.
2. BYPASS WILL BE LOCKED OFF BY CONSTRUCTION INSPECTOR WHEN METER SP READER IS INSTALLED.
METER WILL BE SUPPLIED AND INSTALLED BY THE CITY OF TUKWILA.
3. SETTER SHALL BE POSITIONED TO CENTER RIGID SPREADER UNDER INSPECTION LID AND PROVIDE
4. ADEQUATE CLEARANCE BETWEEN BYPASS AND BOX WALL FOR OPERATING AND LOCKING BYPASS VALVE.
WATERLINE CONNECTION DETAIL
NOT TO SCALE
PLUGGED
C.O.
SOIL PIPE -J
ADAPTER
4" MIN
SEWER PIPE
(QT RO
LINE
30"
STREET
LONG SWEEP
BEND
PLUGGED C.O.
- (TOTAL 90 C.O.)
W
z
J
CL
W
O
a:
CL
150 MAX
INSPECTION TEE AT
CITY R/WN LINE
�CLEANOUT
6" PLUG
6"x6 "0" WYE
` SEWER PIPE
SEWER MAIN
"-- SADDLE •T rvrc�s •un�
NOTES: SADDLE A r EXIST MAIN
1. WATER AND SEWER LINE SEPARATION 10' HORIZONTALLY. IF WATER AND SEWER LINES
CROSS. SEWER SHALL BE AT LEAST 18" BELOW THE WATER LINE.
2 SIDE SEWER CONNECTION DETAIL
NOT TO SCALE
R�II�TO7l�ff f�l I;KTIJilT7lLS
TIQTT TEC aT�ue.TSTtTiT
��fTYI1NRici�{IIAC OE T6 iSl�^F sevo TT
trl um cgTiTR- �o 7sNOmPnl1
ElOTTTg61rSFmfMasm-s r>QSTm oc"c>PwsF
DUNCANSON
comP"Y, Inc.
145 3W 1551h SlrW4 Suitt JO?
Beadle~ fYaslMbwm 98166
Phow 2006 244-4141
Fmr 20244.4455
U
Z
Z
O
U W
D � 3
0
0)
Z J
U �a
W
0
W 0
010:5
a.
0 co
X '
s�c0�aba:Tv�o _ _ _ _ – _ —� _ — –_ — �+s'�co�c ;m � ���t•�p�
m► syci T;TMTTrsz�Ta
TYPICAL PATCH FOR RIGID PAVEMENT
J < 7=32 0 = �
S16siOef � �tJllt3�TT T
- - --- -- - -- s
SWMAC D - -- - -- - -- —
c wm4w lhEKlm_q.S -- -- - - - - -- -
ossamm GiY - - - ------
- S:S Orii�G7�f
*at"
- - - - - -- -- - -- - O�EIlT�QrDEiSaTY
_ - -_ _ —_ Saar,►
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
1. ALL WORK TO CONFORM TO THE CURRENT WSOOT /APWA STANDARD SPECIFICATIONS FOR
ROAD. BRIDGE. MID SAL CONSTRUCTION_
2. A 100" OF A ONE YEAR GUARANTEE IS REQUIRED ON ALL PAVEMENT PATCMG AND
OVERLAYS,
3. CONTROLLED DENSITY FILL IN PLACE OF CRUSHED ROCK MATMAL MAY BE REQUIRED IN
CASES OF RECENT PAVEII+tENT OVERLAY. OR AS DIRECTED BY CITY ENGINEER. ASPHALT
CONCRETE OR BlUkA NUS PLANT WX REPLACEMENT PATCH.
3 PAVEMENT PATCH DETAIL
NOT TO SCALE
hD5 - 3a�-
REM :°ED
KAMT CE.v I:R
x \05495 \dti9\054q5mw 4 "
r
4
1p
6
r
C t !
1
I1 �
. _
i
ti
I
i
W
W � OEM 0
0
UQ
v�
ww •
omr
eD
O
O
W
d0
N
:NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR
THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT.
NATIONAL FLOOD INSURANCE PROGRAM
ELEVATION CERTIFICATE
Read the instructions on pages 1.7.
,-�. vVV/ VV/ 1
Expires July 31, 2002
A ,
SECTION A - PROPERTY OWNER INFORMATION Forinsurance company Use:
BUILDING OWNER'S 14ME r Policy Number —,
BUILDING STREET ADDRESS (including ApL, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number
/g3 �-� So,
CITY Kw ►'lam. sTl�i 4- Z (Fd 1 7 8
,PROPERTY DESCRIPTION 4tM)d Blgct Npmbers, Tax Parccel Number, Legal Description, etc.) _ . _
etc. Use a Comments area,
# - #t#' - ##.##' or ft 1927 ❑ NAD 1983 SGS Quad Map ❑ Other.
7"29—SZ 7 ii
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP COMNIUN TY NAME 8 COMMUNITY NUNBER B2 COUNTY NAME T_ 83. STATE
84. MAP AND PANEL
B5, SUFFIX
97. FIRM PANEL
B9. BASE FLOOD ELEVATION(S)
NUMBER
B6. FIRM INDEX DAM
EFFECTIVEIREVISED DATE
B8. FLOOD ZONE(S)
(Zone A0, use depth of Iloo ft
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 89.
O FIS Profile O FIRM O Community Determined O Other (Describe):
B11. Indicate the elevation datum used for the BFE in B9: O NGVD 1929 O NAVD 1988 O Other (Describe):
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? O Yes O No
CITY OF T
Date
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) uL; I / / Inn
C1. Building elevations are based on: O Construction Drawings' O Building Under Construction' O Finished Constriction
`A new Elevation Cetificatewill be required when construction of the building is complete. PERMIT CENTER
C2. Building Diagram Number— (Select the building diagram most similar to the building for which this cerlificate is being completed -seepages 6 and 7. If no diagram
accurately represents the building, provide a sketch or photograph.)
C3. Elevations — Zones Al -A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, ARIAE, ARIA1 -430, AR/AH, ARIAO
Complete Items C3.4 below according to the building diagram specified in Item C2. Slate the datum used. If the datum is different from the datum used for the BFE in
Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of
Section D or Section G, as appropriate, to document the datum conversion.
Datum Conversion/Comments
Elevation reference mark used Does the elevation reference mark used appear on the FIRM? O Yes O No
El a) Top of bottom floor (inducing basement or enclosure)
O b) Top of next tier floor
CI c) Bottom of lowest horizontal structural member (V zones only) f•(m) o
truct o
• d) Attached garage (lop of slab) _ ft (m) E
• e) Lowest elevation of machinery and/or equipment w
servicing the building (Describe in a Comments area) ,_ fL(m)
13 f) lowest adjacent (finished) grade (LAG) _tt (m) � .
❑ g) H alacent (finished) grade (HAG) _ _ft (m)
❑ h) No. of permanent openings (food vents) villain 1 fl. above adjacent grade
❑ 7 Total area of an p openings (flood vents) in C3.h sq. in. (sq. cm)
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information.
I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available.
I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
CERTIFIERS NAME LICENSE NUMBER
TITLE COMPANY NAME
ADDRESS CITY STATE ZIP CODE
SIGNATURE DATE TELEPHONE
FEMA Form 81 -31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS
g j d 09176 Laa -92 aij0 t i ai.aeQ et3� T I �0 LO oaQ
j.
l*
Z
�z
�W
QQ
JU
0
W =
co U_
WO
U_Q
(0 =)
= a
�W
Z =
H
w�
U�
CO
o t--
Ww
W
Z
U=
O
Z
I
City of Tukwila Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
r soa
Z
03 -03 -2006
Z
�w
JU
00
JIM PITZER
W
46533 284 AV SE
W
ENUMCLAW WA 98022
w 0
RE: Permit Application No. iD05 -382
Q
11834 44 PL S TUKW
LL
N a
=
Dear Permit Applicant:
W
_
Z
I--
In reviewing our current permit application files, it appears that your permit application applied for on 10/27/2005. has not been
W O
issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every
W
�
permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your
p
permit application expires on 04/25/2006.
L) W
' � H
If you choose to pursue your project, a written request for extension of your application addressed to the Building Official,
= W
demon:ira(ing justifiable cause, will need �o be received at the Pertnit Center prior to your expiration date of 04/25;2006. If it is
E—
determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date.
u' Z
W
In the event you do not receive your written request for extension, your permit application will become null and void and your project
U
will require a new permit application, plans and specifications, and associated fees.
.0 H
Z
Thank you for your cooperation in this matter.
Sincerely,
�• . h
c zzl
( AJei er larshall
it echnician
xc: Permit rile No. DOS -382
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206- 431 -3665
ATTENTION
The next image may be a duplicate of the previous image.
Please disregard previous image.
❑ Please disregard previous 2 images.
❑ Please disregard previous 3 images.
❑ Other:
Z
Z
W
QQ
JU
UO
CO
W =
I--
CO !L
W O
U. Q
C d
= W
1- _
ZF
F- O
Z F-
w
�o
o�
o f-
w w:
�O
w z
UN
z
NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARfiHAN
THIS NOTICE IT IS TO_THE QUALITY OF THE DOCUMENT.
1908
03 -03 -2006
JIM PITZER
46533 284 AV SE
ENUMC'LAW WA 98022
City of Tukwila
Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
Its: hermit Application No. D05 -382
11834 44 PL S TUKW
Dear Permit Applicant:
In reviewing our current permit application files, it appears that your permit application applied for on 10/27/2005. has not been
issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every
permit application not issued within 180 days front the date of application shall expire by limitation and become null and void. Your
permit application expires on 04/25/2006.
If you choose to pursue your project, a written request for extension of your application addressed to the Building Official,
demon:traling justifiable cause, will need ;o be received at the Perntit Center prior to your expiration date of 04/252006. If it is
determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date.
In the event you do not receive your written request for extension, your pennit application will be: ome hull and void and your project
will requires a new permit application, plans and specifications, and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
Je i er larshall
ermit echnician
xc: Permit File No. D05 -382
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 * Fax: 206 - 431 -3665
z
Z.
tY
LU
7-
D
J U'
0
Co Cl
LU
to LL
WO
U-
?
Z d.
tr W
Z =
F-
t— O
z F—
W LU
U
O�
� F-
W W
H
O.
tll Z
U CO)
H- H'
O
z
i
i
A%�
i
DUNCANSON
Company, Inc.
November 23, 2005 nc105495
Ms. Jennifer Marshall
Permit Technician
City of Tukwila
6300 Southcenter Boulevard, Suite 100
Tukwila, Washington 98188
Subject: pp
Development Permit Application D05 -382
p
Gem Construction 1183444 th Place South
Resubmittal
Dear Jennifer:
Enclosed are 4 Sets for the revised site /civil plans for the above project. We have
addressed the revision comments as outlined below:
y Building Department
The plans show a roof and footing drain system. The front roof drains and the footing
drain will independently connect to the proposed catch basin in 44 Place South. The
c, rear (east) downspouts will discharge to splash blocks. These improvements are
consistent with the original comments made by the public works department.
Planning Department
The house was moved back several feet so the porch meets the front setback.
I
Also, the proposed driveway is 20 feet wide; whereas the lot is 40 feet wide. The
driveway will consist of approximately 480 SF of pavement. Therefore the driveway is
not more than 50% of the front yard nor does it exceed 800 SF.
Sincerely,
1 Duncanson Company, Inc.
i
Harold M. Duncanson, P.E.
President
i
Enclosure
145 SW 155th Street • Suite 102 - Seattle, Washington 98166
Pb o� 206.244.4141 • Fax 206244.4455 • Web wtutu.duncansonco.com
CC: John Tam re I
I CIVIL ENGINEERING
z
z
a
a
O
z
Q
J
z
'�-- Z.
�U
U
N
CO LU
J F--
to U-
w O
U.
CO D
=w
z�
E- O
z F-
W
U�
ON
,3 ~
w W
z
F-
!� O:
w Z
U
z
o?
W
O
s ,
City of Tukwila Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
rsoa
z
�Z
November 4, 2005'"
W
�
D
JU
00
.
N 0
John Tamburelli
CO LU
_
H
1201 Monster Rd SW, Ste 320
cn W
Renton, WA 98055
W 0
RE: Letter of Incomplete Application #1
Q
Development Permit Application Number D05 -382
CO D
GEM Construction - 11834 44 PI S
F_Z- W
Z
I--
Dear Mr. Tamburelli:
Z �
W
�j
This letter is to inform you that your application received at the City of Tukwila Permit Center on Octobet: 27, 2005 is
U 0
determined to be incomplete. Before your application can continue the plan review process the attached items from the
O N
following department(s) need to be addressed:
0
W
2
Building Department: Allen Johannessen, at (206) 433 -7163, if you have questions regarding the
F' �
u'
attached memo.
O
. Z
W�
Planning Department: Brandon Miles, at (206) 431 -3684, if you have any questions regarding the
attached memo.
~O F=-
Z
Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other .
documentation. The City requires that four (4) complete sets of revised plans, specifications and/or otlicr documentation be
resubmitted with the appropriate revision block.
In order to better expedite your resubmittal a 'Revision Submittal Sheet' must accompany every resubmittal. I have
enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a
messenzer service.
If you have any questions, please contact me at the Permit Center at (206) 433 -7165.
SincereI ,,
e ife arshall
Permit Technician
Enclosures
File: Permit D05 -382
P,Vennifer\Incomplete Letters \D05 -382 Incomplete I.tr #I.DOC
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665
;� , � .., .... :. ..,. ..:z,:.,.. , ,. 2ti;. l r.d �., ;. w�. �rod�i ;..0 +q+.A��'•,s:....,�.±rs�4;' '+:+uius»;&.+xu aivl...;�.:c.+.2eti.',;:t.::u �:,u':L'.•�.ae.5s�a'.iwu. �S.w iw,...e:w,s:...aw ti:.�1:2+sc.,�.:/:u Y:r�:.�:uL.w:w:.
Determination of Completeness Memo
Date: November 1, 2005
Project Name: GEM Construction
Permit #: D05 -382
Plan Review: Allen Johannessen, Plans Examiner
A Building Division has deemed the subject permit application incomplete. To assist the applicant in
expediting the Department plan review process, please forward the following comments.
PLAN SUBMITTALS: (Min. size 11 x17 to maximum size of 2436; all sheets shall be the same size).
(Drawing and structural calculations sheets shall be original signed wet stamp not copied.)
1 The site plan does not show a footing or roof -drain discharge system. Provide additional plan details to
identify a footing drain or a crawl space water discharge system. Show roof drainage system or downspouts.
The footing discharge system will generally be separate from the roof drain system. Coordinate any
combined discharge systems with the Tukwila Public Works Department. The intent is that groundwater will
not accumulate in the basement or crawl space.
Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670.
No further comments at this time.
Z
�Z
�w
aa
JU
UO
Cl)
CO W
CO L
W
2
U.
(J)a
=w
F- Z
? F-
�- O
Z F-
25
U
O co
0 F-
LLI
.Z
w
CO
O
Z
PLANNING DIVISION COMMENTS
DATE:
November 1, 2005
CONTACT:
John Tamburelli
RE:
D05 -382
ADDRESS:
11834 44` PL S
ZONING:
Low Density Residential (LDR)
Planning Division of DCD has reviewed the permit application. The application as submitted cannot be
approved.
The property is zoned Low Density Residential (LDR). The LDR zone requires a 20 -foot setback for all
structures. It appears that on sheet C 1.2 that the entrance feature for the home extends into the 20 -foot setback
area. Push the house further to the rear in order meet setbacks.
Also, please be advised that TMC 8.25.020 limits the amount of durable uniform surface (the driveway) on lots
devoted to single- family residential uses. No more than 50 percent of the front yard or 800 square feet, which is
smaller, may be approved durable uniform surface.
z
� Z
'~ w
u� S
U O
N
J =
H
CO U_
W O
LL ¢
9Aa
=W
Z f..
ZO
VO
O—
CO
oF_
W W'.
~ h
�- O.
.. Z
W
CO
O
Z
I
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D05 -382
DATE: 09 -06 -06
PROJECT NAME GEM CONSTRUCTION
SITE ADDRESS: 11834 44 PL S
Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # X Revision # 1 After Permit Issued
DEPARTMENTS:
Ovision , r G
Buil ng Fire Prevention ❑ Planning Division ❑
Public Works ❑ Structural ❑ Permit Coordinator ❑
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09-07-06
Complete 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 ROUT NG:
Please Route Structural Review Required ❑ No further Review Required ❑
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: DUE DATE: 10-05-06
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:
Documents/routing slip.doc
2 -2M2
n1tiY 1�'S. i8dw.x,ii „roa;yu..'. ,(S ai: ai } +.�.fiG3aM��r� ": .JS. ,.y1 : .:ai q'ts2 i�i- 'u 7: ir .lzna.4'.. .Y 'isww'J;ea. tysj= 5 Nu
z
�z
�w
U
N
J =
H
N LL
wo
9_j
LL ¢
cl)
=w
�_
Z I...
Zo
W
U�
ON
o I-
WW
H�
LL O
.z
w
U=
O
z
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D05 -382 DATE: 11 -23 -05
PROJECT NAME GEM CONSTRUCTION
SITE ADDRESS 11834 44 PL S
Original Plan Submittal X Response to Incomplete Letter #
Response to Correction Letter # Revision # After Permit Issued
DEPARTMENTS: 05--*" �M AV
Bui ng Division Fire Prevention ❑ Planning Division d
Pub is Worlds Structural ❑ Permit Coordinator ❑
LM YIA
DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 1
Complete 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 ROUTING:
Please Route i Structural Review Required ❑ No further Review Required ❑
REVIEWER'S INITIALS: DATE:
I
i
i
APPROVALS OR CORRECTIONS DUE DATE: 1 2-27-05
{
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:
Documents/routing slip,doc
2.2"2
.,4 ,, �e.:'i� :;}7 z :!�,,;�. i ,,�j;.: �irid.' ":+:r fitk'NAi ";^ ':wX,� ,i'l. �.?q Li {:x.r.aoM:. w. An�VW ,3,k,kMfitih6,.,,tttuluk:arf
z
�w
QQ
JU
00
N
CO LLI
J I_
N U_
w
�:3
w?
Cj)d
=w
�_
z�
HO
w
�5
L)
O-
°H
w
�- O
w
z
v=
0
z
PERMIT COORD COPT!
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D05 -382
DATE: 10-27-05
PROJECT NAME GEM CONSTRUCTION
SITE ADDRESS: 11834 44 PL S
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
Revision # After Permit Issued
DEPARTMENTS:
Builg ivislon Fire Prevention Planning Division
Public Works ❑� Structural ❑ Permit Coordinator ❑
DETERMINATION OF COMPLETENESS (Tues., Tht.irs. DUE DATE: 1 1-01-05
Complete ❑ 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 ROUTING:
Please Route ❑ Structural Review Required
REVIEWER'S INITIALS:
❑ No further Review Required ❑
DATE:
APPROVALS OR CORRECTIONS:
Approved ❑ Approved with Conditions❑
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg Fire ❑ Ping'o PW ❑ Staff Initials:
i
F .
2 -28 -02
DUE DATE: 11 -29 -05
Not Approved (attach comments) ❑
z
iF- W
JU
UO
Cl) 0
U) LLI
J =
I--
S2 LL
wo
LL
?.
�
=w
z�
z°
III LIJ
U�
O�
� H
w LLJ
ILL
. z.
W
U=
O�
z
PROJECT NAME: _. _ +�"'? v�� V.�(',�161n PEWW -1 NO:.. —.��f
Site Address Origindl Issue Date:
REVISION LOG
Revision ' Date i Staff I Date Stan
No Received Initials Issued teals
Date
Summary of Revision:
e�
_
. No. '
Received
Received
(please print)
(please print) -
1 Revision
Date
Staff
Date
Staff
. No. '
Received
I Initials I
Issued
I Initials
(please print)
(please print)
Revision
No.
Date
I Received
Staff
I Initials
Date I Staff
I Issued Initials
Summary of Revision
Received By:
tplt:45C pi 141
, �' � ,�,•�'."`X." .•�"."rnx�±!P.ayv,�_�,!wY *�+ . wir�r�x�+ aa• n + rvr:# b6xA: Y aY' Pd'' LY +" + �2?. X✓ 3?}. 9 nx ; 1 + r. nn�l.<n� .X�
I
�x
z
Z
�w
2
0
U
0
CO
H
U.
WO
U.
CO D
=
�W
Z =
H
F- O
z F-
W
W
U�
ON
C3 I—
W
HP
-O
z
W
U=
O F-
z
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206431 -3670
Fax: 206 - 431 -3665
Web site: hQ.- 11www.ci.tukwi1a.wa.us
Steven M Mullet, Mayor
Steve Lancaster, Director
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date:
❑ Response to Incomplete Letter #
Plan Check/Permit Number: �(�;— �2-
❑ Response to Correction Letter #
❑ Revision # after Permit is Issued
�f Revision requested by a City Building Inspector or Plans Examiner
Project Name:
Crry Of� tVVU
SEP 0 6 2006
Project Address: l � q `'1 u lk
Contact Person: � S C _ �� .y�� Phone Number: 2.55 O , - 7 L
Summary of Revision:
SLeot t,-
Sheet Number(s): 'Z_
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by:
Entered in Permits Plus on
pp ications orms -app ications on me evasion submittal
Created: 8 -13 -2004
Revised:
Z
'~ w
D
UO
CO
to LLJ
J H
N ti
WO
�_J
U_
�D
=
�w
Z =
t•-- O
W
5
U
O�
o H
w
F
u- O.
. Z .
W
U 1,
z
5.. ,a_1
Steven M. Mullet, Mayor
Steve Lancaster, Director
REVISION SUBMITTAL
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date: I I12- j ()5 Plan Check/Permit Number: D05-382
® Response to Incomplete Letter # 1
❑ Response to Correction Letter # �clVtl=p
❑ Revision # after Permit is Issued KWU
❑ Revision requested by a City Building Inspector or Plans Examiner NOV 2 3 2005
PERMIT CEN'T'ER
Project Name GEM CONSTRUCTION
Project Address 11834 44 PL S
Contact Person John Tamburelli Phone Number:
Summary of Revision:
Motui-) asu';Z 08r - 50�=
S ZL MT-n kI cY2
Sheet Number(s): CA f I &�,�, 2
"Cloud" or highlight all areas of revision including date of revision n n
Received at the City of Tukwila Permit Center by: f�,M� �/� ,CX
0 Entered in Permits Plus on
Z
;= Z
w
2
D
J0
00
Co 0
co w
J =
F—
LL
w
J
LL
=
�w
z
F—
F— O
w LU
�p
U
0 F_—
w w
F-
�O
.. Z
w
U=
O
Z
pplications forms- applications on line\revision submittal
Created: 8 -13 -2004
Revised:
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
�k f
Tukwila, Washington 98188
Phone: 206 -431 -3670
1908
16 08
Fax: 206 - 431 -3665
Web site: http://www.ci.tukvvila.wa.its
Steven M. Mullet, Mayor
Steve Lancaster, Director
REVISION SUBMITTAL
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date: I I12- j ()5 Plan Check/Permit Number: D05-382
® Response to Incomplete Letter # 1
❑ Response to Correction Letter # �clVtl=p
❑ Revision # after Permit is Issued KWU
❑ Revision requested by a City Building Inspector or Plans Examiner NOV 2 3 2005
PERMIT CEN'T'ER
Project Name GEM CONSTRUCTION
Project Address 11834 44 PL S
Contact Person John Tamburelli Phone Number:
Summary of Revision:
Motui-) asu';Z 08r - 50�=
S ZL MT-n kI cY2
Sheet Number(s): CA f I &�,�, 2
"Cloud" or highlight all areas of revision including date of revision n n
Received at the City of Tukwila Permit Center by: f�,M� �/� ,CX
0 Entered in Permits Plus on
Z
;= Z
w
2
D
J0
00
Co 0
co w
J =
F—
LL
w
J
LL
=
�w
z
F—
F— O
w LU
�p
U
0 F_—
w w
F-
�O
.. Z
w
U=
O
Z
pplications forms- applications on line\revision submittal
Created: 8 -13 -2004
Revised:
File: D05 -0382
35mm Drawing
#1 -3
LO"low (QCr) xtrd t4tm- (QM) 7+d - y
smarms rm '2MA171— 9
tM 3LID9 133MI 19SIA 39 1"1
SM901ONHJ31 -
NouonmsNOO 4 -
I n
� �� X
.~. a op off 1 1 .
« ;. -
- 11rDlOLL
14 ll� 11
b ill I I
IL
h. = O O gg o ,
vWmv : r• ri Q �w i a • w
'LORD �■ . d
ol Y
CID -W am � ; -
� o00 0 0 ors
A
a
crow l o n r a e n n s+ •r
W �D� r ♦ r t . ♦ w w t w w OL � fla
LID
s s a$� s e —
� —
O 4� _
g _
! 1
y
LACK aWAM X"
6411 n 4ftv 4111
D
r y —
� $ �
l $ . _
$ �$ a Fit
fii a
Il 1 . 9 .��
fig I IM I lift
lid
�a
S
'9' ! EI � 3���
j•
3hi
Z E� Y ��� ; � i° 4 s � P � I �i 6 q p cape
� 9 F � iY � � � �� il�� e I � Y E`�! S � �1 � ! MO ' ig" 7E i ' � 1" P 3 9 F e P �i��� ��1�t@ a i p
n�e,F
f
�
{ fily � p U) f�� � :S�Efi�9Y ¢Itl€i0i1� 3��9l i ;3i €S4i�9� /pi9tld 93�Ei `199I�4�te�
I
_
_
rn
— M
/
A
N _
— o
iZ
T.
-
LTI
N
i i E
-
� �l��
PC
PIK
� ` � � a � � ' s ��# � ��!• � �� � �Y s � ! cry
i -- -- '�
UP Of 11
up I
i 1 1.
i - ra
Jig
s .
i
n . 4
PLAN 2010 A/2
f:l 1T
a • r
1"I 6E FMT 6TREET SUITE 204
CEL.LEVM U4 95AA!
M (423) 4W -04b4 PAX C4200 ~-0607
11
�i
'9
H i l l
1 ,
V pf ��
all,
fog# 11 It Is ! I B ���
D
V F
®r
�E
q77 t
7�
N i fig !I
� 4
N
my
PLAN 2010 X4/1
coNsTRucnON
MM TECHNOLOGIES
I"I O-E FIRST STREET SUITS 204
CELLEVUr;', W4 somm
M (425) 4W -aW" PAX (42D) 400-68C"
L
W
- r
—
— C7
—
r
r
CD
-
IV i
Go'
_
W —
C -
=N
�i
'9
H i l l
1 ,
V pf ��
all,
fog# 11 It Is ! I B ���
D
V F
®r
�E
q77 t
7�
N i fig !I
� 4
N
my
PLAN 2010 X4/1
coNsTRucnON
MM TECHNOLOGIES
I"I O-E FIRST STREET SUITS 204
CELLEVUr;', W4 somm
M (425) 4W -aW" PAX (42D) 400-68C"
L
W