HomeMy WebLinkAboutPermit D16-0163 - DOAK HOMES / LOT 8 - NEW SINGLE FAMILY HOMEDOAK HOMES - LOT 8
5 015 S 12 2"D L N
D16-0163
• City of Tukwila
• '� Department of Community Development
�x` � 6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
''` Phone:206-431-3670
Inspection Request Line: 206-438-9350
Web site: http://www.TukwilaWA.�ov
COMBOSFR PERMIT
Parcel No: 0179001863
Address: 5015 S 122ND LN
Project Name: DOAK HOMES - LOT 8
Owner:
Name: DOAK HOMES INC
Address: 11812 26TH AVE SW , BURIEN, WA,
98146
Contact Person:
Name: DARRYL DOAK SR
Address: 11812 26TH AVE SW , BURIEN, WA,
98146
Contractor: '
Name: DOAK HOMES INC
Address: 11812 26 AVE SW , SEATTLE, WA,
98146
License No: DOAKHi*092NZ
Lender:
Name: DOAK HOMES INC
Permit Number: D16-0163
Issue Date: 6/12/2017
Permit Expires On: 12/9/2017
Phone:(206)246-6587
Phone: (206) 246-6587
Expiration Date: 8/13/2017
Address: 11812 26 AVE SW , SEATTLE, WA,
98146
DESCRIPTION OF WORK:
COSNTRUCTION OF A NEW 1,500 SQ FT SIN6LE FAMILY HOME WITH A 325 SQ FT ATl'ACHED GARAGE.
Project Valuation: $181,875.10 Fees Collected: $46,269.91
Type of Fire Protection: Sprinklers:
Fire Alarm:
Type of Construction: VB Occupancy per IBC: R-3
Electrical Service Provided by: TUKWILA Water District: TUKWILA
Sewer District: TUKWILA
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
International Residential Code Edition:
International Mechanical Code Edition:
Uniform Plumbing Code Edition:
International Fuel Gas Code:
Public Works Activities:
2015 National Electrical Code:
2015 WA Cities Electrical Code:
2015 WAC 296-466:
2015 WA State Energy Code:
2015
2014
2014
2014
2015
Channelization/Striping:
Curb Cut/Access/Sidewalk: 1
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering: Volumes: Cut: 40 Fill: 20
landscape Irrigation:
Sanitary Side Sewer: Number: 1
Sewer Main Extension:
Storm Drainage: 1
Street Use:
Water Main Extension:
Water Meter: Yes
�
Permit Center Authorized Signature: i� Date: Y/ � I�
I hearby certify that I have read and examined this permit and know the same to be true and correct. 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 provisions of any other
state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this
development permit and agree to the conditions attached to this permit.
Signature: 6��� . Date: � �l2 '�
Print Name: �/2 ( � ��i9'- C ��'' �
This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
1: ***PUBLIC WORKS PERMIT CONDITIONS***
2: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement
and completion of work at least 24 hours in advance. All inspection requests for utility work must also be
made 24 hours in advance.
3: Permit is valid between the weekday hours of 7:00 a.m. and 10:00 p.m. only. Coordinate with the Public
Works Inspector for any work after 5:00 p.m. and weekends.
4: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable
service lines be underground from the point of connection on the pole to the house.
5: Any material spilled onto any street shall be cleaned up immediately.
6: Temporary erosion control measures shall be implemented as the first order of business to prevent
sedimentation off-site or into existing drainage facilities.
7: The site shall have permanent erosion control measures in place as soon as possible after final grading has
been completed and prior to the Final Inspection.
8: The Land Altering Permit Fee is based upon an estimated 40 cubic yards of cut and 20 cubic yards of fill. If
the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and
pay the difference in permit fee prior to the Final Inspection.
9: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a
vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period,
cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must
be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and
immediately before, during and following storms.
10: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at
least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction
approval.
11: The house fire sprinkler system shall be designed by a Fire Sprinkler System Designer. Designer shall verify
in writing to the Public Works Inspector that a 3/4-inch water meter and service line meets domestic water
and fire flow requirements. if domestic water and fire flow requirements are not met, then a 1-inch water
meter with a 1-inch service line is required. Refer to attached Public Works Details for 1" FIRE/DOMESTIC
SERVICE and/or 1" FLOW-THROUGH SYSTEM. Coordinate with Public Works Project Inspector.
12: ***BUILDING PERMITCONDITIONS***
13: Work shall be installed in accordance with the approved construction documents, and any changes made
during construction that are not in accordance with the approved construction documents shall be
resubmitted for approval.
14: All permits, inspection record card and approved construction documents shall be kept at the site of work
and shall be open to inspection by the Building Inspector until final inspection approval is granted.
15: 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.
16: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
17: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to
any requirements for special inspection.
18: All wood to remain in placed concrete shall be treated wood.
19: There shall be no occupancy of a building until final inspection has been completed and approved by
Tukwila building inspector. No exception.
20: 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.
21: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles
shall be ventilated in accordance with the applicable provisions of the International Mechanical Code.
22: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion.
Strapping shall 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.
23: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the
City of Tukwila Building Department (206-431-3670).
24: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
25: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is
placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice
shall be removed from spaces to be occupied by concrete.
26: 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.
27: ***MECHANICAL PERMIT CONDITIONS***
28: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center (206/431-3670).
29: All permits, inspection record card and approved construction documents shall be kept at the site of work
and shall be open to inspection by the Building Inspector until final inspection approval is granted.
30: Manufacturers installation instructions shall be available on the job site at the time of inspection.
31: 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.
32: 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.
33: ***PLUMBING/GAS PIPING PERMIT CONDITIONS***
34: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the
Tukwila Building Division.
35: All permits, inspection records and applicable plans shall be maintained at the job and available to the
plumbing inspector.
36: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and
the Fuel Gas Code.
37: No portion of any plumbing system or gas piping shall be concealed until inspected and approved.
38: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and
Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of
the holder of the permit to make sure that the work will stand the test prescribed before giving notification
that the work is ready for inspection.
39: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall
unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes
installed outside the conditioned space shall be insulated to minimum R-3.
40: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing �
shall be protected by steel nail plates not less than 18 guage.
41: Piping through concrete or masonry walls shall not be subject to any load from building construction. No
plumbing piping shall be directly embedded in concrete or masonry.
42: All pipes penetrating floor/ceiling assemblies and fire-resistance rated walls or partitions shall be protected
in accordance with the requirements of the building code.
43: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin
layers to twelve inches above the top of the piping with clean earth, which shall not contain stones,
boulders, cinderfill, frozen earth, or construction debris.
44: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or
an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other
ordinance of the jurisdiction.
45: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit.
46: All new plumbing fixtures installed in new construction and all remodeling involving replacement of
plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies
that use significant quantities of water shall comply with Washington States Water Efficiency ad
Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section
402 of Washington State Amendments
48: New and existing buildings shall have approved address numbers, building numbers or approved building
identification placed in a position that is plainly legible and visible from the street or road fronting the
property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers
or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width
of 0.5 inch (12.7mm). (IFC 505.1)
49: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide
area below each required rescue window. (City Ordinance #2435)
50: Maximum grade for all projects is 15% with a cross slope no greater than 5%. (City Ordinance #2435)
47: Contact The Tukwila Fire Prevention Bureau to witness.all required inspections and tests. (City Ordinances
#2436 and #2437)
51: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply
approval of such condition or violation.
52: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention
Bureau at (206)575-4407.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
5180 BACKFLOW - FIRE
1700 BUILDING FINAL**
0301 CONCRETE SLAB
0610 ENERGYEFFCERT
5200 EROSION MEASURES
5210 EROSION MEASURES FNL
0612 EXT ROOFING INSUL
1400 FIRE FINAL
0201 FOOTING
0202 FOOTING DRAINS
0200 FOUNDATION WALL
0409
0708
► � iI�7
0606
8004
5040
0703
1800
0608
1500
1900
1600
0401
0603
9002
0701
8005
5070
0602
5090
0412
9001
FRAMING
GAS FIREPLACE INSERT
GAS PIPING FINAL
GLAZING
GROUNDWORK
LAND ALTERING
MECH EQUIP EFF
MECHANICAL FINAL
PIPE INSULATION
PIPE/DUCT INSULATION
PLANNING FINAL
PLUMBING FINAL
PUBLIC WORKS FINAL
ROOF SHEATHING
ROOF/CEILING INSUL
ROUGH-IN GAS PIPING
ROUGH-IN MECHANICAL
ROUGH-IN PLUMBING
SANITARY SIDE SEWER
SLAB/FLOOR INSUL
STORM DRAINAGE
UNDERFLOOR FRAMING
UNDERGROUND
0601 WALL INSULATION
0413 WALL SHEATHING/SHEAR
5130 WATER METER - PERM
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CITY OF TUK �'.A
Community Developr.:ent Departn:ent
Public Works Department
Permil Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
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CombinatioL _ ermit No. � ��D '� � �
Project No.:
Date Application Accepted: � l4
Date Application Expires: ���_
use
COMBINATION PERMIT APPLICATION - NEW SINGLE FAMILY
Applications and plans must be complete in order to be accepted for pian review.
�p� g Applications will not be accepted through the mail or by fax.
**please print**
SITE LOCATION
King Co Assessor's Tax No.: ��7 9OO 186,�
Site Address: �� �J �� � a� NGC ` 19N�'
PROPERTY OWNER
Name: • � I�m � � C
/
Address: /� cq� 2_ a 6�� �e �' � I
l d J�
City: � r.�� State: J� )� Zip o yL�
K/ b / 7
ENG[NEER OF RECORD
Company Name: �11 f/��7– �/11 J/LPp�,//lJ
Engineer Name: `'— � "
�m�� /�lI�C�/Z-
Address: ���S--a 5-- l y�,� ,��e s. Lti
��ty: �oo ��u�/� State:�� Z�p9�o7.2
Phone: a 0� _/ a F � �
6�
Email:
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� PROJECT lNFORMATION —
Valuation of project (contractor's bid price): $ �
Scope of work (please provide detailed information): �oA7 Sf � k-G���� o / 5� 0� � S/�l�/�E'
�� �v�,i �y rPs � c��ti c e � �`�t� ,� ��,� c�t� �� Cs'��� ,� ,
DETAILED BUILDING INFORAMTION —
PROPOSED SQUARE
PROJECT FLOOR AREAS FOOTAGE
Basement
15' floor Q.r`�D
V !
2" floor � `7 �^�
...s v
Garage � carport ❑ � ���
Deck — covered �" uncovered ❑
Total square footage
Per City of Tukwila Ordinance No. 2327, all new single family homes are required to have an automatic fire sprinkler system installed
in the home. Please contact the Tukwila Fire Department for more information - 206-575-4407.
EQUIPMENT AND FIXTURES —
INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT.
MECHANICAL: o J
Value of inechanical work $�d UG �
� furnace <100k btu
�_ thermostat
emergency generator
�
�
jue! type:
appliance vent �
wood/gas stove
other mechanical equipment
PLUMBING: / ��v ov
Value ojplumbing/gas piping work $ �9
/ bathtub (or bath/shower om bidet
� dishwasher floor drain
�' lavatory (bathroom sink) �_ sink
� water heater (gas) lawn sprinkler system
❑ electrie
� gas
ventilation fan connected to sing(e duct
water heater (electric)
clothes washer
shower
water closet
gas piping outlets
H:Wpplica�ions\Forms-Applications On Line\2011 Applica�ions\fombinalion Permit Application Revised 8-9-I l.docx
Revised: August 2011 Page 2 of 4
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� PUBLIC WORKS PERMIT INFOR. .TION —
Scope of work (please provide detailed information):�,C�r� �i�p /q�,� /.� /7�P�"/�/�i h ov`Cu,p S��
�' . S E' cc9�2 �` S' 7� � ��---�
Lc% �i � Pf" S'C'/�L°! l c'r'/Z� c�/�A/N/� �E� �c� Y/EC� /�.� PtJ S"i/I����
�rJ ry1 � �% .�i c� rl•J P ,
Call before you Dig: 811
� Please refer to Public Works Bulletin #1 for fees and estimate sheet. ----1
WATER DISTRICT
�.. Tukwila ❑... Waier District # 125 ❑... Highline
❑.. Letter of water availability provided
SEWER DISTRICT
�'.. Tukwila ❑ ...Valley View ❑... Renton
❑.. Sewer use certificate ❑...Letter of sewer availability provided
❑ .. Renton
❑ .. Seattle
SEPTIC SYSTEM:
❑..On-site septic system — for on-site septic system, provide 2 copies of a current septic design approved by King County Health Department.
SUBMITTED WITH APPLICATION (MARK BOXES WHICH APPLY):
� Civil Plans (Maximum Paper Size — 22" X 34")
❑.. Technical Information Report (Storm Drainage) �. Geotechnical Report
❑.. Bond ❑... Insurance ❑... Easement(s) ❑... Maintenance Agreement(s)
❑ ...Hold Harmless — (SAO)
❑ ...Hold Harmlcss — (ROW)
PROPOSED ACTIVITIES (MARK BOXES THAT APPLY):
❑.. Right-Of-Way Use - Potential disturbance ❑...Construction/F,xcavation/Fill - Right-of-Way...❑ -or- Non Right-of-Way.. ❑
❑ .. Total Cut _ ��� Cubic Yards
❑.. Total Fil� 2 Q Cubic Yards
❑... Work In Flood Zone
.�.. Storm Drainage
�.. Sanitary Side Sewer ❑... Abandon Septic Tank
❑.. Cap or Remove Utilities ❑... Curb Cut
❑ .. Frontage Improvements ❑... Pavement Cut
❑.. Traffic Control � ❑... Looped Fire Line
-�.. Pennanent Water Meter Size ............... .3 WO #
❑.. Residential Fire Meter Size ................. " WO #
❑ .. Deduct Water Meter Size ..................... "
❑ .. Temporar;� �uat�r Met�r Size .............. " ���n �
❑ .. Sewer Main Extension .....................Public ' ❑
- or - Pr�vate
�."I'rench Excavation
�..Utility Undergrounding
❑ .. Backflow Prevention - Fire Protection
Irrigation
Domestic Water
❑.. Water Main Extension Public ❑- or - Private ❑
�
FINANCE INFORMATION — 7'HIS INFORMATION IS REOUIRED TO BE FILLED OUT WHEN REOLIESTING WATER OR SEWER SERVICE
Fire line size at property line number of public fire hydrant(s)
❑ .. water ❑ .. sewer ❑ .. sewage treatment
MONTHLY SERVICE BILLING TO:
Name: Day Telephone:
Mailing
WATER METER REFUND/BILLING:
Mailing
City
Day Telephon
City
State Lip
Sta[e Zip
�
H:\Applications\Forms-Applications On Line�201 I Applieations\Combination Permit Application Re�•ised 8-9-1 I.docx
Revised: August 201 I Page 3 of 4
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PERMIT APPLICATION NOTES — LICABLE TO ALL PERMITS IN THIS 'LICATION — —�
Value of construction —]n al1 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 ] 80 days following the date of application shall expire
by limitation.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE
UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY
� � FOR THIS PERMIT.
PROPERTY OW ER OR THOR ED A ENT: �
Signature: ���� /1�t�(� � �c� �6[�1 t Date:
Print Name:
MailingAddress: � ��,�� �
s,� .
v� S
Day Telephone: � 0� a< b—"6�0 /
� �i,� ��'! y�
� 4� / �/L�
City State Zip
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Revised August 201I Page 4 oi4
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BULLETIN A2
TYPE C PERMITfEE ESTIMATE
PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION
PW may adjust estimated fees ___ __
PROJECT NAME ��? A� ��v�t� e S' /i�' c:- PERMIT # •
If you do not provide contractor bids or an engineer's estimate with your permit
application, Public Works will review the cost estimates for reasonableness and may adjust
estimates.
l. APPLICATION BAS� FEE
2. Enter total construction cost for each improvement category:
Mobilization -C�'� s�
Erosion prevention � .
Water/Sewer/Surface Water � O o � �` �'
RoadlParking/Access �-�'''-
�v
A. Total Improvements � .� �� �
Calculate improvement-based fees:
B. 2.5% of first $100,000 of A.
C, 2.0°Io of amount over $100,000, but less than $200,000 of A.
D. 1.5°Io of amount over $200,000 of A.
4. TOTAL PLAN REVIEW FEE (B+C+D)
5. Enter total excavation volume 7�� cubic yards
Enter total fill volume Z(� cubic yards
�.
250 (1)
jd 8'� 75
�.
� 1 Q $` � 7 S� (4)
Use the following table to estimate the grading plan review fee. Use the
reater of the excavation and fll volumes.
QUANTITY IN CUBIC RATE -
YARDS
U to 50 CY Free
51 — 100 $23.50
101 — 1,000 $37•00
1,001 — 10,000 $49.25
10,001 —] 00;000 $49.25 for 1 ST 10,000,
PLUS $24.50 for each additional 10,000 or fraction thereof.
100,001 — 200,000 $269.75 for 1 ST 100,000,
PLUS $13.25 for each additional 10,000 or fraction thereof.
200,00.1 oc more $402.25 for 1 ST 200,000,
PLUS $"7.25 for each additional 10,000 or fraction thereof.
GRADING Plan Review Fees $�r r`z' (5)
TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION
(1+4+5) $ � J�g s % �
The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the
application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is
attributabie to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fe� E C E I V E D
CITY OF TUKWILq
Approved 09.25.02
Last Revised 01/15/16
JUN 2 0 2016
PERIVIIT CENTER
BULLETIN A2
TYPE C PERMIT FEE ESTIMATE
PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION
'.:� "� PW mav adiust estimated fees
6. Permit Issuance/Inspection Fee (B+C+D}
$ /�� �', 7�" c6�
7. Pavement Mitigation Fee $ �— ��)
The pavement mitigation fee compensates the City for the reduced life span due to removal of
roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and .
on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate
the pavement miti ation fee.
Approx. Pavement Overlay and
Remaining Years Repair Rate
20-15 (100%
15-10 (75°�0;
10-7 (50%)
7-5 (33��0)
5-2 (25%)
2- I (10%)
0-1
(per SF of lane width)
$10.00
$7.50
$5.00
$3.30
$2.50
$1.00
$0.00
8. GRADING Permit Issuance/Inspection Fee
Grading Permit Fees are calculated using the following table. Use
the greater of the excavation and fill volumes from Item 5.
�
� � 3 � �� � (g)
QUANTITY IN CUBIC RATE
YARDS
50 or less $23.50
51 –100 $37.00
101 – 1,000 $37.00 for 1 S` 100 CY
plus $17.50 for each additional 100 or
fraction thereof.
1,001 – 10,000 $194.50 for 1 S' 1000 CY
plus $14.50 for each additional 1,000 or
fraction thereof.
10,001 – 100,000 $325.00 for the ls` 10,000 CY
plus $66.00 for each additional 10,000 or
fraction thereof
100,001 or more $9 l 9.00 for 1 S` 100,000 CY
plus $36.50 for each additional 10,000 or
fraction thereof.
9. Technology Fee (5% of 6+8)
Approved 09.25.02
Last Revised 01/15/16
2
$ ( ,� / (9)
BULLETIN A2
TYPE C PERMIT FEE ESTIMATE
PLAN REVIEW AND APPROVAL FEES DUE WITH APPUCATION
PW may adiust estimated fees
10. TOTAL OTHER PERMITS
A. Water Meter — Deduct ($25)
B. Flood Control Zone ($52.50 — includes Technology Fee)
C. Water Meter — Permanent=k W�Ca,�l�'D� `
D. Water Meter — Water only*
E. Water Meter — Temporary*
'� Refer to the Water Meter Fees in Bulletin A 1
Total A through E
��r� �v��
� (;
� � �O O U
$- %� Cl
11. ADDITIONAL FEES 2t'�
A. Allentown Water (Ordinance .la-7`!J $ ��� � �� , � �
B. Allentown Sewer (Ordinance 1�7'772(� $ Op: `°
C. Ryan Hill Water (Ordinance 1777) $
D. Allentown/Foster Pt Water (Ord 2177)T $
E. Allentown/Foster Pt Sewer (Ord 2177)� $
F. Special Connection (TMC Title 14) $
G. Duwamish $
H. Transportation Mitigation $ l. �'/ �� �-
I Oth F $ T^
9)
. er ees �
Total A through I $ % ��Q� �7(10)
i
llUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ .3 g.y ��� I�
ESTIMATED TOTAL PERMIT ISSUANCE l�ND INSPECTION FEE
This fee includes two inspection visits per required inspection. Additional inspections (visits}
attributable to the Permittee's action or inaction shall be charged $60.00 per inspection.
WATER METER FEE
Permanent and Water Onl Meters
Size Installation Cascade Water Alliance
(inches) RCFC
01.01.2016 —12.31.2016
0.75 $625 $6005
1 $1125 $15,012.50
1.5 $2425 $30,025
2 $2825 $48,040
3 $4425 $96,080
4 $7825 $150,125
6 $12525 $300,250
Approved 09.25.02
Lasi Revised 01/15/16
Tem orar Meter
0.75" $300
2.5" $1,500
Total Fee
$6630
$16,137.50
$32,450
$50,865
$100,505
$157,950
$312,775
� ' ' � � � • � ' � �
PermitTRAK $44,606.42
D16-0163 Address: 5015 S 122ND LN Apn: 0179001863 $44,606.42
0.75 INCH $6,630.00
CONNECTION CHARGE R401.379.002.00.00 0.00 $60.00
METER/INSTALL DEPOSIT 6401.245.100 0.00 $490.00
WATER METER PLAN REVIEW R000.345.830.00.00 0.00 $10.00
WATER METER INSPECTION R401.342.400.00.00 0.00 $15.00
WATER TURN-ON FEE R401.343.405.00.00 0.00 $50.00
CASCADE WATER ALLIANCE 8640.237.500 0.00 $6,005.00
DEVELOPMENT $2,179.10
PERMIT FEE R000.322.100.00.00 0.00 $2,174.60
WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50
IMPACT FEE $2,348.00
FIRE R304.345.852.00.00 0.00 $922.00
PARK R104.345.851.00.00 0.00 $1,426.00
MECHANICAL ' $189.00
PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $1H9.00
PLUMBING $252.00
PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00
PUBLIC WORKS $1,254.88
PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $108.75
CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $108.75
GRADING PERMIT ISSUANCE R000.342.400.00.00 0.00 $23.50
TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $1,013.88
SEWER SERVICE FEE ' $20,400.00
SEWER ALLENTWN/RYAN/FOSTER PT R402.379.004.00.00 0.00 $20,400.00
TECHNOLOGY FEE $137.39
TECHNOLOGY fEE R000.322.900.04.00 0.00 $137.39
WATER SERVICE FEE $11,216.05
WATER ALLENTWN/RYAN/FOSTER PT R401.379.004.00.00 0.00 $11,216.05
� � . � � . . . �. �� ��,� �
Date Paid: Monday, June 12, 2017
Paid By: DOAK HOMES INC
Pay Method: CHECK 9126
Printed: Monday, June 12, 2017 3:56 PM 1 of 1
��SY57EM5
� � � � ` � • ' ' � �
PermitTRAK $8,676.59
D16-0161 Address: 5008 5122ND LN Apn: 0179001858 $1,790.57
DEVELOPMENT $1,540.57
PLAN CHECK FEE R000.345.830.00.00 0.00 $1,540.57
PUBLIC WORKS $250.00
BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00
D16-0162 Address: 5009 S 122ND LN Apn: 0179001862 $1,779.52
DEVELOPMENT $1,529.52
PLAN CHECK FEE R000.345.830.00.00 0.00 $1,529.52
PUBLIC WORKS $250.00
BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00
D16,0163. �:Address: 5015 5122ND LN Apn: 0179001863 $1,663.49
DEVELOPMENT $1,413.49
PLAN CHECK FEE R000.345.830.00.00 0.00 $1,413.49
PUBLIC WORKS $250.00
BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00
D16-0164 Address: 50215122ND LN Apn: 0179001864 $1,779.52
DEVELOPMENT $1,529.52
PLAN CHECK FEE R000.345.830.00.00 0.00 $1,529.52
PUBLIC WORKS $250.00
BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00
D16-0165 Address: 5027 S 122ND LN Apn: 0179001865 $1,663.49
DEVELOPMENT $1,413.49
PLAN CHECK fEE R000.345.830.00.00 0.00 $1,413.49
PUBLIC WORKS $250.00
BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00
s � �� � : . .. . .
. .
Date Paid: Monday, June 20, 2016
Paid By: DOAK HOMES INC
Pay Method: CHECK 9011
Printed: Monday, June 20, 2016 11:16 AM 1 of 1 �,�Iw.,��
--- - , I_ 5Y5?"EIvIS
INSPECTION RECORD
LZ Retain a copy with permit ��� ��`��
INSPECTION N0. PERMIT N0. �
CITY OF TUKWILA BUILDING DtVI510N �
6300 Southcenter Blvd., #100, 7ukwila. WA 98188 (206) 431-3670
Permit inspection Request Line (206) 438-9350
� REINSPECTION FEE REQUlRED. Prior to next inspection, fee must be
paid at 6300 Sauthcenter Blvd.. Suite 100. Call to schedute reinspection.
INSPECTION RECORD
Retain a copy wi�h permit �b'OLlv3
INSPECTION N0. PERMIT N0.
ClTY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #10Q, Tukwila: WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
� Approved per appiicable codes. � Gorrections required prior to approval.
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedute reinspection.
1NSPECTION RECORD
Retain a copy with permit �� -�
INSPECTION N0. PERMIT N0.
CITY OF TUKWIL.A BUIlDING DIVISION
6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
� Corrections required prior to approval.
COMMENTS:
7C, -
�
�
� ,
S
� REINSPEGTION FEE REQUIRED. Prior to next inspec#ion, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Calt to schedule reinspection.
� INSPECTION RECORD �l�����5
Retain a copy with permit
INSPECTION N0. PERMIT NQ.
C1TY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila: WA 98788 (206) 431-3670
Permit inspection Request Line (206) 438-9350
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd„ Suite 1 Q0. Calt to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit � ��` �l �3
1NSPEC710N N0. PERMIT N0.
C1TY OF TUKVVILA BUILDING DIVISIOtV
6300 Southcenter 81vd., #100, Tukwila. WA 98188 (2�fi) 431-36�Q
Permit inspection Request Line (206) 438-9350
Ilnspector: ;'� •, � Q /�!^ _�d.— lua�e: ��2����� �
l� ( ' I
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Btvd., Suite 100. Call to schedute reinspection.
1NSP�CTION RECUFtD
Retain a copy with permit ���0-� 1�3
INSPECTION N0. PERMIT N0.
ClTY OF TUKWIIA BUILDlNG DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspectian Request Line (206) 438-9350
�Approved per applicab{e codes. �Gorrections required prior to approval.
COMMENTS: �
�
� RElNSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD
�� Retain a copy wifh permit �������
INSPECTION N0. PERMIT N0.
CITY �F TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
� Approved per applicable codes. � Corrections required prior to approval.
nspettor:
� -� �
� RElNSPECTION FEE REQUIRED. Prior to next inspection. #ee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedute reinspection.
INSPECTION RECORD
t� Retain a copy with permit ��� E� f�'
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION .
6300 Southcenter Bivd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project: Type of Inspection:
�rF�-K li�b'�n �.3' Lci i �
Address: Oate Called:
�os �"; 1 Z�e�� �.v+
Special Instructions: Date Wanted: �_� �`' � a.m.
KOe���txitJ iY � I11��U1�-77'� --
Requester:
Phone No:
� Appr•oved per applicabie codes. � Corrections required prior to approval.
COMMENTS:
a FC — �� NC'� �%�d:�9-i7o o�
nspector:
nace:
�' ��. /�
� REINSPECTION FEE REQUIRED. Prior ta next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
1NSPECTION RECORD �
�� Retain a cvpy with permit �f ����''�
INSPEC ON N0. PERMfT N0.
CI1'Y OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit inspection Request Line (206) 438-9350
Project: Type of Inspection:
��� �d����
Address: Date Ca{led:
s.5�3% 7 � � l � �/VD �/u
Special Instructions: Date Wanted: .
C�1 � f � � �'�l7 P.m.
��:���� �� Requester.
f.�'�i+`�G�'O ���
Phone No:
Appr•oved per applicable codes.
MMENTS:
Ok � D�.2'v✓� �-L
nspector:
� Gorrections required prior to approval.
(.- ����C,t�'G
��--s��>°��-
���5���7
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD
�� Retain a copy with permit ��������
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION .
6300 Southcenter Blvd., #1Q0, Tukwila. WA 98188 (205) 431-3670
Permit fnspection Request Line (206) 438-9350
Projett: Type of Inspection:
��k f�� S 1��� //S�ULt�-17 0 �v
Address: Date CalCed:
�l� s, i�a� ��
Special Instructions: Date Wanted: a.m_
!�/� /l�s%�l�-1i�0�.J �� :Z � -/ �
'!"YfaQ/� /11/�Ul.�i'T101J Requester:
�/P,� //Y�3"(JL�7'��/ phone No:
� Appr•oved per applicabie codes. � Gorrections requifed prior to approval.
COMMENTS:
c�� � � �. L G�R /�/�',� il� ��"�1d
Date:
/%��'l%
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
INSPECTI4N RECORD
� Retain a copy with permit �f��oc �3
INSPECTION N0. PERMIT N0.
CITY C?F TUKWIL.A BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila: WA 9818$ (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project: Type of Inspection:
�1�1t �vlr �' C�4Z-l�tG
Address: Date CalEed:
��1�' �, I��ND ��
Special {nstructions: Oate Wanted: a. .
�T � i.a -v t -17 p.m.
Requester:
Phone No:
�Approved per applicable codes. � Corrections required prior to approval.
COMMENTS:
r� fZ - �z.�-� 1 �lC�
Inspettor: Date:
. � `�-�1-/ �
� REINSPECTION FEE REQUIRED. Priar to next inspection, #ee must be
paid at b300 Southcenter Blvd., Suite 100. Call to schedute reinspection.
INSPECTION RECORD
� Retain a copy with permit �i������
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION
6300 5oufihcenter Blvd., #100, Tukwila. WA 98788 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project: 7ype of Inspection:
no�-K �a►�� � Ro���-t� Pt-�r��tN�
Address: Date Caqed:
S�t S S � l��,ND �..1�1-�
Special Instructions: Date Wanted: a.m.
��' � �f� �%—/ % p.m
Requester: �
Phone No:
�Approved per appiicable codes. � Corrections required prior to approval.
COMMENTS:
z� - � ��lf �N � �1 t���l(l�
Inspector: ' � pate: f.� � � 7
L
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Btvd.. Suite 100. Cail to schedule reinspectian.
INSPECTION RECORD
� Retain a copy with permit DI �—ol �.e 3
INSPECTION N0. PERMIT N0.
CITY OF TUKWIL.A BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (Z06) 431-3670
Permit Inspection Request Line (206) 438-9350
Project: Type of Inspection:
�� ���s � �,�� P�� �xS�-�T
Address: Date Called:
��= 2/ � /Z 2�v� �+
Special instructionr. Date Wanted:
� �� (� t� � p.m.
Requester:
Phone Np:
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Btvd., Suite 100. Call to schedule reinspection.
1NSPECTION RECORD
� Retain a co�ay with permit Dl�—�t�3
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 981$8 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project: Type of Inspection:
�f� �fDf�LIFS !.v/�-� �'�t�%t�'/Y sf��
Address: Date Cafled:
���..� �2�-,�Ii �.t%
Special Instructions: Date Wanted: a.m.
�1 � jCj-��>7 .m.
Requesier:
Phone No:
Approved per applicable codes.
� Corrections required prior to approval.
COMMENTS:
Z3 . �-- �.- c�'i�'-/� cS� `�
nspector:
�
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Calt to schedule reinspection.
INSPECTION RECORD
� Retain a copy with permit ��� b���
INSPECTION N0. PERMIT N0.
ClTY OF TUICWIL.A BUILDING QIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
�Approved per applicabie codes. �Corrections required prior to appraval.
C�MMENTS:
6 L1('7�-'
� REINSPECTION FEE REQUIREO. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Catl to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit �r� �����
INSPECTION N0. PERMIT N0.
CITY OF TUKWIL.A BUILDING DIVISION .
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit inspection Request Line (206) 438-9350
� Appr�oved per appiicabie codes. � Gorrections required prior to approval.
COMMENTS:
6 /�,�/QVu l l � /�Lli�/�' �J �'/ i /�'
nspector:
����
� REtNSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedute reinspection.
INSPECTION RECORD �f������
Retain a copy with permit
INSPECTION N0. PERMIT N0.
CITY OF TUKWII.A BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (20b) 431-3670
Permit inspection Request Line (206) 438-9350
Ilnspettor. �� Iuate:�� tl3 �7 I
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 630Q Sauthcenter Blvd., Suite 100. Catt to schedule reinspection.
INSPECTION REC�RD . �
�' Retain a copy with permit ���"" ���"�
INSP ON N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIV1514N .
6300 Southcenter Bivd., #1Q0, Tukwila. WA 98188 (206) 431-3670
Permit inspection Request Line (206) 438-9350
� Approved per applicabfe codes. � Corrections required prior to approvaf.
pettor:
Date: �/�
�
� RElNSPECTION FEE REQUIRED. Prior to next inspe�tion, fee must be
paid at 6300 Southcenter Blvd.. 5uite 100. Call to schedute reinspection.
INSPECTION RECORD \ �~
Retain a copy with permit 1'��G �����
INSPECTION N0. PERMIT N0.
CITY QF TUKWILA BUILDING DIVISION �
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367Q
Permit Inspection Request Line (206) 438-9350
� Appr�oved per applicable codes. � Corrections required priar to approvai.
� paid at 6300 Southcenter Blvd.. Suite 100. Catl to schedute reinspection.
���
� 1NSPECTION RECORD �
Retain a copy with permit ��� ���� `�
INSPECTION N0. PERMIT N0.
CITY OF TUKWI�.A BUILDING DIVISION
6300 Southcenter Bivd., #100, Tukwila. WA 98388 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
� Approved per applicable codes. � Corrections required prior to approval.
COMMENTS:
Inspector: Date:
� '7 � %
U KtINSPtGi IUN ftt KEGlU1KtU. F'r�or to next �nspection, tee must be
paid at 6300 Southcenter Blvd., Suite 100. Calt to schedute reinspection.
INSPECTION RECORD �
� Retain a copy with permit ���� �/4�
INSPECTION N0. PERMIT N�.
CITY C)F TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit inspection Request Line (206) 438-9350
Project: Type of Inspection:
�s� /���5 C��/CRIz'7�' .S'Lfi'�
Address: Date Ca{led:
�'D�..S S : fZ2�iJ .liV.
Special Instructions: Date Wanted: a.m
LC� T � 7'3f "/7 p.m.
Requester
Phone No:
� Appr•oved per applicable codes. � Gorrectians required prior to approvaf.
U paid af 6300 Sauthcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD ��
� Retain a copy with permit ��� �alte 3
INS CTION N0. PERMIT N0.
ClTY OF TUKWII.A BUILDING DIVISION �
6300 Southcenter B(vd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project: Type of Inspection:
��� /7''�b�1�..5� iDd�t//��j`Oi(/ GrJ�G.[.
Address: Date Called:
.5'Dl.s � , /22,�Q ,La/,
Special Instructions: Date Wanted: a.m
LOT � `? `3 �' 1 �% P.m.
Requester:
Phone No:
� Appr•oved per applicabie codes. � Gorrections required prior to approval.
-- — .
paid at 6300 Southcenter Blvd., Suite 100. Call to schedute reinspection.
INSPECTION RECORD -�ll.v3 ��
� Retain a copy with permit
INSPECTION N0. PERMIT N0.
CITY OF TUKWIL.A BUILDING DIVISION
6300 Southcenter 81vd., #100, Tukwila. WA 98188 (206) 431-3670
Permit inspection Request Line (206) 438-9350
�Appr•oved per applicable codes. � Gorrections required prior to approval.
��,
.
paid at 6300 Southcenter Blvd., Suite 1Q0. Call to schedule reinspection.
1NSPECTION RECORD
� Retain a copy with permit D��-' `����
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISIQN .
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 43T-3670
Permit inspection Request line (206) 438-9350
� Approved per appticable codes. � Correttions required prior to approval.
COMMENTS:
� - GRa1Nl� 6y"vR K
�'�-�.1 ��7
� REINSPECTION FEE REQUIRED. Prior ta next inspection, fee must be
paid at b300 Southcenter Blvd., Suite 100. Call to schedute rei�spection.
INSPECTION RECORD
Retain a copy with permit �
INSPECTION NUMBER
� _ �
�,/��J�(`�f/ �
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project:�D�� f �� �� � Type of Inspection��N��
�
Address: ` N� Contact Person: � �
suite #: �� 5. �2 Z- L� � dfi"�--
C � �
Special Instructions: Phone N � � ! � , I � �S� �
L�j �
'� Approved per applicable codes. � Corrections required prior to approval.
COMMENTS:
l •� L,_. � -ov
r
�
Needs Shift I
Fire Alarm:
Monitor:
Permits:
5prinKiers:
Hood & Duct:
Pre-Fire:
Occupancv T�
8
�$100.00 REINSPECTION FEE REQUIRED. You will receive �n invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn:
Address:
Companv Name:
State:
Zin:
Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113
�,��+� CITY OF TUKWILA
� � Community Development Department
� �; Permit Center , A �
6300 Southcenter Blvd., Surte 100 �
k �
1D0b Tukwila, WA 98188
�J�
Project N
Permit Center/Building Division:
206=431-3670
Public 1,Norks Department:
206-433-0179
Planning Division:
206-431-3670
RESIDENTIAL HEATING AND VENTILATION COMPLtANCE FORM
(Complete Sections I and II for Group R Occupancies 4 Stories or Less)
MECHANICAL PERMIT APP.LICATION NO.:
� BUILDING PERMIT APP.LlCATION NO.: •
Site Address: �c� .� %' Z ? `t/(� �` �1.7P .
t. WASHtNCTON STATE ENERGY CODE.HEATING: DESICN METHOD (select A,.B or C below):
�
�
6
C
� System Analvsis — W:S.E.C. Chapter 4(sub`mit documentation)
.. .
❑ Gomponent Performance Approach - W.S.E.C. Chapter 5(submit documentation)
� Prescriptive Option — W.S.E.C. Chapter 6(for prescriptive, complete the following calculation):
House Square Footage (heated space): /J �� �'
.
X 20 BTU/h
_ �C�G'L�0 Maximum BTU f H�a1iTi��s��fh�uF��
�%�D OMPLI NCE
� Heating System Installed, (check system type below): APQ���/��
1. ❑ Electric Resistance .iul � 1 20�6
2. ❑ Electric (forced air)
3. �, Other Fuel (gas eat purrep) �
Ciiy f Tukwila
WASHINGTON STATE VENTIIATION AND INDOOR AIR QUALITY CODE (select A B � � G DIVISION
A. ❑ Ventilation bv Performance or Design Method - W.S.V:I.A.Q. Section 302 {submit documentation).
6. (� Prescri�tive Ventilation Options - W.S.V.I.A.Q. Section 303 (select one of the fotlowinp�:
1. 0 Ventilation using ExhauSt Fans (Secfion 303.4.1.) �
❑ Exception for outdoor air inlets — Forced air heating system w/interior doors undercut Yi"
2.
3
�
0 Ventilation integrated with Forced Air System (Section 303.4.2.)
❑ Ventilation using Supply Fan (Section 303.4.3.)
❑ Ventilation using Heat Recovery System (Section 303.4.4.)
❑ Prescriptive Minimum/Maximum Outdoor Air Calculation specified in Table 3-2 (see reverse side of form).
1. House Square Footage: 1.�0 (� R� C E i V E U
CITY OF TUKWlLA
2. House Number of Bedrooms: �_
3. Required Outdoor Air Table 3-2: Minimum - '� � cfm
Maximum = �_ cfm
EHedivs: 7/1/02
�PPlicetionslhsati/p end ventdation system — form t�8 (7-2002)
JUN 2 0 2016
B'ERMIT C;�NTER
m
.
�
�T.L.SCHRIEVER, PE, PLS, CESCL I.AND DEYELOPMENT EN6INEERIN6
14525 -148th Avenua NE (Suite 132j WoodinrUls, WA 95074 (20b) bb9-5Z18 off (425) 489.4168 fax t(Q�civikfhpiaa.com
�
___
__ __
Doak Homes, Inc. . --
:�{.���� ; ,..� ,.�..�..... .., ._..
11812 26�' Avenue S W
Burien, WA 98146 .
��4
November 18, 2013
REVtEVVED Ft��
i'���� ��V��i ��
i A ,
RE: GEUTECHNICAL EVALUATION REPORT ',�UL O 1 2016
FOR RESIDENTIAL BUILDING FOUNDATION �
Lots 2 through 10, Doak BLA L08-0404 (51g' Place S.) ,(��{� Of liU ��a
BUILDING DIVISION
;
INTRODUCTION _ _ .
This report presents the results of our research and investigation of the above described site. The
pwpose of this study was to investigate subsurface soils to provide recommenda.tions for the design of �
residential building foundations.
PROJECT DESCRIPTION
The subject project includes nine single family residential builditig lots that vary in size from
2500 sq. ft. to 4386 sq. ft. The site is loc�ted between 51$` Ptace S. and 50`� Avenue S. just north of
South 124`� Street. See Figure 1 for a Vicinity Map and Figur� 2 for Soil Test Hole Locatians and lot
layout.
STTE RECONNAISSANCE
The project site has been recently cleared and a new access roadway constructed. Excavated soils
may have recently been placed on some of the tots to depths of approximately 2 feet. The easterly half of
the site appears to have been covered with 2-4 feet of imported fill material more than 10 years ago. The
site generally siopes to the northwest on an average grade of approximately 2%. No surface water was
observed on the site.
SUBSURFACE EXPLORATION ,
The soils oa the site were explored by excavation of test holes with a backhoe at the tocations
shown on the attached Figure 2. The soil survey was performed on January 17, 2008.
The soil stratification encountered was as follaws:
TP 1: 0-3' Brown/grey silt loam
3-9' Crrey Coarse �sand, loose, dry
TP 2: 0-3'
3-6'
6-9'
Brown/grey siit loam
Grey/brown fine sand
Grey/brown medium sand
• •�v�� 1I V1./
C1TY OF TUKIMIL�
� �,� �
�iECEIV�D
�"!TY UF TUKiNJLA
JUN �2 0 Z�0�6
�'CHMIT CENTER
" `Pagc t of3
NOV F� , � � �, � ��:
�
, .�,
:• ►
/!'"!, T.L.SCHItIEVER, PE, PLS, CESCL LAND DEVELOPMENT EN6INEERING
ii�`j►�� 14325 -148t1i Avenue NE (Suite 132j Woodirrville, WA 98072 (206) 669-5218 off (425) 489.4168 fax t@civilshepian.mm
t
TP 3; 0-3' Brown/grey silt loam
3-5' Grey/Brown fine sand, loose, roots
S'-9' Brown medium sand, loose
TP 4: 0-3' Brown/grey silt loam
3-8' Brown fine-medium sand with silt lenses
TPS: 0-5' Fill
5'-9' Grey silty sand with roots
TP 6: Q-4' Brown/grey silt loam (fill)
4'-6' Grey Si1ty �ne sand
6'-9' GreyBrown Fine Sand
TP 7: 0-5' Brown/grey silt loam
5-9' Brown mediurn sand, loose
9'+ Wet
In our subsurface exploration we determined that the soils on the site are generally alluvial soils
consisting of fine-medium sand with silt lenses to depths greater than S€eet. The depth to the winter
season water table or restrictive layer is astimated to be greater than 8 feet below the ground surface.
CONCLUSIONS AND RECOMMENDATIONS
The new residences on the site may be supported on conventional continuous and spread %otings
bearing on the native soils or structural fill. Exterior footings should be bottomed at a minimum depth
of twelve inches below the lowest adjacent outside finish grade. Interior footings may be at a depth of
six inches below the top of the floor slab.
Footings founded on competent native soils may be designed for an allowablE bearing capacity
of fifteen hundred (1500) pounds per square foot. The foundation walls should be designed to resist the
lateral earth pressure imposed by an equivalent fluid with a unit weight of thirty-fve (40) pounds per
cubic foot. Lateral loads due to wind or seismic forces may be resisted by friction between the
foundations and the supporting subgrade. A coefficient of friction of 0.40 may be used between the
structural foundation concrete and the supporting subgrade. The passive resistance of the undisturbed
natural soils may be taken as equal to the pressure of the fluid having a density of three hundred fifly
(350) pounds per cubic foot. .
The wall pressures apply only for a maximum wall height of ten feet. It is assumed thax no
hydrostatic pressures act behind the wall and that no surcharge slopes or loads will be placed abave the
walls. If surcharges are to be applied they should be added to the above lateral pressures.
Heavy construction equipment should not be operated behind retaining and foundation walls
within a distance equal to the height of a wall, unless the walls are designed for the additionai lateral
pressures resulting from the equipment. The wa.11 design criteria assume that the backfill will be well-
compacted in Iifts no thicker than 12 inches. The compaction of backfill near the walls should be
accomplished with hand-operated equipment to prevent the walls from being overloaded by the higher
soil forces that occur during compaction.
�;�:�.::_.�. �.,..,.���
Page 2 of 3
.!�
i
►��., T.L.5CHRIEVER, PE, PLS, CESCL LAND DEVEL�PMENT ENGINEERING
-:� 14545 -148ih Avenue NE jSuiie 132) Woodinviile, WA 48072 (206j 669-5218 off j4Z5) 489.4168 fax t@civilsitepian.com
L\
Based on the above design criteria, it is anticipated that the total settlements of the footings
founded on the native sandy soils will be less than 1 inch, with differential settlements of one-half inch
or less.
Slab on-grade floors may be supported on the native soil subgrade or on structural fill.
Excavation slopes should not exceed the limits specified in local, state, and national government
safety regulations. Temporary cuts to a depth of about 4 feet may be attempted vertically in unsaturated
soil, if there are no indications of slope instability. However, vertical cuts should not be made along
property boundaries, or existing utilities and structures. Based upon Washington Administrative Code
(WAC) 296, Part N, the soil at the subject site would generally be classified as Type B. Therefore,
temporary cut slopes greater than 4 feet in height cannot be excavated at an inclination steeper than 1:1
(H:V), extending continuously between the top and the bottom of a cut. Groundwater exiting cut faces
can result in rapid destabilization of the cut. If groundwater is encountered in any of the cuts, we
recommend consulting with the geotechnical engineer prior to proceeding. Drains, rebuilding the cut
with quarry rock, or temporary shoring could be required to mamta.in the stability of temporary cuts that
encounter groundwater.
DRAINAGE CONSIDERATIONS
When the residence foundation bottom is less than 3b inches below the original and finished ground
surface, foundation drains may not be necessary because the normal groundwater table appears to be
greater than 48 inches deep. When the foundation is greater than 36 inches below the grourid surface, we
recommend that foundation drains be placed at the base of all founda.tion/earth-retaining walls. These
drains should be surrounded by at least 6 inches of 1 inch-minus, washed rock and then wrapped in non-
woven, geotextile filter fabric (Mirafi 140N, Supac 4NP, or similar material). At its highest point, a
perfora.ted pipe invert should be at least � inches below the bottom of any slab or crawlspace floor, and it
should be sloped for drainage. When foundation drains are not installed, we recommend a geotechnical
engineer inspect the foundation excavation to verify the soiUwater table conditions.
USE OF THIS REPORT AND WARRANTY
This report was prepared for the Doak Homes, Inc. for use in planning and design of this project.
Our report is based on observations of the soils exposed in the test holes and by visually observing the
surrounding area. This report should be considered a Iimited evaluation of existing conditions, and our
report conclusions and interpretations should not be construed as a warranry of subgrade conditions.
Within the limitations of scope, schedule and budget for our services, we have striven to take
care that out work has been done in accordance with generally accepted practices followed in this area at
the time this report was prepared. No other contlitions, expressed or implied, should be understood.
Sincerely,
Timothy L. Schriever, PE
Enclosures:
1. Assessor Map showing sit�
2. Soil Log Location Map.
�u13
.., �
Page 3 of 3
W
D �AK VILLAGE GREEN
Vi C INITY MAP
N
S
E
�\
�
:CINITY MAP
NOT 70 5CAl.E
5ITE PLAN
scn�.E: , -�, oo'
Pf3RTtON OF
NE 1/4. SE 1/4. SECTION 10� T23N, R4E, W.M.
CITY OF TUKWlLA� KING COUNTY, WASHINGTON
TAX PARCEL N0. Oi79001855
,
C�ty af 7'�►kwita
Department of Community Development - Jack Pace, Director
May 17, 2017
Darryl Doak Sr.
Doak Homes Inc.
11812 26th Ave SW
Burien, WA 98146
RE: Request for Application Extension #2
Permit Number D16-0163
Dear Mr. Doak,
Allan Ekberg, Mayor
This letter is in response to your written request for an extension to Application Number D 16-0163. The
Building Ofiicial, Jerry Hight, has reviewed your letter and considered your request to extend the above
referenced permit. It has been determined that the City of Tukwila Building Division will be granting an
extension to the permit through December 20, 2017.
If you should have any questions, please contact our office at (206) 431-3670.
Sincerely,
��
Rachelle Ri e �
P Y
Permit Technician
File: Permit No. Dl6-0163
Tukwita City Halt • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov
May 10, 2017
City of Tukwila
Department of Community Development
fi300 Southcenter Blvd, Suite #100
Tukwila, WA 98188
Attention: Mr. Bill Rambo, Permit Technician
Re: Application No. D1b-0163
Doak Homes — Lot 8- 5015 S. 122"d LN, Tukwila, WA
Dear Mr. Rambo,
1��CEIVED
CITY OF TUKW(LA
MAY 1 p 24�7
PERMtT CENTER
We would like to request extension of permit application number D16-0163 for the work proposed by
Doak Homes, which is due to expire on 06/20/17. We currently have shortage of available funds for this
project. However, we are continuously seeking construction loans to complete this development as
quickly as possible.
This is also to inform you that the plan review has been completed as required on this permit
application. We were advised that the review has been completed.
Thank you for your kind consideration in extending our permit application. If you have any questions,
please call me at cell # 206-372-2280.
Sincerely,
�/��-�c�'`GC.dL � �
' �
Darryl E. Doak, SR
President
Doak Homes Inc.
Office # 206-246-6587
( Request for Extension # 2
Current E�piration Date: � � ��
Extension RequesC:
� Approved for _ / � � days /
❑ Denied (provide e�lanationj
� Signature/Initials _�L��/
5/1/2017
City of Tukwila Allan Ekberg, Mayor
Department of Community Development Jack Pace, Director
DARRYL DOAK SR
11812 26TH AVE SW
BURIEN, WA 98146
RE: Permit Application No. D16-0163
DOAK HOMES - LOT 8
5015 S 122ND LN
Dear DARRYL DOAK SR,
In reviewing our current application files, it appears that your permit applied for on 6/20/2016, has not been issued by the City of
Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or
Natioaal Electrical Code every permit application not issued within 180 days from the date of application shall expire and become
null and void. Currendy your application has a status of APPROVED and is due to expire on 6/20/2017.
If you still plan to pursue your project, you are hereby advised to do one of the following:
1) If the plan review is complete for the project and your application is approved, you may pick up the application before
the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days.
s.�
2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the
expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your
application.
The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension
request is granted, you will be notified by mail.
In the event that we do not receive your written request for extension or request is denied, your permit application will expire and
your project will require a new permit application, plans and specifications, and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
�—`� ��
Bill Rambo
Permit Technician
File No: D16-0163
6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
CO�,y �� / u����a Allan Ekberg, Mayor
Department of Community Development - Jack Pace, Direcfor
November 16, 2016
Darryl Doak Sr.
Doak Homes Inc.
11812 26`h Ave SW
Burien, WA 98146
RE: Request for Application Extension #1
Permit Number D16-0163
Dear Mr. Doak,
This letter is in response to your written request for an extension to Application Number D 16-0163. The
Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above
referenced permit. It has been determined that the City of Tukwila Building Division will be granting an
extension to the permit through June 20, 2017. ,
If you should have any questions, please contact our office at (206) 431-3670.
Sincerely,
_ � /,; ' r;
�! i' ! .
Bill Rambo
Permit Technician
File: Permit No. D16-0163
Tukwila City Hall • 6200 Southcenter 8oulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov
November 9, 2016
City of Tukwila
Department of Community Development
6300 Southcenter Blvd, Suite #100
Tukwila, WA 98188
Attention: Bill Rambo, Permit Technician
Re: Application No. D16-0163
Doak Homes — Lot 8- 5015 S. 122"d LN., Tukwila
Dear Mr. Rambo:
, REC�{tt`�€�
CITY OF.TUOCV�f�L�,
NOV � y 20�n
PERMtT CE�`��.�;
We would like to request extension of permit application number D16-0163 for the work proposed by
Doak Homes, which is due to expire on 12/20/2016. We currently have shortage of funding for this
project.
Thank you for your consideration in extending our permit application. If you have any questions, please
call me at the phone number below.
Sincerely,
Darr. Sr.
��� � �
Darryl E. Doak, SR �
President
Doak Homes Inc.
Cell # 206-372-2280
Office # 206-245-6587
�
Request for Ex�tension # �
Current Expiration Date: ��' �'��
Extension Request:
� Approved for � days
❑ Denied (provide explanation)
l
�
Signature!Initials —,����
11/1/2016
City of Tukwila Allan Ekberg, Mayor
Department of Community Development Jack Pace, Director
DARRYL DOAK SR
11812 26TH AVE SW
BURIEN, WA 98146
RE: Permit Application No. D16-0163
DOAK HOMES - LOT 8
5015 S 122ND LN
Dear DARRYL DOAK SR,
In reviewing our current application files, it appears that your permit applied for on 6/20/2016, has not been issued by the Cicy of
Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or
National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become
null and void. Currendy your application has a status of APPROVED and is due to expire on 12/20/2016.
If you still plan to pursue your project, you are hereby advised to do one of the following:
1) If the plan review is complete for the project and your application is approved, you may pick up the application before
the date of expiration. At the time of permit issuance the expiration date will automatically be extended ] 80 days.
-or-
2) If the plan review is not completed submit a writ[en request for application extension (7) seven days in advance of the
expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your
application.
The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension
request is granted, you will be notified by mail.
In the event that we do not receive your written request for extension or request is denied, your permit application will expire and
your project will require a new permit application, plans and specifications, and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
�.--� � r_��-!�J'�-
Bill Rambo
Permit Technician
File No: D16-0163
6300 Southcenter Boulevard Suite #100 • Tukwila Was{2ington 98188 • P{2one 206-431-3670 • Fax 206-431-3665
' . � r��� . : �i�l� 1' �
�1 !
PERMIT NUMBER: D 16-0163
PROJECT NAME: DOAK HOMES - LOT 8
DATE: 06/20/16
SITE ADDRESS: 5015 S 122ND LN I
X Original Plan Submittal
Response to Correction Letter #
Revision # before Permit Issued
Revision # after Permit Issued
DEPARTMENTS:
��(f ��Z�' « � ��1�J(/ '� ( � l� 11�j(, (� 'L� .� �
Bu9ldin Division Fire Prevention Plannin Div�sion
g � g �
� N�►'vt g1n�� � I t�
ublic Works Structural � Permit Coordinator �
PRELIA�IINARY REVIEW: DATE: O6�Z1/16
Not Applicable ❑
(no approval/review required)
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
Approved
I�l
Corrections Required ❑
(cory�ections entered in Reviews)
Notation:
REVIEWER'S INITIALS:
Structural Review Required �
DATE:
DUE DATE: 07�19I16
Approved with Conditions �
Denied ❑
(ie: Zoning Issues)
DATE:
Per►nit Ce�ater Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/I S/2013
Residential Sewer Use f 1rtification '�KingCounty
Sewage Treatment Capac�ty Charge Department of Natural Resources and Parks
Wastewater Treatment Division
• To be completed for all new sewer connections, re-
connections, or change of use of existing connections.
• This form does not apply to repairs or replacements of
existing sewer connections within five years of disconnect
Please Print or Type
, '�'�i % S ` � %� ��%�P�C /i�CJ C%
Property Street Address
��c � c� �,�;� lJ � q� k/ �� �
City State IP
� ��✓1?P�i' �G��
Owner's Name
�/�' � � ` v� ('1 / '"1 � G*' C"� ,S'r Cc� �
Owner's Mailing Address
�K �, �rv G(,�/4 9,�''/ 5' �_
City State ZIP
a��������
Owner's Phone Number (with Area Code)
Property Contact Phone Number (with Area Code)
Party to be Billed (if different than Owner):
Name
Street Address
City State ZIP
Residential Customer
Please check appropriate box: Equivalent (RCE)
.�'�ingle-family (free standing, detached only) 1.0
Multi-Family (any shared walls):
..❑ Duplex (0.8 RCE per unit)
❑ 3-Plex (0.8 RCE per unit}
❑ 4-Plex (0.8 RCE per unit)
1.6
2.4
3.2
❑ 5 or more (0.64 RCE per unit) �
No. of Units x 0.64 =
O Mobile home space (1.0 RCE per space) �
No. of Spaces x 1.0 =
If Multi-family, will units be sold individually? ❑ Yes ❑ No
For King County Use Onlly
Account #
No. of RCEs
Monthly Rate
Sewer District
Date of Sewer Connection
f
���f`�IY/
Side Sewer Permit Num er
Required: Property Tax Parcel Number
Subdivision Name
Subdivision Number
�
Lot umber Block Number
Building Name
Please report any demolitions of pre-existing
building on this property. Credit for a demolition �
may be given under some circumstances.
Demolition of pre-existing building? ❑ Yes �No
Was building on Sanitary Sewer? ❑ Yes BTVo
Was Sewer connected before 2/1 /90? O Yes -�No
Sewer disconnect date:
Type of building demolished?
Request to apply demolition credit to multiple buildings?
❑ Yes ❑ No
If yes, will this property have a Homeowner's Association? O Yes ❑ No
Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge.
The amount of the charge is established annually by the Metropolitan King County Council as a rate per month per residential customer or residential customer
equivalent for a period of fifteen years. The purpose of the charge is to recoyer costs of providing sewage treatment capacity for new sewer customers. All future
billings can be prepaid at a discounted amount.
Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at 206-477-5533.
I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and
any deviation will require resubmission o rrecte data for determination of a revised capacity charge.
Signature of Owner/Representative Date ���X/� a`�ll� ��% fo
Print Name of Owner/Representativ (�� � r � '
1057 (Rev. 10/74) White — King Cou y Yellow — Local Sewer Agency Pink — Sewer Customer .p,�o� �j
DOAK HOMES INC
Hoine lispai�ol Contact
Safety & Heaith Claims S� Insurance
Washington State Deparhnent af
�.�bor & Industri�s
DOAK HOMES INC
Owner or tradesperson 11812 26TH AVE SW
SEATTLE, WA 98146
Principals 206-246-6587
DOAK, DARRYL E SR, PRESIDENT KING County
DOAK, ESTRELLA M, VICE PRESIDENT
Doing business as
DOAK HOMES INC
Page 1 of 2
�earch L&I _---� ;� �,����'"'
A-lIndex lIelp Dg}�l.fiI
Warkplace Rights Trades & Licensing
WA UBI No. Business type
601 329 337 Corporation
Governing persons
DARRYL
EUGENE
DOAK SR
ESTRELLA M DOAK;
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor Active.
.......... ..........................................
Meets current requirements.
License specialties
GENERAL
License no.
DOAKHI'092N2
Effective — expiration
08/09/1991— 08/13/2017
Bond
..........
CBIC $12,000.00
Bond account no.
SC9970
Received by L&i Effective date
08/01/2001 08/01/2001
Expiration date
Until Canceled
Insurance
......................
Developers Surety 8 Indem Co $1,000,000.00
Policy no.
BIS00022982-01
Received by L&i Effective date
08111/2015 08/26/2015
Expiration date
08/26/2016
Insurance history
Savings
.... ..
(in lieu of bond) $12,000.00
Received by L&I Effective date
https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601329337&LIC=DOAKHI*092NZ&SAW= 7/5/2016
F
G�1��fi�,�L NOTES
� C,pt�l'fRi4GTOR 5N�[.-I- VER��Y h1-�. �XI571NG 5l f�
GONDITIONS �OR GOMPLIf�NG� WITH PI�KS lkND
SPEGIFIGA�TIONS. 51'I E GONDITIONS lNGLUDE, 501L;
TOPOGR4PHY, REQUIRED SETB,�GKS A�uD EF P�PPLlGHBLE,
'iH� DIMEN510N5 OF �XfSTING STRUG'NRES /�ND iHEIR
57RUG'NRP�L I�ND MEGH�rNIGP�L G4MPOI�EN75. TH15 OFFIGE
SHP�LL BE NOTIFIED PRIOR TD GON57RUGTIDN OF
DISGREPttt�[G1E5, pME31GU1'T'IE5 OR CiM15510K5 iN THE P1.�N5.
2. WRITTEN DIMENS{OK5 T,4KE PREGEDENGE OVER
DP�4WING 5G,°�LF; DETP�ilS T�vKE PREGEDENGE OVER PL,4N
?�h1D EL�Vp+7ION VIEYVS.
3. �LL WORKM�NSHIP, M,A.TERIP�LS ,�ND 1N5T�LLEP
PRODUG'`5 SN,�LL MEET OR EXGEED 7HE ,hGGEP'iED
INDU57RY STRNDf4RD5 P�ND SHALL MEET OR EXGEED iHE
MIMMUM REGtUIR�MEi�t"1"S OF Th1E 1•B.G., W.S.E,G., 1�1.T.5.,U.P.G.,
l�l.E.S., iJ.M.G., f�ND ftL.L APPLIGP$LE LOG?�L GODES, WHIGH
SHrhLL T,�KE i'R�G�DEI�SGE OVER l�i�TES, SFEGI�IGf�TlONS
?+ND DRA�Y`IIhIGS.
q�. UNLESS �4 f R4FE5510N�.. SURV�Y �GGOMPAt�tiES TNE
PL.P�NS, THE 51TE PL�4hI N�-`� DR�iNi� �ROM GEhEERhL. 51'TE
L�4NDMP�RKS f�NID 15 NOT i"O BE C.C7N5TT�UED �5 f�
PROF�S�fON,4!_ SUfZVEY. 'Ti-i� GONTR1kG'fOR 5HP+LL T,4KE
FULL RF5PON51BILI'TY �Oi� i"1�.�NTAIH1hlG REQUIRED ZONING
SETBAGKS OR SHP�LL, f�i H15 DISGRETION, R�G2UE5T TN�
pyy�y�T2 Tp PfZOVIDE f� PROFE5510KAL SURVEY TO
i7ETERMINE SETB�4GK5 14ND/OR OTH�R ZOh11NG
RESTRIGTlOhlS.
5, T}•IE. GON"TRAGTOR 5HALL S�GURE �L NEGE55f�RY
PERMITS f�ND fNSPEGT'IDNS aND SHALL NOTiF1' Ti-115 OPFIGE,
pRIOR TO GOh15TRUGTIOIV, OF ,4NY RE�/15101�1� DEZ fr17DED
R�G2131REMEN`f5 REGdJ�Sl'�f� Bl' TH� BUiia71NG OFPIGI,4L
WITNIN 7hIEIR JUR15DiGTiON.
6, TF{E GONTRfiGTOR 5W,4LL VERIF( 517.E �ND LOG�710H
O� ,o,�,�. �QUft2ED OPEt�41h[G5 (t�l FLOORS, WhLL-5 A�ND ROOF
yy�'�{-{ pROP05ED MEGHP�NfGP�L, F'LUMBING �ND EL�GTRIGP�L
yypiZK, PRE�PtBRIGATED ITEMS TO B� Hf�NDL.�CD +4ND
lIV5T,41..LED F'ER MP�NU�,hGT1JRER'S f�GOMMEhID,�TlONS.
'7. TH�SE Df?.�WI1�lG5 ;4RE INSTRUM�NTS OF SERVIGE P�ND
,4R� THE PROPERTY OF.iHE P�R,GHI7EGT, PROT�G7�D
UNDER GOMMOhI L.,4W, STP�'iUi�ORY �lD OTHER RFS�RV�D
RIGH75, WGLUDli�iG GOf'YRIGHT, REPRODUGTION OR U5E O�
'fl-{E5E SER�IG� DOGUMENTS i3�YOND 7N� -+C.(7i'E OF �!-1�5� .
PR0.IEGT 15 PROhEIBI"f�D WI7HOUT F'ERM15SlON IN YVRITIt�IG
FROM THE �4RGHITEGT.
C��1��R,�L GD�lSTRUGTIO�I .NOT�S
�. 51TE GONDITlONS �KD 51TE Y`iaRK
�, �� 501L GONDITIONS ENG4UH'f'�R�D UPDN �7CGA�V,4TlON
DIF�ER FROM T�-lE SOlL BE�RIhtG G,4P�tGiTY OUTLiHED
UNDER "DE51GN I-COPd75", UR 1F �:CCF55f1/E GROUND WP�7ER
�cJ p�r�xT, C,priThG7 7HI5 O��IGE BEFORE PROGF�DING.
f�L.L FUOTIN65 SH�LL �CTEl�ID T� BELOI^E TNE FR05T LI�IE
?�ND 5H+41-L BEP+R DN UKDISTURBED, K�71dE 504L.
2. DO NOT B�GKFILL UNTI1- W�L-1-5 HF''VE BF�K
�D�QUP�TELY 6R,4GED �R HPcVE B�N DF5IGN�D i0 RE5l5T
l,.p�'T�R?�L. �RTH PRE55URE. Bf+�GKFILL MP�'CERIAL 5H�l..L BE
GLEAN, P�izM�P�B1-E P+N17 FR� D� ORG/�H1G Mf�T�RI�LS.
3. lN57P�LL 4" DI�M. PVG PERFORATED 1'ER1MEfER
D�p,��yg (,s5 f2EQUIR�D BY SIT� GONDITIONS) !N 'f GU. �'. OF
DRP�IN GRP��/EL- i'ER �.IN�L �OOT, �iD PRD�IID�
5�PP�Rr4'1�E D01NN5POUT /�ND S�L�D SUR�P�GE DRA�iN�GE
PJ1D/OR RET�hITION A5 R�QUIRED BY LOG,hL GODFS.
4. �CGIkVP�'iEl� 501L T'O BE 5TOGKPI]...E17 Ohl 517E U.AI.O. YV/
10' M�LX. NGT �ND 1/1 Fi TO V 51.OPE.
B. coHc�.�-r�
1. G�TI'iER �LL PD5'f �ODTIPlGS UNLE55 h10'f�D �4hq7
QRp�/{pE 1" PLINTNS ftT 51-P+BS OR 8" PLIKTi-15 !kT EXP05ED
E,4RTF�k (6" 1F P05T 15 PRES'r�'URE'iR�'�fl�• .f'R�IDE 6"
Mlia. �ROM SELL P!.-/•ti'iE5 TD PIi�l15HED GR,�4L7�• D�hMP-PROO�
�OUND�TION W�°�LLS TNP��' RErp''IK El�RTH AND �NGL05E
HP�61TAB1..E 5Pf�GE. U5E 2 GO+°.T5 PSPHP�LTIG EMULSlOI�f 'i"O
-f1-1� EX'TERIOR OF 'TNE WP�u-•
G. i'.EIi�1FORGING
1. INSTAI-L RE�NFORGING PER A.G.I. 57P+KD�RP PRAGT�GE.
5PL1GE GORiVER P�Ni7 GOK7INUOUS B�RS WITH h MIN. O� 30
B,4R DIf�MEiERS• MINIMUM BftR GONG CAVER: EJGP05URE
�'p W�rThlER 2", TO E�4RTH 3".. TO OTH�R 1".
2, EMBED ,4NGHOR BOLTS � MINfMUM O� "J" U.N.D., P1�4GE
WITf-I1N 12' O� ENDS.
3, NE,W FOOTING9 5H?d-L NOT IMP05E "UNDE51GhlED"
LD?�D� ON HEW OR E�CI5iIh1G BPSEMEi�1T OR RETftIK1NG
WP�L15. _ - -
D. LUMSER.,�ND FR�?'�'tING
1. �RAMIi`!G LUMB�R: K.D. TO 1�{3'o M015lURE GOi`ITENT�
C�RA�EF7 PER STD. GRl��ING RUL�S PER W.G.L.I.B. C1R .
W.W.P.f�'.. ,a5 P�PPf:.IGf4BL�. GRP�L7E f�ND SPEGEES PER
�RA�MING PLP�NS, G�hIERP�L K07E5 ,4ND "I7E5iGH L0,4D
GH�:RT'.
Z, 51LL PIr�4TF..5, DEGK 5UB-STRUGTUR�S, P05T5 ,4ND
g�N(�a EjCpOS�D TD 1^l�I�TNER f�ND �NY W04D IK GONT,b+GT
W1TH GONGRE'iE SH�L.L B� PRF55UR� TR�T�D WITH ,4N
P�PPi�OVFD PRPSERVftTIV�., GOLUMNS P�ND P05T5 SHA�LL
gE FRP,MED TO TRUE END B�RING Wf'fH f�DEC�U,arTE
f4NGHORS f�T TOP ,41`1D BD'tTOM 70 f�VOID UPLIFf ,4ND
DISPL.�GEMENT. i'f20V�1?E 1-a'fERP'L SUPPORT FOR BF..,�vMS,
f2p,FTERS P�tJD J015'i'S PROVIDE 'T�MPORftiRY dR�G1hlG P�5
RE,QUIi�D UKTIf- ALL F'�RMP+NEN7 GOh1N�G710N5 AdJD
STI�F�NERS {tRE IN5T,4LI�D.
3. . PROVIDE A MINIMUM .I015T BEP�RIKG O�' 1 1/2" ON
YVOOD, 3" ON GONGRETE.
.4, MULT1 2X BUILT-t1P B�MS SH�LL 6� 5PlKED
TOGETHER. 11NL�55 NO'i'ED, U5E 10d NAlLS c� 12" O.G.
ST�GGER�I7.
5. 50LID BLOGK W� ��' MIDPUIHT OF 5TUi75 OVER 10
��T', B�LOW B�R��G f'�RTITIONS f'�EZPE1`IDIGUL.�4R TO
.1015T5 P�ND_RP�FTERS � 5Ul'PORTS._,.._., _.__ . _.-_----� -- - .
6. WOOD EhIT�fZIh1G GONGiZE.'iE OR M�h50NRY SHP�LL-
H,�VE 1/2" 1�lET RIRSPAGE ?�T TOP, 51DE5 �ND Ehli7.
'1. DOUBI� .1015T5 UPtDER Pf4Rr�i.l�l.. B�4RlNG
P,4RTITlONS f�HD UND�R WINDOW GRIPPL�E5 frT
GW�ITILEV�R�D FLOOR 5EGT101�I5.
8, �1RE570P frND DRA�TSTOP TO GUT O�F �hLL
GONG�1-ED HORIZONTP�L. ?�ND VERTlG�,4. OPEh11NG5 P�T
GEILING A�h1D FL�OR LEYELS, FL�DR TO ,prlilG, ,hT 10'
1N'fER�/P�L.S HORIZONTf�L. BEHIND 1^�LL �'URRING, �i" TOP,
BOTTOM 1kND 5{DE5 O� 5T,41R5, WITH 2" HOMINftl.. LUMB�R.
q. GLU-1.f4M BF�M5 5H,4�L B�4R ,4.I.T.G. INSPEGTION
STftMP �NI� SNP�L.L BE "�4RGHITEGNRAL ftiPPFJ�R��1G�"
Gi�.A17E WHERE EXP05�D TO V1EYV.
E. MET�hL G4Nh1�GTORS
1. P�LL MET�L C.ONhIEGTORa 5N,4LL B� "51MP501�1" OR ,°�N
,hPPROV�D EC,2UIY,4l�hiT.
2, FRAME NAILING SFiA.LL GOMPLY WITH 1BG R602.3.(1) (2)
UNLE55 NOTED OT}-1�W^IISE ON FR,4MI�lG 1'LP�NS OR
gHEP,RyVf+�LL. SGHEDULE. �LL Nf�ILS SH�LL BE GOMMON
WIRE N�4115 U.�t.O.
3, U5� GUT YVfi5HER5 �4T BOL'T�D GONNEGTIDiyS.
GONN�G7�R5 EXP05ED TO WEl;7HER SH�L BE
G?•LVf�N17.ED OR H,4VE P�PPROYED Gdfi�TI1JG. RODFII�I�a
5H,4LL BE Fr�STENED %'91TH GORR0510N-i�Si�T,4NT
�P5?ENERS.
4. -(i2E,�,'fED WOOD R�G2UfRE�a THE U5E OP STPdKLE55 SrL,
51MP501�1 ZM�G �R =, OR FEOT-DIPPED G,�LVf�N17�D
F,�S-fE�yERS, CAN1�lEGTORS f}ND �NGHORS,
F. PLYWOC7D �NL7 DIP�PHR,hGM N,�iLING
�, ,4LL Pl�YWOOD FOR SiRUGTURP�L U5E5 5Hf4Li-
GONPORM P�ND BE�R ft GR+4i�ING ST,+�MP O� 7HE
,�MEIZIGI�N PLYWOOD A550GIP�iION (�f A1 AND Nf41L PER
IBG 602.3.(1),i2�.
2. PROVIDE DIAPHtZ�GM SH�TNI�1G ,hND NAILIKG PS
FOLLCOWS U1�ELE.55 NO'i�D O1�I PLl41�E5: �L,QQR SH�THING
SNW..1- BE T4G 3/�4" G-D-EXT-A�P,4 PL.YYVOOD YViTH EXT.
GWE, P.I. 32/16, G�UE TO JOl5T5 f�ND NAfL WITH 10d � 6"
D/G EDGES, 10d � 10" O/G FIELD.
ROUF 5H�,4THING SHP�!-.L BE .15/32" �D-1hiT-P�Ph PLYWOUD
W�'fh! EX��RIOR GLUE, P.1. 24/D, Nf41L Sd � 6" O/G �DGES,
Sd � 12" O/G FI�LD 1^lf�LL 5HA1-L BE '7/16" 05B ,4ND N?�IL
WI'iF! Sd 1�iP�il.S I4T 6" U.G. f'P�h1EL EDGE�a AND 12" U.G. �IELD.
G. VEhETIl.A�TIOH �NT� i4GGE55 __
�. yETli1L�.'iE GfZ,4WL 5P,4G�5 ,p+ND OVERNftNGlNG •
�LOORS WI'`H SGREEHF�7 OPEN[NG5 NOT LF55 7HP�N 1 5Q.
PT.(hfEl' FREE) FOR EhGH 150 5Q. FT. OF !,J)yDER FLOOR
,4R��. DI57R16UTE OPENINGS ,4PPROXIM,�'iELY �G2U�41-
,41_ONG TNE L�NGTN OF �hT L�5T.7W0 OPP051T� 51DES
r4ND ON� Oi'�TllhlG SHP.�L B� WITHlN 3 PEET OF EVERY
GORNER. GOVEiz W1TH 1/8" GORR0510N RE5151',4NT h'iR.E
ME5H fti GRAWL SP�GE OPENINGS.
2. VENTII..�TE �TTIG SPhGES WITW GR05�' �/�hITILP�TIG�N
EQUP�L. TO 1/15OTM O� THE �TfIG �4R�(N�T PREE), EXGEf'T
"{'I-iE ptREA M�Y BE 1/300TH, PROVIDED P�T L�57 �FD9b ?��kD
hi0 MORE THAi�I 5096 OF 'fHE REC�tJIRED V�NT ARE,h 15
WITHIN 3' �T. OF F�4VE5 WITN THE REh'�,41NDER OF THE
REQUIRED V�TtT P�RE4 fN iH� E°�VES.
3. PROVID� ,�N ?�GGF551B1.� �TI'fG AGGE55 PP�NEL, 22" X
30" MINiMUM WITN ,4 GL�4R NEIGHT DF 30", IhlSUL.f4'TE �ND
WF}.TNER=5TR1P.
4. PROVIDE 18" X 24" ,hGG�SS THRC.JUC�H TH� �LOOR OR
16" X 24" THf�OUGH TI-fE YVALL TO UNDER FLOOR f�R�DS.
H. S,�FETY GL�XING
1s 'fEMPERED S,��EfY GL..P55 5Hf4LL. BE 11�15TP�LLED li�!
�1,47�RDOUS LOGfITIDN5, INGLUDING fj+REAS 7HP�T f�RE
SUBJEGT TG'� NUMftN IMP�+GT, GL.,�ZING IN DOORS, 6f-�ZING
yy�7}��� p, �q�" P�RG OF GL05ED D�OR, GL,4Z�D �hREAS >`1
�
gQ, �', yVf-{Ei�l LE55 THi4N 18" ,hBCNE �LOOR OR !�`IP�LKING
SUR�P�GE AND GUf�RDS ,4ND R�ILING�a A5 pESGfZiB�D Ihl
IRG R308.4. S�.PE7Y Gi..P�ZING 15 REQUIRED TC� BE
PERMA�N�NTLY MP.RKED PER IRG R308.1,
I. ELEGTRIG,4L
1, EI�GTizIGfr1.. GON7R,�GTOR SHf�,L EV,4LU,4'TE ,4NL7
DEiERMIN� �17EG2EJ�4GY OF �XISTiNG kND PROf'05�
�LEG7RlGhL SERVIGE /�AlD PROVIDE R�C�JIRED GIRGUITS
p,1�D �,MPER�G� PER N.�.G., STFt'f'� f�ND LOG,4L �N�€�r�Y
�,pp -�..�'i, ,AND M?�NUFAG'NRER'ra 5P�GI�IG,4TION5 �OR
PRpPpSF-17 PRC3DUG75, ,4PPLIP�NGES f�ND EG�UIPMEN'E'.
SEPftiR�T� PERMIT REQUIR�D.
,1. NiEGH�NIGRL
1. WA�RM Wt2 PURN�hGE OR Gf5 H.W. 5H,4{..L NOT I3E
IN57P�LLED UHD�R 5T�1R5 ,4ND SHP�LL Hf�V� PROPER
1/ENTS ,4ND DIR�G"f' OUT5IDE CAMBU�1"!OH �41R.
2, GP,S f4PPLIaI�lGES Il�l c'a�f'�4GE SHf�LL BE ON � 18" HlGFf
pLfkTFORM.
3. PdR DUG75 PENETi�.+4T11yG G�R�GE TO HOUSE
SEP,�R?tTIDN 5H,4L-1- BE 26 G?d1GE MINEMIIM OR SNP�LL HRVE
,4PPRDYED Df�MP�RS.
4. DllG'i'ING 5H,4LL MEE'i" U.M.G. 5Tf4hlD,hRDS AhiD
5Y5i�M5 r4t� TO B� B1�Lf�lG�D� GONTRAGTOR �H�Ll.
PROVIDE MEGNA�NlGAL DUGTiNG DI,�tGR�4M5/SHOP
DRA�WINGS, �C�I1IPM�TIT 51Z1NG, H�T L055 G{�4LGUL4TI01�5
A�ND M/'d1U�pGTURER'S D�TA� Ot�l Et�fJIPMEh1T EFF{GIENGY
FOR P�RGHI'iEGTS REVIEYV.
5. gf�ii-1ROOM5, L,aUNDRY 2�OM5, KiTGHENS P�ND SPfti.
ROOMS �H?tf-I- Fil�VE 1"��GH�41�1GP�L �XH,4U57 N RIGID
DUGTIhIG TO E+CTERIOR, WITN ,+� BP�GfGDi3�+F'T DP�MPER,
G�PP�BI� O� 5 frlR GHAKGES PER HOUi?.
k. Q�ur�s�x�
1. PLUMBiKG GONTiZ4GTOR SH�LL 51Z� PJ�L L1NE5 f�N17
�/�l'f5 pER E1.P.G.
2. HOT WP�'TER T,4NK5 SH�L..L B� 51ZED BY iNDU57RY
ST�ID/�tR175 FOR PROP05ED UraE lhiVD BE Lf�BEl�1� hIF�GP�
,4PPROVED. _... .-----...
.-... .. --------..__....---_../�
�..�...���.r.�� ��+� �V
No changes sh�ll be madP to thP s�pP .
of work withotjt prior approval oi
Tu�:�vita Building Divis�on.
���'�: F;cvis;ans will req o al lan'JC�V�P,Vd f�� IttBI
and may m:.,�dv atl�,t p _�.1
3. FLaW R,�T�5 l'O GOMPLY WI7H YVP�G 51-46 5EGTiON
�F02.0 TOlL�TS: 1.6 GP�iM,�7C), SHON(ERS: 2.5 GPM(M,�Xi,
L,�Y,h70RIFS/�f'�UGET: 2.5 GPM(MAX).
3. PROVID� 5EI5MIG STR+°�P5 ,4ND PRE55UR� RELIEF
V�L�lES (PLUMBED TU UUT51D�) AT HOT WA�7�R Tf�NKS.
SEPARf�TE PERMI7 R�QUIRED.
L. MOlSTURE GONTR.OL
1. SHOi^fERS SH,�LL H,4VE P. hION-P�B50RB�NT 5lJR�AGE
TO � NEIGHT OF 6'-O" f�BOVE FLOOR.
2. PROVIDE YV�'i�RPRUOF BOARD OR 6L.,�55 l�ESH
MORTf4R UIy1T5 BEHIi�[D TI�E �i 5N01^lER SURROUhtDS. iILE
5HD►^I�RS W{TH ,4 517E-BU1LT P,4h! 5H,4LL 6E �ILLED .4ND
LE,4K'�'ESTED �OR 12 HOURS. PROVlDE MILDEYV•RF515TaNT
G,41JLK AT P�LL TILE �GGE550RIE5.
M. B�4TH S,�FETY
1. HINGED SHOfN�R DO�RS SNP�LL Oi'El�l 011T1N,hRD �ND
Eh1GL05URE5 5N�4LL SE �ULLY TEMPERF�17 OR L,brMINRi-ED
SAFETY GL.PSS, MIHIMUM 7HIGKNE55 ='f/8" TEMP�RED, 1/4"
L4M1tJ,4'iED.
�. �LOOR TILES ,47 SHOWERS .4ND V`lET �4R�5 5HP�LL BE
SKID-RF5(5�pN7.
�. PR01/IDE S�GURE BLOGKING FOR P�LL GR�+B Bf�RS
PER PL.,4Al, GAPR6LE OF SUPPORTING f� 3CJ0� IMPP�GT
LC7p+D.
N. 7RU55�5
1. PF2�-PABRiGftTED TRU55E5 SNpLL BE DE5IGNED BY ,�
W/45NlNG701�1 STf�TE LIGENSED STRUGlURf4L ENGINF�R �4ND
1N ,°,GGORD,4NGE YVITH TH� PL.}�N REC�tJIREME1�lT5. SUBMIT
GOMPl..�7� SN�i' DEZ,4WING5 WITFf �NGfN��R'S ��AL FOR
,4PPROV?�L. PRIOR TO ��BR1G,�TION. iRU55E5 MUST BE
571�MP�D BY ,�N ,�PPROVED M,4htU�P�GTURER OR BY P�
QU�i.I?Y CANTROL f�GENGY SUGH p5 WP�SFIINGTON WOOD
TRU55 FhBR1G,hTORS GOUNGIL.
2. G01�1"fR�4GTOR SHf�LL V�RIFY E?CP�GT SPPd�ES PRIOR TD
F,48RIG1kTION.
3, ,�,PpRpY�D HftNG�RS MUST B� USED P�T ,4l..L.
GONNEGTICiNS OF Rf�FT�RS, Jf�GkS; OR Hlf' iRU55E5 TO A�
M?dPl GIRDER 7RU55. NON-B�ARING P,hRTl710t�15 BELOW
TRU55E5 5H�4L.L BE 5EP{�RP�'f�D FROM 7RU55 WITH
raIMP501V 57G F?5'iENERS.
Q�. 'TRll55ES SH�LL B� BRftGED 'f"O Pi��VEhiT ROT,4TION
lkND f ROVIDE l�i�R,41- 5i'r4BILl'iY ,4ND IFiSi"P.l.LEl7 1N
r4GCARDANGE WITH THE lhlDIVIDU,4f_ TRU55 DE51GN
f'ROYIDED BY 7H� MaNUF'?�G'fUfZER.
p. SKYLIGHTS
1. G1..,4ZING SNP�LL BE IhlSULf�'TED, FULLY T�MP�f�D,
L4MIhip.'iED GLf�aS YVI7H MtT�. .015" pOLwIhIYL BUTYR�L
1NTER L4YER.
2. PROYU7E P� MlNIMUM 4" GURB, FL..ASHED �4f�lD GOUNTER
Fl.�SHED �7 TOI' A1�lD BOTfOM ?�ND STEP PL.,45H 51DE5.
THE UNlT SH�L HP�VE P� GONDENShi'ION GUT7�R �4T THE
LOYVER EhlD. ihlST?.LL PER MRt�tUFftG7URER'S IN57RUGilONS,
PINISH ,�ND �L.hRE W�LL TO GEILING PER PL1�H5.
P. EMERGENGY EGRE55
1. EVERY SLEEPIhlG ROOM P�1�lD BA�SEMENT 5N,4L.L H,4VE
ONE C7PENf�BLE EMERGENGY ESGfiPE P�ND RESGUE
OPENING. TF-fE OPE1�11NG 5H,4LL HA�VE ?� Mf�CIMtJM SILL
HEIGHT O� 44" �BOVE TH� P1-�OR, ,4 NEi GLE,�R OPENING
O� 5.'7 5Q. F�'., ,h MINIMUM GL�R H�IGHT O� 24", ,� MININ1UNf
GL�R WiDTN OF 20" ,4N17 5HALE� BE OPER,�BLE �RDM TI�E
IN51DE WiTHOUT 5?EGf?d.. TO�LS OR KEYS. GFZ,hDE �LOOR
�F'E1JIhlGS M/�Y HAVE ?� 1`1ET GLE.P.R M11�lIMUM C31''EhIING OF 5
5Q. F-T.
Q SMOKE/��hRPON MONOXII7E ,�L,�RMS
1. SMOKE {�LARMS SHf�LI. BE MOU�I'TED IN �GH SLEEPIt�I
ROOM P�htD 5H�LL BE MDUT�7EI'V ON Tk�fE G�ILING OR Wf�LL
OUT5IDE F�GH 5EP,4Rf�TE SL�EPIriG ?�REJk IN '!'H� GENER�+
VIGINITY OF THE BEDRDOMS. IN Dl^IELLIN65 W4T1-1 MOR�
i'HaN OHE STORY OR WITN f� BASEMENT f�rh1D/CJR
W�BI7,48LE .°�TTIG, ,4 5M0lGE fiLARM 5FlP�LL B� ih15T,hLl..E17
4N F�4GH STORY P�ND IN THE BP5�ME1�lT. Il�! 5F'LIT L�/EL
SiRUGT1JRE5, PROVIDE 9MOfG� ALARh�tS ON UPPER LEV�L,
UNL�55 SLE�P{NG ROOMS f��R.E LOG?�TED Dhi 7HE LOl^lER
LEVEL, THEIy SMOKE P�L.frRMS ARE REQUIRED �F! BO'fl-i
L�1(ELS. ,4LL SMOKE hLARMS Gti,°�LL B� P�UDteLE Ih!
B�DROOMS.
2. SMOKE �I-f�RMS 5H,4LL BE DIR�GT WIRED T�
BUILDlIVG POl^IER fN N�W GONSTRUGTION WITMOUT A�
DISGOhIN�GT SWITGM OTNER TH,4N ��R D\/�RGURRENT
PRO'1"EGTIOK ,41�D MUST H,4YE B�4TfEiZY B�GK-UP. �LL
OTH�RS MftY BE Bf4TTERY OP�RP�TEL7.
3. WHEhI MORE TNAN ONE �4LP�RM 15 REQUIRED, THEY MU5
BE INTERGOKNEG7�D �ND ONE ,�4L�RM WfLL ,4GTIVF�TE f�L
�F. FOR NEW CAht5TRUGiIDN f� GP�RBON MONOXIDE Ad_.,�RM
SHf�Li. BE 1N5TP�LLED OUT5IDE �GH 5EPAiZ�4TE SLEEPING
�r�..
T. 57,41R5 l�ND GU�RI7R�1L5
i. PROVIDE �h �TA1RY`IaY WiDTH O� 36' MInIMUM, R15ER
H�iGHT OF �I-3/4" MItXIMUM, MIt�It�UM TR�AD LEHr,Ti-k oF 10°
a1�1D P� 3/8" MfkXIMUM V,4RIP+TIDN. ,°� i�1051NG OF NO'� L.ES�
'TH,hi�l �" OR MO� Tf-iA�N 1-1/4" 15 REC�UIRED ON 5Tl�IRY+l�YS
YViTH 50LID RI5Ei�5 I3�iLF55 7R�D DEPTH 15 11" OR
GREA�7EfZ.
2. H�:tJDRf�ILS SHAd..L. BE PROVIDED ON AT L�ST ONE
51D� O� �LIGHT� WIT�I 4 OR MOh'.� RI5ER5.
3. H,hNDRf41L5 5H,4LL BE PLr4GED 34" TO 38" OF� NOaIHG
�ND SPRGEi3 1-1/2" M(NIMUM OFF YVi4LL WITH P� 1-1/2" �i'O 2"
DIP�MEfER, SMOOTH GRASP P�ND f� NEYVEL OR RETURN 7-
1/4" P.T ENDS.
.4. PROVIDE 80" Mih11MUM GLE,hR HE,4I�ROOM P�BOVE
STRIR N051NG.
5, E�ROViDE GS1ftRDR?dL5 �OR r4RFa45 30" �BDVE GR�DE
OR ,�F7J�GENT F�.00E25, WI"('H. �'. MINIMUM HEIGHT OF 36"
,4ND IhtTERMEDIP.TE B!'�UJ5TER5 OR RHILS 5P1kGED 50 THP�7
f4 4" SPHERE Gf�NQT PA55 ?NROUGH.
6, ENGLpS�p U5,°�BLE SP,�GE U1�lDER STAIRS SH�LL HA�VE
����� GyVg, �IREi'AF'Q? ON Wf�LLS P�HD 50PFIT5. PROVIDE
�1REBLOGK{h1G fhi GONGF�i.ED SPP�GES BETYVEEN ST,hiR
57RiNG�RS �T 'fOP �iVD BO"i"TONi OF RUN HND. F3ETWEEN
5'ND5 f�LO1�lG �`�D 3�l LIh1E WITH RUhI OF 5T,41R5, I� TNE
YVP�LL UNDER iHE 5TR1R5 15 UhlFIhl15HED:
U. ENERGY �tJ� YENTlL.�Ti4N
1. �XI"ERIOR JO(Ni5 AR�UI�ID W{NDOW ,4hlD DOOR .
�RA�M�S, OPE�IIt�US BETWEEN SNA�LLS �l�tD �OUND�iTIONS,
BETWEEN Wf�LI ��t�t� ROOF, hND E3ETWEEh1 WALL P�h1EL5;
OPENINGS ,�T PE,�IEff�TfONS CaF UTILII`( SERVlGF5
THROUGH WP�LIS, ROO� P�ND FLOORS; r4NlD OTFiER 9UGH
OPEh11NG5 1�l 7H� BUILDIHG ENVELOPE, INGLUDIIJG ,4C.GE55
PANElS INTO UN.�E,4TEI7 SPf�G�, SNW..4 BE SEhI�D,
G,4ULKED, 6�5K.TE�7 OR WEATNER 57RIPi'ED 70 LIM{T AIR
��4GE„ yyE,�,i�iEi� 57RIP EXTERIOR DOORS hhlD DOORS
P�DJOIhlING UNHE�4TED 5P?�GES. �ER10R OPENIHGS
�(PpS�D ip yVE,4TFEER SWf�LL BE �LA�.SHED IN SUGH f�
Ntf�tJt�lEtz .°5 TO �-1,4K� TFiEM fN�THERPR00�. P�LL
�LP5HI1�lG, C.OUhFTER �L.�5hi1NG P�ND GOPiNG, WH�hI �F
p.{�-�-p,�, gF{,�LL EE t40T < 26 GP� GORR0510N RE515Tf4NT
METP�L.
2. PRG)1/IDE V.�POR B�4RRIERS ?�yf S'VhRM 51DE IN WIN"f�R
D� Ih15UL,4TED A�SH`�IBLIES, EXGEPT ?�T INSUL..?�7ED YV�4LL:5
y��-ih► yy,P, yV,hLL �O,�RD �hiD �4T 9HOV`JER GEILING9.
3. PROVID� 6 MIL, B1J�GK, f�ND POLY�THYLQ�IE GROUND
GOV�R }�i GR��'VL SPP�GE5. OVERL,4P 12" MINlMUM PddD
EX'I�ND TO FOIh�IDJkTlOt�1 S^l�4LL
4. INSUI�tTE F� DORS. WP�LL5 AND ROO� PER PL..,°�N TO
AGHIEV� PROP�R DENSfTIES PtNL7 R-VALUFS
5. FP�GED.INSUl.�i10K TO B� F�GE STP�PL�D.
6. IF15UL.f�TE HrJT f�IR DUGTS IN NUI�t-HEA'fED 5P,4GE5 TD
R-8.
'7. IhlSUI�TE 24" h7 PERIh�tEiER O� 5L}�I35 P�T HE,h'f�D
ROOMS WI7H R-10 r�IGID IN5UL,4'iION.
g, �NSUL.fi�TE ff..�T W�'f�R PIPES TO R-4.
q. PROVIDE �.5 GPM. FLO}N RESTRiGTOR9 F�T 5F101NERS.
30. Wlrl'ER NEhlB�S P�1�►D HEf�TING EC�l11PMENi SH,�LL
MEET 1q8'7 NP�EG,4.
11. ELEG?RIG HW ThNKS 1H NOhI-H�7ED SPf�G� SH,hLL BE
P!}�G�D ON f� NON-GOMPRE551BLE SURFP�GE P�ND TH�
FLOOR INSULhitD TO R-10.
12. HVA�G EC�J1r MHd7 SHALL BE 51ZED TO ?� MIKIMUM Oi=
100°/a A�ND MP�XIMUM O� 200% OF 7HE DE51GN 4.O�D (UND).
INSTP�LLING C.07aTRP�GTOR SHhLL PROYIDE 51ZING .4ND
HEhT L055 G?SL.GS_
13. REGE55ED LIGNTIN6 SFfhLL BE TYPE 1G OR NOIs 1G
IKSiDE �IR-i"IGt�T A55�MBLY (1/2" GWB B�X).
14. EXTEhID Y�ND Bf�FFLES TO ,4 POINi' 12" VERTiGP�L.LY
6 pgp�/� '�-1E TG� D-r IN5ULA7101�E. __
L 15. 50URGE SF�GI�CG VENTIL.fi�Tl01� REQUIREMENTS:
�XHAUSi F,�LN �Q�AREMEh1T5: BfkTHROOMS, L.AdJNDRIES
{�ND PO►NDER ROOMS SH,�LL H?�VE I�IIK1MiJM 50 G�M c� .25
W.G. KITGHENS �N�L H,4YE MINIMUM 100 G�M �+ .25 W.6.
TZW�IGE HOOD F,4N5.
1b. EXH�UST DUGT R�QUIREM�rtTS: DUGiS TO B� IN�ULltTED
T� R-4 IN UNGONDITIDKED SP�GES BE EQUIPPED WITi�; P�
BAGK DR,��i" DP.MPER, 7ERMIN?.TE OUT5IDE THE BUILDIN6
ENVEGOPE.
1'7. ft PERM�1�1E17 GER7I�IGP�TE 5H{�LL BE P�57ED WITFEI,y 3'
OF �LEG Pf�NE? . i i 5H,4LL LlST THE TYt'E A�hID EF�IGIENGY
O� HEf�'fING �4HD NIf�'T�R H�Tfi�SG EG2UIP. 1T MU57 GOhlTi411�
DUGT L.�tcRG� R,�iFS f�ND ,°�IR LEAKAGE RE5ULT5 IF
BLONlER DOOr� TEST W,hS GOh1DUG'l`EID.
18. DUGTS SHft� l- BE LE,�K TE5'iED l�l �4GGORDf�NGE WITH
T R5-33 U511�1G M,WC L.E�rKP�GE F'.�°�TPS P�R �4.10.3.
i.. 19. BiJ11J71h1G ETt1/30PE 1�,4iG4GE GON7ROL SHP�LL BE NOT
> 5 P�IR GHf�NG-•�5 PER HOUR WHEN TE5'i�D WITH BLOI^I�R
DOOR.
2p; U OF ALI- IN7ERfOFz LUM1N1{IRES ,hhiD
P�L.L I,4EfZE5 5N?�L.L BE HIGH E�FIGf�GY.
R. S�GUR{TY � --- . . ._ _ -
_....-_ -.. _. _.
..... ..
1. PROVIDE SEGURITf P�T ENiRftNGE P�ND GP�RftGE ����� �a �
DOORS WlTN f� MINIMUM 1/2" TNROYV DEf�D BOL'f WITH
LOGKS Di��R+4BLE WITNOUT SPEGihL KNOWLF.�C��, ��,��p��� �������'r� �u�� to err�rs and ��i��I��t ►.
OR EF�OR7.
2. PROI/IDE 5EGUR1'TY FOR WI1�iDOWS < 10' FRUM H�;��� �� �OfISgC�A�i��l �'��(,d�B�ntS ���� �3�� £�li��➢Oil��i
�w��. �h� �iol��i�n �� �?�y �c�o,��Q� ��d� o� �ardin�nc� 1�� ��ip�� R ^ � . _
C
5. Gi4R,�GE S�P�i�710N of ap�Po��d �=i�a{ ��py �ci �r��6�i��� i� ackno d.E; ,^� :�-� _.,;,�
1. G?dZ,4G�/DYVELL1f�IG SEPP�RP�TfOhl SHALL GON5157 OF :� .. - i
FIRET?�PED 1/2" GYVB, f4PPLIED "f0 THE G,4RP�GE 51D� OF ��: � G�� � �
,hLL. G? t F �, 4GE SURF,4GP5 ,4DJOINfNG D1^IELLIt�ICaS, LIVING, G'1T° n
A"fTIG ?�h1D GR,4WL 5P,4GE5. 57RUG'[UR,4L 5U�'PORTS �OR i���e: �`- �� - aSt.Q�7 i r�� o`�'. � F'„ ;;'.I �
DYVELLihlG SP,+kG�5 5N,4LL ?d50 BE YVR�4PPFD WI7H 5,4M�. "".��.--�.,�.�, _ :` �
2. . G,4R+4GE GEILING WITH L1Vl�lG SPh�G� ,ABOV� SHf�LL �--�- `
U5� 5/8" GWB TYPE ��X�� �il�/ �jq �(,��/jO�,
3. �41R DUG75 PENEI"RATING 7HE 5EP,4Rr4TfON 5Hf4LL BE �3�ILDtiVG DI1lISI0�
26 GA�UGE OR Nf�VE ,hN �4PPRt�V�D I�P�MPER.
5. DOORS �ROM G?�RAGE. TO DYVELLlhl6 5H,4L:L BE
1-3/8" 50LID CAf2E, TIGHT �ITl'ING.
y
D�51G1� LO,�DS
GODES
2012 It�tiERNATIOh1A��. RE5IDENTI�L CAD� YVITH YV,hSHI�[GTON
SiP�TE P�HD 5F}�TfLE ,4MEhlDMEhiTS IF P�Pt'LIG,4BLE �ND
2012 Wf45HINGTON 5Tr4TE �IERGY GODE.
L.A�TER,4L A�N,4LY5�5
u 20'{2 IN'f'ERNP�TION�4L BUILDING GQDE
�% ASG� 7-10 MWFRS DIREGTION,�L PROGEDURE(wind)
,45G� '1-10 SIMPLIFIED(5ei5mi�)
DE51GN LO,hDS
R40F: 15 P5F DE4D LO?�D . 25 R5F LIVE LOf4D
FLOOR: '[O P5F D�,4D 4.t7P�D q�0 p5F LIYE LOftiD
30 P5F(SL.�PIhIG RM)
���G� 10 P5FM0 STOR�hGE)
,h
24 P5F(5TORAGE)
DEGK: 10 P5F DF}�D L0,4t7 40 P5F L,fVE LO?�U
STf�IRS:
GUP�RD/I-f�4NDR,4lL: 200# ��" L0,4D c� T}iE TOP O� R,41L
ULTIM,�TE DF51Gt� WIND SPEED: 110 MPN/85 NOMINhL
1^IfND EXP05URE CftTEGORY: B
RI51c G,�4TEGORY: If
MEfHOD: ,aSGE '7-10 MW�Rca
TOPOGR,4PHIG F,hGTOR: IGZi =
GOMPOKENTS and GI�DDING: 16 P5F (min)
INiERNA1. f'RE55URE GOEF: +/- .55
5EI5MlG DE51GN G,hTEGORY: D
5EI5MIG lMPORTP�NGE Ff�GTOR: 1.0
51T� GLP55: D
PROG�DUR� USED; ,45GE ��10 51MP�I�I�T7
SHORT F'�R10D ,4GGELERF�TION: .
1 5EG4ND �GGEL.ERftTOl�l:
SEISMIG FORGE RE.SISTI�IG 5Y5'fEM: ,4.15
RESPOi�lSE MODI�IGhTfOhl Ff�GTOR: 6.5
D�51GH BASE SH�R: �p�- �
SPEGTRf_4L RESPONSE ,hGG�L.: 0.83 (5
0.43 (1
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APR���F��
ondl i� Q �' ����
501L , (n �
� yCi
BF�kRIhiG G,4P�hGfTY .455UMED ttT ��J�• P5F IN 1.R1�t� l�('���1��;
50fL5 R�PORT BY ,4 QU,4L1�lED 501L5 E1�GEN�E . G bIV{Sib�t
E4R�'!-! PR�55URE, P55UMED ,4T 60 PG� EQUIV�4
PF�55URE �OR BPS�MEt�IT WALLS �1�tD 30 PGF �OR
GANTILEVER RET,4INING WP�LLS.
GONGRET�
5'TREI�IGTH OF GONGRET'E 5H�4LL BE fc= 2500 P5f MIhtIMUM
FOR GONGRE7� NOT EXP05ED TO WEahIER EXGEPT
G,4R�4GE PLOOR 5L4B5. MINIMUM GOMf'RE55lV� 51R�NGTH:
Z500 P51 ,hT 28 Dr4Y5 5 1/.2 5,4GK GEMENT PER GU/Yp,
MWC. 6 GftL. W,4TER PEiZ q4 LB. SP�GK OF GEMEN7. MPJC
SWMP 4", M,�CIMUM ,4GGREG�iI� 517.E 1-'1/2"
STRENGTH OF GONGRE7E SHrhLL BE 3000 P51 AT 28 DAYS,
5 Ys S�tGK GEMEi�IT f'ER G!J/Y17, FOR GOhIGRETE EXP05ED
TO WE�7HER, G,4RrhG� FLOOR SLf+�65 ,4ND PORGHES �4ND
RET�4INING YW4LL5 EX('05ED TO YYE,4THER. FL �-----
NL4LK5 /aND SL,hBS T4 BE ,41R Eh17R,4JN�p„�I ���,�A�'� �����'`�'
�96 NOR MORE 11-1�41�[ �%. R�QU���D �0�:
REINFORGING STEEL C� Macnanica{� .�
EleCtriC�i
?457M ?.-615 GRhDE Q�O ❑ Plumbing
FfZ,4MING LUMSER , ❑ Gas Piping
(UNLE55 OTHERWISE NO'f�D ON PL.IhN) UNO Gi�y of Tukwlt�
PL�TES ,41VD 51�L5 H�#2 O �f�� . �" ���%�.�r��hi
57UD5
J015T5 P�ND f�FTERS
P05T5 ,�1p HEAUERS
BFr4M5
GLU-L,.,4M B�MS (51MPLE SPf�N)
GLU-L4M BEP�MS (OVERHANGING)
17EGK J01575
'� ' � DEGK B�MS
G01�lG)
HF"STUD GRA�DE"
H�#2 OR 'TJI"
DF�2 .
DF#2 OR" PARP�LLhM"
2�4�-V4
2�4F-V8
P.T. H� #2
P.1". DF #2
r^2 4 C� � � �+.,� 8 a� @ �° !i � E,� � ��'� F e �"a
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pfan� ��ro����z��°� �,�������,� ���� �h�
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�'a�4e�• I A •` /:.I • I �0'':
� J,4ME5-�►►NflER50t�t I�E51GN, P.S.
RE5/DDJTlpL. ARGNI7FG77IRE
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GA����� °`��
ERINE ,4NDER50N l�EGI57ERQ� ARGHI7EGT
1q626 'Tb'li-! Ave. W. #A L�nnwood, WA 480�6
' (425) Tf6-6"T66 TELEPHONE
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ancrutrrri�.� a nviut,lYYrv ryLJ I C� (IJ.tV.(,7,) ;
(1) Simpson or equal. Locate ai end of shearwali u.n.a. Instal[
per manufacturer recommendations for foundation minimum end
distance and embedment, deepen foundafion as required.
(2) Construct cripple wall same as shearwall (SV1/) above, and
gable-end same as shearwall (SV1� below.
(3) Requires 3x or (2) 2x foundation sill plate
(4} Threaded rod and coupler as required.
(5) Common nails, UNO: 8d=0.131"x2'/", 10d=0.148"x3",
12d=0.148"x3'/,", 16d=0.162"x3'/", 16d sinker=0.148"x3%".
(6) fnstail H1's on alf trusses/raffers, A35's at 24"o/c on gahles &
rim joist (or soiid blkg) to top plate (sill plate at fdn) u.n.o.; When
specified spacing is less than 24"olc, install A35's at roof solid
blEc'ing to SW top plate, and install H1 or H2.5 on_ aN
trusseslra�ters. LTP4, LTl�5 or LS50 can be substituted for A35.
Conn. per Simpson Strong-Te or equaL
(7) Minimum 3x or dbf-2x stud Iam'd w/ (2)-16d @ 6" o% at
abuttiRg panef edges.
(8) Anchor bolts shal! be embedded at least 7" into concrete;
fhere shall be a minimum of two bolfs per piece with one bolt
locafed nat mure than 12" or less than seven boit diameters from
each end of the piece. 2x min PT, u.n.o.
__ ____� 9 All sheathin mus be Strucfural ! sheathin U.fV.O.
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IDENTIrY LOT LINES
Lot lines shall be establisl�c�l on site and made visible to
verify distance of building setbacks the from lot lines, at
time of footing/foundation inspection, prior to pouring
concrete. A survey may be required to verif'y lot lines.
PLEASI; NOTE: Setback(s) shall be calculated and
measured from the buildings finish face or corner of tlie
building nearest ttie property line and not necessarily
measured from tt�e exterior foundation.
_ _ - -- --- - --
. �. _�. .�-�-- -�— --_- • - --
GC�AtG�'.�T� 5l�� 4N G�t7�
scale: �" _ ��..��� _
NEC 250.52 Grounding Electrodes.
A concrete encased grounding electrade is required
in all new concrete footings. The electrode shall
consist of at least 20 feet of 1/a" or larger
reinforcement bar or Bare copper conduetor not
smaller than 4 AWG, and shall . tie lo�ated
horizontally within that portion of a'conerete
foundation or footing that is in di�ect contact with
the earth & encased by at least 2" of eoncrete.
(NOTE: 20 foat rebar shall be one continuous piece
tied alongside any vicinity foating rebar and shall
protrude 8" min. above top of foundation wall near
location of power �Sanel.) ,�
��� FOOTING INSPECTION �
(RE: Geotech report prepared for this site.)
Over excavation requiring structural (engineered) fill shall
comply with recommendations as outlined in the geotechnical
report.
Prior to requesting a footing inspection, the Geotech
engineer of record shall verify the soils condition and provide
an insvection report prepared and signed by the Geotech
engineer. Geotech report shall verify that soils conditions
including compacted fill shall satisfy specifications as outlined
for footing/foundation construction. Geotech en�ineers report
shall be presented to the builciin� inspector at time of footin�
inspection. _ � �
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il!�;i'1n�e�.�11.�
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RECEIVED
C�TY OF TUKV''�ILA
JUa� 2 0 201�
pERMIT CENTER
-- - - -- - -- - --
/ J�MES-�NL7ER50N f�E51GK, P.S.
R 51U€I�lT7AL �+RGNITEGTURE
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�N REGiS i�12ED ARGHI7EGT
350 D,4Y"i aN ST_ ='v EDMONDS, Wh. 980Z0
(425) T1b-'vib6 T�LEPHQNE/F�VC
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,��� vUM1�t,�RY
FIi25T FLG74R= S'i0 SQ FT
S�GOND FL04�2= �'yjo SQ FT
TOT�L= i �I90 • SQ FT
G,�R,4GE 3�5 5G2 �l'
G4V�i�'.�i7 P�RGH- 60 5Q FT
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HOLDOVVNI SCHEDULE Date: 3/8/2016
.lab #: Lot 8 . ,..
SHEARWALL & HOLDOWN NOTES (ll.N.O.) : HO�.DOWN / FAS7ENERS TO FQUNDATION '--- -
(1) Simpson or equal. l.ocate at end of shearwall u.n.o. Install MARK STRAP *(1 (2)-STUDS MIN U.N.(7. ANCHOR *(9)(4) COMMENTS
--� -"� ' per manufacturer recommenda6ons far foundation mi�imum end
distance and embedment, deepen faundation as required. T-1 LSiHD8/8F2J (2D� - 16d r� N/A ��
(2) Construct crippie walE same as shearwall (S1N) above, and --
gable-end same as sheannraEl (SV1� below.
(3) RequirEs 3x or (2) 2x foundation sill piate
(4) Threaded rod and coupler as required.
/ (5) Common nails, UNO: Sd=O.'!31"x2'/z", 10d=0.148"x3",
_� �_ 12d=0.148"x3%", 16d=0.162"x3%Z', 16d sinker0.948"x3'/<".
(6) lnstall H7's on al{ trusses/rafters, A35's at 24"o/c on gables �
rim joist (or solid blkg) to top plafe (sili plate at fdn) u.n.o.; When
specified spacing is less than 24"o/c, install A35's at roof solid
' blk'ing to SW top plate, and instal{ H1 or H2.5 on all
� frusses/rafters. L7P4, LTPS or LS50 can be substituted for A35.
Conn. per Simpson Strong-Tie or equaf.
{7) Minimum 3x or dbl-2x stud fam'd w! (2)-16d @ 6" o/c at
abutting panel edges.
(8) Anchar balts shell be embe-cided at least 7" into concrete;
there shall 6e a minic�-ium of two boits per piece with one bolt
located not more than 12" or less than seven holt diameters from
��'',; each end of the piece. 2x min PT, u.n.o.
rn 9 All sheathin must be Strucfural I sheathin U.IV.O.
Y`
� SHEAR�ALL SCHEDULE
MARK SHEATHING - APPLY l"O SNEAiH1NG EDGE NAILS'(5) BASE PLATE ROOF TO TOP PLAiE,
2x HF STUDS @ 16"0% ALL EDGES BLOCKED * FLO�R TO TOP PLATE
2
*{ � U.N.O. BELOW *(9) (do noi penetrate past flush) N��LS {5) & SILL PLATE *(6}
SW-9 7/16" OSB 8d @ 6" o/c (12" o/c field) 16d @ B" o/c A35 @ 16 " o!c
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S� ,�.� � � � ^ � � �� 8W-2 7/16" OSB 8d @ 4" olc {12" o/c �eld) 96d @ 9 " o/c A35 @ 24 " o/c
SaW• � �Sw•I� �"
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�14�5T �LCC�iZ SH�i�YV,�LL L�YDUT 1/8"=1'-4" S�GGN37 �LOOR. SHE,�4i�.W�LL 1.t�1r4UT 1/S"=1'-O"
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FLOQR �tIM/BLKG � � SCI�ED WALL � 50UD 6LKG �
(Of� RQOF GABLE} BASE PIATE �
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EDGE N�1L5 —�' �� STRUCT �lDT�S 5W SCFi�D ;
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SHEAR�IALL FLOOR �R�OF GABLES} CONNECTI�NS, TYP
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ANCI�i0R5 PER n1MJBLKG --� ANCI�ORS PER
. � SW 5C1iE0 EDGE PIAlL5 SW SCNED
i�/-- �x 51LL U.N.O. � FOUNDATIQN � f zx SIIL U.N.Q,
FQUNDIITI�N pER SW SCI•IED PEI� 5W 5CI1Eb
p�� ��(� ---�,_ �- ' P�R PlAN
S1�I�AR1NAtL5 TO FQt]PaQATION SHEARINAI,LS TO �L04R TO FOUNDATIQH
S1�B SHEARWALL BASC l�LATE & FOUNDATION CONNE�TIONS, TYP
I N.T.S.
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bate: 3/8/2416
Job #: Lat 8
SILL PLATE ANCHORS w/
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S/8"QJx10" AB's @ 60 "a/c
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