HomeMy WebLinkAboutPermit D02-178 - DOAK HOMES INC - LOT 5 NEW SINGLE FAMILY RESIDENCED02 -178
DOAK HOMES INC.
LOT 5
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12216 43rd Ave. So.
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Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
DEVELOPMENT PERMIT .
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Parcel No.: 0179000250 Permit Number: D02 -178 , 1
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Address: 12216 43 AV S TUKW Issue Date: 10/29/2002 C ¢¢ Ili
Suite No: Permit Expires On: 04/27/2003 J U
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Tenant: w 0
Name: DOAK HOMES INC - LOT 5 H
Address: 12216 43 AV S, TUKWILA, WA
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F Owner: 2
Name: DOAK HOMES INC Phone: g 5
Address: 11917 4 AV SW, SEATTLE WA N D
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Contact Person: I' W
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• Name: DARRYL E. DOAK, SR Phone: 206 372 -2280 F'
j Address: 11917 4 AV SW, SEATTLE, WA W O Lu
Contractor: D p
Name: DOAK HOMES INC. Phone: 206 246 -6587 0
1 Address: 11917 4TH AVENUE S.W., SEATTLE, WA a H .
Contractor License No: DOAKHI *092NZ Expiration Date: 08/01/2003 = w
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DESCRIPTION OF WORK: LI Z
CONSTRUCTION OF A NEW 1,699 SQ FT SINGLE FAMILY RESIDENCE AND 416 SQ FT ATTACHED GARAGE. .
PUBLIC WORKS ACTIVITIES INCLUDE: SANITARY SIDE SEWER, WATER SERVICE & METER , STORM DRAINAGE, V
DRIVEWAY ACCESS, TESC, LAND ALTERING, AND UNDERGROUNDING OF POWER. STREET USE UNDER SEPARATE MI ~O E--. •
PERMIT. z
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Value of Construction: $167,096.40 Fees Collected: $16,258.21 k
Type of Fire Protection: N/A Uniform Building Code Edition: 1997
Type of Construction: VN Occupancy per UBC: 7
Public Works Activities: •
Curb Cut/Access /Sidewalk/CSS: Y
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone: N y.,.
Hauling: N Start Time End Time
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Land Altering: Y Volumes: Cut 30 c.y. Fill 30 c.y. • ^s " %` "'
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Landscape Irrigation: N °' ,
Moving Oversize Load: N Start Time: End Time: ' ;,
Sanitary Side Sewer: Y aa;'k
Sewer Main Extension: N Private: Public:
Storm Drainage: Y r4
Street Use: N +
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Water Main Extension: N Private: Public: ' fr,54, s
Water Meter: 1' `"
, Channelization / Striping: r
doc: Devperm D02 -178 Printed: 10 -29 -2002 �' { ti
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Cit of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
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Permit Center Authorized Signature: .44-e-aa —43 Date: Z
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doc: Devperm D02 -178 Printed: 10 -29 -2002
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Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
PERMIT CONDITIONS
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Parcel No.: 0179000250 Permit Number: X02 -178 `1- W
Address: 12216 43 AV S TUKW Status: ISSUED QQ D
Suite No: Applied Date: 06/24/2002 U 0
Tenant: DOAK HOMES INC - LOT 5 Issue Date: 10/29/2002 0 0
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Department of Community Development / 6300 Southcenter BL, Suite 100 I Tukwila, WA 98188 1 (206) 431 -3670
22: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into z
existing drainage facilities. <
23: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and H Z
prior to the Final Inspection.
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r 24: A copy of the Certificate of Insurance Coverage (minimum of $1,000,000 naming the City of Tukwila as additionally insured). 6 D
25: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be U O
a maximum of 15%. Turning radii . Cl) 0
shall be a minimum of 5.
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I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances 2 ..
governing this work will be complied with, whether specified herein or not.
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The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws I = - _
regulating construction or the performance of work. z I•-
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Printed: 10 -29 -2002 ri� ,:
� doc: Conditions D02 -178 ,
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City of Tkwi1a
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Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
! WATER METER INFORMATION
Parcel No.: 0179000250 Permit Number: D02 -178 Z �
Address: 12216 43 AV S TUKW Issue Date: 10/29/2002 , - Z
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Suite No: Permit Expires On: 04/27/2003 ce 2
DESCRIPTION OF WORK: U O
CONSTRUCTION OF A NEW 1,699 SQ FT SINGLE FAMILY RESIDENCE AND 416 SQ FT ATTACHED GARAGE. N C
PUBLIC WORKS ACTIVITIES INCLUDE: SANITARY SIDE SEWER, WATER SERVICE & METER , STORM DRAINAGE, W =
DRIVEWAY ACCESS, TESC, LAND ALTERING, AND UNDERGROUNDING OF POWER. STREET USE UNDER SEPARATE MI U) a.
PERMIT. W
YIN Meter #1 Meter #2 Meter #3 u ' 0
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Water Meter Size: 75 0 0 Z f'
Quantity: 1 0 0 Z Og.
1 Water Meter Type: PERM
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I Work Order Number: 5204Q02 UO N
Connection Fee: Y $60.00 $0.00 $0.00 C3 i`-
Install Deposit: Y $250.00 $0.00 $0.00 = W
Additional Install Deposit: $0.00 $0.00 $0.00 .I--
Plan Check: Y $10.00 $0.00 $0.00 p ,
Inspection Fee: Y $15.00 $0.00 $0.00 iii Z
T On Fee: Y $25.00 $0.00 $0.00 U
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Special Assessment: $0.00 $0.00 $0.00 ~ O H •
Other Fee: $0.00 $0.00 $0.00 Z
Total Fee: $360.00 $0.00 $0.00
Total Water Fees: $360.00
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doc: Miscperm D02 -178 Printed: 10 -29 -2002
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. J�WR;w4s CITY OFIKWILA :- FOR STAFF USE ONLY
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%a g 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188
sda (206) 431 - 3670 Permit Number: 100 V
Single - Family Residential Permit Application
Application and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or facsimile.
Project Name ant: Value of Construction: ,
Site Address: City State /Zip: Tax Parcel Number: e
12 2 r y� e s Ai/6014 . /7(i -c
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Property Owne� ,j Phone:
Street Address: City State /Zip: Fax #:
4/1 �I 7 - yPZ e 5'eo $� gg y 5
Contractor: .‘ c Phone:
, .9, ‹..-e*P7i cy. ,. 9- 7/12-e 2
Street Address: City State /Zip: Fax #:
III/' e/M ,it' c e
Architect: -- Phone:
r )4-/JL A eA5'am ))e (f4)
Street Address: � ' �S 1 L,� City State /Zip: Fax #:
• L11-e4
Engineer: -- Phone:
- 1414+Qit- A k.-.4 44 D eStfi:
Street Address: City State /Zip: Fax #: Z
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Contact Person: Phone: /� /
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Street Address: City State/Zip: : Fax #:
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■ D escription of work to be done: 4 c '�z, /j oc e Cyi 574 I__
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Type of work: ,ew Single - Family Residence ❑ Addition - Single - Family Residence �
El Interior Remodel- Single - Family Residence El Residential Accessory Structure* u
❑ Remodel /Addition to Accessory Structure El Garage(s) = d
El Deck(s) - Covered & Uncovered El Residential Reroof F- _
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Is this site served by: Sewer ❑ Se (Ki County Health Dept. approval required - 296 -4722) H 0
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Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) LLI j
sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck U p
Proposed New Square Footage: / / sq. ft. Dwelling sq. ft. Covered Deck(s) 0 Fr,
4 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck = W
Floor Area Ratio: (total floor area of all structures divided by the area of the lot) (e- 7 0 t•- F
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*For an Accessory dwelling, provide the following: iii Z
3cdD Lot area z / 7 Floor area of principal dwelling Floor area of accessory dwelling U
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* Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Z ■
APPLICANT. REQUEST FOR PUBLIC WORKS SITE/ CIVIL PLAN REVIEW OF THE FOLLOWING:
(Additional reviews shall be determined by the =Public Works Department)
10 Channelization /Striping V.1 Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s):
❑ Flood Control Zone ❑ Hauling Land Altering:. Cut -o cubic yds. 0 Fill o cubic yds.
❑ Moving an Oversized Load: Start Time: End Time:
13 Sanitary Side Sewer #: I rrte�,,,,���� CI Sewer Sewer Main Extension 0 Private 0 Public
Storm Drainage ® se"'�w Water Mai tensio Private 0 Public
Water Meter /Permanent # ze(�)� 3/ W o
Water Meter Temp # Size(s): Est. quantity: gal Schedule:
Miscellaneous UN D6(1._,C( --)& CS eow6 (Z
Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- 1 .. tal.
viewed and is subject to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- 'r '
pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon i �,
written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall
be extended more than once. ;, Aft te r .
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Date application ccept d: Date application expires: Applicatio ken by: (initials) h�r.
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PLEASE SIGN BACK OF APPLICATION FORM IL al
SFPERMIT.DOC 2/13/97 l~
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ALL SINGLE- FAMILY RESIDENTIAL P. RMIT APPLICATIONS MUST BE SU: TTED WITH THE FOLLOWING:
> DRAWINGS PREPARED BY A R ,ISTERED ARCHITECT OR PROFES...)NAL ENGINEER MAY BE
RcpUililEDAY,THA BUILDING OFFICIAL
A b A AALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN
A BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED
N/A SUBMITTED
❑ ❑ Copy of recorded Legal Description from King County
❑ ❑ Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department
(206) 433 -0179 for servicing district.
171 Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- `
0179 for servicing district. ' ■
❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12)
❑ ❑ King County Health Department approval for septic - 296 -4722
Four (4) sets of working drawings, which include:
❑ ❑ Site Plan (see example Form H -16)
1. Existing fire hydrant location(s).
2. Proposed access road.
3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over
150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741).
4. North arrow and scale.
5. Building setback from property lines. Any proposed or existing easements must be shown on plan.
• 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), z
. show proposed and existing power, water and sewer lines, existing storm drainage system, • m w
downspouts and foundation drains, and where drains tie -in.
7. Parking plan. 6 v
8. Lowest building elevation (if in Flood Control Zone). o o
9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. co O
10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. w i
11. Identify location and size of significant trees that are located in sensitive areas and buffers or the co u_
shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). w 0
12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the _
high water mark. ce
13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form co d
H -9). I. I
r-1 ❑ Foundation plan and details z ''
❑ ❑ Floor plan w 0
❑ ❑ Roof plan 2 p
❑ ❑ Building elevations (all views) o co
❑ ❑ Building height w H
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❑ ❑ Building cross - section i 0
❑ ❑ Structural framing plans and details necessary to completely describe construction "—" z
C71 Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available c
at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. 0 r- •
❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception,
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Variance, Shoreline or Tree Permit).
❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance
and other land use or SEPA decisions.
❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval ■
from the King County Health Department or the Tukwila Public Works Department prior to
submittal of permit application.
❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If
not available at the time of application, a copy of this license will be required before the permit
is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of
Contractor Registration ". r z _
Building Owner/Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed .
by the. State of. Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and i p
obtain the permit will be required as part of this submittal.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF i; .'
PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. {,
BUILDING OWNER,OR AUTHORIZED AGENT: 1
Signatu�Pif: ,rs:: . ...%v a �, 'V % Date: "t ` ►t ": • •
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Print name: Phone: Fax #: ° r ;.
City/State/Zip:
/State /Zi'� �,
Address: Y p: i
SFPERMIT.DOC 2/13/97 1 , ,;; ,,,, I
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4.-AN t r�N 1J r` � ,. City of 1 ukwlla
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WATER CONNECTION 401/379.002 60.00 r •
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WATER INSPECTION FEE 401/342.400 15.00
(DEP) 401 386.520 250.00"`'
WATER INSTALLATION ( ) I �:.u�nf, �,�,."t,�.
WATER TURN -ON FEE 401/343.405 25.00 �r,,� -, m.
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Total: 15,364.75 °r "' � ' ' t il "
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doc: Receipt ?05at7/30 971A �QTA 19 P 4 r 9 i 10 -29 -2002
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6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 ,
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RECEIPT ..
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Parcel No.: 0179000250 Permit Number: D02 -178 U O ;
Address: Status: PENDING r CO 0
Suite No: Applied Date: 06/24/2002 J H
Applicant: DOAK HOMES INC - LOT 5 Issue Date: co u_
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PERMIT NO.:1)02 -- 17e) TENANT NAME: :ID , I yyt ` L-(- 5- .
BUILDING PERMITS
INSPECTIONS CONDITIONS '
• ❑ 1 Progress Inspection Status iffif 10001 No changes will be made to the plans unless approved
❑ 2 Pre- construction by the Engineer and the Tukwila Building Division
❑ 3 Investigation 10002 Plumbing permits shall be obtained through King Co
Q 4 OK to Occupy 10003 Electrical permits obtained through L & I Z
[] 5 Remove Stop Work Order 10004 All mechanical work shall be under separate permit
❑ 6 Follow -up g1 10005 All permits, insp records & approved plans available Z
❑ 7 Pre -Move Inspection ❑ 10006 All structural concrete shall be special inspected
1 0007 All structural welding shall be done b certified 5
[) 50 WSEC Residential ❑ B y
WABO certi
❑ 60 WA Ventilation/Indoor AQC inspector J U
❑ 70 NLEA Inspection/Modular Struct ❑ 10008 All high - strength bolting shall be special inspected 0 0
71 Mobile Home Tie Down Insp
❑ 10009 Bolts installed in concrete shall be special inspected 0
[0 72 Marriage Lines ❑ 10010 When special inspection is required...notify Tukwila W
❑ 90 Resteel Building Division -J I-
10011 The special inspector shall submit a final signed report
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i ❑ 95 Footing Drains ❑ � � 8n �°
100 Foundation Footings ❑ 10012 Any new ceiling grid and light fixture installation W 0
200 Foundation Walls ❑ 10013 Partition walls attached to ceiling grid 2
250 • Foundation Insulation ❑ 10014 Readily accessible access to roof mounted equipment g ?-
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❑ 300 Concrete Slab/Slab Insulation 10015 Engineered truss drawings & calcs shall be on site to 3
350 Crawl Space 10016 My exposed insulation backing material shall have = d
400 Shear Wall Nailing ❑ 10017 Subgrade preparation including drainage, excavation F W
450 Plywood Wall Sheathing knife t d A statement from the roofing contractor verifying fire Z H
500 Roof Sheathing Nailing retardant class of roof i_ O
525 Plywood Deck Nailing 10019 All construction to be done in conformance w /approved W f-'
550 Exterior Wall Sheathing plans 2 al
❑ 600 Masonry Chimney - = 0
,: i, 610 Chimney Installation/All Types ❑ 10020 Structural observation shall be provided for this project 0 co
700 Framing ❑ 10021 All food preparation establishments must have King Co p I
750 Roof/Ceiling Insulation
i 10022 Fire wshall have flame spread of W W
800 Floor Insulation 10023 Notify Building Division prior to placing any concrete U
801 Wall Insulation ❑ 10024 All spray applied fireproofing shall be special inspected 0
802 Exterior Roof Insulation ❑ 10025 All wood to remain in placed concrete shall be treated -
803 Glazing Inspection ❑ 10026 All structural masonry shall be special inspected u j
815 Lighting and Controls 10027 Validity of Permit 2 = cn
900 Suspended Ceiling 10028 Rack storage requires separate permit 0 I-- •
imp 1000 Interior Wallboard Fastening Z
❑ 1001 Exterior Wallboard Fastening 10030 No occupancy of building until final insp by Bldg Div
❑ 1110 Pre-Move Inspection ❑ 10031 Comply with requirements of TMC 16.04
la 1115 Motor Inspection ❑ 10032 Remove all weeds, concrete, stone foundations, flat
1120 Pre -Demo concrete
❑ 1140 Pre -reroof ❑ 10034 Removal of septic tanks require approval and i
❑ 1400 Final -Fire compliance with King Co Health Dept.
iii 1700 Final - Building ❑ 10035 Contact PW Div to obtain insp for water /sewer connect
1900 Final - Reroof ❑ 10036 Manufacturers installation instructions required on site '
❑ 3100 Site Visit
❑ 4000 Special - Concrete ❑ 10038 A C of O will be required for this permit
❑ 4001 Special -Bolts in Concrete ❑ 10039 Final approval for all TI w /in the limits of the SC Mall
❑ 4001 Special - Mom/Resist Conc Frame
❑ 4003 Special -Reinf Steel Prestress • ' ❑ 10040 All construction noise to be in compliance with 8.2 TMC
❑ 4004 Special- Welding '. 10041 Ventilation is required for all new rooms & spaces
❑ 4005 Special- High - Strength Bolting
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❑ 4006 Special- Structural Masonry i 10042 Fuel burning appliances
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❑ 4 007 S Gypsum Concrete -Reinf ecial G 10043 Appliances, which generate
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❑ 4008 Special - Insulating Conc Fill M' 10044 .Water heater shall be anchored t•. " 0 4009 Special -Spray Fireproofing ❑ 10045 Reroof .; 4 �.
[ 4010 Special- Piling, Piers, Caissons ❑ "Anchoring — All new construct and substantial V �;� ;{
0 4011 Special - Shotcrete improvement shall be anchored to p vent , flotation"
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❑ 4012 Special - Grading, Excav/Fill �.. • ❑ 4013 Special- Retaining Wall / o7_
❑ 4014 Special - Panels -?�
Plan Reviewer: � �`' Date: `� G k;
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0 4015 Special-Smoke Control System '' '<x
Permit Tech: 1914 Date ,,,i
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INSPEC IT ON RECORD - N 0
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Retain a copy with permit � � - w i
INSPE ON • / NO. PERMI J I—
IL B DIVISION �i�d , o
CITY OF TUKWILA BUILDING w
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (216)431-3670 2
P oject: Type of ppection: Q
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I Ti I Approved per applicable codes. Corrections required prior to approval. �,
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COMMENTS:
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0 $47.00 REINSPECTIO
or REQUIRED. Prior to inspection, fee must be a g «'.Ty ` 1
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. : =wrl,
Receipt No.: Date: u %is '
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_: "" INSPECTION NO. PERT O. _i LL
CITY OF TUKWILA BUILDING DIVISION ; ' w
6300 Southcenter Blvd., #100, Tukwila, WA 98188 - (206)431 -3670 Q
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P ct: p J Type f nspection U. Q
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" COMMENTS:
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pector: Date:
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20030326002605
Return Address:
Doak Homes, Inc.
11917 — 4t Avenue SW
Seattle, WA 98146
Title: SIDE SEWER EASEMENT AGREEMENT
Reference Numbers: VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING
COUNTY, WASHINGTON.
Grantor: DOAK HOMES, INC.
Grantee: DOAK HOMES, INC.
Grantors Legal Description: LOT 4, BLOCK 2, ALLENTOWN ADDITION TO THE
CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN
VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY,
WASHINGTON;
SITUATE IN COUNTY OF KING, STATE OF WASHINGTON.
Grantees Legal Description: LOT 5, BLOCK 2, ALLENTOWN ADDITION TO THE
CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN
VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY,
WASHINGTON;
SITUATE IN COUNTY OF KING, STATE OF WASHINGTON.
TAX ACCOUNT NO. 017900 -0245 (LOT 4) 017900 -0250 (LOT 5)
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� 1. T o of the above described land do hereby define, declare, grant and Z
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a LOTS 5, BLOCK 2, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, v o
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PAGE 100, RECORDS OF KING COUNTY, WASHINGTON;
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A non - exclusive perpetual Side Sewer Easement over, across, along, in, upon and under that w z
n, portion of said Grantors land described as follows: v
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'` THE WEST 25.00 FEET OF LOT 4, BLOCK 2, ALLENTOWN ADDITION TO THE CITY
OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12
! OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON;
SITUATE IN COUNTY OF KING, STATE OF WASHINGTON.
2. This easement is for the sole purpose of the construction, use, and maintenance of a side
°4 sewer, together with the right of ingress, egress for such purposes. .
3. Routine maintenance and repair costs of the side sewer servicing Lot 5 constructed within
1 ' said Side Sewer Easement shall be the sole responsibility of the owner said Lot 5.
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4. The herein easement and agreements may be amended only with the written agreement of
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DOAK HOMES, INC. 2
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I certify that I know or have satisfactory evidence that Drell Doak is the person who w w
appeared before me, and said person acknowledged that he signed this instrument, on oath
stated that he was authorized to execute the instrument, and acknowledged it as the president 0 co
of Doak Homes, Inc., a Washington corporation, to be the free and voluntary act and deed of 0 1=
such party for the uses and purposes therein mentioned in the instrument. i 0
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Given under my hand and official seal this 1/ 2003 , day of 44c1 w z
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NOTE: TE: FlEVISIONS WILL ASOUIRE A NEW PiAt� SUakflIT7AL
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Tukwila Building Division
6300 SouthCenter Blvd.
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BUILDING DIVISION REVIEW z
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Date: July 26, 2002 cc 1
Project Name: Doak Momes Lot #5 b uilding permit application 6 m
Application #: D02 -178 and MO2 -134 0 o
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A general Building Department plan review has been completed for the subject project. Please 2 o
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1. Plan sheet number 5A shows Energy Code compliance documentation referencing = w
Chapter 6 for Component Performance Approach. Some of the noted "R" values have Z i
been apparently revised on this form and do not all reflect the actual plan details. 1- o
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W.S.E.C. Chapter 6 tables. Update the document to accurately reflect the proposed D o
house construction and W.S.E.C. tables. o o N
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2. Accompanying the associated Mechanical Permit application #MO2 -134, is the Heating z 0
and Ventilation Compliance Form. The Prescriptive Heating Design portion "C" on the
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Form has been filled out and has added to some of the confusion for the Building Permit z
Comment #1 above. The House as designed does not meet the prescriptive 0
requirements of the W.S.E.C. Prescriptive Chapter 5. Revise the plans and /or the o i •
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In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have U
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If you have any questions, please contact me at (206) 433 -7165. . ,
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1 Permit Technician
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xc: File No. D02 -178 `
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6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 �.... }
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7 PLANNING DIVISION COMMENTS
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DATE: June 25, 2002 NT: Homes Inc. ` co o
APPLICANT: Doak H I w i
RE: D02 -172, D02 -178, D02 -179 N F
ADDRESS: 12212, 122xx, & 122xx 43 Avenue S w o
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I Please review the following comments listed below and submit your revisions accordingly. d
If you have any questions on the requested revision, Carol Lumb is the planner assigned to ~ w
g the file and can be reached at 206 - 431 -3661. ?
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PLAN RE W TIN LI P
ACTIVITY NUMBER: D02 -178 DATE: 08 -28 -02
PROJECT NAME: DOAK HOMES - LOT 5 z
SITE ADDRESS: 11216 43 AVENUE SOUTH W
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Original Plan Submittal Response to Incomplete Letter # -J v
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DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08-29-02 2 D
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1 TUES/THURS ROUTING:
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Please Route Structural Review Required ❑ No further Review Required ❑
REVIEWER'S INITIALS: DATE:
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i APPROVALS OR CORRECTIONS: DUE DATE: 09-26-02
i Approved ❑ Approved with Conditions d Not Approved (attach comments) ❑
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. * GeiERAL NOTES - 2 HoR',wA-reR TANKS si4A,A. Be Niro >BY .rars aky T. STAIRS AND GUARDRAILS X. VENTILATION AK? It.s'2OR AIRQUA.LIre
4. tRULT1 2X BUILT -UP BEAMS SHALL se gP1 D 'TOGETHER. STANDARDS FOR USE AND BE LABEL= 1. PROVIDE A STAIRWAY E41 7TH OF 36' MMINJM, FeThER PER ',/LAC'' 'Q?'' I
. 1 NAECA WEIGHT or re MAaQM M, ~mum TREAD L1946114 or D' AWD i• 1rTEGRATE]D MOLE HOUSE VE T SYSTEM FOR THE
I CONTRACTOR SHALL Y JPY ALL mas- ItN6 !lI TL' UNLE55 NOTED, USE 104 NAILS • :2' O G . !STAGGERED. 3. FLOYV RATES TO C,OMP1Y WITH /MAC 31-46 SECTION
;ovvrn0N5 FOR COMPLIANCE rim PLANS AND 5. SOLID BLOCK r/ 2X • MST Or STUDS OVER 10 ,402,E TOILETS: 1,6 6PFMAX1 SHOWERS: 25 6 M(MAX), - A 3/6' MA>40401-4 VARIATION. N r�rTTENTLY OPERATED INTEGRATED FOREEED AIR _
T1rGMS. SKE CONOMONS INCLEDE, SOIL. FEET, 3111.OM'1 BiaARINb 1 °ARTTTIO*t5 PERPENDICULAR TO STAIRWAYS < 44' IN WD'T1i MAY HAVE ONE HANDRAIL HEATII+i6 5'Y'STe!•1. I;
TOPOGRAPHY, RP�c3JRE3? 51PTESAGCS AND iP JOIST'S AN D RAFTER'S • E�iJPP'JR'9. LAVATORIES/FAUCET: 25 6F"•< AXJ_ UNLESS BOTH SIDES ARE Off• • A. sC RGB 5P''ECEI90 EINTILATION FtEQUIREIRENTS
el ,, 3• rptavtDe setsmic sTRAv"5 AND F RELIEF 3, HAWDRA,L.S SHALL B PLACED 34' TO 3D' OFF NOSING 1. EXHAUST FAN IgATHR001•�1'3, LAUNDRIES
14E Or EXISTING g AND 'THE 6, Y'i00D >°NT�INb OR MASONRY SHALL VAILVE!5(1"L;<lMBE'D TO OUT�51IJe AT MOT r�T� TANKS.
t STRUCTURAL NLD MECHANICAL GOMPONENT5. THiS O G " HAVE 1/2" NET AIRSPACE AT 'OP. WE:S AND IND. SEPARATE P"ERMtT R � AND SPACED 1 -t/7 M1N;Mt1r�t OFF r'1Ai1 M114 A 1 -1/? TO Z' AND F'QL^Q�t ROOMS SHALL HAVE MMR�l1M SO GFM • .�5
DIAMETI3Z
1 SHALL Be NOTIFIED PRIOR TO CONSTRUCTION OF 'T, DOUBLE JOISTS UNDER PARALLEL BEARING PARTITIONS . SMOOTH GRASP AND A NE9"EL OR RlrTIRN AT W.G. IGTCNENS SHALL. NAVE MINIMUM 100 GPM • 25 W.6.
D 5C.RE•ANCIES, AMDIG t11 OR OMI35I0 M THE PLANS. AND UNDER Y'tNDOW CRIPPLES AT CANTILEVERED FLOOR - MOISTURE CONTROL • ENDS. RANGE HOOD PANE. I
2. Y•uTTEM DEHENStONS TAKE meceDeNce OVER SECTIONS, 1. 5NOY`ER5 SHALL. HAVE AN APPROVED IJARD, SMOOTH 4. PROVIDE b'-6' MINIM.*4 CLEAR HEAORoOm ABOVE , Ea+EusT DUCT RLGiJtREMByT3: DUCT'S TO BE
- DRAE4N6 5CALZ, DETAILS TAKE OVER OV PLAN O. T`LRE5TOP AND DRAFTSTOr TO CUT OFF ALL AND WATER R EESTANT SIJRPW E TO A -4EIGHT OF 10' STAIR NOSING. INSULATED TO R-4 M aSPAGES, BE Ef JIPPED
. AND ELEVATION VIEWS. - ,DOVE DR INLET, S. PROVIDE GUARDRAILS FOR AREA.; SCE ABOVE 6RJ►DE y - , B DAMPER,
C,ONGlJI►l.ID NORIZONTAI. A�LD VERTICAL. OPD'lJNd3 TF3tJ••rINATe ovr�IDe THE
3. ALL WQREEMANSHIP, MATERIALS AND INSTALLED BETEeE�i FLOORS. FLUOOR. TO ATTiC, AT 10' iNTERVA_.°.S 2 l�R0ViDlr YtAT�PROOC HOARD OR 6L.,AW MIME OR AO LO EI
FORS. WITH A MINIMUM HGHT OF 'J6 AN :dWILDiNG eNve..Ore AND COMPLY v m TABLE 33 vim;
PRODUCES SNALi. MEET OR EXCEED THE AGGEP'TE i HORIZONTAL BEHIND WALL. FURRING, AT TOP, BOTTOM! AID MORTAR UNIT BEHIND TILE AT SHOWER 5UFIRCVNI25. Tit1 SITERJREDIATE BALUSTERS OR RAILS 5PAGE D SO THAT A 4" OODE. - ,
: iNDUSTRY STANDARDS AND SHALL MEET OR EXGZIED THE SIDES OF STAIRS. SHOWERS WITH A °1Tt -BUILT PAN SHALL BE PILLED ED AND SPHERE CANNOT PA55 THROUGH.
MINIMUM ENT5 OP THE U.B.G., Y'15,E.G., 14- E.G... S. 6L.0 -LAIN BEAMS SHALL BEAR AJ.T.G. iN- SPEL - WE LEAK TESTED FOR 12 HOURS: 7s.ov1DE Miuseri RE545TANT 6. ENCLOSED USABLE SPAGE STAIRS SHALL HAVE NOTE: iT IS RECOMMENDED BY KING COUNTY' TO INSTALL A
• UP.G., U-M.G., AND ALL APPLICABLE LOCAL CODES, WHICH STAMP AND SHALL BE "ARCHTTEGTURAL CAULK AT ALL TILE ACGE5SOfEl 5. 5 /6' GEE, TYPE "X' FIRETAPE'= ON WALL AND SOFFITS. GENTRALLE LOCATED MOLE HOSE EXI4AUST FAN WITH A
SHALL TAKE PRECEDENCE OVER NOTES, 5PF -uPIC 11ON-`3 GRADE. WHERE DEPOSED TO vi. • PROVIDE F1RF.BLOGKIN& IN CONCEALED SPADES BETWEEN MAX/MUM 'SONE RATING OP 1S AND SIZED AC- CORDING TO
1.1. B ATH SAFETY • STAIR 3TRJN615R5 AT TOP AND BOTTOM OF RUN AND TABLE 3-2 VIAQ AND CONNECTED TO THE AUTO T1
MAG
AND DRAWN65_
• 4. UNL.E55 A SURVEY ACCOMPANIES THE e. METAL CONNECTORS 1. HINGED SHOWER DOORS SHALL OPEN OUTWARD AND 13ETW�1 STUDS ALONG AND IN UNE WITH RUN OF STAIRS, iP CON IROL TIMER, THIS YELL. FACILITATE FRESH AIR
PLANS, THE PLOT PLAN i^Mt'S DRAM FROM 61°N ERAL SITE SHALL Be FULLY TEMPERED OR LAMINATED • THE -L UNDER THE STAIRS ARE UNFINISHED. Die - TR UTION AND REDUCE THE P055lBLITY OF MOISTURE
LANDMARKS AND 15 NOT TO SE CONSTRUE D AS A 1. ALL METAL CONNECT SHAT -1" BE ENCLOSURES OR AN SAFETY big, MINIMUM THIOKNE53 s 1/8' TEMPERED, i/4' V. sour) FUEL FACTORY BUILT FIREPLACES - LADEN MR BEING DRIVEN INTO THE BUILDING. INTERIOR
PROFE5510NAL SURVEY. THE CONTRACTOR SHALL. TAKB EQUIV. DOORS SHOULD BE UNDERCUT 1/7 IBOVE THE FINISHED
• FULL RESPON51BtLITY FOR MAINTAINING RECUiRED ZONING 2• FRAME M
ME NAiUN6 SHALL COMPLY WITH UBG TABLE 23 -11- LAMINATED AND MEET UB.G. STANDARDS. S- OVES AND INSERTS
• 13-1 UNLESS NOTED OTHERWISE ON !°RAINING PLANS OR ON 2. FLOOR
T5 L AT SHOWERS AND YET AREAS SHMJ. BE 1. UNITS SHALL BEAR THE 5TAMP OF AN APPROVED FLOOR. .
SETBACKS OR SHALL, AT HIS SStO E'TTON, REQUEST THE SHE-ARWALL SCHEDULE, ALL NAILS SHALL BE COMMON • 'SI(JD
• OWNF..R TO PROVIDE A PROFESSIONAL SURVEY TO 'TE511N6 LAB AND SHALL BE INSTALLED IN ACCORDANCE ' i •
DETERMINE SETBACKS OTHER. D /OR OTHER. ZONING WIRE NAILS. B. PROVIDE SECURE BLOCKING FOR ALL GRAS BARS v me T OF THEIR LISTING AND THE •
SHALL BE -
a. USE CUT WASHERS AT BOLTED CONNECTIONS. PER PLAN, CAPABLE OF SUP�':-RT1N6 A 30 IM PACT LO MANUFACTURERS INSTRUCTIONS. f
• RESTRICTIONS. CONNECTORS EXPOSED TO WEATHER . ,2. UNITS SHALL. HAVE T1GNT- FITTING GLASS DOORS. • DESI N LOADS .
5. THE CONTRACTOR SHALL. SECURE ALL NEIGL'SSARY GALVANIZED OR HAVE APPROVED GOATIN6. ROOFING - TRUSSES ` READILY AGGESS{BL_E DAMPER CONTROL. OUTSIDE •
PERMiT AND TR.U GT10N , AND SHALL NOTIFY 'THIS orrice, SHALL BE FASTENED WTH CORROSION- RE=SISTANT N
PRIOR TO GON5TRUGTiON OP ANY'REVi51ON5 OR ADDED 1, PRE - FABRICATED TRUSSES. SHALL BE DIE3I6NED BY A COMBUSTION FOR AIR AT FRONT OF FIRE BO AN D A 3/8'
REQUIREMENTS RF1�IE5TED BY THE BUILDING OFFICIAL FASTENERS. WASHINGTON STATE L1GEN5 �TRLJGTURAL_ ENGINEER AND THICK (MIN) NON - COMBUSTIBLE HEARTH EX'T�..NSION YWIGH $
I5/H. JJR15DIGTiON. M ILC GORDANCE WITH THE FLEE RE .':RESENTS. SUBMIT IS READILY DISTINGUISHABLE FROM SURROUNDING FLOOR. GORES
WITHIN H E� •
6. THE CONTRACTOR SHALL. VERIFY SIZE AND LOCATION • F. i'LYNiOOD ANC' DIAPHRAGM NAILING COMPLETE SHOP DRAWINGS UT ENGINEERS 5EAL FOR HEARTH EXCTEN510NS PER V. 6 BELOW. UNIFORM BUILDING COPE •94'7 EDITION 4 AMENDMENTS.
tOF ALL REQUIRED OPENINGS M FLOORS, WALLS AND ROOF 1. ALL PLYWOOD FOR STRUCTURAL USES SHALL APPROVAL PRIOR TO FABRICATION. TRUSSES MUST BE • 3. PROVIDE CHIMNEY CLEARANCES AND SIZE PER. U.M.G. WITH SEATTLE 3UILDIN6 CODE AMENDMENTS, IF
WITH PROPOSED MECHANICAL, PLUMBING AND ELEGTRIGAL CONFORM AND BEAR A GRADING STRAP OF THE AMERICAN STAMPED BY AN APPROVED ;1•tANUFAGTURER OR BY A AND YtAB.O. STANDARDS FOR iN5TAL1AT1ON OF SOLID APPLICABLE •
- WORK. PREFABRICATED ITEMS TO BE HANDLED AND PLYWOOD A5`' IATION(APA) AND NAIL PB1IJ13G TABLE 23- QUALITY CONTROL AGENCY SE.'EH AS WASHINGTON WOOD FUEL BURNING APPUANGES. 1GFEI WASHINGTON STATE ENERGY CODE NAG 51 -11
INSTAL LED PER MANUFACTURER'S RECOMMENDATIONS. • 11 --B -1 UNO- ) 'TRUSS FABRICATORS COUNCIL- 4. PROVIDE SEISMIC ANGHORAGE.FOR METAL
_ i - - . ., 2. P I= ROVDD DIAPHRAGM SHEATHING AND NAILING AS 2 CONTRACTOR SHALL VERIFY EXACT SPANS PRIOR TO • FIREPLACE CHIMNEYS. CHIMNEYS TO BE ANCHORED Al •
v t _ FOLLOWS UNLESS NOTED ON PLANS: FLOOR SHEATHING FABRICATION. )' EACH JOIST WITH (2 1 1/2" X 1/8" METAL STRAPS LOCf'Fr' LIVE LOADS
+ _ SHALL. BE T46 3/4 T G- D- EXT -APA PLYWOOD WITH EXT. GLUE, 5. APPROVED HANGERS ML BE USED AT ALL AROUND THE OUTSIDE OF Ti-iE CHIMNEY AND INSTALL.: ,
. . - - P.1. 32/16, GLEE rem E TO JOISTS AND NAIL WI 10d • 6" 0/G CONNECTIONS OF RAFTERS, 1'•GK.5, OR HiP TRUSSES TO A AND NAILED WITH (6) 8d NAILS PER STRAP TO ROOF OR • I =_OOR: 40 PSF, ROOF: 25 P'SP, ATTIC: 15 PSF STAIRS:-
.. . : • EDGES, 1Od O 10" 0/C FIELD. MAIN GIRDER TRUSS. NON -BEE-. ""ICS PARTITIONS BELOW CEILING FRAMING. LOO P5F
_ - -.. :• . RROOF SHEATHING SHALL BE 15/32" G-- D- INT -APA' PLYWOOD TRU55E5 SHALL BE SEPARAT . FROM TF1J55 WiTH SIMP5011 '�. M 5Ot�IRY F FLAGES A�NI7 CHIt�NE`t'S DECKS: 40 PSF, BALCONIES 60 PSF.GUARDRAIL S: 20* PI..F
. • • - WITH EXTE 1OR GLEE, PI. 24/0. NAIL 0d A 6" 0/G ED6E5, 5d STG FASTENERS. 1, CHIMNEY SHALL NOT SUPPORT ANY 5TFZUGTURAL_ WEIGHT AT TOP OF RAIL
4. TRUSSES SHALL BE HAN _' FIND M5TALLED IN SEISMIC ZONE: 3. BASIC AND SPEED: 80 MPH, EXPOSURE S
• 17' 0/C HELD OTHER THAN ITS OWN UNLESS 5O DESIGNED. (LINO)
. ACCORDANCE WlTii MA►NUF!'�.: +;ifRE>".'S SPEGIFtGATIONS. 2, PROVIDE ACCESSIBLE DAMPER CONTRCL. AND
VENTILATION ANT, ACCESS OUTSIDE COMBUSTION AIR. SOIL • ' t
GENERAL CONSTRUCTION NOTES �• Io. SKYLIGHTS 8, MAXIMUM TEMPERATURES, FLUE LINING, FUJE SIZING, '
1. VENTILATE CRAWL_ SPACES AND OVERHANGING 1 GLAZING Be MStJL0�"?, 1rT•tPPRED CsLf�55('TOP),
FLOORS WITH SCREENED OPENINGS NOT LE55 THAN 1 5C2. 7 TERMINATION HEIGHT AND CLEARANCES TQ GOMBESTiBLES
. SITE C.^N? ATIONS AND SITE _ IORK LAMINATED 6LA55(BOTEOM) .•HIE - , - ,./9= /3 THICK MINIMUM. . SHALL COMPLY WITH USG TABLE 31-B AND 31;A. • • BEARING GAPAGITY ASSUMED AT GOO P'F (UNO) IN
.. FT ,(NET FREE) 8UTE OPEN FOR P 150 INGS Pf' AF' FT, RO)4MAT> =LY 1:C3UAL OF UNDER FLOOR 2. PROVIDE A MINIMUM 4" G' '- ' F.,. 4 5HED AND COUNTER 4. SEISMIC ANCHORAGE SHALL BE PROVIDED FOR PLANS OR A 5OtL5 REPORT BY A QUALIFIEED SOILS
'I • IF SOIL CONDITIONS ENCOUNTERED UPON EXCAVATION ARP.. J t=• ; ^_1 LEPER FROM THE SOIL BEARING CAPACITY OUlTUNE7 • ALONG THE LENGTH OF AT LAST TWO OPPOSITE SiDES FLASHED AT TOP AND BO T i. • ' . '•I` :T'..P FLASH SIDES. . MASC NR't CHIMNEYS AT EXTERIOR WALLS PER U; E. ENINEER.
ER "DESIGN LOADS ", OR IF EXCESSIVE GROUND WATER AND COVER WITH 1/4' CORROSION RESISTANT WIRE MESH THE UNIT SHALL HAVE A CON'. EITON GU i i J' AT THE 3102.4.3. t' .. ' ' ,r. EARTH PRESSURE ASSUMED AT 60 PGP EGI JI''ALENT FLUID
5 PRESENT, CONTACT THIS OFFICE BEFORE FROG LONER END. INSTALL PER. ! � : • .: �,11J I=RS IN5TRUGTiG*t5, 5. CLEARANCE TO COMBUSTIBLE MATERIAL: X FROM PRE SURE FOR BASEMENT WALLS AND 30 PGF FCR
.� , AT CRAWL SPA,GE OPENINGS. FINISH AND FLARE' WELL Tc� i . ; ' tiCi F't_ PLANS. FIREPLACE SMOKE CHAMBER AND CHIMNE ;' YEELL5, 5" 'E
CANL.IEVER RETAINING W _5
AL.
.1 ' FOOTINGS SHALL EXTEND TO BE=LOW THE FROST GNI'_ �, VENTILATE ATTIC SPACES WITH CROSS VENTILATION
D SHALL BEAR GN UN DISTUR5EP. NATNE SOIL. EQUAL TO i /150"T�i OP THE ATTIC AREA(NET FREE). EXCEPT r •� - _ FROM FIREPLACE Ot NiN6 AND .Ot- tBU L, 5TiBLE MATERIAL , - . •
I DO NOT BACKFILL- UNTIL WALLS HAVE BEEN THE AREA MAY BE 1/SOOTH PROVIDED AT LAST 50% OF P. EMERr > . ": - . W 12' PF OPE:4:4 SHALE__ EOT PREEJE.GT MO EETrJ.AN a T1 r.. � Nc.EIK E T {
1 EQUATELY BRACED OR HAVE BEEN DE51G- -HID TO RESIST THE REQUIRED VENT AREA 15 3 FT. ABOVE EAVES WITH 50% • I. EVERY SLEEPING IOM >r`;�:" BASEMENT SHALL HAVE PER INCH OF CLEARANCE AGM OPE •LNG. ' `
TFRAL EARTH PRESSURE_. BAGKFILL, MATERIAL. SHALL BL AN EXIT DOOR TO TH EAR OR MINIMUM OF ONE
6. HEARTH EXTENSION SHALL 4' MINIMUM THICK NON - -MlNiMU
I CAF THE REQUIRED VENT AREA EAVES. N M COMPRESSIVE STRENGTH: 2500 Psi AT :25 DAYS '.
e; 1 LEAN, PE .MEABL.e AND FREE OF ORGANIC. MATERIALS. 3, •
PROVDE AN AGGESSIBL ATTiC. A CCESS P ANEL. 22 X WINDOW WH{GH MEETS TH F LLOWING f�, ' COMBUSTIBLE MATERIAL. HEAR : H EXTENSIONS SHALL . .
>rl�2UIREEEE IT'S: •
, 5 1/D � 30' MINIMUM WITH A CLEAR HEIGHT OF 30 ", INSULATE A M AXMU 1 SILL HEIGHT OF 44 MEET CLEAR OPEN N6 AREA EXTEND 16' FORM THE FRONT OF AND t3" BEYOND THE 5 1/2 c L
SACK CEMENT PER GU/YD, MAX. 6 GA, WATER PER
t y IEATTHER -SAP. OF 5. 5Q. FT .. MINIMUM CLE, . HEIGH' " , LT' 24 ", MINIMUM SIDE5 OF TI-1E FIREPLACE JPENING, IF THE OPETi1NG 15 SACK.
• 4. PROVIDE l8• X 24" CRAWL SPADE ACGE55 TO UNDER - I -V •` GREATE THAN 6 S. FT., THE HEARTH EXTENSION SHALL,. •
CLEAR YVlDTH OF 2 AND 4 ., . BE OPERABLE FORM THE MAXCMUM SLUMP 4 , MAXIMUM AGGREGATE SIZE
FLOOR AREAS. - INSIDE SPECIAL.TOC OR I' MOWUEDGE,, EXTEND 20' IN FRONT OF AND 12 BEYOND THE SiDES OF 1 -1/2-
• W
THE OPENING, HE ERTH EXTETi510N5 SHALL BE READILY RETAINING ALL: 2500 PSI AT 28 DAYS, 5 1/2 5AGK
• I a • SMOKE � •ETEGTO> �
r - DISTINGUISHABLE FROM SURROUNDING FLOOR, CEMENT E'ER CU/Y •
t • -- - - • -- ....... .0 ._ •
1, SMOK DETECTORS .SHAL E IN 3E PROVIDED EACH EXTERIOR WALKS AND SLABS TO BE .AIIt 516)•
' H, SAFETY GLAZING �G � i
R. 1. - TEMPERED SAFETY GLASS SHALL BE IN5TALLE7 M SLEEPING ROOM' AND SHALLS'�_ INSTALLED PER IN. ENERGY NOTES PE "SEC CONCRETE
HAZARDOUS LOCATIONS INCLUDING AREAS THAT ARE MATLUFAGTURI3i'3 R1rG'i>I 1 1EN :'•� T IONS MOUNTED ON T E r sEc FORGIi�C� STEEL . WINDOW AND DOOR
• GENE ALL POST FOOTINGS UNLESS NOTED AND 1. EXTERIOR JOINTS AROUND
CEILING WALL. CENTRALL* LOCATED IN THE CORRIDOR I
- - • DE 1" PLINTH°5 AT 51A85 OR 8" PUNTN5 AT P..XP05ED SUBJECT TO HUMAN IMPACT, GLAZING IN DOORS, GL AZING OR DIVING ACCESS TC .I :UGH SEPARATE SLEEPING F RAM -II✓5, OPENINGS BE TYVEEN WALL'S AND FOUNDAT10N5,
- TH (6" IF POST IS PRESSURE TREATED). PROVIDE 4" WITHIN A 24" ARC OF CLOSED DOOR, GLAZED AREAS > BETTWEEN WALLS AND ROOF, AND BETWEEN WALL PANELS; ASTM A -615 GRAPE 40
5Q. FT. WHEN 1.E55 THAN 18" ABOVE FLOOR OR YVALKIN6 AREA. IN STRUCTURES W1TI;; o10RE THAN ONE STORY OR OPIL{NG5 AT PENETRAT10N5 OF UTILITY 5i3?VIGES ' •
IN. FROM SILL. PLATES TO FINISHED GRADE. DAMP -PROOF WITH A BASEMENT. A SM C'.E.ttTEGTOR S HALL BE .
• = ASEMEENT FOUNDATION WALLS WITH 2 COATS ASPHALTIC SURFACE AD DESGRISF7 IN U B.G. X406. SAFETY INSTALLED ON EACH 5'''ERY `'�i;<. IN THE BASEMENT. IN TH ROUGH WALLS ROOF AND FLOORS; AND OTHER SUCH SRAM iNC� LUMBEi? �•
m ULSION U.N.O. GEARING 15 REQUIRED TO BE PERMANENTLY MARKED PER SPLIT LEVEL STRUGTI',•ZES, PPt� AIDE SMOKE DETECTORS ON OP C WI
ENINGS IN THE BUILDING ENVELOPE, INCLUDING ACESS (UNLESS CTNERSE NOTED ON FLAW •
USG 2406.2. UPPER LEVEL UNLE'aj5 SLEEPING ROOMS ARE LOCATED ON PANELS INTO UNHEATED SPACES, SHALL BE SEALED. .
LOWER LEVEL, TH'�N SMOKE T; EGTORS A R EQUIRED ON CAULKED, 6A5KETED OR WF- ATHER- STRIPPED TO LIMIT AiR PLATE R BTR(PT AND SILLS HF *2 O • • REINFORCING L ELECTRICAL 80TH tLVEi..S. /.LL 5MOICT: >:'rr C.TORS SHALL Be IWIBL.E LEAKAGE. WEATHERSTRIP EXTERIOR DOORS AND 1200R5 GONG)
▪ INSTALL. REiNFORGIN6 PER A.C.J. STANDARD PRACTICE. 1, ELECTRICAL CONTRACTOR SHALL. EVALUATE AND IN 51 EPPING ROOMS. ADJOINING UNHEATED SPEXTERIOR ACI =S. EX OPENINGS 5 HF "STUD GRADE"
•PiJG1E CORNER AND CONTINUOUS BARS WITH A MIN, OF 30 DETERMINE ADEOUAGY OF EXISTING AND PROPOSED EXPOSED TO WEATHER SHALL BE FLASHED IN SUCH A JOISTS AND RAFTERS HF *2
=AR DIAMETERS. MINIMUM BAR GONG COVER: EXPOSURE 2, SMOKE DETECTOR IN N1::EI c;,ONSTRUCTION SHALL BE
0 Y`IIrATHER 2", TO EARTH 3 TO OTHER 7 ". ELEGTRIGAL SERVICE AND PROVIDE REQUIRED CIRCUITS DIRECT WIRED TO BUILDING t•,... a WiTNUUT A DiSC.ONNEGT MANNER AS TO MAKE THEM WEATHERPROOF. ALL PO5 - S AND HEADERS DF *2
AND AMPERAGE PER N.E.G., STATE AND LOCAL ELER6Y PLASHING GOUNTERFLASHINND COPING WHEN OF SEAMS PF *1 '
• • THIN EMBED 2' ENDS. 80LTBOLTS ^MINIMUM OF T U.N.U., PLACE CODES, AND MANUFACTURER`S SPECIFICATIONS FOR SWITCH OTHER THAN FOR -4 &'. ALL O IT PROTECTION A N D • 1 „ iE AL Sh4 6 AND
BE NOT < 26 GA CORROSION RESISTANT &LJ -LAM BEAMS (SIMPLE SPAN) 24F-V3 .. i ‘ � •
THIN 12' OF ENDS, MUST HAVE BATTERY BACK -UP. ALL OTHERS MAY BE , C � , ` , �-
PROPOSED PRODUCTS, APPLIANCES AND EQUIPMENT. BATTERY OPERATED. METAL. . G_1J -LAM BEAMS(GANTILEVER) 24F -VS ,;,,)
NEW FOOTINGS SHALL NOT IMPOSE "UNDE5i6NF.D' SEPARATE PERMIT REQUIRED. 2. PROVIDE VAPOR BARRIERS AT HEATED SIDE OF DECK J P *
OISTS P.T. H2
OARS ON NEV OR. E> 15TIN6 BASEMENT OR RETAINING - INSULATED A55EMBLIES EXCEPT AT INSULATED WALLS WITH PECK BEAMS P.T. HF 1 '
' • J. M . HANIGA I a R, SECURITY W.P. WALL BOARD AND AT SHOWER CEILINGS. °° -
AR '. •
1. WARM A F URNACE OR GAS H.W. SHALL NOT BE 1. PROVIDE SECURITY AT Oki TRANCE ANC 6ARA6E 5 . PROVIDE 6 MIL, BLACK POLYETHYLENE &ROUND ETAL CON
, MNECTORS I •
DOORS WITH A MINIMUM 1/2"!,THROW DEAD BOLT WITH ' COVER AT CRAWL SPACES. LAP 12 MINIMUM AND LAP UP al �:�; ..
w *.,, ,-
I� , LUMBER AND' FRAMING INSTALLED UNDER STAIRS AND SHALL HAVE PROPER LOCKS OPERABLE TM �5F'EGIAL KNOWLEDGE OR FOUNDATION WALLS TO A HEIGHT OF ADJACENT EXTERIOR " :* '" '
1. FRAMING LUMBER: K.D. TO 1g% MOISTURE CONTENT, VENTS AND DIRECT OUTSIDE COMBUSTION AIR. ABLE Y r "SIMPSON BRAND OR AN IGBO EQUIVALENT
1 RDDED PER STD. GRADING RULIES PER W.C1 -1.D. OR • TOOLS " .
Z. GA;g APPLIANCES IN GARAGE SHALL Be ON A 1tS" HIGH GRADE.
PORT 0 34 " -6G, OP FLOOR 4. INSULATE FLOORS, WALLS AND ROOF PER PLAN. -rµ ?V
.P.A. A5 APrUGABLC. GRADE AND SPECIES PER PLATFORM. D- PROVIDE YIDPROVIDE 110N I ?
• TO HOUSE AT UNGLAZED ENTRY DOORS. 5. FACED INSULATION TO BE FACE STAPLED MASONRY ' ��
RAMIN6 PLANS, GENERAL NOTES AND DESIGN LOAD 3. AR DUCTS IETRATiN6 GARAGE T
HART", SEPARATION SHALL BE 26 GAUGE MINIMUM OR SHALL
3. PROVIDE SECURITY rOR ►'�JNDOW'E < 10' PROM FINISHED 6. INSULATE HOT NR DUCTS IN NON - HEATED SPACES P,tORTAR: -�pE 5, 1 PG, 1/2 LIME PUTTY, 4 SAND. STEEL:
SILL PLATES DECK SUB- STRUCTURES, POSTS AND HAVE? APPROVED DAMPERS. GRADE. PER TABLE 4 -1E, (R -4),
EAMS EXPOSED TO WEATHER AND ANY WOOD iN CONTACT 4. DUCTING SHALL MEET U.M.G. STANDARDS AND '7. INSULATE 24" OF PERIMETER OF SLABS AT HEATED 6R. 40 _.r --
TN CONCRETE SHALL BE PRESSURE TREATED WITH AN 5Y3T1ENEE, ARE TO BE BALANCED. CONTRACTOR SHALL 5. GARAGE 5EPERATION ROOMS WITH R -10 RIGID INSULATION. I' 1
• • - - OYED PRESQRYAT1VE. COLUMNS AND POSTS SHALL PROMO£ MEGHANIGAI._ DUCTING DIAGRAMS /SHOP 1. GARAGiw/DWIELLING SEET. RATION SHALL CONSIST OF D. INSULATE HOT WATER PIPES PER TABLE 4 -11. p ^rg
Ir TRAM® TO TRUE CND BEARING WITH ADEQUATE DRAWING'S, EQUIPMENT SIZING, HEAT LOSS CALCULATIONS PIRETAPED 5/6" GYVB, TYPE 'X" APPLIED TO ALL GARAGE 9, PROVIDE 2.5 G.P.M. FLOW RESTRIGTORS AT .
• CHOPS AT TOP AND BOTTOM TO AVOID UPLIFT AND AND MANUFACTURER'S DATA ON EQUIPMENT EFPIUENGY SURFACES ADJOINING DWEItLINGS LIVING. ATT1G AND SHOWERS. p I
I•I5PLACEHENT. PROVIDE LATERAL SUPPORT FOR BEAMS, FOR ARCHITE L- CTS REVIEW. CRAW SPACES U.N.O. ER 10. WATER HEATERS SHALL MEET VIM NAECA.
- S AND JOISTS PER UBC ?.3 R
06.? PROVIDE 5, BATHROOMS LAUNDRY ROOMS, KITCHENS AND SPA ' 2. GARAGE CEILING WITH LIVING SPACE ABOVE USING 11. ELECTRIC HW SHALL TANKS IN NON - HEATED SPACES SHA
a PORARY BRACING AS REQUIRED UN11L ALL PERMANENT ROOMS SHALL HAVE MECHANICAL EXHAUST N RIGID BCE OR = SHALL USE 2 LAYFRE 1/2" GWB TYPE "X". I BE P NIE LACED ON A NON - COMPRESSIBLE SURFACE AND T - � Hvt'itt
3. STRUCTURAL SUP? ORT�• FOR DWELLING SPACES, FLOOR INSULATED TO R -10.
• NN! EGTIONS AND STIFFENERS ARE INSTALLED. DUCTING TO EXTERIOR, WITH A BAGKDRAFT DAMPER,
PROVIDE A MINIMUM JOIST BEARING OF 1 1/2" ON CAPABLE OF 5 AIR CHANGES PER HOUR. SEE ENERGY WHEN iN THE GARAGE SHALL ALSO BE WRAPPED( 12. HVAG EQUIPMENT SHALL BE SIZEED TO A MiNIMUM OF
A • •D. 3" ON CONCRETE, AND INDOOR' AIR QUALITY NOTES FOR PAN VOLUME AND INGWDING WA1 1.-5, POSTS, BEAMS AND JOISTS IF 100% AND MAXIMUM OF 150% OF THE DE516N Rc�� LOAD / a CIS `E'F 1 C I j KW � Lq 1
• SONE RATING. SEPARATE PERMIT REQUIRED. SUPPORTING FLOOR ABOVE, (UNO). INSTALLING CONTRACTOR SHALL PROVIDE SIZING 4. AIR 12 IGTS PENETRATING THE SEPERATiON SHALL, Be • • AND HEAT LOSS GALC.S. JUN
N 2 ' 26 GAUGE OR HAVE AN APPROVED DAMPER. 13, RECESSED LIGH•fiNG SHALL BE TYPE 1G OR NON 1G 2o 02 SHEET
•• /I 5. DOORS FROM GARAGE TO DiAIFt I .IN& SHALL BE 1- INSIDE AIR -TIGHT ASSEMBLY (1/2" GWB BOX), P ERMt7 C EM T
14. EXTEND WI ND BAFFLES TO A POINT 12" VERTICALLY R �"
< 8/$ SOLID co, RE 'TIGHT PItTIV6 AMU SELF-CLOSING.] Ir
• ABOVE THE TOP OF INSULATION. ( 4 / si I , , - , r . ,
-... -_ �_
- - �.. ,- - -- ....rte. ...:_ ..._._....� � __._.- .___..... . . _ _..
i 4 . 6, . s
. ■ ,k,
* • -
25484 1W7 UNIFORM COW
a o
,�+hBBR.L'V1 3(9 - TABLE I l
- - 10'NS /6EN CONSTRUCTION, RIJGTION, � ,��
4. . A.B. ANCHOR BOLT P4CL. INCLUDE - 7I►s�F 2i•i•8- 1- •�llul�lO RULE
• ,ABV I�30VE R°IT �iOR
• ,ir. - L
T ALTERNATE LAM NMM C7 AT 1. Joist to m1 ar girdm, fowl
BD. _ SCARP L04 UNem 2, Bodging to joist. towed saes o■/ 2�1
HLK'b BLOGKSPi6 1 '7
•
I - MAX MAXIMUM 3. 1' x 6' (25 leers x S2 sera) =brim or lase to each jam lone sal - 2-lid �..., �.••^ ---~'
• BM BEAM than MB. MAGHINC DOLT • 4. wider tt Y x 6' 25 ma x 132 w) miaow to each joist. Les sad 3-id . -
' • . CAN G,JVd lL VD! ? MINIMUM S . 2' ( 51 mm) suhfioor o joist or &der• blind asd bee ems • I 2 -161 •
G .8. �u+
CRRLA6E BOLT INC% INCLUDE 6, Sob plats to foist or utoc ir-4, typical face seal • : • i6d sit IC (406 sere) c.c. !f //
- GD R GZ`DAR NT5 NOT TO S CAL E • Sole plate m Joist or backing, at braced wall panels '~ 3-16d par Jr (406 ass) 0 ‘r - r
e... GPJLIN6 .i0 S OA. . 7. ?op plate to stud, end sail 2 -16d . ...r r , y ( it (/�
• GL CE NTER LINE 0.C. ON CENTER 8- stud to sole piste 4-8d, toenail or 2 - 16d, sod nail t�....►
• CUR. Gj,EAR O.H. OViSRHA>`l6 9. Double studs, lace sail - ' 16d at 24' (610 sere) o.c t
OM COMMON O58 OR1154TL`D STRAND BOARD i6 d at 16' (406 torn)} o.c 1 t 1�
t ; COMMON t •1 r t • C .
GO MP05maf4 - PB.O. PROVi BY O * 1a D ouble d top l late,, p p has Heil t ( 8.16d a
• COMP top pieta, l, splice V
I GONG CONCRETE PL PLATE 11. Blocking between joists nr rafters to sop plats, toenail
C
p1
T CONTINUOUS P.T. TREATED -
• D.S. DEADBOLT R R15ER 12. Rim joist to Loma Id s 6' (152 mom) o.e. p kt ie- 1
d PENNY FYI PL.7Y`i00D 13 To p late:, laps and mtersectiona, fees and 2-16d
D8DM.. . DOUBLE RELrOG RELOCATE 14. Continuo= head 1 at pieces ' 16d 16' (406 nun) o c. along each edge t o ((
DIAM DIAMETER REQ•D REQUIRED 15. Ceiling joists to plate, toenail 343d -
• E.E. E.f+Gi4 8•lD R t5 ROD AND SH EL!=
16. Continuous header to stud, toenail 4-Ild
MS. . EACH SIDS' R.O. ROUGH OPENING 17. Ceiling joists, lap over partitions. Los nail 3-t6d - `
E Y*4. FJAGH YYAY R.S. G
ROUH °.�'AINN 18- Ceiling joists to parallel rafters, Loa nail 3-lbd -.-� - - Y �,,,
�
EX e45T1N6 S.G. sOUD GORE 19. Rafter to plate, toenail 3-8d i " J . -- `
E� r • EXPOSED SHT SHEET is - _ -_..� . -
• - - F..XT' EXTERIOR SH *HELP EL P Z0. 1 ( 25 ram brace to each stud and plate, 1e, face nail �. 2-8d , t _ ...
•
2L I" x 8' (25 mm x 203 mm) sheathin` or less to each bearing Lux nail 2 - 8 d - _ ' °'" 1 FIN FINISH S KY SKY!- I6HT ' • ---
• P,6. P15F.R6h.A...3 SLD6 SU17tN6 • 2Z wider than 1" x 8" (25 mm x 203 nun) sheathing to each bearing, face nail 3-8d I
--s /! ▪ P ..I. P`LOOR .lDlST Sk 4 5H� or 23. Built -up cner studs 16d at 24 ta (6I0 m) o c. a __ - .� )( ! • P.F.1.. FINISHED FLOOR LJNE T TREAD 24. Built-up girder and beams 201 at 3r (813 mm) o.c. s: lop and bottom and staggered 2 -20d st ends an at each spiice , .
- PO FACE OF STUD T-•( *) • TiE DOYEN ( *) • 25. 2' (51 min) planks - 2 -16d at each beams 4/ r '+2 f ? ' II
•
rii. F
' /
IREPLA•GL T. S. TOYVF.L BAR 26. wood structural passes and ,� 1
• PT6 FOOTING T.PL.. TOP PLATE Subtloor and wall sheathing (to framing): ,
1 / 2 (12.7 nun) and less 1. . - 60 (L 3/4/
bL8 GW-i.J\A't BEAM TYP 'TYPICAL 19/3"}/4. (15 mm-19 nun) 8e4 or Gds I h‘ / .
• 6L 6 LA55/6LAZIN 6 Tt6 TONGUE AND *GROOVE • 7 / -1 (22 min mm) 8d /
6R GRADE UNFIN. • UNFINISHED 1 /S =1 (29 nun - mm) 10d or 8d' -
•6YHB GYPSUM "Au:Bo/4e U.N.O. UNLESS NC TE OT NISE Combination subfloor-underisp (to framing): ?, It ��„
HD 1401-120P114 V.8. VAPOR BARRIER 3 /s (19 mm) and less • ! 6ds 2 / 2 , ' / • /a" -1" (ZZ mm -25 turn) • gds - "� l �J
DR HEADER V.6. VFRT)GAL. 6RAit4 + r 8 ►1 ix /f + I
H I i - ii/ 29 mm -32 mot 10ds od' . -� 1
/e 4 ( ) v
HR HANDRAIL YYD .104000 = -
. HOT... HEIGHT MI-I. I^1ROU6HT IRON 27. Panel siding (to framing)': / r -
14.L. HEAT LAMP • • WP. !MATER. PROOF' s /a 16 mm) or less t ' ; �'1 t►��
HIM HOT YNATER - ! �` ; i so
28. Fiberboard sheathing: s {� G ^� : / " , ' / "
• 12 (12.7 mm) Ne. 11p. ! �p,�
• - No. l6 g e .r - p -1 15 � - /� � s
0 25 mm No. 11 ga.t . . ) - t
• N a 16 gas 1 � y .
y
- 29. Interior paneling ''j . . . t/4" ( 6.4 mm) .` 4d10 ` ....-
1
•
t w he sled f rr
•
Common or box nails me be used except here of rwtse st z� g
• 'Nails spaced at 6 Inches (152 mm) on center at edges, 12 inches (3[13 elm) at intermediate �;pp2rts except 6 Inches ((132 mot) a t all w�pons w spans a 7
��
, 48 inches (1219 min) or more. For nailing of wood structural panel and particleboard dispi . and shear wails, refer m Sections 23 13.3. 3 and 2315.4. Nails r l4
for wall sheathing may be common, box or lasing. . F
" I I
• , • 'Common or deformed shank : i �"--'-" tai 4 '
• , Common. 0 1 �
• 'Def ormed •
shank. 1
• 6 Corrosion- resistant siding or casing nails conforming to the requirements of Section 2304'. �. . t
?Fasteners spaced 3 inches (76 mm) on center at exterior edges and 6 inches (152 mm) on center at intermediate supports. rv... •
!Corrosion- resistant rooting nails with 7 /16 -inch- diameter (11 mm) head and t 1 /rinch (38 mm) length for 1 /2 -inch (12 mm) sheathing and I /4 -inch (44 mm )
length for 25 /3rinch (20 mm) sheathin conformin to the requirements of Section 2304.3'
• 9 Corrosion- resistant sta wit nominal /16 - inch (11 mm) crown and 1 i/8 -inch (29 mm) le ; nth for 1 /2 -inch (12.7 mm) sheathing and I i/2-inch (38 mm) length '(. t
• for 25 /n -inch (20 mm) sheathing conforming to the requirements of Section 23043. '° .1
J'tB I N5/ELEGTRIGAL/MEGHANIGAL./ l oPanel supports at 16 inches (406 mm) (20 m
inches (508 m) if strength axis in the long direr of the panel, unless ot marked). Cuing or finish nail L'
J- }GHT1NG
• spaced 6 inches (152 m on panel edges, 12 inches (305 mm) at intermediate supports. e
11 Panel supports at 24 inches (610 mm). Casing or finish na spaced 6 inches (152 mm) on panel e dges, 12 Inches (303 mm) at Intermediate supports. ' T , ,
g r 7ya"'
, .
. E�4 ELECTRIC SERVICE METER 6PIG 6ROUND FAULT INTERRUPT GIRcurr ; • ti ' ` or `. - - ; - _ F L ti_ f `� y f ` , { t 4
ESP ELECTRIC SERVICE PANEL SD SMOKE' DETECTOR . t,
,. � -. -. __ 1 • U.6. UNDE526ROUND P`t.S.L WATER SERVICE UNE° • • • •
} •
e MI•i ei..LGTRIG "Au. HEATER H.8. HOSE 5ISB •
ESB ELECTRIC BASEBOARD G .O. G LEAN OUT
L.P.O. LOCATE PER OMER. C.A.R. GOLD AIR RETURN
i •
VTO VENT TO OUTSIDE S
CFM GUBIG FEET PER MINUTE )
• \ • ,
• - ELECTRICAL/ M G HANIGAL/ LIGHTING SYMBOLS
I +1 SWITCH ELEGTRIG PANEL SURFACE U6HT ( ` f
. :' 3 S NAY SWITCH .1.L. ELECTRIC MI~TTm '•�••( i?.. WALL MNT. U8HT
° i
4°' DIMMER SWITCH SMOKE. 'x►` RZG>E55ED U6HT ice .. . - r F
4, TIMER. Sfr TGH EXHAUST FAN CHANDELIER ,.� 1 '',
, �.-e r r ... - •
DUPLEX OUTLET 1"e• GABLE ..IAGK FLUOR E3CETIT
.
HALE S 1 - rGHED l.'J ( POORE ELL%GNIME • TRACK U6HT ' • ...e.
SPEC. Al"P'I.IANGC PHONE JACK PULL GHA1N LIGHT • • .
•
r� ' ( \ r 1
0 PLOOR ovnzr I THE=RMOSTAT • l E 6AS METER � ,
,,,,qq�� DATE
BE Z2Dv OVT ET' HEAT REGISTER 0 FLOOR DRAIN i • • ‘.
. .
r4ATraRF'Rr OUTLET t.Lx. BASE 50 ,.....40 HOSE 8188 OC4 . l H .. 1 tt C� •
• �i W IC OUT LET . .. • , S •
• I+ ••
T op Ti KW�
• • 1c.. ' SHEET
A �� t
• 4 2Dp2 t
. •
•
e. • - pFRMii % ANT
1`t. ie
5 .......J �. �i ; • . . . 41 .
. .
. . • . . . .
• .
. .
r I .
. . . • __ ,
foundation plan
floor ties holddowns
interior shear wall truss centered on wall
trusses offset from wall
first floor plan second floor plan
second floor framing roof framing plan
DOOR MANUFACTURER
PROPOSED ASSEMBLIES
i AREA
CEILINGS W /ATTIC CE!LiN6S YALLTED (R-30) �� .J
OF FLOOR AREA (U = , ;)
WALLS DOORS ( R -2.5)
SLAB ON GRADE (R -10) RIGiD
CHAPTER 5 COMPONENT PERFORMANCE NCE APPROACH
R CJENT'.AL OCCUPANCY/ OMB FUELS
HEATED FLOOR AREA: 164141
GROSS AREA:
2089
ROUP R OCCUPANCY TARGET UA
TARGET ASSEMBLES
PROPOSED ASSEMBLIES
i AREA
FLOORS CEILINGS W /ATTIC 7 : _ - ■
1 .056
.034
1,04o
, 3114
CE!LiN6S YALLTED (R-30) �� .J
GLAZ1•c 15 % OF FLOOR AREA (U = , ;)
.650
240.8
1565
WALLS 4- C 4 ' U. • ST ' 1 ' # ' •
.062
1811
112.3
DOORS ( R -2.5)
.400
3'7.'75 15.1
SLAB ON GRADE (R -10) RIGiD
340
.082
. 178
2.0 ft. BELOW GRADE INTERIOR WALL (R -) 16
.043
.088
1643
SLAB (R -10) F=
,.6(10
.O41
75
3.5 ft. BELOW GRADE INT=ERIOR WALL N -11.
SLAB R-10 P=
.54J
15.18
'7.0 ft. BELOW GRADE INTERIOR WALL (R- 11.)14
'031
.0 4
Wood 1 3/8 5G
SLAB (R -10) F=
.5'70
17.8
318.44
TARGET TOTAL.
;GROUP R OCGUPANY PROPOSED UA
PROPOSED ASSEMBLIES
"U" AREA I U X A
FLOORS (R -19)
041
.036
„ •
.
FLAT CEILINGS W/ ATTiC (R -50)
FLAT CEILINGS W/ ATTIC, (R -58)
.051
0
32..24
SCISSOR TRUSS 4/12 P' i (R -30)
.043
.039
.516
5/12 PITCH CH (R -30) 1
4/1 PITCH (R -38) .040
;
F/12 PITCH (R -38) .055
Double AAMA tested
CEILINGS VAULTE..7 (24" OG) 2 X 12 VENTED (R -30)
.033
••0440-
+
230 •
_
118.?
GLAZING •
2 X 4 WALLS STANDARD = LAPPED WOOL? I
.082
. 178
14.6
2 X 4 WALLS STANDARD 42,40 T1 -11 121 -tom )
.088
1643
144_
DOORS . '-. •
75
10.72
SLAB ON GRADE (R-1.2) RIGID NI 713
.54J
15.18
2.0 ft. BELOW GRACE INTERIOR 0A
.0 4
Wood 1 3/8 5G
SLAB (R -10) 'NJ TB F=
.bOO
17.8
318.44
5.5 ft. BELL W GRADE INTERIOR %TALL iligadtiP4 1i
.058
.1410
8./4
SLAB (R -10) W/ TB F=
.570
fnsul. metal w!'TB
1.0 ft..I5ELOW GRADE INTERIOR •)134
.050
" SLAB (R-10) VW TB F= 1 .420
G. Roof /Ceiling
insulation
PROPoSEI? TOTAL
TOTAL TARGET UA
TOTAL PROPOSED UA
363
EQUIPMENT SIZING F
Building Component
Description •
U or F
Heat Loss
Component
Heat lost
Value
Factor
Footage
in 5TUH
A. "Indow,5kytite
Double AAMA tested
.516
23.74
.230.0
64541.28
Sliding 1 Swinging
Double AAMA tested
.375
11.25
Blass Door
B. Opaque Door
Wood 1 5/4 w /panels
„5'7C
28.22
.
Wood 1 3/4 5C
.330
15.18
Wood 1 3/8 5G
.390
11.94
17.8
318.44
Insul. metal w/TB
.1410
8./4
•20.0
114.80
fnsul. metal w!'TB
.142
6.53
G. Roof /Ceiling
insulation
R-30
R -38
.036
.031
1.66
1.43
1,044
1/24.0.4
D. ►Mail Insulation
R -11, wood studs
.032
3,-
178.0
671.42
move t below grade
R -?`f, wood studs
.038
4,05
1643.0
6650.86
R- 21,wood studs
.C57
2,62
E. Floor Over Unheated
R -19
.041
1.89
4150.0
. 1191.10
Space Insulation
R -30
.029
1.33
F. Slab On Grade Floor
R -10
7440
24.84
•
Perimeter insulation
6. Basement Floor
None
.032
1.4/
H. Infiltration
Rost 1980
.018x.6 ACH
0.50
12704.0 6352.00
Design Heating Load
z:3tI449
' DHL+(heated floor area) 1605
14.33
Minimum Required Equipment SIze a DHL x 1.0
� .- Maximum Required Equipment Sizes DHL �c 2
:1t 1449
4 83.3 9
Proposed Equipment Size (Output)
.25000.00
•
• RECEIV
CITY pF !UKWiI
JUN 242002
PERMir cENref
i 4 1 &err
DATE
.,
first floor electrical mechanical second floor
slab on grade
foundation at grade change at garage door
fireplace framing
reinforcement schedule
NW 1/4, SECTION 10 T23N R4E Y.M. s s s ,
r t , ti h
GENERAL CONSTRUCTIQj� NOTES CONTRUCTION SE LIEN " mo t ' -
ALL. WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION 1) ATTEND PRE - CONSTRUCTION MEETING. I, - _ - e t ; a • , . 3
STANDARDS (1996) AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (1998).
•
. . •- - ,�.� , -�� �.
2) FLAG OR FENCE CLEARING UMITS AND INSTALL FILLER FABRIC OVER EXISTING CATCH BASINS.
2. ALL WORK SHALL CONFORM TO THESE DRAWINGS ANC THE RULES AND REGULATIONS OF THE 'WASHINGTON STATE _
DEPARTMENT OF TRANSPORTATION (WSDOT /APWA) STANDARD SPECIFICATIONS FOR ROAD BRIDGE AND MUNICIPAL NI IP CONSTRUCTION t ` ' • r r : _ ? g
U C AL 3 ) GRADE AND INSTALL CONS UCTION ENTRANCE f : �! : , ,.... + Q : + �
CONSTRUCTION" LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF TUKWLA INFRASTRUCTURE . �. t . _
DESIGN AND CONSTRUCTION STANDARDS. 4) INSTALL PERIMETER PROTECTION (SILT FENCES. ETC.) ILL `� : , " ti . - �` �. tom` ,744-1. - . iii
3. THE CON TR AC �g N " : NT FrrOM' ", = c "K "- `i
TO R IS REQUIRED TO HAVE A COPY OF CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION 5) CLEAR FOR AND INSTALL SEDIMENT TRAPS IF NECESSARY. �� 7.� - r f � ,t lrl � �,� ' X
STANDARDS AVAILABLE AT THE JOB SITE ALONG WITH A COP" OF THE APPROVED DEVELOPMENT PLANS. - } O . ,,,
6) CLEAR, ROUGH GRADE, STABILIZE SITE AND CONSTRUCT BUILDING. � ''• f '� ` --i
4. A PRE - CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION s� i„ 46 •
PROJECTS. 7) INSTALL SANITARY SIDE SEWER. -7.1A �- • • _► I , - '
CTFj�
5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR VICINITY MAP
UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. 8) INSTALL STORM DRAINS AND INFILTRATION SYSTEM. Cr" Ai c. •ti =q yiy_cc
PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALF ONE - CALL 1 -800- 424 -5555 FOR UTILITY LOCATIONS 9) INSTALL FILTER = ABRIC OVER ALL CATCH BASIN GRATES.
(WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION).
10) MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH TUKWILA CITY STANDARDS. 3
6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR
IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS 11) COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR (.) w r
AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, PLASTIC SHEETING, OR EQUIVALENT. These plans have been reviewed by the Public Z Z = op
kr)
7. Works Department for cr with curren C" (p
TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE 12) INSTALL WATER MAINS AND UNDERGROUND UTILITIES. city standard. Acceptance is subject to errors an W < < I
M
RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE omissions wl c� d� not authorize violations of 3 ( 4."'
I Y OF TUKWILA. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND adopted standards or ordinances. The responsibility O 0.1 i PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 13) COMPLETE FINAL GRADING AND PAVING OF DRIVEWAYS. `c: Tile adequacy of the design rests totally with the I - t.Li
=x-
o Additions, deletions or revisions to these .►-
8. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORM WATER RUNOFF BY USING 14) STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. drawings after this date will void this acceptance < I - 0
TEMPORARY OR PERMANENT DRAINAGE EROSION /SILTATION CONTROL PROCEDURES. O w • r%
and a:il require a resubmittal of revised drawings
15) HYDROSEED (OR EQUAL) ALL DISTURBED OR CLEARED SOILS TO REMAIN UNWORKED FOR MORE THAN 3U for subsequent approval. 1 N
Cti
9. ;T SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL DAYS. ,
UNDERGROUND UTILITIES.
F nal acceptance is subject to field inspection by 'r
16) CLEAN OUT STORM DRAINAGE SYSTEM. he Public Forks utilities inspector.
3
1 .
10. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES 12" OUT
Date: By
FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT 17) UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE ALL ESC FACILITIES By 8/2, a�
EMULSION (CSS -1). (BMP's) ONLY WHEN ENTIRE SITE IS STABILIZED.
11. TIME LIMIT RESTRICTIONS WITHIN EXISTING RIGHTS -OF -WAY WILL BE APPLICABLE AND DETERMINED AT THE
PRE- CONSTRUCTION MEETING.
12. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY GRADING AND EROSION CONTROL NOTES
CONSTRUCTION, PER THE CITY'S STANDARD DETAIL N3. RS -14. o
13, POWER. CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER 1 WITHIN THE CITY OF TUKWILA, ALL REQUIRED RETENTION OR DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED 6 vi vi
UTILITIES (SEWER, WATER, STORM) OF FIVE FEET (5'), UNLESS OTHERWISE APPROVED BY THE CITY OF TUKWILA. AND IN OPERATION, PRIOR TO LAND CLEARING AND /OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM I-
DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. Fy-� Q
i 14. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACIL TIES SHALL BE DONE UNDER THE DIRECTION OF A c < <
WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 2. THE DETENTION, SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED
DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL ce Ir x
15. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS Z � '
CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY; TO REMOVE TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 1■1
MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY.
4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS
16. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. P4 1
DRAWINGS" REQUIREMENT.
A I
5. ALL AREAS OF ACTIVE EARTHWORK, WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERLY AND
17. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE DRAINAGE WAYS, MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE:
14 INCHES (14 ") WITHOUT ADDING NEW SECTIONS. W
FROM APRIL 1 TU SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS, I
18 ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED AFTER SHALL BE STABILIZED WITHIN 10 DAYS. ■
ASPHALT PAVING, AND CONFORM TO THE CITY'S STANDARD ADJUSTMENT DETAILS. ALL UTILITY CASTINGS OUTSIDE OF PAVED FROM OCTOBER 1 TO MARCH 31 EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS cf I I N
AREAS SHALL BE INSTALLED WITH A CONCRETE COLLAR AROUND THEM. WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS o O p o 19. PVC MANHOLE ADAPTERS OR APPROVED EQUAL SHALL BE USED TO MAKE ALL CONNECTIONS OF SDR 21 OR 35 PVC PIPE OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. N cNi
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TO MANHOLES OR CATCH BASINS. o 0 o
20. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12' -6" FOR SDR 21 OR 35 PIPE. SANITARY SIDE SEWER CONSTRUCTION NOTES Z Z Z Z
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1 THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2 X 4, FOUR FEET
21. BEDDING, BACKFILL AND CONSTRUCTION PROCEDURES FOR ALL STORM DRAIN PIPES SHALL BE IN ACCORDANCE WITH THE (4') LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (3'). THE LOWER END SHALL HAVE A 2 X 4 CLEAT NAILED TO IT TO PREVENT Cr EL :
CITY OF TUKWILA STANDARD DETAIL NO. DS -11. AND DS -12. WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (1') SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL
22. BEDDING, BACKFILL AND CONSTRUCTION PROCEDURES FOR ALL SANITARY SEWER PIPES SHALL BE IN ACCORDANCE WITH BE INDICATED IN BLACK PAINT ON THE 2 X 4. ��
THE CITY OF TUKWILA STANDARD DETAIL NO SS -11, U
2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF TUKWLA PRIOR TO CONSTRUCTION. Z
23. ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE BANK RUN GRAVEL, FOR TRENCH BACKFILL PER WSDOT 3. THE SANITARY SIDE SEWER SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF TUKWILA INFRASTRUCTURE DESIGN CONSTRUCTION C� ~ ti
STANDARD SPECIFICATIONS SECTION 9- 03.14. STANDARDS DRAWING NO. SS -1. THE CITY OF TUKWILA SHALL DO ALL CONNECTIONS TO EXISTING SEWER MAIN WITH NEW TEES. THE CONTRACTOR Z ^ 0
CO
SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, BACKFILL AND PAVEMENT RESTORATION. 0=
24. PIPE TRENCH BACKFILL MATERIAL WITHIN THE IMPROVED RIGHT -OF -WAY SHALL BE 5/8 INCH MINUS CRUSHED ROCK WHEN C�
CONNECTION IS PERPENDICULAR TO THE CITY STREET, AS PER CITY OF TUKWILA STANDARD DETAIL RS -3. WATER SERVICE CONSTRUCTION NOTES W Z 4t O
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25. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED PLANS. ANY CHANGES FROM * iA
THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY OF TUKWILA. 1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE CONNECTION PERMITS FROM THE CITY OF TUKWILA PRIOR TO CONSTRUCTION. Z IA co
2. INSTALLATION OF CORPORATE STOPS, WATER SERVICE, LINES AND METERS SHALL BE PER CITY OF TUKWILA INFRASTRUCTURE DESIGN AND Z Z p ► j
CONSTRUCTION STANDARDS DRAWING NO. WS -18 AND SERVICES SHALL BE A MINIMUM 3/4 INCH. THE CITY OF TUKWILA WILL INSTALL THE METERS. (n p; A 1
3. ALL VALVE BOXES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN p
ACCORDANCE WITH THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS DRAWING NO. WS -13 OR WS -14. CITYOFTUKWILA e
JUN 2 4 2002 '44
PERMIT CENTER .4 f j
LEGAL DESCRIPTION: EARTHWORK ESTIMATE SHEET INDEX i . = 1
1111���� fff
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LOTS 3, 4 AND 5, BLOCK 2, HILLMANS MEADOW GARDENS ADDITION DIVISION #1, CUT 30 CU. YDS PER LOT SHEET 1 SPECIFICATIONS
ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 63,
RECORDS OF KING COUNTY, WASHINGTON. PROJECT NUMBER
FILL 30 CU YDS PER LOT SHEET 2 EROSION & SEDIMENTATION CONTROL PLAN 02 - 005
SHEET 3 GRADING & DRAINAGE PLAN
b O �__ \ SHEET 1 OF 3
....y.r,T.IMe ... .}MV'r1{•ib'.`L... ,,,. mvp+n . .. *,. !k. .vA. , , . .- ¢ ..
$ 4
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: ,A-,46,',,-1V *'' '•"•:.f • 42. , I , .,'. -. 40-0 -,. - ,,, • ., • , .
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NW 1/4, SECTION 10, T23N, R4E, W.M. ... g
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not, FABRIC RIAL 3/3 WI *IDE ROLLS.
in 1r .....-C us( srApus on aim modes To ATTACH FABIC TO IIIIRE.
1/43 JOINTS IN FILTER F ARM 94AL._ BE SPLICED AT POSTS
. ,
. GRAPHIC SCALE
2-...2- BY 14 GA. ME
X : I c X .- FABRIC OR EQUIVALENT .. '. i
. FILTER FABRIC r,
ELEVATION DATUM: ASSUMED • I MAMPIAL - " ii
I •
' ,4 . 1,.. - . .r.
G _
BENCH MARK: CATCH BASIN GRATE ( DI M •.:.ET ) • : 1 : .. i ••. :.:. : •: ?..:.•.::.•..: :::
:: I i 2 . BY 1 4 GA_ *I RE
FABRIC CR EQUW 1 .4_
,
IN I I
Iii,.;) 76 ,‘ , .. 4 "..,' - ? --
EAST OF LOT 42, ELEV.=114.00 1 loch ... 10 ft_ :::::•:0 4`X *;
.•:•:•:4•:•:•:•: 24 STANDARD - IAIN FABRIC IS USESTRENGTI D ll 24- -# -
MIN
11.11.••••■ % **** VAN - -
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-9...........86. 36 • . ,
, :-. - -, • ..
361A■N
exe MIN. TRENCH. .:•::; ' i:.! 'f4.
_ _ • ar _ _ , . dol• J.. -
EXISTING WATER METER - ..
[ BOTTOM OF _F , - ILTER BACKFILL TRENCH MTH •:','„ .
•••••
NATIVE SOIL OR ...'
TO REMAIN I MATERIAL IN 4 .4 TRENCH 3/4" WASHED ROCX • ••01
' • . 1..._ . .
.
I -1•• 12 I
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EXISTING CATCH BASIN EXISTING 12 D.I. 6* MAX_ ---4. •
j • MIN -.
VANED GRATE: 114.00 -- 1 STORM DRAIN 1 _ , 4I
i 4-1
1 FLOWING NORTH ,
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T 2x4 WO O D ira FEN
, sSTANDARDa POSTS OR
,2k:.1.4- STEEL FENPOScET---/
IE(12 DI): 111 .50 - POSTS
INSTALL FILTER FABRIC OVER
\ I 4 EXISTING WATER MA
I / n IN
CATCH BASIN OPENING __
_E. ' NOTES:
.-=1
3
- - - in • 0 i -,-. -. - - - A. THE FILTER FABRIC SHA..1. BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH HE BARRIER TO AVOID to
Cc a I USE OF JOINTS. EN JOINTS ARE NECESSARY. FILTER CLOTH SHALL BE SPLICED THER ONLY AT A SUPPORT (.3 W It r,
.
V
-- 0 w W W W v W „„,_____I 1 i POST, wI TI-4 A mite/UM 6 INCH OVERLAP, AND BOTH ENDS SECURELY ASTENED TO HE POST. Z D '- GO
p', F '4' W w W z co LO
B. THE FILTER IC FENCE SHALL BE INSTALLED TO FOLLOW THF CONTOURS WHERE FEASIBLE). 'TEE rI.NCE POSTS
q_<'' vi 0 LO
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SHALL BE SPACED A m)0
A1Aum OF 6 FEET APART AND DRIVEN SECURELY INTO NE rPOUND NiNILItiM OF 12 INCHES).
43RD AVENUE S C. YADOD A TRENCH SHAL. BE EXCAVATED. ROUGHLY 4 INCH ALLOW THE FILTER FABRIC TO BE BURIED. ES *OE AND 4 INCHES DEEP. oRSLOPE AND ADJACENT TO NE
POSTS TO
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48" TRUCK SEWER D. WHEN GTH ALTER FABRIC IS USED, A *ARE MESH SO.oHOT FENCE SHALL BE FASTENED SECURELY X
,--- - 0, - ..--..
1 TO THE uPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY %SIRE STAPLES AT `..EAST 1 INCH LONG, TIE WIRES OR HOG Y it CD
RINGS. NE MK SHALL EXTEND INTO THE TRENCH A IAINDA0).3 OF 4 INCHES AND SHALL NOT EXTEND MORE THAN < I '- 0
.
et 36 INCHES ABOVE NE ORIGINAL GROUND SURFACE. . N
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E. THE STANDARD STRENGTH FILTUZ FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE. AND 12 INCHES OF THE '-' .- (/)
FABRIC SHALL BE EXTENDED :NM NE TRENCK NE FABRIC L NO' EXTEND MORE THAN 36 INCHES ABOVE THE CO v
II EXISTING I ,c, °''- GROUND SIJRF.t.Ci ALTER FABRIC SHALL NOT BE STAPUM TO EXISTING TREES. ,r-
.. - .1
f !I SANITARY SEWER
' ki: . '-- ---1 ' 3 , - i :1 , : I ::‘ ' 4.v N F. WHEN EXTRA-STRENG ALTER FABRIC AND U.OSEP POST SPACING ARE USED, THE *IRE MESH SUPPORT FINCE MAY .. ,
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BE EUMINATED. IN SUCH A CASE, NE FILTER FABRIC IS STAPLED OR VARED DIRECTLY TO THE POSTS *Ani AU_ .
3 G G -----7- C L • r.. 0 r \
0
,___...__, C., 0 _
0 TH
_, G (.3 G G OTHER PROVISIONS OF STANDARD NOTE E APPLYING
0 ..... _. § •
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ix __, ,,.._ ;.) ..) - 0 0 G. NE TRENCH SHALL BE BACKFILLED WIN NAME SOIL OR 3/4' - 1.5 WASHED ROCK O. .
C -' 0 '-' '-' - 0 NC Ci ,' il; . 0 -9 0 ,\-
0 0 0 0 .
--, c - . (_-_-, - 'H.
1 FILTER FABRIC FENCES SHALL BE REIAOVED WHEN THEY HAVE SERVED 'THEIR uSEFUL PURPOSE, RUT NOT BEFORE THE
ro) ,[ ,....- 0 r -__' 0 _.,
.__, 0 _ 0 0
I
UPSLOPE AREA HAS BEEN PERMANENTLY STABLIZED.
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EXISTING I, C 0 - 0 - ..„ 0 ,_.. .2 0 (--->`-' (L, , 0 _ 0 0 ,1 0 0 I. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY FTER EACH RAINFALL AND AT LEAST DAILY DURING '
GAS LINE 1 L. C : - 'r _,, C
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(.) ?,. / CE
PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATEL
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I 0 ' ' C. ' . G L ) \ ' - - - 1 _ h. J. MAINTENANCE: ANY DAMAGED OR CLOGGED FENCE SHAL- BE REPAIRED/REPLACED IMIAEDIATELY SEDIMENT MUST BE 8 I-- 8
I I _ 0 .,_.-c _ C 2 ...:\ lat tl, - . c;_kt
,.., REMOVED WHEN NE SEDIMENT DEPTH IS 6 INCHES OR GREATER. IF CONCENTRATED 7 1.0'•••■S ARF EVIDENT UPHILL t I .! / /
'
THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND
r
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* , i's, --" .°, D DETAIL
`,' 0 c, (7, s 1 a SILT FENCE DETAIL
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) - -= -7- -.. -- 1* ,. - 4 • I --- NOT TO SCALE
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CLEARING LIMIT IS THE 1
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INSTALL TEMPORARY SILT FENCE
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PROPERTY LINE ----: .
i .i I * ill (PER DETAIL) AS NECESSARY . ■) ) 4
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EROSION AND SEDIMENT CONTROL NOTES -,.....,. „------
1 ..„ _-'----- _ 7 ..._._ _ ____1 :=-„,,, _:_.
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, )4 INSTALL TEMPORARY CONSTRUCTION ENTRANCE ---'.
1. The implementation of these ESC plans and the construction, . i
.
1 , i . PER DETAIL _....,._
..
i ...- '''
..-"--"----
maintenance, replacement, and upgrading of these ESC facilities is „ : ,_. __.f..i , _
.
, , .
..._, . _ ..
_ - •
, .
, 4 7 r. 114.1 LI I , I W
the responsibility of the applicant until all construction is approved 4 G
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and the site stabilized. . ; R4c-,E ! CA A GE 1 ON 1
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p•s ' .' '
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;-- F:-77r- s...i=..: [2, PROPC'S ..., EC ' 1 , CF:- :-,E G 1.1.4
. . 2. The boundaries of the clearing limits shown on this plan .
. ,
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shall be clearly flagged by a continuous length of survey tape , ; , I
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r - • .J. 4, /4, OD I I 1 0
(or fencing, if required) prior to construction. During the . . 3... .'•.. /i.:„...
, . . ,. ..,..
I , 1 0 0 0
- ., , • ..,•:- ..„..
construction period, no disturbance beyond the clearing limits i , ! I
...----.-------- . . .
- CV (NI CNI
shall be permitted. The clearing limits shall be maintained by 8
0.
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...- ' : • ,----- -- -•
.- : • 1■4 CI a °
the applicant for the duration of construction. ...„', I 7.:
i -
a I k ..-- -...
--" '---,-;
• • • -
3. The ESC facilities shown on this plan must be constructed . -- ------ - , - 1 --- 0
,,, 1 Dp-TH
8 .......„....,....,.....- . . . . ...e4 o 0
prior to or in conjunction with all clearing and grading so cs to ' it L ; 1 N ...-- , ' I 4 -6 QUARRY SPALLS ' . '
' 2 Z Z
Li Li
ensure that the transport of sediment to surface waters, drainage , . .
...----' ,) ....., ...„
systems, and adjacent properties is minimized. .
--
4. The ESC facilities shown on this plan are the minimum . , 0 __,
. : --
requirements for anticipated site conditions. During the
..,"''''''' GEOTEXLE FABRIC UNDER TI
1,,,,,
, s 4
construction period, these ESC facilities shall be upgraded as ,
. QUARRY SPALLS 4
needed for unexpected storm events and modified to account for • ' (MARAFI 600x
, r 7 . 1 1 4.9 , :F , I 1 46 ,
0
changing site conditions (e.g., additional sump pumps, relocation kE"..:.:.. t: N _,.t.. I F_Ns7E . RETrYJE
. CLEARING LIMIT IS THE Z
of ditches and silt fences, etc.). PR - .. , PCE:E ,
; Pii :Dr- OSED
' ,-.),,,, -_., cv f L
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5. Any areas of exposed soils, including driveway embankments, PROPERTY LINE r
1%.
that will not be disturbed for two days during the wet season or I , ; c :7Ffl • ." - N - .L, - LN.1:. N',
CC '
seven days during the dry season shall be immediately stabilized . . i i 1■0 0 0 cb (i)
with '
:
.
1 .
; . 1. INSTALLATION: THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATTCN, ri ,, i Z
wth the approved ESC methods (e.g., seeding, mulching, plastic CD CO
,
I ROOTS AND OTHER OBJECTIONABLE MATERIAL. THE QUARRY SPALLS SHALL BE PLACED TO THE 0 < 0
ri, . ,
.
•
, . . SPECIFIED DIMENSIONS. ANY DRAINAGE FACIUTIES REQUIRED BECAUSE OF WASHING SHOULD
BE CONSTRUCTED ACCORDING TO SPECIFICATIONS IN THE PLAN IF WASH RACKS ARE USED, 1•••■••.4 I tm
cove ng etc. • It .4
44 >4 I
6. Any area needing ESC measures not requiring immediote .
; ;
:
,...._ , VVVVV ,_____ .!.. _ _____, , i 1.___ THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
_i.... ......., ,....._ ...,_ 7-2-_--J Z 4.1 0 §
attention shall be addressed within fifteen (15) days. 1- I 2. AGGREGATE: 3' TO 8' QUARRY SPALLS PER WSDOT STD. SPECS. SEC. 9-13.6.
7. The ESC facilities on inactive sites shall be inspected and . . i i 1 3. ENTRANCE DIMENSIONS: THE AGGREGATE LAYER MUST BE AT LEAST 12 THICK. IT MUST
L_________; L, L_ J EXTEND THE FULL WIDTH OF THE VEHICULAR INGRESS AND EGRESS AREA. THE LENGTH OF C,,,, g
main t ained a minimum o f once a month or with: n f or t -ei ht (48 THE ENTRANCE MUST BE AT LEAST MO FEET. •
y g ) E .....
4. WASHING: IF CONDITIONS ON THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED Z C 4°
hours following a storm event.
FROM VEHICLE TIRES BY CONTACT WITH THE ROCK ENTRANCE, THEN THE TIRES MUST BE WASHED • ty
8. At no time shall more than one (1) foot of sediment be BEFORE VEHICLES ENTER A PUBLIC ROAD. WASH WATER MUST BE CARRIED AWAY I A IP
t • o t 4 L o t ' ENTRANCE TO A SETTUNG AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO
allowed to accumulate within a catch basin. All catch basin:: and L o 5
MAKE WASHING MORE CONVENIENT AND EFFECTIVE. 0 N.•••
0
conveyance lines shall be cleaned prior to paving. The cleaning 5. MAINTAINENCE THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT E' CZ lit
TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP
operation shall not flush sediment-laden water into the downstream
DRESSING MATH ONDITIONS DEMAND. AND REPAIR AND/OR CLEAN OUT OF ANY Z
system. 30' 30' 30' STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR
TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED
9. Stabilized construction entrances and driveways shall be .................,
IMMEDIATELY BY SWEEPING. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE 11111*
installed at the beginning of construction and maintained for the li STREET, EXCEPT MEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY.
duration of the project Additional measures, such as wash pods, .\\ek , \ .
•0 IVWil
may be required to ensure that all paved areas are kept clean for 43 ' ft._ . A,
the duration of the project. CLEARING LIMIT IS THE STABILIZED CONSTRUCTION ENTRANCE
. 10. Where straw mulch for temporary erosion control is required, PROPERTY LINE NOT TO SCALE PROJECT NUMBER
cm OF TUSAILA
it shall be applied at a minimum thickness of 2 to 3 inches,
°
JO 02-005
1
or 2-3 bales per 1000 sq.ft.
I tO zw ki pERMa CENTER
SHEET 2 OF 3
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. , • 4 4 4 ' $
NW 1/4, SECTION 10, T23N R4E, W.M. ° g
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EXISTING UTILITY POLL 9 5
'Pl - .
EXISTING WATER PACER r EXISTING FIRE HYDRANT
". acuA- *;
OOF DOWNSPOUT VP'?
4
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EXISTING 12' D.I. ' � _ g
STORM DRAIN awt�r ,
EXISTING CATCH BASIN ,( r F LON+ING NORTH TYPE I CATCH BASIN _ -
1rITH VAD GRATE s
VANED GRATE: 100.00 T EXISTING WATER � INS'AL� • M4 -
IE(12 ° DI): 97.90 .• �., ,r,.TRF' ` OW �, AT CE�. OF - DR�vEL� REBAR �1
3 ` MAIN • � � FOR �JT!�R `e `
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_ r3CATION 0 %Iwo
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CITY STANDA
C r INSTALL WATER METERS P� +4' P v i ( N ,
43RD AVENUE 1J AND SERVICE CONNECTION � --� 4' �• ^ \ t
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4 8 - TRUCK SEWER � `� _ • ` SLOPE= 2.00% MI _ 4 PVC ,- ,5" ,
- PER RDS L7YP v ,, , ; 2.00%
_ C
1 12'MIN. d ! ! 4' -4' :EACH ?ED TUBING
8` PVC Ski 4096 -' IE 10189 IE 1032 0 6 P" ON LEVEL GRADE
,/ ------ S - - - - -- - - - -- -S - - -- - - - - -- - -- - ------ S - - - - -- - -- a' E" B L E
5- S -5- S $-� S----- -S ^ WI '.l DIA J P V (�
_. F'� TER FA R; IN R
II 12'MIN. oil �I.�ED vI i" 3' ` U W it N
II EX "SANG IL... EXISTING 6 SIDE SEWER + DRAINAGE FLOW ALONG 1/4' MESH SCREEN _ v v ASNED aRA:N ROCK 7N SIDES ANJ T
R OAD S HOULDER ON PIPE INLET , OF DR WELL Z Z
SAV SEWER ! ? ( I w I l '--.._ to
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cr (1) G G S t y G y ,�R\ 11 .►' ' •� G r Q G �.► = G ` W Q Q t�
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b ; EXISTING I 20• 20. I 20 . 1 2' MIN. A VE SEASONAL WA' ER N
GAS LINE O
I A � .p� A , 1 1 0 I - AB_- CR _ ESTR:�.': VE LAYER .
I ����y � 0 0 c 4 , / I .0% INSTALL INSTALL WATER METER 'Q I 0
EXISTING 6" SIDE SEWER I OSSO O SFO � �
OA, - .
i____, AND SERVICE CONNECTION - 4Br - �I O ^ W
C PER CITY STANDARDS T T .WE ( � jF i�r( LL D ETAIL
1 � i� Fa f _ ,, -., .•
- .
Aiiii .._ `V CAB 6' PVC CLEAN-OUT i 30' 30' . �I 30' 1 SCALE: 1 " =2' / ,..
6" PVC TESTING TEE ' II of I . �, o I �1 / ii,_ ...,
,.,
6
3
" x 4` REDUCER I I r: CBS O /
p ^ •6 6" PVC CLEAN-0 I / a
IE I I : � - _ 9 o !I ■ CB3 6" PVC TE STING TEE I ( / 4d
���� C g g J CE34 ' I s ` _ i - : fi z 4' REDUCER 10 10' F;"/ INSTALL 1" POLY � = I IE 102.56 (TIP)
P) - , _U all i •. OW --,
200 PSI DRISCO PIPE 27' 9.011 5.0 ! II it 9 . 1 N 48" DIAMETER i /%
WATER LINE (TY
DRY WELL I
31' 15.0 I II g I I ;, 15.0 PER DETAIL / / M ,
-
I 21 0
21 0 � H H BASIN (T(P) � O 4TLE - S = 2 00% WITH a" I N / 2" COMP DEPTH ,
SLOPE = 2.0076 MIN. CLEAN -0UT NE i/ ' �_� c � - SUBGRADE COMPACTED TO 95� W I 1 �j +�
BUI LDING WALL CLASS "B" ASPHALT CONCRETE CATCH ,I�. MAX. DENSITY
PROPOSED UNDERGROUND / �" WHERE REQUIRED Q Q Q
do CABLE � -f /
POWER,PHONE 4" MIN. COMPACTED DEPTHS ' I (SEE SPECIFICATIONS ON SHEET 1) `/
F.F. '14.7 F.F. 114.4 I F.F. 114.1 PROPOSED 10' SIDE ASPHALT TREATED BASE -- Ci p O re) in
GARAGE GARAGE I GARAGE SEWER EASMENT L `- J "NOTE: MATCH APRON SUBGRADE WITH M cc Ce
PROPOSED PROPOSED PROPOSED
SUBGRADE OF WEST MERCER WAY . ,�
1
o � 10' UTILITY i
EASEMENT
DOWNSPOUT CONNECTION IN(TYP) - - - -! ° o - - - - A I - _ _ PR OPOSED GAS SERVICE LINE PRIVATE D R I V E WAY C R 0 S S - S E C T I 0 N
4
Q
SCALE: 1"=2'
55'-6" 5.0'f o w
I
5 5 0' DRAINAGE PLAN NOTES: E""+ I I
1. STORM WATER RUNOFF FROM THE ROOF AND DRIVEWAY AREAS FROM EACH LOT ~
5.0' 5.0'
SHALL BE COLLECTED IN A TYPE 1 CATCH BASIN AND THEN ROUTE; THROUGH A 4" N N N
5.0 Imo- 5.0' •
PVC PIPE TO A DRYWELL. O O
F.F. 115.2 , F.F. 114 F.F. 114.6 2. A MINIMUM OF TWO DRYWELLS WILL BE INSTALLED ON EACH LOT. ONE FOR EACH O O O
R ESIDENCE RESIDENCE RESIDENCE CATCH BASIN DATA
PROPOSED 1000 SQ.FT. OF ROOF /DRIVEWAY AREA. O o O
PROPOSED PROPOSED
CB3 3. THE FINAL GRADE ELEVATION SHOWN ON THIS PLAN MAY BE ADJUSTED AS Z 0 Z
NESESSARY TO REDUCE CUTS /FILLS AND /OR MAINTAIN 1% MIN /5% MAX SLOPES z
GRATE: 113.9 FOR DRIVEWAY, DRAINAGE TO CATCH BASINS AND FLOWS ALONG 43RD AVE. � J _ J -�
IE: 110.9
F INSTALL FILTER FABRIC OVER ALL CATCH BASIN OPENINGS DURING CONSTRUCTION. LI
5. SOIL LOG TEST HOLES WA., DUG ON THE LOTS NEAR THE DRYWELL LOCATION. THE l� �`'
C84 SOIL TYPE AND STRATIFICATION WAS THE SAME AS FOLLOWS:
GRATE: 114,2
N /7" IE: 111.2 0 -3.0' BROWN SILTY FINE SAND •
-� 20'_0 - ., CB5
3.0 -10.0' GREY/BLACK SAND kW
20' -0 -4.- - 20 -0 - ---4 GRATE 114 5 NO EVIDENCE OF WATER TABLE ENCOUNTERED o...4 N
SCS SOIL CLASSIFICATION: URBAN LAND N f O � O � � IE:113.3 0
6. ALL PVC PIPE SHALL CONFORM TO ASTM D- 3034- SDR35. o-+ L m cs
L 07
°
W� a e
30• 30' 30' w > R
N\ -< ,a ' T LOT LOT 3 LOT 4 LOT 5 Z co 1p
CLEARING LIMIT IS THE AREA 3000 SQ.FT. 3000 SQ.FT. 3000 SQ FT Z U 2
N
PROPERTY LINE ROOF AREA 1242 SQ.FT. 1242 SQ.FT. 1242 SQ.FT. W cA 0
0
DRIVE Sc WALK AREA 574 SQ.FT. 574 SQ.FT. 574 SQ.FT. E•4 ot
--_ TOTAL IMPERVIOUS AREA 1816 SQ.FT. 1816 SQ.FT. 1816 SQ.FT.
TAX LOT NO. 017900 -0240 017900 -0245 017900 -0250
GRAPHIC SCALE RECeroEO �' at rte -
tf• a ri o m M
CITY O KWn n
JUN 2 4 ?Mr PROJECT NUMBER
Ili r�sr) fi 1 111 7e
1 Inch F 10 ft
NOTE:
PERMIT CFNTEP 02 -005
1
1. SANITARY SEWER CLEAN -OU IS SHALL BE EXTENDED TO FINAL GRADE
PER TUKWILA INFRASTRUCTURE STD. DWG. SS -2. SHEET 3 OF 3
.,
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