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Permit D02-369 - HILLSIDE HOMES - LOT 19 NEW SINGLE FAMILY RESIDENCE
HILLSIDE HOMES (A/K/A CASCADE GLEN) 13251 40 AV S D02 -369 A. Tenant: Public Works Activities: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z JU O 0 C o J H N u- w0 g w ¢. = • d w Z = H F- 0 Zl-- O • ( O i-- H H u O DESCRIPTION OF WORK: Z CONSTRUCTION OF A NEW 2,590 SQ FT SINGLE FAMILY RESIDENCE, 389 SQ FT ATTACHED GARAGE AND 140 SQ FT 0 co UNCOVERED DECK AREA. i~ PUBLIC WORKS ACTIVITIES INCLUDE: DRIVEWAY ACCESS, STORM DRAINAGE, LAND ALTERING, TESC, AND Z UNDERGROUN DING OF POWER. WATER DIST. 125 AND VAL -VUE SEWER. Parcel No.: 7340600929 Address: 13251 40 AV S TUKW Suite No: Name: HILLSIDE HOMES - LOT 19 Address: 13251 40 AV 5, TUKWILA, WA Owner: Name: DREAMCATCHER HOMES LLC Address: 13407 51ST AV W, EDMONDS WA Contact Person: Name: JAY KEIROUZ Address: 13407 51 AV W, EDMONDS, WA Contractor: Name: J A K DEV & CONST CORP Address: 13407 51ST AVE WEST, SEATTLE WA Contractor License No: JAKDECCO23NS Storm Drainage: N Street Use: N Water Main Extension: N Water Meter: Channelization / Striping: DEVELOPMENT PERMIT Value of Construction: $250,041.30 Fees Collected: $3,319.43 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 Curb Cut/Access /Sidewalk/CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: D02 -369 Private: Permit Number: D02 -369 Issue Date: 01/21/2003 Permit Expires On: 07/20/2003 Phone: Phone: 206 300 -6874 Phone: 206 - 300 -6874 Expiration Date: 09/04/2004 Public: Printed: 01 -21 -2003 City of'1'ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: a;tctit, I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: Devperm Am -re$ 1 D02 -369 I I i Date: i`d/ J W / O Date: '0- t / C53 2 5 u. D . I d w z � O z I- Printed: 01 -21 -2003 z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 7340600929 Address: 13251 40 AV S TUKW Suite No: Tenant: HILLSIDE HOMES - LOT 19 PERMIT CONDITIONS 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 12: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 13: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 14: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 15: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). 16: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). 17: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** doc: Conditions �¢r.avrf Hl HfiL.MtY.?rr� +riF.: Fah. 14N1Wh. �nMP. FU. YMt:' A!. 4XIir, L^ 4: CF` NiM !Nrriei:,v..lrett�:nh..'Y1*.ifiv if•>••.:` 1. h1'. Sh.' 41.. 'rn`:t.',.t4:J;•rvu.6kfal<:04,9 �••'fi7f:f -•:C"i aettss amcr !g,i�+Y .P � Af� ' ;,tif isi�SLSP O tt+ ' K� 4 *r+ :t�.'+Y� ;��;e ry : f r c.y,c;.r rt 7n:6y,rva�laa"it'WR15p Permit Number: D02 -369 Status: ISSUED Applied Date: 12/13/2002 Issue Date: 01/21/2003 D02 -369 Printed: 05 -02 -2003 18: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 19: 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. 20: Any material spilled onto any street shall be cleaned up immediately. 21: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 22: 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. 23: The Land Altering Permit Fee is based upon an estimated 50 cubic yards of cut and 50 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. 24: All conditions of the Hillside Homes short plat approval shall be met. See permit nos. MI2000 -278, L99 -0023 and L99 -0024, a portion of which is part of this submittal. The Geotechnical Engineer shall provide certification on a lot by lot basis, that the work has been completed in accordance with all geotechnical recommendations. 25: ** *FIRE DEPARTMENT CONDITIONS*** 26: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 27: Install additional address sign at access from 40th Ave. S. 28: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 29: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 30: REVISION #1 - Rockery shall be installed under conditions outlined by the plat Geo Tech Engineer (Earth Consultants, Inc.) report dated 4- 29 -03. The same report has been attached and made apart of the said approved revision. In the event that installation of the rockery can not be accomplished according to the stated approved revision, applicant is required to notify the Building Department immediately and submit alternative engineered plans for a retaining wall. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: .�.]ti� � 4 ..-e -i r 2 doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 D02 -369 Date: ;57 - 2- (?, 3 Printed: 05 -02 -2003 :),` w� r1tywt s i t i, N,ht City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 7340600929 Address: 13251 40 AV S TUKW Suite No: Tenant: HILLSIDE HOMES - LOT 19 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 12: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 13: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 14: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 15: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). 16: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). 17: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 18: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 19: 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. 20: Any material spilled onto any street shall be cleaned up immediately. 21: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 22: 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. 23: The Land Altering Permit Fee is based upon an estimated 50 cubic yards of cut and 50 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. 24: All conditions of the Hillside Homes short plat approval shall be met. See permit nos. MI2000 -278, L99 -0023 and doc: Conditions PERMIT CONDITIONS D02 -369 Permit Number: D02 -369 Status: ISSUED Applied Date: 12/13/2002 Issue Date: 01/21/2003 Printed: 01 -21 -2003 • City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 1001 Tukwila, WA 98188 / (206) 431 -3670 L99 -0024, a portion of which is part of this submittal. The Geotechnical Engineer shall provide certification on a lot by lot basis, that the work has been completed in accordance with all geotechnical recommendations. 25: ** *FIRE DEPARTMENT CONDITIONS * ** 26: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 27: Install additional address sign at access from 40th Ave. S. 28: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 29: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: e S t y 1►., tyNje• l NA- G" doc: Conditions D02 -369 Date: 1/2- t /b Printed: 01 -21 -2003 Proje t Name!Tenant: i L LS \ --- Site \ t- i `X - t.``5.- State /Zip: Value of Construction: 36 . o c b Tax Parcel Number: q '13 /o D '� r l P erty Owner: e �h Tc }-k..t.s L sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck P hon • ) j e-6 6 8 7 Street Address: 134to 7 6 ` - ate � � City State /Zip: LO A< c3 � Fax # C4 6) `74 I - 7- 4 3 Lt- Contractor: *For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling Ph e: Street Address: . 1.. City State /Zip: F Zi) "7 Li t Zip S ti Architect: A' n ^ l-b . - Phone: e - 77z LI! t o 4., Street Address: 51 /if o 4 A l ao � o r � % I . City State /Zip: %lic 9 $a Z . . - Fax #: 41Zy L 8 7- 6 S8 Engineer: _ Phone: Street Address :h-Z- City State /Zip: Fax #: Contact Person: - �� ' �� Phone ) 6 6 7 Street Address: s City State/Zip: Fax It itz.4) .? L 1 Z-6"-s4 5t . � Description of work to be done: — Type of work: [ New Single - Family Residence El Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* El Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: Sewer ❑ Septic (King County Health Dept. approval required - 296 - 4722) Existing Square Fo .tags for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Pr oposed New Square Footage: 2 S7 0 sq. ft. Dwellingc+V+ I 1 1 71' III 0 sq. ft. Covered Deck(s) ,� 8 Cf sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot - 1 - I 7 70 *For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TU - WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 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. SFPERMIT.DOC 2/13/97 APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL`PLAN REVIEW OF THE FOLLOWING: '(Additional reviews shall be determinbd by the Public Works Department) ❑ Channelization /Striping ❑ Flood Control Zone ❑ Moving an Oversized Load: ❑ Sanitary Side Sewer #: Storm Drainage ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous Curb cut/Access /Sidewalk El Fire Loop /Hydrant (main to vault) #: ❑ Hauling SLLand Altering: a Cut 5O cubic yds. Start Time: End Time: ❑ Sewer Main Extension 0 Private 0 Public ❑ Street Use ❑ Water Main Extension 0 Private 0 Public Size(s): Size(s): Est. quantity: gal Schedule: • R STAFF USE ONLY Project Number: � Permit Number: —' -' 3 Size(s): Fill 50 cubic yds. Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- 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- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: /c,2-/ CTS Date application expires: Application taken by: (initials) ,tS PLEASE SIGN BACK OF APPLICATION FORM BUILDING.OWN R OR AUTHORIZED AGENT: Signatur Date: Print name: i :::. V_- t ) r gc 6137,1{ F 741 Address: State /Zi : • ALL SINGLE- FAMILY RESIDENT/ PERMIT APPLICATIONS MUST BE BMITTED WITH THE FOLLOWING: DRAWINGS PREPARED WI REGISTERED ARCHITECT OR PROS .:SSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN 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 -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H- 114. the Pulsi.ii(Orks Qeuitnrel�p1 06) 433- 0179 for servicing district. . mac. " �' ' 47/ ❑ 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: ❑ In Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). v 2. Proposed access road. f.,: 3. ,Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over s ' 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4, -North arrow and scale. 5LBuilding 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), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 71.,Parking plan. • 8.. Lowest building elevation (if in Flood Control Zone). -. 9. Estimated /proposed topography at 2' intervals and proposed elevation of-lowest floor level. .. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. 'Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. ,_See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑� Foundation plan and details ❑ la Floor plan ❑ Roof plan ❑ Building elevations (all views) ❑ � , Building height ❑ Building cross - section ❑ Structural framing plans and details necessary to completely describe construction ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. El ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, 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. • El Iydwellin `has a septic tati� and b edroom 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. ❑ a 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 ". 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 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 PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 moron,,.......... ,-:+ �p:, lY"° �'"" q`. wao. w,:, m.- ��w >- �..w..n�ra r ....- t ..... , ACCOUNT ITEM LIST: doc: Receipt Current Pmts Amount PLAN CHECK - NONRES PW BASE APPLICATION FEE PW PLAN REVIEW City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z RECEIPT , Z � W Parcel No.: 7340600929 Permit Number: D02 -369 U o Address: Status: PENDING O Suite No: Applied Date: 12/13/2002 w Z Applicant: DREAMCATCHER HOMES LLC Issue Date: co u_ W O Receipt No.: R020001744 Payment Amount: 1,468.30 1 Initials: SKS Payment Date: 12/13/2002 12:02 PM = W User ID: 1630 Balance: $1,832.65 Z = 1.- i-- O Z F-- Payee: DREAMCATCHER HOMES, L.L.C. LU ? . U a : m O -- : TRANSACTION LIST: 01-- Type Method Description 2 W O , Payment Check 2036 1,468.30 W Z o w H S O ~ z Description Account Code 000/345.830 000/322.100 000/345.830 1,188.30 250.00 30.00 Total: 1,468.30 3407 1.2/13 9716 TOTAL 5.463.30 Printed: 12 -13 -2002 z 11 RECEIPT 1...z. ce 2 6 D Parcel No.: 7340600929 Permit Number: D02-369 0 0 0 0 Address: 13251 40 AV S TUKW Status: APPROVED co kii i Suite No: Applied Date: 12/13/2002 t _1 il 1— Applicant: HILLSIDE HOMES - LOT 19 Issue Date: S2 LL u l 0 g ri u_ a So_ a Initials: KAS Payment Date: 01/21/2003 03:45 PM I w User ID: 1630 Balance: $0.00 Z 1— i— 0 Z I— al uj 2 n M 0 O u) O — O I-- Ill t u Type Method Description Amount X. Payment Check 2053 1,851.13 P-- 0 Z RD Pmts Re-Dist .00 ti.i co t= I o I ' Receipt No.: R03-00067 Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 DREAMCATCHER BUILDING - RES PLAN CHECK - NONRES PLAN CHECK - RES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/345.830 000/345.830 000/386.904 Payment Amount: 1,851.13 1,839.35 -1,188.30 1,195.58 4.50 Total: 1,851.13 • 01 01/23 971.6 TOTAL 1851.13 Printed: 01-21-2003 z Project: C e'S'C0% 6 L.. /es 7` // Type of Ins ectiqn: ....e-- , 4.- Address: _ /3 / yo /9I S Called: /2V4 3 Special Instructions: Date Wanted 70 a.m . Re q ueste "" r: _� �� ., Phone N�: <-=:'‘--) 7 f(:: 6, 7 y INSPECTION NO. COMMENTS: ct.r: ipt No.: e .>LdV)2_ c INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION — 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • c • j -(Q t 5 ° o Date: Approved per applicable codes. Corrections required prior to approval. Date: �9 7 7.00 REINSPECTIO EE REQUIRED. • for to inspection, fee must be id at 6300 Southcent r Blvd., Suite 10 Call to schedule reinspection. 2 ic.•. .de;t ,1,4: riarragt "4.. r ef l:�t�r.rvyn;,s ol;14 �rf., }l 22 = Z . ~ 6 5 J 00 cn a l N LL w 2 co J u_= = W z � W ▪ O W 2 • o o- . O H Ww U o CLi U = 0 Z Project: ((f./-` ( J" 6, /c'P)) Type of Inspectio,n�:^7 I d Address: S / 'Ya //PS i Date Called: 66 b3/0..3 Special Instructions: / D , O o �. )'77 Got / (' Date Wanted: �a.m} C> (-,`� I/4 3 is Requester .��rc/ ke/.o,, z Phone No 6 - 300- 6,5' 7V -. ACA; op) 6I 2,-/ Y -( 6 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southc enter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Y/ r Inspector: Date: l ar/ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: j a Type of nspection: / (0 ak j d i 5 S J �cc �j 41 , S � Date Called: S JJO3 Special Instructions: Date Wanted: a Requester: t i , rz o O — ce 1 2 1 4 13 proved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Receipt No.: Date X 47.00 REINSPE ION FEE IJEQUIRED. Prior to inspection, fee must be paid at 6300 Soul center BI d., Suite 100. Call to schedule reinspection. Date: .% ". :il:. 1l `:.�w �•.f,v.fY }�'�+4 �1'f.1l4; iv S,'!':n'!'r r IA!' :_ .. -. ...... t..;:.y Y F.:.i' '. N� .`.:.:�•�f�fi✓'.'L. �elN��a'4 Corrections required prior to approval. 1 Project: Drea nica+che r Nomes Type of Inspection: R cc ke r y Address: 13251 H +h Ave S Date Called: 5— n 2 Special Instructions: Ltd ! - / ' . D ate Wanted: , 6 -03 p.m. Requester: i ... 61 Phone No: 1 206- 3o0- 687 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. COMMENTS: �i �� Cd --� . P . . t� Q u, (I 50( �� �- S - f A � }41� s/ e� -tAR a w � w/ t14 x coLi fuQ, f il, er , m 4, Inspector: C\f Date: 5/ r � �/ El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: D02 -36 Corrections required prior to approval. r�c�t.�t � ,�tize�'tb`�tbik ?�tvlU.r1�Ki+�: n�t,'�s.'.vr�^ (:• cRi' I.} :{ r� .:::��.'.�r..c'J<'a:1:.tT"ac'� P e t P -7i� 51 /'t)i S- Le 71 l J Type Aspe�tjn: o el i t G--.-- I II[ Address I 5) 4/o AY s ? Date Calle � 0- Special Instructions: Date Wan ed: � 07 m., Request r: J ( Phon No: CIO — ( -(e, 74 h:'`' V1,4k.v, INSPECTION RECORD Retain a• copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 4 " -3670 I 2_, Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ei $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project '`���'�� ' S �� Type of InspectirA/P- �` / Ad es ir'S ---C " Date Calle --. Special Instructions: Date Wanted: S-- —‘73 am Requester: Phone No: /l V____ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 -3670 El Corrections required prior to approval. COMMENTS: 0 $47.00 REINSPECT! ( FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 74X .4 : u Gi' u: A' IhN.;,' �x.' rYt ::, 2` i5: iva;': t'r#,r1X,r:�ini;;f.'it:iw,i:>:� COMMENTS: (re... w\ '+..), C? p)L p 'et 9 n c;i -C >L - �,• . , 0 .t 0 D -- ow-c-F.c,....,"x'`✓ 2 -- L..,^ (i",-,fro Z. 0 , ) L e R7 � I --...., ., i W1 J(ze."? -e. fx.-, \ C. l I to-4w C - r -P.c f-.4 (i I �13 Ccz Date Wanted: 511 /a3 C R. .S-- -NSLAL !`t 4 ,'9- C ,_1) 7 /1/4,1 SlA(,e% ;1rn) 4,- A. p (A),/WA!)S 0)•)1( -, Pr j fit MI f — t t ii Type of Inspection: wt, (( i (L&QiediOn Add I � 51 a ., : Date Called: ca , L it ° /o3 Special Instructions: t � Date Wanted: 511 /a3 C R. Requester* Avvl Phone () � o15 "Yo $ )'/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 53 .Approved per applicable codes. $4'.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: bt\) q Corrections required prior to approval. r, act nk" Flo. �iYia� (FiS.`•t},.N;'iw�U�tiv.�ti�.) COMMENTS: 1-) DOPS — Vtotr• 1\ 4 \ 0 (\, (- sk wodks ( )ps-i-ck`t r5 4 kwer wati ' Ora ftl ). I i olc1c1 we lo -0 A Ints COACT fl 1 5:-\ k 13\nelre . 1 vArA4-edi t■ 3 -) i roo°1 --■ 4 '1 OIL- - AV 11-1A.Svtak , , -- P O4f ■ Y Ae s4c, vo ()eci a reyVat I I v 0 ir-P .olciroe (7) 4?raw6ek, .4 Pv\c\ r -e 9r u) 'I ()\ `-(-)‘\ (‘ d Phone (.01.0614.11rdp.) g7 I:inflect: . it itsto(4 i-ibm_ed. tvtici Type of Ins ' e f c 4 tion: AdMsie 4 i Li " ch) 5 $ Date Callect m 1 0 Special Instructions: ' eco,t Plfi, Date Wanted - PS 0 I i a.m. 03 Requester: Phone (.01.0614.11rdp.) g7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 EI Approved per applicable codes. IZI Corrections required prior to approval. [=I $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: P /sect: 0 ti jai() Type of Inspe #tion: `,,, p Adyl :5 { A/ 6 . J !,, Da te Called: -- Special Instructions: Date Wanted: ii_zy-0_ Requester: Phone No: 1 . El Approved per applicable codes. • INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 CZ— PER NO. (206)4 -3670 14 Corrections required prior to approval. COMMENTS: f -J-e-c,,Astr. .44," 1( 5.7:7-7/ i t) 7 'IP r / ` 1 -1 e 43/70ch 17 $47,00 REINSPE ON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd:, Suite 100. Call to schedule reinspection. Receipt No.: Date: • Pr j gt: � ,,il ` l c� - k Qf - 19 e tion Type o Inspection: T . c/-w 4... Addre s: Lb' .S. Date Called 1 3( / `� o' Special instructions: Date Wanted: a.m. _`� � -D:c /(,7 . p.m. Requester: / Ph One No:, ff (2-00 So - rah 7 L i CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20•)431 -3670 INSPECTION NO. INSPECTION RECORD Retain a copy with permit DUB -3(4i PERMIT N Approved per applicable codes. Corrections required prior to approval. COMMENTS: isles \---) I ft Ins ector: Date: r __ - -- 2 > -- (� 47.00 REINSPECTIO FEE REQUIRED. firior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: inommok .3L� :tac5in 3N .. °- "M4iY,;,d. *i4lr. ?rt4FJ• Project: .., H in si d e domes of Inspection: 5D Address: 1325 Called: 2_13 - Special Instructions:.. j (� L ot 1 1 Date,Wanted:. a.m. 2 - - 03 Req>ae oa ' >�, 2 /05/ Phone No: 206- 300. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. P02-3 GI Corrections required prior to approval. COMMENTS: ar RA -0./1 n ,chez.n O\ 17, ct elu Or rx2. t,�.��1 1. m� J- h ,r-14- a of do ,LA .tt.\ 1144» ( Date: t ' K i () $47.00 REINSPECTION FEE REQUIRED. Prior to; inspection, fee must be paid at 300 Southcenter Blvd., Suite 100. gall to schedule reinspection. Receipt No.: Date: ilef): p cotei _ tti I Type esqon: <010- Address: 1325-1 L ie A V 3 Date CAI : I Special Instructions: • . . ....S Dat a l : P.m. Req Phone No: 2b6 - 130 — 2qtp6S INSPECTION RECORD Retain a copy with permit - Cal' 30? , INSP CTION NO. PERMI . CITY OF TUKWILA BUILDING DIVISION - f„.4 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 I pproved per applicable codes. Corrections required prior to approval. COMMENTS: Date: 3 L '(/‘s f- 5 .00 REINSPECTIOt FEE REQUIR . Prior to ins ection, fee must be 'laid at 6300 Southcenfer Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • v.s' „ • ,„, ' „ • +6 •. 0■7•• "it,2 Project: It 1W$tde,a rt ome5 . Type of Inspection: GI) Conner -lion Address: ) 3251 4044, Ave S D ate Called: y 03 2- 2.'4 Special Instructions: Lo 1 c Date Wanted: \ Am. p.m. Requester: �� Phone No: / 241, — 00 — 6 ?74 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ID Corrections required prior to approval. COMMENTS: h. ,.44 c(hi 4 �rl.i�'i t t'LQ • nspector: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No. Date: INSPECTION RECORD Retain a copy with permit 002-369 PERMIT NO. Date: ).17 Pr j ct: U / (sid f area - /r)t l Type of Inspectio : � r.�;�- ,S ( -e r ss: t L5) / /14e ` ,' '. ate Called: -9 (i '7a,3 Special Instruction ) gilt Date Wanted: q:ii 1 7;o/63 Requester: Phon o: c,i::aSia :h isd`i "+' ,* 15 ,c 4:v .4.4*,0 t. INSPECTION R Retain a .copy with permit PERM! CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 INSPECTION NO. Approved per applicable codes. E1 Corrections required" prior to approval. COMMENTS: ^1 )Y Y f'C ; vr) vv\ Inspector- Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No.: COMMENTS: 4? y Let t? Type of In spection: d( .} _ 1 - 2. s 19cr waU rP(1, ;re 1 C�e Called: 0 ?) X. s∎ 1 1 S G A CI s - 4 - U AS C 4 6L Date Wante � � � �, m 2-) {A - 3 S s oc\- P 73a— 3 0', s-4 4 A r- 44- a+ - ‘ .Z c k-Qc, r (4) nt 1 14 rc 5i' 4k Ai! 3 .) ''"'t' 1 Cam' via i ( k • % .4± it) \ - 4‘. 3 8 el PhojQct:� .V `t' 4? y Let t? Type of In spection: d( Ad�r� � � ! �J� 1 C�e Called: 0 Special Instructions. 6L Date Wante � � � �, m Requester: Ad C P 73a— el Le r'n'T5`,''":, 17".°- 77-'r":rcT"'," Pf. .7-77 ?4","." -77 "-i} wrsrTrcra+a; 'cry s� .,, yam^ .sr.cs, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. Inspector Date: 2— I q_ INSPECTION RECORD Retain a copy with permit OD PER (206)431 3670 Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Projec 14' \\ 1 -II \-\ OWS f 1 f 9 Type of Insspectign: , YOGI t rti tai o e, Address: i�a � � o \) Date Called: I c24- 0 � Special Instructions: Date Wanted: a.m. ,2 - Ig`O3 ( Requester: --v- CA Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 • 670 rffproved per applicable codes. Corrections required prior to approval. COMMENTS: I &" `` 3 944A fi a_ Date: v� — lG O ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Of r• r. k 40 .1. Y�rNrC.w.�rifr�.b«un�ria�,�:a. a a.. • kit �xFS 7�NitiiiLtM�'A�q a7 .et.i:a ^ra;: Pro'e / ifs' �= /1/&g - ZO 7 W Type of Inspection: 1 /7) /7(h*on (1)4: Address: /--).2j /'4'1 ,�� //v �- Date Called: _ -7- -o Special Instructions: Date Wanted), Ood - il - a.' a� .;417 Requester: ')IC x Phon o: INSPECTION NO. Inspecto[ INSPECTION RECORD Retain a copy with permit , CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERM (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: C� nOf(`)\Je.cf Y ouv\A0, - -i- t kO(4%iC1S '• :t `. +:4lu 4,i1A egi ali 5 cr> ~,G� ;S+:'+Ni" .S�'::�e`tbAiu�k'S.e�• ^I'ti >% F:�:n'�k,a�l;�ai Date: � -7 ") El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: / ilk /7 V ) Type7nspectior i Ci" Date ailed 'V 1_, • A /b e s s57 1 /0 4 - 2 / s Special In ructions: 10_3 t174.5474- MO l'2. Aii y■LC . . T:'32.0 10 Date Wanted: . • P.m. Requester: 70 C Pho Z rlello: P 5— -7&67 - 7,..V COMMENTS: ctor: • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 a pproved per applicable codes. El Corrections required prior to approval. \4) Date: L.. ... t ... —0 .." l . 4 ji 47.00 REINSPECTIOP FEE REQUIRED. Prio to inspection, fee must be aid at 6300 Southcent r Blvd., Suite 100. C II to schedule reinspection. Receipt No.: Date: 94 • A ',41:FAQ 4,divVat. Nap. PAWA14.,'iiteltg,N.S 7 77-yr 7 F4 '. ". " :•^, • .t %,' 4.77,r - ,-, Project Name Address 1 ).), 4- (0-1 ..4i ,etaincurrent inspection schedule .. Needs shift inspection Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: /VP ,2t KY's- ) Authorized Signature City of Tukwila Fire Department ..it416t 6 03 ect ,t( 6* 6-1-- Approved without correction notice FINALAPP.FRM Rev. 2/19/98 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM 11 .",',6-77,1:1 17 7 • Steven M. Mullet, Mayor Thomas R Keefe, Fire Chief Permit No. 1)0)- C"‘ Date Suite # • T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. z 0 - - C) z • • o - -I 0 rn o ( 9 ) c c m m z 0-. m 0 I/1 m mn CD 0O 0 r c z - 4 z • • . /' / —/ - : . . - ,„ / z • i''N; • --- ').4N z r - 4 • • / "•#. • 501+ 00 Offlas. .......". - . - l_ . / A , / o' PP •.••••„.> ''-'* .. -- . - ...c.'''' •-•" -- ,/: , : /'' / . ...\ . 1-: .: : 1 ..".--: •-• --:: : 1111 ----' '• ••.:< '' N • Z 1 ., / / ii ...--•--- , - ',.... . ---- \ \ Z ' \‘•,.. ----6 - - -.- ‘. \ *"..,... ., • .... .;.• --- ----....______...----- %. \ \'',. .,„,, _,,..... ..„../ 1 1 . .. ''''.. ‘-•• r. 1 ... 0 .,,.,....\ :\.....•.\\,..... . . 7.. \::::::::::..r.,.. ....": „ . ...23.:(1,613,74.....\ .....::s,,, •■ 0.. .,. ./ .....".. li '..."-..• ••. • •.."..,..,... .-, .•• :\\ \ il l \'.* \ B •- 6 1 , {f il 011 1\ ‘ ‘;' - ' • ^E 'T‘ c) i I \,;\ \," N--, t j I \\:--...--. Cr s' • .‘\•;,.. ......... / 1 \ s•-% 1 1 1 1 P. \ ic '„i _,...-- , \.. --o„. ,..------ / i k ' . •.-„ ..... / \ _ ile, ..........., 1 i . • / A 1 • i / d •:il I I I '''' / i A / ------...._, .; f' 1 , L.■,) I , •,1. 1 1 / r -,) --' ' `-'-- \ 1 I 1 / / fr,...,J..., 4 1 . ' \ i 4 .... , ,r; /„..\,/". •-•-•',.,•,,.... ,/ ..... i . / f .■ / 1 ;1 ./.... ,,.....,.... ,o /r ' - --.1 / S * ,/ 1 \ 1 > VA .,/ id \ II S ) • / ( \‘‘`:\ p\o, / ff A r — e Ii / 11 V / :0P- t ) 0 „ t. tri 0 • / ) {33) - • - ---- -/: • / // I. 1 . ki !' Jo NI 7 _ 7 • -r• r- e•••:. • ••••••-- - L. 33 0 • •••••••••.' - - _.- ,-- ....---- 5.1 ci _____, CA) -- _ -- row. ••••431/ 11 •••••1.1,101 ' P i °.. ''. ' ' . ="......... ,,I,114•It -1•••• ••••••‘• g,,„„, • 01-• • " 1 0 0 - - Icr• 1.) t.) N,-:, 0 0 1 ° CD .--- co co / / ilz:-...;,:r".': ;-......r.r-N-- b.1.1...7.r.z. -.:•:::rifiLT...1z-...! 502. Architects Northwest, Inc. 18915 142nd Avenue NE Suite 100 Woodinville, WA 98072 I C// ARCH I TECTS NORTHWEST P: 425- 485 -4900 F: 425 - 487 -6585 Toll Free:1 - 888 - ARCH - 100 Email: archnwl @aol.com 1997 UBC LATERAL. ANALYAS FOR PLAN M2590C2F -1 CASCADE GLEN CITY OF TUKWILA APPROVED JAN 1 6 2003 vi _IA AS ri01 EU 1511 DIVIOM CITY OF TUKWILA, WASHINGTON TO BE BUILT ONE SINGLE TIME BY DREAM CATCHER HOMES LLC (2 x 6 O46 oa-3W Check Seismic: v = 0.1964 w (all plywood shearwalls) ; max V seismic WOAup =( 1706 sf /rf + 1432 sf/ wl + 0 sf / flr )x 10 psf = 31380 lbs : V in strength value lbs. (for rho talc.) W a y -y =( W b y -y =( W c y -y =( W d y -y =( W 1 x -x=( W 2 x -x=( W 3 x -x=( W 4 x -x =( 904 sf Irf + 0 5.f /rf + 802 sf /rf + 0 sf Id + 356 5.f /rf + 790 5.f /rf + 560 sf /rf + 0 sf /rf + 740 sf/ wl + 0 sf/ wi + 692 sf/ wl + 0 sf/ wl + 336 sf/ wi + 760 sf/ wl + 336 sf/ wl + 0 sf/ wl + 0 5.f 1 fir )x 0 sf / fir )x 0 sf 1 fir )x 0 sf / fir )x 0 sf / fir )x 0 sf 1 fir )x 0 sf / fir )x 0 sf / fir )x 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 16440 lbs : 0 lbs : 14940 lbs : 0 ibs : 6920 lbs : 1 5500 lbs : 8960 lbs : 0 lbs : V a y -y = 3229 ibs.: V b y -y = 0 Ibs.: V c y -y = 2934 lbs. : V d y -y = 0 lbs. : V 1 x -x = 1359 lbs. : V 2 x -x = 3044 lbs. : V 3 x -x = 1760 lbs. : V 4 x -x = 0 lbs. : 183 plf 0 plf 191 pif 0 plf 44 plf 119 plf 58 plf 0 plf WOAmain= 1851 sf /rf + 4146 sf/ wi + 1411 sf / fir )x 10 psf = 74080 lbs : V in total strength value lbs. W a y -y =( W b y -y =( W c y -y =( W d y -y =( W 1 x -x =( W 2 x -x =( W 3 x -x =( W 4 x -x =( 904 sf /rf + 0 sf /rf + 947 sf /rf + 0 sf /rf + 401 sf /rf + 890 sf /rf + 560 sf /rf + 0 sf /rf + 1397 sf/ wl + 1403 sf/ wl + 1346 sf/ wl + 0 sf/ wi + 1059 sf/ wl + 2069 sf/ wl + 1018 sf/ wl + 0 sf/ WI + 400 sf / flr )x 736 sf / fir )x 275 sf / flr )x 0 sf / fir )x 370 sf / fir )x 641 sf / fir )x 400 sf / fir )x 0 5.f / fir )x 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 27010 lbs : 21390 lbs : 25680 lbs : 0 lbs : 18300 lbs : 36000 lbs : 19780 lbs : 0 lbs : V a y -y = 5305 lbs.: V b y -y = 4201 lbs. : V c y -y = 5044 lbs.: V d y -y = 0 lbs. : V 1 x -x = 3594 lbs.: V 2 x -x = 7070 lbs. : V 3 x -x = 3885 lbs. : V 4 x -x = 0 lbs. : 251 plf 400 plf 454 plf 0 plf 110 plf 363 plf 114 plf 0 plf • Lateral Analysis: 1997 UBC ARCHYTE...'l'S NORTHWEST P: Max Ht - upper= 27.0' @ Ridge; :Use P = . 15.35 ave psf See sheet 10 for sail areas. page 1 of 11 P: Max Ht -main = 20.0' @ Ridge; :Use P = 14.28 ave psf See sht 4 for Design Criteria. See sht 5 for Shearwall Schedule P: Max Ht -main = 15.0' :Use P= 13.22 psf Compute Wind Load x -x, y -y: a Y -Y, b y -y, c y -y = d y -y = 1 x -x = 2 x -x = 3 x -x = 4 x-x = a y -y = b y -y = c y -y = d y -y = 1 x -x = 2 x -x = 3x -x= 4x -x= upper= 20.00 ft w x upper= , 0.00 ft w x upper= 20.00 ft w x upper= 0.00 ft w x upper 9.00 ft w x upper- 20.00 ft w x upper 13.00 ft w x upper= 0.00 ft w x main= 10.00 ft w x main= 20.00 ft w x main= 10.00 ft w x main= 0.00 ft w x main= 12.00 ft w x main= 20.00 ft w x main= 10.00 ft w x main= 0.00 ft w x 10.00 ft h= 0.00 ft h= 10.00 ft h= 0.00 ft h= 13.00 ft h= 13.00 ft h= 13.00 ft h= 0.00 ft h= 9.50 ft h= 9.50 ft h= 9.50 ft h= 0.00 ft h= 9.50 ft h= 9.50 ft h= 9.50 ft h= 0.00 ft h= 18915 - 142ND AVE. N.E./ SUITE 100 PHONE: (425) 485 -4900 200.00 sf x 0.00 5.f x 200.00 sf x 0.00 5.f x 117.00 sf x 260.00 sf x 169.00 sf x 0.00 sf x 95.00 sf x 190.00 sf x 95.00 sf x 0.00 sf x 114.00 sf x 190.00 sf x 95.00 sf x 0.00 sf x 15.35 psf = 15.35 psf = 15.36 psf = 15.35 psf = 15.35 psf = 15.35 psf 15.35 psf = 15.35 psf = 13.22 psf 13.22 psf = 13.22 psf = 13.22 psf = 13.22.psf = 13.22 psf = 13.22 psf = 13.22 psf = Plan : III' 590A /B /C2F -0 Lateral Analysis: Date: 11/28/99 3070 lbs 0 lbs 3070 lbs 0 lbs 1796 lbs 3991 lbs 2594 lbs O lbs 4326 lbs 2512 lbs 4326 lbs O lbs 3303 lbs 6503 lbs 3850 lbs O lbs 1 Li AV IA Total Wind Loads TWL y -y upper = 6140 lbs TWL x -x upper = 8381 lbs TWL y -y main = 11164 lbs TWL x -x main = 13656 lbs WOODINVILLE, WA 98072 FAX: (425) 487 -6585 Sum SW a y -y = ( Sum SW b y -y = ( Sum SW c y -y = ( Sum SW d y -y = ( Sum SW 1 x -x = ( Sum SW 2 x -x = ( Sum SW 3 x -x = ( Sum SW 4 x -x = ( 5.00 8.67 4.00 4.50 17.67 tI If shear wall tI sw y -y 0.00 tl If shear wall 33.01 15.34 tI If shear wall 0.00 tI If shear wall 31.00 ti If shear wall tl sw x -x 25.67 tI If shear wall 87.17 30.50 ti If shear wall 0.00 ti If shear wall 10.50 0 4.00 4.00 3.67 3.67 0 15.00 16.00 4.67 6.67 8.00 11.00 22.50 8.00 0 Sum SW a y -y = ( Sum SW b y -y = ( Sum SW c y -y = ( Sum SW d y -y = ( Sum SW 1 x -x = ( Sum SW 2 x -x = ( Sum SW 3 x -x = ( Sum .SW 4 x -x = ( 5.00 5.83 5.83 4.50 21.16 tI If shear wall tI sw y -y 10.50 ti If shear wall 42.76 11.10 tl If shear wall 0.00 tI If shear wall 32.67 tl If shear wall tl sw x -x 19.50 tl If shear wall 86.17 34.00 tl If shear wall 0.00 tl If shear wall 10.50 1.88 1.88 3.67 3.67 0 23.00 5.00 4.67 19.50 17.00 17.00 0 ARCHITECTS NORTHWEST Date: 11/28/99 Corhpute'sum of Shear - Resisting Walls & Compute V x -x, V y -y • upper floor: main floor: Compute V x -x max. and V y -y max. location upper floor: a y -y = b y -y = = d y -y = 1 x -x = 2 x -x = 3 x -x = 4 x -x = main floor: a y -y = b y -y = C y -y = d y -y = 1 x -x = 2 x-x = 3 x -x = 4 x -x = Verify Capacity of Designed Shearwalls: upper floor: Sum SW cap y -y = Sum SW cap x -x = main floor: Sum SW cap y -y = Sum SW cap x -x = V wind Redundancy Factor Check: 33.01 If x 87.17 If x 42.76 If x 86.17 If x 250 plf + 198 plf + 350 pif + 250 plf + 0.00 If x 198 plf = 0.00 If x 198 plf = 0.00 If x 0.00 If x Plan : M2590A & ' V seismic /1.4 V max #'s / length plf governing force 3070 lbs 2306 lbs 3070 #'s/I = 174 pif wind Use SW #: P1.6(198p1f) O lbs 0 lbs 0 #s/1= 0 plf wind Use SW #: not applicable 3070 lbs 2096 lbs 3070 ft's/1 = 200 pif wind Use SW #: P1 -4(304p1f) 0 lbs 0 lbs 0 #'s/1= 0 plf wind Use SW #: not used 1796 lbs 971 lbs 1796 #'s/I = 58 pif wind Use SW #: P1- 6(198plf) 3991 lbs 2174 lbs 3991 #'s/1= 155 plf wind Use SW #: P1- 6(198p1f) 2594 lbs 1257 lbs 2594 Ws/I= 85 plf wind Use SW #: P1 -6(198p1f) 0 lbs 0 lbs 0 #'s/I = 0 plf wind Use SW #: not used 4326 lbs 3789 lbs 4326 #'s/1= 204 plf wind Use SW #: P1.4(304p1f) 2512 lbs 3001 lbs 3001 #'s/I = 286 plf seismic Use SW #: P1- 4(304p1f) 4326 lbs 3603 lbs 4326 #'s /I = 390 plf wind Use SW #: P1- 2(516p11) O lbs 0 lbs 0 #'s/1= 0 plf wind Use SW #: not used 3303 lbs 2567 lbs 3303 #'s/I = 101 plf wind Use SW #: P1- 6(198p1f) 6503 lbs 5050 lbs 6503 #'s/I = 333 pif wind Use SW #: P1- 3(389p1f) 3850 lbs 2775 lbs 3850 #'s/I = 113 plf wind Use SW #: P1- 6(198plf) O lbs 0 lbs 0 #'s/I = 0 plf wind Use SW #: not used 8253 lbs > 6140 17260 lbs > 8381 198 pif = 14966 lbs > 11164 198 pif = 21543 Ibs > 13656 Vmax for "p = 1" Vmax = (2)xVt / sqrt A A= 1495 sq ft Resulting Vmax = 752.58 Since 753pif > full seismic 454plf at main c y -y, no added redundany factor required. Horizontal Diaphragm Shear: Roof diaphragm: c y -y: Use A35FA top prate of SW to grider truss at bedrm 2. Use floor sheathing to face of wall below for transfer. Roof diaphragm: 2 x -x: 3991 #1 140plf max = Use 29ft of continuous solid blocking top plate to truss, per datail #4. Design truss for added 3050# lateral load. General: Use P1 -6 sheathing at all gable ends and gable end trusses, continuous with wall below. See detail #11. Upper floor diaphragm: b y -y: 3001# / 20ft of top plate = 150pIf < 177p1f OK Upper floor diaphragm: c y -y: Use 20ft long header at garage to transfer floor loads above to SWs. At living room use A35FA at each floor joist to SW top plate. Upper floor diaphragm: 2 x -x: (6503# - 3991 #) / 19.5ft of SW = 129plf < 177pIf OK 18915 - 142ND AVE. N.E./ SUITE 100 WOODINVILLE, WA 98072 PHONE: (425) 485 -4900 FAX: (425) 487 -6585 page 2 of 11 SW# plf SW # plf F.O.S. = F.O.S. = F.O.S. = F.O.S. = 1.34:1, OK 2.06 : 1, OK. 1.34:1, OK 1.58 : 1, OK ARCHITECTS NORTHWEST Date: 11/28/99 Plan : 1.12590A & gi I page 3 of 11 Check Overtlirning for}loidown Selection Uplift = [(ht x plf x width) - (2/3 D.L.x 1/2 width)] / width Note: No roof dead load used to resist shearwall overturning, It is considered equal to any uplift force from wind. location width V plf ht. M / width DL /If Uplift upper floor: a y -y = c y -y = 1 x -x = 15.00 16.00 2 x -x = 6.67 8.00 11.00 3 x -x 25.50 8.00 main floor: a y -y = 5.00 5.83 5.83 4.50 by -y= 10.50 c y -y = 1.88 1.88 1 x -x = 2x -x= 3 x-x = 5.00 174 plf x 8.67 174 plf x 4.00 174 plf x 4.00 200 plf x 4.00 200 pif x 3.67 200 plf x 3.67 200 plf x 3.67 3.67 23.00 5.00 4.67 19.50 17.00 17.00 58 plf x 58 plf x 155 pit x 155 plf x 155 plf x 85 plf x 85 plf x 204 plf x 204 plf x 204 plf x 204 plf x 286 plf x 390 plf x 390 plf x 390 plf x 390 plf x 101 plf x 101 plf x 101 plf x 333 plf x 113 plf x 113 plf x 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 9.093 ft. h. = 9.093 ft. h. = 9.093 ft. h. = 9.093 ft. h. = 9.093 ft. h. = 6.500 ft. h. = 6.500 ft. h. = 9.093 ft. h. = 9.093 ft. h. = 9.093 ft. h. = 9.093 ft. h. = 9.093 ft. h. = 9.093 ft. h. = Holdown and Shealrwali Summary Use (15) HPAHD22 w/ (16) 16d nails, 1 1/2" edge dist. Use (4) STHD14RJ w/ (38) 16d sinkers, 1 1/2" edge dist. Use (4) STHD10 wl (28) 16d sinkers, 1 1 /2" edge dist. Use (20) CS16 strap -361 w/(18)10d nails 1404 lbs - 1404 lbs - 1404 lbs - 1618 lbs - 1618 lbs - 1618 lbs - 1618 lbs - 468 lbs - 468 lbs - 1257 lbs - 1257 lbs - 1257 lbs - 687 lbs - 687 lbs - 1859 lbs - 1859 lbs - 1859 lbs - 1859 Ibs - 2599 lbs - 2533 lbs - 2533 lbs - 919 lbs - 919 lbs - 919 lbs - 3032 lbs - 1030 lbs - 1030 lbs - Shearwalls, plate nailing and anchor bolts per schedule - as indicated. 18915 - 142ND AVE. N.E./ SUITE 100 PHONE: (425) 485 -4900 80 lbs = 1272 lbs. Use : CS16 strap -36 "I w/(18)10d nails 80 lbs = 1175 lbs. Use : CS16 strap -36 "I w/(18)10d nails 80 lbs = 1299 lbs. Use : CS16 strap -36 "I w/(18)10d nails 80 lbs = 1512 lbs. Use : CS16 strap -36 1 w/(18)10d nails 80 lbs = 1512 lbs. Use : CS16 strap -361 w/(18)10d nails 80 lbs = 1521 lbs. Use : CS16 strap -36"I w/(18)10d nails 80 lbs = 1521 lbs. Use : CS16 strap -36 "I w/(18)10d nails 80 lbs = 72 lbs. Use : scheduled nailing 80 lbs = 46 lbs. Use : scheduled nailing 80 lbs = 1081 lbs. Use : CS16 strap -36 "I w/(18)10d nails 80 lbs = 1045 lbs. Use : CS16 strap -36 "I w/(18)10d nails 80 lbs = 966 lbs. Use : CS16 strap -36' l w/(18)10d nails 80 lbs = 14 lbs. Use : scheduled nailing 80 lbs = 476 lbs. Use : scheduled nailing 250 lbs = 250 . lbs = 250'Ibs = 250 lbs = 250 lbs = 200 lbs = 200 lbs = Notice: Concrete curb raised to achieve 3.5 to 1.0 slenderness ratio. 9.093 ft. h. = 3544 lbs - 250 lbs = 3241 lbs. Use : STHDI4RJ w/ (38) 16d sinkers, 1 1/2" edge 9.093 ft. h. = 3544 lbs - 250 lbs = 3241 lbs. Use : STHDI4RJ w/ (38) 16d sinkers, 1 1/7 edge 170 lbs = 170 lbs = 170 lbs = 170 lbs = 170 lbs = 170 lbs = Holdowns selected 14.46 lbs. Use : HPAHD22 w/ (16) 16d nails, 1 1/2" edge dis 1378 lbs. Use : HPAHD22 w/ (16) 16d nails, 1 1/2 edge dis 1378 lbs. Use : HPAHD22 w/ (16) 16d nails, 1 1/2" edge dis 1488 lbs. Use : HPAHD22 w/ (16) 16d nails, 1 1/2" edge dis 1732 lbs. Use : HPAHD22 w/ (16) 16d nails, 1 1/2" edge dis 2409 lbs. Use : STHD10 w/ (28) 16d sinkers, 1 1/2" edge di 2409 lbs. Use : STHD10 w/ (28) 16d sinkers, 1 1/2" edge di -371 lbs. Use : 5/8" AB w/in 12' of panel edge 639 lbs. Use : HPAHD22 w/ (16) 16d nails, 1 1/2' edge dis 657 lbs. Use : HPAHD22 w/ (16) 16d nails, 1 1/2" edge dis 1938 lbs. Use : HPAHD22 w/ (16) 16d nails, 1 1/2' edge dis 76 lbs. Use : 5/8" AB w/in 12" of panel edge 76 lbs. Use : 5/8" AB w/in 12' of panel edge WOODINVILLE, WA 98072 FAX: (425) 487 -6585 nssc „�dt4d4,,. i ARCHITECTS r I NORTHWES Design criteria per 1997 Uniform Building Code: 80 mph I exposure "B" Wind per Section 1615: Design Wind Pressure: P= CexCgxQsxlw Ce= Exposure Factor; Cq= Method Factor Qs =Wind Stagnation pressure; Iw =Importance Factor Site /Project Specific Values: Ce =0.62 (Exposure B c < 15' H); Cq = 1.3 (Projected Area Method per section 162113) Qs = 16.4 (Basic Wind Speed = 80 mph); Iw = 1.0 (Standard Structure Importance) Calculated Wind Pressures at Prescribed Building Heights: P = 13.22 psf < 15'F1; 14.28psf < 20'H; 15.35 psf < 25'H; 16.20 psf < 30'H; 17.91 psf < 40'H Earthquake per Section 1626: Ease Shear. V =3.0 x Ca x W / R (Simplified Static Method equation 30 -11) Ca = Soil profile type Sd, Seismic Zone 3 in table 16Q R = Rotation value from Table 16N ; W = Total Seismic Dead Load Vertical Distribution: Fx = 3.0 x Ca x w / R (Simplified Static Method equation 30 -12) Site/ Project Specific Values: Seismic Zone 3; Soil Type Sd; Ca = 3.6: R for wood structural panels =5.5 (plywood shearwalls) R for all other structural panels = 4.5 (gypsum shearwalls) V(plywd) = 0.1964W; V(gwb) = 0.2400W Redundancy Factor: p (Equation 30 -3) combined with r max equation (Section 1630.1.1) creates a design condition to attempt to keep p = 1 or less. Vmax is determined to verify if additonal redundancy factor (p) is needed. (Vmax = 2(Vw)/sqrt A) Standard Design Information (Unless noted otherwise on Plans): 18915 - 142nd AVE. N.E. / SUITE 100 JOB M2590A & B2f CALCULATED BY DATE I I f SHEET NO Y OF 11 Lumber grade: HF #2 or better; HF #3 c@ studs Glue -Lam beams: UBC Combination 24f -V4 Horizontal roof sheathing: 1/2" CDX -- 7/16" OSB w/ 8d 6" oc, at edges (140pIf allowable diaphragm shear w/o blocking) Horizontal floor sheathing: 3/4" T &G CDX plywd w/ 10d © 6" oc at edges (177p1f allowable diaphragm shear w/o blocking) Shear walls: See shear wall schedule: Note: gwb shear wall capacities are halved when resisting seismic forces. Anchor Bolts: 5/8" dia x 10 "L 48" oc, typical, unless noted otherwise. A307 or btr w/ 7'` min. embedment. Exposure B 80mph WDDDINVILLE, WA 9 FAX: (425) 8 SHEAR WALL SCHEDULE , (see 1997 UBC tables 23- It -1-1 , & 23- 11-I -2) P1-6 v = 198 Of 1/2" plywood or OSB equal, w / 8d (gun) nails © 6" o.c. Anchorage:. 16 d nails @ 5" o.c. OR 5/8" AB @ 48" o.c. to conc. P1-4 v = 304 plf 1/2" plywood or OSB equal, w / 8d (gun) nails @ 4" o.c. Anchorage: 16 d nails cD 4" o.c. OR 5/8" AB @ 36" o.c. to conc. P1-3 v = 389 plf 1/2" plywood or OSB equal, w / 8d (gun) nails @ 3" o.c. Anchorage: 3/8 "x5" lag screws at 12 "o.c.,or 5/8" AB @ 30" o.c. to conc. Use min. 3" nom. Studs @ adjoining panel edges. P1 -2 v = 516 plf 1/2" plywood or OSB equal, w / 8d (gun) nails @ 2" o.c. Anchorage: 3/8 "x5 ". lag screws @ 9 "o.c. ,or 5/8" AB @ 24" o.c. to conc. Use min. 3" nom. Sills and studs @ adjoining panel edges. P2-4 v = 608 plf 1/2" plywood or OSB equal, (2 sides), w / Bd (gun) nails @ 4" o.c. Anchorage: 318 "x5" lag screws @ 8" o.c. or 5/8" AB @ 18" o.c. to conc. Use min. 3" nom.Sills and' studs @ adjoining panel edges. P2 -3 v = 778 plf 1/2" plywood or OSB equal,(2 sides) w / 8d (gun) nails @ 3" o.c. Anchorage: 3/8 "x5" lag 'screws @ 7" o.c. or 5/8" AB @ 12" o.c. to conc. Use min. 3" nom. Sills and studs @ adjoining panel edges. 1. The shear values in this table are based upon the use of 8d, pneumatically driven nails with a minimum shank diameter of 0.113 "; into hem -fir grade studs. 2. Nail spacing is for all panel edges. Block all panel edges. 3. Spacing of nails along intermediate framing members is 12" o.c. • 4. Sheathing to be ABA rated, EXP1/EXP2/EEXT or C- C /C- D /Struct II plywood. 5. At double sided shear walls, offset sheathing joint by one bay min. .Also provide 4x blocking beneath sill plate, with nails staggered. ARCHITEL:TS NORTHWEST HOLDOWN SCHEDULE updated 7/30/98 STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge dist. STHD10 w/ (28) 16d sinkers, 1 112" edge dist. STHD14RJ w/ (38) 16d sinkers, 1 1/2" edge dist STHD14 w/ (38) 16d sinkers, 1 1/Z edge dist HPAHD22 w/ (12) 16d nails, 1 12" edge disc HPAHD22 w/ (16) 16d nails, 1 12" edge dist HPAHD22 w/'(19) 16d nails, >8" edge dist. 5/8" AB wfm 12" of panel edge CS16 strap -361 w/(18)10d nails CS16 strap-461 w/ (28)10d nails MST37 W/ (24) 16d nails MST48 w/ (34) 16d nails MST60 w/ (48) 16d nails MST72 w/ (56) 16d nails HD10A w1718" SSTB2B A.B.w/ (4) 7/8" bolts HDBA w/ 7/8" SSTB2B A.B. w/ (3) 7/8" bolts HDSA w/ SSTB20 AB w/ (2) 5/8" bolts HTT22 w/ SSTB -20 A.B.w/ (32) 10d nails. A35 F.A. w/ (12) Bd nails 18915 - 142nd AVE. N.E. / SUITE 100 (41425 -4900 r.,�,�,- ,.",rr,r �- a�. rc�hlvw :t�tcotµ5'tz+wv..trdr'Jeaa.:c we JOS M2590A & B2F-0 CALCULATED BY �1 Lei 4 C 9 SHEET N0. J OF DATE # listed for 1/97 Simpson Strong -Tie cat. # 2745# 2575#©6 "c. hem -fir table 2745# 2575# hem-fir table 44304 4220#©6 "c. hem -fir table 4430# 4220# • hem -fir table 1564,+©6 nails added for hem fir 2240# ©8 "curb (16) nails max at rim joist 2607#©6 nails added for hem fir. 500# 1353# 1650# 1850# 2945# 4415# 5150# 7823# 5301# 3038# 4085# 450# nails added for hem fir nails added for hem fir hem -fir table hem-fir table hem -fir table kern -fir table value reduced for Hem Fir value reduced for Hem Fir value reduced for Hem Fir value reduced for Hem Fir value reduced for Hem Fir • W00DINVILLE, WA 93072 FAX: (425) 437.652E uV}y�1ro�.t5!a(ylyrpv ;`�, 'lylyNC:lryy, -eT� �_w CHITELTS NORTHWEST 18915 - 142nd AVE. N.E. / SUITE 100 satikallimataa JOB CALCULATED 9? DATE M2590A & B2F-0 1111.9 (ler Zoo(• r—arvNi SHE T NO Co t W000INVILLE, WA 98072 FAX: (425) 487.6585 ❑ ARCHITEl..TS NORTHWEST gip i 189 - 142nd AVE. N.E. / SUITE 100 JOB M2590A & B2F Ue1 F1.2. CALCULATED 9v DATE 2 h•. 4. lG N..) (L)G c. F'- FL "y ( )to.l 11 ("2- SHEET i� NO - 7 O 10.J r BEPRM 5 IbvU •..54'' N.1 He M BEPSM PRWIDC MIL 221196' ATTIC y'Ace Access I161.11_ ws. BONUS C/dtlerT (8)c • .a c=am CIQ of 3• i gt z N J. • W00DINVILLE, WA 98C FAY.: (425) 427 6` R; n,• w rs n �� . t,i� }��•:51"�'�':,�"r'S�'! ��I;kX + ✓ „•'rNS;� J q}�i>;t��11 • ❑NORTHWEST 18915 - 142nd AVE. N.E. / SUITE 100 _ ,t ,: ? + i4:0a7'ii G' m %a.:'q. : .n•<.. JOB M2590A & B2F-0 CALCULATED a1' bn4tN Pu2- DATE { l 1 l SHEET NO 8 OF WOODINVILLE, WA 98072 v• 1.6.21,4P7-652E APCHITE..:TS NORTHWEST • lb' DO SLA I5 ON GRADE 4' CaDIC.. GLAD CA/154, 1411. BLAGG WPM 5Aw•JER ON 4 EIRANLL• PILL 61.0re 4' TorLIND (2) 04 TOP BARS I . WIN DK Ote STE91 e lotALL. MK 16' Deets i ADV. Wm'. Fr& 23•5 P.T.1.1:0662c D 5/6 DIA. te 5' 1...A6 5041.46 • 16" O. 4 OIA. Pr! ao..Lo4c). slue oui eue4t • 16" 04. 0) 41 leA 44. 0 vt. JOB PA2590A 81 B2F- CALCULATED B? DATE I 1 SHEET NO OF (±IA) ST4401 c l'itr cta- P.Ave.0 ero. cq) ,s7440 !Laza 4 ,1 1 1,scv... rife L' t3 WOODINVILLE, WA 18915 - 142nd AVE. N.E. / SUITE 100 9.86057E 40.; • V 1 APCHITEC rs CAL N & -0 CALCULATED e, cS'A tL A f2e NDRTI I_ IVVEST DATE tt (1-9 q ( SHEET NO ° Q � - 1 1 tw.i ..-- �■ ' Vi • /am •� 'r _ Jill Mr. i.. l,— 7.... NNE MIMI • �i .gym ri�LM' �� ►ter :' '� /b.. --...� � _...__._..I -11i w ilimprximik AM 1 rr►�� �� .. f • • I • ft /MI — . -' • .� a. � - a� •.. IIMINI ail 11111111 — • b. • _ MI .I,.. MO tea. 4111 -- � -- mar =_ 1111•••./111•111•1 ter_ = ►. Is — r� -te• sr •► 1111/..NNIMMI 11-0-1V 041111111111 • ` 2) ,J /Yd ? o ¢9t, Qk1PPea. ticc O- 18915 - 142nd AVE. N.E. / SUITE 100 W000INVI � WA 980 ,,, ^1 ••�. •.. , r, �, nom ^ onn FAX: (425) IL, 42 7.55c y h_, �• Ay n .•u6 «r.. n.`. t. .,f ra Nor ... {4r ,WZ f: TYPICAL END CONDITIONS • � • � aE Sp1 . I. NAILED PORTION •:, ': Fp7 ' L• r , 13,x+ S krPDSr_ • Sfula/1R , 1 �1 ::. :0NAIRIILEDwi ��- aF 1><` � �,' - • i --� ;j Typical Floor- T ' �i� , . _.:••:.: to -Floor Tie - •. • '� Installation ', • .'I1y ` . ONE • S R Fes„" • • • ONE • showing a �FR RN ER IN HEAR �+�+ . lya�� (� .- � • . ZJ Cl Span • • :, �0 CONE • MST37 W/ (24) 16d nails 1850# • - MST48 w/ (34) 16d nails 2945# • • MST60 w/ (48) 16d nails 4415# HPAHO.22 Typical STHD14RJ MST72 w/ (56) 16d nails 5150# Rim Joist Installation . • _„_ • • • . FNC i ' 1 _- • • • • t :N GT` 1 1: TM _�- :.. • • • •• 1 r ; ,,_ . • • 1111441 • • ONE N . • SHEAR CONE Typical CS ce^ raoyl • • 12• MIN. LENGTH MBAR Installation I I f � • ' u a Floor -to- Floor Tie V✓ ( • \, Typical HD5A % k3 . " I „ Holdown - Installation with i �� `' - �" 3p t ;' • • cN" . SSTB anchor bolt. i s - MIN R�AAR , , Pmmd1, - - 1 1 i• iN , Washers are not required ,,,,, ,..• • I at the base. ,. �' ; �' • 1y= and tlaunee 1r anal number of ovenea nut • In ncn end d HD10A w/7/8" SSTB28 A.B.w/ (4) 7/8" bolts Typical STHD CS16 strap -361 w/(18)10d nails 1353# HD8A w/ 7/8 A.B. w/ (3) 7 /8" bolts Corner Installation CS16 strap -461 w/ (28)10d nails 1650# • HD5A w/ SSTB20 AB w/ (2) 5/8" bolts with 3 -2x studs SIMPSON STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge dist. 2745#@8 "c. 2575#6 "c. STHD10 w/ (28) 16d sinkers, 1 1/2" edge dist. 2745# 2575# " edge dist. 4430# @8 "c. 42206 "c. STHD14RJ w/ (38) 16d sinkers, 1 12 # Str+oingZ�ie STHD14 w/ (38) 16d sinkers, 1 1/2" edge dist. 4430# 4220# CDNNEZluAS NOTE: ALL VALUES ARE TAKEN FROM SIMPSON CATALOG, Form T-HEMFIR-2 11/97 exp 1/99, OR CATALOG C -98. VALUES APPLY TO HEM -FIR LUMBER, UNLESS NOTED OTHERWISE. • ARCH ITECTS NORTHWEST 18915 - 142nd AVE. N.E. / SUITE 100 JOB CALCULATED BY DATE M2590A & BZF 0 II Ii0 SHET NO. • WDDDINVILLE, WA 98072 CH ITEL•TS cos & I'!. CALCULATED BY E .1 NORTHWEST DATE ,<<l..(4, SHEET No ItA �I Ibd " 0.C. SHEAR WALL PER PLAN DETAIL A DETAIL A SIM. LATERAL. DETAIL 4 TYPICAL ROOF DIAPHRAGM LATERAL DETAIL II SUITE 100 NOT TO ROOF 9ZAFtIN5 PLAN 2xb SOLID 3LOGKING • 48" O.G. (3) 16d TO 3LOGKIN5 EACH END Tr". NOT TO SCALE 2x SOLID BLOCKING FLOOR JOIST — PER PLAN IOd • 6" O.G. PER PLAN . Sd COOL-9R. • 4" O.C. • 1 i 1 LATERAL DETAIL t LATERAL DETAIL I SHEAR WALL PER PLAN (2) Ibd • 6" O.G. U.N.O. bd e 6" O.G. rrP. • °oroM P t RIM JOIST S` SHEAR WALL SCHEDULE FOR NAILING PATTERN SHEAR WALL PER PLAN NOT TO SCALE (5) Ibd • JOIST t DIAPHRAGM DOUBLE JOIST 2x SOOID SLOCKIN& o SHEAR. WALL NOT TO SCALE VV00DINVILLE, V' /# _ 9S07 ttr Mht:. :ts:BtL� .. �� .P. 'Y";7"t: t,'F,e.�;�[ ...�; k.f.�` ..41 l i:. �Sd•• r i.Yl � W 4 G ,OZ ° G ° a C ° n a, ° ,OZ i PATIO GARAGE o cv FFE 99 I � X ,OZ MAIN FLOOR FFE 100 Theee plans.,,have been L Works Depart nt for c A CITY Of TUKS'itA NIPROVED MAY - 1 2003 AS NO I c. U RECEIVED APR 2 9 2003 TUKWILA PUBLIC WORKS / 7 • ,, ELF COPY RVES1ON Nb. 5S6 0 wed by the PI b . c onformance with 4u ityQ tandarc s. A ceptance is subject to crro omissions \i t1 do >.0;+1onta►giolations �f adopted stan ards or ordinances. The respons b� for the adequacy of the design rests totally v ith q Y designer. Additions, deletions or revisions to tge5G drawings after this date will void this acceptance an. i quire r� rimittal of revised drawi gs RECEIVED • quent a prt CITY OF TUKWILA nil acceptance is subject to fil.PdRir p5ce 3 11y ublzk Works. .utilities . inspeCit,g6 CENTEF / By: C =NS MIIIM IMO =Ile IMO •■•••1H • N8978'48 "W 75.00' "bo2r5q 4' Max. Height 1' Min. 1 connect to catch basin, Outlet Pipe Undisturbed soil rill Standard Steel Pipe Railing with Welded Joints Hot —Dip Galvanized, Astma 3. Ornamental Iron Handrail may also be permitted with City Engineer Approval. 10' post to post spacing with stip fit expansion joints. 4' Diam Galy Steel Sleeve 011 L4 Non —Shrink Grout + tA 1 12' 12' No structures, roadways, or parking lots in this area. 17' 2X SEE ABOVE FOR ROCKERY DETAILS tgnpfiy,, Of TuRystA MAY - 1 2003 Aks mho City of Tukwila NOTES: VIEW FACING ROCKERY AND OUT ET PIRE DATE: 11/15/96 No footings of structures (including other rockeries Free — draining backfill; min.12' wide layer of 2' -4' quarry spoils adjacent to rockery. L-- Stable cut face in native material 1' diameter washed gravel; min. 8' cover over pipe; min. 2' gravel under pipe, 12' wide. Min. d' dia. pert. PVC. SDR 35 pipe /MSHTO M27B /ASTM 3034; min. iX continuous slope to outlet; pips wroped In filter fabric(Mirafi or equiv.) Place pipe between rocks to avoid weight. RECEIVED CITY OF TUKWILA APR 2 5 2003 PERMIT CENTER . Rock shall be sound and have minimum density of 150 pounds per cubic foot. ▪ The long dimension of all rocks shall be placed perpendicular to the wall. Each rock should bear on two rocks In the tier below. . Rockeries are erosion— control structures, not retaining walls. Native material must be stable and free— standing in cut face. . Improved walking surfaces above and adjacent to rockeries over 30' in height shall be protected by a rail conforming to UBC 1711. • Bass rock is 2 —man minimum. (2 mon rock .• 200 -700 lb 18' -28') • Shop drawing for all rolling must be city approved prior to fabrication. ROCKERY & SIDEWALK WITH SAFETY RAIL vat to ... RS -5 04/30/2003 05:01 General Contractor Grading Cordraetor 10 Ara approved Plans/Permits on -site ❑ Yes ❑ No Project No. Permit No. 4257460860 Earth O xisuttants, Inc aeevrenneal a,..a Otoicel l+ I ei,.lrermersi Se.r,i,* avrtmeltelMesr.liloe / Asap u 1/Waft 1805 13®th Pim N,E„ Suite 201 8 91111ewe. WA 0/1006 tie4lvue (426) 543 3790 s Taft Free (/1841) 7394670 FAX (42) 748.0860 DAILY F1EW REPORT Job LaMar' 102 r r .4,og_ /173 /r � " QOM*? obntractor. aup.rtrAendent Grading Foremen Ae44tf NO15NHQt EARTH CONSULTANTS PAGE 02 Field Rep. 'Rsx Time On Ste /AA'3 Trerl Time Pend No. Job No. Time Off Site Miles C i ZOLSE86ESZ Page f °� 1 / Owe Weather tire. Charged Magma 2- C erstiOwner Received U nnchecked By If No, contact the building department or explain below, COPY TO: CONTINUED ON NEXT PAGE 0 Report No, Day of Week Date (.0(0 80 :00 666t/0E/80 z w oc� 00 (n W J F-- W O J • Q in s i w z = 1—O z 0 O — D i- W W F� U.-. O .• z W • = O ~ z 4/30/2003 05:01 4257460860 Earth consultants, Inc cceeeirdan moires centuples a siverevesvamovies o%L7nene Teem a Keo / *Aim Utamees1 *Mae 1804 I3e41 Place N.E. Sufi. 201 a Bellevue, WA NUM Bellevue (47S) 6433780 • Tog Free (688) 739.6670 FAX (425) 748.0960 DAILY FIELD REPORT Pn eay Job Lecalion General Centtaeter Grading Ccriesetor Are approved Plans/Permits on.slto D Yes Q No Project No. Permit No. Z0 S9dd G � NOISNHOra EARTH CONSULTANTS PAGE 03 Field Rep. Tine On VW Trawl Time Peru No. Job No. /7 rite Off Site Mrs. CMaged Genre! COntraetore Superintendent If No, contact the building department or explain betow: Pepe of z C(bntiOvrr1er /- Weather Received Unoh.elred By Report No Day of Week Ir4a tP /"cfir /2 — 4 , 011t214. 1 301.5E86E9Z 80:00 666t/0E/80 z ~ w • 1 O 0 N 0 -i _ H � Li_ w co = d F._w z t— 0 z 1— w • w U � o N 0 1-- w W "- o .. z w • = 0 z MA CARPET G. R.S. CARPET R.45. R. 0 GITY OF J 4 °VILA APPROV, R) i 2 4 SLIDER 5.G. OP 3 40' -O ° 4 ° 4 0 SKYLIGHT 2 IV LAM. GLASS. ABV. NO5 . 4 :per(iM1 .S $3S L\b)" • 4�k0� ^'+Fmc+rwr.r.He��r�e........ ... .`....•� CARPET 1IOVO 5.D. Q° SLIDER („N 13' -O" 1 1/2 6LB If3E177 f' -o" I PI -6 elk PR 22 "x36" ATTIC SPACE ACCESS INSUL. * W.S. "'ali NO z r I understand th. ttelbject to error• + t - _:nd ' ' tho,rize rdinance. ppr5 Plan omissions Check appro als a and ape oval the violation of any Rece pt of , on- d plans ckn , ledg - 1 `9 O e if • . . • ans does not adopted code or tractor's copy of ED 4W/.A _�t 200Y y o_ — am Date Permit No. 2 er 9- MA CARPET G. R.S. CARPET R.45. R. 0 GITY OF J 4 °VILA APPROV, R) i 2 4 SLIDER 5.G. OP 3 40' -O ° 4 ° 4 0 SKYLIGHT 2 IV LAM. GLASS. ABV. NO5 . 4 :per(iM1 .S $3S L\b)" • 4�k0� ^'+Fmc+rwr.r.He��r�e........ ... .`....•� CARPET 1IOVO 5.D. Q° SLIDER („N 13' -O" 1 1/2 6LB If3E177 f' -o" I PI -6 elk PR 22 "x36" ATTIC SPACE ACCESS INSUL. * W.S. "'ali NO z r (2) F.J. (2) F.J. CARPET DININ& ('ITy O T ' `1K ! LIVING , CARPET JUN 2 0 ?003 PERMrT CEN ,,_ A35FAL @TOP PL. TO EA. FL. JST. ABOVE. 2x4 DECKING 6x8 D.F. #1 CONT. IF PORCH Vey 'r3R x30" SARI J • 4 RN.IN.H�' 5' L. 'HG AGE. Fl —2 )N RAI° ED GU )3I" A.N.F. to IiL. • 36" HIGH RAIL'G II IL. GITY OF TISK NIU JUN . ,i F- tip O 9 8x8 P.T. POST - May 5, 2003 City of Tukwila Building Department Tukwila, Washington Re:. CASCRile Glen Development Lot 14, and lot 19 Tukwila, Washington Gentlemen, The chimney bump out attachment to the exterior wall of the above two residences is acceptable to this office, if you have any questions please give us a call. Sincerely, naiad Y. Set as , P.S. •gar s, zao3 [muiRa 41 z + t•-. 1 SA ®RA CON ULT1NG STRUCTURAL ENGJNEERS INC. 2200 MERCHANT WAY EVERETT, WASHINGTON 98208 TEt1FAX: (423) 379 9025 E•MAfL: K3ABRA8WORLDNET.A7T.NET 7 N f` \ • � :; J D Ar,71i3 1T +.i.. -... r.. _ �..,...__.._ .......e ^ r +�+•w- r+�nw.'C'crvu..IN.+r,... Pan+... mvnAt^ nk. n3Mi� *`O�n'.^h:Ei]`h'.4RM'1MC7�. 'dtl!1�iS19.`!'ANN44", PERMIT DESCRIPTION Short -term Nonprofit Type A Issued for 72 hours to nonprofit organizations for assemblies, bike races, block parties, parades, parking, processions, nonmotorized vehicle races, street dances, street runs. Flat Rate $50 Short -term Profit Type B Issued for 72 hours to for - profit entities for fairs, house moves, sales, street closure. Flat Rate $100. Construction Type C Issued for 180 days for activities in the right -of -way and on private property. These activities include sewer, water, storm drainage, grading, street improvements, boring, culverts, curb cuts, paving, driveways, fences, landscaping, painting /striping, sidewalks, trenching, utility installation /repair. Calculated fee based on construction value. Fee estimating sheet attached. Long -term Type D Issued for periods greater than 72 hours for activities which do not disturb the right -of -way including: air rights, bus shelters, access to construction sites, loading zones, newspaper sales, recycling facilities, sales structures, sidewalk cafes, awnings, benches etc, underground rights, utility facilities, waste facilities. Flat Rate $100. Potential Disturbance Type E Issued for 180 days for activities having a potential to disturb the right -of- way, such as hauling 6 loaded vehicle /hr /8 hr day for 2 or more consecutive days or hazardous waste hauling. Flat Rate $100. Blanket Type F Issued for 365 days to telecommunications and cable franchisee, and utilities for connections, repairs, and emergencies. Flat Rate $250 plus $5000 PW inspection deposit. Flat Rate $100 /PW Inspection. CITY OF TUKWILA Public Works Department 206 - 433 -0179 PUBLIC WORKS BULLETIN 1 PERMITS AND FEE ESTIMATES Effective October 16, 2002 This Bulletin summarizes permits Public Works (PW) issues for onsite development and for activities in the right -of -way. Public Works permits can be issued as part of a building permit or as a Miscellaneous permit. This Bulletin also contains a form to help you estimate PW construction permit fees. Most Public Works permit fees are flat rates, except for Type C permit fees, which are based on the value of the construction work. For Type C permits, PW collects a base application and plan review fee when the application is submitted and a Permit Issuance and Inspection fee when the permit is issued. Flat rate permit fees are due when the permit is issued. After the permit is issued, PW may assess additional fees for Revisions and inspections. These additional fees must be paid before the PW Final Inspection occurs. Approved 09.25.02 Flood Control Issued whenever there is construction, development, or substantial improvement within a shoreline, a special flood hazard area, or a flood - prone area. An FCZP grants approval to construct or develop within a flood hazard area, a flood -prone area or the shoreline, but does not replace the need for additional permits such as a building permit or a land altering permit. Flat Rate $50. Water Meter - Permanent Issued for domestic water supply for all new or reestablished services when sewer discharge rates are calculated based on water usage. Each individual building requires a separate water main tap. The fee includes a City - provided water meter. Fee Sheet Attached. Water Meter — Water Only Issued for a separate service from the main that will not discharge to the public sewer. The fee includes a City - provided water meter. Fee Sheet Attached. Water Meter - Deduct Required to meter water not discharged to the public sewer. The Permittee provides, owns, installs, and maintains the meter. This meter is installed downstream of a permanent water meter. An example is landscape irrigation. Flat Rate $25. Water Meter - Temporary Required for use of public water, on a short-term basis, where a metered supply does not already exist. The Permittee rents the meter from the City. Examples include dust suppression during construction or water supply during hydroseeding. Fee Sheet Attached. Reviews Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Revisions Charged for each revision to approved plans. Fee per revision is 25% of the Issuance and Inspection fee. Inspections Charged for each inspection after the first two at a rate of $47.00 /inspection. PUBLIC WORKS BULLETIN 1 PERMITS AND FEE ESTIMATES 2 PUBLIC WORKS BULLETIN 1 PERMITS AND FEE ESTIMATES TYPE C PERMIT FEE ESTIMATE PW Type C permit fees are calculated. PW collects an Application Fee when the application is submitted and a Permit Issuance and Inspection fee when the permit is issued. Applicable permits having flat rates are added to the calculated fees and are due when the permit is issued. You may use this form to estimate PW Permit fees. This is an estimate only. Actual fees may vary. If you do not provide contractor bids with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. The permit fee covers the cost for two reviews and two inspections. The permit fee does not include fees for additional reviews, additional inspections, or for revisions to approved plans. These fees are charged separately and must be paid before PW Final Inspection. PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION Estimated fees may be adjusted 1. APPLICATION BASE FEE 2. Enter total cost for each improvement category: A. Water ia-c) B. Sewer C. Storm water D. Roadway Improvements E. Total Improvements (A +B +C +D) 1 ? 3. Calculate improvement -based fees: F. 2.5% of first $100,000 of (E.) G. 2.0% of amount over $100,000, but less than $200,000 of (E.) H. 1.5% of amount of $200,000 of (E.) 4. TOTAL PLAN REVIEW FEE (F +G +H) 3 $ 250 QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 - 100 $23.50 101 - 1,000 $37.00 1,001 - 10,000 $49.25 10,001 - 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 - 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. PUBLIC WORKS BULLETIN 1 PERMITS AND FEE ESTIMATES TYPE C PERMIT FEE ESTIMATE 5. GRADING Plan Review and Permit Fees Total excavation volume Total fill volume S cubic yards 'C cubic yards For excavation and fill on the same site, base the fee on the greater of the excavation and fill volumes. Use the following table to estimate the grading application fee. TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ Zc 0 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. 4 QUANTITY in CY RATE 50 or less $23.50 51 -100 $37.00 101 - 1,000 $37.00 for 1 100 CY plus $17.50 for each additional 1,000 or fraction thereof. 1,001 - 10,000 $194.50 for 1 1000, plus $14.50 for each additional 1,000 or fraction thereof. 10,001 - 100,000 $325.00 for the 1 10,000, plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1 100,000, plus $36.50 for each additional 10,000 or fraction thereof. Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) $5.00 7 -5 (33 %) $3.30 5 -2 (25 %) $2.50 2 -1 (10 %) $1.00 0 -1 $0.00 PUBLIC WORKS BULLETIN 1 PERMITS AND FEE ESTIMATES TYPE C PERMIT FEE ESTIMATE PERMIT ISSUANCE AND INSPECTION FEE - DUE WHEN PERMIT IS ISSUED Estimated fees may be adjusted 6. TOTAL Permit Issuance /Inspection Fee (F +G +H) $ 3-c) 7. PAVEMENT MITIGATION FEE The pavement mitigation fee compensates the City for the reduced life span due to removal of existing roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table to estimate the pavement mitigation fee. 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. 5 70%Jri'rfia6hcnN PUBLIC WORKS BULLETIN 1 PERMITS AND FEE ESTIMATES TYPE C PERMIT FEE ESTIMATE 9. TOTAL OTHER PERMITS (Total A -D) A. Water Meter - Deduct ($25) B. Flood Control Zone ($50) C. Water Meter - Permanent* D. Water Meter - Water only* E. Water Meter - Temporary* * Refer to the Water Meter Fee Sheet on page 7. 10. ADDITIONAL FEES (Total A -H) A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Special Connection (TMC Title 14) $ E. Duwamish $ F. RCFC $ G. Storm Drainage Mitigation (TMC Title 14) $ H. Other Fees $ _ex fer ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) 6 WATER METER FEE SHEET Permanent and Water Only Meters Size (inches) Total Fee 0.75 $600 1 $1,100 1.5 $2,400 2 $2,800 3 $4,400 4 $7,800 6 $12,500 Temporary Meter 0.75 $300 2.5 $1,000 PUBLIC WORKS BULLETIN 1 PERMITS AND FEE ESTIMATES WATER METER PERMIT FEES 7 Revision No. I Date Received Staff Initials I 1 Staff Initials Summary of Revision: Date 1 Staff Issued I Initials 2 1 G •zo -o3 I SXS I Summary of Revision: pplif1e 2 41.-&--0 4s — 40/4 eedmi. Z IIU c.7 1-,�t 604 � egd1��1'! Received By: Revision No. ' Date Received Staff Initials Date i Staff Issued I Initials I 1. Summary of Revision: I Received By: Revision No. Date Received Staff Initials Date Staff Issued Initials 1 1 I Summary of Revision: Received By: PROJECT NAME: tea% /d7` /9 Site Address: /3E-S7 `ry " nt. S - -- Revision I Date Staff No. , Received Initials Summary of Revision: REVISION LOG Received By: PERMIT 10 :. 1?) 2 1 Original Issue Date: /-2/--,3 Date Issued Lntr./ 2 -0 3 I c (please print) Staff Initials (please print) Revision No. Summary of Revision: Date Received Staff Initials Received By: Date Issued (please print) (please print) please print Staff Initials ACTIVITY NUMBER: D02 -369 PROJECT NAME: CASCADE GLEN - LOT 19 SITE ADDRESS: 13251 40 AV S DATE: 06 -23 -03 _Original Plan Submittal _Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 After Permit Is Issued DEPARTMENTS: BuiIk`Division Public Works ❑ PERMIT COORD COFY PLAN REVIEW /ROUTING SLIP Fire Prevention ❑ Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 06 -24 -03 Complete [2 Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R9UTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVAL CORRECTIONS: Approved Approved with Conditions ❑ Not Approved (attach comments) El Notation: REVIEWER'S INITIALS: DUE DATE: 07 -22 -03 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2-28-02 M ACTIVITY NUMBER: D02 -369 PROJECT NAME: CASCADE GLEN — LOT 19 SITE ADDRESS: 13251 40 AV S Original Plan Submittal Response to Correction Letter # DATE: 04 -25 -03 _Response to Incomplete Letter # X Revision # 1 After Permit Is Issued DEP EN /1-�e BuiIain,Division n Public 671A � lip o3 APPROVALS OR CORRECTIONS: LIZmrr CCoRto COPY PLAN REVIEW /ROUTING SLIP Approved ❑ Approved with Conditions Documents /routing slip.doc 2 -28.02 Fire Prevention Fi [P Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO)JTING: Please Route , Al Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: REVIEWER'S INITIALS: PERMIT COORD COPY 69L, n/6 4 - Z 41125 Planning Division Permit Coordinator X DUE DATE: 04 -29 -03 Not Applicable ❑ 0 DUE DATE: 05 -27 -03 Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: �rnrp r?7r'krf!fr¢T'.A DEPARTMENTS: IM AWL' a-41-01.- Building Division 0 TUES /THURS ROUTING: Please Route IV11�° COORD COPY PLAN REVIEW /ROUTING SH P ACTIVITY NUMBER: D02 -369 DATE: 12 -13 -02 PROJECT NAME: HILLSIDE HOMES SITE ADDRESS: Alf 5 X Original Plan Submittal Response to Correction Letter # Revision # After Permit Is Issued Response to Incomplete Letter # 5 G /-7 Fire Prevention Public Woks Structural b -IiiA AUX IZ -23-62 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete ED Permit Center Use Only INCOMPLETE LETTER. MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required 0 No further Review Required AT I -IS d 3 Planning Division Permit Coordinator DUE DATE: 12 -17 -02 Li )it Not Applicable ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01 -14 -03 Approved ❑ Approved with Conditions ] l ' No Approved (attach comments) ❑ pP pp pP Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg DI Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 wtvM1 . , 00. 11A0 ve! rige.Sl1AMtot4..4.4nnW ;l. Mnhkr4lllMYMYewf f.w-YN1x.:f.f �'.f� 1, . i \IUi1 1 "i DATE: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 6/ t l6 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 0 Response to Incomplete Letter # 0 Response to Correction Letter # Revision # 2. after Permit is Issued Project Name: �� C' G L ►'�-� Project Address: 1 Z SA 43 , Contact Person: `t� �t✓ �- Summary of Revision: TT - 'r-ez) / 'FL-1 O'�'('1 �� t tm ? L t II I IJA , Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center bv: 0 2/ Entered in Sierra on Plan Check/Permit Number: d 3- O`er (o tDcD 2 - 3 6 0) Phone Number: ( ) ' 06 87Lf RECEIVED GfT1' OF TU Kwsu JUN 2 0 ZuuJ PERMIT CENTER 08/30/00 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: / `a ED 3 Plan Check/Permit Number: - D p 1 -- 3 ( " ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # I after Permit is Issued - Project Name: A ' ' Le) + \ 9 Project Address: 1325 ^ JTc4 Contact Person: r A'•( 1 '''l�p Oa- Phone Number: �.6A) 3 , 6 E3 72 Summary of Revision: 1.--% Received at the City of Tukwila Permit Center by: Entered in Sierra on G t i(a -5 )03 VA A CITY OF TUKWILA APR 2 5 2003 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision TER 08/30/00 R 1 .dential Sewer Use Certific ';on (To be completed for all new sewer connections, reconnections, 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.) 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 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 recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. 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) 684 -1740. (Please print or type) Owner's Name 5Z9 -e" Col'c.-tjee Ne)K eS, L-L-e__, (Last, First, Middle Initial) Property Tax I.D. Number 7 39 O6 c) D' 2' Subdivision Name 1 I Subdiv. # Block # Lot # Building Name (if applicable) Property Street Address 1 2 f All `j City, State, Zip Owner's' Mailing Address'r 131167 SI •4 . &" "pt- blab) (If different from above) w 74- 4 , "Owner's Phone Number ( 2 ) 3cks. 6 b7Ii ,,Property_ Contact Phone Number ( ) l'kktS LQ (if different from owner) Party's Mailing Address City or'Sewer District \Y" L.-- VLJ1 Date of Connection Side Sewer Permit # 1) 0 - 3 Demolition of pre- existing building? ❑ Yes ❑ No Type of building demolished? Sewer disconnect date? ` Please check appropriate box: Single- family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units ❑ Mobile home space (1.0 RCE per space) No. of Spaces Signature of Owner /Representative x 0.64 = x 1.0 = Residential Customer Equivalent (RCE) 1.6 2.4 3.2 Print Name of Owner /Representative '"'mac �tt.1t �Z-- 1057 (Rev. 8/01) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer For King County use: Account # Monthly Rate Six Month Due For condominiums, please fill out Supplemental Form A in addition to this form. 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 of corrected data for determination of a revised capacity charge. Date �aY"..i..i:li ":�, ;a:• rr ?:.:i,..:�i "�.:: ::= :�i:•�'; 1:•...: err.., °.c?^.;'.tV.e�C�n�r �e.:."„^ 2d. R.," c:: �rrTk; H. i:).. 1�,N,: S} 4Y+ ur. 1. wnr;} �S. t;: K:»; N.: 1." rY+,' R, Y.. vxgry; Kt;yneri�� {'<;�':SC,kY <`fr'C+}i REGISTERED AS PROVIDED BY LAW AS' CONST CONT GENERAL REGIST. # EXP. DATE CCO1 JAKDECCO23NS 09/04/2004 EFFECTIVE DATE ' 08/10/1998 J A K DEV & CONST CORP 13407 51ST AVE W EDMONDS WA 98026 Sign Issued by DEPARZf ENT OF L' BOR AND ENDUSTRIES ttave vallft... • I •I I I •I 9�•(1S i )H 1r I WI, '�1, INC. PRIOR TO CONS 'RUCTION rqR •1L,11 ', i i2t1CTURE BUILT I RCIM - I1I'' E PLANS. IIESI PLANS ARE COr 1 IGHTr: A: , Oli(IANCE 'II FEDr.I>AL "TATUTES RF.RRC :DL;I:TIUN by AN AT 'HOC) 01 Al 1_ JR POR TONS or 'REST I'I ANS 014 ,ARIA1IONS 'HLREOI A I +WT WRITILN I'Lf:MISSION • I-C1.4 ARCHITECTS NA•'HAESI INC. S1R ■40IIIBIIED *HESC .)TAWINC.S *NO PI ANS '4ET RT11 ON THIS SHE( I AS IN`,'TI:UMENT' OP `_SERVICE ,RE AND SHAT I. RI MAIN, THE I' Y UI ,RCHITECIS NORTIIWT' -1. ''NC MAXIMUM LENGTH FEET "VI NORTHWEST 18915 -142ND AVENUE NE SUITE 100 WOODINVILLE. WA 98072 OFFICE. (425) 485 -4900 FAX: (42.5) 487 -6585 TOLL FREE: 1- 888.272 -4100 WWW.ARCHITECTSNW.COM MAXIMUM LENGTH FEET MAXIMUM ELBOWS I 50 4INCH 25' - 0" 4 INCH N425OC21 IO 50 5 INCH 90-0" 5 INCH IOO' -O" 3 50 6 INCH NO LIMIT 6 INCH NO LIMIT 3 80 4 INCH 2 114 :IL'NED H 1: UA IE ' HY. F1A iF D.H. 11/26/11 • AIFRAI RY: PAIF� AN"( II/25/gq I /SFP RA OAIE• SEW 2/1/0* 15' -0" 5 INCH FAN TESTED CFM ® 0.25" W.G. MINIMUM FLEX r,IAMETER MAXIMUM LENGTH FEET MINIMUM SMOOTH DIAMETER MAXIMUM LENGTH FEET MAXIMUM ELBOWS I 50 4INCH 25' - 0" 4 INCH 70' -O" 3 50 5 INCH 90-0" 5 INCH IOO' -O" 3 50 6 INCH NO LIMIT 6 INCH NO LIMIT 3 80 4 INCH 2 N/A 4INGH 20' -0" 3 80 5 INCH 15' -0" 5 INCH 100 3 80 6 !NCH q0' -0" 6 INCH NO LIMIT 3 100 5 INCH 2 N/A 5 INCH 50' -0" 3 100 6 INCH 45'-0" 6 INCH NO LIMIT 3 125 6 INCH I5' - 0" 6 INCH NO LIMIT 8 125 1 INCH 10' -0" 1 INCH NO LIMIT 3 OPTION 10 GLAZING AREA. S OF rLooR GLAZING U- FACTOR A 000R V -FAG TOR 2 CEILING 3 VAULTED CEILING 6 INCH 4 WALL- INT. SLOW GRADE h 5 rLO°R 80 -125 VERTICAL II OVERHEAD I. 12% 0.35 0.58 0.20 R -38 R -30 R -30 R -I5 R -i5 R -IO R -30 R -IO II. 15% 0.40 0. 58 0.20 R -38 R -2I R -2I R -IO R -3O R -IO III. UNLIMITED GROUP R -3 OCCUPANCY ONLY 0.40 0.58 0.20 R -38 R -30 R -2I R -21 R -10 R -30 R -10 REQUIRED FLOW (GFM) PER TABLE 3 -2 MINIMUM SMOOTH DUCT DIAMETER MINIMUM FLEXIBLE DUCT DIAMETER MAXIMUM LENGTH I MAXIMUM NUMBER CF ELBOWS 2 50 - 80 6 INCH 7 INCH 20' -0" 3 80 -125 1 INCH 8 INCH 20' -0" 3 I I5 - 115 8 INCH IO INCH 20' -0" 3 110 - 240 9 INCH I I INCH 20' -0" 3 FLOOR AREA, FT BEDROOMS 2 OR LEAST 3 4 5 6 7 8 MIN. MAX. MIN_ MAX. MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. <500 50 75 65 93 8O 120 95 143 IIC 165 125 189 140 210 501 -1000 55 63 10 105 85 128 00 150 !15 173 130 195 145 218 1001 -1500 60 65 90 15 113 90 135 105 158 :20 180 135 203 150 225 1501 -2000 58 80 120 95 143 110 185 125 188 140 210 155 233 2001 -2500 70 .05 85 128 100 150 115 113 130 195 45 218 160 240 2501 -3000 75 113 , 90 135 105 158 120 180 135 203 150 225 165 248 3001 -3500 80 120 95 143 110 165 125 188 140 210 155 233 170 255 3501 -4000 85 ;28 i 100 150 115 I73 130 95 145 218 160 240 175 263 4001 -5000 95 143 i 110 165 125 188 140 210 155 233 170 255 185 278 5001 -6000 105 138 120 180 135 203 150 225 165 248 180 210 195 213 6001 -7000 115 113 130 195 145 218 160 240 115 263 110 285 205 305 1001 -8000 125 :8 140 210 155 233 110 255 185 278 200 300 215 323 8001 -1000 135 '2. 150 225 165 248 180 _ 270 115 213 210 315 225 358 >1000 145 ' 160 240 175 263 110 285 205 305 220 330 235 353 Ste✓✓- RLQ...* V-' TS 'THE Naar u1N,FOQ`" BI...._DEE116 COVE. ALL APT? - GA8 E CODES AND AAJTF+O!R: T E5 HA i . NaG .CUR EDUCTION. 3e4& BE EOLLOr, G0s5TR.,:.TION T`'Pr- �. ►+N SE. 5•!:C ZONE 5 0 :.;PAY GROUP : R -3 i`c'y.; SP+= 80 MPH FIR° ZONE- 3 E.x OSi.RE OATE3ORY B CONTRALTOS TEPEE' AEE VOTES ✓ "'4i`''e.0 3 AND GOPL7 :7';C FR OR TO COPILS'Ta1GTION CON''R.A ;TOR SHALE PROVIDE TEMPORARY BRAG tiG AS RE^.: =RED . ^t" :_ ALL PERMANENT C.OEL E0 HAVE SE�^N M,A :L 'T 15 --E GONTRAZ:TO!R5 RE 5, TY TO IDENTIFY ALL S;•E''ANICIES TO T--E AR: TF_GT AT THE TIME THEY ARE \OTF-D. DIMENSIONS TAKE FREE a2E.`vCE OVER SCALD 5' rtNGS_ SITE WORK GF. SERA_ U':_ESS A SOILS :NVES"i &A`:ON REPORT BY A _NGE'.SED SO.LS E*.G `EE IS PROF /iDED, 7 .14E FOLNDATI0 DESIGN IS BASED UPON AN ASSV. ED AVERA%E SO _ BEA.R,NG CAPACITY OF 2,000 °SF. EXTERIOR F-OOT Si,_ SEAR : -6' MIN' - Jy' BELOW ° +NISHED GRADE. A_L FGOT!NGS - 0 5EAR ON FIRM, JMDIST RBED EARTH BELOW ORGANIC SURFACE SOILS. AL_ BAC.< FIE lA, ER.AL SHAL BE THC'ROUGHL" COMPACTED. FOUNDATION VENTS SHALL NOT INTERFERE WITH DIREC OA^. PATH OF COLUMNS. GO GENFZR.L GLASS AND 'USE A. FO' OT!NGS B. SLABS ON GRADE I. AIR E NTRA. E NG AGENT !3% TO 6%1 TO BE USED IN AFL CONCRETE FLAT WORK EXPOSED TO YNEEF.THER. 2. POSSO_,TH 300 SERIES (4 oz. PER 1CO* OF GEMENT; TO BE USED IN ALL CONCRETE• S. MIX MAY BE ✓DEIGNED IN ACCORDANCE %` TH HE PROVISIONS OF THE UNIFORM 8U:LDiNG CODE. 4. WATER TO CEMENT RATIO PER UN FORM BUILDING CODE. REINFORC ;NG STEE_ ASTM A6 5 GRADE 40, REINFORCING STEEL DETAILS SHALL BE PREPARED BY AN EXPERIENCED APFROVED RETAILER AND CONFORM TO STANDARD PRACTICE OUTLINED IN AGI REPORT 315. CONCRETE GOV ER OF RE; NFORG I. NG STEED. 5" CONCRETE OAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. I -I/2° CONCRETE EXPOSED TO EARTH OR WEATHER. 1 -1/2° BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR WEATHER. 3/4" SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER. GARFE\TRY GENERAL ALL FRAMING SHALL COMPLY WITH THE UNIFORM BUILDING CODE CHAPTER 23. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 6" MINIMUM CLEARANCE BETWEEN WOOD AND EARTH. i2" KNIMiUM CLEARANCE BETWEEN FLOOR BEAMS AND EARTH. IS MINIMUM CLEARANCE BETWEEN FLOOR JOISTS AND EARTH. LUMBER STRENGTH (UNITS IN PSI) STUDS F V HEM -FIR P3 15 STUD GRADE 15 JOISTS 4 RAFTERS HEE -FIR 1:2 HIEM -FIR 1+:2 F'G 2500 2500 BEAMS, HEADERS, LINTELS 4 GIRDERS 4" NOMINAL DOUG -FIR It2 6" NOMINAL. DOUG -FIR P1 GLUE LAMINATED TIMBERS DOUG -FIR LARCH (24E -V4) STRUCTURAL COMPOSITE TIMBERS LAMINATED VENEER LUMBER PARALLEL STRAND LUMBER LOADING ROOF FLOOR CEILING DECK INTERIOR PARTITION EXTERIOR PARTITION MINIMUM SLUMP SACKS / C.'. 5 -E2 - 4 r 5 -/ l - 4 (2x10) 15 1,075 (2x12) 15 150 95 85 285 210 15 PSF DEAD LOAD + 10 PSF DEAD LOAD + 5 PSF DEAD LOAD + 5 PSF DEAD LOAD + F 500 615 .160 1 ,350 165 2,400 1,800 000 2,600 2,100 25 PSF LIVE LOAD 40 PSF LIVE LOAD 10 PSF LIVE LOAD 60 PSF LIVE LOAD WOOD BEARING ON OR INSTALLED WITHIN I" OF MASONRY OR CONCRETE TO BE TREATED WITH AN APPROVED PRESERVATIVE. SOLID BLOCKING OF NOT LESS THAN 2x THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS. TYPICAL SILL ANCHOR BOLTS TO 5/8" DIAMETER WITH 2 "x2 "x3/16" PLATE WASHERS ■4 4' -0" ON CENTER UNLESS NOTED OTHERWISE. 1" MINIMUM EMBEDMENT. ALL METAL FRAMING ANGH< )RS AND HANGERS SHOWN ON DRAWINGS SHALL BE STRONG TIE CONNECTORS AS MANUFACTURED BY SIMPSON COMPANY OR APPROVED EQUAL. PLYWOOD ALL PLYWOOD WALL AND ROOF SHEATHING SHALL BE 1/2" CDX, UNLESS NOTED OTHERWISE. MINIMUM NAILING SHALL BE 8d 45) 6" O.G. AT PANEL EDGES AND 12" 0.G. IN FIELD. SPAN INDEX SHALL BE 24/0. ALL PLYWOOD FLOOR SHEATHING SHALL BE 3/4" CDX TONGUE 4 GROOVE UNLESS NOTED OTHERWISE. MINIMUM NAILING SHALL BE IOd ®6" O.G. PANEL EDGES AND 12" O.G. IN FIELD. SPAN INDEX SHALL BE 40/20. STAGGER ALL PANEL EDGES AT ROOF AND FLOOR SHEATHING. ORIENTED STRAND BOARD (0.3.5.) SHEATHING 'RODUGTS OF EQUIVALENT SPAN RATINGS SHALL BE ALLOWED. GLUE LAMINATED TIMBERS ALL GLUE LAMINATED TIMBERS SHALL BE DOUG -FIR LARCH, FABRICATED TO THE REQUIREMENTS OF THE US PRODUCT STANDARD PS 56. LUMBER SHALL BE OF SUCH GRADE TO PROVIDE NORMAL WORKING STRESS VALUES OF; 2400 PSI IN BENDING, 1,100 PSI IN TENSION, 1,600 PSI IN COMPRESSION PARALLEL TO GRAIN, 560 PSI IN COMPRESSION PERPENDICULAR TO GRAIN AND 165 PSI HORIZONTAL SHEAR (COMBINATION 24F -V4). GLUE LAMINATED TIMBERS TO BE AITC CERTIFIED. USE WATERPROOF GLUE. MANUFACTURED TRUSSES ALL TRUSSES SHALL BE DESIGNED BY REGISTERED STATE ENGINEER AND FABRICATED FROM ONLY THESE DESIGNS. TRUSSES SHALL BE STAMPED BY THE ENGINEER OR BY A QUALITY CONTROL AGENCY SUCH AS THE STATE TRUSS FABRICATORS COUNCIL. ALL TRUSS DESIGNS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. ALL NON BEARING WALLS OR PARTITIONS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD WITH AN APPROVED FASTENER TO ENSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL OR PARTITION. APPROVED HANGERS SHALL BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TRUSSES. ALL ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE FRAME WORK AND SUPPORTING WALLS SO AS TO FORM AN INTEGRAL PART OF THE WHOLE STRUCTURE. ROOF TRUSSES SHALL HAVE JOINTS WELL FITTED AND SHALL HAVE ALL TENSION MEMBERS WELL TIGHTENED BEFORE ANY LOAD 15 PLACED UPON THE TRUSS. DIAGONAL AND SWAY BRACING SHALL BE USED TO BRACE ALL TRUSSES. ALL TRUSSES SHALL BE DESIGNED FOR UNIFORM LOADING AS FOLLOWS: TOP CHORD 33 PSF OF TRIBUTARY WIDTH BOTTOM CHORD 5 PSF OF TRIBUTARY WIDTH • TILE ROOF 43 PSF TOP CHORD 5 PSF BOTTOM CHORD E 1,200,000 1,200,000 1,500 ,000 ' ,300,000 (,600,000 1,600,000 1;100,000 2,000,000 • 40 PSF = 50 PSF = 15 PSF = 65 PSF ▪ 7 PSF • 10 PSF A,. MASQNR' FIREI°LAGE9 AD-c' CHIMNEYS SHALL BE CO STR3ICTED TO CONFORM TO Ai`i APNp'.. ABLE 1cOR''I04.5 OF TUf J!^UFOR'•' BALD "5 C - ODE AND The E,?NIFGRlM "'ECHA't' C ^DE- r"EL.•E - .'r-.ER - 1tN1l4i,7- 5. a FIRE OL.AY (OR EGGIV /ALE\T' PER E'er,E AREA PER JIB< . CHIMNEYS Si.,. .+AL SiJPF'ORT. Off 71.4E :R O rtiEi6+iT LAsiLE55 SPEC F.CALLY DES:6'NED TO SUPPORT ADD : ;T":0 A_ LOADS. A`E FtREIEEAGES SHALL BE PRE: y DED YtT■ ',5 4 L FITT.NG FLEE DA 2S OPERATED Yt TH A READ LY ACCESSIBLE MAN JAL_ oR APPRO. '/ D A,;TOMATIG CONTROL AND AN 0.7 SOo.RGE OF COP'EtL 5T?O1i AIR MtNtM,.I'-i DUCT SIZE OF 6' SQUARE INCHES IN AREA PRO' /IDE1i WEE REA.ri.LY ACCESSIBLE DAMPER .LOCATED !N FRONT PART OF r 'REBO , k PREEABRGATED FIREPLACES. CH; MPEYS, AND RELATED CCMP0 'O BEAR J OR CB 0 SEAL OF APPRO /AL AND TO BE INS-TA-LED PER MANUFACTURER'S S ECIE1CATIONS HEARTHS SHALE EXTEND 20' (MTN; IN FR.CNT CF AND 12" (MIN.) BEYOND EACH SIDE OF FIREP,.AGE OPENINGS FIREFLACES SHALL BE PROVIDED WITH TIGHTLY FITTING GLASS OR METAL DOORS. INSULATION AND MOISTURE FROTEGTI ON GENERAL UNLESS NOTED OTHERWISE, INSULATION SHALL CONFORM TO THE WASHINGTON STATE ENERGY CODES INSULATION BAFFLES TO MAINTAIN •-I /2' CLEAR SPACE ABOVE INSULATION. BAFFLES TO EXTEND 6' ABOVE BATT INSULATION. BAFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION. INSULATE BEHIND BATHTUBS, SHOWERS, PARTITIONS AND CORNERS. FACE STAPLE BATTS. FRICTION FIT FACED BATTS USE 4 MIL 10.00 ") POLYETHYLENE VAPOR BARRIER AT WALLS. USE PVA PAINT WITH A DRY GUP PERM RATING OF ONE (MAX) R -IO INSULATION UNDER ELECTRIC WATER HEATERS. INFILTRATION CONTROL I. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOORS, AND ROOF, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE. INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, GASKETED OR WEATHER- STRIPPED TO LIMIT AIR INFILTRATION. 2. ALL EXTERIOR DOORS, OTHER THAN FIRE -RATED DOORS SHALL BE DESIGNED TO LIMIT AIR INF'LTRATION AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOORS BETWEEN RESIDENCE AND GARAGE ARE NOT CONSIDERED "FIRE- RATED" AND MUST MEET THE ABOVE REQUIREMENT. 3. ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO ADMIT AIR INFILTRATION INTO OR FROM THE BUILDING ENVELOPE WHICH SHALL BE SUBSTANTIATED BY TESTING TO STANDARD ASTM E 253.73. SITE BUILT AND MILLWORK SHOP MADE WOODEN SASH ARE EXEMPT FROM TESTING BUT SHALL BE WEATHER- STRIPPED, CAULKED AND MADE TIGHTLY FITTING_ 4. RECESSED LIGHT FIXTURES TO LIMIT AIR LEAKAGE PER W_S E.G. PIPING FOR HOT WATER / STEAM SYSTEMS OF PIPING FOR CONTINUOUSLY CIRCULATING HOT WATER SERVICE 15 REQUIRED TO BE INSULATED PER THE W.S.E.C_ SERVICE WATER PIPING SHALL BE INSULATED TO A MINIMUM OF R -3. VAPOR BARRIERS / GROUND COVERS AN APPROVED VAPOR BARRIER SHALL. BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, AND AT EXTERIOR WALLS. INSET STAPLED BATTS WITH A PERM RATING LESS THAN ONE MAY BE INSTALLED IF THE VAPOR BARRIER IS TO THE WARM SIDE. STAPLES SHALL BE PLACED NOT MORE THAN 8" O.G. AND GAPS BETWEEN THE FACING AND THE FRAMING SHALL NOT EXCEED I /I6 ". A GROUND COVER OF 6 MIL (0.006 ") BLACK POLYETHYLENE OR EQUIVALENT SHALL BE LAID OVER THE GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED Oivc FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. 'THE NET FREE VENTILATING AREA FOR ATTIC VENTILATION MAY BE I/300 OF THE AREA OF HE VENTILATED SPACE PROVIDED THAT A VAPOR BARRIER HAVE A PERM RATING NOT EXCEEDING ONE IS INSTALLED ON THE WARM SIDE OF THE INSULATION. 2001 WASHINGTON STATE ENERGY CODE (W.S.E.C.) - TABLE 6 -I PRESCRIPTIVE REQUIREMENTS °' FOR GROUP R OCCUPANCY CLIMATE ZONE I 0. NOMINAL R- VALUES ARE FOR WOOD FRAME ASSEMBLIES ONLY OR ASSEMBLIES BUILT IN ACCORDANCE WITH SECTION 601.1 OF THE W.S.E.C. I. MINIMUM REQUIREMENTS FOR EACH OPTION LISTED. FOR EXAMPLE, IF A PROPOSED DESIGN HAS A GLAZING RATIO TO THE CONDITIONED FLOOR AREA OF 13%, IT SHALL COMPLY WITH ALL OF THE REQUIREMENTS OF THE 15% GLAZING OPTION (OR HIGHER). PROPOSED DESIGNS WHICH CANNOT MEET THE SPECIFIC REQUIREMENTS OF A LISTED OPTION ABOVE MAY CALCULATE COMPLIANCE BY CHAPTERS 4 OR 5 OF THE W.S.E.C. 2. REQUIREMENT APPLIES TO ALL CEILINGS EXCEPT SINGLE RAFTER OR JOIST VAULTED CEILINGS. 'ADV' DENOTES ADVANCED FRAMED CEILING. 3. REQUIREMENT APPLICABLE ONLY TO SINGLE RAFTER OR JOIST VAULTED CEILINGS. 4. BELOW GRADE WALLS SHALL BE INSULATED EITHER ON THE EXTERIOR TO A MINIMUM LEVEL OF R -IO, OR ON THE INTERIOR TO THE SAME LEVEL AS WALLS ABOVE GRADE. EXTERIOR INSULATION INSTALLED ON BELOW GRADE WALLS SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR IT'S INTENDED USE, AND INSTALLED TO THE MANUFACTURER'S SPECIFICATIONS. SEE SECTION 6022 OF THE W.S.E.C. 5. FLOORS OVER CRAWL SPACES OR EXPOSED TO AMBIENT AIR CONDITIONS. 6. REQUIRED SLAB PERIMETER INSULATION SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR IT'S INTENDED, AND INSTALLED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. SEE SECTION 602.4 OF THE W.S.E.C. 1. NOT USED IN CLIMATE ZONE I. e. NUT USED IN CLIMATE ZONE I. q. DOORS, INCLUDING ALL FIRE DOORS, SHALL BE ASSIGNED DEFAULT U- FACTORS FROM TABLE 10 -60 OF THE W.S.E.C. 10. WHERE A MAXIMUM GLAZING AREA IS LISTED, THE TOTAL GLAZING AREA (COMBINED VERTICAL PLUS OVERHEAD) AS A PERCENT OF GROSS CONDITIONED FLOOR AREA SHALL BE LESS THAN OR EQUAL TO THAT VALUE. OVERHEAD GLAZING WITH U- FACTOR OF U =0.40 OR LESS IS NOT INCLUDED IN GLAZING AREA LIMITATIONS. II. OVERHEAD GLAZING SHALL HAVE U- FACTORS DETERMINED IN ACCORDANCE WITH NFRG 100 OR AS SPECIFIED IN SECTION 502.1.5 OF THE W.S.E.C. 12. LOG AND SOLID TIMBER WALLS WITH A MINIMUM AVERAGE THICKNESS OF 3.5" ARE EXEMPT FROM THIS INSULATION REQUIREMENT. DOORS, WIN AND SKYLIGHTS D00R5 TO TEE EXTERIOR SHALE =LAV A MAXIPUA 1 -t,2` STEP TO A m:NUMUI -' 36' DEEP - ANDIN6 ALL &.AZNE. SKAii PT 'HE RE50.AREMENTS OF THE ELSE . TABLE b' UNLESS NOTED OTFf $*SE A L SK L16r4T5 Ai''© SKYY'1AL.L5 Sf+ALL HA /E LAMINATED GLASS UNLESS NOTED OTtERY'USE ALL BEDROIOm E• ERSETNG Y EGRESS Y'uNDOr'G SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.T SQUARE ► r. MINIMUM PET CLEAR OPEN ABLE WIDTH OF 20' AND A MINIMUM NET CLEAR OPENING HE16HT OF 24' MAXIMUM FINISHED SILL I€IGMT OF 44' ABOVE FLOOR. ALL FACTORY BUILT WINDOWS TO BE CONSTRUCTED TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFNI F'F."R LINEAL FOOT OF OPERABLE SASH PERIMETER AS TESTED BY STANDARD AST^! E 283.73. SITE BUILT AND MILLWORK SHOP BUILT WOODEN SASH ARE EXEMPT FROM INF •LTRATION CRITERIA ABOVE, BUT SHALL BE MADE WEATHER- STRIPPED, CAULKED AND BE MADE TIGHTLY FITTING. SLIDING GLASS DOORS TO PERMIT MAXIMUUM INFILTRATION OF 05 CFM PER SQUARE FOOT OF DOOR AREA. SEE PLANS FOR MAXIMUM GLAZING AREA. 2. GLAZING MANUFACTURER AND MODEL NUMBERS. 3 WEIGHTED. UA CALCULATIONS FOR SUBSTANDARD GLAZING. SAFETY GLAZING LOCATIONS PER UNIFORM BUILDING CODE. 1. INGRESS AND EGRESS DOORS. 2 SLIDING GLASS DOORS AND SWINGING GLASS DOORS. 3. SHOVER AND BATHTUB ENCLOSURES. 4. GLAZING WITH THE EXPOSED EDGE WITHIN A 24" RADIUS ARC OF EITHER VERTICAL EDGE OF A DOOR IN THE CLOSED POSITION AND THE BOTTOM EDGE IS LESS THAN 60" ABOVE THE WALKING SURFACE. 5. GLAZING GREATER THAN 1 SQUARE r I THAT IS LESS THAN IS' ABOVE FINICHED FLOOR. b. GLAZING IN ALL GUARD RAILS. SCREENS NEED NOT BE PROVIDED AT SKYLIGHTS WHEN FULLY TEMPERED GLASS 15 USED AS SINGLE GLAZING OR IN ALL PANES INSULATING UNIT AND ALL OF THE FOLLOWING CONDITIONS ARE EET. I. THE GLAZING ARE DOES NOT EXCEED lb SQUARE FEET 2. THE HIGHEST POINT OF GLASS IS NOT MORE THAN 12'-0' ABOVE ANY WALKING, SURFACE OR ACCESSIBLE AREA. 5. THE NOMINAL THICKNESS OF EACH PANE DOES NOT EXCEED 3/16 ". MEGHAN I GAL GENERAL SOLID FUEL BURNING APPLIANCES INCLUDE AIRTIGHT STOVES, FIREPLACE STOVES, ROOM HEATERS, FACTORY BUILT FIREPLACES AND FIREPLACE INSERTS. ALL SOLID FUEL BURNING APPLIANOES SHALL COMPLY WITH THE PROVISIONS OF THE UNIFORM BUILDING CODE AND THE UNIFORM MECHANICAL CODE. HEATING EACH DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A TEMPERATURE OF 70 DEGREES FAHRENHEIT AT A HEIGHT OF 3' -0" ABOVE THE FLOOR IN ALL HABITABLE ROOMS WHEN THE OUTSIDE TEMPERATURE 15 AS SET FORTH IN THE W.S.E.C. DEFINITION OF BUILDING ENVELOPE FROM THE WASHINGTON STATE ENERGY CODE: THE ELEMENTS OF A BUILDING WHICH ENCLOSE CONDITIONED SPACES THROUGH WFIICH THERMAL ENERGY MAY BE TRANSFERED TO OR FROM THE EXTERIOR EXCEPT AS EXEMPTED BY THE W.S.E.C. I. FUEL BURNING APPLIANCES LOCATED WITHIN THE BUILDING ENVELOPE SHALL OBTAIN AIR FROM OUTDOORS, MEETING THE PROVISIONS OF THE UNIFORM MECHANICAL CODE. 2. FUEL BURNING APPLIANCES LOCATED OUTSIDE THE BUILDING ENVELOPE SHALL MEET THE PROVISIONS OF THE UNIFORM MECHANICAL CODE. S. DUCTWORK LOCATION AND SOURCE OF COMBUSTION AIR SHALL MEET THE PROVISIONS OF THE UNIFORM MECHANICAL CODE. ALL WARM AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED PER THE UNIFORM MECHANICAL CODE. APPLIANCES INTENDED FOR INSTALLATION IN CLOSETS, ALCOVES OR CONFINED SPACES SHALL BE SO LISTED AND INSTALLED PER THE UNIFORM MECHANICAL CODE. NO WARM AIR FURNACE SHALL BE INSTALLED IN A ROOM USED OR DESIGNED TO BE USED AS A BEDROOM, BATHROOM, CLOSET OR IN ANY ENCLOSED SPACE WITH ACCESS ONLY THROUGH SUCH ROOM OR SPACE, EXCEPT DIRECT VENT FURNACE, ENCLOSED FURNACES AND ELECTRIC HEATING FURNACES PER THE UNIFORM MECHANICAL CODE. NO WARM AIR FURNACE SHALL BE INSTALLED IN A CLOSET OR ALCOVE WITH A SPACE LESS THAN 12" WIDER THAN THE FURNACE OR A CLEARANCE OF 3" ALONG THE SIDES, BACK AND TOP ACCORDING TO THE UNIFORM MECHANICAL CODE. LIQUEFIED PETROLEUM GAS BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT, BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR GASES MIGHT COLLECT. APPLIANCES SO FUELED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR SPACE OR BASEMENT UNLESS SUCH LOCATION IS PROVIDED WITH AN APPROVED MEANS FOR REMOVAL OF UNBURNED GAS PER THE UNIFORM MECHANICAL CODE. HEATING AND COOLING APPLIANCES LOCATED IN A GARAGE AND WHICH GENERATE A GLOW, SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST 18" ABOVE THE FLOOR SURFACE. FIRE DAMPERS NEED NOT BE INSTALLED IN AIR DUCTS PASSING THROUGH THE WALL, FLOOR OR GE -IN& SEPARATING A RESIDENCE (GROUP B, DIVISION 3 OCCUPANCY) FROM A GARAGE (GROUP M, DIVISION I OCCUPANCY), PROVIDED SUCH DUCTS WITHIN THE GARAGE ARE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN 0.011" (NO. 26 GALVANIZED SHEET GAUGE) AND HAVE NO OPENINGS INTO THE GARAGE PER THE UNIFORM BUILDING CODE. WARM AIR FURNACE INSTALLATIONS IN ATTICS OR CRAWL SPACES SHALL COMPLY WITH THE UNIFORM MECHANICAL CODE. EVERY APPLIANCE DESIGNED TO BE VENTED SHALL BE CONNECTED TO A VENTING SYSTEM COMPLYING WITH THE UNIFORM MECHANICAL CODE. EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OT TYPE BW GAS VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LISTING, MANUFACTURERS INSTALLATION INSTRUCTIONS AND THE REQUIREMENTS OF THE UNIFORM MECHANICAL CODE. A TYPE B OR BW GAS VENT SHALL TERMINATE PER THE UNIFORM MECHANICAL CODE. A TYFE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2' -0" ABOVE THE HIGHEST POINT WHERE THE VENT PASSES THROUGH THE ROOF OF THE BUILDING AND AT LEAST 2' -0" HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10' -0" OF THE VENT PER THE UNIFORM MECHANICAL CODE. VENT CONNECTORS SHALL BE INSTALLED WITHIN THE SPACE OR AREA IN WHICH THE APPLIANCE IS LOCATED AND SHALL BE CONNECTED TO A CHIMNEY OR VENT IN SUCH A MANNER AS TO MAINTAIN THE CLEARANCE TO COMBUSTIBLES PER THE UNIFORM MECHANICAL CODE. HEATING EQUIPMENT ALL HEATING EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE 1181 NATIONAL APPLIANCE ENERGY CONSERVATION ACT (NAECA) AND BE SO LABELED. EQUIPMENT SHALL ALSO COMPLY WITH SECTION 1411 OF THE EIS E.G. HVAC EQUIPMENT FOR LOW -RISE RESIDENTIAL SHALL BE SIZED NO GREATER THAN 150% OF DESIGN LOAD SEPARATE PERMIT Pt=± UIRED FOR: F,4ECHANICAL WE- I. ECTRICAL UMBING '(MAS PIPING CITY OF TUKWILA BUILDING DIVISION By Date pNTE3RATE0 Y1 , ._ /E\T TEM $PEG.FICAT.ONS Ffi • ° E 2000 F &.S +NGTON STATE YE'NTLAT:ON Aht! ^NIr:O R CODE FOR T1•E tN1T=R►• -rrets Y OPe'RA"tEED : NoEGRATED FORCED' AWR /E„`aTIL OI4 SYSTd SOURCE SPEGIF' r '(TILL 'O'N REQM TS. A EXNA .'5T FAQ RE!,tf'RB'-' N'TS 1. BATHROC'- S, L.4. 0R ES AND POr"vER ROOMS - 50 CFM • 025' 0 2- K.' C4- S - 100 CFM • 0.25' Yt.b RANGE .400L75 AND DOM DRAM RANGES' MA" BE RATED AT 100 CFM • O !O' ,' .6 iMINJ MEN USED FOR EXHAUST' FAN RE UIRENE?(^5. B. EXHAUST DUCT REOUIQF 4T5• I . BE ItSILATED TO R-4 (MIN,) IN LJPiGONDI TIONED SPACES 2 BE EQUIPPED mm A BACK DRAFT DAMPER_ 3 TERMINATE OUTSIDE THE BU LDIN6 4_ COMPLY IIITta TABLE 3-3 ON THIS SHEET. S't' OUTDOOR STEM US AIR ING S -A THE - °OLLO Y'UP SUPLIED TO HABITABLE ROOMS THROUGH THE FORCED AIR NS METHOD ALL B. FRESH AIR 11 DUCT SHALL COMPLY WITH THE FOLLOWING - A- BE SIZED ACCORDING TO TABLE 3-5 ON THIS SHEET. 9. BE DUCTED FROM THE EXTERIOR AND CONNECTED TO THE RETURN AIR STREAM WITHIN FOUR 1-Et I UPSTREAM OF THE FURNACE BLOWER. C. BE : NSuLATED TO R-4 (MIN.) WHEN LOCATED WITHIN HEATED SPACES D BE PROTECTED FROM THE ENTRY OF INSECTS LEAVES AND OTHER FOREIGN MATERIAL. E. NOT RECEIVE AR FROM THE FOLLOWING AREAS: 1. WITHIN TEN FEET OF AN APPLIANCE VENT OUTLET, UNLESS THE VENT OUTLET IS THREE Ftt I ABC /E THE FRESH AIR INLET. 2 WHERE IT WILL PICK UP OBJECTIONABLE ODORS, FUMES OR FLAMMABLE VAPORS. 3. A HAZARDOUS OR UNSANITARY LOCATION. 4. A ROOM OR SPACE HAVING FUEL BURNING APPLIANCES THEREIN. 5. CLOSER THAN TEN HttI FROM A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM, UNLESS THE /ENT OPENING IS AT LEAST THREE rttl ABOVE THE FRESH AIR INLET. 6. ATTICS, CRAWL SPACES OR GARAGES. 4. THE INLET DUCT SHALL BE EQUIPPED WITH ONE OF THE FOLLOWING: A. A MOTORIZED DAMPER CONNECTED TO THE AUTOMATIC CONTROL TIMER, OR B . A FIXED DAt 'PER INSTALLED AND SET TO MEET MEASURED FLOW RATES AS SPECIFIED IN TABLE 3 -2 ON THIS DT CET, OR C. AN AUTOMATIC FLOW REGULATING DEVICE WITH FIELD MEASURED MINIMUM NEGATIVE PRESSURE CF 0.70' WATER GAUGE AT THE POINT WHERE THE OUTSIDE AIR DUCT IS CONNECTED TO THE RETURN AIR PLENUM. 5. THE VENTILATION SYSTEM SHALL BE CONTROLLED BY A 24 -HOUR CLOCK TIMER INSTALLED IN A READILY ACCESSIBLE LOCATION. THE TIMER SHALL BE CAPABLE OF CONTINUOUS OPERATION AND HAVE AN AUTOMATIC AND MANUAL CONTROL. AT THE TIME OF THE FINAL INSPECTION THE TIMER SHALL BE SET TO OPERATE THE WHOLE HOUSE SYSTEM FOR A MINIMUM OF EIGN; HOURS A DAY. A LABEL SHALL BE AFFIXED TO THE CONTROL THAT READS 'MOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS) ". NOTE: KING COUNT." RECOMMENDS THE INSTALLATION OF A CENTRALLY LOCATED WHOLE HOUSE EXHAUST FAN WITH A MINIMUM SONE RATING OF 15 AND SIZED ACCORDING TO TABLE 3 -2 ON THIS SHEET AND CONNECTED TO THE AUTOMATIC CONTROL TIMER. THIS WILL FACILITATE FRESH AIR DISTRIBUTION AND REDUCE THE POSSIBILITY OF MOISTURE LADEN AIR BEING DRIVEN INTO THE BUILDING CAVITIES. INTERIOR DOORS SHOULD BE UNDERCUT ONE HALF INCH (I/2 ") ABOVE THE FINICIIED FLOC?. TABLE 3 -2 VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES AND LESS" MINIMUM AND MAXIMUM VENTILATION RATES: CUBIC, FEET PER MINUTE (CFM) 2. Permit. N • FOR RESIDENCES THAT EXCEED 8 BEDROOMS, INCREASE THE MINIMUM REQUIREMENT LISTED FOR 8 BEDROOMS BY AN ADDITIONAL 15 CFM PER BEDROOM. THE MAXIMUM CFM 15 EQUAL TO 1.5 TIMES THE MINIMUM. NOTE: TABLE 3 -3 PRESCRIPTIVE EXHAUST DUCT SIZING I. FOR EACH ADDITIONAL ELBOW SUBTRACT 10' -0" FROM LENGTH. 2. FLEX DUCTS OF THIS DIAMETER ARE NOT PERMITTED WITH FANS OF THIS SIZE. TABLE 3 -5 PRESCRIPTIVE INTEGRATED FORCED AIR SUPPLY DUCT SIZING NOTE: I. FOR LENGTHS OVER 20 FEET INCREASE DUCT DIAMETER I INCH. 2. FOR EL30WS NUMBERING MORE THAN 3 INCREASE DUCT DIAMETER I INCH DUCTWORK I . 2. B . 4. DUCT SYSTEMS OR FACTORY BUILT AIR DUCTS SHALL BE OF METAL AS SET FORTH BY THE UNIFORM MECHANICAL CODE. RECTANGULAR, FLAT, OVAL AND ROUND DUCT JOINTS AND SEAMS SHALL BE AIRTIGHT PER THE UNIFORM MECHANICAL CODE. INSTALLATION OF DUCTS SHALL COMPLY' WITH THE UNIFORM MECHANICAL CODE. DUCT INSULATION BE INSTALLED IN ACCORDANCE WITH THE UNIFORM MECHANICAL CODE. Cr7},'Fi `' ` EG DEC 1 3 200? at the Plan Check approvals are sub to errors and omissions and approval of P ERAIIT c F n,p F r, FILE COPY I understand th I plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged_ .04-7-34.1 REVISIONS NO CHANGES SHALL BE MADE TO • ,* ..,.:,'° OF Vit011i< WITHOUT PRIOR L OF TUKNIt A BUILDING DlV1!:1:" . U.J; E P '1U'ONS W1LL REQUIRE A NEW PLAN SUBMITTAL AiNJ MAY itiCLUDE ADDIT1d1iAL PLAN REVIEW FEES, STAMP IS 5 do -I •• REPRODUCTION �•• T i DF THESE PLANS 8Y •• • ANI MEANS IS PROH181TEO : PPE LAW. 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O •• a -+OR'Z \TAL € 0' 0 C . . \ —1 l �� r + — I ! r - *4 i , Nl AL' =Q�IA' �e .. j° a �✓JR z \TAL :o ' 0 ." 6 �'! �_ BLACK. �/_ - s-1F r ! —I _� [! -=1 I F_111- _ � � �- CO: Q , . - tii =J I I - Li � _! I -- — _ a_Aa3 t -�F 7 N`A_ 4 S' C 6 ,v, v` 1. - E_ dJ Q ' !— _ � ( 1 ttr I F_ E -40R zON`A 4 0' O -,••,- - 6. �,_ _ ..i..:� / P. siK i - i BAR AL IA o.. \ , � �' -! • , I € • � _I - , ' • • °• «� - �•!^ =4 g e Q Cif'NTitxj ill . ! • "'' • _ •!� i � _ I I !2, ' tt B + AR ONTIIr✓_ .• I -'- f4 3AR �Oh i13�JOi1S 1, ! •. W/ ALTERNATE BENDS a HoR'zo'vT 0 (Zi 4 BAR C�ONTINUOl1 '. CONTINUOUS �. b _ •" 4 D , A 'ER 4` A 4' 7 g 4: - 4- 7_ A. PERT- / 6" r a{ 4 DA PERr •. b af..+.••. 4 C_ ." - f'/ P'' '.� S�.A_� !' _ (' -C ` WAL ALE I' = I' -C` - /i SCALE (' = i -0" �011'dDAT DRAIN YALE - !" = t' -0" SG A-E ! r _ I . -0 ., ..." ' \DA`:Cr D^.•S. \ 7O,,NDAT ON DRAIN • I Q.,;NDATION DR.A N ! 40 6, II FOUNDATION WALL 8" FOUNDATION FOUNDATION WALL W/ SLAB GARAGE FOUNDATION WALL 5 HOUSE /GARAGE FOUNDATION WALL 'ER 'LAN STEM WALL BEYOND 24 @ (2) T OP BARS - - -1 NOTE• SPA: NG BETWEEN INTERmED ATE 6 ARDRAiL N'E'^BERS TO BE A �'A\. OF 2X6 c T. TO' 11 4' CLEAR SUCH TrA-• A SPHERE OF 4 DA. i '%4" DIA. !� iN. - ✓'1 SHALL NOT PASS THRO! IGr ANY OPEN NG CONT. HANDRA':L CRICKET I 1X4 P.T. EA -2X2 o' c',� ' ?; 8.O"G F_R ..STS. EAT` iNa,_ =•T:0N PER PLAN 2 X b BUILT -UP GJRB ? .0 to E \� Q Q p BA_';S'ERS TO GO^IrCRM TO uBC SEC 1006 q L 504 3/ 7.4S. °_",^+GOD 5ur3 °LGGR '_' -' SKYLIGHT SIZE PER PLAN AS N. CURB LASHING A� (2 LAYERS ENDED BY MANUFACTURER LAMINATED 2 AYERS TEMPER ED + t2 _O^ A.F. GLASS' 12' -O" AF GLA5 ..F -) X CV Q I , � - - 1X4 P EA! � / ! J E - ` -- -� .. ^ GGENED SLAB INTO AD STEW !V ? z liI �`\ I \ (2) 2X4 \ mss �. \\ �'� 4X4 PT. PO' -- _� _ __._. _ __ - J . < x - - _ ,_ ` � - A f ` j �� J l % � 1 l` 11 1 f � i I ;�:.��, '� �' • •'' /�'� ∎\ \ ••, I ��� , . . L c_ k � +' a -AC-ENT NALL ,- GARAGE SLAB _ ' I ( 4 P T 2X DE Q rl`ISHED GRADE . _ ° - MIS I �I` 7MI 1 X �� SO_ P_'.G� \G - -�- , i 11I I Ir - i + - - I °" w �! ' • •a • • ' s • - I I -111 -. II ' I - i i 1, u. i 1 1 II ` RAFTERS OR TRUSS BEYOND �. erg\ - B =A R P i i .C4 �_ . �� �� �% 2X P T- 1 lam, a • . • .- . - .I ' Iii _ i - i l ' 'i_ I I1= III I I I Q °' MIN. BEAM PER PLAN o z Q G _ 2 x EACH -.D. \ .\ \ � (2 I/2 "x5 I/2" 0 { X'I BOTTOM OF EBEAM I- z. �1Q In) (2, - MP G\ A3'= * =ATT INSULATION LLAG BOLTS THRU I �•- P. T. POST FER PLAN - I =1 I = I_ II I III - III =I I I -III - III - i , *4 BAR VERTIGAL @ 18" O . G . � W/ A_` -R .ATE BENDS 4 HORIZONTAL @ 10' O.G. �, ,T ,0 NN TREAL v PER PLAN �. �. ;'i' JOIST INTO POST i ' SCREWS �TYFE DELOW STAIR INSTALL 5i8" 'X' G.W.B (2) LAYERS a CEILING, (I) LAYER @ WALLS I i' (2) 2X4 F.T. DECK JOIST PER FLAN ', _EDGER FRA✓:NG ANCHORS b MIL. SLACK V. B. i E C POST' \ r / r , i .�.. r 2X4 INFILL FRAMING @ I6" O.G. I i - II 11 I � I - I- . 'I 4.... (3) 2X12 STRINGERS - �E BLOCKING @MID -SEAN i POST CAP PER PLAN ISOLATED FOOTING „ _ . :111=111=-111=1 I =III =; ! , = Iii �- • . - . • „ -I 11=111=1, I I - I ( - ; i- - 1 I i , I i I �1. I tt4 BAR GONTINUOuS ` l • (I . , ., • _ � r � r s i PLAN -- _ 1, I 1 -1 1 = 1 I I 1 - - - 1 _ 1 .� - -_- '• PER PLAN PER PLAN "T URN SLAB INTO CONTINUOUS I=00TING s 4 (2) BARS CONTINUOUS - / 8 ". let '. : G.W.B. ? � T .' I I ( I - H I - , . a I i _ ° $� ..�' • —1 I I I�1 —� b� 3" �`� __1/3" . I 'W.e<._... j 's— \ 2X4 THRUST BLOC ••• - ip NOT TO SCALE • a 'ma R ...,_. a '� f ( R. ) LU . = ,:.: SG I" -C" i 1 „,. SCALE I" - I' - O" — a r :;: -b- a itrj Q SKYLIGHT a- , 4 SCALE : I" = I' - -- _ _ - -- - 4•• i� DECK ` CONTINUOUS FOOTING THI GI` �NED 5LAE3 ®O.H F DOOR INTERIOR STAIR OFING MATERIAL PER RO OVER BUILD NG ', . ww a , , 8 wpm ' C\ 8d 4 b" O.G. d ®. R 6 0 C. --� ' wnwe...... IDae C\ j I TYF'ICAL ROOF T v_ SA IN S A"''ON - PER PLAN ELEVATi0\ P *-PA ER 4 _HEATH'NG FES. PLAN POOP c R.A ING -- G Ibd @ 6" O.. £ x 1 , SWEAR WALL x PER PLAN . '' . "�" °" .1 , . 2x SOLID BLOCKIN • .. ;. I j SHEAR WALL PER FLAN 1 (2) Ibd @ b" O.G. U.N.O. 1 a: 0 tan r ;FILING ...JOISTS - PER PLAN � -- 1MEMB,_RS \ ER PLAN INSU�A. ION BAFFLE TO EXTEND 12" ABOVE INSULATION WITH I/2 ' CLEAR AIRSPACE " i•' �� Y'," ` SHEATH T RUSS PER PI - 4` HEAT ` TRUSS D ER °I -b - I I "'°'� - VENTED 2X BLOCKING Wi (3) 2" D 'iA HOLES -r =d FLOOR JOIST PER PLAN 11 ( ROOF FRAMING EMBERS PER PLAN 1 � PER 2a" O.G. I FASCIA BOARD PER PLAN - . ROVIDE INTERMI I � 1 �,' 1�',��P « (3) Ibd @ JOIST 4 DIAPHRAGM IOd @ 4" O.C. - FRAMING AS REQUIRED I: a ,_ �- A35 4 24" O.G. - _ - - � �� I�f� "� i 5" CONTINUOUS METAL - GUTTER i�i� i� 8d @ b " O.G. TYP. @ BOTTOM 4 RIM JOIST - ' # x6 SOLID BLOCKING 48" O -G- (3) 5d NP i i S EACH TRU35 a H / /--- ►�i�-.�i�ri�W• i� i a�wi�_ IN _ �� II I iF 3) 16d TO BLOCKING EACH END TYP. 11 1 1 1 ; ,'1 SHEAR WALL 2x AS REQIURED � _ I -. SEE SHEAR WALL SCHEDULE FOR NAILING PATTERN �- SHEAR WALL PER PLAN \ 1 -.5c1 NAILS @ �- IOd @ 6" O.G. PER PLAN 5d COOLER' @ 4" O.G. -� - j I Ibd @ b" C 6 0 -G . OVERHANG SiMP_ON -i SEISMIC TIE @ 48" C.G. 2 X STUDS PER PLAN (SEE PLANS) SHEAR NALL PER PLAN SHEAR WALL (SEE PLANS) PER PLAN BAT -, i ION PER PLAN ,,. E (FINISH PER ELEVATION OVER LE. BUILDING PAPER OR !IER AIR !tiFILTRATION BARR 'OVER SHEATHING PER PLAN : SCALE I" = ■ -0" DOUBLE JOIST- -2x SLOID BLOCKING @ SHEAR WALL SCALE : I" = I' -0" /� DET, I L A DETAIL A 511•1. - SCALE I" = I' -O" I NS U� - 1 . � SCALE I" = I' -O" SCALE : I" = I' -0" PLATE @ FLAT CEILING WALL PARALLEL TO FLOOR •SHEAR TRANSFER DETAIL 14 EXTERIOR WALL TO FLOOR l' (1) Ilr _ ,.: 04 S t:, ,.e. ci: C) (X) {f *► 1 . "A` e 15 ROOF TO WALL 140.0 1--- in C\i I o .. a: 0 cej I x••e <� ; +r '+ —., F--- co 1r „ , .0 cj ''..,,� :r+ -` CC 0 co 9 7 1 ---- ' CO I� R (1) R cAIN 1 Cf) �m I ..-` f ! ( ok : eg ,,.L� 14 1 6 2 ol ,o, t.VJ \ 1 :- ) FE E, O JF�K{yiE pE 02 �ti „ r ,,,,„_,,, :5� AM P IS ��� I �� • • • O ff, ` ::.„.., � \ \ \ \ / �( ; 1"EAf� PROHN •• • • OF T HESE PE A NS BY • 1 '� 8 ED -P��,' SITED • • • AW V ^i AT IvNS O I Apr a Council • of publishing • (n .• • • Home Desirnere : Z • TO Q: G0 r4C, PER 0 ENSE 5 / , CA.; THE DESIGNER TO ; Q �� - •• 0B - ^ V IEGAI CO.IES ; ....„ A • �1 , ••• ....SPLIT •••• 4 .„ "� iiFSIGtrED Bra UAIE DRAWN Br DATE D.H. I I/26/11 ANN ME i n-FF <n H. DniF I I /28 / :I wsEU AY DA IF• ISED SLW 2/1/00 2 / /6 (11111 0 0 0 z- 3 FQ .1 ',1 G GHEUULE SYMBOL ( ) F0 TION NOTES n • MI . ' I 1 • .I • 'NVk IHWLS1, AN,, ■-AtUk IU LUNN 114vt. I ;VN I Vk • ACH STRUCTURE BUILT PROM 'HI `.f I'i ANS. HFSF PLANS ARE - I)PYRIGNIECI IN AL OfCANLL i�TTM F EDFRAI STATUTES. REPf+00UCTION I'A ANY VE 11!00 OF ALL OR PORTIONS OF 'NLSI PI ANN OR ,ARIATTONS THEREOF 1MTHOUT ARIT'EN I ILUISS.ON ' ROM ARCHITECTS NORTHWEST NC ''• SINN TI RUH'PITED. THESE t 1RAWIN(U. ANTI ELAN;, ;,1,1 DRTH ON 'HIS ;.4+Ef T AS 1N` PUMFNTS OF St RVICE '•RE. ANC SHALL. REMAIN, ,III PROPERTY Of IRCHITLCO AORTHWf TT, NO DI6MITER 12" THICK CONC. FOOTING { '5 - 4 BAR .SACH WAY 71, 'O T AND CO NECTION PER PLAN 11W NORTHWEST 18915 -142ND AVENUE NE SUITE 100 WOODINVILLF, WA 98012 OFFICE: (425) 485-4900 FAX: 1425) 487 -6585 TOLL FREE: 1- 888 -272 -4100 WWW.ARCHITEC1SNW.COM 24" DIAMETER X 12" THICK GONG. FOOTING w/ 2 - #4 BARS EACH WAY POST AND CONNECTION PER PLAN C )18" 18" DIAMETER X 8" THICK GONG. FOOTING w/ 2 - #4 BARS EACH WAY POST AND CONNECTION PER PLAN nu BY. DAIF 111 D H. B 11/26/ 1/26/9 I A'FRAI B DAIE ANW 11/28/99 i%I'J'srD BY PATE 5LW 2/1/00 FQ .1 ',1 G GHEUULE SYMBOL ( ) F0 TION NOTES 0 36" DI6MITER 12" THICK CONC. FOOTING { '5 - 4 BAR .SACH WAY 71, 'O T AND CO NECTION PER PLAN O24" 24" DIAMETER X 12" THICK GONG. FOOTING w/ 2 - #4 BARS EACH WAY POST AND CONNECTION PER PLAN C )18" 18" DIAMETER X 8" THICK GONG. FOOTING w/ 2 - #4 BARS EACH WAY POST AND CONNECTION PER PLAN 1' W i 1111! W FLAT TOP GIRDER AT TOP GIRDER TR 11 END JACKS ® 24" O. 0 DS a 1 D DS . cc, moo SCALE: I/4" = 1' -0" Cr a 24. C.C. END JACKS TO SEAR ON -�- S"iiBrL. +q' -!O" A.4.!'. RA i - "1 ROOF FRAMING NOTES: 1. SEE SHEET I FOR ADDITIONAL NOTES. O °LA'E a :rr -tI' A 05 I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS d CONDITIONS PRIOR TO CONSTRUCTION, 2. ALL BEAMS d HEADERS TO BE 4X10 DF #2 2X4 WALLS d 6X8 DF #2 2X6 WALLS U.N.O 3. PROVIDE VENT BLOCKING OVER SUPPORTS. 4 . DEEP SEAT GUT ALL kAFTERS 70 MATCH TRUSS HEEL. 5. BEARING WALLS ARE SHADED. 6. ALL TRUSSES: 1 If * SHALL BE STAMPED BY AN ENGINEER LICENSED IN THE STATE OF WASHINGTON. * SHALL BE INSTALLED 4 BRACED TO ENGINEERS SPECIFICATIONS • SHALL HAVE DESIGN DETAILS d DRAWINGS ON SITE FOR FRAMING INSPECTION * SHALL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL or ENGINEERING CALCULATIONS 2x6 RAFTERS 2x4 24" O.G. H P 'Rf . 24 0.G NCB FLA\ PI -6 PI -2 --,e NOTES: (I) V ) x SHEAR WALL SCHEDULE (SEE 1111 UBG TABLE 23- II -I -I, 4 23- II -I -2) - 4 PI -4 V 'e 504yPLF Fl - V 38q "LF . . ' .. V - 516 .PLF ENE' LACKS 24 1 DS DS O 1 4Z" PLYWOOD OR 055 EQUAL, i"4/8d (GUN) NAILS ® b" 0.G. L ANCHORAGE: I6d ® 5" O.G. OR 5/8" 0 BOI0T5 ® 48" OG. TO GONG. 1 /2" PLYWOOD OR OSB EQUAL, 1N/8d (GUN) NAILS ® 4" O.G. ANCHORAGE: Ibd a 4" O.G. OR 5/8" 0 BOLTS ® 36" O.G. TO .CQNG 1/2" PLYWOOD OR OSB EQUAL, iii/8d (GUN) NAILS ® 3" O.G. 'ANCHORAGE, 3/8" x S" LAG SCREWS C'n 12 "0.G. OR 5/8" 0 BOLTS eq" 0 C TCy CONC. USE MIN. 3" NOM. STUDS ® ADJOINING PANELS EDGES.; "P OR EQUAL, I LYWOOD O 05B w 8d (GUN) NAILS NCHORAGE: 3/8" x 5" LAG SCREWS 9 "0.0. OR 5/8" 0 B01 T 24" b G = . ONG. USE MIN. 3" NOM SILLS d STUDS ® ADJOINING PANELS EDGES:/,'., '' ! I. THE SHEAR VALUES IN THIS TABLE ARE BASED UPON THE USE OF , I EUMATIGALLY DRIVEN NAILS WITH A MINIMUM SHANK DIAMETER OF 0.113 "; INTO HEM - ,jR GRADE STUDS. 2 NAIL SPACING 15 FOR ALL PANEL EDGES. BLOCK ALL PANEL EDGES. 3. SPACING OF NAILS ALONG INTERMEDIATE FRAMING MEMBERS IS 12" 0.G. 4. SHEATHING TO BE APA RATED, EXPI/EXP2/EXT OR C- C /G- D /STRUGTII PLYWOOD. 5. AT DOUBLE SIDDED SHEAR WALLS, OFFSET SHEATHING JOINT BY ONE BAY MIN. ALSO PROVIDE 4x BLOCKING BENEATH SILL PLATE, WITH NAILS STAGGERED. psi D5 DS 0 DS (2),.J (2) F �. u h 2x:0 F.J. a 16" 0.0 ' -2 v I O .o C,LR 6" W. CURB P. +51" A.M.F. I -a' ADD (2) #4 TOP BARS ® TURN DN. OR STEM WALL. MIN. 18" DEEP ABV. CONT. FTC. 1' -10 1/2" I6' -5" R.O 4" DIA. PIPE BOLLARD. — pia I— Cr) 0 'U I I— ° 1..1.E CC 0 c° ro GRA{NL5FA E 6 MIL iBLAC VAPOR PARR'ER 4` -2" 5 —f— _An__ -- - - f4x8 PT BEAM41-- - - - -/ - - SLAB ON GRADE 4" GONG. SLAB OVER 6 MIL BLAOIL VAPOR BARRIER ON 4" GRANULIjR PILL. SLOPE 4" TOWARD .OH. DR'. 1 0 C) r-RO MIN "18 "x24" : D RA WL isPAc,E R GGESS ()ISU .1417'4 I 2x8 l?,T. LEDGER44/... 5 /&;'F:DIA. X: E" LAG SCREWS 15'16" O.C._ ,. 6" W. CURB a +31" A_M.F. PATI 4' GONG "x SGREENEB T;D /ENT REQUIRED' -6" M 40 -0' IL 10 -o' III it • . . 3'-6' r 4' -2" 1' -10 1/2" 40' -O" OVERALL 3 FOUNDATION PLAN 56" x 3E' MPH. LANDING FOUNDATION NO ( I. CONTRACTOR SHALL VERIFY ° AL.L NO DIMENSIONS d CONDITIONS PRIOR TO CONSTRUCTION NOTE:: 2. PROVIDE SOLID BLOCKING OR�SUORTS; ,: B. POSTS TO BE P.T. 4X4 DF #2 4 P.T 4X6 DF# BEAM JOINTS, U.N.O. 4. ALL FOOTINGS TO REST ON UNDISTUR D SC Ib, 5. ALL WOOD IN CONTACT WITH G .._NG . T °15E PRESSURE TREATED b. SOFFIT, VENT, 4 INSULATE GAF ITIL VF1 AVM, '1. INSTALL SIMPSON GONG. TO WH HC t7W 1 �/2" FROM CORNERS 4 WINDOW ROUGH OPENINGS, ,. S N .N� TURER'S SPECS. 8. STEP FOUNDATION PER SITE G " IDI TIGNS`. I , .) q. 2,000 P.S.F. ASSUMED SOIL BA SHALL BE VERIFIED IN FIELD. 10. SEE SHEET I FOR ADDITIONAL, NOTES. 5T.R3 OUT •4 BAR It 8 O.G. 4' -0" Ili -3' I3' -4" 11/2" OLR. TYP. CV 4 I 111 v � �1 °- *1 • . ••• REPRODUCTION • • • 0 : x 6 20 x. . . T 25 a . 7 0 FD S T rw 0 ThESE PLA BY • x‘ • ANA MEANS !S PRC !KITED •. iti ' - �• B• EDERA,;AW.d.. ti ON • iRAE ��EB" ..J 'JP • `` lill _. i Council of Publishing • Home Desi gners • Z • s � • TO $:00,000 PER C�FEN56 � • CA.. THE DES GNER TO : ..... 7 ... __ 4 ... •.. OB?A (! LEGAL CC !ES / h. < < GAL S0 . FOUN7ATI ON V,ENT I LATI ON GRAWLSPACE AREA ( 1)1145:5.F. . 5:5.F VENTILATION REQUIRED, -_ I I'1 .5, S.F. , _ USE I. "1 " rOU,r1DAT VENTS VENT AREA = .18'S1. 2551 REDUC.,I /4 "MESH = VENTS REQUIRED = ( )1114.0i 51./r AREA = PROVIDE: ", 16 ',7X4" VF, AREA = VENTILATION PROVIDED 4 I116,< 1` IS GRl. ATER THAN 1126.56 SI. REQ'D - 15.5 SI. 15.33 SI. 1176 SI. 1126.56 51. REQ'D USE: I6 TX14' FOUNDATION VENTS 1 END JACKS 24" 0.C. AREA SUMMARY LOWER FLgCR . N/A !✓1A1�1"FtOOR: ., 1111 S.F. urrO5t R'LOQ . 141q S.F ,,pot+ U ti N/A TO1 hNIS4 2590 5.F. P AREA LNFINt$HED AREA: O S.F. ‘ :F6AI,C.: t'•. 38q S.F. O I F- I Ci O 0 a. I U- T b`-4 5 O • «.ice. 0 Cr <BEDRM 4 ••GAR" -_ � �.., 4' -O" PI -6, PI -2` R. a 5. �• i ' +• 13 . 14 IF -4l = PL /PL L - WALL1 NOTES: ROOF - °Ass BEDRM 3 CARPET l EDRM 2 •ARPE"" 0 L rr L BELOW BELOW UFFR SCALE: I/4" = 1' -0" d- i •198 PLP PI -4 HO 4Lr PI- 'V 3sq PL .r 5- DER V = 516 PLF ilcv S.D. 12-0" 32 x6C 7_B S OAER tn Q R 6 0 IIOV S.D. 6' -0" :,DR 5.5 ° -° 3_.DER S.G 0! !icy() Fx �A m , 0 (1 J (I) i (V 40 -O' n.G 4 - -0" 4 5'2x 2&LB E 241 - -\14 FL /PL I - - • - -_ J 22" 40 -0" R.S. it y OPEN 24 VV .1.0 . CARPET j SE Y 36 J / Si+OWER co / 26 r L 0 M BA M BEDRM CARPE 16'-8" 5' -0" 1 22" { 4 ° 4 ° SKYI_:G -- V`U LAM. GLASS. 6 1 1/4" DIA- HANDRAL +34" ABV. NOSING 2 LOOK FLA\ f ` AIM F I Iov0 5.D. IS (2) 3 °0° 5.H. 6'-f3" W "q" SHEAR WALL SCHEDULE r r LLI (SEE i 11 UEG TABLE 23- II -I -I, a 23- II -' -2) b SLIDER V"i.1.C. CARPET R . a S . 13-0' BONUS CO CARPET FULL HT STUDS. 1/2" PLYWOOD OR 055 EQUAL, w /8d (GUN) NAILS 4 6" 0.G ANCHORAGE: I6d ®5" O.G. OR 5/8" 0 BOLTS cm 45' 0.C. 70' ° GONG.- ' 1/2" PLYWOOD OR OSB EQUAL, w /8d (GUN) NAILS Cs 4" ("\J ,ANCHORAGE• I6d ® 4" O.G. OR 5/8" 0 BOLTS ® '6' O.G. T' GONG 1/2" PLYWOOD OR 05B EQUAL, w /8d (GUN) NAILS 4 5" O.Ci d f ? ANCHORAGE: 3/5" x 5" LAG SCREWS ®12 "0.C. OR 5/8" O BOLTS -30 Q.O. TO CONC. USE MIN 3" NOM. STUDS ® ADJOINING PANELS EDGES. s _ 1/2" PLYWOOD OR 056 EQUAL, w /8d (GUN) NAILS @ 2" O.G. - ' ANCHORAGE: 3/8" x 5" LAG SCREWS ®q "O. G. OR 5/5" 0: pQLTS 4,24" OCR. TO GONG USE MIN. 3" NOM SILLS a STUDS ADJOINING PANELS EDGES +: I3' -4" f I. THE SHEAR VALUES IN THIS TABLE ARE BASED UPON THE USE OF bd, PNEUMATICALLY DRIVEN NAILS WI A MINIMUM SHANK DIAMETER OF 0.113 " INTO HEM -FIR GRAPE STUDS. 2 NAIL SPACING 15 FOR ALL PANEL EDGES. BLOCK ALL PANEL EDGES. 3. SPACING OF NAILS ALONG INTERMEDIATE FRAMING MEMBERS 15 12" O.G. 4. SHEATHING TO BE APA RATED, EXPI /EXP2 /EXT OR C- C /G- D /STRUCTII PLYWOOD. 5. AT DOUBLE SIDDED SHEAR WALLS, OFFSET SHEATHING JOINT BY ONE BAY MIN. ALSO PROVIDE 4x BLOCKING BENEATH SILL PLATE, WITH NAILS STAGGERED. !'-0 -6 ! _. r4� t 14+ / PRO /:DE MIN. 22 x36 .A - 7 - IG SPACE ACCESS INSJL. a W.S. 1 R.aS. 6' -8" ( 1 1- I in O O O I 0 DEL'. BL W ON R4ISED CURB 431" .M.F. - - - I 3;5" SG DOOR - - - -- W/ SELF CLOSER - WEATHER STP. -' PROVIDE (2) 6" DIA --/ ,) SUPPLY 4 COMBUSTION p AIR DUCTS. 26 GA. STRAP TIE' W.H. TO WALL ?Or t a BOTTOM. 4" DIA! BOLL,60- a. 51/4x 15PSL2.OE WRAP ALL WALLS, POSTS, BEAMS CEILING IN/ W/ C, /P," I6 ° 8 ° O.H. 1000R PAG LI-4t . W.S.. 1 } - -s X61 0 6 12-cAR GAR Hi r- hi, i0- . „ cl , , O hl") t . : ,.;� I DBL. B K.-. GYF. E3.1 TYPE I;1 � ' ' .4 1 S.V`l. - 11I FLOOR ABOVE -6 - lj I 3 1/2 x I8 PS 2.OE x 20' L. EXTEND F.J. a SHTHG' TO FACE OF GARAGE 2x4 G.J. 4- 24" O.G. IPI -21 ON RAI °EC GU 4 A.N.F. I 2'-0"1 16'-0" 2' -0" 20 -0" 40' -0" OVERALL (2) F.J (2) F. C �V C V O (2) F.J. \ FL. ABV 2 ° 6 ° 5.H. S.AF.GL. 5' -0" KITCHEN HARDY*O05 CARPET 2x4 DECKING 6x8 D.F. DINING 13' -4" LIVING (2) 3 ° 16 ° S.H. A35FAL @TOP PL. TO c EA. FL. UST. ABOVE. (,- CARPET $ lau #I CONT. -36" HIGH RAIL'S IPI -2i COV'D PORCH i H 1 O I 0 LATE SYMBOL 0 L RAL RESTRAINT HADVNARE HOLDOWN TYPE AND AMOUNTS SIMPSON HPAHD22 w /(16) 16d NA1LS (15)•TOTAL. SIMPSON STHDIORJ w /(28) I6d NAILS (4) TOTAL SIMPSON STHDIO w/(28) I6d NAILS () TOTAL SIMPSON GSI6x36 FL TO FL g,06)) IOd NAIL , z0) TOTAL. SIMPSON A35 PER PLAN R.P. PER SECTION #8 SHEET 51 IPI -41 a -C.,' I di 7 -4" 3 '8 xI O 1/2 GL5 24F -V4 2 Dr 1 FAMILY rr CAR 'ET ZERO CLEARANCE DIR. VENT G.AS FIREPLACE. INSTALL °ER MANUF. SPECS ■:20' WIDE M h.) NON -GOMBU °''ABLE 1 j FL'L SH HEARTH. PRO OUTSIDE COMBUSTION AIR w/MIN- 6 SO. INCH OPENING. 0 3 -6" 0-8' R.*S D H 0 W. i I I °6 SL'DER : I i✓ ° b' O 5.6.1DR II0V 0 MAIN FLOOR ALAN SCALE: 1/4' = I -0' FLOOR PLAN NOTES; 6 I. CONTRACTOR SHALL VERIFY ALL NQTE DfM t�SIONS a CONDITIONS PRIOR TO CONSTRUCTION,.. . 2. ALL BEAMS - a HEADERS TO BE 4XIO F 2 (9X4 S a 0 " � . 6X8 DF t2 a 2X6 WALLS U.N.O. 5. PROVIDE SOLID BLOCKING OVER SL PORT4: - 4. PROVIDE FIREBLOGKING ® ALL PLUMBING PE ETR TIO IS. 5. WINDOW a DOORS ARE SHOWN 4 NOT AS.NOMINL SIZES. 6. WINDOW HEADERS 4 8' -0" ABOVE FINISHEDIF005,epi MAIN FLOOR, U.N.O. WINDOW HEADERS 4 6-8" ABOVE Fti;1151 DFQOR' PER FLOOR, U.N.O. 7. ALL 1"10012 IN CONTACT WITH GONG. BE PRE S UI `REATED. 8. EXTERIOR WALLS TO BE 2X4 STUDS ® 16" 4.( .,u.N,Q. _ " t 3 , q. INSTALL SIMPSON GONG D . TO WOOD I OWN5,i 1/2" R0M CORNERS 4 WINDOW ROUGH OPENINGS, ALSO S E MANUFACTURER'S SPECS. 12 - 40 -0' C) 4' ,014c sLAe PATIO 3' -10' NOOK HARDACOD 10. • INDICATES POINT LOAD SUPPORT,EPA3Y (2) TUL5, U.N.O. 11. SMOKE DETECTORS: ' r * SHALL BE 110 V INTERCONNECTED WJ BATTERY BACKUP * SHALL BE INSTALLED ON EACH FLOOR AND IN ALL BEDROOMS * SHALL BE INSTALLED IN EACH LOCATION WHERE THER 15 A CEILING CHANGE GREATER THAN 24" 12. SEE SHEET I FOR ADDITIONAL NOTES. ' IL 5 W-3 36 x 36' GONE.. LAND `N G °46 SL 'DFR SYMBOL! FAN TYPE _$1 - 2 "NUTONE" OT 80 "NUTONE" QT 130 4 LI (V HB 0 0 CV O O n O 0 (V 1.5 NE 63 CFM 25 WG ' ! SO GFM ® .I0WG Gm OF TtAi - 01+E0 JAN 1 6 2003 kJ '(u ,c_1 Skiltn017.1 01-11'7-1* -' S-c p.M P IS A,%%% .• nEPRODUCTION � '•• A OF THESE PL BY • PAN • ANv MEANS IS PRO,iBITED •• 8x8 P.T. PC S- + By cra; ;aw. V OLATICNS • C • A..t "_ : . •A"i 1. _ • • Council 1 --f of Publishing Home Desig . • II • • TO 5100,000 PER OFFENSE. •' • CA THE DESIGNER TO • 4 • •. OB''..N LEGAL COPIES V ••.• CF THIS P'_AN ••• OI. VENTILAT,hN . R EMENTS k ' � (SEE igg8 WASHIN T > A . 5E G � 1'E . DOC3� - AIR QUALITY • N,,, a.1N CODE) 4e . ....a 1.0 %�E 1 GPM .25 WG ,43 1. , GFM .10 WG NOTES: I. USE QT 130 (100 GFM MIN.) @ ALL KITCHEN 4 WHOLE HOUSE FAN. 2. USE QT 80 (50 GFM MIN.) ® ALL OTHER LOCATIONS. 4 3. ALL FANS TO VENT DIRECTLY TO OUTSIDE. 4. ALL OTHER REQUIREMENTS OF Igg7 WSEC /Ig98 VIAQ MUST BE MET. WI 4 7 , 4 T L t 2 002 r Z3b? r SCALE.: ti:: = -G" FR. SCALE i /4" = I -0" L_ r A 6 1 QN GHT ELEVATION 12 11 J T.O. PL 4 ".O. SUBFL� ROOF BEARING GARAGEiPORGr+ T.O. PLATE T.O. SUBFL. RQNT _L- NATION SCALE: i /4" = -0" SCALE: 1/4" = I' -0" 12 ELEVAT NOTES: 1. SEE SHEET I FOR ADDITIONAL NOTES. S.G 5 REAR ELEVATION I. VERITY SHEAR WALL NAILING AND HOLDOWNS PER PLAN $ SCHEDULE PRIOR TO INSTALLING SIDING. 2. MASONRY AND WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER U.B.G. 3102. 5. CAULK ALL EXTERIOR JOINTS It PENETRATIONS 4. PROVIDE WEATHER STRIPPING d FLASHING AT ALL DOORS d WINDOWS 5. PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLASHING 4 GOUNTERFLASHING ® ALL ROOF PENETRATIONS, CHIMNEYS 4 SKYLIGHTS. 6. PROVIDE CONTINUOUS METAL GUTTERS 4 DOWNSPOUTS ® ALL EAVES, TYPICAL. 4 ° 4 ° SKYL I GHT W/ LAM. GLASS. _1 I i2 12 R:-S ti S+^iNGL S 0 /ER FELT ON 12' EX S. EAT— NG. Q / 1x2 O /ER ' x8 FASO A A' GOP:'. MT.... GUTTER T.O. PLATE 4x BRACKET. SIM 5+-4T. 6 R.S. °L--WD. et/ 1x2 2' O-C. Ix8 TR'J BD 1x6 TRM BC. T.O. SUBFLOOR T.O. PLATE 8x8 P.T. POST !x4 TR1M BD. 6" EXPOSURE L AP S:D'NG. 2x6 ON 2x4 TRIM. 36" H. RAIL'S Al 2x2 PICKETS 4 5 3/8" O.G. LIGHT WEIGHT ROCK VENEER. T.D. SUBFLOOR FINISH GRADE SLOPE AWAY PROM STRU0TJRE CONC.. FOUNDATION. T.O. PLATE T.O. SUBFL. G of TUFWILA APPROVED JAN 1 5 2003 PrJ!.CU •■•■•■■■, MAP /S N �`I 5 •• ••....... Off, i �'` •• REPRODTION • ••• �! : CF THESE ANS BY • £. • A' °' MEANS S ROHIBITED •• • B" FEDERA. l A � A IONS ; 1111 of PublishIrtg ; Z • Home Designers (n • 10 $1OC,O C PER CF` ENSE. i V ` • CA ! THE DESIGNS R TO • Q •• OB'A N LEGAI COQ ES . /� 1 I , •. O *HIS P:.A'. ▪ •••' O`C GAS .- air i 1oz-3(, '.OIiTHWI `.T, Nt; HR )U CONSTRUCTION FOR • ACII '. tUII. 1 rROA. 'HE SE PI ANS. 'HEST PLANS ARt. COPYRICrITED IN ACCORI)ANC1 WITH tEDIKAI '_TATUTES I t PRODUCTION NS AN)' vF 11400 Of AI ;. OR P(R 1ONi OF 'BEST PI AN' ON ;ARIA(IONS iHFRE01 WITHOUT M4t1TT( PERMI`.'.IC J 1 i:OM ARCIIITLCTS NORTHWEST, +NC +5 511:IC ',LY R01(11111E0 1HE5L ;1H WIN I:S ANT) I) AN'� �1:T •)R1)I ON THIS SHEE1 AS O Mf IT% OF SERVNl' ARL. AND ';HALL REMAIN, 1lIE PROPERTY 01 , ARCHITECTS NORTHWEST, ■NC , , 0 ___ V h OE- I U- (N k..) 0 IF In ("N I Z A NSIGNEO Br DATE• or:AWN BY nn IF D.H. 11/26/'11 I AURAL pr. DAZE ANN II/28/11 RivisFn 8 DATE SUN 2/1/00 r SCALE.: ti:: = -G" FR. SCALE i /4" = I -0" L_ r A 6 1 QN GHT ELEVATION 12 11 J T.O. PL 4 ".O. SUBFL� ROOF BEARING GARAGEiPORGr+ T.O. PLATE T.O. SUBFL. RQNT _L- NATION SCALE: i /4" = -0" SCALE: 1/4" = I' -0" 12 ELEVAT NOTES: 1. SEE SHEET I FOR ADDITIONAL NOTES. S.G 5 REAR ELEVATION I. VERITY SHEAR WALL NAILING AND HOLDOWNS PER PLAN $ SCHEDULE PRIOR TO INSTALLING SIDING. 2. MASONRY AND WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER U.B.G. 3102. 5. CAULK ALL EXTERIOR JOINTS It PENETRATIONS 4. PROVIDE WEATHER STRIPPING d FLASHING AT ALL DOORS d WINDOWS 5. PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLASHING 4 GOUNTERFLASHING ® ALL ROOF PENETRATIONS, CHIMNEYS 4 SKYLIGHTS. 6. PROVIDE CONTINUOUS METAL GUTTERS 4 DOWNSPOUTS ® ALL EAVES, TYPICAL. 4 ° 4 ° SKYL I GHT W/ LAM. GLASS. _1 I i2 12 R:-S ti S+^iNGL S 0 /ER FELT ON 12' EX S. EAT— NG. Q / 1x2 O /ER ' x8 FASO A A' GOP:'. MT.... GUTTER T.O. PLATE 4x BRACKET. SIM 5+-4T. 6 R.S. °L--WD. et/ 1x2 2' O-C. Ix8 TR'J BD 1x6 TRM BC. T.O. SUBFLOOR T.O. PLATE 8x8 P.T. POST !x4 TR1M BD. 6" EXPOSURE L AP S:D'NG. 2x6 ON 2x4 TRIM. 36" H. RAIL'S Al 2x2 PICKETS 4 5 3/8" O.G. LIGHT WEIGHT ROCK VENEER. T.D. SUBFLOOR FINISH GRADE SLOPE AWAY PROM STRU0TJRE CONC.. FOUNDATION. T.O. PLATE T.O. SUBFL. G of TUFWILA APPROVED JAN 1 5 2003 PrJ!.CU •■•■•■■■, MAP /S N �`I 5 •• ••....... Off, i �'` •• REPRODTION • ••• �! : CF THESE ANS BY • £. • A' °' MEANS S ROHIBITED •• • B" FEDERA. l A � A IONS ; 1111 of PublishIrtg ; Z • Home Designers (n • 10 $1OC,O C PER CF` ENSE. i V ` • CA ! THE DESIGNS R TO • Q •• OB'A N LEGAI COQ ES . /� 1 I , •. O *HIS P:.A'. ▪ •••' O`C GAS .- air i 1oz-3(, ROOF VENTILATION _ Standard Truss/ Scissor Truss Roof Framing Assembly: High Roof Roof Area 1504 sf Ventilation Required: 1504 sf. / 300 = Provide 1/3 Ventilalion at Eaves, 2/3 above Midpoint! 12" below Ridge 721.92 si Req'd Birdblocking = 3 5 si./ If - 25% reduction = rave Ventilation Req'd = 721.92 si. X .33 / Si. per If = Provide . 91 If. birdblocking. Ventilation = Ventilation Provided = 238.875 Si, is Greater than 2.63 si / If 90.76 If 238.88 si. 238.23 Si. Req'd Upper Roof / Ridge Ventilation: 24" x 24" Gable Vent 576.00 si. each - 25% screen reduction = Upper Ventilation Req'd = 721.92 si, X 67 / Si. of each vent = Provide 2 0 24" x 24" Gable Vent Ventilation Provided = 864 00 -.. is Grealei than ...,_ CI 0 0 is in (N I Use : (Minimum) 2 24" x 24" Gable Vent Use : (Minimum) 91 If. birdblocking. Ventilation ., Lis kD § g v , 4 -4 EL 5 ii■- SIGNED BY- DA'E DRAWN RY. (Mir D.1-1 1 1 A ■FRAI 13 DATE ANN II/28/11 1, vISM PY. DAM SUN 2/1/00 / ROOF VENTILATION Standard Truss/ Scissor Truss Roof Framing Assembly: High Roof Roof Area 1504 sf Ventilation Required: 1504 sf. / 300 = Provide 1/3 Ventilalion at Eaves, 2/3 above Midpoint! 12" below Ridge 721.92 si Req'd Birdblocking = 3 5 si./ If - 25% reduction = rave Ventilation Req'd = 721.92 si. X .33 / Si. per If = Provide . 91 If. birdblocking. Ventilation = Ventilation Provided = 238.875 Si, is Greater than 2.63 si / If 90.76 If 238.88 si. 238.23 Si. Req'd Upper Roof / Ridge Ventilation: 24" x 24" Gable Vent 576.00 si. each - 25% screen reduction = Upper Ventilation Req'd = 721.92 si, X 67 / Si. of each vent = Provide 2 0 24" x 24" Gable Vent Ventilation Provided = 864 00 -.. is Grealei than 432.00 Si each 1.12 vents 864.00 si 483.69 si. Req'd Use : (Minimum) 2 24" x 24" Gable Vent Use : (Minimum) 91 If. birdblocking. Ventilation ., 864.00 Si 238.88 Si. Total Ventilation Provided 1102.88 si. IS GREATER THAN : 721.92 Si. Req'd Standard Truss/ Scissor Truss Roof Framing Assembly: Lower Roof Roof Area (Garage/Poich). 67.67 sf Ventilation Requited: 67.67 sf. / 300 = Provide Ventilation at Eaves 32.48 si. Req'd Birdblocking = 3 50 si./ If - 25% reduction = Faye Ventilation Req'd = 32 4816 si / si. per If -, Provide : 13 00 If birdblocking. Ventilation = Ventilation Provided = 34.125 si is Greater than 2 63 Si / If 12.37 If 34.125 si 32.48 Si Req'd Use : 13.00 If. birdblocking. Ventilation = 34.125 si. Total Ventilation Provided 34.13 si. IS GREATER THAN : 32.48 Si. Req'd iT e . - 1. • - ,t wit }"“: 9-4; AN.) 5 8 ,..-- 1 i A ;ON S A.1 E... r71 =•,•:C)DE, ef 1 • , . i fP F- ( PRE Si1-z.J' t i',i If 1 ft it r' f rll 1 1 - c • Jt , t._ !i i i ,.', AX , F7' ikt i '.. x, PV i I Fr, t':' J. TEE' , ..:.r , 8 it f i F: i. ot - ';)S ., : 1 1:: :iii.., F 7 : :77,,, F: (- i•ii i f;' , , (:E. , , : .:I... u A:JI\G i Fsiii 7 7 :;f•-. 7 .T ---, IR.77 - ;,!. t.)..',;••.i.::1. .€,i i , , :i. ,-. 1, T ''' i , 4 1 0 -.'0 ,-,', '..',"' ', f :I ; !: ' 0 • •'t ::. .,--%;:: rs i i'lf 3F•• I - I:, ,F,."-';: !Al:.. .. , , ,, 1I;;`,.. 4 . .: L .„- . ,. -.--. 1 --- I R 7.1 p..3 f'...,,):-;'..'`.. -.-:. ?-;-.....;., , f .".:I 1 ::: ' L F.) f .,, F ., 1 4 , i E , .. , Ii . i .t Pir li; , ': - F; 1 1 11 F;•: ..,„ . i 1 t ,,,,1 ,, E,1,...,.. P I ••-: i...: - ._,...,-,:: ,, i -.•.,1jc....."1.-7:: ' 1 , D , 11"-- i .., . 09 „__.. i 2001 Pf...7SIDEN I lAt vv CiiAP U. 6: HFAI ING SYS TEIV1S StZ114(.*.; i •.‘ 3 • E I _ _ „ (, •)T:r . -its • 5 I r M:• ;! E5RAC/<ET SCALE: 3/4" (3) r : . i' , t1 :: .-..')4, i'i•.• :, , i, : ~ , , - t• 7- : " i :,-..• i 1- .. 1 ! ',2 1 ' . 1 .....- .1 s ; .,,,, , -. .r.,..,:. ... '.--.;-.• t - i . . . : •...-:-.., ;„ ;, - i ;-:' ,-; : 1 , it; • - i '''''-'' : ' :".- --• i . 1 i . ''-' - . 1 ' il i; : 1 '. --•-: ,,....::,...::, 1,1-17:-..i."-- I '" „ r , r,‘• 4x4 HORi Z. 4x4 BRACKET a 45 2x4 VERT CD rn AiNf Pvil2f.)9Ur2r I <.; , t f$ r; ft,S Ir, rAt ' 5TI.Dpr. J ? • is N::'?“ • X.1 , 7. 7 2,:h RAFTERS 0/ 2x4 42 24" 0.C. END JACKS 24' 0.0.- 1.0. BEAM * PORCH SEAM PER F'L 1 X W 1---- ---,, H ( J)ATTIC qp i x • , , Amitilt. T 0 in '"C I , A 1 F'41 ' k . ■■■ _..../... !Lg....Mit! -.1•L'-:.. .... FOYER vifitomm CRAIALSF'ACE 2x4 P.T. DECKING OVER 2,3 P.T. DECK. JSTS w 6 O.G. T.O. SUBFLOOR Er 2)(6 RAFTERS 24" 0.0. L - J ROOF BEARING * GARAGE T.O. PLATE__ T.O. susr Lo Cf) Q N- O (44 I F.-- c.) cc co cc 0 a? z = F- C) .117. 7-1 ,4 I 6E! 14 SEC,TION 'A' 1.11 SCALE: 1/4' = 1-0 IT • ••■••:4V • • • • • I • • • 1111ff • A ••• %Mc • • • • • • •• BEI7RM 2 4" CONC. SLAB OVER 6 MIL BLACK VAPOR BARRIER ON 4" GRANULAR FILL. ••• • •••••AILA ••• &IPA • A•••• •••A•••••• • W. MA PI W.. RIR ORM MOM OR .1%! PIO/. R. 1 .1 MIL. AN ATT I C A• •••• •••A II, 1 kw, „mamma mu , FAMILY 12 L- I SE 1 E3' SCALE: 1/4" = l'-0" 6 MIL BLACK V.B. rhwor . 'T'V'( ii _ 111 "1 7 IN, FOREGROUND. (1) cp L.) W q Rtf,E,E - - - - vew ive - ii C\1 CRANLSFACE siteir, 7 1 I _ VENTED BLOCKING. T.O. PLATE EXT. FINISH PER ELEVATIONS 2x10 FLOOR JOISTS PER PLAN T.O. SUBFLOOR T.O. PLATE CO'FOSIT!ON NGLES 0 /ER CS* FE_ ON 1 /2 Ex SH7-45 PRE-ENG c 4NEERED TR.,SSES •24 j 2 - R-350 1 7.C. INSULAT ON _V Ok If t3AFFLE i T o O N EXTEND - 6'I xS FASO.A A C PER ELEVATIONS 2x.0 FLOOR J0i TYP. PER PLAN. T.O. SUBFLOOR T.O. PLATE R-.3 WALL INSULATION. 2x4 STUDS le' 0.0. 3/ TSG PLYWD. SUBFL. R-1.1 FLOOR INSULATION. 2x12 BELLY BAND. TO. SUBFLOOR FINISH GRADE. SLOPE AWAY FROM SIR. CONC. FOUNDATION. MP,O•VTION SHINGLES OVER * FE14.1ON 1/2" EXT. SHTHG. rRE TRUSSES -- 41) 24. R-35 ATTIC INSULATION INSULATION BAFFLE TO EXTEND 12" BEYOND INSULATION. OVER lx8 FASCIA iN/ CONT. METAL GUTTER. 5/4" T&0 PLYWD. SUBFL. 14" PLYVV. SUBFL. FL0OR INSULATION. 2 BELLY BAND O. ULOOR FIN' >,06,4RADE. SLOPE NNA PrikOM STR NC. r7 UNDATION. 1 c._ M P is P .....:. joCHofoo,opun:nebcpcliDilRsiaiiiigNnsecr., • . 3K2 "•-• • 5V FEDERAL IV/ V'CL A ' .7 II o .. T . a ••• a . . .. 0 k ,,,,,, •,,, 70 B DUCT 3 lO I N i :• , % ' `*: HESE PLANS SY •./ CA '.T.H.E • ...... IG • Q I :. t . G , , , - A •Li L s 0 1; 1,c. ,..• `( c- 3c.n.9 File: D 02 -0369 35mm Drawing #1 5l of ,t %t i 3I �� t �iiuiilllIIIIIIIIIiIIIIIIIIIIIIIiii I IILIIIIIIIIILIIIIIIi II1IIIIIIIII�IIIIiiiii 5 U L t, t 0 II I III I IIIIIII�IIII III III I II I I II II II IIII;LIIIIIIIIIIII1III I I I 1111111 GARAGE FFE 99 MAIN FLOOR FFE 100 5VENALK TRACT "D" PRIVATE ROAD SANITARY Wet MAIN 15' s. ■ 7 N N89711'48"W 75.00' BLA NO.L99 -0025 PARCEL "C" _ Mat r BSBL Ma 4 ' It/ I -r. e .— 5Te r Corned-Ion of Storm � _ to Orr hen. ' b Won V Part;t- NurrIier: 134060 -0929 ` __ __ - _ - I De'SGPIotIOf: tact 59 and 60 , Riverside Interurban Tracts, Volume 10, Page 14, Kklg Cavity, WA w .. • • SITE PLAN f=20' TRACT "E" � t wli 1 1 11'11 11 1 1 1 1 11 I I 1 11 [ I I I 1 ^ I 1 11 11 1 11 . 1 . 11 1 11 1 111 I I I I I II I O mz — — WATER SERVICE LIPS s SIDE SEYIER LINE —e 18M UNDERSROUND ELEC./PHONE/CABLE 4' RAIN DRAIN — GAS GAS — NEW GAS LINE t 0 IIIIIIIII�IIIIIIIIIIIIIIIIIII�IIIIiIIII�IIIIIIII11111IIIIIIIII !IIIIIIIIIIIIIIIIlIII111I�i� 'l'hese plans have been reviewed 1 - ,y the Public Works Department for conformance with current City standards. Acceptance is subject to errors and ()rt1i5sions which do not authorize violations of icioptcd standards or ordinances. The responsibility for the adequacy of the design rests totally with the 1 ( ner. Additions, deletions or revisions to these 11":1\% ingS after this date will void this acceptance ,nd \vi11 require a resubmittal of revised drawings subsequent approval. 1 711-11 acceptance is subject to field inspection by iilL' Public Works utilities inspector. I)a lZ /7_s, /02 c o 1 04th pe w) By: ( 56e- /04y 2,400L3 CITY 0 I- aCC►,.,r DEc i P ERm rr :boz- 3�y