Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D02-033 - BERRY RESIDENCE - NEW HOUSE
BERRY RESIDENCE 12804 35TH AVENUE SOUTH D02 -033 Public Works Activities: doc: Devperm City of "Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 7359600155 Address: 12804 35 AV S TUKW Suite No: Tenant: Name: BERRY RESIDENCE Address: 12804 35 AV S, TUKWILA, WA DEVELOPMENT PERMIT Owner: Name: BERREY RICHARD E Phone: Address: 3513 S 128TH, SEATTLE WA Contact Person: Name: ERIC HOLMGREN Phone: 206 - 786 -9911 Address: P.O. BOX 69736, SEATTLE, WA Contractor: Name: OLYMPIC DEVELOPMENT NW INC Phone: 206 - 246 -0055 Address: PO BOX 69736, SEATTLE WA Contractor License No: OLYMPDNO30MQ Expiration Date: 07/01/2002 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,274 SQ FT SINGLE FAMILY RESIDENCE, 430 SQ FT ATTACHED GARAGE AND 196 SQ FT COVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: CLEARING, LAND ALTERING, DRIVEWAY ACCESS, STORM DRAINAGE (CONNECTING TO EXISTING DRAINAGE DITCH IN FRONT OF NEW HOUSE), TESC, AND UNDERGROUNDING OF POWER. Value of Construction: $218,484.96 Fees Collected: $2,817.25 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: Occupancy per UBC: 7 Curb Cut/Access /Sidewalk/CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 40 c.y. Fill 10 c.y. Landscape Irrigation: N Moving Oversize Load: N Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: Y Street Use: N Water Main Extension: N Water Meter: Channelization / Striping: D02 -033 Start Time: Private: Private: Permit Number: D02 -033 Issue Date: 04/12/2002 Permit Expires On: 10/09/2002 End Time: Public: Public: Printed: 04 -12 -2002 z w r4 2 J U 0 N 0 W J i-- W 0 . u_ _ a . � W Z � I- 0 Z 0 0 . O — .. 0 E-. W W I 0 O W z. O N r= -- 0 z City of 1lk.1a Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: /LU 2v'.: ( : �f iii Date: '7 Z 0 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 . -rformance of work. I am authorized to sign and obtain this development permit. .— ■ . Signature: Print Name: doc: Devperm D02 -033 Date: 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. Printed: 04 -12 -2002 doc: Conditions City of'1'ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 7359600155 Address: 12804 35 AV S TUKW Suite No: Tenant: BERRY RESIDENCE PERMIT CONDITIONS 1: ** *BUILDING DEPARTMENT * ** 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: ** *PUBLIC WORKS DEPARTMENT * ** 14: 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. 15: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 16: 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. 17: Any material spilled onto any street shall be cleaned up immediately. 18: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 19: 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. 002 -033 Permit Number: D02 -033 Status: ISSUED Applied Date: 02/01/2002 Issue Date: 04/12/2002 Printed: 04 -12 -2002 i z 1 ✓ w -J U O 0 W= J H W 0. LL N d = F- W z � 1— O Z w • w U O N O I- w t" O . Ol Z Signature: Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 20: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. 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. 002 -033 Date: / ` )� —CD Printed: 04 -12 -2002 Project Name/Tenant: Type of work: ail New Single - Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Value of Construction: Existing Square Footage for Structure: /VA sq. ft. Dwelling sq. ft. Covered Deck(s) Site Address: . 36 .- T AW s nia ,,\, Ire City State /Zip: u r" City State /Zip: . A C j ('e,lb Tax Parcel Number: �"- , 7 , .o - of --. oz, . Phone: e ZQ) z-e/Q, - s Fa #: t (c) ) "Z.061.- 0:733 Property Owner: c =�V"&P e1 )1_yfJ p/ d Ek Street Address: F Ir.... . . .. A 4 . — Contractor: c•-. / p, e t)�c -Mt --- City State /Zip: ` _ Ph ne: (z c) Zeieo - cosc Fax #: Art 7--4/ _ Street A• dress: Architect: Phone: Street Address: City State /Zip: L e c t f /ti) j/iUC_. Uhl q Z Fax #: .../I Engineer: M by ✓ 1 ✓ rzJ hj� � Phon (. z53) C I � - Street Address: 1 Ito_ PG QL1 City State /Zip: Fax #: rz, �.4Ct X lll16 Cx.1 Contact Person: ti 1 -bGrvi,c r Phone: (am) -sq L Street A ess: City State /Zip: P C . I3 c x c)77 7e- cat/I �. o Fax # #• Caen) 'Z4 -oo Description of work to be done: l )\Lf: C..- rektAt y ` Type of work: ail New Single - Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: 24 Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: /VA sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: 777 ' sq. ft. Dwelling ICkCj sq. ft. Covered Deck(s) 1 130 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)__ fln *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 Soutltcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 "'NR STAFF USE ONLY Project Number: Permit Number: bettoottab 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. APPLICANT: REQUEST: FOR PUBLIC WORKS:SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: fAdditlonal reviews, shall be determined by the Public Works Department) ❑ Channelization /Striping lig Curb cut /Access /Sidewalk ❑ Fire Loo /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone , J Hauling P Land Altering: ill Cut Ord cubic yds. 0 Fill Jr") cubic yds. ❑ Moving an Oversized Load: Start Time: ❑ Sanitary Side Sewer #t: ❑ Sewer Main Extension 0 Private 0 Public in Storm Drainage ❑ Street Use El Water Main Extension 0 Private 0 Public El Water Meter /Permanent # Size(s): ❑ Water Meter Temp it Size(s): Est. quantity: gal Schedule: P t - Miscellaneous UNri)C(ZG12..ovugt,-.1G or pov, 12, End Time: 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: PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 Date application expires: 43 -. 4Z Application taken by: (initials) ..l ¢egomst ptrA D d :^ :if„ ^. �.�f iJ.•�if�f l 4*� ♦. Y r '. BUILDING OWNER OR AU* RIZED AGENT: Signature: «. !- , , , * Date: 1 - Z Print na "*' ' • * �• � � Pho e: �/^ Address: Fo, c1c City /State /Zip: GOO `t ALL SINGLE - FAMILY RESIDENTI L PERMIT APPLICATIONS MUST BE S BMITTED WITH THE FOLLOWING: DRAWINGS PREPARED 131 REGISTERED ARCHITECT OR PRC .SSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL A FIWI S iALL 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 -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing'easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. z 7. Parking plan. re 2 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. v o 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. w 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the 1.11 _ 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 w high water mark. g 5 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form Q H -9). I 111 Foundation plan and details w 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. ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". z Floor plan i.. p Roof plan Building elevations (all views) v o Building height - O !— Building cross- section w • W Structural framing plans and details necessary to completely describe construction I— u-O Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available Iii z co at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. 0 O ~ BulldingOwner /Authorized Agent If the applicant is other than the owner, registered architect /engineer, or contractor, licensed by . 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 z z , RECEIPT w w Parcel No.: 7359600155 Permit Number: D02-033 0 o _I o Address: Status: PENDING s . c0 0 u w Suite No: Applied Date: 02/01/2002 W -J App licant: BERRY RESIDENCE Issue Date: u) u_ Receipt No.. R020000143 Payment Amount: 554.94 15 u.< w D — a Initials: SKS Payment Date: 02/01/2002 03:00 PM I w User ID: 1165 Balance: $858.25 1- x z 1- o Payee: ERIC ERIC HOLMGREN la u1 2 D D 0 0 TRANSACTION LIST: Type Method Description ev Amount Payment Check 4123 554.94 'LI co c.) P o .z ACCOUNT ITEM LIST: doc: Receipt Current Pmts PLAN CHECK - RES City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 Description Account Code 000/345.830 554.94 Total: 554.94 3444 02/06 1716 TOTAL 554.94 Printed: 02-01-2002 • 1.1.,4 ; Parcel No.: Address: Suite No: Applicant: Payee: ACCOUNT ITEM LIST: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I W rt e _ J0 UO : 0 CO I J 1- U) LL, W O Receipt No.: R020000485 Payment Amount: 2,262.31 g d Initials: KAS Payment Date: 04/12/2002 04:39 PM = a User ID: 1684 Balance: $0.00 I— W _ . F- O Z F-- lu il l D0 O tn, TRANSACTION LIST: CI— Type Method Description = W : Amount P: Payment Check 2654 2,262.31 — O iil Z : on O F— Z 7359600155 12804 35 AV S TUKW BERRY RESIDENCE OLYMPIC DEVELOPMENT NW Current Pmts BUILDING - RES INSP FEE - STORM DRAIN INSP FEE - UTILITY LAND ALTERING PERMIT FEE PLAN CHECK - RES PLAN CHECK - UTILITY STATE BUILDING SURCHARGE RECEIPT Description Account Code 000/322.100 412/342.400 000/342.400 000/322.100 000/345.830 000/345.830 000/386.904 Permit Number: Status: Applied Date: Issue Date: 1,660.15 15.00 15.00 23.50 524.16 20.00 4.50 Total: 2,262.31 D02 -033 APPROVED 02/01/2002 15917 04/18 '2716 1 l O1 AL. 2 C 6 Printed: 04 -12 -2002 Project: Type of Inspection: / Address: /2 0 - t .5 5,... Date Called: , / / Z Special Instruction ? s: ` c )---- '" Date Wanted/J Requester: Phone ND: �2r° 3 --22 . / 7 INSPECTION RECORD I Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 A pproved per applicable codes. COMMENTS: Inspector: Date: /�-‘7-2_ El Corrections required prior to. approval. $47.00 REINSPECTION EE REQUIRED. Prior-to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z �_- Z a: Lu -JU U O • 0 (O W J H CO LL W O. g u_ ? co =W Z � f- O Z F--. U . O � o �. W W u' O U u) P. Z 5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. ITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 S Address:.:: OLA-A Special Instructions:,., Type of Inspection: p .' /^ ' Date Called: /6 Date Wanted: / t/cy2_ a.m. p.m. Requester: No: t._uL 61 - 2)-1 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: F 4 L y w -L, Inspector: A s Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid . att300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z Zi> W ce 6 UO to WI W O u_ < - d I 2 I— o Z 111 uj U � 0 C O I- �. III w I U _ O .. W Z F- • I O H Z Pro ect: • yr rs�e /iC Type of Ins ect' n: (VP.Ii 1 5/c // 74 A e ��YG� 3S �� . � —� Date Cal led: //— / — o 2 Special Instructions: Date Wanted: V_ o2 C m. Requester: Phone No: 2Ctr ^6:'S'3• 2.21? INSPECTION RECORD Retain a copy withrpermit IN P ION NO. PERMIT ` CITY OF TUKWILA BUILDING DIVISION 4 �.I► 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 4 1 -36 0 Approved per applicable codes. COMMENTS: Col P Lee P1 th.t 1 1 i'7� to Inspecto /Ul rkf / &0 Corrections required prior to approval. Date: / $47.00 REINSPECTI(1 FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: (Date: z W JU O 0 N 0 . WI W O 2 u_¢ • d = i-- W ~ U O N CI I— W w ir- .. z W o � z Pfp Act: • _ i r X r r L ?)P3_1((ei/C C2 ( -fns Type of cpp\M: Address: I 9 5 Pill C Date C7. 0 4 /04 Special Instructions : Date Wayd: Pi it)4 g )11 Requester r ‘C... Phone No: 0 ' 7S0 il ;., INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 K Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 RE1NSPECTION FEREQUIRED. Prior to Inspection, fee must be at 6300 Southcenter B vd., Suite 100. Call td schedule reinspection. Rece it No.: Date: g coz_, Date: (206)431-3670 otiwt.:4;;;;44:i; titraka a+. . I" LLI D J 0 0 In a UJ W W u. I— LLI 0 • Z I— LL! Lu 0 - 0 F- UJ u j I a; Z (,) 0 1 0 • ; .44; th. Type of Inspection: i i I =r)4, (Oa 1 I bocL 1 r C( Address: , Date all led:, Special instructions: Date wanti d: / a.m. z 1 f OD. (CrTr.) Requester: Phone: DCX- R6, - 9' 9 1 \ INSPECTION NO. 1 , • ■ . • INSPECTION RECORD Retain a. copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: 11_4ie Aar tbfr)qtrr Fr iftv " ci pro ve S y [Al 1 I JOGt; ke e - [JL1. ro f4).+e otpfro,)," Approved per applicable codes. 11 Corrections required prior to approval. PERMIT NO. (206)431-3670 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Z W . 6 0 o (0 0 WI uu -3 1- U) u. w 9 u. < 2 W. 1-0 z n • m 0 = • I— T 111 r w — 0 C.) U) I= 0 z ect: y e � 51,4 I ess: l Dat Special instructions: Date nt d: <.m. /)4? p.m. Request r , — Phonc. ` 78b, em INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: t , te,LJN. _ cl J r -4. Q Lo 7.00 REINSPECTION FE REQUIRED. Prior to in3election, fee must be paid t 6300 Southcenter Blvd., S ite 100. Call to schedGle reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. . x1uiWr {;. ;';'i{vt•;'f.ia t7:5i+lis:;;i %};i�;{ki .dry.�kE 'rf Z 1 `~ W Ie UO N O W = w 0 a co = 1_ Z !O—. 0 I— W W U U- O .. W O I- Z Proj T Type of Inspection: Ad ress: D Date called: Special instructions: D Date wanted: / . . Requester:_ : Col Phony 06 78'4 � �/ .. • ' ..? nxta:+s; Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWIIA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: o2/ o 2 I), 5. 7 ►-4,. `'. I A) s -44-v 14"�f ( ' Inspector: l U Date 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: :a•: ".:jai %4vi� P�6j)e Type f- Inspection: • A l�ess l g0 3 Av. Date called '3x/ Special instructions: Date wante > (='�'' a.m. Requester � , P ne: h . 7 4, 11/ • CITY.OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: . a . INSPECTION NO. .Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. dVe Date _ 3 j w c7 $47.00 REINSPECTION E REQUIRED. Prior to nspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sc edule reinspection. Date: £ o -0 3. PERMIT NO. (206)431 -3670 COMMENTS: (.. .ilwict hay ,./ -e74)9._ _T 0-Lit.i 1 0 ) A id 1? 00 /<_ 0 /21 r - 7 i /4 Tei f 3 Zrct-t...", s e k-Chlo ■..--v\r-A I r.1.-A.A r 1 . 0 A ).-y-IA-e Lc, c,A_ t; VI 7 - 5 1) ' - a-AAAi (.,e* .c: bo---,vt ) i_.y-..0 -C--- (3-of PrOif/C-1: Derr Ci eegid-CPC-C Typ.eof Inspection: i rb 1 fy Am 1 Av s DatrIl i c,..g Special instructions: • Date a. m. / ....-.)TI. 7 . Requ e w/nted: ster:. - r Phone: 0( —78(o - qq/ i CITY OF TUKWILA BUILDING DIVISION • • • • 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit INSPECTION NO. (206)431-3670 -Approved per applicable codes. Corrections required prior to approval. Receipt No: Datek .00 REINSPECTION EIE REQUIRED. PriorA inspection, fee must be paid 6300 Southcenter Blvd., uite 100. Call toZchedule reinspection. Date:: \._ Project: V yr LI ReSle)62 vi CIL Type of Ins ection: (- la zir79 Address: _ , V ge. 35 eqv S Date,caf led: / (/17/0.2 Special instructions: Date %mated:- P.m. Reques k /C Phon INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 (206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: $47.00 REINSPECTION fEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: z re Ui 2 6 = _1 0 00 U) 0 u) UJI -I CO u_ 0 11J 2 ?- g 5 u.. w z 1 ._ c) z t- ill Lu O - O F- LU tu I- I 0 f Z LLI O . IF P 0 Z ect: 4 -Th Y r Reside u Typp of Inspecti9n:_ ix heay- (A....)q il Address: /2 SOLI '3 5 / _..c Date calle: e / 7 P 0/ 0 Z.- Special instructions: Date w/e i d: 7 2_ a.m.' Re phoy to - 786 - 99/I • • INSPECTION RECORD Retain a copy with permit 'INSPECTION NO. - I ITY OF TUKWILA BUILDINd DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Approved per applicable codes. fl Corrections required prior to approval. COMMENTS: PAZ /S ALCA714A$ cory. tt C. .; '4•53' n.. - - ; • • . ,fto ; Ce-,A-e14-0 ch e.e4 •••• S 7.00 REINFECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No / Date: Project; . Type„of Inspec y 4 / , ., / Address: 42eoy s Date call i ed: / Special. instructions: Date wanted: 7 --/ —e,2 rc-: p.m. Reques ;r: . C ..-2-c-e...... Phone: ,..7.06. 7,6-0r/ • '. • • • • ' • • ' . ••• , • • • E4.1 INSPECTION RECORD Retain a copy with permit INSPE •N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-367 COMMENTS: Date °? Approved per applicable codes. • Ei Corrections required prior to approval. .41 • $47.0171EINSPECTIO irE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: wad 1109,ct: ) 1 -./N A_A 1 Typp-ofInspection: riViP11-/ Date called: 7 6 7 6z... Special instructions: (..-- () Phone: Date wanted: 6°7 022(M Requester: 4-66 6 2 c )&, , ,,7 , 91 • ;”2",,-• •, • ' * • .. • f. 1 ; . . INSPE ION NO. CITY OF TUKWIIA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 154 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-3670 COMMENTS: cy cz-ri fl,4 d) ch A A a " e/ Datrkl. Th Corrections required prior to approval. 6t.A.1 C A 47.00 REINSPECTION • E REQUIRED. P jr to inspection, fee must be paid at 6300 Southcenter Blv ., Suite 100. Call to schedule reinspection. Receipt No: Date: .1.. ' ,2 ** 4 * i47.0;71•14.'4t*r&...orf: eceipt No : ". INSPECTION RECORD Retain a copy with permit INSPECTION NO. ITV OF TUKWILA BUILDING DIVISION 300-Southcenter' Blvd; #100, Tukwila, WA 98188 W : Address: '.Special;, instructions:' Type of Inspection: vo o-hi ici Ora Me, Date called: Date wanted: .3 - Requester: !L Phone: 966- Approved per applicable codes. Corrections required prior to approval. COMMENTS::: :$47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid ?at 6300 Southcenter Blvd.; Suite 100. Call to schedule reinspection. Date: PERMIT NO. (206)431 -3670 z ~QQ 11 Wes U O to 0 CO tu w 0 } , g J Q CO a z � Z n p O N O I-- w H U ` II z W • = ..' O 1— z P ect: �'/'1 Res de 2 T pe of Insp cti J A- ;� C h im I J 1 S "MO/ 35" AV / Dat all d• .p /0 ,=? Special instructions: (' ./( j It e _. a.m. Dat`eaataryEed� ,/G, . tali; Requester: _ / 1 -4 , A P ,P - 7& — 9 %/l INSPECTION RECORD Retain a copy with permit INSPECTION NO. • CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Inspec i((44 $47.00 REINSPECTI ' N FEE REQUIRE. Prior to inspection, fee must be paid at 6300 Southcenter B vd., Suite 100. C all to schedule reinspection. Receipt No: Date: 5' - / L— Date: Approved per applicable codes. El Corrections required prior to approval. . ' Srd', S; r:: n +n " A7S:5.!;a!'::}';.'id •i.*w ins x.4 Z Z rt 00 co 0 iu LL d. H = . z �.. z0 La U� 'O .0 F_; = W u. ' —O Z' U(' H ' 0 �... Z P ‘E..e rti W-eS I Drig-tJA 0 Type of Inspection: t.- caos4 4 z.rwo .---- Address: k 0 4 3 AO S Date Date called: 5 - (: 9 0 -0 -2 Special instructions: Date wanted: .:. 1 .. _11 . 1.' p.m. Reque r: Phone: . • ' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-3670 Approved per applicable codes. Ei Corrections required prior to approval. COMMENTS: StA el .,j I e , 61N t4/-S e-ktA) ki t'N (WI S 4- - (0 \ tiv:3-r-k Li 1 c)1,Adf u e SC t-k P-r€ 1...ANA6 50.kueyrio Ins Date: 0 REINSPECTION EE: REQUIRED. Pri to inspection, fee must be paid a 6.0O Southcenter Blvd., Suite 100. Call t• schedule reinspection. Date: Receipt No: Project: va r y Type of Inspectio : CV.Wert / td4 woYK Address: / 2go� 35 +h Ave .S Date called: -24-o/ Special instructions: Date wanted: ,, 11 a.m. 1 4 2S "02. p.m. Requester: y- . Y1 Phone: ry 0_ - 7O b- ct g l 1 • i.M ... >, vi i!',riF.:i;G?%h7^,c & 4r' tt& iz: iti.?;• rcil . <iKi`raclihty: %:f »yi INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: tit z �}GG.,,rc- Lti- , v . Inspector: %t1 Date: , // 2, �/ J2...... , $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Z • W U O. CO 0 W = 2 w w O. g J u. ¢ `oa = W F- _ Z I.. Zo • W U � O N .0 H. W • W ▪ O .. Z: P. O I .... Z retaining wall soils backfill house interior gravity resistance loading resistance soil beaming capacity centroid of dead weights finding net on base gravity max soil pressure checking concrete and rebar backfill side steel center line steel evaluation rotation tension force retaining wall all steel concrete backfill MDT Engineering Structural Calculaions For Olympic Development Plan #2274 December 17, 2001 GM Of MYNA APPROVED APR 12 NU TOTED RECEIVED CITY OF TUKWILA FEB 01 2002 PERMIT CENTER Consulting Structural Engineers 5513 S. 300th Place Auburn, WA 98001 (253) 946-8810 Building Official: These calculations are valid only with a wet stamp and only for the sites noted above. MDT Engineering Table of Contents Pane No Scope of Work Structural Notes ii Shearwall Schedule iii Typical Details iv - ix Lateral Analysis 1 — 6 Misc. Vertical Designs 7 -11 Consulting Structural Engineers 5513 S. 300th Place Auburn, WA 98001 (253) 946 -8810 MDT Engineering 1. Lateral Analysis with Basic Wind Speed = 80 MPH, Exposure B, Seismic Zone 3 2 2. Misc. Beam Designs as requested • g a 3. Review of Footing Sizes u) d 4. Calculations to eliminate backfill at inside of footings 1- i ?1.- We have provided the designer with a revised set of plans to be incorporated into the w o permit set and 2 copies of the structural calculations for his use in obtaining a building ? o permit for the referenced project. The scope of this agreement covers the design D phase only. If site inspections are required by the Building Department, these will be o g2` performed at an additional hourly fee of $75.00 per hour. Also, revisions to the original w W design will be billed at the hourly rate of $75.00 per hour. To reuse these calculations for another site, please contact MDT Engineering for review and approval. A new — z cover sheet is required with the new site address and an original wet stamp. Questions w cn about the attached information should be addressed to MDT Engineering. - I 0 z Scope of Work MDT Engineering was asked to provide structural calculations for the proposed structure. The following items are included: Michelle D. Thompson, PE. MDT Engineering Consulting Structural Engineers 5513 S. 300th Place Auburn, WA 98001 (253) 948 -8810 STRUCTURAL NOTES • CODES AND SPECIFICATIONS 1. Uniform Building Code - 1997 Edition 2. ACI 318 -83 Building Code Requirements for Reinforced Concrete 3. HILTI Fastening Technical Guide 4. Western Products Use Book 5. Simpson Strong Tie Connectors Catalog - 2000 DESIGN CRITERIA , 1. Wind Load - per Uniform Building Code - Method 2, Basic Wind Speed = 80 MPH, Exposure B 2. Seismic - per Uniform Building Code Zone 3, I= 1.0 3, Roof Load - DL = 15 PSF LL = 25 PSF 4. Floor Load - DL = 10 PSF LL = 40 PSF 5. Deck Load - DL = 10 PSF LL = 40 PSF 6. Soils - Assumed 2000 PSF Allowable Soil Bearing - Assumed 30 PCF Equivalent Fluid Pressure for Retaining Wall Design 7. Concrete - 2500 PSI @ 28 days - Grade 40 reinforcement - minimum 3" cover for all reinforcement except as noted at retaining Walls or other details 8. Mortar - Type S TIMBER CONSTRUCTION NOTES 1. Lumber grades and allowable stresses shall be as follows unless noted otherwise on plan: Glulam beams 24F -V4 Fb =2400 psi 1 3/4$ Micro=lams, LVL E =1800 ksi Fb =2800 psi 211/16 ", 3 W, 5 i/" & 7" Parallams, PSL E =2000 ksi Fb =2900 psi 2. When top plate is interrupted by header, header shall have strap connectors to the top plate each end. Use 2 - Simpson MSTA24 conhectors, UNO, 3. Ali shear wall sheathing nails and anchors shall be as detailed on the drawings and as noted In the shear wall schedule. All exterior Walls shall be considered shear walls. Use 7/16" min. APA Rated Sheathing - blocked - with minimum nailing 8d common @ 8" oc, UNO. 8d common hails shall be 0.131" 0 x 2 1/4" minimum. 4. Floor and roof diaphragm hailing shall be 8d common © 8 "oc at all supported panel edges and 8d @ 12 "oc at Intermediate supports. SOIL CONSTRUCTION NOTES 1. All footings and slabs shall bear on undisturbed soil or fill compacted to 95% Modified Proctor. 2. Assumed allowable soil bearing pressure = 2000 psf. GENERAL CONSTRUCTION NOTES t Contractor shall verify all dimensions in the field. Any variations from the drawings shall be brought to the attention of the Designer or Engineer. 2. Adequate shoring and bracing of all structural members during construction shall be provided,. Any proposed field changes to have the prior approval of Engineer. •z Z • • 0 N 0 CO i. ALL. w a� =a � Z �. F- O Z F-- U O O H. W W U ' .. z w • U U) • z MARK SHEATHING FASTENER SPACING 0 ALL EDGES BOTTOM PLATE NAILING OR ANCHOR BOLTS F RAMING ANCHORS (NOTES: 7 & 8) ALLOWABLE SHEAR NOTES 1A _ 7/16" MIN APA RATED SHEATHING OR APA RATED SIDING 303 8d0 8" oc OR 14 GA. c@ 6" oc OR 15 GA. 05 "oc 8d ® 8 "o0 or 14 GA. @ 6 "oo or 15 GA. la 5 "oc 8d 0 4 "oo or 14 GA. 0 4 "oo or 15 GA. 3 "oo 16d c@ 8 "oc OR 1/2" AB c@ 5' -8 "oc 18d a Woo or 1/2" AS 0 3' -2 "oc or 5/8" AB© 4' -8 "oc 2 -18d @ 8 "oo or i/2" AB 0 2' -0 "oo or 5/8" AB_O 3' -0 "oo 2 -18d 0 Woo or 1/2" AB 0 1' -8 "oo or 5/8" AB 0 2' -4 "oc A34 @ 2' -4 "oc A34 @18 "oo or A35 c@ 18 "oc A34 0 10 "oc or A35 0 12 "oc A34 0 8 "oc or A35 0 10 "oc 130 PLF 230 PLF 353 PLF 451 PLF 5, 2 5, 2 2 4, 2, 9, 10 1 7/16" MIN APA RATED SHEATHING OR APA RATED SIDING 303 2 7/16" MIN APA RATED SHEATHING OR APA RATED SIDING 303 3 - 7/16" MIN APA RATED SHEATHING OR APA RATED SIDING 303 _0 8d 0 3 "oo or 14 GA. 0 3 "oo or 15 GA. 0 2 Woo 4 7/16" MIN APA RATED SHEATHING OR APA RATED SIDING 303 10d 0 3 "oc or 14 GA. 0 2 Y2 "oo or 15 GA. @ 2 "oc 2 -16d 0 6 "o0 or 1/2" AB 0 1' -4 "oc or 5/8" AB c@ 2' -0 "oc A34 @ 6"oo or A35 @ 8 "oc 545 PLF 4, 2, 9, 10 5 1/2" GWB BOTH SIDES 5d COOLER OR GWB c@ 4" oc or #8 x 1 Y2" SCREWS 0 6 "oc 16d c@ 6 "oc or 1/2" AB @ 3' -0 "oc or 5/8" AB 4' -2 "oc A34 cj 14 "oc or A35 @ 18" oc 250 PLF 3 6 1/2" GWB ON INSIDE FACE ONLY 5d COOLER OR GWB 0 4 "oc or #6 x1 Y2" SCREWS 2 8 "oc _O 16d c@ 8 "oc or 1/2" AB@ 5' -6 "oc A34 0 2' -4 "oc 125 PLF 3 7 7/18" MIN APA RATED SHEATHING BOTH SIDES 1/2" GWB BOTH SIDES 8d 0 3 "oc or 14 GA. @ 3 "oc or 15 GA. 0 2 % "oc 5d COOLER OR GWB c@ 4 "oc or #8 x1 SCREWS c@ 6 "oc 2 -16d c@ 3 "oc or 5/8" AB c1' -2 "oc 2 -16d c@ 8 "oc or 1/2" AB 0 2' -4 "oc or 5/8" AB @ 3' -6 "oc A35 c@ 8 "oc A34 C@ 12 "oc or A35 @ 14 "oc , 902 PLF 300 PLF 9, 2, 11 3 8 .. e,yA+q.vr.•,n. �v r irG SH!`` ARWALL SCHEDUL NOTES: 1. ALL FASTENERS SHALL MEET THE FOLLOWING CRITERIA: 8D COMMON = 0.131" 0 X 2'/," MIN., 10D COMMON = 0.148" 0 X 2 W MIN.,18D COMMON = 0.187" 0 X 3 W MIN., 513 COOLER = 0.088" 0 X 1 5l8" MIN., 6D GWB = 0.092" 0 X 1 W MIN., 15 GA, STAPLE= 0.072" 0 X 1 W MIN., 14 GA. STAPLE =0,080 0 X 1 W MIN. 2. ALL APA RATED SHEATHING AND SIDING PANEL EDGES SHALL BE BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING AND FASTENED PER THE SCHEDULE ABOVE. PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. SPACE NAILS AT 12 "OC OR STAPLES AT 10 "OC ALONG INTERMEDIATE FRAMING MEMBERS. 3. ALL GWB SHEATHING ON DESIGNATED SHEARWALLS SHALL BE BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING AND FASTENED PER THE SCHEDULE ABOVE AT ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING. AT SHEARWALL TYPE 5 AND 8 ,THE BLOCKING AT THE HORIZONTAL PANEL EDGES AT THE INTERIOR PORTION OF THE SHEARWALL IS NOT REQUIRED. NOTE THAT THE FASTENING AT ALL STUDS AND TOP AND BOTTOM PLATES IS STILL REQUIRED. 4. WHEN SHEARWALL IS LESS THAN 28" IN LENGTH, REFER TO LATERAL RESTRAINT PANEL DETAIL. 5. PROVIDE 7/18" MIN. APA RATED SHEATHING (PLYWOOD OR OSB) OR APA RATED SIDING 303 OR INNER SEAL OSB RATED PANEL SIDING ON ALL EXTERIOR WALLS AND NAIL PER 1 U.N.O. O._ WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6 INCHES ON CENTER ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3 -INCH NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. 7. REFER TO TYPICAL SHEARWALL DETAILS FOR LOCATION OF FRAMING ANCHORS, FRAMING ANCHORS ARE NOT REQUIRED AT EXTERIOR SHEAR WALLS AT ROOF. 8. AT INTERIOR SHEARWALLS AT ROOF, TIE SHEARWALL TO ROOF TRUSS WITH FRAMING ANCHORS PER SCHEDULE OR EXTEND SHEARWALL TO ROOF AND SHEATH AND FASTEN PER SHEARWALL TYPE 1 OR 5. 9. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 3" OR LESS ON CENTER. 10. PROVIDE 2X2X3/16 PLATE. WASHERS @ ANCHOR BOLTS @ SHEARWALL TYPE 3 & 4. 11. PROVIDE 3X SILL PLATE © SHEARWALL TYPE 7. 1 X 4 �:S"i4l4sKti^ �fiT_'LS"' ..r."`' ... z w re 0 0 CO O CO la J I- O LL w 5 u a I--w z � I— 0 Z • ~ O • - w W O . z . W U = 0 z • ( n11t,Rt tin. 1, Bottom PL NAILING �--� PIR SW SCI- IEDULE 2 -2x STUDS &IMFSON I- IoLDDOWN. PILL ALL NAILI -TOLES W/ 16d NAILS. EDGE NAILING +� I3OT. PL 4 -- i'I � SILL PL. 1t1YA11. FOOTING DIMENSIONS OtN�R FDN. SECTIONS • I ANCHOR BOLTS PER 51 -TEAR WALL SCHEDULE. 1 PACE or- CONCRE TE CORNER 1/2" - MIN. •I . typical shearwall detail foundation wall - 0 1 WALL CoP17 GI-IT 19B5 1°11'1' Engineering MDT Engineering Consulting Eiltltblurnl ttittltiettl.n typical shearwall detail foundation wall mdt engineering anchor bolts holddown fill footing dimensions edge nailing r I3 I EDGE NAILING PER SW SCHEDULE. SHEATHING PER PLAN 4 SW 6C1- IEDULE. USE TOP PL NAILING ----_� PER SW SCHEDULE SIMPSON 'FRAMING ANCHOR PER SW SCHEDULE. TYPICAL INTERIOR SNEARWALL DETAIL UJ/ NO SHEARUTALL ABOVE COPYRIGHT 1995 MDT Engineering SHEET ND. MDT Engineering Consulting Structural Engineers 29415 66th Ave. S. Auburn, WA 96001 MICHELLE P. THOMPSON, P.E. (200) 040 -0010 Registered Professional Engineer ma NO. DATE CHECKED M.D.T. SCALE In_ 11 DRAWN LOCATION DocUcoM z ' W 6 J U O 0 . NCI W I J 1...' (4 LL W O g J' D. (L Q = l_ W. z � zo w ui U � O — W • W I— U : 11 0 .. z. w O 1- z A BOTTOM PL NAILING PER SU1 SCHEDULE 51- IEATNING PER PLAN 4 SW SCHEDULE. 2x STUDS EDGE NAILING BOT. PL, RIM JOIST 4 TOP PL. PER PLAN. CENTER ON RIM JOIST, AT INTERIOR WALL SLOT PLYWOOD. SHEET tin. SIMPSON STRAP u TYPICAL SNEARUJALL Dl'AIL W/ WALL F3ELOUJ GWk3 PER PLAN MDT Engineering ... , Consulting Structural Engineers • 28413 66th Ave. 9. Auburn, WA 000111 UncnWI. ,E D. TuoMf SON. P.E. (200) 848 -0010 Registered Professional Engineer • SIMPSON FRAMING ANCHOR PER SW SCHEDULE.. COPT" RIGHT 1995 MDT Engineering JON No. MEEKER M.p.T. DATE R(AI.E 1 =1 DRAWN I.n('ATIUN p ocUcoM z w aa � J U O 0 .1 LL W 0 LL Nc, W Z 1.. I— 0 Z F--. 0 — O 1— W w • U "- o . z• z I BOTTOM PL NAILING -- PER SW SCI - IEDULE SIMPSON STRAP --,, PER PLAN. SLOT PLYWOOD 4 BEND STRAP JST OR BLKG. LEDGE NAILING PAR 51-If 4RUJALL SCI -IED. V1V • •41. .. •U fllC4L SHEAf2UJALL DETAIL WHERE WALL FOES NQT.ocCUR...ELoUJ fi11EET NO. 1 MDT Engineering S' MIICflFLLE; O. 1'1f(1M1f'fi0N, Register /A f'rnfessInnoi Engineer Consulting Sfructurnl EtRfneers 20.113 001.1% Ave?. S. Auburn, I1,1 0111101 • (200) 0•I11 -111110 �.�- SI- IE4TI -IINC� PER PLAN 4 61- IEARWALI_ SCHEDULE. IF JOISTS ARE FA LL L TO 51- IEARWALL, PROVIDE DI3L JOIST UNDER SW. IOU NO. hA1E !MASH DcdIJ :I'•I 1 IF JOISTS ARE PERPENDICULAR TO 5I- IEARUALL, PROVIDE 2-2x BLOCKING BTUJN JOISTS FOR FULL LENGTH Or SW. COP1 "12IG14T 1995 I''ID T ngIneerIng ) olEcKEb 1-I.D.T. SCALE l 1.O1:A1111N zz ,Z L w 6 U O - 0 0 w J • o w g • - w a i s uj Z I- Z o • w U O D- o 1— w I U - Z Lii U N O 1— z NAIL E.5I-IEATI-IING TO HEADER 03" O.G. • E.W. APA RATED SHEATHING 3/E," MN. 24/0 EXP. I SIMF'SON 2x4 TOP PLATE . .I-IEADER (2) STU NAIL I N ) 2x4 13LOCKING SHEATHIi4�-; G:TO EA-I sfLip LATERAL RESTRAINT PANEL MAIL r' MDT Engineering moms; THOMPSON, Registered Professions, Engineer z ---42 GAUGE STAPLES OR Es PENNEY NAILS 40 3" O.C. ALL PLATES, I-IEADERS AND E.'7ILIDS. Consulting Structural Engineers 20413 With Ave. S. I Auburn, W A 00001 (200 oio-nolo 24" MIN. OR le MIN. rLYUJOOG, JOINTS. / — (2) 2x PLATE NAIL SI-IEATHING To EACH PLATE (3) 2x PLATE- 16 WIDE PANELS. 1/2"dia. ANCI•10R BOLTS' 1" MIN. EMBEDMENT 7')H ND. DA1 F -- Rom ANY CCPYRIGI-IT 1995 MDT Engineering CHECKED SCALE NTS WA 1 ION Z Ce —i C.) O 0 U) CO w x -J 0 < I— • U- Z I-0 Z W C.) w O — • W I-.- I 0 U. Z w co C.) 0 MLA Engineering. 29413 55th Ave , ` :„ Auburn, WA 98001, •.. 'ayi ",1 41 option a option b typical interior shearwall detail roof framing MDT Engineering Lateral Analysis 0 - 15' 15 - 30' V=2.5Cal W R Wind Loads: Basic Wind Speed = 80 MPH Exposure "B" Ce = 0.62 Ce = 0.76 Cq = 1.3 Qs = 16.4 PSF I=1.0 WL=CeCqQa1 0 - 15' WL= 0.62 x 1.3 x 16.4 x 1.0=13.2 PSF 15 - 30' WL=0.76x 1.3 x 16.4 x 1.0 = 16.2 PSF (1+11- 9)=- 321 Seismic Loads: Seismic Zone 3 Soil Profile Type Sc Ca = 0.33 I=1.0 R=5.5 V=2.5 x 0.33 x 1,0 W= 0.150 W 5.5 bi... : p,o0F (To)(5):-. 600 ax8)0 moult= (21)(1 .": t)I-LL cz.y.4)00) 1130 170 Consulting Structural Engineers 5513 S. 300th Mace Auburn, WA 98001 (253) 948-8810 gooAl Alc C.11 gnn), (/,)cf/z.)) 25 VJi tob imb p p TRIO, AREA SHEAR PEFZ FOOT - 9W TYPE Consulling Blruolwel Engineste P9413 65111 Ave, 9. Auburn, WA 98001 (200) 940.(1810 p no uplift garage beam garage header cantilevered joists at living room cantilever beam garage beam header at 3rd car garage check footings garage beam stairwell footing backfill exterior wall footing resistance to sliding forces base sliding force friction forces lateral sliding force from soil pressure p r February 26, 2002 Eric Holmgren PO Box 69736 Seattle, WA 98168 Dear Mr. Holmgren: City of Tukwila RE: CORRECTION LETTER #1 Development Permit Application Number D02 -033 Berry Residence 12804 — 35th Avenue S Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division and Public Works Department. At this time, the Fire Department and Planning Division have no comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3670. Sincerely, go-a- Brenda Holt Permit Coordinator encl xc: File No. D02 -033 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ..wyx..Mn n yy. i.' .rw1K :r- kr.YMf!z�l+l•�Maua¢ -.rl ..V z 1z re uj 6 J U 0 J 1- W g Q = CI uI Z I 1— O Z W 2 p ON 0 I- w w U ` — Z O~ z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -033 PROJECT NAME: BERRY RESIDENCE SITE ADDRESS: 128XX 35 AVENUE SOUTH X Original Plan Submittal Response to Correction Letter # DATE: 02 -04 -02 Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division [1?1" 4440 244.• 15 2 , Public Works X 1'1/1 ,i a. ted 2• -t- -- DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INI IALS: CORRECTION DETERMINATION: Approved ri Approved with Conditions \PRROUTE.DOC 5/99 Fire Prevention °V 2' 1142• Structural km a PERMIT COORD COPY Comments: TUES /THURS ROUTING: Please Route 11 Structural Review Required I I No further Review Required REVIEWER'S INITIALS: DATE: D TE: '2 1•d2 Planning Division {?! Permit Coordinator DUE DATE: 02 -05-02 Not Applicable DUE DATE 03 -05 -02 Approved with Conditions ri Not Approved (attach comments) DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -033 PROJECT NAME: BERRY RESIDENCE SITE ADDRESS: 12804 - 35 AVENUE SOUTH Original Plan Submittal X Response to Correction Letter # 1 DATE: 3 -22 -02 Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: tsuiilcfing ID vision P'11ar c\ 1- Documents/routing sllp.doc 2.28.02 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 2 Incomplete ❑ APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Planning Division ❑ Permit Coordinator DUE DATE: 3 -26-02 TUESITHURS ROUyING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: "t Not Applicable ❑ Comments: Permit. Center Use Only INCOMPLETE. LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 4 -23-02 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: z Z W -J O 0 to CO w J CO W O . LL = • a t W Z � H IIJ O ▪ 52 O I-- W • W H — O W Z U = ' O ff' z ACTIVITY NUMBER: D02 -033 PROJECT NAME: BERRY RESIDENCE SITE ADDRESS: 12804 — 35 AVENUE SOUTH DATE: 3 -22 -02 Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Approved Notation: REVIEWER'S INITIALS: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28.02 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) APPROVALS OR CORRECTIONS: PLAN REVIEW /ROUTING SLIP Fire Prevention ❑ Planning Division ❑ Structural ❑ Permit Coordinator ❑ Incomplete DUE DATE: 3-26-02 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUT)NG: Please Route re Structural Revie ed ❑ No further Review Required ❑ a If DATE: 3' ZOO DUE DATE: 4 -23-02 Approved with Conditions Not Approved (attach comments) ❑ KbAor.4 D h— 1'64 DATE: idt ` ` (' (1 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: z Z JU 00 N W = J � 0' W = • CI I— LU Z = I— O Z I— W U 0 O -' W • V — O w Z — ▪ _ O I.. Z INSPECTIONS ❑ 1 Progress Inspection Status ❑ 2 Pre- construction ❑ 3 Investigation ❑ 4 OK to Occupy ❑ 5 Remove Stop Work Order ❑ 6 Follow -up ❑ 7 Pre -Move Inspection 50 WSEC Residential 60 WA Ventilation/Indoor AQC 70 NLEA Inspection/Modular Struct ❑ 71 Mobile Home Tie Down Insp ❑ 72 Marriage Lines 90 Resteel 95 Footing Drains 100 Foundation Footings 200 Foundation Walls ❑ 250 Foundation Insulation ❑ 300 Concrete Slab /Slab Insulation 350 Crawl Space 400 Shear Wall Nailing ❑ 450 Plywood Wall Sheathing 500 Roof Sheathing Nailing 525 Plywood Deck Nailing 550 Exterior Wall Sheathing ❑ 600 Masonry Chimney ❑ 610 Chimney Installation/All Types 700 Framing ■ 750 Roof/Ceiling Insulation • 800 Floor Insulation ►� 801 Wall Insulation )� 802 Exterior Roof Insulation 803 Glazing Inspection ❑ 815 Lighting and Controls ❑ 900 Suspended Ceiling 1000 Interior Wallboard Fastening 1001 Exterior Wallboard Fastening 1110 Pre -Move Inspection 1115 Motor Inspection 1120 Pre -Demo 1140 Pre - reroof 1400 Final -Fire 1700 Final- Building ❑ 1900 Final - Reroof ❑ 3100 Site Visit ❑ 4000 Special- Concrete ❑ 4001 Special -Bolts in Concrete ❑ 4001 Special - Mom/Resist Cone Frame ❑ 4003 Special -Reinf Steel Prestress ❑ 4004 Special- Welding ❑ 4005 Special- High - Strength Bolting ❑ 4006 Special - Structural Masonry ❑ 4007 Special -Reinf Gypsum Concrete ❑ 4008 Special - Insulating Conc Fill ❑ 4009 Special -Spray Fireproofing ❑ 4010 Special- Piling, Piers, Caissons ❑ 4011 Special - Shotcrete ❑ 4012 Special- Grading, Excav /Fill ❑ 4013 Special - Retaining Wall ❑ 4014 Special -Panels ❑ 4015 Special -Smoke Control System PERMIT NO,:bO/Z." O5 BUILDING PERMITS ■ t. ViDteS o t p l mevs TENANT NAME: CONDITIONS je 10001 No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division 10002 Plumbing permits shall be obtained through King Co 10003 Electrical permits obtained through L & I ►` 10004 All mechanical work shall be under separate permit 10005 All permits, insp records & approved plans available Iffi 10006 All structural concrete shall be special inspected ❑ 10007 All structural welding shall be done by WABO certified inspector ❑ 10008 All high- strength bolting shall be special inspected ❑ 10009 Bolts installed in concrete shall be special inspected ❑ 10010 When special inspection is required...notify Tukwila Building Division ❑ 10011 The special inspector shall submit a final signed report ❑ 10012 Any new ceiling grid and light fixture installation ❑ 10013 Partition walls attached to ceiling grid 0 10014 Readily accessible access to roof mounted equipment 6 10015 Engineered truss drawings & calcs shall be on site 10016 Any exposed insulation backing material shall have ❑ 10017 Subgrade preparation including drainage, excavation ❑ 10018 A statement from the roofing contractor verifying fire retardant class of roof • 10019 All construction to be done in conformance w /approved plans ❑ 10020 Structural observation shall be provided for this project ❑ 10021 All food preparation establishments must have King Co ❑ , 10022 Fire retardant treated wood shall have flame spread of 10023 Notify Building Division prior to placing any concrete 10024 All spray applied fireproofing shall be special inspected ❑ 10025 All wood to remain in placed concrete shall be treated ❑ 10026 All structural masonry shall be special inspected 10027 Validity of Permit 10028 Rack storage requires separate permit 10030 No occupancy of building until final insp by Bldg Div ❑ 10031 Comply with requirements of TMC 16.04 ❑ 10032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 10034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ 10035 Contact PW Div to obtain insp for water /sewer connect ❑ 10036 Manufacturers installation instructions required on site ❑ 10038 A C of 0 will be required for this permit ❑ 10039 Final approval for all TI w /in the limits of the SC Mall ❑ 10040 All construction noise to be in compliance with 8.2 TMC ❑ 10041 Ventilation is required for all new rooms & spaces ❑ 10042 Fuel burning appliances ❑ 10043 Appliances; which generate • ❑ 10044 Water heater shall be anchored ❑ 10045 Reroof ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" Plan Reviewer: Permit Tech: 4W Date: Date: Z W W i U O 0 N W 1-.. W 0 g Q _ • Ci 1— W Z W U � O - ❑ 1— WW 1— IO IJ Z W N H O Z ACTIVITY NUMBER: D02 -033 PROJECT NAME: BERRY RESIDENCE SITE ADDRESS: 12804 - 35 AVENUE SOUTH Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg El Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Documents/routing sllp.doc 2.2802 PLAN REVIEW /ROUTING SLIP d'WL Fire Prevention Structural Incomplete DATE: 3 -22 -02 Revision # After Permit Is Issued ❑ Planning Division ❑ ❑ Permit Coordinator ❑ DUE DATE: 3 -26-02 Not Applicable ❑ Structural Review Required ❑ No further Review Required ❑ DATE: 3124/0 Z.- DUE DATE: 4 -23-02 Approved ❑ Approved with Conditions N Er Not Approved (attach comments) ❑ Notation: DATE: /2, /oz.. Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: z w J 00 CO W= W 0 u. = • d 1. W Z � H- O Z 1— ILI U 0 O � � H W • U • O .. W U= z February 26, 2002 Eric Holmgren PO Box 69736 Seattle, WA 98168 Dear Mr. Holmgren: Sincerely, Brenda Holt Perin it Coordinator encl xc: File No. D02 -033 City of Tukwila Department of Community Development RE: CORRECTION LETTER #1 Development Permit Application Number D02 -033 Berry Residence 12804 - 35th Avenue S If you have any questions, please contact me at (206)431 -3670. Steven M. Mullet, Mayor Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division and Public Works Department. At this time, the Fire Department and Planning Division have no comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 - 3665 z . w Q t Q r 2 J U U O ND J N L W O u_Q = d . � Z �. 1- O Z w • w U O N o w • W : 1- H Z O 1- z J BUILDING DIVISION REVEIW Date: Project Name: Application #: Plan Review: Because of experience with crawl space drainage in the general vicinity of the subject site, the Tukwila Building Division has determined the plans are incomplete. Provide additional plan details to identify a crawl space footing drain and a separate discharge system from the roof drains. Include elevations of the crawl space and discharge system. The intent is that groundwater will not accumulate in the crawl space. Review the following construction options and code references when considering your design. 1. Revise the crawl space construction to a slab on grade floor, drains will not be required. 2. To maintain the crawl space construction, design the drainage system using the following State Plumbing Code subsoil drain requirements. U. P.C. APPENDIX M: SUBSOIL DRAINS M 1.5 (Washington State Amendments) ❑ Subsoil drains shall be provided around the perimeter of buildings having basements, cellars, or crawl spaces or floors below grade. Such subsoil drains may be positioned inside or outside of the footing, shall be of perforated, or open jointed approved drain tile or pipe not less than three (3) inches in diameter, and shall be laid in gravel, slag, crushed rock, approved three quarter (3/4) inch crushed rock, approved three quarter (3/4) inch crushed recycled glass aggregate, or other approved porous material, With a minimum of four (4) inches surrounding the pipe on all sides. Filter media shall be provided for exterior subsoil piping. / Subsoil drains shall be piped to a storm drain, to an approved water course, to the front street curb or gutter, or to an alley; or the discharge from the subsoil drains shall be conveyed to the alley by a concrete gutter. Where a continuously flowing spring or groundwater is encountered, subsoil drains shall be piped to a storm drain or an approved watercourse. ❑ Where it is not possible to convey the drainage by gravity, subsoil drains shall discharge to an accessible sump pit provided with an approved automatic electric pump. A sump pit shall be at least fifteen (15) inches in diameter, eighteen (18) inches in depth, and provided with a fitted cover. The sump pump shall have an adequate capacity to discharge all water coming into the sump as it accumulates to the required discharge point, and the capacity of the pump shall not be less than fifteen (15) gpm. The discharge piping from the sump pump shall be a minimum of one and one -half (1 -1/2) inches in diameter and have a union to make the pump accessible for servicing. ❑ Subsoil drains subject to backflow when discharging into a storm drain shall be provided with a backwater valve in the drain line so located as to be accessible for inspection and maintenance. No further comments at this time. � C�tt�ct.�+� ��� Q-�' � " (— ^P f�?•ect.+�. •CU�t,t�ttrd dti'�koie7 -ettyuaa �o cliteA 4411). •=i1 "wit 441-eetk oGlrGr- d-ittra aCo swe.e, d ot- Cerweiztodi 444.e:k Alt- it e+*-4. Feb. 7, 2002 Berry Residence building permit applications D02 -033 Ken Nelsen, Senior Plans Examiner WtM'j`a 1LigFMi!'ntl!?!.FfY.`:'.Y�R �+.1n� ✓r «. Tukwila Building Division 6300 SouthCenter Blvd. Tukwila, WA 98188 206 -431 -3670 z 1 00 U) o . LLJ W ga s u. = a Z = I— 0 Z w U C O - O F- W W I- - U. 0 .. Z CU 0 H z DATE: February 26, 2002 CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS PROJECT: Berry - (SFR) 128xx — 35 Ave. South PERMIT NO: D02 -033 PLAN REVIEWER: Contact David McPherson at (206) 433 -0179, ext.1638, if you have any questions regarding the following comments. Revise plan sheet, per attached plan review sheet and redlined plan sheet. Attachment and samples are provided, as applicable, to facilitate plan or permit approval. PLANS REVIEW 1 z ~ w re J U 0O U) 0 CO I H N 0 2 LL a = a w z = O Z I— W U O D 0 I- uj H ,- u - O U N 0 z Project: Berry (SFR) Jurisdiction: City of Tukwila Job Number: Review Number: First Date: 2/26/02 D Number: 02 -033 Reviewer: David McPherson Reference Category Reviewer Review Comments Designer's Reply Item No. 1 General dhm Provide, as applicable, additional information on your site plan per City single family residence HANDOUT - enclosed. Item No. 2 General dhm Revise your site plan, as applicable - see sample site plans - enclosed. Show existing ditch, provide storm culvert under driveway, driveway connection to street with 5' radius, existing edge of pavement, right -of- way dimension, existing mailboxes, and undergrounding of power - all in front of new house and along 35th Ave. South. Item No. 3 General dhm Provide Geotech notes, general notes, and construction sequence - see enclosed sample. Item No. 4 Power dhm Existing power pole @ SW property corner may be 25 kva - verify with power provider that this will not have to be upgraded for connection. Item No. 5 Sanitary dhm Provide note on plan that sanitary side sewer cleanouts shall be installed to finished ground level. Item No. 6 Geotech dhm Provide geotechnical report prepared and stamped by a Washington State Licensed Geotechnical Engineer. House foundation and drainage system, shall meet a specific geotechnical assessment, with final design recommendations. The purpose for this evaluation, is to ensure that the house will be resting on an adequate and safe foundation. A portion of your site is within a class 2 sensitive area - see enclosed map and Chapter 18.45 of the zoning code (Sensitive Areas Overly). Item No. 7 Geotech dhm A peer review of the geotechnical report shall be required and paid for by the owner /applicant. Item No. 8 TESC dhm Provide silt fence and other temporary erosion control devices, as applicable. Item No. 9 Trees dhm Show and label trees to be removed and those to remain. Item No. 10 General dhm Show proposed contours and spot elevations as needed. Item No. 11 Storm dhm Show on plan sheet how roof drains and foundation drain are configured at connection point. See Building Division comments for additional information. PLANS REVIEW 1 z ~ w re J U 0O U) 0 CO I H N 0 2 LL a = a w z = O Z I— W U O D 0 I- uj H ,- u - O U N 0 z DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES /THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved ri Approved with Conditions \PRROUTE.DOC 5/99 Fire Prevention Structural Incomplete PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -033 PROJECT NAME: BERRY RESIDENCE SITE ADDRESS: 128XX 35 AVENUE SOUTH X Original Plan Submittal DATE: 02 -04 -02 Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued Ifr\ Planning Division Permit Coordinator DUE DATE: 02-05-02 Not Applicable Comments: No further Review equir d DATE: 2 5-d D DUE DATE 03 -05 -02 Approved ri Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: 4✓ 4 DATE: 7 14,11 DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: z z r w 6 00 . N 0 J N u_ w � z Z � 1— 0 Z F- W D O N WW u. 0 . Z U2 0 F- z BUILDING DIVISION REVEIW Z w CC 2 6 UO N 0 J H w 0 g a s u. co o I �.w z = I-0 w 2. To maintain the crawl space construction, design the drainage system using the following State Plumbing Code subsoil drain requirements. o ( . 2 . o1-. w U. P.C. APPENDIX M: SUBSOIL DRAINS M 1.5 (Washington State Amendments) ❑ Subsoil drains shall be provided around the perimeter of buildings having basements, cellars, or crawl Z al spaces or floors below grade. Such subsoil drains may be positioned inside or outside of the footing, shall 0 = . be of perforated, or open jointed approved drain tile or pipe not less than three (3) inches in diameter, and F i— shall be laid in gravel, slag, crushed rock, approved three quarter (3/4) inch crushed rock, approved three z quarter (3/4) inch crushed recycled glass aggregate, or other approved porous material, With a minimum of four (4) inches surrounding the pipe on all sides. Filter media shall be provided for exterior subsoil piping. Date: Feb. 7, 2002 Project Name: Berry Residence building permit applications Application #: D02 -033 Plan Review: Ken Nelsen, Senior Plans Examiner Tukwila Building Division 6300 SouthCenter Blvd. Tukwila, WA 98188 206 -431 -3670 Because of experience with crawl space drainage in the general vicinity of the subject site, the Tukwila Building Division has determined the plans are incomplete. Provide additional plan details to identify a crawl space footing drain and a separate discharge system from the roof drains. Include elevations of the crawl space and discharge system. The intent is that groundwater will not accumulate in the crawl space. Review the following construction options and code references when considering your design. 1. Revise the crawl space construction to a slab on grade floor, drains will not be required. ❑ Subsoil drains shall be piped to a storm drain, to an approved water course, to the front street curb or gutter, or to an alley; or the discharge from the subsoil drains shall be conveyed to the alley by a concrete gutter. Where a continuously flowing spring or groundwater is encountered, subsoil drains shall be piped to a storm drain or an approved watercourse. ❑ Where it is not possible to convey the drainage by gravity, subsoil drains shall discharge to an accessible sump pit provided with an approved automatic electric pump. A sump pit shall be at least fifteen (15) inches in diameter, eighteen (18) inches in depth, and provided with a fitted cover. The sump pump shall have an adequate capacity to discharge all water coming into the sump as it accumulates to the required discharge point, and the capacity of the pump shall not be less than fifteen (15) gpm. The discharge piping from the sump pump shall be a minimum of one and one -half (1 -1/2) inches in diameter and have a union to make the pump accessible for servicing. ❑ Subsoil drains subject to backflow when discharging into a storm drain shall be provided with a backwater valve in the drain line so located as to be accessible for inspection and maintenance. No further comments at this time. .ti.. .nytirr.Wa.n.v ... y,,,,.... ......<..:... m...,....r.H. a...rr. ..•. w.w.w P. ../.. : e.r0V,W,P,Hn,..3, ACTIVITY NUMBER: D02 -033 PROJECT NAME: BERRY RESIDENCE �z b/ SITE ADDRESS: 128XX 35 AVENUE SOUTH b X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter #, DATE: 02 -04 -02 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Incomplete Comments: TUES /THURS ROUTING: Please Route PLAN REVIEW /ROUTING SLIP I I REVIEWER'S INITIALS: Fire Prevention Structural Structural Review Required C--53 APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved Approved with Conditions n l*t Planning Division Permit Coordinator DUE DATE: 02-05-02 Not Applicable Not Approved (attach comments) No further Review Required DATE: DUE DATE 03 -05 -02 I I DATE: DUE DATE Not Approved (attach comments) n DATE: ACTIVITY NUMBER: D02 - 033 PROJECT NAME: BERRY RESIDENCE SITE ADDRESS: 128XX 35 AVENUE SOUTH X Original Plan Submittal Response to Correction Letter # DATE: 02 -04 -02 Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Approved n CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions Comments: Incomplete n Not Applicable n Structural Review Required REVIEWER'S INITIALS: Planning Division n Permit Coordinator DUE DATE: 02 -05-02 No further Review Required n DATE: D.,— DUE DATE 03 -05 -02 Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) n DATE: z • Z O 0 N D W= J H w 0 < zF- 1- O Z W • W O • - • 1— WW � 0 ▪ O LLi U= ' P.' • F z ACTIVITY NUMBER: D02 -033 PROJECT NAME: BERRY RESIDENCE SITE ADDRESS: 128XX 35 AVENUE SOUTH X Original Plan Submittal DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete APPROVALS OR CORRECTIONS: (ten days) Approved Approved \PRROUTE,DOC 5/99 Response to Correction Letter # Revision # After Permit Is Issued Approved with Conditions CORRECTION DETERMINATION: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete REVIEWER'S INITIALS: Die DATE: 02 -04 -02 Response to Incomplete Letter # Planning Division n Permit Coordinator Not Applicable TUES /THURS ROUTING: Please Route Structural Review / Required No further Review Required REVIEWER'S INITIALS: `U._ DATE DUE DATE 03 -05 -02 Approved with Conditions ri Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE: 02-05-02 Comments: n Not Approved (attach comments)U 2/26/02. 2 DATE: DUE DATE 0 N CD U.1 J H N � w IL = • a � w z = ►- O z I- U O N O H- W W O .. z. w 0 E- z DATE: February 26, 2002 CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS PROJECT: Berry - (SFR) 128xx — 35 Ave. South PERMIT NO: D02 -033 PLAN REVIEWER: Contact David McPherson at (206) 433 -0179, ext.1638, if you have any questions regarding the following comments. Revise plan sheet, per attached plan review sheet and redlined plan sheet. Attachment and samples are provided, as applicable, to facilitate plan or permit approval. Project: Berry (SFR) Jurisdiction: City of Tukwila Job Number: Review Number: First Date: 2/26/02 D Number: 02 -033 Reviewer: David McPherson Reference Category Reviewer Review Comments Designer's Reply Item No. 1 General dhm Provide, as applicable, additional information on your site plan per City single family residence HANDOUT - enclosed. Item No. 2 General dhm Revise your site plan, as applicable - see sample site plans - enclosed. Show existing ditch, provide storm culvert under driveway, driveway connection to street with 5' radius, existing edge of pavement, right -of- way dimension, existing mailboxes, and undergrounding of power - all in front of new house and along 35th Ave. South. . Item No. 3 General dhm Provide Geotech notes, general notes, and construction sequence - see enclosed sample. Item No. 4 Power dhm Existing power pole @ SW property corner may be 25 kva - verify with power provider that this will not have to be upgraded for connection. Item No. 5 Sanitary dhm Provide note on plan that sanitary side sewer cleanouts shall be installed to finished ground level. Item No. 6 Geotech • dhm Provide geotechnical report prepared and stamped by a Washington State Licensed Geotechnical Engineer. House foundation and drainage system, shall meet a specific geotechnical assessment, with final design recommendations. The purpose for this evaluation, is to ensure that the house will be resting on an adequate and safe foundation. A portion of your site is within a class 2 sensitive area - see enclosed map and Chapter 18.45 of the zoning code (Sensitive Areas Overly). Item No. 7 Geotech dhm A peer review of the geotechnical report shall be required and paid for by the owner /applicant. Item No. 8 TESC dhm Provide silt fence and other temporary erosion control devices, as applicable. Item No. 9 Trees dhm Show and label trees to be removed and those to remain. Item No. 10 General dhm Show proposed contours and spot elevations as needed. Item No. 11 Storm dhm Show on plan sheet how roof drains and foundation drain are configured at connection point. See Building Division comments for additional information. PLANS REVIE V I4: A P 2Y�2nnr�. 1 Z • ~W re 6 J U O 0 U co 11,1 Ili H Q W0 • } g ~ J o Lj = W Z � l- 0 Z F— w • W 0 C to O — w I I ui Z U = . 0 Z City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3 v2/ er"Z ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued Project Name: BERRY RESIDENCE Project Address: 12804 — 35 Avenue S Contact Person: Eric Holmgren Phone Number: Summary of Revision: ,1 Entered in Sierra on Received at the City of Tukwila Permit Center by: 3 Plan Check/Permit Number: D02 -033 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision RECEIVED Y OF T UKWIlA 2 1 2002 02/26/02 H W . re J U U 0 U) = .. t—. . 2 J LL co = a 11w Z F . I-0 Z w U U 0 co 0 I— ww 0 O : w z U D. O ~ z CITY OF , (JKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Certificate of Water Availability PROJECT #: • b o 2 -053 PART A: (To be completed by applicant) Site Address (Attach mAgt and showing hydrant cation and size of main): ICI • '..a lor arrI �F / • � i 3�: q` r' •••a. 4 .4 4 , .. ;. c 4ntraMa� � 0.1. Address: •r► v r i l d Address: t Phone: Date: PART B: (To be completed by water utility ,district) Phone: Thi ertifiaeta is for the purposes of: f Residential Building Permit CommerciaVindustrial Building Permit Estimated number of service connections and meter size(s): Owner ent SI (Use separate sheet if more room is needed (Required only if outside City of Tukwila water utility district) ❑ Preliminary Plat ❑ Rezone sfA, Vehicular distance from nearest hydrant to the closest point of structure left. Area is served by (Wat utility district): The proposed project is located within ...t.ALILLA../l _ (City /County) The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: Use se ' state sheet if more mom is needed Based upon the improvements listed above, water can be provided and will be available at the site with a flow of I l$-fir qpm at 20 psi residual for a duration of 2 hours at a velocity of IS fps as documented by the attached calculations. 1 hereby certify that the above information is true and correct. 0 LL) 4 34 -o z- hone 00to-e' 4 - 1 1 41 B PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project RECEIVED ❑ Acceptable service cannot be provided to this project unless the improvements in item G2 are met. CITY OF TUKW:L ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to P2 above) ❑ Short Subdivision ❑ Other H -11 a Date FEB 0 1 20( 2 PERMIT CENTER z < • I 6 00 N W L1.1 J i-- LL w L? N d = w _ I.0 ZI- w • 0 O • N o ff w w L A: F a • Ili U= O ~ Z I [ . WoRKNo TOWARD A METTER ENVIRONNENTi 7Valb7T7 SEWER DISTRICT 14816 M111tary Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 1)02- (,) 3 Fax: (206) 242 -1527 CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY 2 Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability Part A: (To Be Completed by Applicant) Purpose of Certificate: Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants Name: ©� IJM+r�'�J beocto'pxent 5p, Phone: C - )--1 _q / Property Address or Approximate Location: 12 8 x.x, 35 I' 41.6 -. O6'53' Legal Description(Attach Map and Legal Description if necessary): * '735960-cASS 1 k, 1 - 1ZObb- A4 Spr\ rIcp roc, k 8.6'1 +;on i ∎O er . Part B: (To Be Completed by Sewer Agency) 1. 2ra. Sewer Sprvice will be provided by side sewer connection only to an existing 6 size sewer D N --feet-from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and/or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1:b above is checked) El a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. Z a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: ' 3 ' 2.6 ..Z 1 lit a. District Connection Charges y� .. 76. connection: 2 / 0. 12 GFC: $ 85 SFC: a UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1090 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: lid Required ❑ May be Required c. Other: R KW ILP cITY of C E ( 1 70 pER ' CENTER I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the d - - of signat re, By ��• MS 1. .02. Title Date z ▪ w o; 2 -Jo O O J H 0 u. = w Z1- I-0 z I- no U O — o ff w W -O ui U 0 /' z 20020109002909 CHICAGO TITLE OMPANY STATUTORY WARRANTY DEED Dated. JANUARY 7, 2002 THE GRANTOR-' ''••••, RICHARD E BERREYOSHISSFIPA *AT, " / for and m conuderation of / TEN DOLLARS AND OTHER GOOD AND VALUABLE CO!ISII I )EHTFIN us hand paid, conveys and warrants to OLYMPIC DEVELOPMENT NW INC ,A WASHINGTON CORPORATION the followmg described real estate situated in the County of KING State of Washington Tax Account Number(s) 735960-0155-02 LOT 28, BLOCK 1, ROBBINS SPRING BROOK ADDITION TO RIVERTON, ACCORDING TO THE PLAT THEREOF, RECORDED XN VOLUME 16 OF PLATS, PAGE 57, IN KING COUNTY, WASHINGTON, TOGETHER WITH THE WE84 TiLeog. THAT PORTION OF VACATED ALLEY ADJO/NING. SAID LOT 28 ON THE 49% / / e - 7.n. AND TOGETHER WITH THAT-PORTION ALLEY ADJOINING SAID LOT 28 ON THE NORTH, ALL VACATHpf* WAY 4.- BY KING COUNTY ORDINANCE NUMBER 00096. '; r • r ' < SUBJECT TO. NONE OF RECORD AT THIS TIM/ / dif / / e /1 "--7 /7 4 RICHARD E BERREY let AIR • 6t J%1 / / . r.% / / 2 j / i 1 1.."" , -.. '''',., 1 i , —.........- e / i I ,------. .../ , \ / .7 11111111 NOB N1 OF 111 1014416 / / / ' , i/I / / RECEIVED CITY OF TUKV' FEB 0 1 ?002 PERMIT GENIE, z w s 1 : z : re 6 0 0 CO W UJI cD LLJ O . 2 I") < w z 0 z .UI . 2 a 0 0 :0 w I 0. 1 - a Z : C.) • io z • I 4 ClibPDF - www.fastio.com ATAWB_OF WASHINGTON ...././ OF KING OW THIS/ETH*Y 2002 BEFORE ME, THE UNDERSIGNED, A NOTARY FUBL/Cf OF WASHINGTON, DULY COMMISSIONED AND SWORN, PEKSONALLY'AFP E ERREY KNOWN TO ME TO BE THE INDIVID'UAL4B)DESCRIBB3OrAND WHO EXECUTED THE WITHIN INSTRUMENT AND ACKNOWLEDGEDTHiT SEALED THE SAME AS HIS FREE AND VOLUNTARY ACT AN pam THE.USES/AND PURPOSES HEREIN MENTIONED NOTARt PUBLIIN, AND FOR THE STATE OF WASHIJOVNIR ifi RESIDING,AT/NXLTON ..... *.',.. REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # ... EXP. DATE CC01 : : :. 07/01/2002 EFFECTIVE DATE: ;. 07/18/1997 OLYMPIC. "k DEVELOPMENT N..' WJ INC P' Of BOX 69736 !.... ' SEATTLE . * 98168 -8736 - Signature Issued by DEPARTM `. T OF LABOR AND INDUSTRIES ready for issuance contractor registration card FILE COPY 1 understand that the Flan Check approvals are subject to errors and omissions and approval of puns dces not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. 6.4.44a By Date - -C Permit No. OIS GekleleAl NOTES 1. All workmanship and materials shall conform to the City of Tukwila requirements and speci fications. 2. All work shall conform to these drawings and the rules and regulations of the "Washington State Department of Transportation (WSDOT) Standard Specifications for Road, Bridge, and Municipal Construction," 1998 or latest edition, except where supplemented or modified by the City of Tukwila Standard Details and Development Project Specifications. 3. The Contractor is required to have a copy of the Standard Construction Notes, Standard Details and Specifications available at the job site along with a copy of the approved development plans. 4. Locations shown for existing utilities are approximate. Identification, location marking and responsibility for underground facilities or utilities is governed by the provisions of Chapter 19.122 Revised Code of Washington (RCW). Prior to starting construction, the Contractor shall call ONE-CALL (1- 800 - 424 -5555) for utility locations (water, sanitary sewer, storm sewer, gas, power, telephone and television). 5. The Contractor is cautioned that overhead electrical lines are not shown on the drawings. The contractor is responsible for determining the extent of any hazard created by overhead electrical power in all areas and shall follow procedures during construction as required by law and regulation. 6. Traffic control and street maintenance for safety of the traveling public on this project shall be the sole responsibility of the contractor and all methods and equipment used will be subject to the approval of the City of Tukwila. Contractors and their surety shall be liable for injuries and damages to persons and property suffered because of Contractors operations or negligence connected with them. Construction Sequence 1. Install 12" culvert in drainage ditch 2. Install gravel as needed in driveway to prevent silt from getting on road leaving site. 3. Install silt fence as necessary around the perimeter of the lot to prevent silt from leaving site. 4. Clear lot 5. Excavate for foundation 6. Install foundation 7. Install foundation/downspout drains 8. Backfill foundation 9. Frame structure 10. Install utilities 11. Grade for concrete 12. Pour driveway and exterior walks 13. Final grade site 14. Landscaping These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: er/z/oz__ ��- Flaw ._.. e; ( 411.4" DZ) Aal (, 'ia H ctvOFD MAR 2 1 2002 t'ERM1T CENTEER CORRECTION CY2.4-033 elevation I NOTE L ALL CONSTRUCTION TO DE IN ACCORDANCE WITH ALL APPLICABLE CODES 2 VERIFY LOCATION OF ALL ELECTRICAL FIXTURES 3. IT I5 THE RE5PON5I131LITY OF THE CONTRACTOR/ DUILDER TO CHECK FOR ANY ERROR OR OM155ION5 TO THE PLANS. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS floor plan CITY OF TUKWILA APPROWD APR 1 2 2002 AS t40 IED dl'vt'. 3 RECEIVED C ITY OF TUKWILA FEB 01 2002 PERMIT CENTER VAPOR RETARDERS DOORS POLY PLASTIC >- 4 MIL �v ML VISQUEEN WALLS E GEILIN6 PVA PAINT V NT! AT! •N VENTILATION WILL BE INTERGRATED W/ FORGED AIR VENTILATION SYSTEM. WSEG 302.6.3 FAN SIZES AS NOTED IN PLAN DOOR e WINDOW HEADER9 a DENOTES yX8 HEADER BEAM HEADER BEAMS: #1 DOUG FIR STUDS: *2 DOUG FIR GLUE LAM BEAMS. 24F -V4 ARGHITEGURAL 24F -V8 ARGHITEGTRUAL (CANTED BEAMS) 11V I ND41M/ yGl-��ULE WINDOW 5 I ZE AREA SF QTY. TOTAL AREA LIVING 3oX5o SH 15 3 45 FOYER DOOR UNIT 6 6 BATH 2oX40 SH 8 8 DINING 5oX5o SL 25 25 KITCHN 4oX3/6 SL 14 14 FAMLY 6oX5o SL 30 30 DEPR0 • M 5oX5o ',L 25 25 BEDROOM 3oX5o 5H 15 2 30 BATH 2oX3o 5H 6 6 BEDROOM 5oX4o 5L 20 20 M.BATH 5oX4o 5L TEMP 20 20 M.BATH 3. 4o 5 T MP 1 12 MASTER 5oX4o 5L 20 2 • WIG 2oX3o 5H 6 I 6 TOTAL 267 5F WASH INGTON STATE ENERGY CODE FLOOR AREA- 5F GLAZING AREA- 5F GLAZING GEILING VAULTS ►) CEILING WALLS WALL BELOW GRADE I NT . WALL BELOW GRADE EXT FLOOR `,LAB ON GRADE OPT 1(1! 1 ELEGTRIG HEAT 0.46 U -VALUE 0.40 0-VALUE R -38 R -30 R -2I R -2I R -1 R -30 R -10 R -19 R - I 0 OTHER FUELS 0.70 U -VALUE 0.40 U -VALUE R -30 -30 R- I 5 R -I5 R- 10 rk V 14 . `' 5' O' 5oX4o St- MATER' 2oX3o 5H !' I4'- 2'X17'-6' — Orn 5oX5o SL 10'- O'XI2' -IO' DEDIOOM 5 ' 4' 40' D' ',GALE V4' -r 0' — 3' 6' GIRDE>�— n LI II'- 8'X10' -IO' C6 BEDROOM 1 t ° 3oX5o SH . 3oX5o 5' 0' 2ND FLOOR PLAN I H 3' 6' 2oX3o Si-I 5' 0' z re i r 6rto ke CITY OF TUKWEA APPROVED APR 1 2 2002 t O ED D Fry RECEIVED CITY OF TUKWILA FEB 0 1 200 PERMIT CENTER 33 % 44/ 13.OLSON 07 -03 -00 ',GALE A� NnTF1) 4 8' GONG WALL ON ON GOMPAGT FILL %N VENT PER CODE AREA /150- 5F MIN GONG PORCH 7' 4' MI G/LWLAM 18' DIA PADS /0'o 4X4 TO DECK C Tv?) 8' GONG WALL- ON 16' X 8' GONG FT6. 6' 2' 4' 0' 9. .9. 14t CITY OF 110111A APPROVED APR 1 2 2002 IBS P4O ED FOUNDATION PLAN ',GALE I /4' -f0' 5ee SA, Kter RECEIVED CITY OF TUKWILA F EB 01 2002 PERMIT CENTER Da 2 -033 B.OL',ON 07 -03 -00 ',GALE Q� NIOTFD 4 41 1 MARK SHEATHING FASTENER SPACING 0 ALL EDGES BOTTOM PLATE NAILING OR ANCHOR BOLTS FRAMING ANCHORS JNOTES: 7 & BL A34 0 2'-4 oc ALLOWABLE SHEAR 130 PLF NOTES 5, 2 1A 7/18" MIN APA RATED SHEATHING OR APA RATED SIDING 303 8d 0 8" oc OR 14 GA. Q 8" oc OR 15 GA. 0 5 "oc 18d 0 roc OR 1/2" AB 0 5 1 7118" MIN APA RATED SHEATHING OR APA RATED SIDING 303 8d 0 8bc or 14 GA. 0 roc or 15 GA. 0 roc led 0 8"oc or 1/2" AB 0 3' -roc or 5/8" AB 0 4' -0 "oc A34 018'oc or A35 6 18"oc 230 PLF 5, 2 2 7/18' MIN APA RATED SHEATHING OR APA RATED SIDING 303 8d 0 4 "oc or 14 GA. 0 4 oc or 15 GA. 6 3 "o0 2 -18d 0 roo or 1/2" AB 0 2'-(roc or 5/8" AB 0 3'-(roc A34 010"oc or A35 6 12"oc 353 PLF 2 3 7/18" MIN APA RATED SHEATHING OR APA RATED SIDING 303 8d 0 3 "oc or 14 GA. G 3 "oc or 15 GA. 0 2 Woc 2-1660 roc or 1/2" AB 01' -e"oc or 5 / 8 ' AB 0 Z-4 "oc A34 ® 8 "oc or A35 Q 1 O oc 451 PLF 4, 2, 9, 10 4 7/18" MIN APA RATED SHEATHING OR APA RATED SIDING 303 10d 0 3 "oc or 14 GA. 0 2 Woo or 15 GA. 0 roc 2 -18d 0 roc or 1/2" AB Q 1' -4 "oo or 5/8' AB 0 7-0"oc A34 0 roc or A35 0 roc 545 PLF _ 4, 2, 9, 10 5 1/r GWB BOTH SIDES 5d COOLER OR GWB 0 4 "oc or S8 x 1 W SCREWS 0 (roc 18d 0 8 "oc or 1/r AS ® 3'-O oc or 5/8' AB 0 4' -roc A34 0 14 "oc or A35 ® 18"oc 250 PLF 3 8 1/2" GWB ON INSIDE FACE ONLY 5d COOLER OR GWB 0 4 "oc or 11!8 x 1 741" SCREWS 0 8 "oc 18d ® roc or 112" AB a 5' -0"oc A34 a 2' -4 "oc 125 PLF 3 7 7/18" MIN APA RATED SHEATHING BOTH I SIDES 8d ® 3 "oc or 14 GA. 0 roc or 15 GA. al 2 Woe 2 -18d 0 3 "oc or 5/8" AB 0 1' -2"oc A35 0 6 "oc 902 PLF 9, 2, 11 8 • 12" GWB BOTH SIDES 5d COOLER OR GWB 0 4 "oc or S8 x114' SCREWS ® roc 2 -18d ® roc or 1/2" AB 0 2' -4 "oc or 5/8' AB 0 3'-roc A34 0 12 "oc or A35 0 14'oc 300 PLF 3 41 4' DIA MAX 1/2' SR 1/2' PLYWOOD RISERS (3) 2X12 5T1ZIN6ER5 5/8' TYPE 'X' SR TYP. STAIR DETAIL 'GALE 3 /8' -I'O' (8' MAK) (3) 2XI2 vrt SHEARWALL SCHEDULE 2X2 15ALU5TER5 VERIF STYLE TRIN6ERS N0TEi 1. ALL FASTENERS SHALL MEET THE FOLLOWING CRITERIA: 8D COMMON = 0.131" 0 X 2 Y: MIN., 100 COMMON = 0. 140° Ox 2M' MIN.,1e0 COMMON =0.1e7"0X3K'MIN., 5D COOLER =0.099"OX15 /8'MIN., 5DOWB =O.097'OX1W MIN., 15 GA STAPLE= 0.072" 0 X 1 W MIN., 14 GA BTAPLE=0.080 0 X 1 W MIN. 2. ALL APA RATED SHEATHING AND SIDING PANEL EDGES SHALL BE BACKED WITH 21NCH NOMINAL OR WIDER FRAMING AND FASTENED PER THE SCHEDULE ABOVE. PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. SPACE NAILS AT 17'OC OR STAPLES AT 10"OC ALONG INTERMEDIATE FRAMING MEMBERS. 3. ALL OWB SHEATHING ON DESIGNATED SHEARWALLS SHALL BE BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING :MID FASTENED PER THE SCHEDULE ABOVE AT ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING. AT SHEARWALL TYPE 5 AND 0 ,THE BLOCKING AT THE HORIZONTAL PANEL EDGES AT THE INTERIOR PORTION OF THE SHEARWALL IS NOT REQUIRED. NOTE THAT THE FASTENING AT ALL STUDS AND TOP AND BOTTOM PLATES IS STILL REQUIRED. 4. WHEN SHEARWALL 18 LESS THAN 28" IN LENGTH, REFER TO LATERAL RESTRAINT PANEL DETAIL 5. PROVIDE 7/10" MIN. APA RATED SHEATHING (PLYWOOD OR 08B) OR APA RATED SIDING 303 OR INNER SEAL OSB RATED PANEL SIDING ON ALL EXTERIOR WALLS AND NAIL PER 1 U.N.O. O. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING 18 LESS THAN 8 INCHES ON CENTER ON EITHER BIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3 -INCH NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. 7. REFER TO TYPICAL SHEARWALL DETAILS FOR LOCATION OF FRAMING ANCHORS. FRAMING ANCHORS ARE NOT REQUIRED AT EXTERIOR SHEAR WALLS AT ROOF. S. AT INTERIOR SHEARWALLS AT ROOF, TIE SHEARWALL TO ROOF TRUSS WITH FRAMING ANCHORS PER SCHEDULE OR EXTEND SHEARWALL TO ROOF AND SHEATH AND FASTEN PER SHEARWALL TYPE 1 OR 5. 9. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 3" OR LESS ON CENTER. 10. PROVIDE 2X2X3110 PLATE WASHERS ® ANCHOR BOLTS ® SHEARWALL TYPE 3 a 4. 11. PROVIDE 3X SILL PLATE ® SHEARWALL TYPE 7. STRUCTURAL NOTES CODES AND SPECIFICATIONS a 4 n�- oc 7/12 MANUF TRU55 24' 0/C RIDGE L /12 MANUF MONO TRUSS 24' O/G ROOF PLAN GALE 4/12 MANUF MONO TRU55 4' / 4X6 1. Uniform Building Code -1997 Edition 2. ACI 318-83 Building Code Requests for Reinforced Concrete 3. HILT, Fastening Technical Guide 4. Western Products Use Book 5. Simpson Strong Tie Connectors Catalog - 2000 SIG DEN CRITERIA 1. Wind Load - per Uniform Building Code - Method 2, Basic Wind Speed = 80 MPH, Exposure B 2. Seismic - per Uniform Building Code Zone 3,1=1.0 3. Roof Load - DL =15 PSF LL = 25 PSF 4. Floor Load - DL =10 PSF LL 13 40 PSF 5. Deck Load - DL = 10 PSF LL = 40 PSF 6. Soils - Assumed 2000 PSF Allowable Soil Bearing • Assumed 30 PCF Equivalent Fluid Pressure for Retaining Wall Design 7. Concrete - 2500 PSI Q 28 days • Grade 40 reinforcement minimum 3" cover for ail reinforcement except as noted at retaining walls or other details 8. Mortar - Type S TIMBER CONSTRUCTION NOTES 1. Lumber grades and allowable stresses shall be as follows unless noted otherwise on plan: Gklam beams 24F -V4 Fb=2400 psi 1 3/4" Microlams, LVL E=1800 ksi Fb=2800 psi 211118', 3 W, 5 W & 7' Parallams, PSL E=2000 ksi Fb=2900 psi 2. When top plate is Interrupted by header, header shall have strap connectors to the top plate each end. Use 2 • Simpson MSTA24 connectors, UNO. 3. AN shear wall sheathing nails and anchors shall be as detailed on the drawings and as noted in the shear wall schedule. AN exterior wens shah be considered shear walls. Use 7/18' min. APA Rated Sheathing - blocked - with minimum nailing 8d common Q 8" oc, UNO. 8d common nails shall be 0.131" O x 2 114 minimum. 4. Floor and roof diaphragm nailing shall be 8d common CO roc at all supported panel rm edges and 8d Q 12"oc at intermediate supports. JOIL CONSTRUCTION NOTES 1. AN footings and slabs shall bear on undisturbed soil or fill compacted to 95% Modified Proctor. 2. Assumed allowable soil bearing pressure = 2000 psf. GENERAL CONSTRUCTION NOTES 1. Contractor shall verify all dimensions In the field. Any variations from the drawings shall be brought to the attention of the Designer or Engineer. 2. Adequate shoring and bracing of all structural members during construction shall be provided. Any proposed field changes to have Nor or approval of Engineer, i i • CITY OF TUKWILA APPROVED APR 1 2 2002 AS RiOfED RECEIVED CITY OF TUKWILA FEB 01 2004 PERMIT CENTER I s - AD D 2 3 3 ALUM GUTTER ENCLOSED SOFFITS R -38 INSULATION 7/12 MANUF TKUS'3 R -36 INSULATION 1/2' DRYWALL R-lq INSULATION 8EDIOOM I3 /4'X /2' ML- II 7/8' TJI I6'O /G EDEDF00M R - INSULATION 1/2' DRYWALL R -Iq INSULATION 3/ r t, pokey I /2' DRYWAL -30 INSULATION 9 1/2' TJI 13/4' X q 1/2' ML DINING ODM R -iq INSULATION q /I6' LAP SIDING ON I /2' GDX PLYWOOD ON 2X4 16' 0/G 2X6 ON 1/2'X10' ANGHOR DOLT 6' -O' 0/G I' -0' FROM CORNERS ROOFIN6 ON 15# FELT ON I/2' GPX PLYWOOD ON MANUF. TRUSS 24' 0/G b MIL VISQUEEN SECTION SCALE 3/8'-1'0' 18, CONC. STR►P FT6 ATTIC VENT', PER WOE 1/150 MAY DE REDUCED TO 1/300 W OPEN,465 ARE MORE THAN 3" ADOVE EAVE VENTS 2 LI Po NV P4 -- C TY OF TUKV&A APR 1 2 2002 AS WED ED l ftl. D;f►. bfV E F EB 0 1 2002 PERMIT CENTER 13.01-SON 07 -01 -00 'SCALE AS NO TFD S I 4 3 2 1 4 SItKET NO. L • BOTTOM Pt. NAILING PER SW SCHEDULE 2 -2x STUDS • SIMPSON HPAHD22 NOLDDOWN. FILL ALL NAILHOLES W/ 116d NAILS. TYPICAL SHEARWALL PETAL 'a FOUNDATION WALL_ surer so. EDGE NAILING SOT. PL SILL PL. FOOTING DIMENSIONS OTHER FDN. SECTIONS WAIL r BOTTOM PL NAILING PER SW SCHEDULE SIMPSON STRAP----„ PER PLAN. SLOT PLYWOOD 4 BEND STRAP 0 JST OR BLKG. EDGE NAILING PER SI- IEARWALL SCNED. i I • • MDT Engineering U1C11Y.IJ E P. T1101IPSON. P.C. 5.0 .trrs4 rrpl nsidu•I WIJiu.sr to111uIllir Structural t:(*Ci"evrr 1041:I WI. Ara. S. AUltursi. NA UUU111 1210) Y-11 -11110 TYPICAL SNEARUTALL pETAIL WHERE WALL DOES NOT OCCUR $FLOW MDT Engineering MlCIEI.LE P. IIOUSO, P.E. R.• a4 I' K, r SHEATHING PER PLAN 4 SI- IEARWALL SCHEDULE. Consulting Structural Engineers 29113 66111 Ave. S. Auburn, WA 1/0001 I I • 1200) 0411- 51110 1 ANCHOR MALTS PER SHEAR WALL SCHEDULE. FA CONCRETE 0 CORNER COPYRIGHT 1955 MDT Engineering na NA. rMCI ►Rr MG.T. 1I 1C war 01U.N 1"•I' UM•1T N DC; CUcc �— IF JOISTS ARE PERPENDICULAR 1'O SI- IEARUTALL, PROVIDE 2-2x BLOCKING STUN JOISTS FOR FULL LENGTH OF SW. IF JOISTS ARE PA RA U- L- TO SHEARWALL, PROVIDE DBL. JOIST UNDER SW. JOY NO PATS DRAWN COPYRIGHT 1995 MDT Engineering It f.11(CIEU M.D.T. SCAM 1"•I' (•01 A No. 1 'HILLS N0. USE TOP PL NAILING PER SW SCHEDULE EDGE NAILING PER SW 5CHEDULE. SHEATHING PER PLAN 4 SW SCHEDULE. TYPICAL INTERIOR SHFARUUALL_ DETAIL W/ NO SHEARLUALL_ ABOVE ■ NAIL SHEATHING TO HEADER e3" O.C. E.W. APA RATED SHEATHING 3/8" MIN. 24/0 EXP. I (2) 2x STUDS. NAIL SHEATI-IINGTO EACH ° STUD SIMPSON HPAHD22 U.A./.0 pAkig WIAJL C.� 2x4 TOP PLATE HEADER 1 1 2 0 , C MDT Engineering 111C11t1J.2 D. TIIOMPS0l . P.t. R.rislsrsti Preis.sisnnl ►1gIu..r CsnsulUag Itruclur•i Qngio.srs 19413 66111 Av.. S. Auburn. WA WWI (100) 04$ -1o10 AININD II • 111CIIEIJC h. TIIOMPSUN, N.C. Registered Prol.salwlsl Engineer ... II I I I 1 • 11 •■ I 1 ..•II LATERAL RESTRAINT PANEL MDT Engineering Consulting Structural Engineers 80413 66th ON. Il. All burn. PA 0110111 10111) 011 -$1110 SIMPSON FRAMING ANCHOR PER 5W SCHEDULE. 400 MU. RAi► 40$ NI. swim DocUccM 16 GAUGE STAPLES OR � PENNEY NAILS • 3" O.C. ALL PLATES. HEADERS AND STUDS. • 24" MN. OR 16" MIN. ('2) 2x4 BLOCKING ANY - PLYWOOD JOINTS. (2) 2x PLATE NAIL , SHEATHING TO EACH PLATE (3) 2x PLATE e 160 WIDE PANELS. ANCHOR BOLTS IN MIN. EMBEDMENT C:ocUcc:M AMR - COPl'RIGNT 1995 MDT En9 Cu'"" M.D.T. KAlt NT5 LOcslien COPYRIGHT 1995. MDT Engineering mast. MD.T. trA1 r 1" •I Io1:ATNN1 • . 941 MDT E�1 855eS • t • I • 2941th Av. r � • Aubum, WA > 206 946 - 8810 98001 ' ,.. ; -:-.• ' • BOTTOM PL NAILING PER SW SCHEDULE SHEATHING PER PL I SW SCHEDULE. 2x STUDS EDGE NAILING SOT. PL, RIM JOIST I TOP PL. MELT NO. SIMPSON STRAP' PER PLAN. CENTER ON RIM JOIST. AT INTERIOR WALL SLOT PLYWOOD. TYPICAL_ SHEARWALL DETAIL W/ WALL - BELOW c2 (p I MIN/K/6 l%fi012-5 Prda w u. N4-62 UL. • 6/ NA1L1 Pea. 4:;& . w u.. fr L6 Otter/nv W H-m6 P W GWB PER PLAN MDT Engineering 111(:1111:11.6 P. T11OMI'SON. P.E. Rsruslsrsd Nrsls..uaus1 t:uhluwr L'unsulliub 0truulurs1 Engineer.. 10413 66111 Avs. S. ANI/urst. ■A 011001 I2■41) 0.1 -111111 SIMPSON FRAMING ANCHOR PER SW SCHEDULE. PA-re - �fYProm, Iv/0e .eLWAe4 G /6. 611", RECEIVED CITY OF TUKWILA apnaj 0 1 2002 PERMIT CENTER r ` IA V t COPYRIGHT 1995 MDT Engineering Mal M". I UM LE* MD T. tat :wait NU NN Utr*i M/N DocUcoM / 4 NA-U.106 peg_ RAO 4 6W ‘36/0 „„„ rRfkMlti/, MEM eorrtykA NAlt,I,vla Mg. ux4 CITY Of TUNWiLA APPROVED APR 1 2 2002 AS I.O[ED 's'.t .0 [51 1 rrMC WEST BUILDING MATERIALS A complete TJ -Xpert framing plan includes the Trus Joist MacMillan Builder's Guide 151' FRAMING PLAN . ACCESSORIES UST Plot CUSTOMER. OLYMPIC DEN. CONTACT DARYL TAP%O 3011 2274 TRACKING N T3711863 FiME N163 2274 SALESMAN CHUCK LOVIL 10711 rtl• Maw 117 ::74.:cs Laval Nam, MAIN 1:14 Slat Datil 1/0/ :000 01,03 Deelgt. Nov 1 /1/ :000 011 :1 _tav :rg 1041.3 3'10' • 1' 394 tistutl isandsiian...r0uldet1Cn MIN ::'4....Plettee 1/1 /:000 cite VPPTR : :'4...Ressv to Fist 1 /1/ :000 0101 leer ::14....M1ectM I /0/ :000 0/300 N0T31 Level di.1en 01.11 IMtei!i!1 MOM Otov:do 41.urane9 for crease :4'.l 'teethe. Ups.t levels trot asv •911111 dell/ll :1110, BMC WEST BUILDING MATERIALS 2NO FRAMING PLAN IIANOER LiST Simpson Strong•T01bn$en Member JOiST AND 14i?AM UST' Plot iD Length Product ACCESSORIES LIST Plot iD Length JOB COMMENTS CUSTOMER OI.YMPICDEV CONTACT DARYL TAM) /On 2274 TRACKING N 717 3 1667 FILE N 66) 2274 SALESMAN. CHUCK CNCATED sY HMC WEST INC. FOR THE TJ -ZPERT WARRANTY SEE BOILDSR'S QUID* framing plan