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HomeMy WebLinkAboutPermit D02-048 - LOWER JUNCTION - LOT 5LOWER JUNCTION LOT #5 5428 S 150 ST D02 -048 Parcel No.: 8733000060 Address: 5428 S 150 ST TUKW Suite No: Tenant: City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Name: LOWER JUNCTION - LOT 5 Address: 5428 S 150 ST, TUKWILA, WA Owner: Name: SCHERLER ARNOLD E Address: 5439 S 150TH ST, TUKWILA WA Contact Person: Name: DON TRYON Address: 14420 SE 84TH STREET, NEWCASTLE, WA Contractor: Name: TRYON CONCEPTS LLC Address: PO BOX 146, RENTON, WA Contractor License No: TRYONCL013DH DEVELOPMENT PERMIT Permit Number: D02 -048 Issue Date: 01/06/2003 Permit Expires On: 07/05/2003 Phone: Phone: 425 - 255 -6418 Phone: 425 - 255 -6518 Expiration Date: 02/11/2003 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,361 SQ FT SINGLE FAMILY RESIDENCE, 530 SQ FT ATTACHED GARAGE, 36 SQ FT COVERED DECK AREA AND 120 SQ FT UNCOVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: CURB CUT /ACCESS, SANITARY SIDE SEWER, PERM. WATER METER, STORM DRAINAGE, TEMP. EROSION CONTROL, LAND ALTERING, UNDERGROUNDING OF POWER, AND STREET USE FOR WORK WITHIN CITY ROW.. Value of Construction: $228,020.36 Fees Collected: $3,639.79 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: Occupancy per UBC: 7 Public Works Activities: Curb Cut/Access /Sidewalk/CSS: Y Fire Loop Hydrant: N Number: 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 10 c.y. Fill 10 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Y Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: Y Water Main Extension: N Water Meter: Channelization / Striping: doc: Devperm D02 -048 Private: Size (Inches): 0 Public: Printed: 01 -06 -2003 z • z W V O 0 to o J = H (o u- .w 0 to = d z F.. F- 0 Z F- w • w O • - O H • W - F- -O .. Z co z Signature: Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 City of Tukwila Permit Center Authorized Signature: doc: Devperm D02 -048 Date: I hereby certify that I have read and examined t is permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Date: /---C, Print Name: L2 y6 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: 01 -06 -2003 doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 8733000060 Permit Number: D02-048 w Address: 5428 S 150 ST TUKW Status: ISSUED oC Suite No: Applied Date: 02/20/2002 Tenant: LOWER JUNCTION - LOT 5 Issue Date: 01/06/2003 0 O � 0 W I 1: ** *BUILDING DEPARTMENT CONDITIONS * ** N 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. .. O 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be 2 inspected by that agency, including all gas piping (296 - 4722). g 5 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). P Y g Y H 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 z construction. These documents are to be maintained and available until final inspection approval is granted. z 0 0 7: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear u.i L identification showing the fire performance rating thereof. 8: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 0 sa Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 0 H- 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any = w requirements for special inspection. V - - 10: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be u_ - O construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any w z other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this U code shall be valid. 0 I 11: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Z Inspector. 12: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 13: 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. 14: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. 15: 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. 16: Any material spilled onto any street shall be cleaned up immediately. 17: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 18: 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. 19: A copy of the Certificate of Insurance Coverage (minimum of $1,000,000 naming the City of Tukwila as additionally insured). 20: A $2,000 bond made out to the City of Tukwila for possible property damages caused by activities. 21: The Land Altering Permit Fee is based upon an estimated 10 cubic yards of cut and 10 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 22: Applicant shall provide a copy of any private easement agreements between lots prior to final sign -off and acceptance by Public Works. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances D02 -048 Printed: 01 -06 -2003 governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Print Name: ?p,y I ry D02 -048 Total Fee: doc: Miscperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z Parcel No.: 8733000060 Permit Number: D02-048 1 Z '. Address: 5428 S 150 ST TUKW Issue Date: 01/06/2003 c4 iu Suite No: Permit Expires On: 07/05/2003 6 U O O u) 0 J 1 ._ co u- , O g 5 u.¢ co I D YIN Meter #1 Meter #2 Meter #3 H = Zi— t— 0 Z '— Water Meter Size: 0.75 0 0 W W Quantity: 1 0 0 U 0 Water Meter Type: PERM O cn . a '- Work Order Number: 5204T02 2 W Connection Fee: Y $60.00 $0.00 $0.00 f- Install Deposit: Y $250.00 $0.00 $0.00 u. Z Ad Install Deposit: $0.00 $0.00 $0.00 Plan Check: Y $10.00 $0.00 $0.00 u.. 0 Inspection Fee: Y $15.00 $0.00 $0.00 0 I-- Turn On Fee: Y $25.00 $0.00 $0.00 Z Special Assessment: $325.14 $0.00 $0.00 Other Fee: $0.00 $0.00 $0.00 WATER METER INFORMATION DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,361 SQ FT SINGLE FAMILY RESIDENCE, 530 SQ FT ATTACHED GARAGE, 36 SQ FT COVERED DECK AREA AND 120 SQ FT UNCOVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: CURB CUT /ACCESS, SANITARY SIDE SEWER, PERM. WATER METER, STORM DRAINAGE, TEMP. EROSION CONTROL, LAND ALTERING, UNDERGROUNDING OF POWER, AND STREET USE FOR WORK WITHIN CITY ROW.. Total Water Fees: $685.14 D02 -048 $685.14 $0.00 $0.00 Printed: 01 -06 -2003 Project Name/Tenant: oGJ6fQ ,.?l iu c /v i ‘07 5 Value of Construction: , /ao, vao. =' Site Address: City State/Zit: 5 5 / . 5 o A S 4 - % x - 6 . 1 r C a ) a 9 g / • Tax Parcel Number: (9'733uo - Do 6 d Property Owner: . di. er(Pr Phone: , G 6 a -, . r - Street Address: City Stat /Zip: 5'139 5, /50,e4 5? 73.4- 6)41 r�' /J' Fax #: Contractor: �Joiti c'ottvice,75 L City State /Zip: wg 9 Phone: -25--226 750 Fax #: �� - 2Z."- - 72 3Z Street Address: (4 2 e� I."— Architect: e 4 Phone: 2S -‘1( -53zo Street Address: /4'3 fir' l64 57 I C{'ty State /Zip: lit/)e 4Jg M,0o 7 Fax #: 125-6 / 534e' Engineer: %iler rl/'chr-4c/ Phone: x {25 - 4( -5320 Street Address: X43 r( 5e /6-F4 City State /Zip: re(4)e (.,. 9 00 7 Fax #: 425 -‘�i 5.34' Contact Perso 7R-0241 o� Phone: 4z5 -es a"svr Street Address: /14 ' sue- 244 9r` 4h4 City State/Zip: : 9/05? Fax 4 '5-2s5- 94'z / Description of work to be done: !/ Ne&) , — Type of work: ®-New Single - Family Residence ❑ Addition - Single - Family Residence El Interior Remodel- Single- Family Residence ❑ Residential Accessory Structure* El Remodel /Addition to Accessory Structure 0 Garage(s) ® Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: 91 Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: 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: 2.:(o ( sq. ft. Dwelling 36, sq. ft. Covered Deck(s) _.5 3e) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) /Zd sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) a 36) *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. SFPERMIT.DOC 2/13/97 CITY OF T111W1LA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. pL`ICA T 9EQUEST FOR`PUBLIC WORKS *SITE/CIVIL THE- FOLLOWING (Ad dltfotlal revlews`shall be:deterhiined.by'the Public . Works Department) ;. ❑ Channelization /Striping E Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling t-.Land Altering: 0 Cut /0 cubic yds. • Fill /C) cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ® Sanitary Side Sewer #: I ❑ Sewer Main Extension 0 Private 0 Public Ea Storm Drainage a Street Use ❑ Water Main xtensi n 0 Priv tie _0 Public gli Water Meter /Permanent # ( Size(s): f O 44"57,0410 2_•__) ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ,Miscellaneous VtAXAGOAK441,JG ate eaw Ae 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 7n Date application expires: g•ea+4-o L • R STAFF USE ONLY :Project Number: Permit Number; o 21 4.° 0 4111 0 Application taken by: (initials) O ORIZED AGENT; ", ?BUIL'DING WN R ? TH Signature: �� t N Date. Z —ZO —o Z Print name: - N 01..� �. �� L.L. ' Phone: Gobi 2 44 240 Fax #: Address: 54 301 S. (SO , 1 54- City / G�" �`Y ALL SINGLE- FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST BE SUBMITTED WITH Tug FALLOWING: Y DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL > ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN > BUILDING-SITE PLANS AND UTILITY PLANS ARP„'TOtE COMBINED 4+ N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H - 11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ .❑ Metro: Rdsuflihtiar SeP/e . G (if TukWll &;Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 , Four (4) sets of working drawings, which include: El ❑ 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. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ 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 ". Building Owner /Authorized Agent'if"the applicant`is other than the 'ow' r7 Ieglhtered a rchitect/erjgineer, or contractor licensed: tiy:;(he State o f Washington, a notarized letter from the property owner authorizing the agent to submit: this permit application and obtafn the will be, required'aspart 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 r4n.Nittiv City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z RECEIPT , �Z re 61.1 Parcel No.: 8733000060 Permit Number: D02 -048 U O i Address: Status: PENDING w 0 = W Suite No: Applied Date: 02/20/2002 _II_ Applicant: LOWER JUNCTION - LOT 5 Issue Date: co u_ W O Payment Amount: 645.94 LL Q Payment Date: 02/20/2002 12:30 PM = W Balance: $1,043.25 ~ Z ZH t— O ZI— w w VO O N . O t- Type Method Description = w t- H tL O Payment Check 2681 645.94 it! Z U= 0 z Receipt No.: R020000243 Initials: SKS User ID: 1165 Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: doe: Receipt TRYON CONCEPTS Current Pints Amount PLAN CHECK - RES Description Account Code 000/345.830 645.94 Total: 645.94 4062 62 02/21 9716 TOTAL 645..94 Printed: 02 -20 -2002 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z RECEIPT , _, F-- W Parcel No.: 8733000060 Permit Number: D02-048 6 U Address: 5428 S 150 ST TUKW Status: APPROVED 0 O Suite No: Applied Date: 02/20/2002 N O ' Applicant: LOWER JUNCTION - LOT 5 Issue Date: H N w .w O Receipt No.: R03 -00009 Payment Amount: 2,993.85 J Initials: SKS Payment Date: 01/06/2003 11:46 AM N D User ID: 1630 Balance: $0.00 = 0 H = Z1.- Payee: TRYON CONCEPTS, LLC Z I— w w D o TRANSACTION LIST: 0 N Type Method Description 0I— Ill uj H U Payment Check 2863 2,993.85 u- Z 111 U= 0 �- ACCOUNT ITEM LIST: doc: Receipt Current Pmts Amount Description Account Code BUILDING - RES 000/322.100 1,716.15 INSP FEE - SME /SSS 402/342.400 20.00 INSP FEE - STORM DRAIN 412/342.400 15.00 INSP FEE - UTILITY 000/342.400 30.00 LAND ALTERING PERMIT FEE 000/322.100 23.50 PLAN CHECK - RES 000/345.830 469.56 PLAN CHECK - UTILITY 000/345.830 30.00 PLAN CHECK - WATER METER 000/345.830 10.00 STATE BUILDING SURCHARGE 000/386.904 4.50 WATER ASSESSMENT FEES 0 325.14 WATER CONNECTION 401/379.002 60.00 WATER INSPECTION FEE 401/342.400 15.00 WATER INSTALLATION (DEP) 401/386.520 250.00 WATER TURN -ON FEE 401/343.405 25.00 Total: 2,993.85 41 't.:i 01/07 ":� 7:t.6 TOTAL. 5051.50 1 Printed: 01 -06 -2003 Pro'ect: v ea -i nc7` 1r► S Type n � -(.C ymof Inspectiod ((e- � • dress: U ) S � O Date Called: J /a 1 �� 1 Special Instructions: ) fi� Ce S a Date Date Wanted: a.m. P.m. v v " 6S,a. Plata o7/ Requester: Phone No: Yrtr .v1.5 gkka 'ikran4 ,rvii1: •., Ft,�+ 514 INSPECTION NO. INSPECTION RECOO Retain a copy with permit 1)0A-oVg PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ill r/ 0. 12eAt,..LA .1).-LA Inspector: Ci V Date: oftevc,'"i $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z 6 -J O 0 CO CO W W H W O g u_¢ _ • CI � Z � I— O Z H W uJ U 0 � _ OH WW L I O ••Z W 0 • F .. Z Project: 1 -0WP�. , )0 f Inspection: / r�r .' F, A/ AI' Ad ress: 5 S /S __5"7 Date Called: 7 — ,3 6 Special Instructio .. Date Wanted: • a(m. 7-- 3 -03 c:r Requester: Phone No dR0 ~Ircy 1'3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3670 Ej Corrections required prior to approval. COMMENTS: Vvvii -- Cows I'4 - e Inspector: Date: -7- - off $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: 1n7 LfrIg ;`:' COMMENTS: Date Called: Date Wanted: Type of Inspection: Address: S Date Called: Special Instructions: a ( - Date Wanted: 7 d ,. C(.3 p.m. Requesfe �, a, 3 P hone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 N Approved per applicable codes. r C orrections required prior to approval. Inspectormr 11 I) Date: 203 Li $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: COMMENTS: T of Inspection: 1-i noe Address: 54 g s t S Date Call / —3O— 03 0 7/03 .te I11 Requester: D on - Tryon Phone No: 206 -355- C7 q qoq 711/63 c r i , 1, !r ` / !/ � it 'l ...7/// sr....vi 56,,A,, Project: Tunct ioh T of Inspection: 1-i noe Address: 54 g s t S Date Call / —3O— 03 0 Special Instructions: Lot Date Wanted: � _ 03 a.m. Requester: D on - Tryon Phone No: 206 -355- C7 q qoq tot LA su woe Pit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. Approved per applicable codes. Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit Dot -0,-8 Inspector: Date: — 7/t 4 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , ro :a "xtw' ' iO3 iklW Llil. -.1 � • � c*(. VAd O` NI IM?ii4 zz J U 00 co 0 W = O W WO gQ = a I. z � I— 0 W ~ p O — 0 W W IU W - z U 0 z COMMENTS: Type of Inspection: lam) rn ss: cyag c5 la St Date Called: 0& /6V/03 Special Instructions: rP 'ice. Date Wanted: 06 /0 Ir Requeste tpJ6/ ," ikitri . c,- ; :a. t: -- n : . / Ft: c)e �unrhan- S Type of Inspection: lam) rn ss: cyag c5 la St Date Called: 0& /6V/03 Special Instructions: rP 'ice. Date Wanted: 06 /0 Ir Requeste S Phone No: ,904, , Ss"Cf 9 09 INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. 6/ V6 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. Inspector: V L) Date: Receipt No.: Date: '4o. "1 > tie ..�i stxt¢ta!,+aP€ .'vS�Yn «'&ePN.sSt f`as�in7fi�r Z 1 JU 00 0 CO CO ILI J WOO u_ ¢ N � = W Z = Z° W U 0— WW t~ H- u. O .. Z U = 0 z Projec • w Z � Project: Type of Inspection: S 9 Address: s - I ACA Date Called: Sit- 6 3 Special Instructions: Date Wanted: ' , a.m. p.m. Requester: 'PP y /7 0.A.i Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 3 JL 4.)3 .D. S. C. j \ &Q5 u ..„ / V S .0 co-‘,1-11, 01 b ID 6. (0`' i \Jl Inspector: Date: - 3/24/(1 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: • :nxt+�sas�: Project: L ri,)w" Jii 'r %fi Type of In On: Address: 4 Z f r9 ,S` / 5- 0 �..f Date Ca led Spe 'al Instructions: 4, p-, Gh � Date Wanted: (a.m) � Requester: � n `" Pho �t .....55-_. U b? 1 t. INSPECTION RECORD Retain a copy with permitAc7 PERM" INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 pproved per applicable codes. COMMENTS: Inspector Date: S`(0 -D3 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: El Corrections required prior to approval. Proj ect: i t-C(t A Y )urdioyi - Lo r 5 Type of Ins ection To , / ca kart Addr sc. Llgg s 150 ,,. Date Cal ed a 3103 Special Instructions: c't V I . ArtA pt.pos.R.... Date W a ) 03 p.m• Requester: Do In Phone No: .w - 35 - Fooq INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. EJ Corrections required prior to approval. COMMENTS: Inspector: 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: goverxe.. rt* akalt:14.-Kto.A0i - .1.1‘ Z LU CC 2 6 = 00 N O CO W W I • u_ u j 0 • < • ° w Z 0 Z w 2 5 0 0 CP I— ULI oc 0 r -- c) 2E CI) 0 COMMENTS: Type of Inspection: S €wer Project: L owe . Tit iOn Type of Inspection: S €wer Address: � 15 2g _ s �h St Date Called: 3 Special Instructions: Lot 5 . Date Wanted: - Q f,�.m.. p.m. Requester: . S ri e Phone No: 206-"355""'F 1os, D02-0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. � r• >.•1.tP�hc tt441ltor;,. :. ,r ;, ' YtWB r...: Inspector: \J Date: 11$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 re 2 W J U O 0 W= • LL W O H O N W W u'O .. Z W U = 0 1— Z ProjeA.:... '--..3 kkikk CiiM _ (f-r,-.kr■OA Type of Inspection: ...., Addre)s: C.7 L i *-2- S (SaA Date Called: ' 1- If ( . 1 .5 Special Instructions: Date Wanted: I I l f a.m. p.m. Requester: ./N--t-.... / ( 7"— 1/42 CK Phone No: • : •• ..; • • • 77 . • • . " • " "••-• . • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: LI c u/v I )-,* "ro c, y ( 4 1A-.A. 1 Cso x-0-1‘ r c_ka kwasi c N F E_ I k 5i-j - 24 Sb ST) - kV\ Inspector: 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: t4Aa14. iiVolw%4! 11444 ; fog. Z Uj • 2 O 0 to CO W I -J uj 0 I. g • < co a w z I- z uj • 0 C.) 0 c) W tu OC 0 E- -- 6j 2t O • /- z Pr ,lect: 1.....0i,c)e& \ctoCI+inirl Type of Inspection: ■ 46 l,f la i i i Ad ess: 5o !� g • (V Date Called: f 14(1 �/y ( Special Instructions: _ i Date Wanted: 1-1(a(03 a,m -r-- Req` s ter: t�O''1 / -o' -- P h e 3 � rog pe S5 o Oq $irt3ir' S ••:iSVP:.14t3`giik.t• t 9 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 -3670 INSPECTION NO. COMMENTS: t0 Ipt No.: 4..4* A; r.,. pproved per applicable codes. Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit I- PERMIT Date: (4(, slo3 .00 REINSPECTION EE REQUIRED. Pri r to inspection, fee must be d at 6300 Southcenter :Ivd., Suite 100. Call to schedule reinspection. Date: J Z W 6 2 U 0 0 co 0 LIJ J = U)w 111 0 2 u Q = a �..w Z ZI- w U N 0 I— ww -- 0 .. Z = 0 z eo ) tut r-66),- - tot 5 i I (i ` . D Ad L g so, ts:o S Date Called: el r 76/3 Special Instructions: Date Wanted. a.m., i /)$ Reques .-- -- 14 / il,`(lech Zot. - 399 g '7 69 Phone • Fs nS ix?alganiat ii. v- ;ti f.x+ i af3: "Pr9t. -i�ti Sl!r�ti'' >�. WL'ti INSPE ON NO. .l. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Doz -ohs (206)431 -3670 Approved per applicable codes. J Corrections required prior to approval. COMMENTS: ctor: „>nv- .00 REINSPECTION F�E REQUIRED. Prior to inspection, fee must be id at 6300 Southcente Ivd., Suite 100. II to schedule reinspection. Re'ipt No.: Date: Date: Project: , .../: L OU* 3 Type ofilaspgction: Address: 5L-1 2 .ta s , 1 So Date • called I — Special Instructions: .----- I- 1 r'S 4 s ( 11 i NA ,.. 90S4 13 1 -* Date Wanted: L a W Requester: Phone No: ; .w.tUkaahg)NAle 6+,4:tt,i4Vo'l;14 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 roved per applicable codes. .D02 0L-1 8 (206)43.1-6:70 COMMENTS: Q Alk■ c"C,, Crym L C 2). L 'TO ■ ctor: 7.00 REINSPECTION id at 6300 Southcente Date: E REQUIRED. Prior t inspection, fee must be Blvd., Suite 100. 9t to schedule reinspection. R ipt No.: Date: Corrections required prior to approval. Project: aM,1( _S (A i \( Y\ -LOA-5 Type_ainspe V ction: 6 . 1 O ( 0 A:5 :Icr i e55 1 : 5 i5c st— 1 of S Date Called: ) Special Instructions: .... Date Wantqdt / I 1 I 15 I D3 Requester: E r 1 C. Phone-No: Y INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMITA co o; (206)431-3670 Approved per applicable codes. lig Corrections required prior to approval. COMMENTS: ?-kelui.dlo Tfu44' Insp tor: CLIelf $4 00 REINSPECTION FE at 6300 Southcenter ReGgpt No.: "1 A 1* Date: REQUIRED. Prior6 inspection, fee must be lvd., Suite 100. Call to schedule reinspection. Date: • V-5 COMMENTS: Type of Inspection: vi m p Ro?s�, ,. b, , x .4, . �-thJ 5 �a w[co4 <top b K . Tkp --Cit-Asuutx p cia I , o ru ions' Date Wanted: t lc el im ek Reque ter: I � vk & d Phone No: � _ P o�ect: 24 Type of Inspection: vi m p Addre Date Called: 5 a I io3 p cia I , o ru ions' Date Wanted: (% 11 a.m. p.m. Reque ter: I � vk & d Phone No: � _ -r - � INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. Date: N 1 fJ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: Receipt No.: Date: • D02.--04Y et Z � Z cc W JU O 0 CO LLI N � J W 0 2 g< = � Z � W W U� D 0 I— W I— 1- IL Z 111 W -±- O H Z COMMENTS: Special Instructions: Date Wanted: `(11. /l7 /Q 2 J p.m. Requester: Phone�oo: b — 355 ' c5 • INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION PERM :& r 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. Date: ` 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: 5-6 COMMENTS: Type of Inspection: SS'S Address: Special Instructions: Requester: Type of Inspection: SS'S Address: 1/ / G.� S, /9 C �j' ? / ' Date Called: / n . l� 5/63 Special Instructions: tors Date Wanted: / 7 1 /OM a.m. p.m. Requester: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3,670 Approved per applicable codes. Inspector: Date: 3A0/03 $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: EI Corrections required prior to approval. • P ject: r t rct)e✓' )i(•, an • // / Typ of Inspection: C r c'w p , Addre s: 5� /J S X50 S Date Calle • c9/ D Special Instructions: Date Wanted: 495-0a. '�m'�`, p.m. Requester: Y /C-- Phone No: , 0(c) -35 - 3108 `;i4s1 1';:1:4144. )30 -0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: i spec r hAit /> rAA Date: 4 .00 REINSPECTION F�E REQUIRED. � or to inspection, fee must be id at 6300 Southcente Blvd., Suite 10 Call to schedule reinspection. Rene €ipt No.: Date: pproved per applicable codes. El Corrections required prior to approval. 1 z � W re 6 J U O 0 N W= J Ir- w O 2 r LL z d �w z = I- O z LLI F— • W U � O 5 O 1_- W W L . z W U= O ~ z Project: l otu(r (Liiriun -10/5— Type f -Inspe t ion: Type //�� � r e //--7 Address: s 1 s /so � Date Ca lled: J // (9? �_ Special Instructions: � /4/—c9--7 Date Wanted: � 4 0 3 a. Jr. .r, Requeste E ric. • Phone No: aC - 5 5 \ci�ua. 0 ce # "d ' 's<F, " ^s3 m ** .aa,'a'...'1, .1.MI4 t.1t INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: spe o r b : , / C < ���`� c l .00 REINSPECTION FEE REQUIRED. Pr' r to inspection, fee must be a'd at 6300 Southcenter Blvd., Suite 100 Call to schedule reinspection. Reclribt No.: Date: — 3 Date: Approved per applicable codes. Corrections required prior to approval. Project: LOWeX J(AP1 fi Oln Type of Inspectio doWnspou d rain D ate. Called. 2 -11— 03 Address: 5 2 s 150-�� St Special Instructions: Date Wanted: 2 a.m. Requester: . 5r1 c Phone No 2 n / ._ 3 5.5 - O oD INSPECTION RECORD Retain a ropy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Doz -oiig Corrections required prior to approval. OMMENTS: z'1)/on) t 7v. 1v J . w c a PERMIT NO. (206)431 -3670 :k Inspector: Date: q 1 o3 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z • W 6 JU O 0 to 0 co Li, J H w0 Q co I a W Z = H W O • u U a1-- W H 0 . W Z O — O I- Z Project: f c�� }e J�� rral� <<� T ype of Inspect &, °n / �ior> '//r Are ns S /sue S ooCCc�' Date Called: _ l � Special Instructions: ('�- ctr Z 6c- a'iG Date Wafited: a.m. Requester-7,, l cr� /! Phony N y 3SS- — 10 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 proved per applicable codes. Corrections required prior to approval. COMMENTS: 47.00 REINSPECTIO FEE REQUIRED rior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 1 O. Call to schedule reinspection. Receipt No.: Date: Date: .44 -,lo 5 .:'sriii; PER 0 06)431 -3670 Project: LU7'.5 44 /./A72L ANCT71M ) Type of Inspection: 1ND . /rj /U6S Add� _ c'7 2 /1' 5 . / . s! Date Called: a / /J - t)3 Special Instructions: L Y t / Date Wa / nted: a.m. - p.m.+ ! `/f `U� Requester: Pho No: (�a }.ASSGP,o9 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF .TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Approved per applicable codes. Corrections required prior to approval. COMMENTS: a- k AO —( Date: O REINSPECTION FEE REQUIRED. Prior tbo inspection, fee must be at 1300 Southcenter BIVd., Suite 100. Cal to schedule reinspection. p ate: t M 1 r 143. POWER LIN NOTE 8 TYPE I = 145.08 UNE NO 4 SAN. SEWER UNE NOTE 3 49.0' IE = 138.80 SOUTH 150th STREET 6 "W.— — 12a6 Li 8'PVC012.e5A SCALE: I" • 20.0' PATIO EXTEND POWER UNDER GROUND TO HOUSE FROM EXISTING TRANSFORMER 81'5" TO F.H. TAX ID • 8133000060 N88'30'0 • "W 51.01 LO7 B (PREVIOUSLY LOT S) LOT LINE ADJUST. 20021204900002 LAKERIOGE DEVELOPMENT PO BOX 146 RENTON WA 98051 DATE: 12/31/02 10' B.S.B.L. rtwsnNc 4' COTTONWOOD B EXIST. GRADE 40' -0" STORM L NE NOTE #2 YAW 150.5' FILE COPY NOTES: 1. DRIVEWAY PAVED FROM S. 150th ST. TO GARAGE 2. S.D. PIPE OF 4" NON— PERFORATED PVC PIPE POSITIVE SLOPE TO LOW POINT OF FOUNDATION. 'Y STORM PIPE & FTG. DRAIN TOGETHER INTO SINGLE 4 SCUD PVC UNE POSITIVE SLOPE TO STORM DRAIN 3 S.S PIPE IS 6" CLEAN OUTS PER CITY INFRASTRUCTURE STANDARDS. WATER SUPPLY FROM ME TO THE HOUSE IS 3 4 ". WATER METER IS F TITE 11 5. WATER SUPPLY CONNECTED TO WATER METER SETTER 6. SIT WILL BE PERMANENTLY STABLE BY USING SEED & MULCH BY OWNER : BY COMPLETION DATE 7. TEMPORARY EROSION CONTROL TO BE STRAW ON THE DOWNHILL SIDE OF THE LOT PER 1998 K.C. SURFACE WATER DESIGN MANUAL APPENDIX D. REFER TO PERMIT CONDITIONS. 8. POWER, TELEPHONE AND CABLE TO BE INSTALLED UNDERGROUND RECEIVED CITY OF TUKWILA JAN 0 5 2003 PERMIT CENTER TE: NEW DRIVEWAY AND CURB CUT TO BE PER CITY OF 1UKWLA INFRASTRUCTURE DESIGN MANUAL F.A.R. CALCULATIONS LOT AREA = 7,141 sf 50% ALLOWABLE = 3.570 sf F A R AT MAIN = 1,204 sf UPPER 1,155 sf GARAGE = 536 sf PORCH = 44 sf TOTAL = 2,939 sf < 3,570sf '.�9 'Y" - -�. _ "a: _vµ`� ran•. ,. DO2a0091c9 DRIVEWAY SECTION 4" EXP. ACC. CONC, DRIVEWAY 15% MAX. SLOPE 2 5/8' CRUSHED ROCK z 1 W 6 0 0 D W= W O u Q 2 • d ▪ W Z = ZO W • W • 0 O • N O I— W W = O • I- z EXTEND POWER UNDER GROUND TO HOUSE FROM EXISTING TRANSFORMER — = 43.9)$ 1ST. SAN. PER TV IE I NITE: NEW DRIVEWAY AND CURB CUT TO BE PER CITY OF TUKVNLA INFRASTRUCTURE DESIGN MANUAL LOT E> (PREVIOUSLY LOT "5) LOT LINE ADJUST. 20021204900002 TAX ID ° &i330000 I SCALE: I " :20.0' , DOSIING .-I' I 4' COTTONWOOO 6 l EXIST. b GRADE - LAKERIDGE DEVELOPMENT PO 50X 140 RENTON lUG 98051 DATE: 12/5/02 PATIO STORM LINE NOTE #2 �' POWER LINE MAIN = :50.5 WATER LINE NOTE 14 SAN. SEWER LINE NOTE #3 CAR = 14 NC: IVEWAY o 30' .S.B - w -J —J Cl- IE "= 138.80 IE = 140.89 042 F Z 0 FL) ;ING oN2b. 1.5' CORRECTION R# NOTES: 1. DRIVEWAY PAVED FROM S. 150th ST. TO GARAGE rn 2. S.D. PIPE OF 4" NON - PERFORATED PVC PIPE POSITIVE SLOPE TO LOW POINT OF FOUNDATION. "Y STORM PIPE & FTG. DRAIN TOGETHER INTO SINGLE 4" SOLID PVC LINE POSITIVE SLOPE TO STORM DRAIN 3. S.S. PIPE IS 6" SDR 35 ON A % SLOPE. CLEAN OUTS PER CITY INFRASTRUCTURE STANDARDS. 4. WATER SUPPLY FROM METER TO THE HOUSE IS 3/4 ". WATER METER IS FOGTITE 11 5. WATER SUPPLY CONNECTED TO WATER METER SETTER N M 6. SITE PERMANENTLY STABLE BY USING SEED & MULCH BY OWNER : BY COMPLETION DATE 7. TEMPORARY EROSION CONTROL TO BE STRAW ON THE DOWNHILL SIDE OF THE LOT PER 1998 K.C. SURFACE WATER DESIGN MANUAL APPENDIX D. REFER TO PERMIT CONDITIONS. B. POWER, TELEPHONE AND CABLE TO BE INSTALLED UNDERGROUND I1 9200 SOUTH 150th STREET 6 "W. — 128.8 IF 8' PVC 0 12.85X F.A.R. CALCULATIONS LOT AREA = 7,141 sf 50% ALLOWABLE = 3.570 sf FAR AT MAIN = 1,204 sf UPPER = 1,155 sf GARAGE = 536 sf PORCH = 44 sf TOTAL = 2,939 sf < 3,570sf DRIVEWAY SECTION \ 4" DV. AGO. CONC. DRIVEWAY 15X MAX. SLOPE z w 2 I1 00 0 W I W0 g J u. co w F- z � z� U � 0 I— 1 L I Z 111 0h- z Kappler Architects VERSION 57.7 INCLUDES 3 STORY Lateral Analysis for: SITE CRITERIA CONSTRUCTION CRITERIA Job No. Date TRYON CONSTRUCTION PLAN #2359 A LOCATION WIND EXPOSURE WIND SPEED IN MPH EARTHQUAKE ZONE SOILS TYPE WEIGHT ADDITIONAL SURCHARGED LOAD (ie.snow) BUILDING FOOTPRINT ROOF PITCH (over the majority of the upper roof) BUILDING GROUND FLOOR FOOTPRINT AREA UPPER FLOOR PLATE HT. MAIN FLOOR PLATE HT. LOWER FLOOR PLATE HT. WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION SAIL AREA PLF FOR PERIMITER OF BUILDING ROOF (Roof + 1/2 Upper Floor) FLOOR ( 1/2 Upper Floor + 1/2 Main Floor) LOWER FLOOR (1/2 Main Floor + 1/2 Lower Floor) GARAGE (1/2 Main Floor + Roof) OTHER KAPPLER ARCHITECTS BELLEVUE, WA 9904421 Tryon_Plan#2359a 1997 -7 Lateral analysis wor$5t1 .320 99044 -21 6/3/1999 SPM ,REC I ,Tr: RED AI CI -, TECT 0. ' ;J 37 FINER STATE OF WASHiNGTQ TAMPED" Long Wall FILE COPY LATERAL DESIGN PER 1997 UBC Note: For portions described in these calculations only. See sheets S -1, S -2 and S -3 for all details, schedules and shear wall locations. DESIGN CRITERIA AND BUILDING DESIGN PERAMITERS 2:' "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default Short Wall /12 SF FT FT FT 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default Lower 4' not included Lower 4' not included 2/18/2002 PAGE 1 WALL HEIGHT REDUNDANCY FACTOR (rho") • PER SECTION 1630 Reliability/Redundancy Factor: P = 2 - ( 20 / ( r max ((sq root of AB))) VALUE USED where: AB Ground floor area of structure AB r max = Max element - story shear ratio square root r max = r / story shear ri= element story shear x 10 / lw element shear Iw (LENGTH) r = therefore use WIND PER SECTION 1618 DESIGN PRESSURE: P = (Ce) (Cq) (qs) (1w) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure lw = Importance Factor WIND EQUALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (1w) 296 2 . 5 r i story shear r max = I 1184 I 11676 I DESIGN CRITERIA FOR WIND ANALISYS P= Min= 1.0 Max=1.5 EXPOSURE 0.62 Default for B exposure METHOD 2 1.3 uetauit tor normal torce metnoa WIND SPEED 16.4 Default for 80 MPH WIND FORCE TRIB.HEIGTH P(ROOF) 13.0 P(FLOOR) 9.25 P(LOWER FL) 0 P(GARAGE) 0 KAPPLER ARCHITECTS BELLEVUE, WA 99044-21 Tryon_Plan#2359a_1997-7 Lateral analysis wor8110041320 PSF 1740 42 11841 0.10 P/LF 211 122 0 0 SF # FT # FT # FT # FT 2/18/2002 PAGE 2 < • I I— z Lij 0 00 N O (" LU WI u_. .uj g u_ I a Z I- 0 Z LU 0 I-- 111: • 0 LL - 1-: o z ROOF 12 42 40 20160 ADDITIONAL LOAD 0 42 40 0 S / S EX. WALLS 10 84 8 6720 F / B EX. WALLS 10 80 8 6400 INTER. WALLS 8 82 8 5248 Roof (Upper walls) 38528 18.5 712768 712768 0.6266 7316 Floor (Main walls) 44716 9.5 424802 1137570 0.3734 4360 Floor (Lower walls) 0 0 0 1137570 0.0000 0 FLOOR 15 42 40 25200 S / S EX. WALLS 10 84 8.5 7140 F / B EX. WALLS 10 80 8.5 6800 INTER. WALLS 8 82 8.5 5576 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEAR WALLS 44716 FLOOR 15 42 40 12600 S / S EX. WALLS 10 84 0 0 F / B EX. WALLS 10 80 0 0 INTER. WALLS 8 82 0 0 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEAR WALLS 0 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16bQ, 16N BASESHEAR:Vb= (3.OxCa /R)W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load BUILDING LOADING DEAD LOADS VALUE USED Z= R= Ca = Rw= Rw= TOTAL ROOF WEIGHT BASE SHEAR BASESHEAR:Vb= (3.OxCa /R)W STORY SHEAR 0.3 5.5 0.36 8 6 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSFI LONG WALL 'SHORT WALLS WEIGHT TOTAL WEIGHT BASE SHEAR: Vb= W= TOTAL FLOOR FORCE: Vi= KAPPLER ARCHITECTS BELLEVUE, WA 9904421 Tryon_Plan #2359a_1997 -7 Lateral analysis wol$8l10.320 38528 # 83244 0.1964 83244 16346 WORKING STRESS WOOD DESIGN 1.4 I 11676 I# Wi hi (Plate Ht.) Wi x hi sum Hi x hi Wihi Vi 1850338 Wihi / sum 0 : IF. NO LOWER LEVEI 11676 # 2/18/2002 PAGE 3 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) SEISMIC FORCE ROOF DIAPHRAM CHECK TOP CHORD M= T =C= 160 132 0 0 # FT # FT # FT # FT 46438.4907 1160.962268 2 -2X4 10.5 "::110:57 ALOW.Ft= 525 1.331 698.2510K 2 -2X6 16.5: 7 0.36 16d > _Ai 1.33 143,64 # /NAIL 8.08 NAILS SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 550 1.33 MIN BOLT SPACING 5/8" DIA. AB 790 1.33 MIN BOLT SPACING 914499.8427 SEISMIC FORCE UPPER FLOOR WIND GOVERNS '.. , ..'; @ 211 # FT MAIN FLOOR SEISMIC: GOVERNS... @ 343 # FT 1.10.567835 ' #FT 731.501 1050.71 KAPPLER ARCHITECTS BELLEVUE, WA 99044 -21 Tryon_Plan #2359x_1997 -7 Lateral analysis wor$sb 4320 # /BOLT 2.31, FT O.C. # /BOLT 31 FT O.C. 11676 F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) WIND FORCE 160 132 0 P(ROOF) 211 P(FLOOR) 122 P(LOWER) 0 P(GARAGE) 0 # FT # FT # FT # FT # FT # FT # FT # FT 2/18/2002 PAGE 4 V W h Wh F ROOF 11676 38528 13.00033333 500876.8427 6395 FLOOR 11676 44716 9.25 413623 5281 LOWER 11676 0 0 0 0 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) SEISMIC FORCE ROOF DIAPHRAM CHECK TOP CHORD M= T =C= 160 132 0 0 # FT # FT # FT # FT 46438.4907 1160.962268 2 -2X4 10.5 "::110:57 ALOW.Ft= 525 1.331 698.2510K 2 -2X6 16.5: 7 0.36 16d > _Ai 1.33 143,64 # /NAIL 8.08 NAILS SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 550 1.33 MIN BOLT SPACING 5/8" DIA. AB 790 1.33 MIN BOLT SPACING 914499.8427 SEISMIC FORCE UPPER FLOOR WIND GOVERNS '.. , ..'; @ 211 # FT MAIN FLOOR SEISMIC: GOVERNS... @ 343 # FT 1.10.567835 ' #FT 731.501 1050.71 KAPPLER ARCHITECTS BELLEVUE, WA 99044 -21 Tryon_Plan #2359x_1997 -7 Lateral analysis wor$sb 4320 # /BOLT 2.31, FT O.C. # /BOLT 31 FT O.C. 11676 F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) WIND FORCE 160 132 0 P(ROOF) 211 P(FLOOR) 122 P(LOWER) 0 P(GARAGE) 0 # FT # FT # FT # FT # FT # FT # FT # FT 2/18/2002 PAGE 4 I 0 0 0 0 0 #DIV /0! f" #DIV /01::;'1 Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED #DIV /01 #DIV /01 #DIV /0! #DIV /01 MIN PLATE NAILING #DIV /0! INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #DIV /01 #DIV /0! #DIV /0! #DIV /01 #DIV /01 #DIV /0! #DIV /0! #DIV /0! I 11.5 4 4 4.5 3.8 149 ; . P1 -6 : . ;: ..1 Mo= Wall(DL) Roof (DL) Mr= T =C U REQUIRED 4754.77 4754.77 5349.12 4517.03 MIN PLATE NAILING 12 INC O.C. 320 320 360 304 0 0 1134 957 426.67 426.67 2241.00 1597.27 1082.03 1082.03 690.69 768.36 CS16 -30 CS16 -30 NA NA 20 7.5 0 11 0 228 P1 -6 Mo= WaII(DL) Roof (DL) Mr= T =C V REQUIRED 13660.89 0.00 20035.97 0.00 MIN PLATE NAILING 8 INC O.C. 600 0 880 0 0 0 0 0 1500.00 0.00 3226.67 0.00 1621.45 #DIV /01 1528.12 #DIV /0! HTT 22 #DIV /0! CS16 -30 #DIV /0! I 8.5 17.5 4.5 0 0 81 P1 =6 °' ' 1 Mo= Wall(DL) Roof (DL) Mr= T =C V REQUIRED 11391.84 2929.33 0.00 0.00 MIN PLATE NAILING 21 INC O.C. 1400 360 0 0 0 0 0 0 8166.67 540.00 0.00 0.00 184.30 530.96 #DIV /0! #DIV /0! NA NA #DIV /0! #DIV /0! SHEAR WALLS RIGHT TO LEFT UPPER FLOOR TRIB.LENGTH Load 211 Ht. 8 UPPER FLOOR Load 211 Ht. 8 z O LL UPPER FLOOR Load 211 Ht. 8 0 2 UPPER FLOOR Load 211 Ht. 8 2 /3DL REACTION HOLDDOW 2 /3DL REACTION HOLDDOW 2 /3DL REACTION HOLDDOW 2 /3DL REACTION HOLDDOW TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH a a WALL SEGMENTS b C b b C C C KAPPLER ARCHITECTS BELLEVUE, WA 99044 -21 Tryon_Plan #2359a_1997 -7 Lateral analysis workst€44411320 d d d SHEAR V WALL TYPE d 2/18/2002 PAGE 5 15 16.5 14 0 0 104.;' ':. -6 -1 Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED 13672.09 11600.56 0.00 0.00 MIN PLATE NAILING 17 INC O.C. 1320 1120 0 0 0 0 0 0 7260.00 5226.67 0.00 0.00 388.61 455.28 #DIV /01 #DIV /0! NA NA #DIV /0! #DIV /0! 0 0 0 0 0 #DIV /0! 1. #DIV /01 I Mo= Wall(DL) Roof (DL) Mr= T =C NI REQUIRED #DIV /0! #DIV /01 #DIV /0! #DIV /0! MIN PLATE NAILING #DIV /0! INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #DIV /0! #DIV /0! #DIV /0! #DIV /0! #DIV /0! #DIV /0! #DIV /0! #DIV /01 I 15 15.5 20.5 0 0 88J P1 -6:. Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED 10881.28 14391.37 0.00 0.00 MIN PLATE NAILING 20 INC O.C. 1240 1640 0 0 0 0 0 0 6406.67 11206.67 0.00 0.00 288.68 155.35 #DIV /0! #DIV /0! NA NA #DIV /0! #DIV /0! I 0 1 0 0 0 0 P1 Mo= Wall(DL) Roof (DL) Mr= T =C V REQUIRED 0.00 0.00 0.00 0.00 MIN PLATE NAILING #DIV /0! INC O.C. 80 0 0 0 0 0 0 0 26.67 0.00 0.00 0.00 -26.67 #DIV /0! #DIV /0! #DIV /0! NA #DIV /0! #DIV /0! #DIV /0! - FRONT TO BACK UPPER FLOOR TRIB.LENGTH Load 211 Ht. 8 0 E2 2 /3DL REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 o_~ w = Z 2 /3DL REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 0E- ww H J 2 /3DL U REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 F- w w -J 2 /3DL REACTION HOLDDOW TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH a a a WALL SEGMENTS b C b b C C C KAPPLER ARCHITECTS BELLEVUE, WA 99044- 21_Tryon_Plan #2359a_1997 -7 Lateral analysis wof$Slt. 320 d d d d SHEAR V WALL TYPE 2/18/2002 PAGE 6 4 2 2 0 0 1321: _:LRP :.:r =,::.I Mo= Wall(DL) Floor,Roof(DL^ Mr= T =C V REQUIRED 2244.38 2244.38 0.00 0.00 LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 13 INC O.C. 340 340 0 0 0 0 0 0 226.67 226.67 0.00 0.00 1008.86 1008.86 #DIV /0! #DIV /0I STHD 14 STHD 14 #DIV /0! #DIV /0! 20 14 10 0 0 286 ,T: P1-4. Mo= WaII(DL) Floor,Roof(DL; Mr= T =C V REQUIRED 33977.24 24269.46 0.00 0.00 MIN PLATE NAILING 6 INC O.C. 2380 1700 0 0 1680 0 0 0 18946.67 5666.67 0.00 0.00 1073.61 1860.28 #DIV /0! #DIV /0! STHD 14 RJ STHD 14 RJ #DIV /0! #DIV /0! 8.5 3.25 4.5 8 6 134 :_.: P1 =6 :,. Mo= Wall(DL) Floor,Roof(DL, Mr= T =C V REQUIRED 3699.00 5121.69 9105.23 6828.92 MIN PLATE NAILING 13 INC O.C. 552.5 765 1360 1020 900 1080 2720 200 1573.54 2767.50 10880.00 2440.00 653.99 523.15 - 221.85 731.49 STHD 14 RJ NA NA 3THD 14 RJ 1I - RIGHT TO LEFT MAIN FLOOR TRIB.LENGTH Load 132 Ht. 8.5 o� Q : z 0 0 u_ 2 /3DL MAIN FLOOR Load Ht. F- z 0 o: w MAIN FLOOR Load 343 Ht. 8.5 0 2 MAIN FLOOR Load 343 Ht. 8.5 w o: REACTION HOLDDOW TRIB.LENGTH 343 8.5 Mo= Wall(DL) Floor,Roof(DL 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED 2 /3DL REACTION HOLDDOW 2 /3DL REACTION HOLDDOW 14.5 4 4.5 11649.34 680 120 1066.67 2645.67 STHD 14 RJ 13105.51 765 135 1350.00 6 0 343 . P1 I 17474.01 0.00 1020 585 3210.00 2612.33 STHD 14 RJ 2377.33 STHD 14 RJ 0 0 0.00 #D /0! #D /0! See beam calculations for added overturning load TRIB.LENGTH a b c d TRIB.LENGTH WALL SEGMENTS a b c a a b b KAPPLER ARCHITECTS BELLEVUE, WA 9904421 Tryon_Plan #2359a_1997 -7 Lateral analysis wo.$51 .1320 c c d d d SHEAR V WALL TYPE MIN PLATE NAILING 5 INC O.C. 2/18/2002 PAGE 7 �`I 15.5 15.5 19.5 0 0 152 'H : , P1.6 : r' Mo= Wall(DL) Floor,Roof(DL; Mr= T =C N REQUIRED 19991.10 25150.09 0.00 0.00 MIN PLATE NAILING 11 INC O.C. 1317.5 1657.5 0 0 2325 585 0 0 18819.58 14576.25 0.00 0.00 75.58 542.25 #DIV /01 #DIV /0! NA NA #DIV /0! #DIV /0! 1 0 0 0 0 0 #DIV /0! [ #DIVIO! Mo= Wall(DL) Floor,Roof(DL; Mr= T =C N REQUIRED #DIV /0! #DIV /0! #DIV /0! #DIV /0! MIN PLATE NAILING #DIV /0! INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #DIV /0! #DIV /0! #DIV /0! #DIV /0! #DIV /01 #DIV /0! #DIV /0! #DIV /0! 25.5 6 13.5 7.5 2.5 6293.60 296E .P1 -4 1 MIN PLATE NAILING 6 INC O.C. Mo= Wall(DL) Floor,Roof(DL; Mr= T =C N REQUIRED 15104.65 33985.47 18880.81 1020 2295 1275 425 840 2025 900 300 3720.00 19440.00 5437.50 604.17 1897.44 1077.44 1792.44 2275.78 STHD 14 RJ STHD 14 RJ STHD 14 RJ THD 14 RJ 5 32.5 0 0 0 53 P1 -6.E Mo= 14561.67 0.00 0.00 0.00 WaII(DL) 5525 0 0 0 Floor,Roof(DL; 0 0 0 0 Mr= 59854.17 0.00 0.00 0.00 MIN PLATE NAILING T =C - 1393.62 #DIV /0! #DIV /0! #DIV /01 33 INC O.C. N REQUIRED NA _ #DIV /0! #DIV /0! #DIV /0! • - FRONT TO BACK MAIN FLOOR TRIB.LENGTH Load 343 Ht. 8.5 2 c0 E2 2 /3DL REACTION HOLDDOW MAIN FLOOR Load 343 Ht. 8.5 o' er w I--0 z a 2 /3DL U REACTION HOLDDOW MAIN FLOOR Load 343 Ht. 8.5 2 /3DL REACTION HOLDDOW MAIN FLOOR TRIB.LENGTH Load 343 Ht. 8.5 I w w -J 2 /3DL REACTION HOLDDOW TRIB.LENGTH TRIB.LENGTH a a a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 9904421 Tryon_Plan#2359a_1997 -7 Lateral analysis wal$511 t. 320 d d d d SHEAR V WALL TYPE 2/18/2002 PAGE 8 Z I Z re LI U O W= J F. N W W O }} u. = a W Z � I- O W ~ W n p 0- O W U _ LL F"' Z . U= Z Cornerston.. Geotechnical, Inc. April 26, 2002 Mr. Wayne Jones Lakeridge Development P.O. Box 146 Renton, WA 98057 Foundation Investigation South 150 Street Tukwila, Washington CG File No. 1291 17625 -130th Ave. NE, C102, Wo. iville, WA 98072 Phone: 425-844-1977 Fax: 425- 844 -1987 CITY OF TUKWILA APPROVED DEC 2 3 2O02 log tiu i cD .. j ti LDN'G D V7-31 , Dear Mr. Jones: INTRODUCTION This report summarizes the results of our foundation investigation at your project site in Tukwila, Washington. The site is located just northwest of the intersection of Macadam Road and South 150 Street. The location of the site is shown on the Vicinity Map in Figure 1. For our use in preparing this report, we have been provided with a copy of a Site Plan undated and untitled. The site consists of two rectangular- shaped parcels. The northern parcel is approximately 1.8 acres in size. That parcel is to be divided into a four -lot short plat. Two of the lots will have street frontage on Macadam Road. The other two lots will access from a driveway that extends to Macadam Road. The southern parcel is roughly about the same size and has already been platted into seven lots. We understand that you have purchased the eastern five lots. All of these lots front onto South 150 Street. There exist uninhabited buildings on the northwest, southwest and southeast corners of the project site. These buildings will all be removed. There is an existing single - family home on private property on the southwest corner of the project site. This residence and all property are not included in the proposed project and were not included in this study or report. CORRECTION LTR# 1°2.-- o sia s7 1µV `` � R NerizrM Site Evaluation South 150 Street Tukwila, Washington April 26, 2002 CG File No. 1291 Page 2 Geology SCOPE The purpose of this study is to explore and characterize the subsurface conditions and present foundation recommendations. Specifically, our scope of services includes the following: 1. Review of soils and geologic maps of the area. 2. Evaluate subsurface conditions through the area using a backhoe. 3. Recommend footing designs for the proposed development. 4. Prepare a letter to document our conclusions and recommendations. SITE CONDITIONS Surface Conditions The overall site topography is a gentle to moderate slope down to the west. The eastern portion of the site slopes down at approximately 16 percent grade. The central portion is generally flat lying with a drainage feature that slopes down to the south. The western portion of the site slopes gently down to Macadam Road. The southwest portion of the site has a downward gradient toward the southwestern corner. A house is located (and will remain) in the southwestern corner. Except the area around the house, the site is heavily vegetated with grass, blackberry thickets and cottonwood trees. Fir, hemlock, holly and apple trees are also abundant through the site. Most of the Puget Sound Region was affected by past intrusion of continental glaciation. The last period of glaciation, the Vashon Stade of the Fraser Glaciation, ended approximately 10,000 to 11,000 years ago. Many of the geomorphic features seen today are a result of scouring and overriding by glacial ice. During the Vashon Stade, the Puget Sound region was overridden by over 3,000 feet of ice. Soil layers overridden by the ice sheet were compacted to a much greater extent than those that were not. Part of a typical glacial sequence includes recessional outwash sand underlain by glacial till. The Preliminary Geologic Map of Seattle and Vicinity, Washington, published 1963, show the project site to be unit QT. This is the Vashon Till which is a mix of silt, sand, gravel and clay. Cornerstone Geotechnical, Inc. z I Z r w 6 000 co co W J co w W O J u. St. d = W' Z �. ZO 0 O - � H w W O id = z Site Evaluation South 150 Street Tukwila, Washington April 26, 2002 CG File No. 1291 Page 3 Some of our site explorations encountered what appeared to be glacial till. Glacial till is an unsorted mixture of sand, silt, and gravel that are deposited at the bottom of the glacier, which is commonly referred to as "hardpan ". The glacial till has been consolidated under the weight of the continental glaciers. The till exhibits both high strength and low permeability. At other locations on site, our explorations also encountered pre - Vashon silts at depth. These are interpreted to be areas where the till does not exist. In addition, we encountered thin deposits in the upper strata that we consider to be placed during and after the last glacial retreat. We encountered silty gravel, silty sand and one area of organic silt. We also found some minor amounts of fill associated with past grading on site. Explorations .Subsurface conditions were explored at the site on April 11, 2002, by excavating seven test pits with a backhoe. The test pits were excavated to depths of 4.0 to 8.5 feet below the ground surface. The explorations were located in the field by a geologist from this firm who also examined the soils and geologic conditions encountered, and maintained logs of the test pits. The approximate locations of the test pits are shown on the Site Plan in Figure 2. To minimize disturbance around the private property in the southwest corner of the site, and because of the debris and vegetation around the structures in the northwest corner of the site and the heavy vegetation along the east side of the site, the explorations were generally located in the center of the site. The soils were visually classified in general accordance with the Unified Soil Classification System, a copy of which is presented as Figure 3. The logs of the test pits are presented in Figures 4 and 5. Subsurface Conditions Our explorations encountered a surficial layer of fill and/or topsoil across the site. In Test Pits 4 and 5, we found an established topsoil zone above the fill indicating that it had been in place for some time. The fill appears to be the thickest in the central portion of the site. Below the fill we encountered silty sands, silty gravels and medium stiff to stiff silt. Test Pit 6, in the north central portion of the site, encountered organic silt from about 3.5 to 5.5 feet below the ground surface. The topsoil consisted of loose, dark brown silty fine sand with roots. The fill consisted of Cornerstone Geotechnical, Inc. z w re JU O 0 u) 0 w = J i-- w00 } g J u. ¢ co I a w z 1- 0 z i— w U 0 O N O f- w W �z U N H = O ~' z Site Evaluation South 150`" Street Tukwila, Washington April 26, 2002 CG File No. 1291 Page 4 medium dense, brown fine sand with silt and gravel. In Test Pits 2, 3, and 5, we encountered a silty gravel between 2.5 and 4.0 feet in depth. The gravel layer ranged from 0.5 to 1.0 feet in thickness. Underlying the gravel in these test pits, medium dense brown sand with gravel and cobbles with silt from 0.5 to 3.5 feet thick were encountered. We encountered a blue -gray silt that extended to the depths explored in Test Pits 2, 4, and 6. The remaining test pits ended at depth in a dense silty sand with gravel. Hydrologic Conditions Ground water seepage was encountered in all our test pit explorations, except Test Pit 7. The underlying soils at depth are considered poorly draining. During the wetter times of the year, we would expect perched water conditions to develop. Perched water occurs when surface water infiltrates through less dense, more permeable soils and accumulates on top of the underlying, less permeable soils. The more permeable soils encountered consist of the topsoil and gravel layers. We would expect the gravel layer to pocket water and that significant seepage will occur when initially excavated. We would typically expect this seepage to diminish with time. However, we cannot predict that with certainty as we do not know the lateral extent of the gravel layer. Perched water does not represent a regional ground water "table" within the upper soil horizons. The thickness of the layer and the surrounding topography suggests that it is not continuous. It should be noted that the local volumes of perched ground water could vary depending upon the time of year and the upslope recharge conditions. The slope along the western side of the site is a potential source for perched groundwater recharge for all down slope soils. CONCLUSIONS AND RECOMMENDATIONS General It is our opinion that the site is compatible with the planned development. The underlying medium dense to dense deposits are capable of supporting the planned structures and pavements. We recommend that the foundations for the structures extend through any topsoil, organic, fill, loose, or disturbed soils, and bear on the underlying medium dense to dense, native soils, or on structural fill extending to these soils. The dark brown organic silt where found, would require Cornerstone Geotechnical, Inc. z ~ • w O 0 � • UJ J H CO Li. w0 g • � • ¢ CO = I- _ Z � t— 0 Z I- w w U O O N O H w w O .. Z w U= 0~ Z Site Evaluation South 150` Street Tukwila, Washington April 26, 2002 CG File No. 1291 Page 5 removal. Based on our site explorations, we anticipate suitable bearing will generally be encountered from 1.5 to 5.5 feet below the existing ground surface. We expect that foundation depths will be less with distance from the central drainage feature. The shallow, perched ground water found on site will have a tendency to collect in low areas. We recommend that foundation drains be incorporated in the design and that they be placed below the elevation of crawl spaces and slabs on grade. Where soils with high silt content are exposed in foundation areas, we recommend that the foundations be excavated with a smooth - bladed backhoe. The resulting undisturbed subgrade should be covered with a 6 -to 8 -inch layer of rock to protect it from disturbance during construction. Foundations Footings should extend at least 18 inches below the lowest adjacent finished ground surface for frost protection and bearing capacity considerations. Minimum foundation widths of 12 and 18 inches should be used for continuous and isolated spread footings, respectively. Standing water should not be allowed to accumulate in footing trenches. All loose or disturbed soil should be removed from the foundation excavation prior to placing concrete. Where overexcavation depths are excessive, the foundation subgrade elevation can be achieved by placing structural fill below the foundations. The structural fill should extend outside the edge of the foundation a distance of one -half the depth of overexcavation. Therefore, a 2 -foot overexcavation depth would require 1 foot of structural fill outside of the footing. For foundations constructed as outlined above, we recommend an allowable design bearing pressure of 2,000 pounds per square foot (psf) be used for the footing design. Uniform Building Code (UBC) guidelines should be followed when considering short-term transitory wind or seismic loads. Potential foundation settlement using the recommended allowable bearing pressure is estimated to be less than 1 -inch total and V2-inch differential between footings or across a distance of about 30 feet. Higher soil bearing values may be appropriate for specific foundation conditions. These higher values can be determined after a review of a specific design. Cornerstone Geotechnical, Inc. ... ... ... �r>.: e. nne. aiKCneth rhhw. r. �sw ; ^.n :vsnixta z ~ w o:4 6 U 00 N O W J U w w 2 w ? = W z �. F- o z H w w U � o -- 0E- ww F- - o u z i = 0 z Site Evaluation South 150 Street Tukwila, Washington April 26, 2002 CG File No. 1291 Page 6 Lateral loads can be resisted by friction between the foundation and subgrade soil, and by passive soil resistance acting on the below -grade portion of the foundation. For the latter, the foundation must be poured "neat" against undisturbed soil or backfilled with clean, free - draining, compacted structural fill. Passive resistance may be calculated as a triangular equivalent fluid pressure distribution. We recommend that an equivalent fluid density of 250 pounds per cubic foot (pcf) be used to calculate the allowable lateral passive resistance for the case of a level ground surface adjacent to the footing. An allowable coefficient of friction between footings and soil of 0.45 may be used, and should be applied to the vertical dead load only. These values include a factor of safety of 1.5, applied to our estimate of ultimate soil strength values. Drainage We recommend that runoff from impervious surfaces, such as roofs, driveway and access roadways, be collected and routed to an appropriate storm water discharge system. Final site grades should allow for drainage away from any buildings. We suggest that the finished ground surface be sloped at a gradient of 3 percent minimum for a distance of at least 10 feet away from the buildings. Surface water should be collected by permanent catch basins and drain lines, and be discharged into a storm drain system. We recommend that footing drains be used around all of the structures where moisture control is important, especially in areas of high ground water. The underlying soils will pond water that accumulates in the crawl space. It is good practice to use footing drains installed at least 1 foot below planned finished floor slab or crawl space elevation to provide drainage for the crawl space. Footing drains should consist of 4- inch - diameter, perforated PVC pipe that is surrounded by free - draining material, such as pea gravel. Footing drains should discharge into tightlines leading to an appropriate collection and discharge point. Crawl spaces should be sloped to drain, and a positive connection should be made into the foundation drainage system. For slabs -on- grade, a drainage path should be provided from the capillary break material to the footing drain system. Roof drains should not be connected to wall or footing drains. Cornerstone Geotechnical, Inc. ?^3cSr Ora„ if r�bnGtir {S'Yy)y�[�lRil!I.'N.v!n,'.v z w re 6 J0 O 0 w, w 0 u-¢ • a I- z � � z w O • N aE- w W O z . U= O 1- z Site Evaluation South 150` Street Tukwila, Washington April 26, 2002 CG File No. 1291 Page 7 Structural Fill Where fill is placed below foundations, it should be compacted to structural fill specifications. Structural fill, by definition, is placed in accordance with prescribed methods and standards, and is monitored by an experienced geotechnical professional or soils technician. Field- monitoring procedures would include the performance of a representative number of in -place density tests to document the attainment of the desired degree of relative compaction. Imported structural fill should consist of a good quality, free - draining granular soil, free of organics and other deleterious material, and be well graded to a maximum size of about 3 inches. Imported, all- weather structural fill should contain no more than 5 percent fines (soil finer than a Standard U.S. No. 200 sieve), based on that fraction passing the U.S. 3/4 -inch sieve. Higher fines content soils can be used, however, they are more susceptible to disturbance when wet or above optimum moisture. The use of on -site soil as structural fill will be dependent on moisture content control. Some drying of the native soils may be necessary in order to achieve compaction. We expect that compaction of the native soils to structural fill specifications would be difficult, if not impossible, during wet weather. An alternative to compacted structural fill is to use rock, such as a 1 -to 2 -inch crushed railroad ballast. This material works well in wet conditions and does not required testing. Fill should be placed in 8- to 10- inch -thick uniform lifts, and each lift should be spread evenly and be thoroughly compacted prior to placement of subsequent lifts. The structural fill should be compacted to at least 95 percent of its maximum dry density. Maximum dry density, in this report, refers to that density as determined by the ASTM D 1557 compaction test procedure. The moisture content of the soil to be compacted should be within about 2 percent of optimum so that a readily compactable condition exists. It may be necessary to overexcavate and remove wet surficial soils in cases where drying to a compactable condition is not feasible. All compaction should be accomplished by equipment of a type and size sufficient to attain the desired degree of compaction. Cornerstone Geotechnical, Inc. i+,m..•,,.....,.� .._..•.. ,... n .- tr: r. 71*PW Onwt4st %ec.1C47*nVieVfYtIiig!VA tWK z w re J U O 0 • 0 W = Ww wO Q 2 Q LL = w z = I- O z I.- w • w U � O - O F- w • w IL 1 6 ui O - 0 H z Site Evaluation South 150 Street Tukwila, Washington April 26, 2002 CG File No. 1291 Page 8 USE OF THIS REPORT We have prepared this report for Lakeridge Development and their agents, for use in planning and design of this project. The data and report should be provided to prospective contractors for their bidding and estimating purposes, but our report, conclusions, and interpretations should not be construed as a warranty of subsurface conditions. The primary focus of this report is to address foundation conditions. We are not aware of any other specific geotechnical concerns on this site other than what was addressed in this report. The scope of our work does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractors' methods, techniques, sequences or procedures, except as specifically described in our report, for consideration in design. There are possible variations in subsurface conditions. We recommend that project planning include contingencies in budget and schedule, should areas be found with conditions that vary from those described in this report. We should be retained to provide monitoring and consultation services during construction to confirm that the conditions encountered are consistent with those indicated by the explorations, and to provide recommendations for design changes, should the conditions revealed during the work differ from those anticipated. As part of our services, we would also evaluate whether or not earthwork and foundation installation activities comply with contract plans and specifications. Within the limitations of scope, schedule and budget for our work, we have strived to take care that our work has been completed in accordance with generally accepted practices followed in this area at the time this report was prepared. No other conditions, expressed or implied, should be understood. o0o Cornerstone Geotechnical, Inc. w r m304 : 07} V4 z i- ce Li' JU 00 CO Cl CO 'LI CO .w o 2 u_ ¢ = • d ▪ w Z_ F- O Z F-- w U � O - O F- Ww F- H ui U N O f" z Site Evaluation South 150 Street Tukwila, Washington April 26, 2002 CG File No. 1291 Page 9 We appreciate the opportunity to be of service to you. If there are any questions concerning this report or if we can provide additional services, please call. Sincerely, Cornerstone Geotechnical, Inc. Anthony Schuetze Staff Geologist EXPIRES �i / 7, I Charles P. Couvrette, PE Principal Engineer AAS:CPC:nt Three Copies Submitted Five Figures Cornerstone Geotechnical, Inc. Cornerstone Geotechnical, Inc. Phone: (425) 844-1977 Fax: (425) 844.1987 17625 -130th Ave NE, C -102 • Woodinville, WA • 98072 File Number Lakeridge Development/Tukwila 1291 Figure 1 SITE PLAN Scale 1" = 60' LEGEND = n[:: t.W TP -1 - Number and Approximate Location of Test Pit 0 60 120 Reference: Untitled, undated photocopy provided by Lakeridge Development. Cornerstone .;< Geotechnical, Inc. 17625 -130th Ave NE, C -102 • Woodinville, WA • 98072 Phone: (425) 844 -1977 Fax: (425) 844 -1987 Lakeridge Development/Tukwila File Number 1291 150th STREET l Ot4.0 . Nf1y Figure 2 su IMP WC Unified Soil Classification System MAJOR AJOR DIVISIONS GROUP SYMBOL GROUP NAME COARSE - GRAINED SOILS MORE THAN 50% RETAINED ON NO. 200 SIEVE GRAVEL MORE THAN 50% OF COARSE FRACTION RETAINED ON NO. 4 SIEVE CLEAN GRAVEL GW WELL- GRADED GRAVEL, FINE TO COARSE GRAVEL GP POORLY - GRADED GRAVEL GRAVEL WITH FINES GM SILTY GRAVEL GC CLAYEY GRAVEL SAND MORE THAN 50% OF COARSE FRACTION PASSES NO. 4 SIEVE CLEAN SAND SW WELL- GRADED SAND, FINE TO COARSE SAND SP POORLY-GRADED SAND SAND WITH FINES SM SILTY SAND SC CLAYEY SAND FINE - GRAINED SOILS MORE THAN 50% PASSES NO. 200 SIEVE SILT AND CLAY LIQUID LIMIT LESS THAN 50% INORGANIC ML SILT CL CLAY ORGANIC OL ORGANIC SILT, ORGANIC CLAY SILT AND CLAY LIQUID LIMIT 50% OR MORE INORGANIC MH SILT OF HIGH PLASTICITY, ELASTIC SILT CH CLAY OF HIGH PLASTICITY, FAT CLAY ORGANIC OH ORGANIC CLAY, ORGANIC SILT HIGHLY ORGANIC SOILS PT PEAT NOTES: SOIL MOISTURE MODIFIERS 1) Field classification is based on Dry- Absence of moisture, dusty, dry visual examination of soil in general to the touch accordance with ASTM D 2488 -83. 2) Soil classification using laboratory Moist- Damp, but no visible water tests is based on ASTM D 2487 -83. Wet - Visible free water or saturated, 3) Descriptions of soil density or usually soil is obtained from consistency are based on below water table interpretation of blowcount data, visual appearance of soils, and /or test data. Cornerstone Phone :(425)844 -1977 lel Geotechnical, Inc. Fax:(425)844 -1987 17625 -130th Ave NE, C -102 • Woodinville, WA• 98072 Unified Soil Classification System Figure 3 9 Z Z Ce JU U O W W J = fr U) u_ w ur < co = W Z 1— O Z w 0 ( DF- W UJ H L O W Z U = O~ Z DEPTH TEST PIT ONE TEST PIT TWO TEST PIT THREE 0.0 - 2.5 i TEST PIT FOUR USC SOIL DESCRIPTION LOG OF EXPLORATION 0.0 - 2.2 SM MEDIUM BROWN FINE SAND WITH SILT AND ORGANICS AND MINOR GRAVEL TO COBBLES (LOOSE TO MEDIUM DENSE, MOIST) (FILL) 2.2 - 5.5 SM LIGHT BROWN SILTY SAND WITH GRAVEL TO COBBLES (MEDIUM DENSE TO DENSE, MOIST TO DRY) SAMPLES COLLECTED AT 1.5 AND 5.0 FEET GROUNDWATER SEEPAGE OBSERVED AT 2.0 FEET TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 5.5 FEET ON 4/11/02 0.0 - 2.0 SM MEDIUM BROWN FINE SAND WITH SILT AND GRAVEL (LOOSE TO MEDIUM DENSE, MOIST) (FILL) 2.0 - 3.0 SM RED -BROWN FINE SAND WITH ORGANICS (LOOSE TO MEDIUM DENSE, MOIST TO WET) 3.0 - 3.5 GM GRAY -BROWN SILTY GRAVEL WITH FINE SAND (LOOSE TO MEDIUM DENSE, WET) 3.5 - 6.0 ML BLUE -GRAY SILT (MEDIUM STIFF TO STIFF, DAMP) SAMPLE COLLECTED AT 5.5 FEET GROUNDWATER SEEPAGE WAS OBSERVED BETWEEN 2.0 TO 3.5 FEET HIGHER SEEPAGE RATES IN THE GRAVELS TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 6.0 FEET ON 4/11/02 SM BROWN FINE SAND WITH SILT AND GRAVEL (LOOSE TO MEDIUM DENSE, MOIST) (FILL) 2.5 - 3.5 GM GRAY -BROWN SILTY GRAVEL WITH SAND (LOOSE TO MEDIUM DENSE, WET) 3.5 - 6.0 SP BROWN SAND WITH GRAVEL TO COBBLES AND TRACE SILT (MEDIUM DENSE, MOIST) 6.0 - 7.5 SP LIGHT BROWN FINE SAND WITH GRAVEL TO COBBLES AND TRACE SILT (DENSE, DAMP TO DRY) SAMPLES WERE NOT COLLECTED GROUNDWATER SEEPAGE OBSERVED BETWEEN 2.0 TO 3.5 HIGHER SEEPAGE RATES OBSERVED IN GRAVEL LAYER TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 7.5 FEET ON 4/11/02 0.0 - 0.8 OL DARK BROWN SILTY SAND WITH ROOTS AND ORGANICS (LOOSE, MOIST) (FILLROPSOIL) 0.8 -1.5 SM MEDIUM BROWN FINE SAND WITH SILT AND GRAVEL (LOOSE TO MEDIUM DENSE, MOIST) (FILUTOPSOIL) 1.5 - 2.0 ML BLUE -GRAY SILT (MEDIUM STIFF, WET) 2.0 - 4,0 ML LIGHT BROWN SILT WITH GRAY COBBLES (STIFF, MOIST) SAMPLES WERE NOT COLLECTED GROUNDWATER SEEPAGE OBSERVED BETWEEN 1.0 AND 1.5 FEET TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 4.0 FEET ON 4/1.1/02 Cornerstone Geotechnical, Inc. CG FILE NO.1291 FIGURE 4 1 • :* :. • Z ~ W CL 2 00 W LL J. N D = • W Z �. ZI- uj • 0 O • N O F- WW • 0 h- F O �Z O - O ~ Z DEPTH TEST PIT FIVE 0.0 -2.0 SM DARK BROWN SILTY SAND WITH ROOTS AND ORGANICS (LOOSE, MOIST) (TOPSOIL/FILL) 2.0 - 4.0 SM MEDIUM BROWN FINE SAND WITH SILT (LOOSE TO MEDIUM DENSE, MOIST) (FILL) 4.0 - 4.5 GM GRAY -BROWN SILTY GRAVEL WITH SAND (LOOSE TO MEDIUM DENSE, WET) 4.5 - 6.0 SM LIGHT BROWN SILTY SAND WITH GRAVEL (DENSE, DAMP) SAMPLES WERE NOT COLLECTED GROUNDWATER SEEPAGE OBSERVED IN GRAVEL LAYER TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 6.0 FEET ON 4/11/02 TEST PIT SIX 0.0 -3.5 SM MEDIUM BROWN FINE SAND WITH SILT AND GRAVEL (LOOSE TO MEDIUM DENSE, MOIST) (FILL) 3.5 - 5.5 OL DARK BROWN ORGANIC SILT WITH GRAVEL (STIFF TO MEDIUM STIFF, MOIST) 5.5 - 8.5 ML BLUE -GRAY SANDY SILT (STIFF, MOIST TO DRY)) TEST PIT SEVEN USC SOIL DESCRIPTION LOG OF EXPLORATION SAMPLE COLLECTED AT 4.5 FEET GROUNDWATER SEEPAGE OBSERVED AT 3.5 TO 4.0 FEET TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 8.5 FEET ON 4/11/02 0.0 - 0.3 SM DARK BROWN FINE SAND WITH GRAVEL AND ORGANICS (LOOSE, MOIST) (TOPSOIL) 0.3 -4.5 SM LIGHT BROWN FINE TO MEDIUM SAND WITH SILT AND GRAVEL AND COBBLES (DENSE, DAMP) SAMPLES WERE NOT COLLECTED GROUNDWATER SEEPAGE WAS NOT ENCOUNTERED IN BOTTOM OF HOLE AFTER 20 MINUTES TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 4.5 FEET ON 4/11/02 Cornerstone Geotechnical, Inc. CG FILE NO.1291 FIGURE 5 } • t WATTSUN 5.7 Homeowner: Builder: COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component Floor Glazing C15% Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Floor Glazing @12% Doors AG Wall Ceiling Infiltration Struc Mass 2000 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: K: \ \KAA \ \99\ \99044 \ \PLAN2359.WS Description a -coo az 2 REFERENCE 401 4.43 R19 vented Joist 16oc * * ** 2g1 vinyl clr /air Wood 1 3/8 ", solid flush R13 STD Lap Wood R30 blown Attic STD baffled Standard Air Sealing Light Frame, Sheetrock walls Analyst: NMS Jurisdiction: Utility: HOUSE ID: TRYON CONCEPTS #2359 House Type: Single Family Floor Area: 2359 ft2 Weather Data: Seattle, WA Climate Zone: 1 The PROPOSED design *COMPLIES* with 2000 WA State Energy Code. U -0.029 U -0.400 U -0.200 U -0.058 U -0.031 ACH -0.350 PROPOSED 372 Btu /hr -F 4.87 kWh /ft2 -yr Reference Value X Area = UA Reference UA U -0.041 U -0.049 U -0.390 U -0.082 U -0.036 ACH -0.350 Proposed UA M- 3.000 2359 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. 02/18/02 1702 49.4 353.9 141.5 55.6 15.7 2.439 141.5 1702 52.8 20908ft3( 133.9) 400.8 Value X Area = UA 1702 69.8 292.7 14.3 55.6 21.7 2500 205.0 1702 61.3 20908ft3 (133.9) 372.1 7077 Z W 00 CO CO 0 LL . w0 g J . IL N = w Z F. 1- 0 Z I- w • w U � 0 I• w W Z H H U. 1l.lZ • = O ▪ I- Z 1 WATTSUN 5.7 2000 WA STATE ENERGY CODE COMPLIANCE REPORT 02/18/02 FILE: K: \ \KAA \ \99\ \99044 \ \PLAN2359.WS HOUSE ID: TRYON CONCEPTS #2359 HEATING /COOLING /VENTILATING SYSTEMS Heating System Type: System Efficiency: Modified Efficiency: PROPOSED Electric: Zoned 100 % 100 % Design ACH: 0.60 Design Load(at 44F dt): 26473 Btu /hr Total Load: 26473 Btu /hr System Size(Output): 11.5 kW (150 %).. Average Annual Heat: Annual Cost: 16700 kWh $ 919 Ventilation System: Integrated Spot & Whole House Cooling System: SEER: 0.0 () Cooling Load(at 4F dt): Btu /hr System Size ( %Over) : tons ( @125 %) _Annual Cool Requirement: kWh /yr GLAZING ORIENTATION PROPOSED PROPOSED South ft2 North 292.7ft2 Southeast : Northwest : East West Northeast : Southwest : Eff S Glz: Avg. SHGC: Solar Access: 80% 1.5% 0.56 ENERGY BUDGETS: If this building complies using the Energy Budgets method, but not the Component Performance method, a solar site survey may be required by the Building Department. The 'Solar Access Dec 21st, 9am -3pm' entered on the Energy Code screen must be documented. Instructions for performing a solar site survey are included on the WATTSUN 5.7 CD, document '417sun.pdf'. Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather • WINDOW TOTALS . . q ROOM NAME WIDTH IN FEE HEIGHT (IN FEET) l'' A AREA (IN SQUARE FEET) '1" ' ' .6 . QUANTITY HOW MANY) TOTAL AREA (IN SQUARE FEET) TOTALS (IN SQUARE FEED LIVING 6.00 5.50 33.00 1.00 33.00 ENTRY 1.00 6.00 6.00 1.00 1.00 6.00 DINING 5.00 5.50 27.50 27.50 KITCHEN - ------ ----- NOOK 3.50 -- - 6.00 4.33 15.16 40.02 40.00 1.00 1.00 1.00 15.16 40.02 40.00 6.67 5.00 FAMILY 8.00 TOTAL MAIN UPPER FLOOR M. BATH 4.00 4.00 16.00 1.00 16.00 . . M. BDRM 8.00 5.00 40.00 1.00 40.00 BDRM #2 5.00 4.00 20.00 1.00 20.00 BDRM #3 6.00 4.50 27.00 1.00 27.00 STAIRWAY 4.00 3.00 12.00 1.00 12.00 BONUS 3.00 4.00 12.00 2.00 24.00 TOTAL UPPER 139.00 SUMMARY TOTAL GLAZING SQ. FT. 300.68 TOTAL HOUSE SQ. FT. 2,361.001 Glazing % 12.7% Kappler Associatoks Architects JOB NAME: JOB NUMBER TRYON CONCEPTS PLAN #2359 99044.10 2/18/2002 4*. DATE: BY: 6/2/1999 NMS GLAZING.xls September 27 2002 Don Tryon 14420 SE 84TH Street Newcastle, WA 98059 City of Tukwila Department of Community Development Steve Lancaster, Director RE: Permit Application Nos. D02 -048 and MO2 -036 5428 S 150th Street Dear Permit Holder: In reviewing our current records, we have not received your response to the City's incomplete /correction letter mailed to you on March 18, 2002. Your permit applications expired on August 20, 2002. I have enclosed a copy of your application for your reference. If you choose to pursue your project, a written request for an extension of your application will need to be received at the Permit Center within five (5) business days from the date of this letter. This will be your only opportunity for an extension to your permit application. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application and associated fees. Thank you for your cooperation in this matter. Sincerely, Enclosures Stefania Spencer Permit Technician Xc: Robert Benedicto, Building Official Permit File No. D02 -048 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 - 431 -3665 A March 18, 2002 Don Tryon 14420 SE 84th Street Newcastle, WA 98059 City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D02 -048 Lower Junction — Lot 5 5428 South 150th Street Dear Mr. Tryon: Steven M. Mullet, Mayor 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 Public Works Department. At this time, the Building Division, 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, Brenda Holt Permit Coordinator encl xc: File No. D02 -048 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Y .fk19� 4 .... M 5......M4.S4w.w.' 01%b!f *MM MMwnau... . .... . MI.I.YMi.lp -1Mi� APR 04 '02 01:20PM TUKWILA DCD /PW STATE OF WASHINGTON as COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: I. I am the currant owner of the property which is the subject of this application. 2, All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3, The application is being submitted with my knowledge and consent 4, Owner trams the City, Its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at (or the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property. unless the loss or damage is the result of the sole negligence of the City. 0. The City shall, at its discretion , cancel the application without refund of fees, if the applicant dots not respond to specific requests Ibr items on the "Complete Application Checklist" within ninety (90) days. 7. Non- responsivena► to a City intarmation request for ninety (90) or more days. shall be cause to cancel the applications) without refund of fees. EXECUTED at ^s / (city). C C U�t' 1 ,..� I L /{•- y). `. / d- (sure), on � l - � Q 0 Z- , fl +r1/ lc/ C, 5c1acv -- • ;° CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E - mail; tukpla rt ci.tukwila.wts.us AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY ' (Phone Number) �� (Signature) Vel c. '0� this d rsondl appeared before me 1 T L . J(i// Pr e fr to me known to be the individual who arp: Y pa e:cecuted the foregoing instrument and acknowledged that hershe signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein, q SUBSCRIBED AND SWORN TO BEFORE ME ON THIS t�/ DAY OF U R_ (Print Name) 5`{3 St /So T 1c1AJl 1 t4 c) g (Address) '" ZL .2 - a (O I ! 1 � \ NOTARY P Li L( 3 he e P aghinttI residin �� r S T 2C'"[ at h My Commission expires on J 9 0 3 P.2/2 Z a • � Cr2 —J U O 0 U) CO ILI -i i- N • LL W g a to �. • a Z I- 0 Z I— 11J uj O N O I— W W • o f— I W Z c o 0 ~. Z DATE: PROJECT: CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS March 13, 2002 PERMIT NO: D02 -048 Junction, Lower (Lot 5) 5428 S. 150 Street PLAN REVIEWER: Contact David McPherson at (206) 433 -0179, ext.1638, if you have any questions regarding the following comments. 1. Provide a letter, signed 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. 2. Property was found to be very wet, during a site visit on 1/10/02. Identify the type of soil, existing on the site and how the parcel will be drained, to eliminate wet soils. 3. Site plan submitted shows an existing curb cut to be used for new driveway. No existing curb cut for this lot. New driveway to be per City of Tukwila standards per Infrastructure Design Manual. 4. Edge of new driveway shall not be closer than 5' of existing street light. 5. Show sawcuts for sanitary side sewer and other utilities as applicable on site plan. 6. Show undergrounding of power and other dry utilities as applicable on site plan. 7. While not required under City of Tukwila code 11.64, consider placement of sidewalk along Lower Junction lots for safety and aesthetics. h WATER SUPPLY ASSET Bill of Sale City Water Meter Permit No.: D KNOW ALL PERSONS BY THESE PRESENTS, that yvA Co4.)c - ,0? - 5 LG c , an individual /general corporation /partnership and existing by virtue of the laws of the State of Washington, located at �d /3 4f5v / 44 P ` &4 ?" 57 City of Tukwila in King County, for and in consideration of the sum of TEN DOLLARS ($10.00) lawful money of the United States, to it in hand paid, the receipt whereof is hereby acknowledged does by these presents grant, bargain, sell property, located at City of Tukwila, County of King, State of Washington, to wit: V^s/`✓"."J^✓'..n/ v�I'•/`J�I�/�/�/�/`./'.�'` /`J './ ^ �I ti'�/�/ 'VV zsii I Dperrintinn of DDoal DrnnPrty! LOT "B": PARCEL No. 873300 -0060 LOT 5, BLOCK 2, STELLA A. TYLER'S FIRST ADDITION TO STERUNG, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 8, IN KING. COUNTY, WASHINGTON; EXCEPT THE WEST 8.00 FEET THEREOF; AND EXCEPT THE EAST 1.00 FEET THEREOF; AND EXCEPT THAT PORTION CONVEYED TO THE CITY OF TUKWILA BY STATUTORY WARRANTY DEED RECORDED UNDER RECORDING No. 9109270295. LIst or materials /Asset IJescrlptlon l water meter box(e) located at the above address, © lineal feet of 3('( inch meter service line(s) with appurtenances, made oft/ K (0,9/96 material type with an installation cost of $ ?_moo, , constitutes the list of materials for this turnover. The seller herein covenants, agrees, and warrants that he /she is the owner of said property and that the same is free from all liens and encumbrances, and that it will defend the sale of said property, goods and chattels, hereby made, against all and every person or persons whomsoever, lawfully claiming the same or any part thereof. P:PW Dev Engr /Forms /Water Supply Asset Sale z z 6U O 0 CO 0 W = J � � w0 H O N 0 LU • U • H O . •• z = o z EXECUTED at the City of Tukwila, Washington, on this ,' .day of JoCGt ,20O SELLER: t Q4o Corrc'i1 e" S c Z TITLE: BY: l 4yu.6.— STATE OF WASHINGTON County of King On this day personally appeared before me SS to be known to be thidividual described in and who executed the within and foregoing instrument, and acknowledged that i4 signed the same as "��S free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN un�er my hand and official seal this 30 day of � \�� , 20 015 n Signature ; NOTARY PUBLIC in and for the State ,,, C 0 WAS1,N. Print Name P:PW Dev Engr /Forms /Water Supply Asset Sale of Washington, residing at TITLE: tnav\ay-K My commission expires 5 /5 KNOW ALL MEN BY THESE PRESENTS, that except as expressly limited, DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA, do each severally, but not jointly, hereby make, constitute and appoint: ** *Richard L. Nicholson, Joan L. Rose, Rainey LaMiaux, jointly or severally * ** as the true and lawful Attomey(s) -in -Fact, to make, execute, deliver and acknowledge, for and on behalf of said corporations as sureties, bonds, undertakings and contracts of suretyship giving and granting unto said Attorney(s)-in-Fact full power and authority to do and to perform every act necessary, requisite or proper to be done in connection therewith as each of said corporations could do. but reserving to each of said corporations full power of substitution and revocation, and all of the acts of said Attorney(s) -in -Fact, pursuant to these presents, are hereby ratified and confirmed. This Power of Attorney is granted and is signed by facsimile under and by authority of the following resolutions adopted by the respective Board of Directors of DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA, effective as of November I, 2000: RESOLVED, that the Chairman of the Board, the President and any Vice President of the corporation be, and that each of them hereby is, authorized to execute Powers of Attorney, qualifying the attomey(s) named in the Powers of Attorney to execute, on behalf of the corporations, bonds, undertakings and contracts of suretyship; and that the Secretary or any Assistant Secretary of the corporations be, and each of them hereby is, authorized to attest the execution of any such Power of Attorney; RESOLVED, FURTHER, that the signatures of such officers may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures shall be valid and binding upon the corporation when so affixed and in the future with respect to any bond, undertaking or contract of suretyship to which it is attached. IN WITNESS WHEREOF, DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA have severally caused these presents to be signed by their respective Executive Vice President and attested by their respective Secretary this 8th day of November. 2000. By: By: David H. Rhodes, Executive Vice President Walter A. Crowell, Secretary STATE OF CALIFORNIA ) )SS. COUNTY OF ORANGE On November 8, 2000, before me, Diane J. Kawata, personally appeared David H. Rhodes and Walter A. Crowell, personally known to me (or proved to me on the basis of satisfactory evidence) to be the persons whose names are subscribed to the within instrument and acknowledged to me that they executed the same in their authorized capacities, and that by their signatures on the instrument the entity upon behalf of which the persons acted, executed the instrument. WITNESS my hand and official seal. Signature By -V(A,1-A--, G The undersigned, as Chief Operating Officer of DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA, does hereby certify that the foregoing Power of Attorney remains in full force and has not been revoked, and furthermore, that the provisions of the resolutions of the respective Boards of Directors of said corporations set forth in the Power of Attorney, are in force as of the date of this Certificate. This Certificate is executed in the City of Irvine, California, the 2. ." ✓day of ,/ a r, k , ID-1380 (11/00) David G. Lane, Chief Operating Officer POWER OF ATTORNEY FOR DEVELOPERS SURETY AND INDEMNITY COMPANY INDEMNITY COMPANY OF CALIFORNIA PO BOX 19725, IRVINE, CA 92623 • (949) 263 -3300 CERTIFICATE .``, si AND "..., L SEAL - P = 1936 = 0 low?. , DIANE J. KAWATA COMM. 01167928 HQUAY PUBUC - CALIFORNIA ORANGE COUNTY My Conn. Exp. Jan. 8, 20122 I ...,... ... i. ...,.•�..sw,s^- . '34 uM *'C.ILh:X Z W • w J U O 0 co LLI J = H WOO H O N o I— W W I— � LL w U= O I Z KNOW ALL MEN BY THESE PRESENTS: RIGHT -OF -WAY PERMIT BOND Bond No. 859343C That we, Lakeridge Development, Inc., PO Box 146, Renton, WA 98057, as Principal, and Developers Surety and Indemnity Company, 9725 - 3 Avenue NE, Suite 602, Seattle, WA 98115, a corporation organized under the laws of the State of Iowa and authorized to transact the business of surety in the State of Washington, as Surety, are held and firmly bound unto the City of Tukwila, as Obligee, in the just and full sum of Two Thousand and 00/100ths ($2,000.00) Dollars, for which sum well and truly to be paid, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, that, WHEREAS the above bounden Principal has applied for right -of -way construction permit number D02 -048 for project at 5428 South 150 Street, Tukwila, WA and is required to furnish a right -of -way permit bond in accordance with Chapter 11.16.010 of the City of Tukwila Municipal Code. NOW, THEREFORE, If the said Principal shall fully comply with all provisions of the permit, including the restoration and maintenance of any disturbed street or roadway right -of -way for a period of two years, then this obligation shall be void, otherwise to remain in full force and effect. The liability of the Surety hereunder may, however, be terminated by giving thirty (30) days written notice to the Principal and Obligee, and upon giving such notice, the Surety shall be discharged from all liability under this bond for any act or omission of the Principal occurring after the expiration of thirty (30) days from the date of receipt of such notice. SIGNED and SEALED this 2nd day of January, 2003. Developers Surety ent Inc. and Indemnity Company Richard L N i olso{� Attorney -in -Fact THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE PctJCY NUMBER '•L rr IV CATE (MM /ODIYY) '•L Y XIA I•N GATE (MMI00/YY) LIMITS ' A GENERAL LIABILITY 7 2 LP 14 7 2 8 2 03/26/02 0 3/ 2 6/ 0 3 EACH OCCURRENCE S1,000,000 X COMMERCIAL GENERAL LIABILITY FIRE DAMAGE (Any one fire) S 50 , 000 CLAIMS MADE n OCCUR MED EXP (Any one person) S 5,000 PERSONAL & AOV INJURY S 1, 0 0 0, 0 00 GENERAL AGGREGATE 52,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS • COMP /OP AGG S 1,000,000 7 POLICY PRO• 7 LOC JECT B AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON.OWNED AUTOS C10 12 -32 - 30 02/01/02 02/01/03 COMBINED SINGLE LIMIT (Ea accident) S 1,000,000 X BODILY INJURY (Per person) s BODILY INJURY (Per accident) 5 PROPERTY DAMAGE (Per accident) 5 GARAGE LIABILITY ANY AUTO AUTO ONLY • EA ACCIDENT 5 OTHER THAN EA ACC S —'— AUTO ONLY: AGG 5 EXCESS LIABILITY OCCUR C CLAIMS MADE DEDUCTIBLE RETENTION S EACH OCCURRENCE 5 AGGREGATE 5 5 S s WORKERS COMPENSATION AND EMPLOYERS' LIABILITY WaiAIU• Uirl• TO LIMITS ER E.L. EACH ACCIDENT 5 E.L. DISEASE . EA EMPLOYE 5 E.L. DISEASE • POLICY LIMIT S OTHER DESCRIPTION OF OPERATIONS ILOCATIONSNEHICLESIEXCLUSIONS ADDED BY ENOORSEMENT!SPECIAL PROVISIONS City of Tukwilla, Public Works Department, is named as additional insured. • ACORD CERTIFICA) c OF LIABILITY INSUR NCE S1 PRODUCER Hall - Conway- Jackson, Inc. P.O. Box 8010 Mill Creek WA 98082 -8010 Phone:425- 368 -1200 Fax:425- 368 -1290 INSURED COVERAGES ACORD 25—S (7/97) Lakeridge Development, Inc. P 0 Box 146 Renton, WA 98057 CERTIFICATE HOLDER I Y I ADDITIONAL INSURED: INSURER LETTER: THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURER A INSURER B OneBe on /North Pacific Ins CANCELLATION City of Tukwila Public Works Dept. 6200 Southcenter Blvd. Tukwila, WA 98188 CITYTUK SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION GATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 3 0 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO 00 SO SHALL • ' ile N TH ER. ITS AGENTS OR IMPOSE NO OBLIGATION OR LIABILITY OF ANY REPRESENTATIVES. � r AUTHORIZED REPRESENTATIVE James P. Sammon INSURERS AFFORDING COVERAGE National Fire & Marine Ins Co I u -yr GATE (MMIDDIYY) 12/31/02 cs ACORD CORPORATION 1988 Z 6= O 0 N o • w J WO LL Q I • ° _ Z f.. O Z 1- W � Q U 0- O f- W • W (" If" 11.1 0F" Z Revision No. Date Received i I Staff Initials I I Date Issued • - Staff Initials Summary of Revision: ... Received ; ,: Revision No. I Date 1 Received I Staff Initials Date Issued I Staff Initials I I I Received By: Summary of Revision: . • Received By: ' • Revision No. ' Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Summary of Revision: Received By: Received By: Revision No. Date Received Staff Initials Date 1 Staff - Issued ; Initials 1 _ I I Summary of Revision: Received By: PROJECT NAME: 1-etd67?-. 717 .114,7 1 ?", Za I - 5 - Site Address: ,..1 /.570 - • • - REVISION LOG eb0 - 10 4 /S Original Issue Date: / Revision No. Summary of Revision: Date Received Staff Initials Received By: Date Issued (please print) (please print) • (please print) (please print) please print Staff Initials ACTIVITY NUMBER: D02 -048 PROJECT NAME: LOWER JUNCTION — LOT 5 SITE ADDRESS: 5428 S 150 STREET DEPARTTMEENTS O.. Building"[�i'vis I ^ 0 Fire Pr i �? �� Pl nn n gisi f 7�� �] Public Works Structural ❑ Permit Coordinator 1)4-1 Af VI-05 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete d Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Ed Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2.2(1.02 PLAN REVIEW /ROUTING SLIP Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Is Issued DUE DATE: 01 -07 -03 DATE: DATE: DATE: 01 -06 -03 Not Applicable ❑ E DUE DATE: 02 -04-03 Approved with Conditions ❑ Not Approved (attach comments) ❑ ¢+rxv �.ttr�i�rNSOrn 91w;mJYiY�'!1`�+: z I I- ~w 6 0 0 0 0 LLI W I U) LL W 0 2 u Q rn = a w z = I— O z I- W • W U �_ O I— WW Li: O ..z W O ~ z ti ACTIVITY NUMBER: D02 -048 PROJECT NAME: Lower Junction Lot 5 SITE ADDRESS: 5428 S150 St DATE: 12 -10 -02 Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Pub Zrk j rii' DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: -71 TUES /THURS ROUTING: APPROVALS OR CORRECTIONS: Approved ❑ Notation: Documents/routing slip.doc 2.28.02 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n n n p (z.- /-O — • Planning Division I e Permit Coordinator DUE DATE: 12-11-02 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Please Route Structural Review Required Approved with Conditions No further Review Required DUE DATE: 1-09-03 n REVIEWER'S INITIALS: DATE: Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: z � re w QQ J 0 w w J F— • LL w0 w ? co w z 1= 0 z I— uj U � • N O H wW U.1- U. ..z. W • = O ~ z ACTIVITY NUMBER: D02 -048 DATE: 10 -22 -02 PROJECT NAME: LOWER JUNCTION - LOT 5 SITE ADDRESS: 5428 S 150 STREET Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # 1 Revision # _ After Permit Is Issued DEPARTMENTS: Building Division Public Works i] PERMIT COORD COi- PLAN REVIEW /ROUTING SLIP Fire Prevention Structural ❑ Planning Division ❑ Permit Coordinator DUE DATE: 10-24 -02 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ('e' Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2-28-02 Incomplete Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COP`( Not Applicable ❑ DUE DATE: 11 -21 -02 DATE: z z Lu QQ2 JU 00 N0 J U) LL WOO Q = a W Z = I-- Z I— W W U 0 N O H WW 1- O ..z U = O 1— z ACTIVITY NUMBER: D02 -048 DATE: 6 -10 -02 PROJECT NAME: LOWER JUNCTION LOT 5 SITE ADDRESS: 5428 S. 150 STREET Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Building Division ❑ Fire Prevention ❑ Planning Division ❑ Public Works NJ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: Permit. Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip,doc 2-28-02 PLAN REVIEW /ROUTING SLIP Incomplete DUE DATE: 6-11 -02 Not Applicable ❑ DUE DATE: 7 -09-02 DATE: z w re 2 JU U 0 N CI J I- • w w 0 u. Q = • a H= z � I— O z ►— w w 0 O — O I— W W U U. — O . W U= O~ z Complete Approved REVIEWER'S INITIALS: () Approved \PRROUTE,DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -048 DATE: 02 -20 -02 PROJECT NAME: LOWER JUNCTION - LOT 5 SITE ADDRESS: XXX SOUTH 150 STREET X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter #, Revision # After Permit Is Issued DEPARTMENTS: Oetntion Build'g Division Fire AWC, - 1 - o 1 - 1 4 14. $ •U•O' Public Works Structural RV cieM)1 c4 r 3 oZ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Comments: TUES /THURS ROUTING: Please Route —1 Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions Y CORRECTION DETERMINATION: Approved with Conditions REVIEWER'S INITIALS: I I PERMIT COORD COPY Planning Division Permit Coordinator Not Applicable No further Review Required DUE DATE: 02-21-02 DATE: DUE DATE 03 -21 -02 Not Approved (attach comments) pLV DATE: DUE DATE Not Approved (attach comments) ri DATE: Date: ❑ Response to Incomplete Letter # Response to Correction Letter # Revision # 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. Plan Check/Permit Number: D02-048 after Permit is Issued Project Name: LOWER JUNCTION - LOT 5 Project Address: 5428 South 150 Street Contact Person: Don Tryon Phone Number: 4Z 5 2 55 65 / Summary of Revision: 'c`tfvtC4 ( QId a t St 5 cr&M ('or e &k,-f-ec4ktca ( teac s 4144 S Ite ctiAl Z- 1; W vt St. laCct-u S -74o 5 7 ACe- l 4 3 44e 3-4-5- (o RECEIVED CITY OF TUKWILA t-Rmai (:,:prep Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in Sierra on 03/18/02 Date: Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # Contact Person: Don Tryon Summary of Revision: # v, 04 ( Q (S!5 SQ ""A Pr 4-e144 g 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. after Permit is Issued Project Name: LOWER JUNCTION — LOT 5 Project Address: 5428 South 150 Street Plan Check /Permit Number: D02-048 Phone Number: 4z 55 z 55 65" It CieM (orHed &tevafectWricc (ja Rolm w v� 44-€.4 5 -moo .tea - les i g -74 3-4-5- 6 RECEIVED CITY OF TUKWILA , c Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 0 Entered in Sierra on 03/18/02 k 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: /Z (c -- n Z Plan Check/Permit Number: 0 0 Z Oz(c/7 ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued Project Name: U'' f ' / •4)' C 7 l Project Address: Contact Person: 7? - -)04c./ Summary of Revision: APP de / 7& /c'47 G� . Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by:. 64.-- [" Entered in Sierra on 0 - 'O 2-/ Phone Number: '` f5 6571 CITY OF TUKWILA DEC 1 0 2002 PERMIT CCNTER 08/30/00 z w re JU O O O O CO J H CO w O LL N = a I-- Z = zF- w w U O 0 - O E- w w O z 0= O F ". z 1 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # g Revision # ( after Permit is Issued Project Address: Contact Person: Entered in Sierra on 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: / — -O "5 Plan Check/Permit Number: Z- d `Y / o`~d 3 a Project Name: Lc i ° ✓ CIv 'A 0 "`' Zo 7 s�lZ 5 (5v 3 2? (rya - !R � fl (a K d 44 (G / q��e w f 5 , �c t I7 Srd� P , c!/o, NJ. ( r f CP &c i Phone Number: eks z 5 S Summary of Revision: 50 Sze rir eZ'C' /gyp ht 7 RECEIVED ��i 'Tu ' 7 i LLA JAN ' zi CUUJ PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by:- 08/30/00 :avw?r:c7wranwt�ua Re"_aential Sewer Use Certific.tion (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The King County Council has established the amount of the charge at seven dollars ($7.00) per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge on this form should be referred to King County Water Pollution Control Division at 684 -1740, (Please print or type) KING COUNtY Owner's Name Sc hiegLER /9R ,v01- (Last, First, Middle Initial) Property Tax I.D. Number 87 3 300 - 066 0 Property Legal Address: Subdivision Name Subdiv. # Lot # Building Name (if applicable) Property Street Address City, State, Zip Owner's Mailing Address (If different from above) Date of Connection: v ,$ ^ Block # 15o 5-1 - T - Kw i (4 )q f24d J 55.3 (So 5 7� w � L� cJ � FBPI) Owner's Phone Number ( . z.p� ) Z-1(6- Z- 6(y' Property Contact Phone Number (4 ) 2 f75o Party to be Billed (if different from owner) Party's Mailing Address Pe (3 0)e- (44, (if different from above) pe.1-o •t (AA /6705 City or Sewer District / V ktJ ( (4 • For King County use: Account # Monthly Rate Six Month Due Side Sewer Permit # 170---qt--- � Please check appropriate box: Single- family n Duplex (0.8 RCE per unit) Fl 3 -Plex (0.8 RCE per unit) n 4 -Plex (0.8 RCE per unit) n 5 or more (0.64 RCE per unit) No. of Units x 0.64 = ri Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /Representative �1 no 0'!1 (/r __ Date . Z" O -0 Z Print Name of Owner /Representative .._._ . _,.._. ! (R 'G!J ... _._ 1057 (Rev. 2/96) SIMENOMMOSM White - King County 1.0 1.6 2.4 3.2 Yellow - Local Sewer Agency Residential Customer Equivalent (RCE) Pink - Sewer Customer b o4y ?• ,+r , :tmvittm4K 1 Hv i f s w:n Z • Z �~ w tY� O 0 N O J ~ w 0 }}. • ? (12 Z �. 1— 0 Z 1— U O - w W al 0 0 O • ff Z REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST: # EXP. DATE CCO1 TRYONCL013DH 02/11/2003 EFFECT I VE DATE 03 / 08 /1999 TRyON CONCEPTS LLC • PO BOX 146.. ." • • • RENTON WA 98057 • Signaturu,_ Issued by DEPARTMENT OF LABOR AND INDUSTRIES .:.:;;;;.. • fJ Side Elevation Rear Elevation Side Elevation Tryon Concepts PLAN # 2359 © oomustrr views meD wow KAML M AMOCMTM AmOlRT1Cr$ M Bdrm. 16'0'x13'1' 1 Bath 9DN Bonus/ Bdrm. #4 15'6'x13'3' Hall El OTI Bdrm. #2 11'9'X10'0' r. Bdrm. #3 13'5'x11'3' Upper Floor Plan • Family 19'8'x12'1 ' Garage L e twt OOPY A NKIH RAMOCIAlTS N ZNITEC s 40' -0' Patio lo'xlo' I I Stoop Nook Entry Covered Porch SQUARE FOOTAGE MAIN FLOOR 1210 SF UPPER FLOOR 1151 SF TOTAL 2361 SF SF GARAGE 530 SF DECK / PATIO 144 SF SQUARE FOOTAGE IS MEASURED TO TI-4E OUTSIDE FACE CF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW 5. ACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS. ndry gh Kitchen Dining 13'6'X12' ' Living 13'6'X 12' ' Main Floor Plan DRAWING INDEX AL CODE NOTES A2. FOUNDATION & MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING AS. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING A7. ELEVATIONS & BUILDING SECTIONS Dl. STANDARD DETAILS D2. STANDARD DETAILS Sl. LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE By ; FILE COPY I understand that the Plan Check approvals are subject to errors and omissiors and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractors copy of uf:p+oved plans acknowledged. l~ri` FiATE PERMIT r JI cED FOR: V :CfiA LAICAL [if EC'; RICAL , UMBAG ki ; rk S PIPING CITY OF TUKWILA BUILDING DIVISION �_� " � ;t A tat +� : 1� 4 RECEIVED CITY OF TUKWILA FEB 2 0 ?On? PERMIT CENTER c w CD O co 0) CO CO Lf) '- U) N x C O � 0 0) N (t CO cb D m � TITLE JOB NO.: 99044 -22 SHEET COVER SHEET ELEV. A t:o2- 048 L Memos 68E1R4 flEalIREmENTS 'e(e co miner. es oar prepares e a generic °ec ere ran.: c cane use s _ ncenet St oy she Ca.etect.on Summit istaue CSh It is for rule corr.tnwnce ce the Convector/Omer "As °.:..rat .s veencaed tc monk ilk a eats a me+ect:or 'mitt roflo..+c d+e + CS; • (pia, q t ail items re necaseenty eseereo se COmpitee trss spscec project Cocas* eith COrkractwrGlns ma :aepl,te Imes ce spaceraeons_ tills Ins Goer/near it .41 state "Coordinate Lb, eats ens Men selection sdedwe 2 These draartgs are dee 4e..eFR a1aC+1TECTS °5 retie aii -cats cenrshp shed copseig a c.' h+s Co.? ureter the rears sopyr. act Rape-de eawtrauoms e okvg dried. r ant fee es by awhaizatidm or 1GAPPLER ARGeTECTS P5 ONE 3. Aura Poo red ocurt.ons met bee the name err KAPPLER ARC.TTE -CTS P5 nerme ct.avwkno aamegs by urn very rave re d.agramatc mo do riot sport to salte a. aetaeh a cornd.t.ae or constructions rlestons generally else to the ardsteceraudesser rant aril to constvct.°r teGeica' dertai :rte sifts these drawee. As clanfcata* raerpretate s and re.es.ore are al' pan or the construction process KAPPLER Ai�,r+TTECTS P$ therefde shah not be labia fa rep drect. iindrect. or cOr equential aaraoes as a mss.: or wet pancpatire a the construction process. 7c not vary a racily the mat vim except inch written irutruction from KAPPLER AR CH TECTS Recur: discre cab es ante oebsions to the KAPPLER ARCiir*ECTS P5 Im ediatekj. 6- Due :c the nat,re M constructhtV arc the buileence process U. MII be bidder deeps and Contract.- Gl re/ selection of tree buildup products c°miorrts. and assemblies. Tics set of sortie, *lenses - conedred a bu Id ' set' a.d does rot tickle* specifications or buildrg ratchets net Therefore it is tee Corttracta•C1ne responsbilitu to provide and coordinate specir:ca: oohs nchudro product erecter and retaNMla a assembly KAPPLER ARCy4r7E1_75 P5 assumes no :eab.I ic a 'esporsibility for dscscrepanciea or conflicts e sd, occur throe¢ Caetracta /Deer specif materials and tier respective nstalatiat KAPPLER ARCitrTEC PS assumes no liability or resporobiiity for any it a leek may be called out or referred to by *mutactrer as brand name Items called out are done so for convenience only 7. Dc no scale these drawings ror critical dineseoe. verify all dissmiae and datum's before commencing work and be responses rot user acaracy and report discrepancies omissions tc tee arcritect seeoiate.S 8 The Contractor/Omer is responsible nor coordinating work meth tat or all trades tc mere Roper and adequate ruterrace or all trade works. The :detractor shall be responsible for all required safety precautions and procedlres requred td• do this oak t Except as specifically defied otherwise. interpretation fa al' definitions, abbreviations. end supplemental definitions sal! Follow accepted referenced standards 118. Al: mat within this contract sail represent that of industry standards for the respective trades r the location in inch the project is built. 01002 MISCELLANEOU5 ASSEMBLY REQUIREMENTS I. Provide crawl space access rheum B' x 14' uncestructea ac:-` -s per 1.13.C. 23n3 Insulate and weather-strip per energ requirements. Allow 18' rimier space under ac'e'd joists arcs fee mnunu i space under wood orders. :2. Provide attic access, muff 21' x 3E' with 30' minimum headroom at unobstructed readily accessible opening per UBC. section 600551 Insulate and weather-strip per energy requre:eee y. 3. Provide ventilation per U.B.C. as follows: A: Crawl space ventilations minimum net area shell be not less the 1 sf. per 50 sal udder floor sea Openings sail be placed as close to the canes as practical and shall provide cross ventilation on at bast two appoxlruately opposite sides per section 23113 B ) Attic ventilation-I animas met area shall be not less tan 1 sr. per 50 sr. of attic area or I sit- per 300 se of attic area if re is in the soffit and 1/2 is at least 3' above the plate line per UB.C. section 5053 and energy requirements. 4_ Slope all decks eats driveways, and patios away rro't building. Mime I/4' per root. 5. GarageMou se occupancy separation: A) Occupancy separation from garage to hoarse shall be of We resistive canstructron, and oe on the garage side, and extend from mud -sill to roof sheathing The ceiling joists, wa'b posts and beam supporting structure above shall be covered with 5/8' type 'x' GOB Bien a living area is above the garage. Use 2 layers a UT type 'x' GW5 at trusses and TJI's per UBC 3024 and table 1 -B. Be Doc( between garage mind house salt be tight fitting, self-closing solid wood door 1 30' thick per UBC section 302A(3). b. Stair assembly: A' headroom b' -5' minima., width 3' -0' melee per U.B.C. section 1006.5. B' At private stairs tread 9' riniru n, rise 8' maximum. 411 other stairs tread 11' mein, rise 1' Nest* per UB.C. 10063. C) Top handrail shell be 34' minima sec' 35' easier above the stair section and not less than I 1/.2' a more than 3 1 7' from the wall and with returns at each end per UBC. section 1006.9. D1 Install fire blocking at top and bottom of stringer span and wall along strings per U.B.C. section 10011. E) Cover usable space under star with 5/5' type 'x' 61113, use 2 lavers at ceiling area. All joins shill be taped and seated. erovide (2) layers of Se. type 'x' GIIB at ceiling are under stars. 1. Laurety Chutes 4 DVnbeaiter Softy - provide 5/8' type 'x' Gee a 26 gage sheetnetal with lock joins as all °penises to shaft sufaces shall be self cioslg solid core door 1 2/8'. 8 Firestcppine - as per UB.C. 114 3 Structural lesion criteria: These notes r. - e provided For convenience only and do not imply that complete structural analysis as been done on this structure. A) Truss Loading Load Top chord five bad: 25 psi Top shad dead bad: 12 psi (10 psi, If tile) Dolton chord live load: 10 psi TOTAL LOAD 41 psi B) Roof live load: 15 psi C) Floc. live bad: 40 psi D) Star and corridor live load: 100 psi Ei Mecanical units: weights provided by manufacturer F) Wine 80 mph exposure '8'. Rw.55 assumed G) Earthquake: Zone 3 H) Allowable soil pressure, Unless a soils report by a qualified engineer Is povlded, all footings and randauons shell be on assured 2000 psi bearing capacity unless otherwise noted ce dramrg. J) Equivalent fluid preserve 35 psi. 10 Prefabricated Fireplaces and Sold Fuel miming Appliances. Al Solid fuel burning appliances include airtight stoves, fireplace stoves, room heaters /fireplace stoves. factory bulk fireplaces. and fireplace Insets and all shall corply with the provisions of Section 304.1 -3046 UM.C. B) Metal Chimneys shall be enclosed above the story a which the appliance served is located, in walls eving one hot fire resistance rating, and with a space on all sides between chimney and enclosing walls sufficient for exanination and repair for e lire chimney tales shall be wkheut openings per U.M.C. 8t4.!- 814.4. C) Provide riestopprg at chimney per U.B.C. section 1082.1. Di Install metal fireplace with hearth and surrounds per warltufacluers specifications. E) Prefabricated fireplaces. chimneys. and related carponems to bear UL. or ICBO seal of approval and be w tenet per se ufactters requirements F) The hearth shall extend at bast lb' in front of and 8' to each side of the fieeplar..4 opening when the opening is smaller ten 6 se If the opening is 6 sr. or arger the heath sell extend 30' In front and 12' to each side. per UB.C. 31021 11. Masony Fireplaces: A) Masonry trip :aces shall be designed and constructed to entry with UB.C. section 31011 B) Cheney termination: cherry must extend a minimum of 2' -0' above any port or the building within 10'-0' of the cheesy. eery. Chi mey to eve reinforced sand- cement mater cap, sloped to shed water, or masonry, stone or concrete cap with sand camera purging to shed water Pargrng to be en 3/4' thick Were 'Rosary, stone a concrete cap is used. chimney is to be reinforced with 52)7 bars as bad beams as sheen Provide 1/1' nosh screen spark arrestor at flue termination type. C) Cheney D) Flashing flash and coulee/ ash with min. 16 ga. galvanized sheet metal a equivalent type. E) Aec horage - Anchorage sell be provided at all ceilings and floors snore then b' -0' above grade, except V* constructed entirely within the exterior walls or the building, anchorage to be (2) 3/I6' x I' stall straps cast at least 11' into the chimney. with err 00 degee bend with a 6' extension rand the vertical relfacing bars on the Outefare or the chwvey, each strap b to be erected to the structural hang of the building with (2) 1/2' bolts per strap. Where joists are parallel to the chimney straps are to be anchored to 2x4 acrostics comectlg at least 4 joists and seared with (2) Ibd nails each joist type. D. Fire Blocks and Draft Stops - as per UB.C. 108. e 1 even sitSCELLesicets AeLY RE. Tb( came c Cmaresces Peed* - c eerance memo mason trapeze d chime, and co cramp um J• exterior oat (Y" arts oat •ele a gac RO+.da oemetcs bdtamr masonry frepeacs a d ~i frog ccerustble •'ameg ear settee, ware pre buMdrg svkcwe Caleatbie mere. shat be es o' _sea ''a tV eace operec No reds mere: sere C' of the °panne see pose: rsae true VD' fd ewe r of tea nee from the °panne c►orecte mere wood frsetcppeetg at an separation between fits e e aitd mood/ramp Liar header to be we ' above frepa::.e earn a fa freCxe butt mush err.)• the mae monks* header emcee 6' for eyen 4• of sway pi duo w rode G Smile Cearber Same dsawar to be ceesencted of ee pockets oeherne thousss as foible matt wee! - b' side save - 8' e man - 8' Tamper - Damper to oe tictht hairs operable e.t^ a may access>'e mama' a art approved autOea:,c comet Casper r=ely opened seal hove free eree wine to er treats than the requred shims 'be see 1) kcwbtstbe 'me typical: Isamu tee and Extero.°n - ism r to be bolt star competed arm appv.ed ron :Oeuetce ,aterab a+ re rio ced to carry its can unbar( and all eposed Loads overt!• set estero begend regime as follows: Opening 0 so ' t tc 599 so 't 6' • 'rods 8' eacr sae Comers b so R a nor ?0• • .ors each side Conc. hearth rd extensions to be terraced with ne bars • 6' oc each say. Pre -c✓ star a pre-cast concrete roarer and exte shores to be u,ppe'tsd b`J 3'x3'x3/16' ergs; • 24' ec Provide anchorage to floc, frame as rated above gad. Iiaarth to be destegeshibie fro, adjacere fbaeg eats a K. Firebox L) Combustion • Ai pro, ides ar outsice save for combtetior ar. b sq. In me act s4'e. with operable ember outlet tc be located inside the rrebe' m the Prat ponies M/ Fou tat ion L Fovhdation .alb man 8' tick 2. Footing to be nee! B' tick and extend b' baled reaplace sails re -Maud with .4 bars at b' or, each may and beaming on rr. useesturbabe sou 3. Splice footig bars to vertical chimney re-enforcement pit chapters 15 and 31 UB.0 13106C RE3tL4TORY REQUIREMENTS 1 All caetruction shalt conform to tree 1991 Uniform Buildeg Code (USG. eel be is accadarce with all State Lane and Reguattore and various codes erased by jurisdictional requirements and ideal authorities 2 Amerce inspections that are mandatory due to juIsdfcttonal requirements see sees :._- • F. 7. - ! etatZe 1 Provide Temporary Facades - incldng electricity, mats. temporary toilet. per jurisdictions! requirements J. Provide Contemporary Controls - including erosion sediment and surface mats control and entrapment caring construction pit jrisdictionai requirements ETD DIVISION Division 5"E ^Rc 02200 EARTHLORK Pan 3 - Execution I Rough grading: 4' below finer' dradeeg unless °thrwise specified 2. Finish grading: Lan°lscaperng division 02900 3. Excavation, backfilrng, and compacting for sue:sees as needed - 4. Excavation, backfilling, and compacting for pavement as needed 5. Hauling and disposal of excavated material as needed 6. Importing of 'uteri., as needed 1 Rock removal as needed 02500 P4VWN* AND 5URFACSG Part 2 - Product 1. Walk road, and poking paving: A Asphmk 2', class B, over 3' crushed rock or 2' ATB. B. Crusted rock 5B' nuke. C. Connate per Division 3: 1, F"ve.sh and co.c,, Coordinate with materials finish selection schedule. 2. Unit Paves: I. Coordinate with materials finish selection schedule. 3. Pavanes narking, 1 Coordinate with materials flesh select!ce schedule. 02100 SEWAGE AND DRAINAGE Pan 2 - Prockuct I Sub&arage systems: A Foundation drainage 4' ADS perforated pipe non- rigid. 2. Storm sewage system: A Exterior catdvsls• grates, and frames Coordinate with materials finish selection schedule. B. Culverts: L Coordinate with materials finish selection schedule. C. Drain pipe 4' ADS nee- perforated tight Ile. 3. Sanitary sewage system: A Sewage collection lines 8' PVC unless at iron is noted. 5. Septic syster. Fier orawi•gs Or odors, designer. Part 3 - Execution 1 5ubdrainage system: A Slope to drain and surround in well craimmng material per details. 01800 51TE r'IPR.vETENTS Part 2 - Product I Irrigation system Bidder design Coadriat., with iaterials Nosh select!:, scree kale 2. Fences and gates: I. Coordinate with materials finish selection schedule. 02900 LANLSC.a��N't's Pan 2 - Product Bidder Design END D' ySiON 2 Division 3 CONCRETE 03iLt0 CSAKEETE FOfdy12W Part 3 - Execution Fcewwork and bracing fa structural cast -in place concrete sahll be by subcontractor and sleet the requirements of the drawings and industry standards. 2 411 fonwork Sall be paced in such a mernr as to allow cast -in pbce concrete to be placed on solid substate and to allow structural support members to sit below the frost lie. 03200 CONCRETE KINEQRC'S* Part 7 • Product 1. Reinforcing steel: Deforrec bar sizes and iocat.ors per plans and details- Grade 40. F • 4eksi 2. UJelded wire fabric. at locations per plans and details: tub, IlA.4xL4WILF Part 3 - Executlon 1. A minimum lap for all bars shall be 1' -6' a 30 diameters, whichever is larger. Provide corer bars to match horizontal reinforcement Minimum coverage per details and LEC Chapter 03150 CONCRETE &f Pan 2 - Product 1 Amhtor bolts: I/1'fx 10' unless othveise noted on drawings. 2. Expansion and co nfettion Joints: I/1' asphalt Impregnated reit as located per drawings end details. 3. Washers: Yx2'x3/16' sq. steel plate washers. Part 3 - Execution L Archer bolt at 6' -0' max. X, 11' from corner and joints, max embedment min. 1', 1 bolts per plats of wood. Div*.o' 4 M A5O1 1 Pan 2 • crowed t Sercttra concrete 5 sacks. Fr" = 1Lt00 firs at 28 days. 2 Mcrtec:sat confrere rd seposeo eggegre raven r.Wed 5 sack sex Fc.. 2000 psi M 28 dap . me /8' rand aggegets. 3. Aamieettres A AN convents shah rare eater r* wig esemstiam except ror footings Ae etertamme t shed be e -8; was commie moose° to weatte r C t Coordeete ewe natenah flesh setectice sawdust, Pan 3 - Exmcx a an !Pan 2 - Pracarct - cps '5' mortar wen mega. eaterprormg ege t_ Part 3 - Enectit.or. 4� 60 ACGE560RE Pan 1 - Product L Anchors and Ties 1' side 22 gage corrt.gated steel strp won-corrosive 2 Jon re.iacement standard ladder type 9 gage ere I- L^' less than mall thickness Part 3 - Execution L Per LBC Cmapter 21 04200 UNWT r'tASGNR!' Part 2 - Product L Betz masonry. A Exterior locations: namemrg, • Cobeeste -"tr. rate= a.'S riser sancta sere tifie E. Interior locations: name/rug, Coordinate with materials finish seectici sdecule. C Pavers/planters. naremfg: Coordrate with materials finish selection schedule. 2. Corcrete .awry chits: grade N -! 01) mess otherwise indicated sizes per dewing A. Special teas: L Coordnete with materials finisher seeiectton schedule 3. Glass masonry units. (glass block) A Exterior locations: nememfg: L Coadrate with materials dish selection schedule B. Interior locations: name.rrig: L Coordinate with materials dish selection schedule. Part 3 Execution L Brick and veneer A Brick veneer shall be supported on footing, foundation. or other non coebustible supports. It shell have 15' felt backing and ties at ! per each 2 sJ. or veneer. Provide I' miser air space between veneer and badung, and approved rbshirg at base of veneer. and 3'6' rano weep vies at 32' or. at ere oase co- veneer ex:nsnono from pre air space to the exterior. vanes shell support rho load otter than its Pen weight and the vertical dead lead of trees above. a Per UBC Chapter 2L 2. Cordele masonry trait (CMIU A Concrete masory unit walls shall be constructed to cantors' to ASTM C50. It shell be laid up. reinforced, and anchored as shoe, on drawings_ 04400 STONE Part 2 - Product I. As shear, ce drawings. A- Exterior locations: nanemfg: 1 Coordinate with materials finish selection schedule_ 5. Interior locations: rememrg: Coordinate with materials finish selection schedule. Park 3 Execution l Stone veneer: A See Brick veneer END DIVISION 4 DMSION 5 PETALS 05050 r1ETAL FASTENINGS Part 1 - Product L Bolts: Use sizes and sepes ps dogs, a as needed fa intended purposes. 05500 PETAL FABRICATION Part 1 - Product I. Handrails and guarctails: Provide in sizes and locations as shown per deg. END DIv15ION 5 Division 6 WOOD Ahp PLASTICS 06100 ROUGH CARPENTRY Part 2 - Product I. Framing Lumber: Framing ksber shall be marked in ccrformarce oith the W.CLB. standard grading rues for west coast kaber no. 16, latest edition All Kiln dried minimum 19%. A Joist and rafters: (2x6 and larger) slew -Fir '2 or better. B. Beam and stringers: (4x and larger ) Doug -Fir 7 a better. C. Post and timbers: Doug -Fir 9. D. Studs, plates, and misc. light training Fein- Fr/Doug al standard E. TJI's and riuoiam: Per manufacturer. F. Glue laminated tir!ber: I. Simple span: 14F v4 DFM3UN 1. Conir sous or cantilever: 24F v8 DF/DF G. All other kaber: Hem -Fr Standard or better. H. Pkpiood /a!erMed strand board (0583 APA graded. I. Wall sheathing: see TYPICAL BUILDING MATERIALS' list on the dogs. J. Floor sheathing: see TYPICAL BUILD'S* MATERIALS LIST'on the dug. K. Other: As noted on drawings. 2. Panicle Board: APA graded A U+drlatenent I. Floors: 5/8' (UAN.) 2. Sheet vinyl, I/4' (U.OX) see division 9 3. Cabinet surfaces 3/4' (U.O14.) 3. Trusses. A. Prefabricated corrector pate wood roof trusses shill be designed and stamped by the mauracturer In accordance elth the 'design speclficatbr for metal plate corrected wood trusses'. Design drawings and details to be available upon request. 13. see 'Root Framing Motes on dr a wings. C. Roof design Ie cut loading. and bracing sate be by manufacturer D. Field alterations of truss must be demigod be manufacturer. 4. Fasteners and adhesives: AN nails shall be corona we or sizes fa mended purpose Per UBC table 23- II- 8- IAttech tinter joist to flush headers and beams with Simpson U' angers series or equal metal to suit mended purpose Simpson hardware at other IOcations as o tllred per drawings Bolt heads. ruts, and cut washers per Division 5. 5. Post to mat footings correction. Provide pressure treated post and positive a:meetldn to footing per UBC Pan 3 - Execution 1. The following will apply unless sham on drawings. All mood framing details shall be Constructed to the minimum standards in the UBC. All rramrg shall conform to the requirements of Chapter 23 of the sec. Minima nailing shall conform to table 23 -I -Q of the UBC. Height and speckle of studs shall conform to table 23 -I -R -3 of the UBC Oi200 RMS. CARPEMRt Par 2 • Prookc It Cabins A Coordinate Seth materials rssrh select.ow ached.le 2. Ptlimont eel casreg A Ce ordinate ei h amenats fwiah selection scheme 3. Peeing A foorei e a with sateriak rarer salectos weediest 4 Stair and Mora. Oy A Coordinate see tNter:ar rrem, setecto. sohsdiw See d•.s=on 010026 aisc aseeeby neyuremies S Bookcases and bilk -in ~vats 4 Cowdn fte with .at.- orb finish sealect van sdAaduse b. Plastic te■nste and solid surace eatrat A Codcblete ere, seterals terse seiectcn sdrea,e END Dlv SIGN b Des o' - Tt4ERMAL AND MOISTURE PROTECTION 0160 DA - PROOFING Part 1 - Product L Spayed -on asphak avulsion Part 3 - Execution L Ore ( I) coat per MC 1402.4 Append. 819 01190 VAPOR AND AIR RETARDER Pan 2 - Product I. Grand cover: b mil polyethylene: back 2 Buildng .ral:t sere the TYPICAL etILDNG M4TERt4L5' hst as pre drawings Pan 3 - Execution l See ON n energy requuiremets 07200 I'.ATION Pan 2 - Product L Fberglass or Mral mod baits. bloom m"reral woo!. and extruded pokptyrene A Walls: L See the TYPICAL BUILDS* MATERIALS' list on the dogs B. Ceiling: l See the TYPICAL BUILDNG MATERIALS' list on the digs C. Flea: I- See the TYPICAL BUILDS* MATERIALS' Gst on the rugs. D. Foundation Perimeter R -t0 2. Insulating foam: A Standard sealant toast Part 3 - Execution L See division 11: energy requirements 01300 ROOF,* MATERIAL Part 2 - Product I. Shingles and roofing tiles: A See the TYPICAL BUILDING MATERIALS' list on the drawings 2. Membrane roofing: A 3 - p19 hot sopped. Pan 3 - Execution L tetall per maufactue's recommendation and Chapter 5 of 0e UBC 01460 SIDNG MATERIAL Part - Product I. Siding: A See the TYPICAL BUILD,* MATERIALS' list on the drawings. 2. Trim: A See the TYPICAL BUILD,* MATERIALS' list on the drawings. 3. Soffits: 4 See the TYPICAL BUILDING MATERIALS' list on the drawings. 4. Other: A See the TYPICAL BUILD,* MATERIALS' list on the drawings. Part 3 - Execution L install per nanufact rer's recommendation and Chapter 5 of the MC. 1016 FLASNSG AND SHEET META Part 2 - Product i. Gauge galvanized prefinisted. Part 3 - Execution L Install per Chapter 14 and 5 of the IBC 01100 ROOFING SPECIALTIES Part 2 - Product Vents: A Ridge vent: manufactured by: t Cordenate with materials finish selection schedule B. M vent: manufactured by: t Coordinate with materials finish selection schedule. 2. Gutters: A Continuous aka.. precoated: I. Style: K profile 2. Cola: Match fascia 3. Downspouts: A 2x3 rectangular aluminum precoated: I. Cola: Match fascia 1 trim B. Tie to i drain system. 01800 SKYLIGHTS Part 2 - Products I. Skylights to conform with MC Section 2405 2. Manufacture: A Coordinate with materials finish selection schedule. 01900 SEALANTS AND CAULKING Part 2 - Products 1 Caulking A Styrene butadene cauking (SBR) I. Color: Match siding END DIVISION 1 Division 8 DOORS AND WI Dcus 08200 WOOD DOOR5 (Lower Level, Man Level, Upper Level) Part 1 - Products L Panel wood doors: 4 Coordinate with materials finish selection schedule. 2. Flusher wood doors: A Coordinate with materials finish selection schedule. 3. Stile and raikstore door) A Coordinate weaterials finish selection schedule. 4. Patio door: 4. Coordinate with materials finish selection schedule 5. Other: A Coordinate with materials finish selection schedule. 08300 SPECIALTY DOOR5 Part 2 - Rockets: L Sliding glass door: A Coordinate with materials finish selection schedule. 2. Garage door. (make /style). (see division 11450) A. Coordinate with materials (Nish selection schedule. ! WOO /v1 UANIDOW5 Part 1 - Products Note: Egress - A Every sleeping room sell have at least one operable window with a net clear opening Of 5.1 s.f. The opening height shall be 24' minims, width of 10' minim, with a 11niehed sill Mgt root more than 44' above the floe. per UB.0 section 310 B. Safety glaze per UBC Chapter 14 C. See pars for egress and operettas. 2. Manufactured by A Cola 1 Coordinate with materials finish selection schedule B. Style: I. Coadrate with materials finish selection schedule _ Tye .. _ aro.*_. !'/, emeres frer seecson s nectee 2. Seaver St, ppeg A Coommeur a _r , rat*.., new seuec:.o. screws 3. Ammon d11 A Coaolrwe stn after as unreal mecum eremites ellagrALAZEgt Pan 2 - Products 1 Glass estendaa to tee determines oy sae and and lot, per MC Tabu r 24 2 Safety glaze per LOC Onptee :4 3. rimers to be severed t/4' float pyre glace END DrvisfON 8 P.xe.or FINtS ES Q9250 GYPSUM SALLBOATS Pan 1- Pocket l ice- See :e " °tC4 S.. -D "t'EQ45 s: or Lee aarros A Form t Coordinate with Contractor/,err .ater.at selections 2 Canes See the TYPICAL ett.DNG nemorALS' rut on the &se gs- 4 Finish 1 Coordinate with eateries "rash s emec. sdedu4s 3 Code required areas A Type 'x. GIB as requeed See di. ebon 01002 mss asserey requremets e Iiiaterpoor Caa.e as red at set deep loaatiore peUBCeec1512 4 illorderboard o droC at 311 tie locations (UOt4' 5 Meta carer bead profile L Coorjirete etth materials flrefshselection sceck4e Pat 3 - Execution l Apply as required in U.B.0 Chapter 25 and Table 2SG and 2544 Nail or scree in place per Wien. O'1300 TIC Part 1 - Product I. Carer. quarry ad marble tiles: CoOrOeeate with aateraas rinser, re:ooaticn saeeoue. Part 3 - Execution L Refer to nanufectss's recOmmeKdatiae. 09550 WOOD FLOORING Pan 2 - Products 1. Type: A Coordinate with materials finish selection schedule. 09650 jileejli Pan 2 - Products L Type. A Coordinate with materials finish selection schedule. 09680 CARPETS* Part 2 - Products 1. Carpet aril Pad: A. Coordinate with rateriab dish selection schedule. 09900 PANTING Pan 2 - Products L Panting over prospered surface per manufacturer's recomnenciations A. Coordinate with materials tints, selection schedule. 05950 WALL GO VERtYaS Pan 2 - Products l Type: A Coordinate with Contracts /Oder sateria. selections. END DIVISION 5 Division 10 SPECIALTIES 10200 LOUvERS AND YENT5 Pan 2 - Products I. Hardware cloth screen 1/4' x 1/4' on soffit vents as detailed. 2. Contneote 2' performed metal soffit vent as detailed. 3. Roof vests (See Division 01100) 4. Other vets as noted per pens. 10300 PREFABRICATED FIREPLACES Pan 2 - Products Locationelodel /Accessorins: A Coordinate with materials finish selection schedule Pan 3 - Execution 1. See o v s•a 010028 'a e.sc assenb', rea:ev+erts a leeplaces. 2. See division fl energy requirements. 10400 IDEh4TF:YING DEVICES Part 2 - Products L Building rurbers: A Coadnate with materials finish selection schedule. Pan 3 - Execution I. Install in location per jurisdictional requirements. 10800 TOILET AND BATLI ACCESSORIES Part 2 - Products I. Toilet and bath accessories. A Coordinate with materials finish selection schedule. '0500 WARDROBE AND CLOSET SPECI4LTIE5 Pan 2 - Products I Storage Closet: A Coordinate with materials finish selection schedule. 2. Clothes Closets: A Coordinate with materials finish selection schedule. 3. Pantry. END DIvISION 10 Division 11 EQUIPMENT 11010 i9ANTENANCE EQUIP9ENT Pan 1 - Product L Vacua cleaning system. A Coordinate with materials finish selection schedule. 11450 RESIDENTIAL Et'7UIPI'1ENT Pan 2 - Product L Garage door Opener( s) A Coordinate with materials finish selection schedule. 2. Iranrg board cabinet (a drawer) A Coordinate with materials finish selection schedule 3. Free- standing appliances 4. Coordinate w'th materials Arms se1ec:'On schedule. END DIVISION 11 Dlv!sion 11 FURNISHINGS 91500 tRDOW TREATMENT Pan 2 - Product I. Window treatment A Coordinate with materials finish selection schedule. END DIVISION 12 Division 13 SPECIAL CONSTRUCTION 13150 FOOLS Part 2 - Products 1. Bidder design 1356 NOT TIE Part 2 - Products I. By: A Coordinate with materials finish selection schedule. END DIvI510N 13 Division 14 CONVEYING SYSTEMS J 14100 DUMBWAITER Pant - Product L Dumbwaiter : A 1' 1arufacttshmodel aalber: I. Coordinate with materials finish selection schedule. END DIVISION 14 D ewe . b 111040aCAL e - teptr(ca eaysm :r oe obese mugs 2. Regu.tatory reasurenerts A Refer to Division ! Gen re Rn?eremerts- i Ca iecsa eat ou plumbing and if✓AC dtagaa layout A Coddrata wth other trades '6400 PLJ'E8Ca Pit 2 - esodtect I Pees and f etngs Aleuts 1 soil 4e5 plastic of sews red d fa the mended purpose 1 Provide cast non stn compressor neoprene one per orations than are the dtamigs : Provide clean -outs at bars e ✓ens: 085 C. Gas: Per code verify deatcn or appkartces L Proves err approved ea uvaraie srutorr valve retailed a tts buildne skpply :w emedeteiy after tree gas mats 'he .aive shai be located Outside or to structure and be ac estas D. Water L rea- 1 Be ioe Grads 1 ;,4' t K .Meant solder 2 Abo Grade- ' : srsoft solder 2. Plsbirg educes,* A Hot mater heats :Dual r canoes 1 Coadiete oth owners apneas ' B krone ob. frost proof lee herrsfbelo units C Man scut -off vat:e in garage D Pubes nurtures " Ccadnate hive owners eaterie selection 3. Irrigator. !bidder d s, s) A Provide 'T' correction is van men garage b`J mar shut -off valve pith separate shit-off and arse valve. 4 dun *a:K SpiAcier Spume. iblddr design; Pan 3 - Execution I. The irotailer to design the system to appropriate jurisdictional requrarees and rutction n a earner consistent with idustry standards. Refs to general requ 15500 HvAC Pan 2 - Product L Faced A A Funace system: I. Coordinate with materials fetish selection schedule B. Duct work aid rewbttcn: l Coadeate with materials finish selection schedue. C. AY cleaner 1 Coordrate with hate ab finish selection sore:ti e. D. Coerces: _ Coordinate with eaterels finish seiectice sceedue. E. Registers with adjustable supply. 1 Coordinate with sateiae finish selection sdet4 e 2. Faro: see division fl errgy requirements. 3. vents: I. Coe:crem a with materials flesh selection schectue 4. E4 pet Ducts: A Tereinate outside building and equip with becldraft dampers Per Litt section 5041 Part 3 - Execution 1. The installer to design the system to appropriate ,pr:sdictiorol requireebnts and function in a mower consistent with industry standards. Refer to general requirements. END DIVISION 5 Division 16 ELECTRIG4L kreiALCIENEIM. Peet L L Electrical systems to be bidder designed. 2. Regulatory requirements- refer to Division I - General Requirements. 3. Contractor to provide electrical diagraming layouts. design, circuitry: follow I.grxng plan If proviced. A Coordinate with otter trades. 16200 POWER Part 2 - Product L Wire and Boxes. A von.: 11 63 (3) Wire I. eel • Dare Locations B. Low voltage: standard type 2. Panels- Circuit beaker box fully labeled A Capacity: Bidder Design B. C entry. B.oder Design 3. Grounding: A Provide (1) 2 1r' schedule 80 PVC conduit at concrete stem wall for cervical service and (1)5/13' diameter x 8'0' long galvanized rod for electrical gourding. 4. Smoke Detectors: A Provide and install per U.B.C. section 310.9 5. Fire darn: 4 Provide end Install per U.B.C. chapter 310.10 and as required by governing fire marsall. Part 3 • Execution I. The installer to design the system to appropriate jrisclicticnal requirements and function in a 'tamer consistent with the industry standards. Refer to general requirements and UB.C. ) @000MU4CATIONS Part 1 - Products L Intrus.ce alarm and secees detection systems: A Coordinate with materials finish selection schedule. 2 Phone system: A Coordinate with materials finish selection schedule. 3. Intercommunication systems: 4 Coordinate with materials finish selection schedule. 4. stereo system A. Coordinate with eateries finish selection scnedu!e. }b500 LIGHTIN{� Part 2 - Products 1. Fixtures: I. Coordinate with materials finish selection schedule. 2. Control: A Switches:1_ Coordinate with materials finish selection schedule. 3. Dieters: 1. Cocrdnate with materials finish selection schedule. 4_ Boxes: L Coordinate with materials finish selection schedule. 5. Other: I. Coordinate with materials flash selection schedule. Part 3 - Execution 1. The installer to design the system to appropriate jtisdtctiaal requirements and function in a hams consistent with the industry standards. Refer to geesal requirements. T�jY�ytL'+ mob' �,,t /Gtr END DIVISION 16 p. ..' Division 11 ENERGY REQUIREMENTS WA5I3NGTON STATE ENERGY CODE: General Notes: 1. Electric water Neatens) shall eve per (55043): separate power or gee shutoff Noncoepresslble RIO pad ideated spaces only) 2. NACEA label on tank 5. Temperature setting ( less then or . to) B0 degree F. 4. Showers and lavatories sell limit flan to (less than or = to 25 gpm (5 504 8.1) A Ceiling insulation: 1. Baffles to maintain I' air space above insulation 2. Baffles to extend b' above batt insulation 3. Baffles to extend 12' above loose 1111 insulation B. Wall insuation 1. Face stapled batts RECEIVED 2. Friction Fit unlaced Batts CITY OF Ti iv • 5. Poly vapor retarder or 6. Pv3 pain w/a dry cup perm rating or 1 Tax. 1. Concealed insuatice shall be placed: A Behind shOeer /tab B. Behind partition studs /cans PERI/S? eu e'Ei- 8. Floor insulation: 4 Ore dry cup rated vapor bads on the warm side. B. Moisture control ireuatio,t I Attic and crawl space access panels to be Insulated and weather- stripped. 9. Recessed lighting fixtures to comply with section 502.4.4 10. siuysall insulation Is iretailed and equivalent to the required wall R -values as shoes in tables 6.1 or 62. II. Vapor retarders sell be installed per (SOLL6 11. Six (6) nil black polyethylene ground cover. shall be lapped 12' at points and extend thoughnut the creel space to fOIIdation wall. A All exterior doors (except 20 minute doors) sell be weather stripped per (5502.4.4) 13. 5rvlce Not and cold mater Alpine in unconditioned spaces shall be !reveled io R -3 (5503.11) 14. Seating ducts in uncaiditlaed spaces sell be *seated to a min of R -8 (5503.101) WAS45 TCN STATE AIR ,(2'4. Te AT A General Notes: B. Standard air leakage (5502.43) caulking Is complete Om installed in the following locations: 1. Between sole pale /seefloor 1. L l ng/pkmbing /duct register penetrations 3. faun Joists/mud sills (heated lower floors) 4. Pamelons stud penetrations FEB Z 0 ?nn? 1 ?012 f, ^ . 4 TITLE )QB NO SHEET Al m _ j 4 PORCH NCTE: ALL WOOD IN CONTACT w; CONCRETE -O BE PRESSURE:; TREATE)✓ CR EQUAL. 11 Z SLOPE I/4 IN . • VARIES FURING WALL 3/4' =f-0' EXTERIOR NALL FLOOR FRA AING PER PLAN 2x4 FURING WALL REINFORCEMENT (RE -BAR) PER PLAN PoS, PER PLAN EXTERIOR WALL 1 FLOOR FRAMING PFR PLAN STUB TEL • 2' INTO SLAB o 32 oc BEAM PER PLAN -OS- FER =_ AN RE i NFORGE MENT (RE -BAR' PER PAN COMPACT FILL FROM FTC TO TOP OF PORCH FON. WALL p. 12 D1 A2 L r SITE TER I ED FP - 10) 0 FP I 4' -0' (FP -II) (FP -23 10' -0' CRAWL SPACE VENTS 1_ C,R.A.A. SPACE AREA Cr: SF 2 CRAWL SPACE AREA 1 50 • 8.06 5F OF IN AREA REQUIRED 3. TYPICAL /ENT SEZE • 4'58'. IS (lye EFFICIENC' • 58 5F PER /ENT NET FREE ARE= - 4 i ENT AREA 5$ • 13.9 ✓EN'TS REQUIRED 5 14 TENTS 94011N I SEE PLAN FOR LOGAT ION 6 14 vENTS x S8 • 8.12 SF OF VENT AREA PRr .TOED 1. tiENTS SHALL 5c COvERED WTH CORROS ON 1 WFRc '1E54 WITH OPENINGS OF va• MAx 8. '✓ENTS LOCATE:: N RIM ,101ST MUST BE PERMANENTLY BAFFLED -EC 50: 4- Crawl Space FOUNDATION /MAIN FLOOR FRAMING PLAN FP-5 (FP -6 ) I STEP. UNDATIGN I STEM WALL ' ALL FLOOR JOIST ARE: II 8' TJ I PRO 150's AT 192' oc VERIFY W/ mr-G LAYOUT SEE Div 06100 6 m RECEIVED CITY OF TUKtvii , FEB 2 0 2002 \ PERI'IrT CENTER I GENERAL FRAMING NOTES I I FOtiNDATION KEYNOTES L SEE OcrER S+-EE" FOR A GENERA: NOTES ANC IRE Qu1RE"ENTS 2 SEE TYP.CAL '"1ATER A S LIST ON SECTION 5E+EE' 3 - SEE SO/ERS.EET FOR A_L. NOTES AND REQ.. RE"EN'S CONCERN NG = C.+ANOlti PLumBIN1G. AND ELECTReCAL 4 TRU55 DES+GN ST mAMF. TRUSS PLAN SHOWN ;$ FOR GENERAL LAYOUT ONLY SEE D• /. 6.100 SEE' A -• - TRU55 LOADI SEE D "• 010001A SHEET A- - TRUSS SPAN PER FLOOR PLANS TRs55 TYPE PER ROOF FRAMING PLAN 5 Ro FRAMING SPAC - 24' cc UN O 6. ROOF P+TCH. EXTERIOR PER ELE rATION NTEROR r.ER SECTION_ 1. RAFTER TAIL 2.4 rERIFY g. ROoF T ANC RAKE OVERHANG PER ROOF PAN. 9. AL HEADERS ARE 4,i0 DF ' U N..O PROVIDE • 1 TRIMMER STUD JP 'O 4-0' SPAN AND ' 2.' TRIMMER 5';1D5 OVER 4 -0' uN.O- SEE D!v 06100 SHEET A - I CONCRETE STEM WALL 8' WIDE WITH MIN FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE Div. 3 SWEET 4 - CONCRETE STEM WALL 6' WIDE WITH MIN. 12'x6' FOOTING- SEE DETAILS FOR ADDITIONAL IN FORMAT ION. SEE DIv 3 SHEET A -I CONCRETE SLAB CN GRADE SHALL BE 4' T+ -TICK STEEL TROWELED FINISH W/ 6x6 U14'WI4 LLLF ON 4' GRANULAR FIL_ SLOPE 2' TO DOOR PRCv'DE THICKENED EDGE AT DOOR SEE DIv. 3 SHEET A -I 6x6 POST ON C1366. I' ABOVE SLAB ON 36 ''36'x8' MAT FOOTING ON SOLID SUBSTRATE W/(4) •4 BAR EACH WAY. SEE Div. 3 SHEET A-I CRAWL SPACE VENT. SEE CALCULATION BELOW. SEE DIv I SHEET A -i ALL CRIPPLE WALLS ARE 2x6 OR 3x4 ,0 16' o.c. U.N.O. 14' MIN STUD LENGTH PER UBC SEE DIv.b SHEET A -I 4,0 BEAM LINE. MN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS SEE DIv. 6 SHEET A -1 4,4 PRESSURE TREATED POST (SCAB POST AND BEAM WITH 2x4) ON SO. FELT ON MAT FOOTING UN.O. PROVIDE 4.6 PO5T s BEAM SPLICE I POSITIVE CONNECTION FROM POST TO FOOTING. PER DETAIL 16/DI. SEE Div. 6 SHEET A -I 6 MIL BLACK POLYETHYLENE GROUND COVER ON GRADE SEE Div. 1 SHEET 4 -1 ELECTRICAL SERvICE: PROVIDE (I) 2 1/2' SCHEDULE 80 PVC CONDUIT FOR ELECTRICAL SERVICE AND (1/5/8".20' LONG GALVANIZED ROD FOR ELECTRICAL GROUNDING. SEE D v. 16 AND '✓ER!FY W/ SITE CONO Tic S BLOCK OUT IN STEM WALL FOR DOORS HvAC, ETC. AS REQUIRED 18'x24' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE Div_ 01002.2 SWEET A -122 PRESSURE BLOCKING OF SAME SIZE A5 ADJACENT JOIST. 24'X24'Xl' MAT FOOTING ON SOLID SUBSTRATE W/ (2) •4 BAR EAC+ -I WAY OR 12'X'1' STRIP FOOTING PER DETAIL 16/DI 30'X30'X'1' MAT FOOTING ON SOLID SUBSTRATE W/ (2) •4 BAR EACH WAY OR 15'X1' STRIP FOOTING PER DETAIL 16/DI. 36'X36'XI2' MAT FOOTING ON SOLID SUBSTRATE Wr (2 ) •4 BAR EACH WAY STUB STEEL 12' INTO SLAB s 12'oc FLOOR JOIST SEE DIv. 6 SHEET A -1 4.8 BEAM LINE, SOLID BLOCKING BETWEEN JOIST OVER SUPPORT_ SEE DIvISION 06100 SHEET A -I PROVIDE SOLID BLOCKING THRU JOIST SYSTEM TO PROVIDE SAME AREA OF BEAM SUPPORT AS ABOVE AND BELOW SEE DIV. 6 SHEET A -I MIN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS EXTEND PIER MIN 18' BELOW SURROUNDING GRADE 3' DIAMETER STEEL POST EDGE OF CONCRETE SYMBOLS & LEGEND 0 POINT LOAD FROM ABOVE Q j POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DOWN POINT LOAD TRANSFERING DOWN W/ LOADING g HANGER POINT LOAD TRANSFERED BY KICKER eft Pcx � HOLD DOWN WITH SIZE DESIGNATION " 1 DJ P� VERTICAL STRAP WITH SIZE DESIGNATION Q� TO BE USED ON FLOOR BELOW STxx HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER - WALL ABOVE 3 WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROvIDED IN THESE DRAWINGS. TITLE JOB NO.: 99044 -22 SHEET A2 ELEV. A • 1 r P -15 10'-0' 10' -0' FURN ( P -19 NOTE IF GRADE NECESSITATES ARAGE TO DROP ADD STAIRS OUTSIDE PER YNOTES P -3 I P -18 8050 GLAZING CALCULATION TOTAL SF OF HOME 2361 SF TOTAL SF OF GLAZING 300.68 SF TOTAL X OF GLAZING 12.7 S SF. 15 CALCULATED USING THE REQUIREMENTS SET FORTH N THE ;;/ASHMGTCN STATE ENEI' CODE REFER TC ALC;TTONAL D0601 tEN'A' TO SUPPo. RT METHODOLOGY OF PERFORMANCE C^"'L ANCE \ \ Family CARPET P - 9 -2 Garage GONG ( PH 20' -0' P -18 j 3 P.16 P-112 5' -8 I!1' 2x6 UTALL Pwdr. VINYL � T 4' -9' l' -1 16010 OVHD DOOR 40'-0' ( P -12 1 N 5' -4' P -12 ) 06D Hall CARPET 5'-10' Patio CONC. ( P -4 Nook VINYL ( P -12 ) Entry TILE P -4 ems• Coverecr Porch CONC 4' -11/2' ( P - 9 ) DN SYMBOLS AND LEGEND ;Fl FAN- D , EN T TO C:.TSEDE -15ATe4ROCNIS 1 A.NDR 50 CFM MIAt - KITCHEN 122 r I IN - UI-OLE HOUSE FAN 4V0 CFM f'1P1 vTOS ® uNIOLE HOUSE EXirA(>ST FAN CONNECTED _ A 24 ..1P.�t "ER - 00 CP* •• N ./'O TO THER"'►OSTAT • 50' AEO✓E FLOOR € Wv SI"IOKE DETECTOR PER ..'SC MATH BATTER` BACKUP WCERCCNNECTED T :. HOUR T n'?ER TC WHOLE HOUSE FAN FECHAN ,mod - PLUMI5N6 AND £LEC'RroCAL SYSTE*1 FOR JNrT5 PER D =v. 0.16 SEE 5wEET AI A. PIZ", : b' .,, �-�R > E5- .. Q ' RO' 0t: +D£ TO RE TURN AIR FLEW A- FURNACE T_ MOTOR ZED FLOW DAr1PE PRO . TwERMAL EXPANSION TANK AT WATER HEATER C STRAP WATER . -EATER TO FR.4 NG AT TOP AND BCT'?t PER JPG SEC 608.5 i tl' SEC 303 rJ PRC.' PRESSSURE RELIEF LNE C OUTSIDE 8' - i0 1/2' DLL1 Ir - -,-i q I Ni I I /W I r \ - - -1vr05 ± � D Utility I� \ i I VINYL L - - -� 2,6 WALL 18' -4 I/2' 7 6056 T , 3645 Kitchen VINYL 20' - 0' n - - - -1- ∎∎ II 1 1 LL X 5'-9; 1 l PVINYL antry Dining CARPET Livin CARPE P -12 1' -0' 5' -9' 3 -4' 40 0 MAIN FLOOR PLAN *Gale V4'.1' -O' / / \ \ \ RECEIVED CITY OF TUKWII e FEB 2 0 ?00? (1.p PERMIT CENTER cE �< }gin I GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES I P -1 ) ( P - 2 ) ( P - 3 P - 4 ) (P -5 ( P -6 ) ( P -1 ) ( P -a ( P -9 ) (P -I0) t P -I1 ( P -12 ) (P -13) ( (P P -15 �( p P -IA l ) ( P -191 ( P -20 ) ( P -21 ) ( P -22 ( P -23 ( P -24 L SEE CO/ER S+EET FOR ALL GENERA,. ROTES ANC EEN S 2 E'.E `' ANC AIR .JAIL TY FOR"' o''�TI SEE D V 11 5S -IEET A -i 3. SEE S... _aNG E_E ✓AT O!. = _ NOG., OPERA SEE C; 8 SHEET A -i 4. SEE TYPICAL MATERIALS LIST O ' SECTION SHEET 5 SEE CC /ER SHEET FOR ALL NOTES ANC REQUIREMENT5 CONCER►.!NIG " ECHANICAL PLUMBING AND ELECT'R:CAL OCCUPANCY SEPARATION: APPLY ' 1) LAYER 548' TYPE 'X' G.W$. TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNCATION TO 5HEATHINIG. WRAP PCST AND BEAMS. APPLY 2) LAYERS TO TRLSSES AND TJI FLOOR JOIS SEE DIv 010025 SHEET A -I 13/8' MIN. SOLID CORE DOOR WITH SELF CLOSER. TO BE TIGHT FITTING SEE Div 010025 SHEET A -1 STAIR ASSEMBLY NOTES: PER UBC SECTION 1003 AND DETAIL 12'D2 A. HEADROOM MIN. 6-8', WIDTH "11N. 3' -0'. B. TREADS 10' MIN. DEPTH, RISERS 8' MAX. I-IT. C. HANDRAIL MIN. 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL 1 1/2' MN. TO 2' "''Ax. CROSS SEC ON D **ENS ON AND MIN. CLEAR FROM WALL, RETURN RAIL ENDS D_ INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTCI-1 ANC ADJACENT WALL(5). E. COVER USABLE SPACE UNDER STAIR W/ 5/8' TYPE 'X' GLL$. ,2; LAYERS s CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS SEE DIv. 01002.6 SHEET A -I. SAFETY GLAZING PER UBC, SECTION 2406 A. WINDOWS WITHIN IS' OF FLOOR B. UTNDOtITS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOUTERS D. GLAZING IN DOORS E. WITHIN STAIRWELLS F. WITt -TIN 5' CF TOP OR BOTTOM OF STAIRS SEE Div. 08800 SHEET A -I EGRESS WINDOW PER UBC SECTION 3104 SEE DIv. 08600 SHEET A -I IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE 15' MIN, ABOVE TOP OF SLAB. SEE DIv. 15 SHEET A -I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON - ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS SEE CIv. 09250 SHEET A -I (2 LAYERS OF FLOOR SHEATHING OVER FRAMING. 8' MAX. RISER WITH 10' MN. RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER USG, SECTION 1006 SHEET A -I I5'x24' CRAi:;L SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIv. 010022 SHEET A -I 22'x30' ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP, SEE DIv. 01002.1 SHEET A -1 FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE DIV. 01002.8 SHEET A -I B. ZERO C EARL \CE 'REPLACES 51~ALL CONFORM TO UBC REQUIREMENTS. SEE DIv. 01002 SHEET A - C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE DIV. 01002.8 AND 9 SHEET A - I D. FIRESTOP OPENINGS AROUND PENETRATIONS AT EACH FLOOR PER UMC. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36' GUARDRAIL PER UBC 509 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS. B VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UBC SEE DIv. 15 SHEET A -I PLANT SHELF UPPER AND LOOTER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 2x6 STUDS W/ R -19 INSULATION MIN. SQUARE FOOTAGE MAIN FLOOR 1210 SF UPPER FLOOR 1151 SF TOTAL 2361 SF SF GARAGE 530 SF DECK / PATIO 144 SF SQUARE FOOTAGE IS MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS 4 4 Ex: us. V Co izL CO _ Co Ln I r-- O u) co VJ X O LL C CD C5 CO N d' co a) CB � N m � TITLE JOB NO. : 99044 -22 SHEET A31 ELEV. A • 4 I D2 MONoJ TRU55E5 OFFSET GIRDER TRUSS GABLE END TRUSS 3 FUR DOWN i FOR HVAC -� COMMON TRUSSE • 24' o -c BEARING UALL SEARING WAL 2X LEDGER II -1/8' TA PRO 60'5 • 192'Oc (2) 11/2' x II 1/8' LSL RIM UPPER FLOOR /LOWER ROOF FRAMING PLAN Scale 1/4'.1 O SACK FRAMING AND SOFFIT AREA AS W � REQUIRED TO ALLO FOR vAC DUCTING START SEE D'V'S SHEET A -' FRAMING HERE cs RECEIVED CITY OF TUKwILA FEB 2 0 2002 PERMIT CENTER I GENERAL FRAMING NOTES I FRAMING PLAN KEYNOTES L SEE rER S-+EET FOR ALL GENERAL 407E5 AND REQuIW-1EN S 2. SEE TYPICAL *"ATER ALS LIST ON SECTION SWEET 3. SEE CCiERS"EE' FOR ALL NOTES AM" Rift. RE"E!.'S CCERN vCa "ES --'- CA_ PLU AND ELECTR'CAL a. TRU55 DESIGN eY MANLF. TRt,55 PLAN SHOLN 15 FOR GENERA_ LAYOUT ONLY SEED ✓- 6100 5: -I£ET A - - TRS,38 LOAD NG SEE Div. 01000- 514EET A -1 TRUSS SPAN PER =L' OR PLANS - TRUSS '"PE PER ROOF =RA AN* PLAN 5 ROOF FRAMING SPACING 24' c c UN 6.R"'OF P' ExTER1OR PER E ✓AT:ON NTERIOR PER SECTION. 1. RAFTER TAIL 2x4 /ERIFY RrYJF TAIL AND RAKE OVERHANG PER ROOF F"L AN. a ALL HEADERS ARE 4.10 DF '2 LINO PROVIDE ' TRIMMER STUD JP TC 4 -0' SPAN AND (2 TRIMMER STUDS OvER 4 -0' UN.O SEE DIv. 06100 3'4EET A -I RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF E 4T- °\Cs "E`"SERS ALIGN EDGE OF JOIST WITH FACE OF WALL l ALIGN INSIDE FACE OF BEAM WITH OUTSIDE J FACE OF WALL UPSET - BOTTOM OF SEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS 1 TOP OF SEAM 15 FLUSH WITH BOTTOM OF J JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUP°ORT. ATTIC SPACE VENT SEE CALCULATION SEE DIv. 01002 SHEET A - FLOOR JCS' - SEE SEE DIV. 06 SHEET 4 -I SEE ELEVATIONS AND SECTIONS FOR PLATE H=E IGHT PRESSURE BLOCKING SEE DIV- 06100 SHEET A -1 FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER SEAM AND BEAM BUMPS DOWN BELOW JOISTS 2x6 OvERFRAMING • 24' OC. PROVIDE 242 STRONGBACK PURL INS AND 2x KICKERS AT 6' -0' oc TO TRUSSES BELOW. 2X6 CEILING JOISTS • 24' 00 DEC 2 3 Tea SYMBOLS & LEGEND 0 4 POINT LOAD FROM ABOVE co POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DOWN 4:"/ POINT LOAD TRANSFERING DOUN W/ LOADING :' 4 HANGER • •/ WOLD DOWN WITH SIZE DESIGNATION 1 P� VERTICAL STRAP 11.11T1-1 SIZE DESIGNATION , TO BE USED ON FLOOR BELOW STxx - - — HORIZONTAL STRAP WITH SIZE DESIGNATION POINT LOAD TRANSFERED BY KICKER INDICATES BEAM CALCULATION WITH INDEXED NUMBER WALL ABOVE 3-r WALL BELOW NOTE. UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. A ' 4 4 CD CD ▪ 1 -0 CD C\I C0 CO d x (15 C Ll_ C o CO CO N LO •3 C\J m � TITLE JOB NO.: 99044 -22 r WALL LINE BELOW _ ROOF LINE BELOW 16' -5 1/Y Bonus/ Opt. Bdrm #4 CARPET SYMBOLS AND LEGEND FAN- DIR yENT TO OUTSIDE -BATHRoOMS 50 CFM H!t -#GTC .EN Iii CP 'Ilk -0 0LE N04SE FAN WPC mom v 1O5 THERMOSTAT • 50' ABOVE FLOOR IIDv SMOKE DETECTOR PER u4C p1iTH BATTER'S BACKUP INTERCON ECTED :4 HOUR TP'±ER TO iii4OLE ' -LOUSE FAN rEC+•AN'CAL. Pttl'81ING AND £LIE.'R,Ct� SYSTEM FOR JNITS PER Div. 15)6 SEE SWEET Al FURN G SRO, DE O' .i ': , "EAR -RES- - R \'. FR ;— OUTSID.'E TO RETURN AIR PLENUM .47 FLRNACE a! Tri !1OTORtZED FLOu. DAMPER B PRO /IDE TH+ER*^AL EXPANSION TANK AT WATER HEATER C. STRAP WATER -.EATER TO FRA^" N/ AT TOP AND BC PER uPC SEC 1:085 t „ is SEC 3e34 D PRO IDE PRESSURE RELIEF L INC o J►"SED TO OUTSIDE. 13' -6 L2' Bdrm #3 CARPET ' UPPER FLOOR PLAN P -4 I GENERAL PLAN NOTES 1 I FLOOR PLAN KEY NOTES 1 SEE CC/ER SHEE" FOR GENERA_ NOTES ANC +W .:'RE"Eti 5 2- DEW.' ANC A ,_U4 _ - TY INFOR ^AT O� SEE Div r SHEET A -t 3. SEE E_E /A O!' OPERATION SEE D' , S So.IIEET A -I 4. SEE '"PICAL r'LGTERiA_S LIST ON SECT ON SHEET 5. SEE CC F_R SHEET FOR ..L DOTES AND REQI:IRE - ENTS CONCERN MECHANICAL PL.UI"BING. AND ELECTRICAL OCCUPANCY SEPARATION: APPLY (1) LAYER 5/8' TYPE 'x' G. V8. TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FO NDATION TO SHEATHING 'WRAP POST AND BEAM!,. APPLY (2) LAYERS TO TRUSSES AND T.) FLOOR JOIST SEE Dlv 00025 SWEET A 1 3/8' MIN. SOLID CORE DOOR ,.) T4-+ SELF CLOSER TO BE TIGHT FATTING SEE Dlv 0100:.5 SHEET A -1 STAIR ASSEMBLY NOTES- PER ' .SC SECTION '003 AND DETAIL '2)D2 A. HEADROOM.. MIN. 6•-B' WIDTH MIN- 3 -0'. B. TREAD° 10' MN. DEPTI-I RISER5 5' -,Ax .r. C. HANDRAIL MIN. 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL I I/1' MN- TO 2' ►'Ax. CROSS SECT ON D "'ENS O^ A'�D MN CLEAR FROM WALL RETURN RAIL ENDS. p. INSTALL FIRE BLOCKING AT STRINisERS TOP AND BOTTOM AND ADJACENT WALL . E. COvER JSABLE SPACE UNDER STAIR W/ 5 /8' TYPE 'X' G.WB. (2' LAYERS • CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS SEE Div. 01002b SHEET A -• . SAFETY GLAZING PER UBC, SECTION 2406 A. WINDOWS WITHIN IS' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D GLAZNG IN DOORS E. WITHIN STAIRU.ELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE Div. 08800 SWEE A -I EGRESS WINDOW PER USG, SECTION 310.4 SEE Div. 08 SHEET A IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE i8' MIN, ABOVE TOP OF SLAB. SEE Div. 15 SHEET A -I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON - ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS SEE Div. 09250 SHEET A -I (2) LAYERS OF FLOOR 5f- IEATHING OVER FRAMING. 8' MAX. RISER WITH 10' MIN. RUN IF MORE TI-IAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET 4 -I 18'x24' CRAWL SPACE ACCESS. 'NSJLA'E AND WEATHER STRIP, SEE DI 010022 SHEET A -I 22'x30' ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE Div. 01002.1 SHEET A -1 FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER MFG SPECIFICATIONS SHALL CONFORM TO UBC REQUIREMENTS. SEE Div. 010028 SHEET A -I B. 1.=R0 CLEARANCE = REPLACES S-IA__ CONFORM TO UBC REQUIREMENTS. SEE Div. 0I002 SHEET A -I C. HEARTH SHALL CONFORM TO UBC REQUIREMENT SEE Div. 01002E AND 9 SHEET A -I D. FIRESTOP OPENINGS AROUND PENETRATIONS AT EACH FLOOR PER UMC. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36' GUARDRAIL PER UBC 509 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSING5. B' VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER USG SEE DIV. 15 SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS SCFF AREA INTEGRATED MAKE UP AIR 2x6 STUDS W/ R -19 INSULATION MIN. RECEIVED CITY OF TUKWILA FEB 2 0 2002 PERMIT CENTER "iso02-c)%8 M '. 8 W ' F a E CO L 10B NO. CO Co Ln C0 LC) CU X C O w co c6 7 C l j '20 TD CIO O O CO CD CU CO U? CD Lf) N TITLE 99044 -22 SHEET A5 ELEV. A p ROOF VENT CALCULATION BASED ON 3 2 -V7 HOLES PER VENT BLOCK ROOF VENT CALCS BASED ON UBC SECTION 1505.3 TOTAL ROOF AREA 1349 SF/00 =4.50 5F OF VENT AREA REQ 50 % AT EAVE = 225 SF REQUIRED 50 % e 36' c MIN) ABOVE EAVE = 225 SF REQUIRED 4 ROOF JACKS AT 50 SQ. IN. EACH =200,0 SQ. IN.: 138 . 5F 63 L.F. OF EAVE VENTS AT 5.2 SQ. IN./LF.32T.6 SO. IN. =228 SF GABLE END VENTS AT x Q_ = Q SQ. IN..0 SF .Q_ G.4BLE END VENTS AT 0 x0___ = Q__ SQ. IN. =0 SF 4 GABLE END VENTS AT DIA. =164 SQ. IN.=t14 SF TOTAL VENTS PROVIDED ROOF JACKS . 139 SF EAvE VENTS . 228 S GABLE END VENTS . 114 5F TOTAL SF OF VENTS PROVIDED = 4,80 SF • AREA MAY BE 1/300 IF A VAPOR RETARDER IS INSTALLED ON THE WARM SIDE OF THE ATTIC INSULATION. UBC 150532 • EFFECTIVE VENT AREA BASED ON A 30% REDUCTION DUE TO 1/4' MESH I 4 UPPER ROOF FRAMING PLAN o RECEIVED CITY OF TUKW,LA FEB 2 0 2002 PERMIT CENTER I GENERAL FRAMING NOTES I I FRAMING PLAN KEYNOTES I. SEE CC -ER SHEET FOR ALL GENERA_ NOTES AFC IFEOu RE*"ENTS 2 '.SEE 'YpC.AL "1ATERIA_S LIST ON SECTION SEET 3. SEE CC /ERS -EET FOR A_- NOTES ANC REQ- RF ENTS CONGER'- `C, "EC -AN CA_ ° LJ"$K, ANC ELECTR'SAL 4 TRUS5 DESIGN BY MANF, TRUSS PLAN S .✓ J i IS FOR GENERA: LAYOUT ONLY SEE /. 6100 S+EE A -1 - TRJ S -OAD:NG SEE DI y 010ce1A S+-EE` A - TRS155 SPAN PER FLOOR F - TR' 55 TYPE PER ROOF FRAMING P'-AN 5 ROOF FRAY'•ING SPAC NG 24' o c UNC b. ROOF F•TC -- ExTER,QR PER ELEVATION ' rEROR PER SECT 4. 1. 'RAFTER TAIL 2x4 /ERIFY g. ROOF TAIL AND RAKE OVERHANG PER ROOF ALAN t AL. :HEADERS ARE 4,10 DF •2 UN.O. IPRO'✓1DE ' TRIMMER STUD JP TO 4•-0' SPAN AND .2; TRR-"'1ER STUDS O /=R 4 -0' UN_0 SEE Div_ 06600 SHEET A -' BACK FRAMING AND 5T AREA AS REQUIRED TO ALLOW FOR 4 /AC DUCTING SEE D'v.15 SHEET A -• RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF =e:-" hG "E^^BERS ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM IS FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE Div. 01002 SWEET A -1 FLOOR ,;0•S' - SEE SC D.I_E_ ... SEE Div. 06100 SHEET A -1 SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE DIV. 06100 S4 -IEET A -1 FLUSH - BOTTOM OF BEAM Ev£N W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR {-I VAC OVER SEAM AND BEAM BUMPS DOWN BELOW JOISTS 2x6 OVERFRAMING + 24' 00. PROvIDE 2,6 STRONGBACK PURLINS AND 2x KICKERS AT 6•-0' oc TO TRUSSES BELOW. 2X6 CEILING JOISTS e 24' CC SYMBOLS & LEGEND 0 POINT LOAD FROM ABOVE /� B POINT LOAD TRANSFERING DOWN POINT LOAD TRANSFERING DOWN W/ LOADING q� HANGER r POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERED BY KICKER HOLD DOWN WITH SIZE DESIGNATION VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW HORIZONTAL STRAP WITH SIZE DESIGNATION INDICATES BEAM CALCULATION WITH INDEXED NUMBER WALL ABOVE 1==t WALL BELOW NOTE. UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. cusoz..—o4r 5 m 2 w E E U 0 V 0 00 (,) L o ;7-,, cid N__ (-0 gaz 0 N 00 d CCI 0 � CD � e (1) CV Ln 4 ,`t Q. Ca TITLE JCB NO.: 99044 -22 SHEET A6 ELEV. A 4 '� p Lr 5:17 12 24' DIA. GABLE END VENT I ,-- SIDING 5:12 i10 f--- 24' DIA GABLE Ei6 `£wT I SIDE ELEVATION 5c8111 1/9'•1' -O' TOP PLATE WIN. NDR NT. UPPER FLOOR Ak TOP PLATE UJIN. aDR: -T MAIN FLOOR SIDE ELEVATIO L REAR ELEVATION auks VV.I -O' 9:Q TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: (DIV. 7) BUILDING PAPER: (DIV. 7) SHEATHING: (DIV. 6) FRAMING: (DIV. 6) INSULATION: (DIV. 7) SOFFIT: (DIV. 7) GWB: (DIV. 9) EXTERIOR WALL CONSTRUCTION SIDING MATERIAL (DIV. 7) BUILDING WRAP (DIV. 7) SHEATHING: (DIV. 6) FRAMING: (DIV. 6) INSULATION: (DIV. 7) GWB: (DIV. 9) FLOOR CONSTRUCTION FLOORING: (DIV. 9) SUBFLOOR: (DIV. 6) FRAMING: (DIV. 6) INSULATION: (DIV. 7) SOFFIT: (DIV. 7) TRIM:(DIV. 6) WINDOW: (WITH NO BRICK MOLD) CORNER BOARDS: FASCIA: SHINGLES (DIV. 010005) 30* BUILDING PAPER 7/16 OSB OR EQUAL PER PLAN R -30 BLOWN -IN 1/2' RE -SAWN PLYWOOD 5/8' GWB WOOD SIDING (DIV. 01005) I5. BUILDING PAPER 7/16' OSB OR EQUAL 2 X 4 STUDS AT 16' OC R -I3 BATT W/ INTEGRAL VAPOR BARRIER 1/2' GWB FINISH PER PLANS (DIV. 01005) 3/4' TAG (PLYWD, COMPLY, OR EQ.) PER PLANS R -19 BATT 1/2' RE -SAWN PLYWOOD HEAD: 5/4x4 JAMB: 514x4 SILL 2x6 W/ 5/4x4 INSIDE: 2x2 OUTSIDE: 2x4,2x3 \ 2x8 UNO 1 TOP PLATE UAN. NDR NT. .l UPPER FLOOR TOP OF BEAM • PORCH WIN NDR NT. MAIN FLOOR io 1 12 TOP PLATE I& 4 ►aR 41' DIA. GABLE END ✓E<V. _ ▪ ▪ io - e, UPPER FLOOR TOP PLATE 2x E, TRIM 514x4 TRIM- MAIN FLOOR FLASH OVER 2X10 BELLY BAND TYP. 11 Bdrm. #3 Living 12 5.11 NOTE: r �J GARAGE MY DROP DUE TO GRADE (SEE 514££7 A3) 'I I1 If II II tl I III II I 1 7/811 Z(4i 1 0 FRONT ELEVATION • II Bdrm. #2 w. I.c M. Bath I •uassuu•uu1•8•uuuuuu••sur l i 11 U U U Crawl Space FLR 3575 PER PLAN Utility FLR JSTS PER PLAN BUILDING SECTION A -A Nook �_ -- 2X3 TRY �—Dc3 TRIM OvER :x10 TRIM Id' D44 GABLE DV AN 6 *C LE 50.+GG 2x3 STOOL BOARD OvER 2x8 TRH" b' ExPOSEE 4.0212 SVIWE 5/4X4 TRIM 2rb TRIM 5/4X4 TRIM 2X10 TRIM DC4 DENTEL5 AT 2' O.C OVER 2xi2 TRIM 7xb TRIM DC3 TOP PLATE BATTENS OVER CHANEL SONG UPPER FLOOR WIN. NDR .IT. MAIN FLOOR RECEIVED CITY OF TUKWILR CO 0 451 8 as C w E E� TITLE .1OB NO. 99044 -22 SHEET A7 BLEV. A M BASEMENT SLAB 7 7157 BE N PLACE PRIOR TC PLL_ BACKFILLNG OF :.ALL 1.4 INSULATION BETIIEEN BASET -ENT SLAB ANC 5TE*I WALL X a E of TOP CF DOLLEL . z 4+ z \ n� w APA LATERAL RESTRAINT PANEL 3/8'=1 -O' N.T.S. INLS. GRADE TOP OF SLAB TOP OF FT'G • 0 TOP OF SLAB TOP OF DOUEL TOP OF SLAB TOP c FT'G 7u:i:t;.. • 11;11 NOTE B ASEMENT SLAB MUST BE N PLACE PRIOR TO FULL BACKFILLNG OF WALL NC NSULATION BETUEEN BASEMENT SLAB AND STEM WALL -b' N.T.5. ), 5' 10' FOUNDATION D 3/4' =r-0" M U w • Ir it 2x N .9= I ia' CLR VEHICLE SURCHARGE t 2' C_R f 3 -8 \' r 8' . '0' FOUNDATION DETAIL 3/4' =r-0" 2x4 *Ow MLA'S 6ARXi DOOR (SEE Wt. PLAT( FOR SIZE NAIL 5•EXT•i G TO .OR • 5o NAILS • 3 • CC • SIR L.'sLi LOC MMO. ON SwF( :.1 L SC•E 244 57,05 -NAL SIRAT4ING •A ep NALS • 3' C: 'C'EACH SRO UNO G. 514R :L SC•EL' NAIL 8o NALS • 3' OC • ALL PLTS .4:3 . t STUDS tO. ON 5►R tiALL SC►ED 2 2.4 AT ANY SHEATH.NG JO•VT 9116 OSB SrEATHAUVG M114 ST•pt4 STRAP TE A■CmC42 ►A L TO BC4 FOR. SEND UP AFTER CONCRETE CURES USE 38-I6c1I)C 1/8 NALS EAC•+ u14 PLATES. NAIL 54TG TO EA PLATE (2 : 543' • AB U4 MN 1' EMBEDMENT uN0 ON Sr* 1I14LL SC•ED COMT"NUCyJS fOOTI4C- (2).4 BAR • TOP •4 ART BAR • D' oc, RAJ. HEIGHT OF WALL (Div. 3 SEE' A -1. TWGHTL RE 4' PERF FT'G. DRAM LLNFILTER N 24' GRAVEL BE (DIv. 2 51-EET A -1- (5)'4 BAR GOVT (DIv 3 SHEET SOLID SUBSTRATE 4' CONC. SLAB OvER 4' ROCK OVER v4POR B4RRIOR STEPPED FOUNDATION DETAIL 1 iwCr- utfIuv - re 5/E'•40' 45 UH' 2'x:'x3)16' S.Q STEEL PLATE WASHERS • 4' -0' O.G. ID v. 3 SEE ExCEE° AS NOTED ON SEARWALL SCHEDULE -' MN. EMBED •4 vERT.J- BAR•5'oc (DIv 3 SHEE A - I DAMP PROOFING c DIv 1 5HT Al) •4 +aORZ. BAR • 10' oc (DIv 3 SHEET A -1 5(8'0)(10' A5. UL 2'X:'X3•16' 5Q STEEL PLATE WASHERS • 4' -0' O.C. (DIv. 3 SWEET A -I) ExCEPT AS NOTED ON S4-EARIUALL SCHEDULE 1' MM( EMBED (2)'4 BAR • 1OP •4 VERT. BAR • I6' a:. FULL 4EIGWT OF WALL (DIv 3 SWEET A -1) VERT J -BAR • 8' a: (DIv. 3 SHEET A -I) •4 WORZ BAR • 10' oc (DIv. 3 SHEET 4 -I) 0 4 BAR •12'ocL.2' -b' (DI's. 3 SWEET 4-1) DAMP PROOFING ( DIv. 1 54-IT Al) (b) •4 BAR CONT (DIv.3 SHEET A -U SOLID SUBSTRATE 4' CONC. SLAB CvER 4' ROCK OVER vAPGR BARRIOR ADD BARS TO MATCH REINFORCING PER PLANS LINE OF EXCAVATION 0-3-300-00000-25 3/4' =r-0' 3 /4'=r -0' PER FLAN TYP. FLOOR FRAMING PER PLAN (DIv 6 SHEET 4 -1) POST PER PLAN OVER NER STRAL CONT. FOOTING PER PLAN MAT FOOTING PER PLAN (2) CONT. '4 BAR A35 RAMSET TO FOOTING FOR POSITIvE CONNECTION. PER JURISDICTIONAL REQUIREMENTS T1'P FLOOR FRAMING PER PL..( (priiSEE'£ -u TAP E- TERKJR •TALL CO N511•4'04 PER PLAN • Dow i S :ET A -l./ LOCATE SHEATU•G .*O•B • CalMCN ME118ER RIM BOARD OC►TE SAEATW)(G JOWT • CO+*1ON MEMBER CRIPPLE u. ALL PER PLAN 5EE FQ•ATION DETAIL(5) CRIPPLE WALL @ FOUNDATION TYP FLOOR FRAMING PER PLAN (Div. 6 SWEET A -U TYP. EXTERIOR WALL CONSTRUCTION PER PLAN (DIV. 6 SHEET 4 -1) RiH BOARD CRIPPLE WALL. PER PLAN. )L) 1 4 MN. 571.0 LENGTH OF 14' PER LISC SEC 2320.115 (ply. b SL-EET 4 -1) SEE FOUNDATION DETAIL(S) CRIPPLE WALL © FOUNDATION 3/4 " =r-0' 7 BLOr OVER BEAM BEAM PER PLAN SCAB TOGETHER U1/ NAILER EA SIDE AT BEAM SPLICES USE 2x4 SCAB EACH SIDE TYP. EXTERIOR WALL CONSTRUCTION PER PLAN (Div 6 SWEET A -1) TYP. FLOOR FRAMING PER PLAN (Div. 6. SWEET 4 -1) SOLID BLOCKING OVER SUPPORTS LOCATE SHEATHING COMMON MEMBER JOINT • RM BOARD b.3 I' CONT. SOFFIT VENT 112• RESALLN PLYWOOD • SOFFIT TREATED ID SILL SEE FOUNDATION DETAILS CANTILEVER FRM'G AT FOUNDATION 3/4' 4-0" POST /FOOTING CONNECTION O€100- 03300-06_1J 08100-033O0- 07_TJI W 3/4' =r Ofi100-U4 All -lu I ,A -- 7-0' t*t FOUNDATION DETAIL 3/4' =r-O' FOUNDATION DETAIL 1 FURRING DETAIL 3/4 " =r-O" SLAB ® STEM WALL 3/4' =r-O" 4 • FER PLAN TP EAR Ii4.t CCI6TR UCTOOU PERPat, eSWF - A' COC OYER 4' ROOK OVER yo.oct BARRIER R e MCA> •115L(.ATION Me TREATED PLATE OFFSET 314' SEE FOUNDATION DETAILS TYPIC4 ExTER1OR WALL CONSTRUCTION PER PLAN :)V b 91.E_T 4 - I, r AIR SPACE E• IBUILDPK3 PAPER 1+PO ED ENV vENEER TIE TO FRAMING Ev. 2 52 FT (DIv 4 S/ast 4U MASONRY ATEER CONT_ FLASHING LLWEEP WOLE5 • 4' -0' O.G TREATED !1D SILL (DIN 6 SHEET A -I) SEE FOUNDATION DETAILS TYP EXTERIOR WALL CONSTRUCTION PER PLAN (DIv 6 SWEET A -1) 4' CONC. SLAB OVER 4' GR4vEL BED (DIv. 3 SWEET A -1) TREATED MID SILL (Div b SWEET A -U SEE FOUNDATION DETAILS N FURRING WALL I' AIR SPACE b' MIN. VERFY w, GRADE CONTOURS NOTE: THIS OPTION CAN NOT BE USED AT SWEAR WALLS 04 OO-Ol3u)-17z 1.rt TYP FLOOR FR4)1N6 PER PLAN (Div. b SHEET 4 -1) TYP EXTERIOR WALL CONSTRUCTION PER PLAN (DIv & SHEET 4 -1) LOCATE 5HEATHING JOINT • COMMON MEMBER BLOCKING OR JOIST • WALL RIM BOARD P.T. 2x FIRE BLOCKING VAPOR BARRIER DAMP PROOFING (DIv.1 NTT AI ) SEE FOUNDATION DETAILS 06100- 03300- 21_T,N 08100- 03Juu -vo 1 FOUNDATION /FRAMING CONNECTION 3/4' =1-0' O33OO- 064OO -03 3/4•=r-0' HANGER OPTION 3/4'=r -0" 1 EXT. DOOR AND FRAME (DIv. S SHEET 4 -i) DOOR THRE5HOLD FLASHING 45 REQV (Div. 1 SWEET A -1) NERvESTRAL FLASHING 4' GONG SLAB OvER 4' GRAVEL BED (Div 4 SWEET 4 -1' 242 TREATED TRE° LLD TRIM RIM JOIST TREATED MAD SILL (DIv. 6 SHEET 4 -1) •4 VERT. RE -BAR FROM STEM CALL STUBBED INTO SLAB TYP. FLOOR FRAMING PER PLAN. (DIv. b SHEET 4 -I) EXT. DOOR THRESHOLD DETAIL 08100-03300-04_;.k FLLL WIDTH TR MUD SILL i.. HANGER PER MFG TYP. FLOOR FRAMING PER FLAN (DIv. 6 544EET A -U ExT. DOOR AND FRAME (DIv. 8 SHEET 4 -1) DOOR THRESHOLD FLASHING A5 REQ'D. ( Iv. 1 5HEET A -I) NERVESTRAL FLASHING 4' CONC. SLAB OvER 4' GRAVEL BED °.� (DIv. 4 SHEET A -I) TREATED MAD SILL (DIv. & SWEET 4 -1) 1' AIRSPACE TYP .4 VERT RE -BAR FROM STEM WALL STUBBED INTO SLAB POST AND BEAM PER PLAN EXT. DOOR THRESHOLD DETAIL TYP. FLOOR FRAMING PER PLAN (DIv. b SHEET 4-1) LITY KIUMA3•31.1U - U0,_ an TYP. EXTERIOR WALL CONSTRUCTION PER PLAN (DIv 6 54-EET A -I) TREATED MUD SILL SEE FOUNDATION DETAILS POST AND BEAM PER PLAN 1 FRAMING /FOUNDATION CONNECTION 3/4' 4-0' uti /0- O33Ou- 08 -TJ 1 FOUNDATION DETAIL 3/4' =r-0' FNt514 GRADE T TOP OF DOtEL 4 € di 9 Q' z`.f-' � � y TOP OF FT'G LI _) . TOP OF SLAB `( TOP OF DOUEL €13 T 19 I z 1 i FN ▪ a 0 TOP OF G � U 3/4' =r-0 3/4' =r-0' NOTE: FOOTING DOES NOT SLIDE N THIS CONDITION. FOOTING SPANS HORIZONTALLY. • in 3 .1 N.TS. N.T.S• 8' t1, 1 . • J • 8 t I i/2" CLR) 1 I!2' CLR 10' FRAMING PARALLEL TO STEM WALL � ' t .• 10' FOUNDATION DETAIL VEHICLE SURCHARGE 11144 W•40 e' :B v : 6.2 :'EEL PLATE � #5•ERS • 4 -C 3C <v 3 SHEET A-I' E)cERT AS him:: ON scA•• ._ SCrELL DE . . .4 NOR: BAR 4Y OC. ' -c' CORER OVERLAP ':1 1 3 SL-EE' A -1; R , •• A. BAR SAME AS STiE STEEL SP4C - (D!v 3 SETT A - ,' TiGH(TLNE RS:t D A('PPOF P46 D' T SHEET A - STUB STEE_ FROM FTC. • 16' OC (Div. 351.6E7 4 - ERE 4. C F' G_ CRAP I» LTER N GRAVEL /DIv. 24' GRA BED 2 WEE' - I SOLID SUBSTRATE IN. B U (2)'4 BAR COW (D 3 EET A - 1/.'•x10' AB Ul' - x: x3/Ib' - 15; SEE- STEEL PLATE UASI -ER5 • 4'-0' O.G. c D v 3 S &CE° AS NOTED ON S•EARU: LL 5Ca EDULE 1' mix Emu) ( I 12 •4 BAR • TOP •4 ART BAR •10' oc, RILL HEIGHT OF WALL. (Div 3 SHEET 4..1) RIM BOARD 0.:330C•lAiaiVaInu I DAMP PROOFING ( DIv. 1 SWT Ai; •4 VERT ! -BAR • 5' oc (DIv. 3 SHEET 4 -U •4 WORZ. BAR • 10' oc (Dlv 3 SHEET A -U TIGH(TL NE . - - 4' PERF. FT'G. DRAIN LWFILTER N 24' GRAVEL BED. (DIv. 2 SHEET 4 -1) (b)'4 BAR CONT (plv. 3 SHEET 4 -1 • SOLID SUBSTRATE CANTILEVERED RETAINING WALL (2)'4 BAR • TOP G 545')4 • 45. Ub 2'XYX3/Ib' 5.Q. STEEL PLATE UJASHERS • 4' -0' O.G. (Div 3 SWEET A -1) EXCEPT AS NOTED ON SHEARWALL SCHEDULE T' MIN. EMBED. •4 vERT. BAR • 16' oc, FULL I-EIG)T CF WALL (DIv 3 SHEET 4 -1) •S VERT.J- BAR• (DIv 3 SHEET 4 - I! '4 HORZ. BAR • 10' oc (DIv 3 SWEET •4 BAR •12' =2' -b' (DIv. 3 SHEET 4 -I) TIGWTLNE DAMP PROOFING l Div 1 5NT AU (1) '4 BAR CONT. (DIv. 3 SWEET A -I) SOLID SUBSTRATE 4' PERF. FT'& DRAM W./FILTER IN 24' GRAVEL BED. (DV, 2 SWEET 4 -i' 03300 - 0() 0O0 - 36 TYP. EXTERIOR WALL CONSTRUCTION. PER PLAN (DIv b SHEET A -u LOCATE SHEATHING JOINT • COMMON MEMBER TYP. FLOOR FRAMING PER PLAN. I { (DIv. 6 SHEET A -1) •t 11 TREATED MUD SILL ? 3 Ea SEE FOUNDATION DETAIL(S) FRAMING PERPENDICULAR TO STEM WALL TYP. EXTERIOR WALL CONSTRUCTION, PER PLAN (DIv. 6 SHEET A -I) LOCATE SHEATHING JOINT • G7MMON MEMBER SOLID BLOCKING • RIM JOIST • EXT. WALL PONT LOAD BEARING PER PLAN TREATED MUD SILL BEE FCIJNDATION DETAIL(S) TYP. FLOOR FRAMING PER PLOW. (DIv b SHEET 4.1) FRAMING /FOUNDATION DETAIL 3/4"4 0" 11 a— 0 sg` 4 RECE CITY OF 1 FEB 2 6 - H a i �a 3 g P _�F Z Z ? c) J 0 Q a 0 W 0 W Z _ O Z? W z -: VILA ?OO2 PERMIT ZE ".TER H E-4 Z> I- 0 G z >- Q 5 CC w c1 ',. w I 0 Lu CC wu J cL (n0 n W Z w ss03 u- >Jn_ 1 = QU w Lu < < J LLJ LU< Q I w o = W (1) w `)' ~z ;10E OOO cr 0O cc <ZO Z U0 Z(• Q — co wI-= QQZtrd co0UwC SZ� LLI > W Z Q] O }w ZI—C!)<00 0 V cb w 1n 0 0 co 0 0) c (1) CCS a) c) cr3 NO -- SHEET D1 i BELAU GRADE TYP. DECK CROSS SECTION 3/8' =T-0' DE-EYE RAJ- U4 D4 P.. SHED CEOK E_E : LAT 6 3C' DR _E56 - AbO E F #6.4ED GRACE tab 2+2 • 5 Lir OC CLR DIST ISTLN NOT TO EXCEED 4' SOLID 13LOCK.Na OVER S IPPORTS 5/4 x 4 TK CDR DO( G ATTACH LEDGER W RC1 L5 C 1i2• LAG BOLTS AT 16• cc TYP TJI FLOOR FRAYING PER PLAN 2. PONY 4L8L L 4a BEA : SIZE 'O REGtaCE WISER OF POSTS • 2 STORY CONDIT OR wHEN POSTS EXCEE_C' 4' IN LENGTH SCAE u 2x4 EA SIDE 2. (?' GREATER DEP'Ti THAN J01 T5 FINISH LANDSCAPE GRADE TOP OF PIER FLL61; FN. SUB GRADE 3' SEL 1.) F!N' _AnCYA •s.:s c SOLID SUBSTRATE LK - v617 O-r_�.� b Q "SEE ELE /ATICN EiPCSEL• TRUSS TAE FRAME OVER WALL DETAIL 3/4' =T-O' SECTION ® BEAM 3/4' =T-0' 3/4' =T-0' 13NIEL . Ex1E1C 6' ABOME BAT" MAL OR L" Aeowf etc.. *at TYPICAL ROC• CONSTRUCTON rP CLR FOR •ta+Tw &AXX'6U 3 AY • HOLES 616 SCREEN TYP GUTTER FASCIA °ER ELE vATI 4 ITYP. EXTERIOR MALL CONSTRUCTION.' R45'•G Dn., 1 SHEET A) ) DBL OR GRDER TRUSS (PER PLAN) ^P Rot CONSTRUCTION FRAMING PER PLAN 111.48'0.C.AT OUTSIDE FACE OF WALL 2' MIN CLR FOR vENTELATION BEAM PER PLAN RAFTERS PER PLAN 2x BLOCK•G SKYLIGHT. SIZE PER PLAN. 'PRONDE FLASHNG AS RECOMMENDED BY MFG. 2xb CURB TYP. 2.4 • RoOF AND FRAMING MEMBERS TYP GIUB. • CEILING ROOF FRAMING PER PLAN SKYLIGHT FLARE WELL DETAIL 1 1 t HIEADROCt- MIN. 6' -8', WIDTH MN. 3'.0' PER WC 102 2. TREADS 9' MIN. DEPTH, RISERS 8' MAX. HEIGHT S. HANDRAIL MIN. 34' TO MAX. 38' ABOVE TREAD NOSNG HANDRAIL I I/1' MN. TO 2' MAX. CROSS SECTIGN DW1EN5ION 4 I I/2' MIN CLEAR FROM WALL. RETURN RAIL ENDS PER UBC SEC 10069 STAIR SECTION DETAIL 3/4'4 -0' 05100. 07300 -15 06100- 07300 -37 V ! 3C4U -4U IVIJ -Ni WALL STUDS BEYOND DBL JST, BLOCK AS NEEDED SEE PLAN SEE PLAN FOR TYP. RISE a RUN DR'ENSIONS 3/4' PLYWOOD RISER 1 I/8' HARDBOARD TREAD WITH EASED NOSNG 3 - 2x STRINGERS TYP U.N.O. CENTER STRINGER WITH 2 - 2.4 STRONG BACK TYP NAIL WALL STRINGERS W/ (2) Ibd TO WALL STUDS 5/8' TYPE 'X' GAUD. AS REQUIRED SEE NOTES BELOW 2x KICKER PLATE 4. *TALL FIRE BLOCKNG • STRINGERS TOP a BOTTOM i ADJACENT WALLIS) PER UDC SEC. 1082 5. COVER USABLE SPACE UNDER STAIR WITH 5/8' TYPE 'x' G.WB use 2 LAYERS • CEILING AREA - PER UBC 10033.3.9 6. NTERI'1EDIATE BALUSTERS SHALL BE SPACED 4' APART NET OPENING PER UBC SEC 5093 Ws:c0v-ut31 ) -cif EAVE DETAIL 3/4' =T-0' GABLE END DETAIL 3/4' =T-0' i�. i PER PLAN OVERHANG PER PLAN GABLE END DETAIL 3/4' =T-0' TYPICAL ROOF CONSTRUCTION TYPICAL FLOOR CONSTRUCTION HI • 48' OC. AT OUTSIDE FACE OF WALL CPC ON 9-EAR WALL SCHEDULE 2x BLOCKING IUTLJ (3! 2' • HOLES ur SCREEN !SEE ELEv. A35 EXPOSED RAFTER TAIL TYP_ GUTTER FASCIA PER ELEvATION TYP. EXTERIOR WALL CONSTRUCTION TYPICAL ROOF CONSTRUCTION TYP. EXTERIOR WALL CCNNSTRUCTION TYPICAL ROOF CONSTRUCTION 2x4 OUTRIGGERS • 4' 0 c. WITH 2x2 BETWEEN FOR TRIM 06100 - 0 i tea.. - uv TRIM PER ELEvATION BARGE BOARD PER ELEVATION 2X4 BACKER FOR BARGE - NAIL THRU SKIP 51-EATHNG WITH 16d • O.G. TYP. X4 OUTRIGGERS • 4' O.C. WITH 2X2 BETLLEEN FOR TRIM 08100 07300 - 12 TRIM PER ELEv4TIAJg -'+— BARGE TYP. SEE ELEVATON 2X4 BACKER FOR BARGE - NAIL THRU SHEATHING WITH 16d • O.G. TYP BLOCKING AT CEILING LNE 214 LEDGER • NT. CEILING LNE (TYP. EXTERIOR WALL CONSTRUCTION) BALLOON FRAME GABLE END WALL 08100- 07300 -13 EAVE DETAIL 3/4' =T-0' EAVE DETAIL 3/4' =T-0' EAVE DETAIL 3/4' =T-0' 12 SEE ELEv BUFFEL - EXTEND b' 48OVE BATT. INSUL. OR 12' ABOVE BLOU.N INSUL. (TYP . ROOF CONSTRUCTION) 2' MN. CLR FOR vENTING HI • 48' O.C. AT OUTSIDE FACE OF WALL UNO ON SHEAR WALL SCHEDULE 2x BLOCKNG WITH , 3) 2' • HOLES WITH SCREEN FASCIA PER ELEVATION Ga y of T1 W.\AILA TYPICAL ROOF CONSTRUCTION 2' MM. CLR FOR VENTNG HI • 48' O.G. AT OUTSIDE FACE OF WALL WO ON SHEAR WALL SCHEDULE 2x BLOCKNG WITH /3) 2' • HOLES WITH SCREEN 2X BLOCKNG TYP EXPOSED RAFTER TAIL I TYP. GUTTER FA PER ELEVATION TYP. EXTERIOR WALL CCNSTRUC ON EAVE DETAIL 3/4' =T-0' 4 06100 - 07300 --01 08100- 07300 -02 FEB 2 0 ; via ruv- ur .itri? -A3 4/0IW -V /.3UV -04 RECEIVED CITY OF TUKIh LA PERMIT CENTER m !' - U ow F Z 6Z) K-0 Ju Q a0 OW W Z u _ W J Z QO W 0 z w wow U O Q Q �cLwO U - I0 w� ( w z w ccmO OQJ� I E- cr o; W CC W J U ) Q 1- °_ w v3 Z w II zO Jzo °o ° O o Cr L0 CC Z OO z O OZ V) V) J Q w IZ -)VU) Fw wzcc O a Lu D z -0< I- U w I O w I I- W C W 0_ 0 ct a_ w CD 0 x Lu Lu I- (/D 0 z 0 I-- I a U c!) Z_ t] c� CO u0 ■ op V •` X o 1 � LCD �- ,(\J �� m -1 ct. CL:S JOB NO -- SHEET D21 0 1 SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/4' =T-0' NAIL FLOOR SHEATHING THIS AREA WITH: t0 d•t' oz. EDGES ip d • 0 oz. FIELD BLOCK ALL EDGES 6 STRAP TRANSFER JOIST 3/4' =T-0' TT F MU, C I6TRI.CTiQt ATw SALL SHEATHING PER SA71EDLL.E B arra. PLATE NAILING PER .EAR L SGEDLLE 1.11 BLOCKING TYP TJI FLOOR C0•45TRUCTION TYP. WALL CONSTRUCTION WITH W ALL SNEATHNG PER SCA•EDILE TYP. TJI FLOOR CONSTRUCTION BOTTOM PLATE NAILING PER SLEARLIALL SCHEDULE 10 d NAIL • b' oz. PLYWD. TO RIM JOIST STRAP PER PLAN - BEND UNDER Rt1 JOIST TO TJI WEB STIFFENER JON PANEL EDGE ON COMMON MEMBER PANEL EDGE NAILING INTO COMMON MEMBER 4 FIELD NAILING PER SCHEDULE TJI BLOCKING TJi LEES STIFFENER Eh. SIDE TOP PLATE NAILING PER SAARWALL SCHEDULE TYP WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE i, O TUr N.)u NI HURRICANE TIE (1110 -1 HURRICANE TIE AT DBL. JOISTS) 4 SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/4' =f-0' 3/4' =T-0' m 4 TOP PLATE NALI.G PER SEIFIIIANLL SC+EDLLE E.T Q.TE NAILING PER Si EANIINAL 9QEDtLE PANEL EDGE t FEED N4LNG PER SCHEME TA BLOCKING TYP TA FLXR CONSTRICTION TYP. 'ALL CQi5TRi1CTO4 Iri4 II4ALL BNEAT4P G PER SCADLLE TOP PLATE NAILING PER SHEARWALL SCHEDULE BOTTOr1 PLATE NAILING PER SNEARUiALL SCI•DULE PANEL EDGE 1 FIELD NAILING PER SCHEDULE TJI FLOOR JOISTS PER PLAN ALIGN TJI FLOOR JOIST WITH WALL TYP. TJI FLOOR CONSTRUCTION TYF. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE SHEAR WALL PARALLEL TO FLOOR JOISTS NAIL FLOOR SHEATHING THIS AREA WITH 10 d • b' o.c. EWES AND 10 d • 10' oz. FIELD - BLOCK ALL EDGES WITH 10 d • b' oz. PLYLUDOP TO BLOCKING BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE PANEL EWE I FIELD NAILING PER SCHEDULE TJi BLOCKING BLOCK ALL EDGES PANEL EDGE 4 FIELD NAILING PER SCHEDULE TOP PLATE NAILING PER SHEARWALL SCHEDULE TYP. WALL CONSTRUCTION WITH WALL SHEATHING FEIN SCI-EPt LE SHEAR WALL PERPENDICULAR TO FLOOR JOIST - OFFSET CONDITION 3 /4' 4-0' o JJ•vo Iuu -ua_ I it NAIL FLOOR SHEATHING THIS AREA WTNI 10 d • 6' o.c. EDGES AND 10 d • 10' oc. FIELD - BLOCK ALL EDGES WITH 10 d • b' o.c. PLYWOOD TO BLOCKING. BOTTOM PLATE NAILNG PER SHEARWALL SCHEDULE PANEL EDGE I FIELD NAILING PER SCHEDULE TJI FLOOR JOISTS PER PLAN TJI BLOCKING • ALL PANEL EDGES PANEL EDGE t FIELD NAILING PER SCHEDULE TOP PLATE NAILING PER SAARI/ALL SCHEDULE TYP. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE T7610-0€1100-07_3,11 SHEAR WALL PARALLEL TO FLOOR JOIST - OFFSET CONDITION 3/4' =T-0' I (6 Tu- uts'IUI.)- Its I Jt TOP PATE HALING PER SEARMALL SCA LE BOTT2 - 1 PATE NALIG PER rfA . SGEO.LE V •b' oz. PLTtiD TORt'+JO.6T TYP. EXTERIOR iUALL CONSTRUCTION Iu WALL SHEATHING PER SCNEDtLE TYP TJI FLOOR C(PRSTRUCT0 22.4 PANEL EDGE BLOCKING EXTERIOR SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/4' =T-0' EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4' =T-0' NAIL FLOOR SHEATHING 1H15 AREA WITH 10 d•6' oc. EDGES 10d•10 roc .FIELD BLOCK ALL EDGES 3/4' =f-0' / - DOUBLE STUDS AT HOLDOUN CONDITION 10P PLATE NAILING PER 51- EARllALL SCHEDULE BOTTOM PLATE NAILING PER SNEAK TALL SCHEDULE 10 d • b' oz. PLYWD. TO RIM JOIST TYP. EXTERIOR WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE TYP. TJI FLOOR CONSTRUCTION BLOCK PANEL EDGE PER SCHEDULE TYP. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE TYP. TJI FLOOR CONSTRUCTION TOP ELATE NAILING PER SHEARWALL SCHEDULE TYP. WALL CONSTRUCTION WITH WALL SNEATHIK, PER SCHEDULE CANTILEVERED FLOOR JOIST 3/4' =f-0' TYP WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE -•- TYP. TJI FLOOR CONSTRUCTION ST1PSSON HOLDOWN PER PLAN AND SHEARWALL SCHEDULE SIMPSON HOLDOWN STRAP PER PLAN AND SHEAR WALL SCHEDULE SEE ARCH. DETAILS FOR FOUNDATION CONDITIONS ANCHOR BOLT PER SHEARWALL SCHEDULE SHEAR WALL HOLDOWN JON PANEL ECGE ON COr?1R+ MEMBER PANEL EDGE HALING INTO COMP -ON PE*BER PER SCHEDULE I /VS -1_ [;J -,I__14.81 JoN PANEL EDGE ON COITION ME 1BER PANEL EDGE NAILING NTO COMMON MEMBER PER SCHEDULE. 1/ o iO- 0 -UL_ I d1 BOTTOM PLATE NAILING PER SHEARIUALL SCHEDULE 10 d NAIL • b' oz. PLYWD. TO RIM J015T JOIN PANEL EDGE ON COMMON "MEMBER PANEL EDGE NAILING INTO COMMON MEMBER 4 FIELD NAILING PER SCHEDULE 10 d NAIL • 6' o.c. PLYUD. TO TJI BLOCKING 17610- 08100- 1f_TJt 17610-03300-24_ TJI SHEAR WALL PERPENDICULAR TO FLOOR JOISTS ® FOUNDATION 3/4' =f-0' 3/4' =T-0' 3/4' =f -0' 3/4' =T-0' • i SEE PLAN TvPY.AL tNe.: CLl6 "R.C'Cy. WI. SiEA'UNG PER SC.E2LE TYP TA FLOOR CONEOSuCTCN EOT PATE NAILING PER S.EARty SQEDILE JON PANES EDGE ON CcTT90N MEMBER PANEL EDGE VALNG PRO CQ?Y►a NEN/3ER PER SCGEDXLE Top PLATE HALING PER SNEARWA_i SCAOLLE PANEL EDGE AT BOTTOM OF SELL PLATE. EDGE NALNG PER SCHEDULE ANCHOR BOLT PER SC:EDuLE SEE ARC++ DETAILS FOR FQUoL cc' - 1i6 o- o;oo -o1_T.n TYPICAL WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE TYP TJI FLOOR CONSTRUCTION BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE JON PANEL EDGE ON CQ lION MEMBER PANEL EDGE NAILING INTO COMMON MEMBER PER SCHEDULE PANEL EDGE AT BOTTOM OF SILL PLATE. EDGE NAILING PER SCHEDULE. ANCHOR BO_' PER SC -EDL_c SEE ARCH. DETAILS FOR FOINDATION CONDITIONS SHEAR WALL PARALLEL TO FLOOR JOISTS ® FOUNDATION TYP FLOOR CONSTRUCTION TOP PLATE NAILING PER SHEARWALL SCHEDULE TYP. EXTERIOR WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE BOTTOM PLATE NAILING PER SWEARUTALL SCHEDULE T7151O O330O 02_TJI JON PANEL EDGE ON COMMON MEMBER PANEL EDGE NAILING INTO COITION MEMBER PER SCHEDULE CRIPPLE WALL (Div 6) SHEATH CRIPPLE WALL SAME AS SHEARWALL ABO'vE OR PER SCI -EDULE PANEL EDGE AT BOTTOM OF SILL PLATE. EDGE NAILING PER SCHEDULE SEE ARCH DETAILS FOR FOUNDATION CONDITIONS SHEAR WALL 0 CRIPPLE WALL CRIPPLE WALL ;Div 6) SHEATHING PER SCHEDULE PANEL EDGE I FIELD NAILING PER SCHEDULE ANCHOR BOLT PER SHEARWALL SCHEDULE (21'4 BAR CONT. (DIV. 3) RECEIVED CITY OF TUKWILA. FEB 2 0 2002 PERMIT CENTER i l ti iv- vssvu -up__ I it Gil-v CF 1 �1J1 DEC 2 3 Z0? SHEAR WALL 0 CRIPPLE WALL - INTERIOR 4 1! Ci40- 0310711 -44 'IU � J Z j w O C, � U 0 -'mo }�3Q t LLa =0 wU, J (!J U uJ ~ v ` -wzw X 00 > J d p w =�v w a_Q w w J Q LU z F _ O cf z z J Z O aoo° Q. D 0 O iZ 11 Z <Z 0i Q c Z U cnw �g � Z 0 Z C7 Q319 Z =Z --IUCr) : LiJ W 021 LL, O : wpCO3 0 Z - CDQCO z 1- N- O CO C 0 0) C U) U) 03 a) ( Q) 1 1 1 JOB NO. --- SHEET S 1 • I• 1 STRAP PER Parr HOLDOWN STRAP AT CRAWL SPACE 3/4' =1-o• 1l683- O61O0- 29_ ..T.A 3/4' =1-0' Ste_ PER P - may AMC SHEARAI SCWIALE POE STIR TJI BLOCKING BEAM PER RAW HOLDOWN STRAP AT FLOORS Bona- PLATE NAILING PER 5'EARuALL SCHEDULE TYP. WALL CONSTRUCTION WTI~ WALL SWATHING PER SCHEDULE DOUBLE STUD BOTTOM PLATE NAILING PER 51-EARWALL SCHEDULE BLOCKING 41.0 FILLER BLOCK DOUBLE JOIST OR BEAM FER PLAN I d • b O.0 —� OFFSET DRAG STRUT yM6 OR BEAM PER PLAN SrP5CN CSI6 STRAP 'MISTED' 3/4' =1-0• TRUSS OR BEAM PER PLAN 2x4 FLAT BLOCKINa NAIL STRAP W/ 8d COMMON • 8' oz. $RIPSCN CSI6 STRAP PER PLAN. LAP ONTO WALL OR BEAM AND NAIL WRH 8d CUt1AJ • 4' oz. DRAG STRUT CONNECTION 3/4• =1-0' 2X6 BLOCKING 11ISTED SHEATHING AND NAILII)* PER 514EARWALL SCHEDULE ROOF SHEATHING AND NAILING PER PLAN AND SWEARWALL SCHEDULE 2X4 LEDGER (2)Ibd EACH STUD (2) 16 d EACH BLOCK UPPER WALL 1__ 2 TO LOWER ROOF CONNECTION 3/4• =1-0" 17610- 07300- 31.-.-TJI Ti6Trv- vr .sw-3U L� > 3/4• =1-0• NOTE ui€N TRUSS ALIGNS WALL USE AN A35 CLIP OR .435F CLIP BETLEEN 'OP PLATE ANC TRU55 BOTTOM CHORD PER SHEAR WALL SCHEDULE w $ TYPCAL QC: OF CO16TR.C^04 1RI66 FER CLAN •TM SGEATNK, PER SWEAR ALi SISEDAE SALL ■AILING BEL010 2, LiT.1 Ibd TO r 4TC..4 SWARIAL, MAILING BELOW) WTO TOP PLATE PANEL EDGE t FIELD:. FILING PER SCWEDILE TYP WALL CONSTRUCTION ►.('.H WALL 5rEATI*GG PER SCWEDI.LE INTERIOR SHEAR WALL TO ROOF 3/4' =1-0" 1116' OSS OR EQUAL . w8d• 3' oz. R?OF 5I.EATHM6 8d AT 4' oz. 2x4 FRAMING ALL ARAM TRUSS FfR PLAN WITH SHEATHING PER SHEARLLALL SCI-EDULE I0d AT 3' at. 5FfAR WALL TOP PLATE 5- EA41)AL_ BE-OW DER SCHEDULE INTERIOR SHEAR WALL TO ROOF 3/4• =1-0• OVERHAW_, PER PLAN OVERHANG PER PLAN 2x BARGE t 1x3 TRIM 2X4 OUTRIGGERS • 4' O.G. WIN JOIST HANGER • TRUSS TYPICAL ROOF CONSTRUCTION TYP. EXTERIOR WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE SHEAR WALL ® TRUSS GABLE END (2) *d d NAIL • b' oc. TO TOP CHORD 1 BLOCKING BLOCKING AT CEILNG LINE TYPICAL ROOF CONSTRUCTION TYP. ExTERIOR WALL CONSTRUCTION BALLOON FRAME GABLE END WALL T7510- 07300 -06 TT610 07300 - 34 (2) 16 d 8 d NAIL • 4' dd. • EA. OUTRIGGER NAIL ROOF SHEATHING PER SCHEDULE. GABLE END TRUSS CONTINUE SuEATUNG ABOVE SHEAR WALL TO UNDERSIDE OF ROOF SHEATHING NAIL TO GABLE END TRUSS PER SCHEDULE. JON PANEL EDGE ON COMMON MEMBER PANEL EDGE NAILING INTO COMMON MEMBER PER SCHEDULE. f+— iX3 TRIM 1x BARGE 'YP SEE ELEvATION 2x4 BACKER FOR BARGE - NAIL THRU 1/16' 05B UATH Ibd • O.C. TYP 2X4 OUTRIGGERS • 4' O.G. WIN JOIST HANGER • TRUSS %, 141,,,1/ Jw-,e SHEAR WALL ® BALLOON GABLE END 3/4' =1-0' 1 /0 !U -V / 4I11.7-1V HOLDOWN STRAP ® FLOORS 3/4'=f -0' 12 3/4' =r-0• SEE ELEV SHEAR WALL ® EAVE 3/4' =1-0" FER PLAN SHEAR WALL ® EAVE 3/4' =1-0• OVERHANG PER PLAN SHEAR WALL ® EAVE (2) 6111175 A' EAO4 STRAP BoT PLATE NAILING PER S.EARNA.L SC EDIA E STRAP PER PLAN t SWEAR 4I•LL 50.8..0 4114' TMBERS'RANO L5L Rr+ BOARD JOIN PANEL EDGE ON COITION r$eER PANEL WGE NAtIN G T4 J COMMON r'EMBER t FIELD NAILING PER SCHEDULE TP EXTERIOR WALL CONSTRUCTION IIR1 watt SHEATHING PER SC4EDJLE TYP. TA FLOOR CONSTRUCTION B.'sFFEL - EXTEND b' ABOVE BATT. R1SuL. OR C' ABOVE BLOUII MSUL TYPICAL RC CONSTRLCTICri NAIL ROOF SHEATHING PER SCHEDULE 7' r'fPd CLR FOR /ELATING Hl •48'OG AT OUTSIDE FACE OF WALL WINO ON SWEAR WALL SCHEDULE 2X BLOCKING WITH (3) 2' N HOLES WITH SCREEN SEE ELEvATION PANEL EDGE AT TOP PLATE. EDGE NAILING PER SCHEDULE CvEcI-ANC PER PLAN TYP. GUTTER FASCIA PER ELEVATION T(P. EX'ER,OR WALL CONSTRUCTION WRN WALL SHEATHING PER SCHEDULE TYPICAL ROOF CONSTRUCTION NI • 48' ot. AT OUTSIDE FACE OF WALL 2x4 BACKER FOR BARGE. NAIL THROUGH WIP SHEATHING WITH I6d 8 d • b' o.c. • BLOCKING BLOCKING PER ARCH DETAILS SEE ELEvATION TYP. EXTERIOR WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE TYPICAL ROOF CONSTRUCTION HI • 48' o.c. L530 • 24' oL. d • 4' oc. • BLOCKING BLOCKING PER ARCH. DETAILS A35 CLIP PER SI-EARWALL SCHEDULE 17610- 06100- 20_TJI Ir VI nr V /JVJ RECEIVED CITY OF TUKWILA FEB 2 0 2002 PERMIT CENTER 17810-07300 -04 CI TY of A cl' :flj TYP. £xTEROR WALL CONSTRUCT +ON WITH WALL SHEATHING PER SCHEDULE oz % H c:4 At H •-4 '. H 0 cc J Z 0c J O p�z mow,- -- fIrWE u - wc/j J (1) j rr m0(-_) > -Ia a 0 CC al a. <TE LL W < - ° o_ w i z ~ W (/) -z � 0 I • I- O 0 0 O Q CE co Z Q Op �OUZ(d < : — u) W J < < ZOC cf) 0 Z 0 C w ww 0 Z I— c2 < co • (Y) 10 CIS L° 1 CD C 00 w � * q) c ▪ ,-- c .�� O a3 co a) l7 JOB NO --- SHEET S2 • FOUNDATION SHEAR WALLS SYMBOLS & LEGEND 3 _ POD LO&C FROm ABOVE PO LOAC FRCP 1 A5c7vE W' LOADNG S FONT LOAD TQAt45FERrNG DOWN 9a� PONT LOAD TRA'd5FERQNG COIN W/ LOADN 0 r HANGER ; j f POINT LOAC TRANSFE B` KICKER NOI-D DOILN ,fT►. SIZE DES /ER" C-L 5'R: ° -TA A 52E :DES GN_T'oN TO BE USED ON FLOOR BELOW HORIZONTAL STRAP ,111TH SIZE DESIGNATION i DICATES BEAr'1 CALCULATION WiTN INDEXED NUMBER • --! WALL ABOVE 1==r ,uALL BELOW NOTE: UNLESS OTHERWISE NOTED. ENGINEERING AND CALCULATioNS ARE '.CT PRO✓1DED I! THESE DRA111NGS MAIN FLOOR SHEAR WALLS 1 SHEAR NOTES "MESS C"'ER..15F_ NOTED' DESIGN CRITERIA EE CA C..-A' DNS FOR DESIGN CRZ -ER.A GENERAL NOTES L AL: 51- EARuALLS SWCUN ON Ti- FLOOR PLAN ARE FOR ULALL5 ON THAT LEvEL. (7 S+•IC‘LN E1 -+ADEG 2. ANC.-'' SGE !S FO EAR ALLS(PANELS' ONL` uk+ERE PORTIONS OF WALLS ARE NOT DESiCd'IATED A5 SHEAR FANELS. NAILS MAY BE SPACED • If,' OC.MIN PER TABLE 23- 'i -B -I OF U.B.C. 3 LI- 1E0 Zt= PORTION5 OF WALLS ARE VCT DESIGNATED AS 5.-EAR FANEL5 THEN S.+EAR DE DO NOT APPLY. FOLLOW MIN. UB.C_ REQUIREMENTS 4_ F'•C✓IDE TWO STUDS AT ALL I+O'LD DOWN LOCATONS. 5_ SEE MANUFACTURER'S REQUIREMENTS ANC DETAILS FOR EACH TYPE OF HOLDOILPI, STRAP AND C O N N E C T O R FOR PROPER INSTALLATION 6. ALL PLYWOOD OR GYPSUM 5HEAR LLLS SHALL BE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. EDGES SHALL BE STAGGERED AT CENTER OF 5TUD5 AND BLOCKED PER SCHEDULE. 1. DO NOT CVERD'RIVE NAILS INTO SiEATi- IIN/.1. 8. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TC NAILS FOR DESIGNATED. &NEAR WALL PANELS '.IN LESS PRE- APP'RO✓ED E3 T+ FSUILD!NG OFF'CIAL ROOF 4 FLOOR g 4EATW -IING 1. ROOF 5/- IELTHING: 1 /I6• OSB APA RATED SHEATHING , 24/0;. LAY UP W' MINIMUM 1/8• CLEAR BETWEEN PANELS TC ALLOW FOR EXPANSION NAMING SHALL BE Sd AT b' oc AT PANEL EDGES AND '2' oc AT INTERMEDIATE SUPPORTS PROVIDE EDGE CLIPS • 24' O.G. • ALL UNSUPPORTED EDGES ALLOWABLE DIAPi -IRAM SHEAR :180x0$2.I42osf 2. FLOOR S+- 4EATHING: 3/4' CDX TIG APA RATED PLYWOOD ' 45/24) NAILED AND GLUED. AD1- IE51vE SHALL CONFORM TO APA SPECIFICATION AFG 01. PROVIDE T<G EDGES AT LONG PANEL EDGES. NAILING SHALL BE i0d AT b' cc AT PANEL EDGES ANC 10' oc AT iNTERME .,ATE SUPPORTS. ALLOWABLE DIAPHRAM SHEAR. 215x082= 717psf 3- PLYWOOD 51-IALL BE LAID W/ FACE GRAIN PERPENDICULAR TO SUPPORTS AND END a gia 52 TYP. • SHEARWALL DESIGNATIONS 52 i I I UPPER FLOOR SHEAR WALLS Soar ve -a OZ-Og TYP. • SHEARWALL DESIGNATIONS -PI-6. BETWEEN TRUSSES TO ROOF 5WEATI -IING OVER INTERIOR SHEARWALLS RECEIVED CITY OF TUKWILA FEB 2 0 2002 PERMIT CENTER CM OF T' "r' 'd' =E,k >ID DEC 2 3 7_PU i; FEON otr �„,^ SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS w TITLE JOB NO.: 99044-22 11997 UBCI SHEET S3 ELEV. A 1 0 SHEARWALL SCHEDULE 2 si ' vr Gee ONE SIDE 5d r 'ES 58' • 48' .:35 t L 5 160 • '2 i6o • 7 __ PLF GI -4 OR :OGLER YES 5'8' • 48' 435 CLIPS Wad • 1D' 164 • 10" CS PLF 58' GIB O►E SIDE FOR . • • 33' oc 3 -' " ?' Gee TWO SIDES 60 •E5 58' • 48' 20' 194 • 9' 16d • 6' G2-4 OR p � TWO G CO�G! E / "E5 58' • 48' 20' 164 • b' Ibd • 5' P -6= YES 58 • 48' 20' 6o • 5' 6a • 5' 50 P_= P. YES 5 • 48• 14' Ibd • 5' 16d • 5' 140 PLC P1 YES 58' • 32' 12' 164 • 4' ibd •4' 350 PL. 1116' OSB P1-3 ONE SIDE YES 58' • 24' I6d • 3' 16d • 3' 450 PLF F1 -31®0— JSE 3.c STUDS • YES 58' • 24' 16d • 25' Ubd • 5' 545 PLF PANEL EDGES oc YES 5/8' • lb' A35 CLIPS •8'a ,1)R.04115 16d•5' ` ' ROWS led • 4' 585 PLF P1-2 USE 3x STUDS USE 3x STUDS STAGGERED DEL. RI 1/16' O5B TWO SIDES , 2 / ROLLS (2) ROWS P2 -4 STAGGER 51E4TNIP•6 YES 58' • lb' A35 CLIPS ibd • 4' ibd • 4' 100 PLF JONTS W/ 3x STUDS • • ?• oc. STAGGERED PANEL EDGES DEL RIM /2) ROWS '2 / ROWS P2 -3 YES 5 8' • 7 A35 C_ °5 60 • 3' 6o • 3' 900 F'_. • 5' oc STAGGERED D£L. RIM ILEYERNAUSER I;ARDBOARD. SIDNG LL 614-4 OR EQUAL PER NO 58' • 48' U2' I6d • 5' Ibd • 5' 202 PLF ICBO REPORT 2319 FOUNDATION SHEAR WALLS SYMBOLS & LEGEND 3 _ POD LO&C FROm ABOVE PO LOAC FRCP 1 A5c7vE W' LOADNG S FONT LOAD TQAt45FERrNG DOWN 9a� PONT LOAD TRA'd5FERQNG COIN W/ LOADN 0 r HANGER ; j f POINT LOAC TRANSFE B` KICKER NOI-D DOILN ,fT►. SIZE DES /ER" C-L 5'R: ° -TA A 52E :DES GN_T'oN TO BE USED ON FLOOR BELOW HORIZONTAL STRAP ,111TH SIZE DESIGNATION i DICATES BEAr'1 CALCULATION WiTN INDEXED NUMBER • --! WALL ABOVE 1==r ,uALL BELOW NOTE: UNLESS OTHERWISE NOTED. ENGINEERING AND CALCULATioNS ARE '.CT PRO✓1DED I! THESE DRA111NGS MAIN FLOOR SHEAR WALLS 1 SHEAR NOTES "MESS C"'ER..15F_ NOTED' DESIGN CRITERIA EE CA C..-A' DNS FOR DESIGN CRZ -ER.A GENERAL NOTES L AL: 51- EARuALLS SWCUN ON Ti- FLOOR PLAN ARE FOR ULALL5 ON THAT LEvEL. (7 S+•IC‘LN E1 -+ADEG 2. ANC.-'' SGE !S FO EAR ALLS(PANELS' ONL` uk+ERE PORTIONS OF WALLS ARE NOT DESiCd'IATED A5 SHEAR FANELS. NAILS MAY BE SPACED • If,' OC.MIN PER TABLE 23- 'i -B -I OF U.B.C. 3 LI- 1E0 Zt= PORTION5 OF WALLS ARE VCT DESIGNATED AS 5.-EAR FANEL5 THEN S.+EAR DE DO NOT APPLY. FOLLOW MIN. UB.C_ REQUIREMENTS 4_ F'•C✓IDE TWO STUDS AT ALL I+O'LD DOWN LOCATONS. 5_ SEE MANUFACTURER'S REQUIREMENTS ANC DETAILS FOR EACH TYPE OF HOLDOILPI, STRAP AND C O N N E C T O R FOR PROPER INSTALLATION 6. ALL PLYWOOD OR GYPSUM 5HEAR LLLS SHALL BE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. EDGES SHALL BE STAGGERED AT CENTER OF 5TUD5 AND BLOCKED PER SCHEDULE. 1. DO NOT CVERD'RIVE NAILS INTO SiEATi- IIN/.1. 8. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TC NAILS FOR DESIGNATED. &NEAR WALL PANELS '.IN LESS PRE- APP'RO✓ED E3 T+ FSUILD!NG OFF'CIAL ROOF 4 FLOOR g 4EATW -IING 1. ROOF 5/- IELTHING: 1 /I6• OSB APA RATED SHEATHING , 24/0;. LAY UP W' MINIMUM 1/8• CLEAR BETWEEN PANELS TC ALLOW FOR EXPANSION NAMING SHALL BE Sd AT b' oc AT PANEL EDGES AND '2' oc AT INTERMEDIATE SUPPORTS PROVIDE EDGE CLIPS • 24' O.G. • ALL UNSUPPORTED EDGES ALLOWABLE DIAPi -IRAM SHEAR :180x0$2.I42osf 2. FLOOR S+- 4EATHING: 3/4' CDX TIG APA RATED PLYWOOD ' 45/24) NAILED AND GLUED. AD1- IE51vE SHALL CONFORM TO APA SPECIFICATION AFG 01. PROVIDE T<G EDGES AT LONG PANEL EDGES. NAILING SHALL BE i0d AT b' cc AT PANEL EDGES ANC 10' oc AT iNTERME .,ATE SUPPORTS. ALLOWABLE DIAPHRAM SHEAR. 215x082= 717psf 3- PLYWOOD 51-IALL BE LAID W/ FACE GRAIN PERPENDICULAR TO SUPPORTS AND END a gia 52 TYP. • SHEARWALL DESIGNATIONS 52 i I I UPPER FLOOR SHEAR WALLS Soar ve -a OZ-Og TYP. • SHEARWALL DESIGNATIONS -PI-6. BETWEEN TRUSSES TO ROOF 5WEATI -IING OVER INTERIOR SHEARWALLS RECEIVED CITY OF TUKWILA FEB 2 0 2002 PERMIT CENTER CM OF T' "r' 'd' =E,k >ID DEC 2 3 7_PU i; FEON otr �„,^ SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS w TITLE JOB NO.: 99044-22 11997 UBCI SHEET S3 ELEV. A 1 0