The URL can be used to link to this page

Home My WebLink AboutPermit D03-144 - JUNCTION WEST - LOT 1JUNCTION WEST LOTI 5405 SOUTH 149x" LANE D03 -144 • City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 8733000041 Address: 5405 S 149 LN TUKW Suite No: Tenant: Name: JUNCTION WEST - LOT 1 Address: 5405 S 149 LN, TUKWILA, WA Owner: Name: TRYON CONCEPTS LLC Address: P.O. BOX 146, RENTON, WA Contact Person: Name: DON TRYON Address: 14420 SE 84 ST, NEWCASTLE, WA Contractor: Name: TRYON CONCEPTS LLC Address: PO BOX 146, RENTON, WA Contractor License No: TRYONCL013DH DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,022 SQ FT SINGLE FAMILY RESIDENCE, 406 SQ FT ATTACHED GARAGE AND 118 SQ FT COVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: LAND ALTERING, TESC, DRIVEWAY ACCESS, WATER, SANITARY SEWER, AND STORM DRAIN. Value of Construction: $198,039.08 Fees Collected: $2,994.45 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Sanitary Side Sewer: Y Sewer Main Extension: N Private: Storm Drainage: Y Street Use: N Profit: N Water Main Extension: Water Meter: doc: Devperm N N DEVELOPMENT PERMIT Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 50 c.y. Fill 20 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Private: 003 -144 Permit Number: D03 -144 Issue Date: 08/06/2004 Permit Expires On: 02/02/ 2005 Phone: Phone: 425 255 -6518 Phone: 425 -255 -6518 Expiration Date:02 /11/2005 Public: Non- Profit: N Public: Printed: 08-06-2004 Signature: Print Name: City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Date: Date: zr' •- "-` This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: Devperm D03 -144 Printed: 08 -06 -2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 8733000041 Address: 5405 S 149 LN TUKW Suite No: Tenant: JUNCTION WEST - LOT 1 PERMIT CONDITIONS Permit Number: D03 -144 Status: ISSUED Applied Date: 05/14/2003 Issue Date: 08/06/2004 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until fi nal inspection approval is granted. 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: All wood to remain in placed concrete shall be treated wood. 12: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 13: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 14: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 15: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 16: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). doc: Conditions D03 -144 Printed: 08 -06 -2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 17: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). 18: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 19: 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. 20: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground. 21: Any material spilled onto any street shall be cleaned up immediately. 22: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 23: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 24: The Land Altering Permit Fee is based upon an estimated 50 cubic yards of cut and 20 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 25: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 26: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 27: Access, sanitary sewer, and storm drainage shall be coordinated the Junction West - 4 Lot Short Plat under PW04 -027. If S. 149th Lane is not construction, prior to final under this permit, then applicant shall provide a revised plan for driveway access, sanitary sewer, and storm drainage for approval. doc: Conditions * *continued on next page ** D03 -144 Printed: 08 -06 -2004 Signature: Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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 regulating construction or the performance of work. 0„-zi 37n41 7 D03 -144 Date: ordinances or local laws Printed: 08.06 -2004 Site Address: Tenant Name: Property Owners Name: % ger-OA) ('Co C 67 n T 5 G G Mailing Address: 42 Z7 / 46 /�c 7Z9,LJ Cit Name: Contact Person: E -Mail Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** j4o 5. 11A jh King Co Assessor's Tax No.: Z73 z 4 I 11920 Mailing Address: /44ZO SG ?4 S� E -Mail Address:. 2 j 7 - • ' 54: Coo" Company Name: �%!2 YO /V C'Gr?C ?llt L. c e Mailing Address: I4 ,6')< (4 7� 7 "off 'A* '7 et CjI7 C'ocHca 9 le Co Contractor Registration Number: 77 ' A1C4 0 / 3 D K Expiration Date: Z-1( — O * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance" ARCHITECT Of RECORD 'Ad plans must be wet stamped by Architect of Record • Company Name: /."*"4/f/PL C/2 ,„-5 -r/Tec 7 S Building Permit No. Mechanical Permit No. Public Works Permit No.' ( (For office use only) Suite Number: Floor: New Tenant: fl .... Yes ..No CeL4 ?OW'S 7 State Zip Day Telephone: 4Z5 255 6 5 /F /cJ'etJC>fs7c. 6€)9 9"659 City State Zip Fax Number: 4/25 0 0'1 City State Zip Day Telephone: �� 4 7 e5 2.5-5 654 Fax Number: Z55 96' 2 `l Mailing Address: (43 t 1 SG' (6 S – t e Se•& tie 444 p City State , Zip Contact Person K Day Telephone: 425 �4 / / 5 3Z0 E -Mail Address: Fax Number: "( 3 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: �. 6rR .-ita coe 7 C' 7 Mailing Address: Contact Person: E -Mail Address: lapplicationslpennit application (1.2003) 1/2003 (4'3(/ sc /6 S-f / // �✓vP Page 1 City 6t)q State 7' Zip Day Telephone: //2'5 i41 53 eO Fax Number: / 2 6e/el 53/2 .....'�: �..� .' RMA .0N 206 -431 -3670 Valu A P • toy's bid price): $__ Existing Building Valuation: $ Scope of Work (please provide detailed information): / S e -4 l 444, r 1PP S( ce Will there be new rack storage? 0... Yes ❑ .. No If "yes ", sec Handout No. for requirements. appliationr \permit application (1-2003) 1/2003 Provide All Building Areas in Square Footage Below PLANNING DIVISION: tt � Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) (5 ( O For an Accessory dwelling, provide the following: ��77 Lot Area (sq ft): Floor area of principal dwelling: 2.C) 2h. Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑...Yes j -.. No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ ..Sprinklers (...Automatic Fire Alarm •...None ❑ .. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes tt..No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. UTILITY DISTRICTS: Note: If the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water -... City of Tukwila Water District ❑ .. Water District 1 0... Highline Water District ❑...City of Renton Water District Sewer R.. City of Tukwila Sewer District 0 .. Val Vue Sewer District ❑...City of Renton Sewer District Q... City of Seattle Sewer District .. Septic System (If property is served by a septic system, 2 copies of approved septic design from King County Health Department must be submitted at the time of permit application) Page 2 Existing Interior Remodel Addition to Existing Structure ar t' r ..: New Type of , Cphstirtiction - . per U$C ' ' Type of Ojcupancy per I UBC- 1" Floor t f l- 2" Floor - 3 q �� 1 a Floor Floors thru Basement Accessory Structure* Attached Garage �r co � Detached Garage Attached Carport Detached. Carport Covered Deck 9 Uncovered Deck RMA .0N 206 -431 -3670 Valu A P • toy's bid price): $__ Existing Building Valuation: $ Scope of Work (please provide detailed information): / S e -4 l 444, r 1PP S( ce Will there be new rack storage? 0... Yes ❑ .. No If "yes ", sec Handout No. for requirements. appliationr \permit application (1-2003) 1/2003 Provide All Building Areas in Square Footage Below PLANNING DIVISION: tt � Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) (5 ( O For an Accessory dwelling, provide the following: ��77 Lot Area (sq ft): Floor area of principal dwelling: 2.C) 2h. Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑...Yes j -.. No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ ..Sprinklers (...Automatic Fire Alarm •...None ❑ .. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes tt..No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. UTILITY DISTRICTS: Note: If the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water -... City of Tukwila Water District ❑ .. Water District 1 0... Highline Water District ❑...City of Renton Water District Sewer R.. City of Tukwila Sewer District 0 .. Val Vue Sewer District ❑...City of Renton Sewer District Q... City of Seattle Sewer District .. Septic System (If property is served by a septic system, 2 copies of approved septic design from King County Health Department must be submitted at the time of permit application) Page 2 PUBLIC WORKS .PERMIT I I1 = 206- 433 -0179 Scope of Work (please provide detailed information): c> 5 F' <-')<(, u g � a 1-e r SCrci r CQ c, J (,G(..e, r., u-eC --cam 5 r 5 y -fe Cokutec4 -!-" 5-40 v - v, Street Use: ❑ .. Street Use Monthly Service Billing to: Name: Mailing Address: Mailing Address: Water Meter Refund /Billing: Name: �7a144.CJ lapplicationaipcnnit application (1 -2003) 1 ,2003 Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑... Channelization /Striping Lapd Altering and /or Hauling: . Land Altering: Ez...Cut .$4e) cubic yards SW/in Drainage: Storm Drainage ❑...Flood Control Zone Sever Information: ' .. City of Tukwila Sewer District 0.. Val Vue Sewer District . Sanitary Side Sewer ❑ .. Sewer Main Extension r7'QoiJ Co &Ce /2 5 LC. Po >e (4 , Water ... ® Sewer ...J Call before you Dig: 1- 800 - 424 -5555 Curb cut /Access /Sidewalk Page 3 ...Fill cubic yards ❑...City of Renton Sewer District ❑ .. Private ❑ .. Public Size(s): Size(s): ❑ .. Fire Loop/Hydrant (main to vault) #: Size(s): . Landscaping Irrigation ®.. Miscellaneous: U S Q eSL 1 5 -- Ac f dot - te - Se r U t eo C4.4.4- w(@ k r Day Telephone: leo,,t{ti tti Cit Sewage Treatment ❑ Day Telephone: City ❑ .. Hauling i, i 411%1„ ❑ ..City of Seattle Sewer District Woe:. Information: '.. City of Tukwila Water District 0.. Water District #125 0... Highline Water District ❑...City of Renton Water District ❑ .. Water Main Extension ❑ .. Private ❑ ...Public ❑ .. Water Meter/Exempt: Size(s): ❑ .. Deduct 0... Water Only ❑ .. Water Meter Permanent #: ❑ .. Water Meter Temporary #: ❑ .. Est. Quantity: gallons mil' a55 C5 4f State Fire Line .... ❑ 9,657 Zip State Zip Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Fumace<100K BTU i Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent 1 Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind [ECIIANICAL PERMIT INFORMATION 2067431-3670 MECHANICAL CONTRACTOR INFORMATION PP le 5 l -e? /2 a 2 2. ?Y 4' Company Name: Mailing Address: Contact Person: E -Mail Address: Use: Residential: Commercial: Fuel Type: Signature: //t"--( Print Name: % a� Date Application Accepted: \applications \permit application (1-2003) 1/2003 City Slate Zip c t J 2 e s o - Day Telephone: 4 rie 0? e7 Fax Number: 425 8 8e `t 7 Contractor Registration Number: P P5 (4 EA (3 3 DA Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ 4Z c2. ' Scope of Work (plea le provide detailed information): Tk s \L._ k:kecA A.. 4 S v5 t.c/'- et (.4d, ' r (lee, . New .... Replacement .... ❑ New ....❑ Replacement ....❑ Electric ❑ Gas ..... Other: Indicate type of mechanical work being installed and the quantity below: Mailing Address: / 4 q t? a'et '3f' if er (A — Fro 34' Page 4 • PERMIT APPLICATION NOTES - Applicable to all permits; in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire 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. 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. BUILDING OWNER OR AUTHORIZED AGENT: Date Application Expires: /1 — i 6.7— 6 tt,�t�RyiPJSy1.�Gfx Date: S—t e(-0 Day Telephone: 'Z5 2 55 65 // City State Zip Staff Initials: Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 8733000041 5405 S 149 LN TUKW JUNCTION WEST - LOT 1 R04 -01021. SKS 1165 Payee: TYRON CONCEPTS LLC TRANSACTION LIST: Type Method Description Payment Check 3354 RD Pmts Re -Dist BUILDING - RES PLAN CHECK - NONRES PLAN CHECK - RES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE RECEIPT Account Code 000/322.100 000/345.830 000/345.830 000/342.400 000/342.400 000/345.830 000/386.904 Permit Number: Status: Applied Date: Issue Date: Amount 1,738.15 .00 Current Pmts 1,548.15 - 1,006.30 1,006.30 23.50 81.00 81.00 4.50 Total: 1,738.15 D03 -144 APPROVED 05/14/2003 Payment Amount: 1,738.15 Payment Date: 08/06/2004 09:59 AM Balance: $0.00 \ ao' 3608 08/06 9716 TOTAL 2022.05 Printed: 08 -06 -2004 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: TRANSACTION LIST: Type Method ACCOUNT ITEM LIST: Description doc: Receipt Payment RD Pmts City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 8733000041 5405 S 149 LN TUKW JUNCTION WEST - LOT 1 R04 -01021 SKS 1165 TYRON CONCEPTS LLC Check 3354 Re -Dist BUILDING - RES PLAN CHECK - NONRES PLAN CHECK - RES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE Description RECEIPT 000/322.100 000/345.830 000/345.830 000/342.400 000/342.400 000/345.830 000/386.904 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 1,738.15 .00 Account Code Current Pmts 1,548.15 - 1,006.30 1,006.30 23.50 81.00 81.00 4.50 Total: 1,738.15 D03 -144 APPROVED 05/14/2003 1,738.15 08/06/2004 09:59 AM $0.00 Printed: 08 -06 -2004 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: TRANSACTION LIST: Type Method ACCOUNT ITEM LIST: Description doc: Receipt Payment City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 8733000041 14920 MACADAM RD S TUKW )UNCTION WEST - LOT 1 R03 -00592 SKS 1165 TRYON CONCEPTS Check 3041 PLAN CHECK - NONRES PW BASE APPLICATION FEE Description RECEIPT Account Code 000/345.830 000/322.100 Permit Number: Status: Applied Date: Issue Date: Payment Amount: 1,256.30 Payment Date: 05/14/2003 10:13 AM Balance: $1,552.65 Amount 1,256.30 Current Pmts 1,006.30 250.00 Total: 1,256.30 D03 -144 PENDING 05/14/2003 8670 05/15 971 TOTAL 1256.30 Printed: 05 -14 -2003 Proj• t: //,, /l .,•-., Type of Inspection: ' Address: Date Date Caile -/ & - C Special Instructions: Date Wanted: ..p.,a.m. Reque's er: Phone -70& -? -� �' U ! C INSPECTION RECORD Retain a copy v►»ith permit INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 `J`''Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspec f: IDate: $ .00 REINSPECTION FEE REQUIRED. 'Prior to inspection, fee must be aid at 6300 Southcenter B d., Suite 100. Call to sechedule reinspection. elpt No.: ■ / Date: Pro' t: e ? /ild 7 a /AJk5 7 Type of Inspection: (1 %, %,v • Address: yo5 S, /41q 1 T .2. Date Called: --I � - 5- /5- v Special Instructions: Date Wanted: _.,_, — /6 — ©5 (a.m.. V.m. Requester D Phone No: COMMENTS: Inspecto eipt No.: 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER (206)431 -3670 4 "54412proved per applicable codes. JJ Corrections required prior to approval. Date: 5 — /b OS 5 .00 REINSPECTION FEE EQUIq . Prior to inspection, fee must be : id at 6300 Southcenter Blv Suite 100. Call to sechedule reinspection. Date: Prjt: - J2/4J(' 74 /LI AF S -/ Type of Inspection: F/ oz) e ,..LNS_ . Address: _. ca9. — c. /4 rLN Date Called: 5 - /3- c> 5 Special Instructions: Date Wanted: 5 --- / 6 —0y . a.m. p.m. Requester: ..DOA./ Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ' per applicable codes. Corrections required prior to approval. COMMENTS: Date: PER (20 • )431 -3670 .00 REINSPECTION EE REQUIR • b . Prior to inspection, fee must be p• d at 6300 Southcenter Blvd., Suj e 100. Call to sechedule reinspection. pt No.: 7Date: Proje t: a C il r l tl1rSt -Lf 1 Type of Ins ection: re 1 ate Address: $ )' /9 i-j Date Called: 0. 1 i - 3 /05 Special Instructions: Date Wanted: 1)//610:2 a.m. p.m. Reques rte: . [.�r l /4 CSIn p___z_v-q-c, Phone No: .O( 06 R7 c)9 COMMENTS: 5 /Ac c 1 6// o ‹ -- A.4,-- p___z_v-q-c, (10 c 41111/ L4rA,IN 571 7 c ,$ S Gum -f A/ ( j.:711_1(45 4.A--J cl -a-cA .� Cfic./.< LA,„ Gir-k4A h()) Cc L 555 63) INSPECTION NO. Inspector: INSPECTION RECORD Retain a copy with permit Lpoz 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. Date: / /0 ri S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: Type of Inspection: 5 5 vier Address: I05 5 I , f q Lr) Date Called: 2 -14- 05 Special Instructions: Date Wanted: Z- )5 sQ5 a.r� m ., '21/ 5/C6 Cl .# -6 Kl t f A- S 2 � jz:die_oje,1 ( ( it - co 440 4 v K.- oiM, 1:2A c S vt 6 Project: 7b� �unc nor) Type of Inspection: 5 5 vier Address: I05 5 I , f q Lr) Date Called: 2 -14- 05 Special Instructions: Date Wanted: Z- )5 sQ5 a.r� m ., Requester: Don Tr Phone No: 206_355 5 kv) � J 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. Receipt No.: Date: 1) 03-144 El Corrections required prior to approval. t $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. C COMMENTS: Type of Inspection: Addr v 5 4o5 S 1 L1C-I ,S6.1t4 Date Called: Date Wanted: if c/C-W a.m. X f p.m. Special Instructions: t/5 c-* wslh k0 0 . S. i Lc -QAate � /1.411va N , kJ, , • lr t o s t - 9 t N Q . v . . ) e i . ( j `tL4 L LS _1.k...v -- :/) QA..._.... "`" La .At C / L .J ` ._. : k r< <_ ( LL +A_ • , Q Project Type of Inspection: Addr v 5 4o5 S 1 L1C-I ,S6.1t4 Date Called: Date Wanted: if c/C-W a.m. X f p.m. Special Instructions: Requester: -.3 , / Phone No: U s �� INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. El Approved per applicable codes. Corrections required prior to approval. 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: Pr jet �� .- , 4 //C i 7 6)1 M` Toe of , I $gehion: 1 tt 411 74 Ad e s t/� /agAZatie �r / / . , (1C/ Date Called: tZc /n&/ Date Wanted: / 1 i7 /(f a.rn.. Spe Ilstructions: . Requester: Do, Phone G( 0 ( 0 35.5 - 8' 09 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98i 88 (206)431 -3670 A p p roved per applicable c odes. 0 Corrections required prior to approval. COMMENTS: INSPECTION RECORD Retain a copy with permit D03-/41- Inspector:r- j (} Receipt No.: Date: i I - i O L/ � 7 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.,'.Suite 100. Call to schedule reinspection. Date: Prujec 4 ) Type of )n tion: 0 � 6 Address: 041 Date Called: i t Special Instructions: Date Wanted: E . U. icI Ql � Requester: 12o Phone No ■\) v a , 1 S f_o5l 3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: INSPECTION RECORD Retain a copy with permit nsd ctor: Re eipt No.: Date: Jj 2 . 6)431 -3670 • $4 .00 REINSPECTION EE REQUIRED. • nor to inspection, fee must be p. d at 6300 Southcent-r Blvd., Suite 100. Call to schedule reinspection. Date: Pr ect: .n# a—te4 Type of Inspection: i, / q ( ( Date Calle + i,k Address' ill It L/ Special Inst • ctions: Date Wanted: i fLi t ( Dq . , • P.m. Requester: Ph n N No ' - � � � X 55 ''— (9 510 ►z INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Inspector: j 'Receipt No.: INSPECTION RECORD Retain a copy with permit Date: PERMIT (206)431 -3670 114 Approved per applicable codes. ® Corrections required prior to approval. Date: { L)- 09,_1 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Pro ct: rr� (/L�'i C ?� 7/j 1.{1 �,�ra . -- 1 Type of In section: '/ `'film- -trt ress. 1 Li Date Calied. Specictions: 0 144.1 Date Wante �� /L mar p.m. Requester: Vbil Phone No: ( 6c255 Le5a INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. COMMENTS: 0 >r it e f -A 1 6 " I`Q t Corrections required prior to approval. Inspector-:'' n 9 ` 3 tsculi Date: L� oil El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pro t: 7 1 / �,A./. fIc,� -1- T$je o Jnspection: I - )1(11 r if t t e 1 / /(IV - 1 Date Called: / �]] I �� f �'• / I / ( j z T fi r-• Ad C 5 "10 Special Instructions: 1 -6 1 ` l Date Wanted: �, ' i r Y i/ U r a.m.. p.m. Requester: j� L- ll Phone No: -06 -55 -g ( 100 INSPECTION RECORD I DO 2) Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, .WA 98188 Approved per applicable codes. COMMENTS: Inspectors `) M 7 Li -Ini — �L , r N y (206)431 -3670 2 - Corrections required prior to approval. _ter 1� f?ii-.' v'Y'i l Date: ()Li, LI S47.00 REINSPECTION FEE REQUIRE. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Sultei100. Call to schedule reinspection. Receipt No.: 1Date: Proje t: , .....)(10C . 4 Iran ( (.1.) ° `5A \ Type of In p fction: L'(L1ztin Address: S - 16c So . ) 1 -1 C l L Date Called: 1 IO 9 no "I Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 M Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: INSPECTION RECORD Retain a copy with permit 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.: (206)431 -3670 Date: ' ')C ` 0 Li Date: Pri'ect: Type of Insp• ion: . *dress: Date Called. Specia In ructions: �y� 1/ Date Wanted: / D[9-1 q� 0 1 /fie p.m. Requester r--� Phpne No. \\ i INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. 1 required prior to approval. COMMENTS: INSPECTION RECORD Retain a copy with permit I.) c owNe .1 w\•' rI — , W, Receipt No.: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: PER (206)431 -3670 a P oject: J ` Ty of Ins • ection: A /d /. Add res : Ilall ,, Date ailed: i 0 Special Instructiofis: Date Wanted: / ° I a.m p.m. Requeste :.‘ -7„„ P one No. 20tel 5. — g 90q 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 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 2 Prd'ect: tet�(rf. OA (4 ! Typ of Inspe tion: -a 6 4,4�.CP#4 fi(;04 A • es • ... Date Called: Special nstructions: Date Wanted: �_ rr ' I t7 /( / • rn . Request�, J bL r T riff) Phone No: _S'.5-1•(4909 C 2-0,0 5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector' Receipt No.: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 0 _ 02 1 Date: PERMiT • (21 6)431 -3670 P oject: (7c�1 ,� �} (/(�..�11� J 1 J Type .f Inspection: ' / %r J l L i Da e Cal e:" ! !) 0 [ 1 ddress: , / e LA Special Ins ructio Wanted: / ( J Date J "��(�' —1 m p. m. Requester :t, I d I P � 6 �U /4� 355--- 9`I INSPECTION RECORD Retain a copy with permit INSPECTION NO. ERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 431 -3670 Approved per applicable codes. COMMENTS: C o wl 0 1.04. Ej Corrections required prior to approval. Date: ID a $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: Pr ject: (tit < " h , , / a fi ,_. / Type of Inspection: t-i-ra..r pl. 1 .1 7 A dress: a , c • / gr 4411, Date Called: 94 3 k,., Vim. Special lnstru /�65. , b /Date Wanted: 9 4 Requester: Phone No: r LOG INSPECT • N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: INSPECTION RECORD Retain a copy with permit aRaulL SPACE - 141 (206)431 -670 Approved per applicable codes. Ei Corrections required prior to approval. &LA:1 j — / 5 a $47 0 REINSPECTION FEE R UIRED.,Prior o inspection, fee must/�.�e p d at 6300 Southcenter Blvd., Suite 100. II to schedule reinspection. J Rcefpt No.: ( ProJe.: , (�� Type of Inspection: , ' S 114 P W Add Date Called: a d Special Instructions: 1■<-,t ( Date Wanted: a.m. 1 / p.m. Requester: � 0 �1 1 yo0 Phone No: 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. Corrections required prior to approval. COMMENTS: OK- 4,o Inspector: It Date: p0 -101 '1 4-krux4P Date:/ {ICS. 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.: Project: Sf — 10 f Type of Inspection: ;� in d r CYti(Y) A e s: — 01 119 kr Date ailed: Di /oa /0(1 _,_, Special Instructions: a r . Q -rte • Date Wanted: / CVO 4,m„ p.m. Requeste • > )1 I( 6. , r - ) Phone 0 - 3.1.3 _ b /U ✓ COMMENTS: • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit Date: PER 206)431 -3670 pproved per applicable codes. Corrections required prior to approval. 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.: COMMENTS: Type of Inspection: Ad ress: P S 1V9 4i1 Date Called: o iloa 1 ay ,.-,- Special Instructions: f a r rn . Date Wanted: / 0 - 2/0 V (a.m. p:m: Requeste' % _ Phone No: ?o( 3. C li7A- ) l l ' &'.' ..J . ..FYI -4' i. C' ...M 1 t ,n'{21• # R;: ... c ; ' I. , a1,.. a • 1J , r' , • (. .1-4.---i t 1 i °: $ . u 4 sir t - r `t. a, i y .. „, 1 Proje t: // Type of Inspection: Ad ress: P S 1V9 4i1 Date Called: o iloa 1 ay ,.-,- Special Instructions: f a r rn . Date Wanted: / 0 - 2/0 V (a.m. p:m: Requeste' % _ Phone No: ?o( 3. INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION 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. Inspector: Cw Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: C`14).r1 to : Typ- •f- Inspection: u.. , �' r _ _d x '171 ress: S O D c • ) G Date Called: Special Instructions: )\ 424 ,fir Date Wanted: �a;m. Reques a i T C% - Z' 3 /1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Ap . ved per applicable codes. COMMENTS: Date: PER (206)431 -3670 Corrections required prior to approval. lnsp to . 7.00 REINSPECTION FEE aid at 6300 Southcenter Blv Receipt No.: EQUIRED. Prio to inspection, fee must be , Suite 100. Call to schedule reinspection. Date: Pre ect: �' of Inspec ion: --- r/ , It •:t re A . . : • s : J. D or `" g Da e Called: I or ' Special Instructions: Roa) ' Date Wanted: i s 0/1 .m. R equester: D oi1 I rit-tk, Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. El Corrections required prior to approval. CO ENTS: 4 .00 REINSPECTION EE REQUIRED. Prior o inspection, fee mus be id at 6300 Southcenter Blvd., Suite 100. Cal to schedule reinspection. Date: Receipt No.: INSPECTION RECORD Retain a copy with permit A wlA 7 (206)431 -3670 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 7;--- tt :54.6py - c..n -ic'r flee kcj u p AS CONSTRUCTED 15° NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Nst Kappier Arc P .S. Job No. 03043.01 VERSION 0745.1 INCLUDES 3 STORY Lateral Analysis for: LATERAL DESIGN PER 1997 UBC SITE CRITERIA WIND EXPOSURE WIND SPEED IN MPH EARTHQUAKE ZONE SOILS TYPE WEIGHT ADDITIONAL SURCHARGED LOAD (ie.snow) CONSTRUCTION CRITERIA BUILDING FOOTPRINT ROOF PITCH (over the majority of the upper roof) BUILDING GROUND FLOOR FOOTPRINT AREA (for rho factor) UPPER FLOOR SF, PLATE HT. MAIN FLOOR SF, PLATE HT. LOWER FLOOR SF, PLATE HT. OTHER SF, LONG / SHORT WALL WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION APPROVED JUL 2 8 7004 (0/. City Of 7ukwilil BUILDING DfV15ION 0304301 1997 -18 Lateral analysis worksheet) .xls Date 3/31/2003 In awlwI PIMIIrvu. 97271,70 Customized for Tryon Concepts Plan 97211.10 Junction West Lot 1 Tukwila, WA. 1 ,,\ 241E6980 i ftWmss. SF SF SF SF SAIL AREA PLF FOR PERIMETER OF BUILDING UPPER FLOOR WALLS & ROOF (Roof + 1/2 Upper Floor) MAINE • • : LLS (1/2 Upper Floor +1 /2 Main Floor) REVIEWEDEPOI POR LLS #NIA CODE COMPLIANCE 0 HER (Roof+ 1/2 Floor) KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 FILE COPY Note: For portions described in these calculations only. See drawing sheets SD -1 and SD -2 for all details, schedules and S -1,S -2 etc.. Forn shear wall locations. Calulations are for pneumatically driven nails @ .113 shank dia. DESIGN CRITERIA AND BUILDING DESIGN PARAMETERS Long Wall 418 O. C .,4. S. > r! INER STATE OF WASHINGTON "B" Default 80 MPH Default 3 Default (sd) Default (table 16 0) 0 PSF Default 75 % Reduction Short Wall /12 SF FT FT FT NOT VALID UNLESS "WET STAMPED" Short Wall ` d O 4 .:4's1 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default 32 RECEIVED CITY OF TUKWILA- MAY 1 4 2003 D oi -144 4/3/2003 PAGE 1 WALL HEIGHT Ce Cq qs Iw 0 0.00 0 -15' P= 0.62 1.3 16.40 1 13.22 PSF 20' P= 0.67 1.3 16.40 1 14.28 PSF 25' P= 0.72 1.3 16.40 1 15.35 PSF 30' P= 0.76 1.3 16.40 1 16.20 PSF 15.35 169 13.22 122 0.00 0 0.00 0 REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability/Redundancy Factor: P = 2 - ( 20 / ( r max ((sq. root of AB))) VALUE USED where: As Ground floor area of structure AB r max = Max element - story shear ratio square root rmax= ri /story shear r i = element story shear x Iw (10 / Iw) element shear Iw (LENGTH) r = - °';fr =::265; °ti+. ?; P= VALUE USED Ce = Cq = qs = Iw = r I story shear r max = I 2690 1 9511 0.00 I DESIGN CRITERIA FOR WIND ANALYSIS WIND PER SECTION 1618 DESIGN PRESSURE: P = (Ce) (Cq) (qs) (Iw) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure Iw = Importance Factor 0.62 1.30 16.40 1 WIND EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (1w) 0304301 1997 -18 Lateral analysis worksheetl.xls therefore use P= WIND FORCE TRIB.HEIGTH (P) Roof (Upper walls) 11.0 (P) Upper Floor (Main walls) 9.3 #N /A 0.0 #N /A 0.0 KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 Min = 1.0 Max =1.5 EXPOSURE 0.62 Default for B exposure METHOD 2 1.3 Default for projected area method WIND SPEED 16.4 Default for 80 MPH PSF 1245 35 26901 0.28 PLF SF #FT #FT # FT # FT 4/3/2003 PAGE 2 (P) Roof (Upper walls) 12 980 SF 11760 ADDITIONAL LOAD 0 980 SF 0 S / S EX. WALLS 10 115 8 9200 F / B EX. WALLS 10 64 8 5120 INTER. WALLS 8 89.5 8 5728 Roof (Upper walls) 31808 18.5 588448 588448 0.6324 6015 Upper Floor (Main walls) 36001 9.5 342009.5 930457.5 0.3676 3496 #N /A 0 0 0 930457.5 0.0000 0 (P) Upper Floor (Main walls) 15 980 SF 14700 S / S EX. WALLS 10 115 8.5 9775 F / B EX. WALLS 10 64 8.5 5440 INTER. WALLS 8 89.5 8.5 6086 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEARWALLS 36001 #N /A 15 0 SF 0 S / S EX. WALLS 10 115 0 0 F / B EX. WALLS 10 64 0 0 INTER. WALLS 8 89.5 0 0 #N/A 0 #N /A 12 0 SF 0 ADDITIONAL LOAD 0 0 SF 0 S / S EX. WALLS 10 0 10 0 F / B EX. WALLS 10 0 10 0 *N/A 0 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1630 BASE SHEAR: Vb= (3.0xCa /R)W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load DEAD LOADS STORY SHEAR VALUE USED = R= Ca = Rw= Rw= BUILDING LOADING 0.3 5.5 0.36 5.5 4.5 TOTAL ROOF WEIGHT ON UPPER SHEARWALLS BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W 0304301 1997 -18 Lateral analysis worksheet) .xis 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls r PSFI LONG WALL ISHORT WALLS WEIGHT] TOTAL WEIGHT W= TOTAL FLOOR FORCE: Vi= KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 318081# 678091 Wi hi (Plate Ht.) Wi x hi sum Hi x hi Wihi 1518905.5 *load reduced by half due to plan configuration of front wall being concrete BASE SHEAR: Vb= 0,1964 67809 13315 VN]RKING STRESS 1AOOD DESIGN 1.4 I 9511 `# Not included in total Wihi / sum Vi 9511 I# 4/3/2003 PAGE 3 SEISMIC EQUALENT UNIFORM LOADING F =V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON SEISMIC FORCE (F) Roof (Upper walls) (F) Upper Floor (Main walls) #N /A #N /A 152 145 0 0 CHECK TOP CHORD M= T =C= 2 -2X4 10.5'`'; '60330. 2 -2X6 16.5 ¢`;`38392 16d 108 1.33 #FT #FT #FT #FT 0304301 1997 -18 Lateral analysis worksheetl.xls SEISMIC FORCE Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS © 169 *FT SEISMIC GOVERNS @ 314 *FT #N /A @ #N /A *FT NOTE: DUE TO THE SLOPED ROOF CONFIGURATION, THE UPPER LOADS WILL BE REDUCED AT THE OUTER GRIDS (SLOPED ENDS ONLY) BY UP TO 40% TO COMPENSATE FOR THE REDUCTION IN SAIL AREA; SEE LOAD REDUCTION( %). THE LOAD WILL NOT BE REDUCED FURTHER THAN THE SEISMIC LOADING. IMSEIMESEM ROOF DIAPHRAM 20270971 633468 ALOW.Ft= 144 # /NAIL SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 550 1.331 7321# /BOLT MIN BOLT SPACING ; ' ;;, 4:5! FT O.C. 5/8" DIA. AB 790 1.33 1051 �# /BOLT MIN BOLT SPACING FT O.C. 5861 #FT KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 682897.25 9511 (F) Roof (Upper walls) 152 # FT (F) Upper Floor (Main walls) 145 # FT #N /A 0 # FT #N /A 0 # FT WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) #N /A #N /A 4410 NAILS Not included in total 169 122 0 0 #FT #FT #FT #FT 525 1.331 69810K 4/3/2003 PAGE 4 V W h Wh F Roof (Upper walls) 9511 31808 11 349888 4873 Upper Floor Main walls) 9511 36001 9.25 333009,25 4638 #NIA 9511 0 0 0 0 #N /A 9511 0 0 0 0 SEISMIC EQUALENT UNIFORM LOADING F =V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON SEISMIC FORCE (F) Roof (Upper walls) (F) Upper Floor (Main walls) #N /A #N /A 152 145 0 0 CHECK TOP CHORD M= T =C= 2 -2X4 10.5'`'; '60330. 2 -2X6 16.5 ¢`;`38392 16d 108 1.33 #FT #FT #FT #FT 0304301 1997 -18 Lateral analysis worksheetl.xls SEISMIC FORCE Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS © 169 *FT SEISMIC GOVERNS @ 314 *FT #N /A @ #N /A *FT NOTE: DUE TO THE SLOPED ROOF CONFIGURATION, THE UPPER LOADS WILL BE REDUCED AT THE OUTER GRIDS (SLOPED ENDS ONLY) BY UP TO 40% TO COMPENSATE FOR THE REDUCTION IN SAIL AREA; SEE LOAD REDUCTION( %). THE LOAD WILL NOT BE REDUCED FURTHER THAN THE SEISMIC LOADING. IMSEIMESEM ROOF DIAPHRAM 20270971 633468 ALOW.Ft= 144 # /NAIL SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 550 1.331 7321# /BOLT MIN BOLT SPACING ; ' ;;, 4:5! FT O.C. 5/8" DIA. AB 790 1.33 1051 �# /BOLT MIN BOLT SPACING FT O.C. 5861 #FT KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 682897.25 9511 (F) Roof (Upper walls) 152 # FT (F) Upper Floor (Main walls) 145 # FT #N /A 0 # FT #N /A 0 # FT WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) #N /A #N /A 4410 NAILS Not included in total 169 122 0 0 #FT #FT #FT #FT 525 1.331 69810K 4/3/2003 PAGE 4 I #N /A 16 0 3 0 0 0 0 0 0 0 #N /A `tf;5 MIN BOT PLATE NAILING #N /A INC O.C. Mo= WaII(DL) Roof (DL) Mr= T =C 1EQUIRED #N /A 2494 #N /A 0 #N /A 0 #N /A 0 #N /A WaII(DL) MIN BOT PLATE NAILING #N /A INC O.C. 0 240 0 0 0 0 0 0 0 Roof (DL) 0 2640 0 0 0 0 0 0 0 0 0 0 0 1920 0 0 0 0 0 #NIA #NIA NIA #N /A #N /A 191 #N /A #NIA #N /A #N /A #N /A #N /A #N /A 1EQUIRED #N /A NA . #N /A #DIV /01 #N /A #DIV /0I I 16 — 23 3 0 0 0 0 0 0 104 14%,4131.8.11 Mo= Mo= WaII(DL) Roof (DL) Mr= T =C 1EQUIRED 19120 2494 #N /A 0 #NIA 0 #N /A 0 #N /A WaII(DL) MIN BOT PLATE NAILING #N /A INC O.C. 1840 240 14627 0 0 0 1359 0 #DIVI01 Roof (DL) CS16 -30 2640 1680 0 0 0 0 0 0 0 Mr= 0 34347 1920 0 0 0 #NIA T =C #N /A -662 191 #DIVIOI #NIA #DIV /01 #N /A #DIV10I #N /A MIN BOT PLATE NAILING 1EQUIRED NA . NA #DIV /01 #DIV /0I #DIV /01 17 INC O.C. I #N /A 2.75 0 8 0 0 0 Mo= Wall(DL) Roof (DL) Mr= T =C 1EQUIRED 0 5861 0 #NIA j4tiiiI #N/A* Mo= WaII(DL) Roof (DL) Mr= T =C 1EQUIRED #NIA 220 #N /A 640 #NIA 0 #N /A 0 #N /A 0 MIN BOT PLATE NAILING #N /A INC O.C. 202 0 14627 0 0 0 1359 0 #DIVI01 0 CS16 -30 0 NA 0 #DIV /01 0 0 0 0 0 0 0 0 #NIA #N /A #NIA #NIA #N /A #N /A MIA #NIA #NIA #NIA I 16 2.75 4 8 0 0 183 Iwit# P1-846441 Mo= Wall(DL) Roof (DL) Mr= T =C 1EQUIRED 4030 5861 11723 0 0 MIN BOT PLATE NAILING 9 INC O.C. 220 320 640 0 0 0 0 4845 0 0 202 427 14627 0 0 1392 1359 -363 #DIVI01 #DIV /0I CS16 -30 CS16 -30 NA #DIV /01 #DIV /01 #N /A 0 0 0 0 0 #NIA 10 41#N/A' I Mo= Wa1I(DL) Roof (DL) Mr= T =C tEQUIRED #N /A #N /A #NIA #N /A #N /A MIN BOT PLATE NAILING #NIA INC O.C. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 #N /A #N /A #N /A #N /A #N /A #N /A #NIA #N /A #N /A #N /A UPPER FLOOR SHEAR WALLS Loading from roof NOTE: WALL SEGMENTS SHOWN IN THE CALCUALTIONS ARE ONLY ENOUGH TO SUBSTANCIATE THE REQUIRED SHEAR WALLS APPLIED. RIGHT TO LEFT UPPER FLOOR Load Ht. UPPER FLOOR Load Ht. UPPER FLOOR Load Ht. J 0 0 UPPER FLOOR Load Ht. 169 8 2/3DL REACTION HOLDDOWNI 169 8 2/3DL REACTION HOLDDOWNI 169 8 2/3DL REACTION HOLDDOWN UPPER FLOOR Load 169 Ht. 8 2/3DL REACTION HOLDDOWN 169 8 2/3DL REACTION HOLDDOWN TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH 0304301 1997 -18 Lateral analysis worksheetl.xls a a a a WALL SEGMENTS b C b b b b C C C C d e e SHEAR V WALL TYPE 4/3/2003 Page 5, Upper Floor I 16 3.5 5.5 5.5 3 0 93 lo q P1.6;il n ) Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 2594 4076 4076 2223 0 MIN BOT PLATE NAILING 19 INC O.C. 280 440 440 240 0 726 990 1254 924 0 1173.67 2621.67 3105.67 1164.00 0.00 406 264 176 353 #DIV /01 NA NA NA NA #DIV /01 #N /A 0 0 0 0 0 Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED 0 0 #N /A 1 #i` `<#N/AEr'l Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED #N /A #NIA #N /A #N /A #N /A #NIA #N /A #NIA #NIA MIN BOT PLATE NAILING #NIA INC O.C. 0 0 46366.67 0 0.00 0 279 0 0 0 0 0 0 0 0 0 0 0 0.00 0.00 #N /A 0.00 #N /A 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #NIA #N /A #NIA #N /A #N /A , #N /A #NIA #N /A #N/A I #N /A 0 0 0 0 0 Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED 0 #N /A l'4 is #N/A? t!41 0 #NIA I 24tY Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED #NIA #N /A _ #N /A 0 #NIA 924 #NIA 0 #N /A 0 MIN BOT PLATE NAILING #N /A INC O.C. 46366.67 0 0.00 0 279 0 0 0 #DIV /01 0 NA 0 #DIV /0I 0 0.00 0 0 0 #N /A 0.00 #N /A 0.00 #N /A 0.00 #N /A 0.00 #N /A 0.00 #N /A #N /A #N /A #NIA #N /A #N /A #N /A #NIA #NIA #N /A l #N /A #N /A 0 0 0 0 0 Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED 0 #N /A l'4 is #N/A? t!41 Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED #N /A 0 #N /A #N /A _ #N /A 0 #N /A 924 MIN BOT PLATE NAILING #N /A INC O.C. 0 0 0 0 46366.67 0 0.00 0 279 0 0 0 #DIV /01 0 NA 0 #DIV /0I 0.00 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A FRONT TO BACK UPPER FLOOR Load Reduced 101 Ht. 8 J UPPER FLOOR Load Ht. w W J w U UPPER FLOOR Load Ht. UPPER FLOOR Load Ht. S2 w � U UPPER FLOOR Load Ht. 2/3DL REACTION HOLDDOWN 169 8 2/3DL REACTION HOLDDOWN 169 8 o: 2/3DL U REACTION HOLDDOWN 169 8 2/3DL REACTION HOLDDOWN 169 8 C7 Ix 2/3DL REACTION HOLDDOWN I TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH 0304301 1997 -18 Lateral analysis worksheetl.xls a a a WALL SEGMENTS b c b b b b C C c d d e e d SHEAR V WALL TYPE d d e 4/3/2003 Page 6, Upper Floor 25 0 0 0 90 It 644P1410,44 MIN BOT PLATE NAILING 19 INC O.C. Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED 3602 18011 0 0 0 400 2000 0 0 0 924 3564 0 0 0 2206.67 46366.67 0.00 0.00 0.00 279 -1134 #DIV /01 #DIV /0I #DIV /01 NA NA #DIV /01 #DIV /0I #DIV /01 FRONT TO BACK UPPER FLOOR Load Reduced 101 Ht. 8 J UPPER FLOOR Load Ht. w W J w U UPPER FLOOR Load Ht. UPPER FLOOR Load Ht. S2 w � U UPPER FLOOR Load Ht. 2/3DL REACTION HOLDDOWN 169 8 2/3DL REACTION HOLDDOWN 169 8 o: 2/3DL U REACTION HOLDDOWN 169 8 2/3DL REACTION HOLDDOWN 169 8 C7 Ix 2/3DL REACTION HOLDDOWN I TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH 0304301 1997 -18 Lateral analysis worksheetl.xls a a a WALL SEGMENTS b c b b b b C C c d d e e d SHEAR V WALL TYPE d d e 4/3/2003 Page 6, Upper Floor i 15 20 7.75 0 4.25 0 272 I P1=4A LF 0 21943 0 109 P1.6 4,,-, Mo= Wall(DL) Roof (DL) U - Floor (DL) Mr= T =C tEQUIRED 18479 0 0 807.5 0 233.75 0 0 0 MIN BOT PLATE NAILING 16 INC O.C. 3400 1155 0 1080 0 270 0 6215 0 864 2042 0 0 0 1656 0 0 1872 0 0 MIN BOT PLATE NAILING 0 STHD 14 RJ 0 STHD 14 RJ STHD 14 RJ 0 28427 0 592 0 #DIV /01 0 #DIV /0I 0 -497 #DIV /01 NA #DIV /01 #DIV /0I #DIV /01 #DIV /01 #DIV /01 #DIV /01 NA #DIV /01 #DIV /0l #DIV /01 #DIV /01 21 9.5 7.75 2.75 4.25 0 272 I P1=4A LF Mo= 21943 17901 6352 9816 0 0 Wall(DL) 807.5 658.75 233.75 361.25 0 595 Other (DL) 1155 1155 1080 1080 0 270 Mr= 6215 4686 1204 2042 0 0 T =C 1656 1705 1872 1829 #DIV /01 MIN BOT PLATE NAILING IEQUIRED STHD 14 RJ NA STHD 14 RJ STHD 14 RJ #DIV /01 6 INC O.C. I 5 3.5 3.5 0 0 0 104 i.P1=mitil MIN BOT PLATE NAILING 17 INC O.C. Mo= Wall(DL) Roof (DL) U- Floor (DL) Mr= T =C tEQUIRED 3080 3080 0 0 0 595 595 0 0 0 270 270 0 0 0 0 0 0 0 0 1009 1009 0 0 0 592 592 #DIV /01 #DIV /0I #DIV /0I NA NA #DIV /0I #DIV /01 #DIV /01 MAIN FLOOR SHEAR WALLS Loading from roof and Upper Floor NOTE: WALL SEDIMENTS SHOWN IN THE CALCUALTIONS ARE ONLY ENOUGH TO SUBSTANCIATE THE REQUIRED SHEAR WALLS APPLIED. RIGHT TO LEFT MAIN FLOOR Load Ht. MAIN FLOOR Load Ht. MAIN FLOOR MAIN FLOOR Load Ht. z 0 c u- 145 8.5 2/30L REACTION HOLDDOWN I 314 8.5 2/3DL REACTION HOLDDOWN MAIN FLOOR TRIB.LENGTH Load 314 Ht. 8.5 Mo= J Wall(DL) Other (DL) 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED Load 314 Ht. 8.5 Mo= Wall(DL) O Other (DL) uu 2/3DL Mr= o REACTION T =C HOLDDOWN REQUIRED 145 8.5 2/3DL REACTION HOLDDOWN TRIB.LENGTH 0304301 1997 -18 Lateral analysis worksheetl.xls WALL SEGMENTS b C d SHEAR V WALL e TYPE TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH a a a b b b b C C 10 6 11.25 0 0 0 182 134t:P1.6;" .I 9277 510 840 2700 1096 HTT22 w/ I/TALLTHREAD 17395 956.25 4050 18773 -123 NA 0 0 0 0 #DIV /01 #DIV /0I 0 0 0 0 #DIV /01 #DIV /01 0 0 0 #DIV /0I #DIV /01 C C d d d 6 4 9145 340 1350 2253 1723 STHD 14 RJ 3 6859 255 630 885 1991 STHD 14 RJ 0 0 0 0 #DIV /01 0 0 0 0 #DIV /GI #DIV /01 #DIV /0I 0 0 0 0 #DIV /01 0 0 #DIVI01 269 14*P14Y*') d e e e MIN BOT PLATE NAILING 9 INC O.C. MIN BOT PLATE NAILING 6 INC O.C. 4/3/2003 Page 7, Main Floor I. 16 — 28.75 17913 25 0 0 0 73 .^ r r P149-'44' I Mo= Wall(DL) Roof (DL) U - Floor (DL) Mr= T =C 1EQUIRED 15577 0 i 0 0 MIN BOT PLATE NAILING 24 INC O.C. 4887.5 4250 0 0 0 4323 3828 0 0 0 982.5 870 0 0 0 97683 74567 0 0 0 -2775 -2360 #DIV /01 #DIV /01 #DIV /01 NA NA #DIV /0I #DIV10I #DIV /01 I #N /A 20 0 0 0 0 0 0 Mo= Wall(DL) Roof (DL) U- Floor (DL) Mr= T =C tEQUIRED 0 0 0 #NIA ovo #N/Asw t Mo= Wall(DL) Other (DL) Mr= T =C tEQUIRED #N /A 0 #N /A 3168 #N /A 0 #N /A 0 #N /A 0 MIN BOT PLATE NAILING #N /A INC O.C. 0 0 43787 0 0 0 0 0 #DIV /0I 0 #DIV /01 0 NA 0 #DIV /01 0 #DIV /01 0 0 0 0 0 0 0 #N /A #N /A #N /A #N /A #N /A #NIA #NIA _ #N /A #N /A _ #N /A #N /A 20 0 0 0 0 0 0 Mo= Wall(DL) Roof (DL) U- Floor (DL) Mr= T =C tEQUIRED 0 0 0 #N /A z #NIA & Mo= Wail(DL) Other (DL) Mr- T =C tEQUIRED #N /A 0 #N /A 3168 #N /A 0 #NIA 0 #N /A 0 MIN. LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN BOT PLATE NAILING #N /A INC O.C. 0 0 43787 0 0 0 0 0 #DIV /0I 0 #DIV /01 0 NA 0 #DIV /01 0 #DIV /01 0 0 0 0 0 0 0 #N /A #N /A #N /A #N /A #N /A #N /A #N /A _ #N /A _ #N /A _ #N /A #N /A 20 0 0 0 0 0 0 Mo= Wall(DL) Roof (DL) U- Floor (DL) Mr= T =C tEQUIRED 0 0 0 #N /A is 1MN/A� Mo= Wall(DL) Other (DL) Mr= T =C tEQUIRED #N /A 0 #N /A 3168 #N /A 0 #N /A 0 #N /A 0 MIN BOT PLATE NAILING #N /A INC O.C. 0 0 43787 0 0 0 0 0 #DIV /0I 0 #DIV /01 0 NA 0 #DIV /01 0 #DIV /01 0 0 0 0 0 0 0 #N /A #N /A #N /A #N /A #N /A #N /A #NIA #NIA I #N /A _ #N /A 16 20 0 0 0 0 0 0 251 I P14 11 MIN BOT PLATE NAILING 7 INC O.C. Mo= Wall(DL) Roof (DL) U- Floor (DL) Mr= T =C tEQUIRED 42675 0 0 3400 0 0 0 0. 3168 0 0 0 0 0 0 0 0 0 43787 0 0 0 0 -56 #DIV /0I #DIV /01 #DIV /01 #DIVIOI NA #DIV /01 #DIV /01 #DIVI01 #DIV /01 FRONT TO BACK MAIN FLOOR Load Reduced 246 Ht. 8.5 MAIN FLOOR Load 314 Ht. 8.5 wW J C.) w MAIN FLOOR Load Ht. w w U MAIN FLOOR Load Ht. C9 w D: U MAIN FLOOR Load Ht. S CD E2 2/3DL REACTION HOLDDOWN 2/3DL REACTION HOLDDOWN I 314 9 2/3DL REACTION HOLDDOWN I 314 8.5 2/3DL REACTION HOLDDOWN I 314 8.5 2/3DL REACTION HOLDDOWN TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH 0304301 1997 -18 Lateral analysis worksheetl.xls a a WALL SEGMENTS b c b b b b c c c d e e e e e SHEAR V WALL TYPE 4/3/2003 Page 8, Main Floor 10-01-2004 JIM HANFORD 21113AV SEATTLE WA 98121 RE: Permit No. D03 -141 6800 FORT DENT WY TUKW Dear Permit Holder: Thank you for your cooperation in this matter. Sincerely, Stefania Spencer, Permit Technician xe: Permit File No. D03 -141 Bob l3enedicto, Building Official City of Tukwila Department of Community Development Steven M. Mullet, Mayor Steve Lancaster, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and /or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Permit Center at 206 -43 1 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one - time extension up to.180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 11/21/2004, your permit will become null and void and any further work on the project will require a new permit and associated fees. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 THESE TRANSMISSIONS ARE (check as many as apply): For your approval Approved as submitted Resubmit with copies for approval For your use Approved as noted Submit copies for distribution As per your request Corrections noted Return corrected prints _ Signature(s) Your use & file Action noted below For review & comment(s) Other: Other: FOR BIDS DUE 20 PRINTS RETURNED TO US AFTER LOAN -� T REMARKS: / 7 Plerf1 has ,6cGg /"cv'iScc/ , /CGI/cc. 1 f/7 Gi7c/ - Ga?zc -J` C •v ' ,. / c%s ./ /o J`es, � � I /7 i 7`- C 0 ciew7 2 / k/est 5/447/'/ P/a .,,L CC: AUTHORIZED BY: Qv.'c/ Gt/. Ce..7scy Dated/Slgned SIGNATURE: �.,,?/ Z� / — WE ARE Preliminary Plans Red Other SENDING YOU Plat -lines THE FOLLOWING Plans (check as many as apply): Engineering Drawings Attached Letter(s) Copy(ies) of Letter(s) Mylars `' — Change Order Misc. — Under separate cover via Set(s) Dated/Slgned Sheet(s)/Set / C c72/ e)-- o 7 Descri ' lion G v /sce / S. 'fed P /a/ 3 C rtIOWA J „I 004 e ' V7 LAKERIDGE DEVELOPMENT, INC. P,O. BOX 146 RENTON, WA 98057 y —226 -C O L.' I I Z 2 ) 72324_ T PG/ )9/ 7 Co - e/4. c✓' O 8v/ /c1i y / j12.ar1 9cr✓7 6 7/ T ;,Z / LETTER Of JOB #: DATE: CE JOB # & NAME: ATTENTION: RE: La, . � Jhc Jvr,c7 o/l IF ENCLOSURES ARE NOT AS DESCRIBED, PLEASE NOTIFY US IMMEDIATELY. NK YOU c: \ce■genera !_office \forms\transmittal.doc 4!8102 a. tip. r».: i : 44:4,44,A 1. `r, February 12, 2004 Mr. Don Tryon 14420 SE 84 Street Newcastle, Washington 98059 RE: CORRECTION LETTER #1 Development Permit Application Number D03 -144 14920 Macadam Road South — Junction West — Lot 1 Dear Don: This letter is to inform you of corrections that must be addressed before your development permit(s) 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 and Fire Department. At this time, the Planning and Building Departments have no comments. Public Works Department: Dave McPherson, at 206 431 -2448, if you have any questions regarding the attached information. Fire Department: Al Metzler, Fire Prevention, at 206 575 -4404, if you have any Questions regarding the attached memo. 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 throuxh the mail or by a messen,eer service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, 2•use� Stefania'Spencer Permit Technician encl xc: File No. D03 -144 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206. 431 -3665 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -144 DATE: 07 -07 -04 PROJECT NAME: THE JUNCTION - LOT 1 SITE ADDRESS: 54'05 ' 14.4; Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # Revision #afteribefore permit is issued DEPARTMENTS: Building Division ❑ Fire Prevention ❑ Planning Division Public Works Structural ❑ Permit Coordinator Vim DETERMINAT N OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -08 -04 Complete Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RING: Please Route S tructural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08 -05 -04 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Documents/routing slIp.doc 2 -28.02 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Not Applicable ❑ DATE: ACTIVITY NUMBER: D03 -144 PROJECT NAME: JUNCTION WEST — LOT 1 DATE: 05 -14 -03 SITE ADDRESS: X Original Plan Submittal Response to Correction Letter # Revision # Permit 1s Issued Response to Incomplete Letter # DEPARTMENTS: C. 0.3 -03 BuiIthn' Division Public W r s d i Z edz 5, 03 Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Documents /routing slip.doc 2.28-02 t COORD COPY PLAN REVIEW /ROUTING SLIP 511 decaCG. q -(4 Fire Prevention [� Incomplete Permit Center Use Only CORRECTION LETTER MAILED: 0. Departments issued corrections: Bldg ❑ Fire te Ping ❑ PW PERMIT COORD COPY 844 kI,t.J z- lI..oc� Planning Division (� Permit Coordinator DUE DATE: 05 -15 -03 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route [Structural Review Required ❑ No further Review Required 0 REVIEWER'S INITIALS: DATE: DUE DATE: 06 -12 -03 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) g Notation: DATE: Staff Initials: • ��. isti. b:; i' Sk: c,. n...: rv:: iti: m. a: l.+ di: fuiuwrtiS,.. i::]: el: ntb;• .:..': : «Ld•�:•i3J:.�5.;..:i:us. ... i�nL: x::.:• aL :+.ii:!.::;ti.:.:::d,i::.:..:L: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 . �r Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, far, etc. Date: 7- 7 Plan Check/Permit Number: D0,3 -"/I7 Response to Incomplete Letter # rgi Response to Correction Letter # [] Revision # after Permit is Issued 0 Revision requested by a City Building Inspector or Plans Examiner Project Name: L c2'7 / the s J m /i o r! Project Address: 6 'Io- S gm LA) RECEIVED CITY OF TUKWILA JUL 0 7 2004 PERMIT CENTER Contact Person: /67 CosGy Phone Number: 2 Qa -ZZ7- 8/87 Summary of Revision: /< GviScab £'fG 1 /7 1 S'.?o / a / / 7 vice / C/ v // i �a�od��G�h /v r 7 a Cie7G c , 7' . Jv/, i ,7 kt/S y S/7 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: /1_4,0(4 E J Entered in Permits Plus on 08/06/03 ........�..:!..': ..,. x�,. i..',....... �...,,. �.... 1: a...•..+ a.., i:.. u:::"+.!:. i.% t:.• ax.'.. w�i;. ii.: i. t..+ i- :#..�:;:uir+— *:::ts.k.;.��t��,: ..i,...u. 20030212001846 www.rastio.com After re'cordiiig,,return., to: Tryon Coneepts'LLt P 0 Box 146`' Renton, WA 98057 INGRESS, EGRESS AND UTILITIES EASEMENT THIS INSTRUMENT made this' 7# day of T-e,beu A y y , 20Jby and between Arnold E. Scherler, ll, as Trustee of E. Scherler, II Revocable Living Trust, hereinafter Called "Grantor" and Tryon ConCet,t§_, LLC , hereinafter called "Grantee ": I 1 ),/ 9 WITNESSETH Rim (i0Z031ZOL/ • • That said Grantor for and in consideration 'of.Mutual,,onCft and/Or d%or oth "er valuable consideration of which is hereby acknowledged by said Grantor, do by these presents rant, bargain, sell, convey, and confirm forever unto the said Grantee, its successors and/or assigns, an easement for ingress, egress, and utilities with necessary appurtenances, over, through, under, across and upon the following described property situated in King County, Washington, more particularly described as follows The south half of that portion of Lot 12, Seattle Land Company's 5 Acre Tracts, according to the plat thereof recorded in Volume 6 of Plats, page 90, in King County, Washington, lying easterly of Macadam Road (former State Road) Said Easement described as follows The south 20 feet of the west 150 feet of the above described parcel This easement shall be a covenant running with the land forever and shall heirs, and assigns DATED THIS V\ day of , 2003 3\1\ A Wi STATE OF WASHINGTON COUNTY OF KING I, the undersigned, a Notary Public in and for the State 4f lL)0.. Jl,r 7k , hereby certify that on this •7 'H day of `7Ceb.ru yy' , 2002iersonally appeared before me lelf nnl d E. &h.( It./ 1L known to me and who executed the foregoing instrument and acknowledged that he signed the same for the uses and purposes therein mentioned - ! /+ DATED 2 ' Icd '1 lit , MY APPOINTMENT EXPIRES ID - 9 - 06 NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING ilt:n'kbn Said documents ► were filed for record by Commonwealth Land Title as accommodation only. It has not been examined as to proper execution or as to its effect upon title. EXCISE TAX NOT FEQUIRED t' o C04nt Fanoido Division Y I 1111 i ll - - y -- - - - - -- � �I �,. i 1" ! , n 200 30212001846 se of �11 ea 2� ;floe be binding on the Grantor's successors, g • . • • •-•'' •-• REGISTERED AS PROVIDED BY LAW AS. . CONST ,CONT GENERAL . ' . , ,j-,...•,..- ..::: , : - REGIST. it EXP. DATE •CCO1 . ' • TRYONCL013DH 02/11/2005 - - , EFFECTIVE 3 E DATE , Issued by DEPARTMENT OF , "..:71:;:,:. 03 /08/1999 ,: TRYON CONCEPT LLC . .: *.; RENTON WA 98057 Signature 7 -r PO BOX 146 0 LABOR AND INDUSTRIES ' ''. • . •.. • 17L w 6 • 0 (/) 0 CO ILI L -9 F fn w 0 2 g 7:1 u. I I— Z 0 Z • 111 uj • CI 0 O (12 o w I 0 - r -- 1 6 Z 0 0 11 Side Elevation 11 -_ • 11 Rear Elevation Side 11 11 f 1 iln $ ' In ft !Milk - MB 1 • #115.faigifflift. MMus, in SE8 918111140 � , :_.t, NM I go 011 $1 iiiIMMI5o$21150110" ingoff5IN Nintwitini S ittlea NM dal Junction West SEPARATE MOW REQUIRED POW Medwial of Plumbing Os Piping f WILDING DIVISION Customized for Tryon Concepts (C coPYRIOIiT LNPt ULSHED WORK +'! KAMER ARCHITECTS` Pa 97211.10 Lot 1 Upper Floor Plan N , I 1 I COPV Posit Ns. Alin Way approval Y tadiagt b more and Mobs the violation d d row adopted Ma a minima Illeallpt of approved Rena Cap and aandllions la admits** Tukwila, WA Oty al' 'Admit WILDING DIVISION SQUARE FOOTAGE MA IN FL OOR X SF UPPER FLOOR 980_ SF TOTAL 2022 SF GARAGE 406 SF DECK / PATIO 70 SF SGZ�: , RE cOOT.:GE 15 ME -:5URED TO T 4E OUTS +E FACE OF 57..4R5 ARE COU` "ED CNC: ON5. DPEN '0 3Ei_Otei :E5 4ND G4R4CsE5 ARE NOT INCLUDED IN CAL :UL A' ONS ooP RNITT UNPUI AIMED WON( KAPPLER ARCHITECT% PA. Garage y wdr Lautdc!" • Kitchen 4 , X � aa_— �a- E nti? lex L 1 oorn 12'4'x12' E �r Nook 1 I 1 Covered Porch f it ..11 32' -0' Family 15'4'x12'6' Living 11'8'x 1 Covered Porch OffeN 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. FOUNDATION SHEAR WALLS S2. MAIN FLOOR SHEAR WALLS S3. UPPER FLOOR SHEAR WALLS 3D1. LATERAL DETAILS SD2. LATERAL DETAILS Main Floor Plan R Iket MINED CITY OF TUKWILA MiY 1 42U POINT CENTER O*5- I Liq I y 0 U N 1 0 CA ©....I .1111 404, 7,1 o TITLE 101 NO. : 93043 .01 STARTING NO. : 97211 -10 SKEET COVER SHEET r FP -18 4 [TAR' FR-;M ING +-E4E ALL FLOOD' JOIST ARE 11 1 /8' PRC ISO'S • 1 92' oc SEE D I v. ef6 IC0 CRAWL SPACE VENTS CR.au4 $PACE AREA ,046 SF J. CR.>ti.. SP-+GE ARE a i 1150 = b.°,!'t SF OF VENT AREA REQUIRED 3. TYPICAL VENT SIZE • 14 15 ('*% EFF'CIENCY) a b8 SF PER )/ENT 1E' FREE 44FA 4. \ENT AREA ' hd • _ 2.1 _ vENT6 REQUIRED. 5. 13 VENTS SHOWN (SEE PLAN FOR j,.00AT1 ON ) 6. 13 VENTS x bS '1.54 SF OF '/ENT AREA PRCvIDED 1. VENTS St -CALL BE COVERED WITH CORROSION RESISTANT WIRE MESH WITH OPENINGS OF 1/4' MAx. 8. VENTS LOCATED M R!M JOIST MUST BE PERMANENTLY BAFFLED. LUSEC 502'41 ( FP-2 Garage L 1 FFs i �P - 1' -m' 32' -0' �P -22 r 1 !! FP -24 LF �FP11 I Covered � , Porch FP -14 r ' " CONC ! P I e'-2' „I -0' REVIEWED T CODE COMPLIANCE APPROVED ,IU . 2 g1004 _ City Of Tukwila BUILDING DIVISION 7 Co . eyed Patio GONG 1'1� , L FFJ • FP-E3 - - FP, . 4'-4' FRov'pE vE11' lx__ GR;-1 FOUNDATION /MAIN FLOOR FRAMING PLAN V Scale I/4'.I' -0' - DBL 11 r p RIO _ 1/(7 / — -- PROvIDE VENT GRAM 40:* r 2 FP_14 - FP - 22 3 ' - r FP -22 J , T cc 5 7 1.‘ C A RECEIVED CITY OF TUKWILA XAY 1 if :[. PERMIT CENTER I GENERAL FRAMING NOTES I FOUNDATION KEYNOTES I FP - [ FF-3j (FP -4 f CONCRETE STET' WALL 8' WIDE ,:J1T�• "SIN '5'.��' FOOTING SEE DET4iLS FOR C.L. DIT'ON.;L INFORT' AT'ON. SEE DIV. 3 SHEET - -I CONCRETE STET' WALL 6' ODE krr "'IIN 12'x6' FOOTING SEE DETAILS FOR ADD( - IONA,_ INFO SEE D'v 3 ON S ET 4 - CONCRETE 5LA6 ON GRADE SHALL BE 4' ''+ - 4 ICK STEEL TRO ELED F♦NiSH. L i bxb i,JI.4xW14 ULF ON 4' CsRANULAR F'LL SLOPE :' TO DOOR. PROVIDE T" CKENED EDGE -a' DOOR SEE Div. 3 SHEET 6x6 POST ON CB66 I' ABOVE SLAB ON 36'x36'*&' '"+v' F CC'INCs ON SOLID SUBSTRATE W /(4) •4 IBAR EAC•4 WAN SEE D! V. 3 SHEET 4 -' CR,:4/L SPACE VENT_ SEE CALCULATION BELOW. SEE D;v. ; 54-+EET A -1 ALL CRIPPLE ;.UALLB ARE 2x6 OR 3x4 • 16' o.c UN.O 14' MIN STUD LENCzTN PER UBC SEE DIV. b SHEET A -1 4x'2+ BEAM MIN. r• CLEARANCE FRO CONCRETE AT END OF BEAMS, -8 1 6E 4x4 E P v .55uRE E T - POST ;SCAB POST AND BEAT" ,.,ITN 2x4.' ON �. • FELT ON FOOT1. UJN.O 1°ROVIDE 4xb POST • BEAT" SPLICE POS:TIvE CONNECT;ON FROM POST TO FOOTING PER DETAIL 'b DI. SEED V. b SHEET A -I E MIL SLACK !'OL`I'ET.- +`rLENE GROUND COVER Or. GRAD E SEE DIV. ~ 5+ - 1EET A-1 ELECTRICAL SERVICE PROVIDE (I. 2 1/2' 5C+- 4EDULE 80 PVC CONDU'T ; ELECTRICAL SERVICE AD (i) 5 %8 s20 LONG GALVANIZED ROD FO ELECTR OAL GROUNDING SEE DIV '6 AND VERIF`' ;.)/ SITE CONDITIONS BLOCK OU' M STEM WALL FOR DOORS 1-+VAC, ETC. AS REQUIRED 18'x24' CRAWL SPACE ACCESS. iNSuL4TE AND ILEAT'•-+ER STRIP SEE D ;v. 010022 SHEIET A - 12.2 PRESSURE BLOCK;NG OF 5AME 5:E .a5 ADJACE'�tT JOIST 24'x24'x'�' MAT FOO''NG ON SOLID 5u8S - 1/ (2) 0 4 BAR EACe -4 U A OR '2'x" STR:Fn I ^ OO T I+�1G PER DET,A L 16 D FP -'' [FP- LT (Fcp- (FP-16 � LFF rJ FT -' ^ f8 l (FP -191 (FP -2P I F'-2I 1 (LP 22 ) (FP -231 (FP -24 o �, ® POINT LOAD TR z.NSFER'NG DOWN 0 Fie POINT LOAD TRANSFERNG DOWN W, LOADING ocv HANGER r- I. SEE COVER SHEET FOR ALL CsENER NOTES AND RE QU'RE"'1ENT6 2. SEE TY'DICA . MATE ;L 5 LIST ON SECT ION SWEET 3. SEE COVERS+ -EET FOR ALL NOTES AND REOUIRFMENTB CC'NCE RNING MECHANICAL, PLUMBING. AND ELECT+i' C:AL a TRUSS DESIGN ESr*" MANUF. TR..SS PLAN S4.4011r 5 FOR aENER L4" Ot,T ONL Y SEE D : V. 6104` 64-4E E 1 A- 1 - TR.36 LO -,DING SEE : I v. 01000 A SHE E' . TR.S5 SPAN PER FLO "LANS • TRI.i$6 TY'P'E PER POOP Fes' ... M I NG PLAN 5 ROOF F4AMIWj ,I CING, 24' oz. UND. 6 . ROOF 41 0T04 - E x'ER' OR PER EL E V.o.T : JN 1NTE1* OR PER SECT,ON. '. RAFTER "'At 2x4 VER 8. ROOF TA'L AND RAKE OVERi4ANG PER ROOF P_ AN 9 . ALL 1-1E A ARE 410 Dr "4 JN 0 PRG /iDE i> TR'*""''ER STUD LIP TO 4' -0' SPAN AND (2) TR " STuDS OVER 4 SEE DIV. ¢61@0 SHEET A -I 30'.*30'x i' M•=.T FOOTING ON 50L !D sue5'R -.7E W, ( 2) •4 BAR EACI - WAY OR 15'x7 5TR ° =00 i ING PER DETAIL 36'x36'X' :' ...IMT FOOTING ON SOLID sues -r _ rc W; ( ) •` BAR S `L' e STEEL 11 2' INTO SLAB • 'roc FLOOR JOIST SEE DIv. 6 SHEET - ' 443; SE •: _ NE , SOLID BLOCKING SE'",JEEN JOIST OVER SUPPORT SEE D : vl5 ON 06:00 S--EE' 4-1 PROVIDE SOLID BLOCKING T-RL JOIST 5` STE"^ TO PROVIDE SAME AREA OF SE .'.M SUPPOR AS ABOVE AND BELOu, SEE DIV. 6 SHEET A MIN. T' CLE AQ .NGE FROM CONCRE' AT END O< BEE.:.MS EXTEND j°'E4 `"'N 18' BF.OW S`iRR^JNDMG GR.:DE 3' DIAMETER STEEL POV EDGE OF :GNCRE'E SYMBOLS & LEGEND PORN' LOAD FROM I ABOVE PONT LOAD FROf"' ABOVE WTI LOADING POINT LOAD TR: 0N• K►OCER f P HOLD DOWv WITH SIZE DESIGNATION 1 VVER' ICAL STRAP tUrTH SIZE DESIGNATION TO BE USED ON FLOOR BELOW !Mx NOR ZONTAL STRAP WTTI-I SIZE DESIGNATION O INDICATES BEAM CALCULATION JTi• NDExED NUMER : WALL ABOVE -- 44LL DELOW W : UNLESS OT4+EIQ,.j1SE NOTED, ENGINEER NG AND :ALCULATIONS ARE NOT PROVIDED IN THE6E ofe:4uNcia . Of o pm; omit O ta l r V 'J o � •„." 3 u • M 144 TITLE ` Joe No.: oj0i 01 STARTING NO. !7211•10 / A2 ._..,... - , ...- ... .+.:�...,- ... 91 I, D 0 in GLAZING CALCULATION TOTAL SF OF HOME 2022 SF TOTAL SF OF GLAZING j6.9 SF TOTAL X OF GLAZING 342.5 � SF. IS CALCULA USING THE REQUIREMENTS SET FORTH N THE WASHINGTION STATE ENERG`► CODE REFER TO ADDITIONAL DOCUMENTATION TO SUPPORT METHODOLOGY OF PERFORMANCE COI" PL IANCE r • 3' -5 1�?' P - 1., .. 13F FURNACE Kitc /„■t 3' -11' Garage CONC P -1 REff R r W -0' b '_ 4 . 24 v.1N1 L I - --- -Q' EATING BAR ! Utilty I \/ I :n + ' 1 / \ 1 VIN `r ' n / \j -I vr05 F . / / � II I ' \ / I \ b' -6' 0_ 6060 Flex Rm. CARPE '3' - 0' OPT. DBL DOORS 16 E -_ _ = 6' -b' 12 NOOK Y +1N` 5D 1. 1 UP 15R 3' -4 ' /2, 12 eman 7 kir Imo• ART NITG., SYMBOLS AND LEGEND Lei FAN- DP ECT VENT TO OUTSIDE •15ATWROOM6 /LAUNDRY 50 CR1 MIN. - KITCHEN 100 C i1 MIN •41h4OLE NOUSE FAN IVO CFM MIN., VTOS WOLE HOUSE EXHAUST FAN CONNECTED TO A 24 HOUR TIMER - p00EM MIN . VTO6 al THERMOSTAT • 50' ABOVE FLOOR 1 IIOv SMOKE DETECTOR PER USG WITH BATTERY BACKUP INTERCONNECTED 24 HOUR TIMER TO WHOLE NOUSE FAN MECHANICAL, PLIJr"!BINCI, . NP EL ECTR :AL SYSTEM FOR JNITS: PEI? DIV. 16 t6 SEE SHEET AI FURN A PROVIDE 6' DIAMETER cF54 -I 4IQ NTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTOR' _ED FLOU, DAMPERS !S PROVIDE YH,ER" FxPANSION T ANK AT WATER NEATER C. STRAP WATER HEATER TO FRAmING AT TOP AND BOTTOM. PER ,UPC, SEC. 608 5 . uMC SEC. 3034 D. PROVIDE PRE55S.4RF RELIEF LINE PLUMED TO O.TSILE 32'-0' L Entry 2050_ 060 CPS] • Covered Pbrch 2' -0' 3' -0' 6 '_ 5'2 ' -P L ALL P -12 b' -0' Coy. GONG b' -S 1,?' 6068 SGD 1 — RE1fif'y+fE'JfOR -- CODE COMPLIANCE APPROVED JUL 2 8 2004 City Of Tukwila BUILDING DIVISION AT Living G•:RPE b -0' DN Porch P 4 MAIN FLOOR PLAN -e �o 1 ' -0' 3' -6' 2 —_ ,' a 0 I GENERAL PLAN NOTES 1 I FLOOR PLAN KEY NOTES — 1 L-j L� J P -3 ( (P -19 1 P -22 rP I P -24 I. SEE COVER SHEET FOR ALL GENER -.L NOTES AND REQUIREMENTS. 2 ENERGY AND AIR 7UAILITY INFOR'1,4TION SEE DIV. 1 'NEF - A -I 3. SEE BUILDING ELEVATION FOR JINDOW OPERATION SEE DIV. S SHEET A -I 4 SEE TYP•GAL MATEIQ' -ALS LIST ON SECTION SET b. SEE COVER SEE' FOR ALL NOTES AND REQUIRE' 1ENTS COINGER\ MECHANICAL, PLUMBING. 41 ELECTRICAL. OCCUPANCY SEPARATION: APPLY ' IJ LAYER 5/8' TYPE 'x' G.:1JD AL:_ CEILING JOISTS, II- .L3 F'OST5 AND B: 5U'OR' iNG STRICTURE ABOVE FRC^" MD SILL TO ROOF 5H-+E AT..1NG 04PPL Y (2) L -+"ER5 OF 5 TYPE x G..r.B. TO TRL5SE5 AND TJ1 FLOOR JOISTS. SEE Div. 0 5 SHEET A -I. 1 3 /B' r,r!N. SOLID CORE DOOR .JITI -+ SELF CLOSER TO BE ' IG«-+T F TTING SEE Div 010Q2.5 5 -+EET A - 5TAIR ASSE""BL`' NOTES- PER JSC SECTION 1003 AND DETAIL 1 2/02 A. HE AD Roor - r 6' -ra' WIDT '"+ N. 3' -0'. B. TREADS 10' MIN. DE'='T+ -, RISERS 8' MAX. +4T. C 14 NDRAIL MIN. 34' TO MAx 38' A80vE TREAD NOSING. +- +ANDRA:L ; I12' MIN. TO 2' t"'Ax. CRO55 SECTION 01'1E*451ON AND I V2' MIN CLEAR IRON' WALL, RETURN RAIL ENDS D. INSTALL FIRE SLOCKING G STRINGERS TOP AND BOTTOM' AND AD ACE'NT 6J LL(5 ). E COVER uSASLE SPACE UNDER STAIR uJ/ 5/8' TYKE 'x' C3IL$. (2) LAVERS • CEILING AREAS. F. INTERMEDIATE BAL:.STERS SHALL BE SPACED W/ LESS T .* N 4' BETWEEN BALUSTERS SEE DI v. 0'0026 S'-EET .i- SAFET 'GLAZING PER uBC SECTION 240 r. u1INDOWS WIT1-4IN 18' OF FLOOR B wINDO616 WITHIN A 24' ARC OF DOORS C. aPNDOWS AT %IB5 AND SHOWERS D GLAZING i N DOORS E. W; T+ -t'♦1 ST.S.IRIIJEL.LS F 5 OF TOP OR BOTTOM' OF STARS SEE DIV. 08800 SHEET a - EGRESS .JINDOW PER 'BC, SECTION 310 4 SEE Div. 08600 SHEET A- KsN''ERS FOR GAS FIRED A'L'LIANCES GARAGE TO BE 8' MIN, . TOP OF SLAB. SEE DIV. 155' - 'EFT - COVER uJALLS ADJACENT TO TUBS AND SHOu.ERS 6JI T4 NON-ABSORBENT "" I ATER: AL `O TO' ABOvE DRAIN :NLETS SEE DIv. 09250 5HEr* - - (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. 8' M.,,x. R'SER wITN 10' MIN RUN F "MORE THAN (3) R;SERS - ►ANDR.AIL REQUIRED 1 °ER UBC, SECTION 1006 SHEET ,.1, IB'x 24' CRAWL SPACE ACCESS. INSULATE AND WE A' -4ER STRIP. SEE DIV. 01002.2 S+--EE T :• 22'x30' ATTIC SP:.CE ACCESS UJ/ 30' «-1E -:0 CLEARANCE. INSULATE AND ,LEATHER STRIP SEE ; v. 01002.' SHEET A -1 FLOOR MATER'AL BREAK LINE WALL LINE ABOVE WALL LINE BELOW FtI PLACE AS5EmBLY NOES �►. DIRECT VENT F +REPLACES NS" AL L PER ^ :G SF'ECIF :CK''10N5 SH.:.L» CONFQR,"1 TO UF3C REQ. "1ENTS SEE DIv. 0'002.8 SHEET - I $_ ZERC CLEAR.A..NCE F ( PLACE S C ONFOR"' - 0 u6C IeEQu I "•LENTS SEE DIv. 0100:8 SHEET A -1 C. NEAR'u 5+•A_L CONTORT - TO USG RE Qu' RE -"EN SEE D',/. 01002 B .2ND 9 SHEET •a - I D. FIRESTOP OPENINGS AROUND PENETRATIONS AT EACH FLOOR PER ,..B.C. SECTION 114 SEE SITE PLAN FOR EXTENT OF :BALKS AND DR ,EWAYS 3' DIA1"'E - ER STEEL POST 36' &.iARDRAIL PER ABC ° A AT STAIRS SLOPES AT 36' ABOVE STAR NO5!NG5 'B ,/ENT FOR MECHANICAL CLEARANCE ALL SIDES PER JI C SEE Div. 5+4EE' A PLANT S UPPER AND LOWER __INE"N CABINETS SOFT ' T ARE A INTEGR r.TED MAKE JP AIR 2x6 STUDS U)' R -21 INSULATION MIN. RECEIVED CITY OF TUKWILA MAY 1ii SQUARE FOOTAG E MAIN FLOOR 1042 SF UPPER FLOOR 980 SF TOTAL 2022 SF GARAGE 406 SF DECK / PATIO 70 SF SQUARE FOO-AGE IS MEASURED TO THE 06TSI:,E FACE OF .JALLS. bTM,R^ ARE COUNTED ONCE 'N CAL.CJLATIGrNS. QP£N TO BE..OW SPACES AND GAR -3ES ARE NOT INCLUDED IN CALCULATIONS PERMIT CENTER fi u O 10B Nln.: 03043.0t STARTING NO.: !'RU -M A3 DO 0 U i r V GABLE END TRU55 I11111111111111 i t • • TRUSSES t 2x LEIXaER .:T ROOF LINE CsA8LE END TR115$ IMPS 1111111, Or a N P ,oj 3 I/8'.8 5/8' 3E L L JL L 41. 4111•■1■■ 40 ONIMM•NINI. 4110 F r :X4 CDCsER 3 8'xit 1 L : Ji1L 1 to 1� r DBLq o% 2X4 D2 m n Oft I I BET- V1 8 5/8' 3E L'' LEDCsER M L 1 ; Q; v?I 4 4x12 $R'*(s JAL' { 4Y'7 r " , 2x4 i 0.1110WC0A1111,11110 mks � �D2 0 REVIEWED FOR CODE COMPLIAN APPROVED JUL 2 9 2004 City Of Tukwila BUILDING DIVISION 3 I /8' 13 '/1' GLB 7 i bxb POS I Cr-66 UPPER FLOOR /LOWER ROOF FRAMING PLAN Scale /4'11r -O' ALL FLOOR JOTS' ARE it - 1/8* PRO I✓0'S • 9.1' oc SEE V. 06100 START FR4t'" ING 3RE ?7/4 RAPERS AT 24' O.C. =OR FP 544ED ROOF D2 ROOF VENT CALCULATION ROOF VENT CA.L •�. SED ON JBC SECT! 15053 TOTAL_ RO'.,7= ARE A 471 SF %300 .157 55F OF vE!NT , :RE - 2= G 50 % AT E' vE • 479 5F RE .:' D 50 % • 36' !""ti: ABOVE EAYE * 039 5F REQ.:I+D 3 ROOF .:LCKS AT 52' SO N. EAC+ : 1150,0 SG 'N.= V4 SF 55 L F. OF E LVE VENTS AT 33 SQ. 'MJLF = 1815 Sc:: 'N. = 126 SF 1 GABLE END VENTS x 240 60. N. (WAS.) E. =24 _SG 'N. =Q17 _ _6F 0 CsABLE END VENTS x 0 60 :N. (WAS.' EA. * 6G 'N..0 6F I 0 GAS..E END VENTS x 0 6Q N. (WAS) EA. '0 60 'N. O 8F TOTAL VENTS PROVIDED ROOF .J 4aGKS EA vE VENTS G.:B�.E END VENTS TOTAL SF OF ✓EN PROVIDED . & ISF AREA *'1A`' BE 1 300 IF A VAPOR RETARDER S INSTALLED ON THE WAR`" SIDE OF TI-,E ATTIC {N5uLATION uBC 150532 EFFECT I VE VENT AREA BASED ON A 30% REDLAC'TIoN DOE TO 1 /41' RECEIVED CITY OF TUKWI MAY I 4 PERMIT C M'ER I GENERAL FRAMING NOTES i I FRAMING PLAN KEYNOTES LF i L F 1 Lt-!2 3 ( F -'3 ( F -14 F_15 1, SYMBOLS & LEGEND 0 4 POINT LOAD FROM ABOVE 4 0 POINT LOAD TR.:.NSFER" NG DOWN W/ LOADING 40 ice e/ 4v $Txx PONT LOAD FR'JNt ABOVE 111 LOADING FONT LOAD TR-.M5FER''NG DOWN HANGER POINT LOAD TR,J4SFERED BY KICKER HOLD DOWN WITI -4 SIZE DESIGNO "ON VER''GAL STRAP WIT14 SIZE DESIGNATION TO bE I15ED ON FLOOR BELOW - HOR'ZONTAL WITH SIZE DESIGNATION O INCI ICATE S BE AM CAL CUL AT ION wr . INDE xE D NUMBER • WALL. ABOVE r= .14►LL BELOW NT _ UNLESS OT E NOTED, ENGINEER''G AND CALCULATIONS ARE 40T PROVIDED IN THESE DR-:WnvGS. --- --- .�.�..�.....•� .■....rr•_ 1. BEE COVEP 3NEET FOR ALL bENER -•L NOTES AND REM REMENT6 2 SEE T'rPICAL MATER' -u.6 LIST ON SECTION 314EET 3 6EE COVERSNEET FOR -LL NOTES AND REQUIREMENTS CONCERNING MECwANICAL, PL..UMS ING AND E..ECTR SAL. 4 TRUSS DESIGN a MANiF. TR,.36 PLAN BIN+OItN :S FOR sENER - L 6..4 Ohm Y SEE DIV. 610P 5r-+EE • TR;.35 LO -.DING SEE Div. 01000 a 54-+FFT 4•1 • TRUSS SPAN PER =LOOK CLANS • TRt.66 "YPE PER FOCF +=RAMINGr PLAN 5 ROOF FR,IMINC, SP-:ZING, 24' oz. U.N.O. b. ROOF PITC44- E'x'ER'OR PER ELEVATION IN - EC OR PER CT 1 FZ.-•F - ER - AIL 2x4 vER 6 ROOF TAIL AND R.AI OVER« PER R'_ e 1 IE:4DERS ARE 4)I0 OF ': JN.O. PRCVIDE '1; TIR'r'"•IER ST;.D U= TC 4' - 2" 3F.:.f` AND (2 TR' r ST:4D5 OVER 4' - 0• uN SEE Div ta6100 Si-4EET A - BACK FR.a"'ING AND SOFF'T AREA 4S REQU'RED TC -+LLOw FOR 4V4C 7..C'INCs SEE DIV.I5 54 -4EET RAKED PON`r J./ALL ON 'OP OF SOWER ROOF FR-- TNG MEMBERS SUPPORTING l.PPER ROOF FRAMING "ET R5 ALIGN EDGE OF JOI°' T FAGE OF WALL F AL A G INSIDE W ACE OF BEAT -1 "4-4 OUTSIDE FACE N O� w. •�L UPSET - BCTTOr" OF BEAM EVEN Ulf SOTTO!" OF JC:ST AND TOM CF BEAT'' Ex - ENDS UP ABOVE . TOF' OF BE ..l1" 55 FLUB+ -+ TUJTT'�+ 3O .JC 5T w TH NO TOF' PLATE C.0 FRAT~/ING MEMBERS INTO BEAT"' FOR 04DEQUATE 5Vcc'ORT ATTIC 5RACE VENT SEE vALWLAT:ON LEE D'v 01002 SHEET A -T Fi OOR a015T - SEE SCHEDULE D1:JG. SEE Di V. 06 E E T -' SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRE 55URE BL OCK tics SEE DIV. 06100 SHEET - I FL,150 - BO' ?Or' OF E vEN Lill BC' O CIF JO'ST5 TOP OF BEAT*" FLJSH :IP TOP OF JO15T AND ExTEND DOLIN BELOW JOI STS TOP OF BEAT 5' BELOW TOP OF JOIST TC ALLOW FOR - 4v.=•C OVER BEAN' AND BE•%.I" EN.P1P5 DOtUN BED JO15 T5 2x6 OVE 'FR. =T" ING • 24' OC PROvIDE 2x6 6TRONGBACK °URLINS AND 2x KICKERS AT b -0' oc TO TRUSSES BELOW. 2X6 CE LING JOISTS + 24' 00 BASED ON (3) 2' DIA HOLES PER VENT BLOCK • 10 _ EF . 126 _ . 4n ` 6F V a 0 a 0 t H 0 w � o � 114 4 E 12 as 9 ca 111 4 3 • ti TITLE 101 NO.. 03043.01 STARTING NO. : TRIMS A v-P•1 p r n ROOF LE BELOW WALL LINE BELOW P -5 P � P-5 9' -1 1;16' adrm #4 C.:.RPE T Bdrm #3 A .0; p 0 0 OPT. r -I Loft � i es BP • Opt Bdrm #2 CARPE 5 -6' $4' - Q'-6 !/2' In 3 __ se -5 1/2' SD OPT � _ _ 2 � ' V 112'4 50 3' -6 LI' 3' -10' 2' -5' SYMBOLS AND LEGEND FAN- pIRECT KENT TO OUTSIDE 43ATNROOM6 /LAUNDRY 50 CR1 MIN. - KITCwEN 100 CPI MIN - 0-+OLE i4OU8E FAN I00 '.?MI MIN. VT06 ILI.4OLE NOUSE EXHAUST FAN CONNECTED TO A 24 HOUR TIMER - IOC CFM MIN., VT06 (7) THERMOSTAT • 50' ABOVE FLOOR $lOv SMOKE DETECTOR F'ER UBC saTH BATTER'T BACKUP INTERCONNECTED 24 +-!OUR TIMER TO WHOLE NOUSE FAN MECHANICAL, PLUMBING, AND ELE.:TRICAL SYSTEM FOR UNITS: PER DIV. 15,16 SEE SHEET 41 A. }PROVIDE 6' DIAMETER FRESH AIR INTAK.F FROM OUTBIDS TO RETURN AIR PLENUM 41 FURNACE WITH MOTOR.ZED FLOW DAMPERS p PROVIDE THERMAL ExPANSIOP TANK AT WATER NE A TER C. STRAP WATER 'EATER TO FR-J "NG AT TOP AND R3OTT0M. PER JPG SEC. 608.5 8 ...MC SEC 3034 0. PROvIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. 2652' t A -'2 5 -3' ' in 4050 ON v Hall 'Z 7-114' 32' -0' r 60 3' -10' 1 J F V OS 5' - ►. ?' mom 6' -0' R4S • i + i X i 5' -8 !/2' i M. Suite 2 P- REy 1 COMplS�`� L � O DE A pppbOJ 40 D '�i�cw P -5 6' -1' 6' -3 1!1' M. Bath CARPE UPPER FLOOR PLAN &Me l/4' -I'-0' I GENERAL PLAN NOTES i FLOOR PLAN KEY NOTES P _2 P -3 L6J P -I5 (F-1 P-7 ) P -18 11 _ l (P -19 (Q = 20 ' Lii (P-22 ( F :;3j 1P-24 I. GEE CO'1/ER $wEE T FOIE ALL GENERAL NOTES AND REQUIREMENTS 2. ENER(3Y AND ATV ',x1AILITI'' INFOR""ATiON SEF I.a•J v. 11 SHEET A -I $. SEE BUILD* J E..FvATION FOR JINDOW OPER.+TION SEE Div. 8 51 -+SET A -' 4 BEE T`PP'r' QL mATER .%L_8 LIST ON SECTION SHEET 5. SEE COVEc 31-4EET FOR ALL NOTES AN REGj.: :g'E" -NTS CONCERN. TNCi MECHAN :GAL, PLUM$'NCs, AND ELECTS ::AL. OCCUPANCY SEPARATION. APPLY (I) LAYER 5/8' TYPE 'X' G.Uv$ TC ALL CEILING JOISTS, w- '-LLB, POSTS AND BE - *-"'15 SUPPORTING STRUCTURE ABOVE FROf• - - ►l.►D SILL TO ROOF 5+- +E=+T«.0NCs ..10 2 ) LAN FRS OF 5/8' TYPE 'x G.wB TO TR,.55E5 AND TJI FLOOR JOISTS. SEE DIv 0 :002.5 5. -+EE' 4 -' 1 3/8' *'il SOLID CORE DOOR WerI4 SELF :LOSER. TO BE TIGHT F SEE DIv 0002 5 5-+EE' - - 5TA'R 4SSEMB�.Y NOTES PEL: �JBC SECTION 1003 AND DET4 12/D2 .J. 1 +EADROO"' M ;N. 6 -8' LjTDTH r- N. 3' -0'. B. TREADS 10' "'+IN. DEPTH, RISERS 8' I"'1Ax +4T. C LIANDR4;L MIN 34' TO Max 38' ABOVE TREAD NOSING. HANDRA'L I -2' MIN. TO 2' M Ax. CROSS SECTION D !'"!ENE , ON AND ! :12' MIN. CLEAR I=RQM U) L:-, RE't:+QN R4!L ENDS. D. INSTALL FIRE BLOCKIWCs AT STRINGERS TOI° AND BOTTOM AND ADJACENT WALL(5) E COVER USABLE SPACE UNDER STAIR WI 5/8' 'TYPE 'x' GwB. (2) L4"ERS • CE'LING AREAS. F. INTERMED 4TE BALUSTERS SHAL BE SPACED W/ _ESS T+-•AN 4' BETWEEN 84LU5TERS SEE Div. 01002.6 SHEET 4 SAFE' " - GLAZING PER UBC SECTION 2406 4 WINDOWS WIT• 18' OF FLOOR 15. wiNDOwS ;1JIT 4 24' ARC OF DOORS C. W INDOwS AT TUBS AND SHOWERS D CsL 4:ING 'N DOORS E. WIT7- M S74AdI ELLS F .1 THIN 5 OF TOE' OR BOTTOM OF STAIRS SEE Div. 08800 SHEET A_1 EGRESS WINDOW PER UBC SECTION 310 SEE DIV 08600 SHEET 4 - IGNITERS FOR GAS FIRED APPLIANCES 'N GARAGE TO BE 18' fifty, ABOVE T O {= OF SLAB SEE D'v. 15 SHEET 4 -' COVER WALLS ADJACENT TO - rues AND SL4OLERS ,JI T«-+ NON-ABSORBENT *^4TER AL TC 7 0' 4BOvE DRAIN INLETS SEE D v. 09250 SHEET 4 - (2) LAYERS OF FLOOR 5I- IEATHING OVER FRAM 1 NCs 8' MAx R + SER 11J1~T4 -+ 10' P°' IN. RUN IF MORE TuAN 3) R 5ER5, ••ANDRAIL REQUIRED PER UBC, SECT ON 1 006 64-EE' 4 -' I8'x24' CRALJL SPACE ACCESS. INSULATE AND STRIP. SEE DIv. 010022 S+4EET 4 -' 22'x30' ATTIC SPACE ACCESS W/ 30' •-MEAD CLEARANCE INSULATE AND WEAT+ -DER STR1° SEE DIv 0002.1 S-+EET 4- FLOOR MATERIAL BREAK ._ONE WALL LINE 4BOvE WALL LINE BELOW FIRE F'L.ACE ASSEMBLY NCTES- A. DIREC /ENT F IREPLACES 1 N5T4LL PER %(j SPECIFIC �T'ONS S•». - .�. GC>NF� TC' aBC., REQUIREMENTS. SEA Div. 01002 8 S4-EE B. ZERO C.L.E4RAtvCE FIREPLAcE5 S~ALL CONFOR'"' ' UBC f QL1 REME'rTS. SEE Div. 010022 5+`+EET A -i C. NE$RT+ - 54 CONFORC 'O use RE QU' REMEN' BEE DIv 010028 AND 9 SiEE" A - D FIRESTOP OPEN'NG5 AROUND PE NETR- •T AT EAC+- FLOOR PER .+B.C. SECTION 7 •4 SEE SITE P_ A N FOR EXTENT OF „JALKS AND DR ✓Ew4YS 3' D'Ah'IE'ER STEEL POST 36' CsUARDRAIL PER :IBC 509 4. AT STAIRS SLOPES A 36' r'•BOVE STAIR N05!NCs6 'B' VENT FOR ''MECHANICAL 1' CLEAR -»NCE ALL SIDES PER .ABC SEE Div. b SI- EE' 4 - PL ANT SHELF UPPER AND LOWER 'LINEN CAB'NETS SOFF INTEGR -•TED MAKE UP •�''E 2x6 STUDS W/ R -21 MSULATION MIN. CITY � EIVEp Tu cwi MAY 1 PERIM' (ENTER CO U 411C J z t" Of d 'f LJ VI .. 1.:16 ,� IAA V Q 0 U b E-1 4‹ l...� O t 4 6 : 6 211 1111111 4 2: 1 9 V ° N L1 .� �- El ...., i 6 2 w fu a-> - 0 VI a = (0) V ci V 5 Qi t 0 mmmena AS SHEET TITLE 1011 NO. : 0304101 STARTING NO. : 1T211 -0 GABLE END TRUSS - I I 4ty 1 - 1 iii T u 1 • 1 / C.Or'f'lON , 5 • 24 oc 1 ,, 1 a � r, � • I li .., .- -- 1 1 l L_;i,j ROOF LINE BELOW WALL LINE BELOW r -- LIIALL ONE BELOW __S2GJF :.IPE BELOYJ Ii w 1 2:55 0 i �A -J UPPER ROOF FRAMING PLAN &CALF I/4'.I' -19' RECEIVED CITY OF TUKW .A N.Y I z PERMT CENTER I GENERAL FRAMING NOTES ( F ) L L - ) LF Li LF ) LJ LJ F-!2 ) Lf- 1. SEE COINER SWEET FOIE ALL GENERAL NOTES AND REQUIRE'lENTS 2. SEE TYPICAL. MATER' 4.6 LIST ON SEGTICty SWEET 3. SEE COVERS►{ET FOR ALL NOTES AND REQU'RE1MENTS CONC RN.NG MECWANICAL, P`uJr IBING. AND ELECTk CAL 4 TRUSS DESIGN B''" MANLF. TRUSS PLAN 54.4011/4 lb FOw 'sENE�'i -L LATOUT ONLY SEE D I v. WOO S.-IEE T A -1 - TR..56 LC ADING SEE OI v 01000 A SWEET 4 -1 - TRws5 SPAN PER OCR •LANS - T1Z..55 TYPE PER '•'OOF FRAMING PLAN 5. ROOF FSZAMING °SPACING,, 24' oc. UN O. 6. ROOF ^.TC4-.- EXTER'OR PER ELEVAT'ON +A+'iC4 :7R PER SECT ION '1. k•IXTER - AIL 2x4 '/ER. =Y g. ROCF T. AND Q„i OVERHANG PER R PL AN g ALL I►-1E -:DERS o+RL .4 10 DF '' JN.O. PRC✓ICE i) TR "'•*"EIR STUD UP TO 4' -? gF - AND (2 ) TQ'""► STUDS OVER 4' -0' 41'41)0. SEE D I v. 0610¢' S+--EET 4- FRAMING PLAN KEYNOTES I BACK FRAMING AND SOFT:' AREA 45 REQUIRED TO •ALLOW FOR Iv4C :JC!!NG SEE •Iv.! 54 -+EET RAKED PON"' JJ4LL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING '..PPER ROOF =RA" ING ,- 'rEmBE RS ALIGN EDGE OF JOIST JIT =ACE OF WALL ALIGN INSIDE F.+CEE OF BEAM u,'Pr, OUSE F4CE OF W.-►LL UPSET - BOTTOP" OF SEA^" EVEN LW BOTTOM OF JOIST AND TOP OF BEAM ExTENDS UP -.%BCVE ■O!ST5 TOP OF SEA'''' '5 FLUSi-1 BOTTOr -, OF JOIST NO TOP PLATE OUT .+ :., ACEN FRAMING mEmBERS INTO BEAM FOR ADEQUATE 5uP°ORT ATTIC SPACE VENT SEE CALCULATION SEED ' ✓. 01002 5+ -+EET .a -1 FLOOR JOIST - SEE 5C+.4EDULE DUJG SEE D + v. O6' 00 S4-+E E T 4- SEE ELEV.»"' ON5 AND SECTIONS FOR PRE S5kiRE BLOCKING SEE D I v. 06 S4-4EET FL+SS«• - SOTTO' OF BEAM EVEN L21 BO Cr: JO15'S TOP OF BEAM FLU51 -4 LIP TOP OF J0:5T AND BEAM E xTEMD5 DOWN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF J O I S' - C ALLOW r--OR '4VAC OVER BEAM AND BEAM BUMF'S DOWN BE_ -'x:, J S'S C F _ • 1 2x6 OVERF+2... tNG • 24' OC PROvIDE 2x6 STRONCsB.:CK �.IRL I NS AND 2 x K i CKE R5 .:' 6 -0' oc TO TRU5SE5 BELOW L !: 3 2x6 CE :-,NG JOISTS • 24 OC ROOF VENT CALCULATION - OT.S.L VENTS PROVIDED ROOF JACKS E ..VE iE'`T5 G.;B:._E END VENTS BASED ON (3) r out HOLES PER VENT BLOCK ROOF ANT c.:. 5_5-SED QN ..G SECTION J'053 �OTAL ROOF .ARE-.- 1 D28 5F' vt4 SF OF VENT ARE... % AR E.:.VE • 171 5F X . 36' ('"t!N) ABOVE E- vE 171 5F RcQU'R="D 5 RcOF .4GK5 A'' 50 SC. N. E, :C«- _ 250A _ 5A 'N = 174 EA 57 LF. CF !AVE VENTS AT 33 5C. 'NJLF= 188,1 _ SQ 'N.: 131 SF GABLE ,END VENTS x 240 Sc:;. IN. rNFAS' EA. =48.0 SC 'N. =033 8F 0 GABLE END VENTS x 0 SC 'N. (NF.=.$) EA .0 5G 'N. =0 SF I 0__, GABLE END VENTS x 0 60. IN. (WAS ) E.». =0_ 5C 'N.80 OF ! s 174 SF • Q23 _ 5F TOTAL SF OF VENTS PROVIDED . 3.38 _ 6F AREA MAY BE 1 1300 IF A V4POR RET. R S INSTALLED ON THE JJAQ'"' 51DE OF - 4-4E ATTIC INGULAT'ON. USC 130°5 35 EFFEG T I vE vENT •ate L► BASED ON A 30% RE.^. h.CTION rxE TO '/4' ME5•- SYMBOLS & LEGEND 0 POINT :.O.d^v FRO><" i ABOVE POINT LOAD FRO'" 1 48OVE W/ LOADING PO NT LOAD TRANS>FER NG DOWN Q POINT LOAF TR-:.r18FER'rG DOWN W/ LOADING RANGER POINT LOAD T'R' NYFEED BY K•C KEF+F 1401.0 DOWN IlifTH SIZE DESIGNATION ° �'i VEQ' `CAL ST>Iz..P 1L W SIZE DESIGNA *'ON 1� TO SE JSED ON FLOOR BELOW sgTxx _ HORIZONTAL STRAP WITH bIZE DESIGNA ♦ION O INDICATE 5 SE -=M CALC1Jt. AT ION 181TW INDEXED NUMBER tuALL 4dOVE T 1. JALL eaLOW NOTE. UNLESS OT4. ER-ISE NOTED, ENGINEE'R'NG AND CALCULATIONS ARE NOT PROVIDED EN T0-IE5E DR:.LJINCse. ao 1 N v lonwomomme , 4 4, et', .'' r• M +�ili'�4s`,�• ,W�al TITLE JOB NO. : 0304101 STARTING NO. : 97211 -10 A6 atx&- Customized DIA GABLE VENT a SIDE ELEVATION REAR ELEVATION JI NORM SIDING SIDE ELEVATION 1 i 1 r ' Ff Scale 1/1E•1' -0' l Si4x8 TR "• Scald; l/b'•1' -0' i 1 32 9 1: T( !L T __ MAIN FLOOR 245 TRIM 5/4x4 TRIM 2x6 TRIM - 2x3 STOOL BOARD OVER 2x6 TRIM BOARD AND BATT 140RIZ SIDING - 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) FRIM :(DIV. 6) WINDOW: (WITH NO BRICK MOLD) CORNER BOARDS: FASCIA: V 1/2' GWB SHINGLES ( 01000.5) 30# BUILDING PAPER 7/16' OSB OR EQUAL PER PLAN R -313 BLOWN-IN 1/2' RE -SAWN PLYWOOD MS" GWB FINISH PER PLANS (DIV. 0100.5) 3/4' TAG (PLYWD, COMPLY, OR EQ.) PER PLANS R -30 BATT 1/2' RE-SAWN PLYWOOD 44 OUTRIGGER TYP BOARD AND BATT 2x3 STOOL BOARD - 2x4, 2x3 COWER BOARDS FLAS+u OVER 2xle BELLY SAND WOOD SIDING (DIV. 010i.5) 15# BUILDING PAPER 7116' OSB OR EQUAL 2x6 STUDS AT 16' OC R -21 BATT W/ INTEGRAL VAPOR BARRIER HEAD: 2x6 U.N.O. JAMB: 5 /4x4 U.N.O. SILL: 2x3 STOOLBOARD OVER 2x6 U.N.O. INSIDE: 2x2 OUTSIDE: 2x4,2x3 2x$ U.N.O. r 12 . TOP °L ATE WIN +41DR UPPER ,..00R 3 TOP PL..:TE. MAIN FLOOR 1= li I i IL t . • 1 1 . � 1 Y ' • 12 • :r 11 fi t. " .:....� -7�- j of 1 .._.1�.. + ... - 1 , ' - • �-rL'- !_:_ �,�- , �. i __,..,,1� .�.: a.�. tl. .�.1�., �... �.. - 1 ,l.. r.1.11111•11.1111 M. Suite Family Y s, :; 4 -i- j` , ..c *L 6 i s'il ti • •r - • • f-1 . • •- • ; , FRONT ELEVATION F ye .,s 75 PER FLR .$6TS PER ':"LA«'r BUILDING SECTION A -A 1 1 • , ;l _ - 1 , I. • • 't s. • .s r 1. 1{ i Living . -r. ,• W.I.C. / - PLAN Ov£R ?x10 BELL' SAND TOP PL 4TE WIN -icR bc12 TRI"" 1R' "SO Y u1/ 1X2 CORNERP1OLD 3X4 WA'ERTABLE OVER 5/4x6 TRff"+ Ix CORNER BOARD BOARD AND BA" 2X6 'R!M '"14.IN FLOOR 12 t7 • D2 CIT OF TulaNNA M •'; 1 4 q;�Z PEWIT CENTER Tf LE 101 NO. : _0304301 STARTING NO. : 97211.10 SHEET A7 ■ • Vos---141 .+-.�r .1. ..•••1 . •••• . 17 I BASEMENT SLAB MS BE IN PLACE PRIOR 'O FULL BACKF'LL ING OF WAL. NO I*1StJLATION BE'ILEE! BASEMEN' SLAB ANC S'EM UAL_ TOP OF 5TE'^ WALL 3/8" =1' -0° F,N15N GRADE TOP OF DaLEL TOP OF SLAB N.T.S. no OF r lG AMID I M (.3 3/4 " =T-0" ' -6' N c 8' FOUNDATION DETAIL NO'E BASET'IEN SLAE "11.J5T BE IN P L ACE FR'C'R -0 FULL 6ACKFI—ING OF NC INSu,_ATION 3ETLEEN BASEMEN - SLA@ AND /EN ICLE 5UR! -4ARGE J TOP OF SLAB ', , � 1 I 3' -8' ti TS 8' Ii,' g3/4°=11-0° FOUNDATION DETAIL I , 3 /4" =T -o" W II . . I 1/2' CUR_ I .o I J . • k •\► 2x N ='• NAI1. S E:.THRia TO NOR w/ 6d NAILS • 3' OC. • SH•R w4LL LOC. UhO. ON 5WK ,..ALL 5C.aED r 3X4 TOP PL ATE GARAGE DOOR .}DR (iEE FRIG PLAN FOR SITE) 2 2114 STUDS NAIL SHEATHNG ; V kJ NAILS • 3' OC. TO EAC+- STUD IIND ON SW IR i;ALL SCHED. NAIL SO NAILS • 3' O • ALL PLT5, HMS I STUDS uNO ON 5NR ;uA; -L Se..4•E 2 2x4 AT ANY 514E.I WING JOINT 1/16' 0.6.8 SWEAT.4ING 5'r+4D'4 STRAW TIE 4NC..HOR NACL TO t3OARD FORM BEND JP AFTER CGNCRE TE aIRE S USE 38 -I6c14 '/B NAILS EACU Uho. 2 -2X4 PLATES • NAIL SHTG TO EA PATE (2) 5/8' • AB W/'-11N EMBEDMENT JNO ON g WALL SCiED CON t INUOuS FOOTING APA LATERAL RESTRAINT PANEL 5/8'•x10' :B .1.' ?')Q'X3/16' SL - t FEE. . PLATE WASi4ERS • 4 -0' O.0 'D'v 3 SHEET 4 -') EXCEF AS NOTED ON SHEARiLALL SCHEDULE 1' MI►N EMBED (2 44 VER BAR • 10' oc FULL HE ∎GH,T OF WALL 17 , SHEET 0 STEPPED FOUNDATION DETAIL ii wIJ - 00 - NU - Tc •4 AR" J -BAR • 5' oc (DIV. 3 S -4E_=' I DAME' PROOFING . DIv. Sr A11 • 4OR2 BAR • IV oc (DIv 3 SEE' a -I; T 166-+TL ME 4' PERF. F"• G DRAIN WALTER • M 24' GRAN/E.. BED (DIv 2 5HEE 4 - (5) •4 B.>,R C ON't (Dly 3 5-Er A -I, 5C -ID SUBSTRATE 4' CONE SLAP. OVER � ' RO'.X OVER /4POR BARB OF 5/8'•x10' 4B Li! ?')1' x3/16' 5L &TEE_ PLATE L:ASHERE • 4 -C" OC. 'V. 3 5--EE .: ExCE`= A5 NO ON SHEARLI.SL SCHEDULE " MIN E'`7BED C2) BAR • TOP v ., �.,..- ..Vwv�.�•, •4 vER_ BAR • 16' oc. FILL (D V 3 51400' A-!) .ER' J-BAR • e' x 104. 'A -) •4 1.101 BAF • 1 E' oc (DiV. 3 5HEE - •4 BAR « (Div 3 c =' 4-1) D4'/° PR , S ING ' D V.16►.. .at (E' •4 3AF' :ON' (DIV 3E •4 -!) SOLID SUBSTRATE 4' CONC SLAL OVER 4' ROCK OVER / APOR BARR OR r -- ADD OIAl 'O MATCH REINFOII NG PER PLANS LINE OF EXCAVATION CRI PPLE WALL o FOUNDATION 13 3/ =T , vuWVV- LAN- Wu -W_.1 CRIPPLE WALL FOUNDATION 3/4" =T-O° CANTILEVER FRM'G AT FOUNDATION TIP FLOOR FRA :" 1ING PER =LAN (DI'r. b 51Er.T :• BLOCKING OVER BEAU'? BEAM PER FLAN SCAB TOGETHER .:1 NAILER E4 SIDE AT BEAM SPLICES USE 2x4 SCAB EACH SIDE PObT PER PLAN OVER SO* FE►. T CONT FOOTING PER PLAN MA' FOOTING 10 ER °LAN (2) CONT 0 4 BAR PT. 2•4 RA M3ET TO FOOTING •/ AY6 TO POST. FOR POSITIVE CGMECT►ON. PER .;iJR"S CTIONAL REQU'RE'" ENTS TYP FLOOR FRA11116 PER FLAN (DIV. 6 SHEET 4 -I) TYP EXTERIOR wALL CONSTRUCTION PER PLAN (DIV. b SWEET A COMMON SHEATHING Join • 1?IM BOAR LOCATE GO�?'10N METrIBE JOINT • CRIPPLE WALL PER °LAN SEE FOUNDATION DETAIL'S 'TYP F LOOR FRAM N6 F PL :N 'DIv. 6 SHEET A TYP EXTERIOR WALL CONSTRUCT ION PER PLAN 'DV 6 5►EET A -I) IR1*" JOIST • EXTERIOR WALL CRIPPLE WALL PER °LAN. ;J)!TU A MIN . S"aD LENGTI- OF ;4' PER ..IBC SEC 2320 lDly. 6 SHEE' A -I, SEE FOW>✓.'T!CN DETAIL'S/ FOR ANCHOR BOLT AND RE -BAR IWO TY= . VV IVs.: • T •'P ExTM:'+R ,.HALL CONSTRUCTION PER °LAN (DIV. b 51•EET 4 -1' TYP. FLOOR F+FA ."'NG PER ' 4N (DIv 6 51•EET SOLID BLOCKING OVER SUPPORTS LOCATE SHE,:.YMMG JOT' i • COMMON P'1£MBERc RIM BOAR:. r car sax v£•JT V,' RF54IJN PLYWOOD • 5oIFIT 1 4 MAD SILL SEE R AMA' ON DETAILS 1 7 I '' .I r - 0 ' "'N. l • ' /ARIES a • • t PER, . PLAN • V FURRING DETAIL j 3/4' =1 • r • FOUNDATION DETAIL 3/4' =T-0' FOUNDATION DETAIL 3/4' -t-0' a•' - `.l. ' 0 POST /FOOTING CONNECTION SLAB m STEM WALL TYP EXTERIOR wALL CONSTRUCTION PER PLANS (DIV 6 SHEET A 4' CONC. OVER 4' ROCK OVER VAPOR BARRIER R -!© RIGID INSULATION DM TREATED PLATE OFFSET 3/4' SEE FOUNDATION DETAILS TYPICAL EXTERIOR WALL CONSTRUCTION PER PLAN (DIv 6 SHEET A -I) I' AIR SPACE E,• BUILDING PAPER HOOKED END MASONRY VENEER TIE TO FRAMING EV. 2 SQ. Ft. (DIv 4 SS1bet Al) MASONRY vETEER CONT FL4SW ING W4LEEP HOLES • 4' -0' OC TREATED MO SILL (DIV. 6 SHEET A -I) GEE FOLNDA'ION DETAILS 3 1/2' n PER 6' MIN VERFV Mi GRADE CCNTOUR5 FURRING WALL r AIR SPACE `�-- *.OTE THIS OPTION CAN NOT BE USED Sp-CAR AT S,AR WALLS .- ti,...... .I•. ._ ..r,,._ • ••• TYP FLOOR wat -I'VG PER °LAN (DIV.6 5I• ET 4 -1) TYP EXTERIOR WALL CONSTRUCTION PER PLAN ' DIv 6 SHEET 4 -I, LOCA'F SH4EATUINC3 JOINT • C01Imai'• 1BER BLOCKING OR JO15 • WALL RIM BOARD PT 2x FIRE BLOCKI•G VAPOR BARRIER DAMP "ROOF1W6 'D I V.1 51-iT A SEE FOAW ATION DE'AIL5 %JV IW"WJVII - L I TYP EXTERIOR SALL CONSTRUCTION PER PLAN ; DIv b SHEET' 4 - h 4' CONC. SLAB OVER 4' GR4IEL (DIV. 3 SHEET A-I) TREATED MUD SILL (DIv 6 SHEET A -I) SEE FOI/CATION DETAILS t,/t* I4 • �• ti r Pi _ FOUNDATIO 3/4' =t-0' I }IMKiER OPTION r7T1..�T • 411 W15. TYP. ( DIY. S SHAT A -I) INTERIOR BEARNG 'WALL (DIV. 6 SWEET A -I) yj'* x b' A. • 4 -D' OC. (DIV. 3 ktET A -I) SLAD ON GRADE PER PLAN (DIV . 3 SWEET A-I) - -VAPOR BARRIER CENT. SPREAD FTG PER PLAN i Dlv. 3 SWEEP A -I) • 45. (p).4 BAR CONY (D v 3 SUEET A- ' sit NNECTION ww+ - "IMO DOOR AND FRAME 'DIV S SHEET 4-f) DOOR TI.4RESI-IOLD FLASHING AS REO D (Div SHEET A - t) PERVESTRAL FLASHING 4' CONC. SLAB OVER 4' GRAVEL BED (DIv. 4 54-EET 4 -I ?x12 TREATED TRESHOLD TRIM R" 1 JOIST 'TREATED MUD SILL (DIv. 6 SHEET 4 -!) •4 VERT. RE -BAR FROM STEM WALL STUBBED INTO SLAB TYP. FLOOR FRAMING PER FLAN (DIy 6 SHEET A - EXT. DOOR THRESHOLD DETAIL 3/4"=T-0° FULL VDTH T'REA - ED MID SILL. I- IANC$R °ER 1FG T/° FLOOR FFAMIN6 FER PAN (Ply. 6 SHEE A -I.' EXT. DOOR AND FRAME DIV. S 514EET A -I) DOOR '4RE5.4OLD FLASHING AS RE 'D (DIv. - SHEET 4- NERvESTk44 FLASHING - . •� 4' R4' , CONE SLAB Ova GR..vEL BED (DIv 4 SHEET A THE -:TED ID SILT. (DIv 6 51EE' 4 -?) r .AIRSPACE Tr •4 ✓ERT RE-BAR FRO''' STET'! 'CALL ST438ED NNTC SLAB POST AND BE4' PER PLAN EXT. DOOR THRESHOLD DETAIL 3 /4 " =1-0" 4, 104W •W _ I all TYP FLOOR = Ra"'^4Cs PER °:.AN (DIv. 6 SIEE w i - w.r.rv- -v__ • yr TIP. EXTERIOR ;,Ar_L CONSTRUCTION PER °LAN . D I ✓ 6 SWEET A-1, TREATED MUD SILL SEE FOUNDATION DETAILS POST ANC BEAT PER PLAN FRAMING /FOUNDATION CONNECTION 3/4W-0° LriAPraLIU'i)0 — F NISH4 GRADE Arc t FOOTING, DOES NOT 5L 7E IN THIS cc ! ?ION FQOTNG SPANS HOR,L NTALLY TOP OF 4 "T'G t FOUNDATION DETAIL 3/4' =t-0' CANTILEVERED RETAINING WALL 3i 4' =T-0' OP OF SLAB FINItHED GRADE 3•4 1 4 6::,) .4* 1 PER PLAN -�� - Mk I I 4' -4' 475 b' - VEHICLE SURCHARGE ' I� 112' CLR. FOUNDATION DETAIL 3/4 "=1' -O" FR l NG FERFINDICULAR T STE ". ;J4LL V2'••I0' AE! IIY ?9Q'x3AE' W STEF.L PLATE S1AS•4ERS • 4 -D' OC. (Div. 3 SNEE' A -I) ExcEPT AS !VOTED CN SHEAFILIAL.. SCHEDULE r MIN mew •4 -OR BAR '0' OC.. !'-6' P EQ OVEt�.41° (DIV ..3 SHEET A 1) •4 ART BAR SAME AS STUB STEEL SPACING (ply 3 •SHEE' A -,, TIGHTL RAE DAMPPROOFNG (DIV. 'I ISEET A -T) 04 3TLB STEEL FR "1 F G • 6' DIG (p1v. 3 SHEET A- : 4' PFC. •c.+ N IWFIL TERM 24' !AAA - B.z.'DIv.2 WEE 4 60LID SUBS (7) • 4 8--R :ON' , DIV. 3 SWEET A -t) ■Jwv w......' • I/2'••'0' AB W/ ?'}1'7!3/16' S.Q STEEL PLATE 1)A54ER5 • 4 - 0' cc (DIV 3 SHEET A- I) EXCEPT AS NOTED ON SHEARLALL SCHEDULE 1' MIN. EMBED C' •4 BAR • 'OF •4 �yVE�RT AR • 10' oc, HILL ( ► E;c -T O�F� w (D,VV.. ' 3 SHEET A -I) DAt"IP PROOFING ' DIv. 1 SNT 41) •4 vER' J -84R • 5' oc (DIV 3 S•dEET A $4 '-+OR'. BAR • IC' oc iDIV 3 & EV' A - I, TIGa LINE Cr — 4' FERF P' G. OR.+N (LL LTER r 61 24' GRAVEL BED CON. 2 5i-EF . (16 ) ' 1 4 BAR CONT. (Div. 3 SHEET A -I) SOL'D SUBSTRATE vM+vrr 5/5'4x60' AB W/ 7'X2')(3/16' S.Q. STEEL PLATE WASHERS • 4 -m' • (D'v 3 SHEET A -') EXCEPT AS NOTED ON SHEARLiJALL 6C14EDuLE 1 ' Mlrr. EM'HED ) • BA R • 'OF' •4 VER' °JAR • , 6' oc. Ru..- H.E WALL cam. /. 3 5'4EE- .. -'. 5 , /ER' J- BAR •8'ac 'Div. 3 SHEE' A -1) • L BAR • Q' '- (Div 3 SHEET 4- DA: PROOFING ' Ply 1 51-iT Al) (1) • 4 BAR CANT (DIv 3 SHEET 4 -' SOLID SUBSTRATE 4' PEKE F. DR:-N WFILTER M 24' Csic rEL BEG (C' V. a SHEET A -I W.7V V" -.37 T"° Ex-ER C0445TRZTION. PER PLAN Div 6 SHEET A -1) LOCATE 54EATWIING JON' • COI"R"10N MEMBER RIM BOAI TYP FLOOR r"R.:MING PER °_M! rote. 6 NUJ a- RECEIVED CTTV OF TUKWILA TREATED no SILL Y I SEE FOUNDATION DETAIL'S/ TREATED ?W SILL SEE FCINDAT'1O OETAP JS) T1'P. 9.00R FR:•"mVCs PER °LAW (DIv. 6 SLEET PERMIT CENTER TYP EXTER OIF ,SAL: CONS'R.JC'ION. PER °LAN (Div. 6 SHEET A-i, LOCATE SWEAT I G JOINT • COMMON "11S" SOLID DLOC K NIG • R` JOIST • EXT. SALL PONT GOAD BEAR.►■Cs PER FLAN FRAMING/FOUNDATION DETAIL 3 /1' =t0 11V R/V'1IJJ%111! J' t JI { H x cA a °-4 H r:4 w z Q -4 I - (oW Z Crmoa t-) 3-J � Z W 0 Z Z � Z 11 Z Z .- •A C O ` Q � m e } U C7 Q SHEET 131 ■ P05-- 4-1 3/4 " =1-0" 12' MIN BELOW GRADE TYP. DECK CROSS SECTION DELETE RAIL YbEN PINI&ED DECK ELEVATION IS 30' OR LE66 - 4 O4 FINISHED GRADE. RAILING PER PLAN (CLR DIET DTUh NOT TO EXCEED 4' SOLID !LOCKING OVER WPM'S 5/4 x 4 TK CDR :>CK G - IIN-0 PER PLAN !�! P? LEDGER PER PLAN, ATTACH IW LAG BOLTS PER PLAN TYP TJI FLOOR FRAMING PER CLAN CRIPPLE WALL AS REQUIRED PER FLAN. BEar1 PER =LAN POST CAP PER PLAN ?x (2' GREATER DEPTH 'NAN JOISTS) POs' BASE PER PLAN FINISH '.ANDSCAPE Ci 4DE FOOTING PER PLAN ON SOLID SUBSTRATE ..UL..,, - voU 4J Ie 1 [. FRAME OVER WALL DETAIL 3/4' =1-0" SECTION BEAM 3/4' =1-O' L HEADROOM MN 6' -5'. InIDTN MIN 3'-O' PER ABC ►006 2. TR!_-+DS 9' MIK DEFY - I4. RISERS S MAX. ( -EIGHT 3. u,:,tvDR,:': M. 34' TO M.,.rc. 38' .4304E TREAD NOSING HANDRA .- I we PIN TO 2 MAX CRO56 BECTON DI" ENSON I ' 'i2 MN CLEAR FRGt WAL- RETURN RA L E*IDS PER ISc SEC i006 2x BLOCKING ( \SKYLIGHT FLARE WELL DETAIL 3/4' =t -0' STAIR SECTION DETAIL 3/4•=T-0' CTYP) ROOF CONSTRUCTION FRAMING PER PLAN .....V.. ,.......r �r V V MOW I SKYLIGHT SIZE PER PLAN PRCVIDE FLASHING AS RECa/MENDED BY MFG 2x6 MJW "P -- 2x4 • ROOF 4N1D cR411IN6 "1E'' R5 TYP. G!!JB • CEILNC: ROCr F PER =LAN V. vv∎I vv I∎• v IIL4L.L 5TIVS BEYOND DSL JOT. BLOCK AS NEEDED SEE PLAN SEE PLAN FOR 'YP RISE 4 ?.A ",:R"ETVS+ON9 3M' PLYIIOVD RISER I Ud' 14,6F980 APC TI AD ON EASED N06NG 3 - 2x 6TR'►c Rt TYP ,J144.0 CENTER 3'R'4GEP firm 2 - 1,A4 STRONG BACK `1'P NAIL WALL STRINGERS J,Y (:1 16d TO WALL STUDS 5/d' TYPE 'x' GitlH AS RE�t, D SEE NOTES BELOW 2x KICKER PLATE 4. INSTALL FIRE 8L-OCKNG • STRVIERE - OP I BOTTOM 4 ADJACENT WALLI S , PER ,.DC SEC. ?082 5. COVER „SABLE SPACE JCER STAIR ,,RiI 5/d' T PE ' X ' GJrB USE i L AYERS • CEILING AREA - PER ,,;BC i00333.9 6. NTERMEDI4TE BAL. I TERS SHALL BE SPACED 4' APAR' NET OPENING PER ;,BC SEC S033 vuLvv •vu wu .. . 3/4 " =1-0' • EAVE DETAIL @RACING TO ROOF STR.ICT Q OVERHANG PER PLAN GABLE END DETAIL 3/4 " =1-0" GABLE END DETAIL 3 /4 " =t-O' OVER6-41 PER PLAN REVIEWED fOR CODE COMPLIANCE APPROVED JUL 2 9 1004 BUILDING DIVISION TYPICAL ROOF CONSTRUCTION TYPICAL FLOOR CONSTRUCTION 131 • 48' OC. AT OUTRIDE FACE OF WALL LNO ON 51-EAR WALL SCHEDULE 2X BLOCKNG Ilrr ■ (3) 2' • 14OL.E5 WITH SCREEN 5EE ELEV. 0.35 EXPOSED RAFTER TAIL 'TYP GUTTER �-- (Tot-WANG `FASCIA PER ELEVATION PER PLAN .._� TYP EXTERIOR WALL CONSTRUCTION `''RE`VJ.RE BLOCKING vv .w v. wv vv, v. TRI' PER E. EvATION - BARGE BOARD PER ELEv.aT OIv 2X4 SACKER FOR BARGE - NAIL THR, SKIP SHEA_ -IINCs w'TH 16d • CC. _YP 2X4 OUTRIGGERS • 4' OC. WITH 2)G BE'LEEN FOR TRIM PRESSURE BLOCKING 2X4 BR:.C'NG AT :45' • 8 -0'oc FROM TP. TO ROOF SHEATHING INSTALL W! PRESSURE BLOCKING DD NOT TOE w.::.. TYPICAL ROOF CONSTRI.;CTION TYP EXTERIOR ,:x44.1. CCNS'RUCT!ON TYPICAL ROOF CONSTRUCTION w wv i avv it )+� TR'"„ PER E.,EVAT -• - BAFrs,E 'IYP. SEE ELEVAr +ON 2)(4 BACKER F'JR BARGE - NAIL T4kt. 5 EATNING A'TN .6d • c.c. TYP 2x4 M R GGERS • 4' OZ. URTI4 2x2 BETI+,EEN FOR 'R!*" BLOCK''G AT CEILING LANE 2x4 LEDGER • iNT. CEILING LINE ervci EXTERIOR C0145"RLCTIO4 BALLOON QR.'.I"E GABLE DC LALL vv .aw- h7 EAVE DETAIL 3/4" =1-0' r 7r EAVE DETAIL SEE ELEv C 3/4" =1-0' EAVE DETAIL JVE 1:3444 s PER PLAN OVERHANG PER PLAN EAVE DETAIL 3 /L' =T-0' 12 V SEE E.-Ev SEE ELEVATION FASCIA PER r SEE ELEv - EXTQC 6' WYE GATT. IINS 1.OR 12' ADOYE BLOW N6U1 (TIT. ROC, coreiniCTICto r MK CLR FOR BEN' NG WI•41'GC.A' •161DE FACE OF - ALL 1040 ON SHEAR SCHEDULE 24€ BLOCKING ure4 (3) 2' • 140LES i&r - SCR!~ FN EXPbSEC TRt.446 TAIL (TYP GUTTER (f`Y!- EXTERIOR ,..ALL CONS'RIJCTICN) BAF FEL - EXTEND 6' ABOVE BATT. INSUL OR 2 ABOVE BLOWN INSUL. (TYP ROOF CONSTRUCTION 1' MN CLR FOR VENTING •48' OC. A" AVSIDE FACE OF WALL WO ON SHEAR WALL. SC. -EDuLE 2X BLOCKING WT'-- (3) i' • HOLES WT.• SCREEN lat t ELt 'A'ION ExL R,4FTER ' a'� r _ I . ('I �'»r' Gu"'TE'ic . OVERHANG - `F45Cia PER ELEV »_ON PER °LAN ._... - . �� 17 . ("Y° EXTERIOR kaki- CONS'RIJCTIOV ) BIF FE- - EX'ENC 6' ABOVE BA" INSUL. OR 7' 43CvE BLCWN INSUL (GYP ROOF SCNSTRUC ? ION : 2' MIN CLR. FOR AWING WI • At OC. AT NTSID= FACE OF JIALL MO oN s4 -TEAR SCHEDULE 2X BLOCKING .1!7r+ ;3i 2' • H0:15 SCRE 1 EXPOSEC 'RUSS TAI_ FASCIA FER ELEVATION (TYP EXTEFc; -ALL C•ONSTRUC?I.7N) TYPICAL ROOF C INSTR.L ^Q4 r CLR. tOR ,ELATING 11 • 48• OL. AT *ODE = ACE OF WAL;. MC CN 5€.R .:ALL EQEDLLE 2X BLOCKING ("4 (3) r • HOLES JTN WEN RECEIVED CITY OF TUKWIUI 2X BLOCKING TIYP � OVERHANCs PER 9.404 ,1 1 `FASCIA FETE ELEVATION T *, EX'TER ' WALL CCNS'RXTIQO f - . .r.... W r1"0 VV r..%I .14.4 l ' A , PERMIT CENTER IS rn 1, (0 E a °In4; H z a H n o U ii2 ;gg0 g 9.Jkso ›.11 gi M 71 4.11:=111stisi %CET D2 rte - i��I 119,01 BP" SHEARWALL SCHEDULE, PER 997 ; G 23 tI -I -I ;L'ALL - STUDS S+-4E ATNING b,)® NAIL - T PE 4) PANEL EDGE ©_OrCKING NAILING ® ' BC` TO'"‘ PL. •:+ TE •a'L NG TO MEMBER BELOW( - ''CF' PLATE '=ROM MEMBER N.:._.NG 1' 4QOvE , „C :6T5 '404)&4 G 4 r',AAKaE 31LL PLATE 4:NCs�pR SOLI WAGING _,, "• :BsE O D • 82 REDUC`iON FOR -F E DG E - ELD �•' '. SCL iD LIJ"11BER • CST. 60 ID -UMBER P; -624 2 * 24'oc , '16' O $B. ONE SIDE O DIA (MIN) MGR SIC YES I 4 * •I' 0.1 ow It oft 12 ba • 5' oc Bbd • 5' oc ba • 4 oc bd • 3' oc ibd • 1 -1R' oc ' ?) '401 118 1604 • 4'oc ?I ROWS +604 • 3'oc bd • 5' oc 16d • 5' oc 'bd • 4' o Od • 3' oc Ibd • 2-1/2' oc.:35's ?) ROWS It'd • 4'oc �) 401115 Ibd • 3'oc 435 s • 20' .. 033'• • 14' oC A 35'• • 7' oc A35's • 10' oc • IC' oc . . • 35 s • ,. oG A35 s • 5' oc , • 5.06 16d • 5' oc Ibd • 4 o c 16d • 3' ec 1 .6d • 2 -IJ:' oc (2) E. Bbd • 4'oc l2' R 011 . 6 'bd • 3'oc 5 • 48' oc 5/8' • 48' oc 5/8' • 32' o 5/8 ' • 24' oc (K; , E' • !2' oc 5/8' • 6' oc . 5/e • 12 oc 150 PLF lir PLF 302 F'LF $ m PLF 1513 PLP 1� Ply 1 300 1 :' , ...F- PI -b P1 - 4 P;-3 2x STt • I lb' oc 01-30 P2 -4 P2-3 3x STUDS • ST EATING JOINTS ~'1b' OS$. 'WO SIDES gig L. r ; I I I L D awe • - —E►" ONIIPM . =7.3 — LT 5D r mono • � r £3 FOUNDATION SHEAR WALLS E 7) REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 9 2004 City Of TUkw�la BUILDING DIVISION • 111 &ale l/4'•1'4P J i J SEAR R. MID. MIDDLE F. MID. FRONT PER 191 tJB:.. I GENERAL SHEAR NOTES ow L 6EE CALCULATIONS FOR "ESIGN C#R TER - 2. ALL SaIEAR...,ALL* 514OU t O 4 n-•E FLOOR +PLAN ARE POP :a4t..LS ON 1'NAT LEvE.. (TYPICALLY Se4O N SHADED). a. ArvC 4OR. sE IS FOR 34-EARWALLb (PANELS) ONLY. 404ERE POP' ONS OF ALL• APE NOT DESIGNATED AS 514E AR 1:2 41`'E L5. NAIL f TO BE SPACED PER 199 ' LOC TABLE 13 - -8 - 1. 4 UMERE POR` IONS CIF WALLS .:''E NOT DESIGN. ED AS S'-+EAR PANELS '$4E! SHEAR DE ".a'L• DO NOT APPLY FOLLOW M'N U.B.G. RE014.Fr'S /ENTS 5 :F SHEATI4ING JON' 15 5+� IT c* A cc ' "' iMBER NO ADDITICN.•L TOP PLATE NA!LINCs IS REC.U'RED. 6 PQOvIDE TUX' SUDS AT ALL 14OLD DOWN LOCATIONS T. SEE '"'- 1 . `.UF•:CTI..RER 5 REQU'RE!1ENTS AND DETAILS FOB, F TY OF .40LDOuN, STR.:.P AND CONNECTOR =OR PROPER N5T.:4L_L t.' ON 8. ALL F'L` "L COC OR G`rP£x! SNEAK' -,ALLB 5+ -3L1..L BE APPLIED -.OR 'ON .'ILLY OR "ER C.:.LL'T' ON STUC' 3. EDGES 5••ALL BE ST AG IERED 4' CENTER OF STUDS AND BUCKED PER SCs-EDULE. ✓O NC' ONERDR VE NAILS INTO SNE.1T -'MG. 10 .SPR'_ S4 -+E DIRECT...."'" TO FR.:.'••!i•C "' II. ROC SHEATHING: "/16' OSB AP:. RATED $ E A'+ -I ING 424/0, La" �j° ve' CLR BETWEEN TO ALLOW FOR ExPAN5ION. N.» L'NG `0 3E 8o COMMON •/ EDGE NAILING .1 6' oc • F ELD ►rf:''_►!vCs -:' 12' oc ALLOWABLE ✓!4PL4RA: 1 5++EA►P: rOxE S2. 140r ,c PER '997 UBC ':.BLE 23- !; -•+ 12. FLOOR S+- +EATNIsIG: 1 9/32 MIN ,SPA RATED SHEATHING (48'24) NAILED 4 GLUED 4D+- 4 E5'VE 5+ -HALL C_)NFORM ' O AP S+°EC'FICATION5 AFG 0 PROvIGE T 4G EDGES AT LONG PANEL E 'CZES. NA:►I�!NC.s TO BE 100 C.Ot• MON EDGE NAILING AT 6' oc • c'ELD 'MAILING AT' T cc ALLOWABLE DiAPHRAi-1 SHEAR: 215x082 =1 -nvif PER 1 997 USG TABLE 23 -t1 -•• l3. PL" WOOD SN•+LL BE LA!D ur/ FACE GRAIN PERPENDICULAR 7 0 SUPPORTS AND END 14. -a.'VCI -FOR BOLT PLACEMENT HAS BEEN DOUBLED TO USE A SINGLE 2x SILL PLATE IN SI- +EARIL.4+�LS NOT EXCEED 600olm. PER THE uJ.:SINGTON STATE BUILDING CODE COUNCILS EMERGENCE" RULING AMENDING U.B.C. TABLE 23- :. -. -. AND TABLE 23- s1 -. -2. SHEARWALL KEYNOTES 8THD 14 AER DETAIL 8'5G; (blrl ? 6T+-►G '4 R.; PER DET-»'L 8 /SDI 4-02A PER DETAIL 8 SD' :- IDS.' -• PER DET.:'! 8/SD; 5 , PD10A PER DETAIL 8/50 C516 -60 DRAG5TR'UT PER DETA:L 10/502 C " > C516 -30 PER DETAIL 1/5D2 <> 0516 -48 PER DE'-: L 14/SC2 (.\ ; P%-ITD2 PER DETAIL 8/5D' PND5 PER DETAIL 8/5D' P'-D PER DETAIL S /901 1-ITT22 SSTB2E PCQ DETAIL 8 /5r. I W7 4.1f 55Te20. PRC VIDE Ts4KND FOOTING PER ''ANUFACTuRE3 RECCMENDATICNS PROVIDE T"+R„ FLOOR 'C 9NE.:►FP—:.LL ABOVE PER A1 TAC-4EC KEYNOTE I4 - l2' C5I6 -3e PER DE-A'L 1/'502 S40,..130 STUD B- CK TO ALLOW jDLY*1, 0OD (� SHE- :THING "O RuN C;ONTINt.10US THROUCs:4 1 OERPENDICL.I._4R .JALL. 4722 UP AND $ T22 DOLN ;J/ VT ALL THREAD I6 ► 13E THE 1 O .�FL TNRF -1aD IS CONTINUOUS • reROuG+-1 FLOOR .:O I ST. III PR ^vIDE SOLID BLOCK ''VG 'UNDER WALL ABOVE SYMBOLS & LEGEND 140LO DOIJ' I,jr .4 CALLOUT VER' CAL ST1F LC U$TN CALLOUT PERMIT CDITEp TO BE k.JSED ON WALL BELOW &Txx — HO'RTZ0IVTAL STRAP WITH SIZE DESIGNATION r SWEAR J•4LL TYPE OF Ss-'E.4R IIALL ?- - - WALL ABOVE 1 ECEIVED CITY OF TuKWILA MAY 1 <, JJALL BELOW y a V V 0 U Cs- I T�� 10$ NO. : 0304301 STARTING NO. : P7211 -10 l SHEET S i 2 SD2 � 2 SD2 5D Jot JAL J L v. t1 P1 SD2 ' {?bj I L aile■ ■Imb 41■11•■ milimmii• 00.14 V V •IIMPIMNIMO ON I I P1 4 Ii 501 ANL REVIEWED FOR CODE COMPI.IA APPR M. 2.9 2004 City Of Tukwila *AWING PIACI � 1 r omo MAIN FLOOR SHEAR WALLS eca1. 1/4'8)(-o' NO SMIIMIIIIIMP PI 4 •�.� MEM - 4.4 ■11.11111•111, 5 SDI H J ,SEAR MIDDLE F. MID. FRONT I GENERAL SHEAR NOTES 001 L BEE CALCUL ATION6 FOR 77ES.C.IN CR'TER' 3. A=LL 614EARWALL5 514O41.1N OA "NE FLOOR 1 °LAN AF'` FO• -JALLS ON THAT LEvE (TYPICALLY 614CALN SNADE*J). 3. ANC1.40wc GE IS FOR 3►4EAP....LLS (PANELS) Of■LY. Wt4ERE F'OR'.ONS OF u..4_L6 ARE NOT DESIGNATED' AS S+»E-1IF PANELS, N-4ILS TO BE SPACED PE4 1 19 - 1JBC TABLE 4. W-ERE F'OR -7 ON15 OF WALLS ARE NOT DESIGNATED A4 5~+E AR CD _ 3 THEN SHEAR :-)E7.4%-5 S DC NOT APPLY FOLLOL "'S'N tJ a C. Rr::a. REMEN S 5 IF 54E- : :DINT 10, SF''_ ;T ON A COMP MEt - /e3F ' NO ADDITION.:.. T OP- ) PLATE NAILING 1S RE.C+ :'RED. b PROVIDE - 4.40 STUDS AT ALL 44OLD DOWN ...00ATIONS ''. SEF '1ANLF..CTuRER 5 1 WCll.►'RFMEN "S ZND DETAILS Kam, t:+C4- TYoE OF .40LDOON, STRA.: AND CONNEC FOR PROPER N5TALL..4 T ION e. ALL PL` OR GY c'SUr' 544E.= RWALLS 544AL'. BE APK'L I'` D NOR'Z'ONTALLY OR VFW' CALL ON S 1UD5 EDGES 54.4AL.- ESE 5 A<aC EKED AT CENTER OF STUDS AND BLOCKED PER SC-.EDL.LE. 9. DC NOT OVERDR /E NAILS !NT.^. 5E-iE4T1 -''MCs. S44E .L.R PANEL D IRE TL `' TO FR, ."'" :NG I1. ROOF 5i 4E- 4TNING. 116' 05E3 APP Rr:TF:J 5�- E- »Tr+rNC (24/0) -.:.''" UP �.i M'N ./8' CLR BET'JJE'_'V TO ALLOW FOR ExPANS1ON. NAILING 0 BE 8ca COt 1ON IJ EDGE NA; . NG AT 6' oc 1 FIE : ti.:►'LNG ..r '2' oc LOWABLE D;AP+4R.4"" S.- 1 70x0.82 = 4OnIo PER 99 UBC TABLE 23- II-4- 12. FLOOR S-4E. T44INC. '9/32 MIN 41='4 RATED $4EATi- ING (48/14 ti NAILED 4 GLUED. 4D+4E5 CONFOR'"' 'TO APA SPEC ='CAT'ON5 AFG 0' PROvIGE T EDGES AT ..ONC: PANEL EDGES. NAILING TO BE 0d COt"''"'QN w- EDGE NAI._'NG AT 6' oc 4 FIELD NAIL'NG AT '0' cc AL LOWABLE DIAP- 4R4'"' EAR: 215)(0 5 - '71plf PER 199 USG TABLE 23-1144 13. PL Y aJOOD 54- +4LL 8E L.-VD w / r ACE CsRA IN PERPEND I Cut .:.R TO SUPPORTS AND END. 14. ANC+ -OR BOLT F',..ACE11ENT +4.15 E EEN DOUBLED TO USE .4 5:NGLE 2x 'N 5F4EARW4LL5 NOT EXCEED 6G.1 r • PER Ti-4E W45!NGTON STATE BUILDING CODE COUNCILS ET" tERGENCY RULING AMENDING UB.C. ' ABLE 23- 14 -i-I AND TABLE 23- .1 -1 -2. I SHEARWALL KEYNOTES i 5T+ 14 PER DE - Al 8 5D' (51'"' tT4-4D '4 R✓ PER DE 8 /SD! 3� PER DET4 L 8 '5D! ; PER DE "•: L Pr.:Ia.:4 PER DETAIL 8 /SD 6516 -be DRAGSTRU' PER DETAIL C.516-30 PER DE"- 1/6D2 0516 -48 j°ER DETAIL 14 '5;^.2 12 1-x"22 ,it/ S57520 "EQ DE".-'L 8:5D; PND2 PER DE "A 13 F1-4D5 PER DETAIL 8/SDI PHDIO 1°ER DET 8 /5D t}.trT22 SS B2Z . PROVIDE "UK VD FOOTING PER `1 ANJF ACTURE S 6 2E CCt"iEND A ON ti PROVIDE STRAP Tr+R,. FLOOR 'G 64- +EAR4, A_L ABOVE PER a T TAC4-1E47; KEYNOTE. 1A (2 CS16 -30 ='ER DETAIL f15D2 C) HOLD STUD BACK TO ALLOW IDL ''WOOD 6►E AT44ING TO RUN CONTINUOUS T4-4R UG.' PER°ENDICuLAR WALL 0 147 UP AND +4'772 DOuN Le! 1/2' ALL TNRE AD 16 BETWEEN T44E TWC ALL TWRE -{D 1S COt'IT IN.,OUS T44ROuG41 FLOOR"' . PROVIDE SOLID B? OCK'NG I.NDER ABOVE SYMBOLS & LEGEND HOLD DOWN uIrr44 CALLOUT RFC E VED CITY OF TUKWILA MAY 1 VER" CAL STR .;P UNTN CALLOUT CENTER TO BE USED ON WALL BELOW PE RMIT 6Txx __ NOR':ONTAL STRAP LLpTI.4 5tZ'E DESIGNAT1ON 6►4E AR .UAL L TYPE OF SHEAR 144.i. . _ :: - WALL AlSOVE 1 i L ALL BEL OW to /SD 2 PER 'w u C roi V V O V 'C3 u N O U Co � 3 i • 11fl.E SHEET TOR NO. : 0304101 STARTING NO. : 97211 -II0 S2 11-414 SHEARWALL SCHEDULE, FER IV , G 73 II -I - I WALL TYPE STUDS �+ AT14ING P10)0 1y ir PANEL. EDGE BLOCKING NAILING 0 � BCT1QM F'..••;L NAL.NCs TO MEMBER O ELOWM 'OP PL:.7E !v.+,L1NCi FROM MEMBER ABOvE -'ILL PA L 'N _ �'� $2 REDUCTION FO 4F EDOE _ FI E1- D 7 ' SC ` - `' LUMBER - . • JOISTS ."'►'- 3Cl LUMBER _ . 4CI5T5 ' - IOUC,N FLANCL .- 30L 1 SPACING i -b24 2 K • ; 4 •G G _ 1b' 0 . 5 . JNL SIDE 01A f1'1IN) f'ELM IC YES S V 16c3 • 5' Qt. d 6d• 5'oc Bbd • 4' o. Ibd • 3' oc Ibd • 2 -1/7' oc '2) ROWS • 4 'Oc ' ?) RCW6 'bd • :'oc ( w • 5' c a G 6d•5' 4d • 4' as 6d • 3' oc VA • 2 -11R' or..435'e '2) ROIL' '6d • 4' oc '2) ROWS Ibd • 3'oc A 35 • • :0' 0 C 436e•4'oc ..35 e • 12' oc :.35'e • C' oc • IV oc ,� X 3 6 e • x 's • 5' oc $60 • 5' oc 16d•5'x 16d • 4 • ' ac I6d • 3' oc 4,c1 • 2 - pc (2) ROILS ' �d • 4'Oc (2) ROWS :bd • 3'oc 5/8' • 48' oc 5i8'•48' 5/8' • 32' oc 5/A' • 24' oc ( u 5i8' • '2' pc 5/8 • !6 • x 5/8' • !" pc 60 FL.F 9� 1 PLF 302PLF 360 PLF 513 PI 100 °LF SOD PLF be F , 1 _ 4 P - 3 2x ST • LDS i6' oc PI -3I0 �_ 4 P2 -3 3x STUDS • 16' oc gTA(AFR SHEATHING JOINTS 1,16 16' O$ TWO 2 SD2 � 2 SD2 5D Jot JAL J L v. t1 P1 SD2 ' {?bj I L aile■ ■Imb 41■11•■ milimmii• 00.14 V V •IIMPIMNIMO ON I I P1 4 Ii 501 ANL REVIEWED FOR CODE COMPI.IA APPR M. 2.9 2004 City Of Tukwila *AWING PIACI � 1 r omo MAIN FLOOR SHEAR WALLS eca1. 1/4'8)(-o' NO SMIIMIIIIIMP PI 4 •�.� MEM - 4.4 ■11.11111•111, 5 SDI H J ,SEAR MIDDLE F. MID. FRONT I GENERAL SHEAR NOTES 001 L BEE CALCUL ATION6 FOR 77ES.C.IN CR'TER' 3. A=LL 614EARWALL5 514O41.1N OA "NE FLOOR 1 °LAN AF'` FO• -JALLS ON THAT LEvE (TYPICALLY 614CALN SNADE*J). 3. ANC1.40wc GE IS FOR 3►4EAP....LLS (PANELS) Of■LY. Wt4ERE F'OR'.ONS OF u..4_L6 ARE NOT DESIGNATED' AS S+»E-1IF PANELS, N-4ILS TO BE SPACED PE4 1 19 - 1JBC TABLE 4. W-ERE F'OR -7 ON15 OF WALLS ARE NOT DESIGNATED A4 5~+E AR CD _ 3 THEN SHEAR :-)E7.4%-5 S DC NOT APPLY FOLLOL "'S'N tJ a C. Rr::a. REMEN S 5 IF 54E- : :DINT 10, SF''_ ;T ON A COMP MEt - /e3F ' NO ADDITION.:.. T OP- ) PLATE NAILING 1S RE.C+ :'RED. b PROVIDE - 4.40 STUDS AT ALL 44OLD DOWN ...00ATIONS ''. SEF '1ANLF..CTuRER 5 1 WCll.►'RFMEN "S ZND DETAILS Kam, t:+C4- TYoE OF .40LDOON, STRA.: AND CONNEC FOR PROPER N5TALL..4 T ION e. ALL PL` OR GY c'SUr' 544E.= RWALLS 544AL'. BE APK'L I'` D NOR'Z'ONTALLY OR VFW' CALL ON S 1UD5 EDGES 54.4AL.- ESE 5 A<aC EKED AT CENTER OF STUDS AND BLOCKED PER SC-.EDL.LE. 9. DC NOT OVERDR /E NAILS !NT.^. 5E-iE4T1 -''MCs. S44E .L.R PANEL D IRE TL `' TO FR, ."'" :NG I1. ROOF 5i 4E- 4TNING. 116' 05E3 APP Rr:TF:J 5�- E- »Tr+rNC (24/0) -.:.''" UP �.i M'N ./8' CLR BET'JJE'_'V TO ALLOW FOR ExPANS1ON. NAILING 0 BE 8ca COt 1ON IJ EDGE NA; . NG AT 6' oc 1 FIE : ti.:►'LNG ..r '2' oc LOWABLE D;AP+4R.4"" S.- 1 70x0.82 = 4OnIo PER 99 UBC TABLE 23- II-4- 12. FLOOR S-4E. T44INC. '9/32 MIN 41='4 RATED $4EATi- ING (48/14 ti NAILED 4 GLUED. 4D+4E5 CONFOR'"' 'TO APA SPEC ='CAT'ON5 AFG 0' PROvIGE T EDGES AT ..ONC: PANEL EDGES. NAILING TO BE 0d COt"''"'QN w- EDGE NAI._'NG AT 6' oc 4 FIELD NAIL'NG AT '0' cc AL LOWABLE DIAP- 4R4'"' EAR: 215)(0 5 - '71plf PER 199 USG TABLE 23-1144 13. PL Y aJOOD 54- +4LL 8E L.-VD w / r ACE CsRA IN PERPEND I Cut .:.R TO SUPPORTS AND END. 14. ANC+ -OR BOLT F',..ACE11ENT +4.15 E EEN DOUBLED TO USE .4 5:NGLE 2x 'N 5F4EARW4LL5 NOT EXCEED 6G.1 r • PER Ti-4E W45!NGTON STATE BUILDING CODE COUNCILS ET" tERGENCY RULING AMENDING UB.C. ' ABLE 23- 14 -i-I AND TABLE 23- .1 -1 -2. I SHEARWALL KEYNOTES i 5T+ 14 PER DE - Al 8 5D' (51'"' tT4-4D '4 R✓ PER DE 8 /SD! 3� PER DET4 L 8 '5D! ; PER DE "•: L Pr.:Ia.:4 PER DETAIL 8 /SD 6516 -be DRAGSTRU' PER DETAIL C.516-30 PER DE"- 1/6D2 0516 -48 j°ER DETAIL 14 '5;^.2 12 1-x"22 ,it/ S57520 "EQ DE".-'L 8:5D; PND2 PER DE "A 13 F1-4D5 PER DETAIL 8/SDI PHDIO 1°ER DET 8 /5D t}.trT22 SS B2Z . PROVIDE "UK VD FOOTING PER `1 ANJF ACTURE S 6 2E CCt"iEND A ON ti PROVIDE STRAP Tr+R,. FLOOR 'G 64- +EAR4, A_L ABOVE PER a T TAC4-1E47; KEYNOTE. 1A (2 CS16 -30 ='ER DETAIL f15D2 C) HOLD STUD BACK TO ALLOW IDL ''WOOD 6►E AT44ING TO RUN CONTINUOUS T4-4R UG.' PER°ENDICuLAR WALL 0 147 UP AND +4'772 DOuN Le! 1/2' ALL TNRE AD 16 BETWEEN T44E TWC ALL TWRE -{D 1S COt'IT IN.,OUS T44ROuG41 FLOOR"' . PROVIDE SOLID B? OCK'NG I.NDER ABOVE SYMBOLS & LEGEND HOLD DOWN uIrr44 CALLOUT RFC E VED CITY OF TUKWILA MAY 1 VER" CAL STR .;P UNTN CALLOUT CENTER TO BE USED ON WALL BELOW PE RMIT 6Txx __ NOR':ONTAL STRAP LLpTI.4 5tZ'E DESIGNAT1ON 6►4E AR .UAL L TYPE OF SHEAR 144.i. . _ :: - WALL AlSOVE 1 i L ALL BEL OW to /SD 2 PER 'w u C roi V V O V 'C3 u N O U Co � 3 i • 11fl.E SHEET TOR NO. : 0304101 STARTING NO. : 97211 -II0 S2 11-414 �, @, SHEARWALL SCHEDULE y , PER ,� ?3 -I - VALL TYPE STUDS . - S 5.1E ATI4ING e'' - NAIL T I PANEL BOCK NG NAILING ® BOTTOT -4 EL.'.'E 'r.+; _' G TO MEMBER BELOW 11) ' ✓K' F'�_ - E N4 N4 _ NG FROM MEMBER ABOVE =TILL PLATE wy I `' _4046+.43_E _ OAD • 92 REDUCTION FOR NF E I - F■ELD CuT' 50.-7; _11"rsER - - JOISTS ( �..T, SOLID LUMBER _ , - 40 ∎6T5 ' NOUC' FLA'C.iE ° -b: • :4•04 7 ib' O$$. "NE SIDE 10 DIA (MIN) FNE, 1ATIC JRvEN 5 J1 41 A A 01 ■ a 1 ;bd • 5' oc 16d • 5' oc I6c • 4 oc 16d • 3' oc 16 d • 2 - I f2 oc ' 2) ROWS :6d•4oc 2) ROWS , (201 • 3 Abu • 5' oc ;bd • 5' oc bd • 4 oc Bbd • 3' oc . {bd • 2-1/2' ow- (2) ROWS* ►'d•4 (2) ROWS i 'd • 3'oc , r35 2e' ac A35'• • 14' oc Ass • • 1 2 4 oc _,S'• • lm' oc , . 3S e • 10 . oG -A6'• • '' oc 1 A35 s • 5 oc I ►ba • 5' oc 1641 • 5' oc 160 • < oc lid • 3' oc '.bo • ; 172' oc (2) ROWS 1bp• oc f 2) R OLL ! d • 3 . � 1 5/B' • 48' oc 5/8' • 48' oc 5/8 • 3r oc S W 24' oc (4 5/8' • '2' oc 5/8' • 16' oc 6/8' • !2' oc 60 PLF I5"1 PLF 302PLF 350 PLF 913 PLF 100 PL.F We a F I :'x STUDS • 16' oc P1 30 p 2-4 P2 -3 3x STUDS • 16' oc STAGGER SwE ATNING JOINTS 1 '16' 0.8.5. '„1p SIDES F SD 2 SD2 SD2 SD2 1 SD2 17: _ 1 SD2 N wed w E-1 Liu z L- RE VIEWED FOR CODE CAMPLIANCE AppRO 29 2004 ay Of l'ukwlla BUILDING pSt9N P1 -6 UPPER FLOOR SHEAR WALLS 4 '- 0 REAR R. MID. MIDDLE F. MID. FRONT I GENERAL SHEAR NOTES w,� I. SEE CALCULATIONS FOR DESIGN CR 'ER .� 2. ALL $- 4EAEcw ALL'S 64.4011N ON T-4E FLOOR PLAN ARE FOR ;JALL6 ON TWAT LEVEL f TYPI ;ALL'! eI•4OLLN S4ADED ►. 3. ANCI- IOR.CsE IS FOR 3+-IE . RECALLS (PANELS) ONLY WWERE POW' IONS CF JAI. S ARE NOT DESIGNATED AS SHEAR L'ANELS, NAILS TO BE SPACED PER UBC TABLE 23 •II -5-1. 4. LL$.1ER?E PORT IONS OF .a4LLS ARE NOT DES ;GNATED AS SHEAR PANE_B THEN SHE-4R DETAILS DO NOT 1APPt - FOLLOL, US C. F G'?u . fer `'TENTS 6 IF 5wFATH1NG ,JOINT 15 5P_1r ON A COMMON "1E'"/BER NO ADDITIONAL 'OF' F1 A1E NAILING 1S f Q:iR'ED. h PROVIDE T'J1r 3rz)e AT ALL NOLD DOWN •OC,..T'ON•u '1 SEE % 14T 5 REC.u'RET AND DET:- L5 FO' r -.cN PE OF HOLDQiJ , STQ.:,P AND C.JNNECTOR FOR mROF'ER 'N5 O►v. 8 ALL P_ u.k,OG O E .>R',.,ALL S E' E AF 'LIED «4GR ZON -ALLY OR VERT CALL" ON 5'. EDGES SHALL BE STAGGERED AT CENTER 0.ND 8_OC.,KED PER SCHEDL#LE. e CO N.JT OVERDR VE N4!1_5 'NTO 5+-+EAT• -+!NG 10 Ap'' S1 -E•-R PANEL DIRECTLY TO'<'R.;r''VG H. f@CJF S 4EATH!NG: 7 .16' OSB APA RATED 31-1E..'1-•ING I :4 /0) LAY Uj° ,u/ •' N 1/8' CLR BETWEEN PANELS TO ALLOW =OR ExPANS'ON N.: LING TC BE 84 COr'IT - ION o f EDGE NAILING AT 6' oc 4 FIELD N.:.ILING -.T :2' oc ALLOWABLE DIAP4- 4RAI 54.4EAR: ; = I40p,F PER !9`3 UBC TABLE 23- i -••. 12. FLOOR S+- +EAT: -11NG: '9/32 T APL` RATED S.EAT1 -LING 48,24? NAILED I C3LJED. AO+ -IES' VE 5 - 4 LL �ONFORf+ YC APA SPEC!F'CAT'ON5 AFG 01 PROVIDE `4G EDGES AT LONG PANEL EDGES. NAiLING TO BE ' Oo CO - 'ON w' E NAILING .4' 6' oc 4 g!ELD NAIL!Nts AT 'e' oc .ALLOWABLE D'AF'44024"' SHEAR: 2 1 .-- PER , eel L►BC T ABLE 23- 11 -e4 13. F'L` WOOD SHALL 8E LAVE) rsr! FACE GR,." PERPENDICULAR TO 56:PPORTS AND END. 14. ANC -+OR BOL' PLACE"/E.NT 1-IA5 BEEN DOUBLED TO USE A: SINGLE 2x SiLL 5+-►E-»RwAL-5 NOT ExCEED • r PER THE .�1A51NCsTON STATE BUILDING CODE C.CuNC!L5 EP"IERGENC`►" R1:L'NG A'"END:NG U.B.C. TABLE 23- -, AND TAM._ :3 -It -2 I SHEARWALL KEYNOTES ND2A PER DE - A L 8/5D' 3 ' ( ET L 8/5D' K \ > t4D ICS► PER DE'• 1 - S/SD 7 C516 -3m PER DETA._ 1/SD2 8 , C51)-48 PER E.-AIL t4.'5.^.2 c CI I -I1T22 w/ 55TB20 PER DI`':. "L S15D1 1 7 22 w / 55 •R^ ✓ F007 \Cs 13 '°ER '`"IANUFAC - ..RES RECMENDATio^;5 PR':vIDE 5TR 'HR.. FLOOR O 5HE. ALL ABOVE PER •» 'AG1 -cD KEYNC;TE $4o 5TU0 BACK - 0 ALLOW PLYWOOD 15 €0,,EAT; -.IN[x TO R.,N CONTINUOUS T:- PE R°E'rD ICUL AR .;:4L:. 1-r722 UP AND P I'''T22 DOWN u1/ 1/2' ALL TNRE- ' 1 BE',JEE\ Tp.,E Tw0 ALL T = AD IS CONT IPUOl.u3 THROUG, -, FLOOR .GIST SYMBOLS & LEGENI CITY OF T UKKwI MOLD DOWN 0,44 CALLOUT MAY I POW CENTEF 5T•* :4 PER DE'-:'L 8 /SD» (51M S- ,- 14 R., PER DET4'L 8/5D' CS16 - 60 DR.AG5TRL:` PER 10'SD2 °s-•D2 PER Dr 8%5D' P1-ID5 PER DETA'L P1-1010 PER DETAIL 8'Sp1 (2' 0516 -3C PER DE' A'L 1/5D2 PROVIDE SOLID BLOCK UNC'ER MALL ABOVE VERT CAL STR- -P 0 CALLOUT TO BE USED ON WALL BELOW I I . 1•b 81.4E AR %JAL', TYPE OF SNE AR .,BALL r - - -- !CALL ABOVE 1 1 „MALL BELOW PER IV 624. BTxx WORT :"..ON -AL STR 4P ere- 51 17E DE S 101414T I ON 101 NO. : 03043.01 STARTING NO.: Y7211 -I0 SHEET S3 0 i;05-11-11-1 ... --ImPes- -'-'---- IC APPI FR APIITITFCTS. PS. 71W iiir 14.411 ST 161fi Street. (4251 (74175;20 f I ' r - �m *EA VTE DETAIL -0' A TYP. FLOOR CONSTRUCTION TYP EXTERIOR .BALL CON6TII iCTION IUTH WALL SHEATHING PER 55C1'ED12.E STRAP PER KLAN TYING WALLS TOGETHER ALIGN STNS 2X 1111 16d TO MATCH SHEAR .WALL NAILING BELOW INTO TOP PLATE SHEAR WALL C OFFSET TO CRIPPLE WALL OVER .4AN , PER PLAN lid TO MATCH Si-EAR WALL NAILING BELOW 2X FURkING WALL PER ALAN 2X CR'PPLE WALL PER PLAN TY= EXTERIOR WALL CONSTRUCTION KPH WALL SHE••.T«HNG PER JULE TYPICAL ROOF CONSTRUCTION NAIL ROOF SHEATHING PER SCHEDULE. "`'PICA:. FLOOR CON ST'RUJCT,CN M•48'OL AT OUTS ►DE FACE OF LALL t)?v.C ON SHEAR ,BALL 5C4-EDULE 8 d • 6' oc •BLOCKING BLOCKING PER ARC DE?AIL3 TYP . EXTERIOR uJALL CONSTRu :'ION WITH ,•AL_ 5•- IEATUING PER 5CHEDULE TOP PLATE !BAILING PER SHE 4)71.A_: 5C.►;EDJLE FLOOR SHEA'NINCs NAILING PER 5.4[ AR.:;AA._ SCNF JLE BLOCKING PANEL EDGE I FIELD ALAI_ NIG PER 5G -1EDu► .E T`rP FLOOR _,CNSTRULC -TROY TYP WALL CONSTR TION W'TI.4 WA._ Sp-EA PER SC D'LE SHEAR WALL PERPENDICULAR TO FLOOR JOISTS SHEAR WALL HOLDOWN C3/4'4-0' 3 / 4 " = -0 " ,, �� T.;, TOP PLATE NAILIIIC, PER SHEARuALL SC+4EDULE FLOOR SHEATHING NAIL ING PER S+EAR...AL.L 50.1EDULE FLOOR a016T8 PER °.,AN PANEL EDGE I FIELD PW ING PER SCHEDULE ALIGN FLOOR .01111 term au TYP BOOR '.:OIN15TIkt.c:TICP4 IMP WALL CCNSTRUC'TIOY glT9 MA4 -L SHEATHING PER 5C.CDILE SHEAR WALL PARALLEL TO FLOOR JOISTS 3 / {' =T-0' M Ir v.v vv •••• vV_.IAN 1/p1V-UvJVU-4... • NAIL FLOOR 514E4 MIS AREA WITH IC a• IS'oc. EDGES le d • oc. FIELD BLOCK ALL EDGES 3/4'=1 -0' 3/4' =1-0* 61 41 STRAP TRANSFER JOIST • OPTION TO ALT HOLDOWW AT POST AND STRAP U° TO FLOOR AeovE PER PLANT r L J 1 L J HOEDOWN STRAP TYP. WALL CONSTRUCTION WITi4 MALL S4EAT$4ING PER SCHEDULE SOTTO' PLATE NAILING PER SHEARLIALt. 5C4EDW.E BLOCKING TYP FLOOR CONSTRUUCTION SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/4' =t-0' TYP. uaALL CONSTRUCTION u WALL 51- EATHING PER SCHEDULE 'I P FLOOR CONSTIa1CTION BOTTOM PLATE NAILING PER 5+- EAI011ALL SG'IEDULE 110 d NAIL • b' oc. PLYW,D r0 RI' JOIST STRAP PER PLAN - SEND UNDER RI' JOIST TO TJI tLE@ STIFFENER JOIN PANEL EDGE ON COMMON "1E"1BER PANEL EDGE NAILING INTO CON"1'10a MEMBER • FIELD NAILING PER SCHEDULE BLOCKING IlEs STIFFENER EA. SIDE STRAP PER PLAN - BEND OVER 40,5T TO 'J' 4E5 5 *IFFENER TOP PLATE NA'LING PER SHEARL'.ALL SCHEDULE TYP. L; ALL CONSTRICTION Ur‘: 21ALL 51• AT:.HNG PER SCHEDULE TYP WALL CONSTRUCTION ;JT1= R ILL S 4E..1T4 -►ING PER SC DULE TYP. FLOOR CI^JNSTR.ICTION BLOCKING OR COST PER C L AN S1MCSON NOLDOLP ITR:►C PER PLAN I 1CC 50-1E.»R,.4LL SC EDuLE DOUBLE STUDS AT I- HOLDOUIN GOND i T IONv SIMPSON HOLDCWN PER FLAN AND 5- FAR -ALL 50 E - ►-- SEE ARC-4. DETAILS FOR FOUND.+'ION C,QiNUp►TIOha T KN D F'G •,' 3' MIN COvER -z,E ALL SIDES PER "FG RECOMMENDATIONS AT NOLDOWv LOCATIONS TYP WAZ_L CONSTRUCTION Urn- !MALL 61~EAT4MICs PER `aGHE:.t..E NOLDOIIM PER PLAN BOTOOI" PLATE NAMING PER ShEARU,ALL SCfEDuE BLOOCNG OR JOf5' 'PER PAN UNDER Si-EAR -ALL DEAr1 PER PLAN TYP FLOOR ^,ON'STRJCTION ALL THREAD COI P'.-ER POST FIER FLAN OR SHEAR.,-L PER °LAN 65TB OR ALL THREAD PER PLAN. MN EMBEDMENT PER PLAN RUNS UP '0 HOLD DOUAN SEE ARCM. DETAILS FOR FOUNDATION COP4D IT IONIS ACCEPTALE TO EXPDXY GR',olT Ali. THREAD INTO FOOTING , I v wrary Iv ._. 1 .1St , I U Mr 1t,N••■1) . _ 101 . V .V V V.10 i V._, . J) TMC.N D FTG Ir! T MIN COVERAGE ALL SIDES PER ' REC CM ENDATIONvS AT 4'1OLDOWr LOCATIONS Pitt • ,,. it< a SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/4'.1' -0' 6 4 r TOP PLATT NAILING PER 5IEA!<d1;Al•L SCHEDULE BOTTOM PLATE NAILING PER SwEARuok. L SCHEDULE PANEL EDGE FIELD NAILING FER SCHEDULE BL.00KIi6 TYFI FLOOR CONSTRUCTION TYP WALL CONSTRUCTION W1T14 WALL SNEA'uI►NG PER 5C4EOULE TOP PLATE NAILING PER 514EAAIJALL SCHEDULE HOTTOM PLATE NAILING PER S EARi1ALL SC.4-EDULE PANEL EDGE I FIELD NAILING PER SCHEDULE FLOOR JOUSTS PER PLAN ALIGN FLOOR JOIST WITH WALL rro FLOOR CONSTRUCT :ON T`'P u;AL_ CONSTRUCTION WITH !!TALL 5 E4 , NG PER SCHEDULE SHEAR WALL PARALLEL TO FLOOR .FOISTS 3/4' =T-0' NA':_ FLOOR SHEATHING THIS AREA WTr- iC o • 6' oc. EDGES AND C a • 7' oc. FIELD - BLOCK ALL EDGES JTU lm d • b' or_ PL`'WOOC TO BLOCKING SO'TOr! PLATE NAILING PER SHEARU.:LL SCHEDLU�E PANEL EDGE • =ELD NAIL ING PER SC.HEDuLE BLOOKNG BLOCK ALL EDGES PALL EDGE I FIELD NAIL( C PER °CHEDuLE TQC =LATE NAILING PER SHEAR AALL SCHEDULE T• ILALL CONSTRUCTION W`Tu WA L SHEA T I4.% PER SCHEDULE SHEAR WALL PERPENDICULAR TO FLOOR .!01ST- OFFSET CONDITION NA1'. 9.00R 5. E A'i.iING T .4i5 44 0T.4 d • 6' oc. EDGES C a • ?2' oc. FIELD - BLOCK • LL EDGES WTU C d • b' oc. PL71OCO TO BLOCKNG Dc1 rOM PATE NAILING PER S1EAR..ALL SCHEDULE PANEL EDGE • FEL NAILING PER SGIEDu E FLOOR dOIIDTS PER PLAN DLOOK • ALL PANEL EDGES PANEL EDGE I FIELD NAILING PER SCHEDULE TOP PLATE NAIL MG PER SHE AA.0 SCHEDULE TYP. TWILL WINE: 14TION 1111TN (BALL 66EATI4ING PER SCHEDULE �r elr wr-ww w.-ws I w t1 /WW Wia"./, ;144 SHEAF WALL PARALLEL TO FLOOR JOIST- OFFSET CONDITION 3 /1' =f-0' NAIL FLOOR 51•EATHNG T.5 AREA a7r4. 10 d • b' oc. EDGES 10 d • 7' o.c. FIELD BLOCK ALL EDGES 3/4 " =1-0" 3/4• =1-0' SHEAR WALL HOEDOWN TOP PLATE NAILING PER SIEAIi1aALL 8041 ULE BOTTOM PLATE NAILING PER '.iEARu .L SCHEDULE 10 d • i' of P L T W D TOR ' JOIST JOIN PANEL EDGE CN CO11ON r'E1" RDER PANEL EDGE NAILING INTO COMMCN ME^"BER PER SCHEDULE. TYP EXTERIOR .HALL CONSTRUCTION 11, WALL'S4E:►TNING PER SC4Et) LE TYP FLOOR CONSTRXTION 2•4 PANEL EDGE BLOCKING EXTERIOR SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/4' =1-0' TOP PLATE NAILING PER SNEARI.UALL SCHEDULE BOTTOM PLATE WAILING PER SHEARWAi_, SCHEDULE 10 d • b' 04. PLY .D. TO RIM JOIST JOIN PANEL EDGE ON COMMON MEMBER PANEL EDGE NAILING INTO CahTic% MEMBER PER SCAT RULE TYP EXTERIOR WALL CONSTRUCTION WITH WAL- 51.EAT14RYG PER SC► -EDULE TYP. FLOOR CONSTRUCTION � ivwruvwAD -v1 I JI BLOCK PANEL EDGE PER SCHEDULE EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS TYP. WALL CONSTRUCTION WITu IIIALL SHEATHING PER SCHEDULE T`'P. FLOOR CONSTRICT ON B 7 PLATE NAILING PER S4E4RWALL SCHEDULE ID d NAIL • 6' oz. PLYWD 'O RI' .;O► TOP PLATE NAILING PER SNEARL,.u_L 5C. DULE TYP WALL CONSTRUCTION ;Uim WALL SEA" ING PER SCHEDULE CANTILEVERED FLOOR JOIST 3/4' =T-0' ••vim w •v■ v� • !4' =1.a REVIEW r FOR CODE COMPLJANC APPRC''ED Il I JOIN PANEL EDGE ON COMmal I'E 3ER PANEL EDGE NAILING INTO COI"'T"'ION r- EMBER I FIELD NAILING PER SCHEDULE. 10 d NAIL • 6' oc. PLYRLC TO TJI ELOCKNG I IVR/"•W /VV I / V i WW # L7,,,,, I (aI SHEAR WALL PERPENDICULAR TO FLOOR JOISTS o FOUNDATION Jut 2 9 2004 SHEAR WALL PARALLEL TO FLOOR JOISTS o FOUNDATION 3/4"=1-17 -rr .I ' I / s � • if SEE PLAN I ♦YPIC,AL WALL CONbTRYT10N t1ATW 'Mu HBHEATHNG PER 3t;,EGUi! TYP FLOOR '.Or6rRUCTION DOT'O't PLATE NAILING pm 514E40;1,441 SLHEC J.E JON PAP*: EDGE ON CQ1 ION P1EME3E R PANEL EDGE NAILING N'.) CO"mOv MEMBER PER SG.IEDt,L:t. TOP PATE NAILING PER S .EAR•,AL L SC•EDULE 'PANEL EDGE AT SOTT X if SILL PLATE EDGE NA'L NG PEP XelEDULE . ANCHOR 1?O` ' PER SCHEDULE SEE ,4RC.+» DETAIL5 FOR FOiGA' CN :ONC'TICKS 1`1DIGAL WALL CONSTRUCTION LIT+4 MALL SHEATHING PER SCHEDULE r'r cOOR CONS"RLCTiON BOTTOM PLATE NAILNYs PER SHEARi14LL SCHEDULE IS v i__. I vI JOIN PANEL EDGE ON COMMON MEMBER F�wEL EDGE MAILING INTO GO"RI•'IOh MEMBER pER SC -4EDULE PANE.. EDGE AT 50*TOI.4 OF SILL PLATE EDGE NAILNCs PER 50-EDULE GHOR BOLT PER SO- NEDULE SEE .;RC -, DE'AL5 FOR FOUNDATION COND'TIONS TYP FLOOR CONSTRUCT Ok TOP PLATE MULLING PER SHEAR) AL 5C•EDuLE TYP EXTERIOR ,•ALL CONSTRUCTION QATN IL SHEATHING PER SC- +BOWIE 00'TTOI"+ PLATE NAILING FER 5■4EARLALL SCHEDULE JOIN PANE_ EDGE ON C.:0'110v 'hEmSER PANEL EDGE NA :LING ICC CcJP ION P'E''1FER PER 5C4DULE CR'pPLE WALL (Div b) SNE A i -; Rtg WALL L SAE AS SHEARLALL ABOVE OR PER 5C -EDt:LE PANEL EDGE BCTTOII OF SILL PLATT. EDGE A LING PER SCHEDULE SEE ARCH DETAILS FOR Fa.INC.4 ON CZNC T IONS SHEAR WALL CRIPPLE WALL 3/4'4-0' GR'°R'L.E WALL {O/v. b) SHEATHING PER SCHEDULE ° L EDGE I FIE..D NAILING PER SCHEDULE } ANO4OR BOLT PER ` SHE 4R•..HL _ SGEGuLE (2) •• 3AR C01(T. (DIY. 3) SHEAR WALL 0 CRIPPLE WALL - INTERIOR NV _._ I MI • , v•v - w. -- I W I • J •V - w�.w � ra.1 1:4 [ T1 Q Pelham, c) z H REC CITY OF TU MAY 1 4 2, SHEET SDI lindillpo .1.04111.1. 3 HO LDOWN STRAP AT DROPPED BEAM 3 /4 ' =�'V If v 11 1") WWII_._ • 41 5•'T$' PER CAN --«- 3/4' =1•-0' HOLDOWN STRAP AT JOIST 3/4' =T-0' •4 pa, a in' OvERI -.LNG PER PLAN FLOOR DIAPHRAM o BEAM 611EARuALL PER PLAN Ai+D 664E ARJ►4L. 60.•EDALE (2) STUDS AT EAGN STRAP 13GTTOM PLATE NAILING PER 51EAR TAI. i 5CEDUL.E SOLID BLOCKING AT STRAP BEAM 13 FRPLAN SHEARi ALL PER °LAN AND S‘IEARi1ALL 5C4- 1EDULE (2) STUDS A' EACH STRAP BCT'Or' °LATE NAILING PER 514EARWALL SCHEDULE JOIST OR BEM PER PLAN TYP. ExTE oR CONS "RUCTION v., tuk._ 54E.4'.+ING PER SCHEDuLE QLOCK,NG JJ/ (3) 16d EACH STUD NAIL PLATE °ER SCHEDULE 2x BLOCKING BEThEEN FLOOR JOISTS TYIP CAL ROOF CONST 4CTIOK NAIL ROOF- 5.4E41 -NG PER 5J' CH 141 • 24' C.0 AT INSIDE FACE CF W4LL uhO. ON Si-EAR ',ALL SG- 1EDULE ?X BLOCKING PAWL EDGE MUST OVER_ AP BEAM FLOOR ,CST I HIANGER SEYOND rr=ER "LAN: TYP ExTER'OR JA,LL CONS''R.JCTION qTH WALL bPtEAT■P PER 'C.HEDULE TYP. WALL. CONSTR.IC'"ON WTH WALL SMEATHMG PER SCHEDULE (2) STUDS AT HOLDOWN NOLDOIIN PER r-LAN BOTTOM PL ATE NAILING PER 5HE4RLu-LLL SCHEJ;uf TYP. TJI FLOOR CONSTRUCTION , 4OLDOISN PER P AN JOIST OR BEAM PER 'FLAW I• a• fV ^ a/•• tW _. , JI HOEDOWN TO HOLDOWN m FLOOR V/ p f V• ./0'UV 1 N d• b'OL. • TRUSS OR BEAM PER PLAN • • 6IMPSCN CS16 STRAP - 'RATED' TRUSS OR BEAT - I PER PLAN 2x4 FLAT BLOCKING NAIL STRAP W✓ 8d comma • 8' oz. r SIMPSON CS16 STRAP PER PLAN, LAP ONTO J WALE OR BEAM AND NAIL WITH 8d CU''MON • 4' oz r • • OFFSET DRAG STRUT 3/4' =T-0' DRAG STRUT CONNECTION 3 /4• =r-o' 3/4' =1-0' 3/4' =T-O" 2k BLOCKING KING ?X BLOCXNa TWISTED TYPICAL EXTERIOR u;ALL CCN5' w VAL.. SHEATHING °ER SCHEDULE LEDGER - SNEATH+I►VCs CONT!NIJCUS BEHIND -EDGER ;u/ PRESSURE BLOCKING 13E•WEEN RAFTERS TYPICAL ROc COAST NA _ ROor St- EA".1MG PER SCI DULE -I--- PLYWOOD SIJBFL.00R `O EDGE OF SEAM -- PANE_ EDGE OvER-APS SEX' 444I(• ER PER PLAN — LEDc ER - NA'L ntP Ibo • 8' oz. STAGGED TYP FLOOR SCN5T SHEAR WALL PARALLEL TO BEAM TYPICAL EXT. MALL COAST III WALL 5'EANING PER SC++EDUL.E ROOF SHEATHING AND NAIL MG PER °LAN AND So-EAR: ALL SCHEDULE PLYWOOD 5UElFLOOR '0 EDGE CF BEAM PANEL EDGE ovER APS BED rrPIC.AL 0 SONS UPPER WALL TO LOWER ROOF CONNECTION li ,. ., ,.. :4.:. •• V•Y - V •• 1/ V WV / JW I JI RA SHEATHING BEHIND D a(4 .E X R RAr TQ JR "R'.SS CI'(OR WTH (2) 16o NAILS AT EACH STUD AND (2) Ibd NAILS AT EAC.. BL.00< 11VM�•/IJW"J I,,Jt NOTE . J.EN TRUSS ALIGNS w/ WALL USE AN A35 CLIP OR A3SF CLIP BETWEEN TOP PLATE 41D TRUSS BOTTOM CHORD PER SHEAR WALL SCHEDULE INTERIOR SHEAR WALL TO ROOF 3/4' =T-0' 3/4' =1-0' 1/16' 066 I OR EQUAL &8d• 3' oz. -.r 4- OVE i-A G PER °_AN TYPICAL ROOF CQd6TFUCTION TRUSS PER PLAN WITH SHEATHING PER SHEAR+IALL SCHEDULE 16d TO HATCH SHE AR- WALL NAILING BELOW 2x WTHI 16d TO MATO.; &HEA LL NAILPCa BELOW INTO TOP PLATE PANEL EDGE I FIELD NAILING PER SCHEDULE TYP. U&ALL C NSTRJCTION ufi!N It1ALL SHEATHING PER SCHEDULE ROC, SJEATWSIG 6cl AT 4' oz. 2x4 FRAMRG AL'. AROUND TRUSS PER PLAN WITH SHEATHING PER 6HIEARWALL SCHEDULE 10d AT 3' oz. SHEAR uJALL TOP PLATE SNEAR11JA1LL BELOW • - SCHEDULE (2)164 City Of BUILDING OIVI5 �N INTERIOR SHEAR WALL TO ROOF NAIL ROC7F SHEATHING PER SCHEDULE S d NAIL • 4' oz. • EA OUTRIGICsER OUTRIGGER PER ARC.4 DE'ALS GABLE END TRUSS. CONTINUE SHEATHING ABOVE SHEAR WALL TO LNDERS'DE OF ROOF SHEATMMG NAIL TO GABLE PC) TRIM, PER 5CEDULE. JOIN PANEL EDGE ON COI'1MON BER PAIGE;. EDGE NAILING INTC CD"A"ION r}ET1BER PER SCHEDULE TYPICAL ROOF CONSTRUCTION TYP. EXTEROR :L_ CONS R..CTION WrrH WALL 5HE A T ►HUNG PER SUEDUL E SHEAR WALL o TRUSS GABLE END 3/4' =T-0' 3/4' =T-7 OvERH ANG f PER PLAN SHEAR WALL m BALLOON GABLE END (2)16 0 NAIL QOOF SHEATHING PER SCHEDULE. 8 d NAIL • N;' oz. TO 'OP St-10R a Bt.003C NvG OUTRIGGER PER AR'...;-1. DETAILS BLOCKRrG AT CEILNG LIE TYPICAL ROOF CANSTRCTION T'rP EXTER :OR .,ALA CGNSTRZTION BALLOON FRAME GABLE DC WALL tt /H-%If J %/Q REVIEWED FOR CODE COMPLIANC APPROVED JUL 2 9 2004 ' 1f V 1 PA // 0 3, V •V - V I ••V R• „ v ••- 00 HOLDOWN STRAP o FLOORS 3/4'.1'-0' SHEAR WALL o EAVE 3/4' =1-0' SHEAR WALL EAVE 3/4' =T-0' v. TYP ExTERI<ip ,uik. _ cotsTRUCTOIv MT14 alAL L 5►$ ATNING PER SC.+E^ul.E OYERI`HANG PER PLAN tJ OVERHANG PER °LAI44 - --- SHEAR WALL o EAVE 3 /!' =T-0' a (2) •T1p6 AT EACH STRAP B OTTC>r PLATE NAtING PER SHEARIu 4 L SCHEDULE STRAP PER PLAN ' SHEAR ,►+ALL SC EDI LE 1-104' TIMEPSTRMD Lk RIM BOAR: JON PANE.. EDGE. ON ' O*IPr'ON METIBER P 'IiEL EDGE NA'_ NG NTO COrtioN I tMCER I r'ELD NA:►.NG PER 5C+- E''d..LE TY•'. Ft.00g .ONSIRUC ?ION TYPICAL ROOF CONSTRLC ;Ots NAIL ROOF 54-+EA'HING PER SCHEDULE I.l1 •48' N5I DE FACE OF Wh. _ UN.0 ON SHEAR 4 AL.. SCHEDULE B d • 6' oz. • BLOCKING BLOCKING PER ARCH DE'AIL5 SEE ELEVATION PANE- EDGE AT TOP PLATE EDGE NAV% r'1_K SC4 -EDJLE 'YP EXTERIOR .::ALL CONSTRUCT.ON 111T1-1 WALL 5.- E4T«+ING PER 5G•EDu1LE TYPICAL ROOF CONSTRUCTION NAIL ROOF SPEATwING PER SCHEDULE. 141 • 48' OG AT INSIDE FACE OF BALL IJND. Or SEAR ;;AL. SCHEDULE LS30 • 74' orC. S d• 6'ot• BLOCKING !BLOCKING PER ARCA PETALS Alb CLIP PER SHEAIRWALL SCHEME T,P EXTEWIR ,i;ALL COISTRUC7104 ▪ 4 NALL SF EATHMNG PER SCHEDULE M. v/wv I /otv - v/ ' VU-U4 1lv1J- OF3C.ti; tri F I '� d� f 1 � Oi- w ' n w ) V W 1 f z W F I C4 0 1111111 4 E-4 411 1.4 E-4 a ' ■"4 -4 H a H i w I OS No:: i s�Et grx334--_11414 • File: D03 -0144 35mm Drawing #1 -3 1 I III III � 3 i� � �il� 4I 5I 61 Inch 1 /16 * VIEW COT T``� Since 1872'• 96 b6 E6 Z O LL L 6 8 L 9 9 V E Z 6 w3 Hind. iiiiIlllllilliIiiij iillhilllliii iiiilllllllllllllllllllllillllllll Illllllltlllllllllillillllll�lllllllll�lllllllllilllllllllilllll These plans have bccn reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and emissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: B NOTES: 1. DRIVEWAY PAVED FROM MACADAM RD. TO GARAGE 2. S.D. PIPE OF 4" NON - PERFORATED PVC PIPE POSITIVE SLOPE TO LOW POINT OF FOUNDATION. "Y" STORM PIPE & FIG. DRAIN TOGETHER INTO ITIVECS SINGLE SOLID PVC DRAIN 3, S.S. PIPE IS 6" SDR 35 ON A fa_SLOE.E OUTS PER CITY INFRASTRUCTURE: STANDARDS. . WATER SUPPLY FROM MET�:R TO THE HOUSE IS 1`. . WATER METER IS FOG11 iE fit 5 WATER SUPPLY CONNECTED TO WATT R METER SETTER 6. SITE WILL BE PERMANENTt Y STABLE BY USING SEED AC MULCH BY OWNER. UY_COMPL.110.N_DALE yta GORREC 1:11 --- ND MIC 2" BRASS V F, s b, \' D 03.. . \ -.. EXISTING GRADES TAX ID # 8733000041 SCALE: 1 " =20.0' LOT AREA = 50% ALLOWABLE _ F.A.R. AT MAIN JPPER GARAGE. PORCH = TOTAL - 14" HOLLY 9300 sf 4650 s JVUVLY\J 1 If\ F. /\.R. CALCULATIONS 4" EXP. AGO. CONC. DRIVEWAY 15% MAX. SLOPE CB -TYPE I(SOLID LI RIM = 132.50 IE = 129.35(N) IE = 129.30(5) IE = 130.05(W) CB -TYPE I RIM = 132.12 IE = 130.62(E) SSMH RIM = 131.88 IE = 123.98(N - -S TR FS' N7: a f-IWA..Y.� ER a __Y •CE' 6, N U\ 0 LAKERIDGE DEVELOPMENT PO BOX 146 RENTON WA 98057 DATE: 5/3/04 1 III III I I III I I Inch 1/16 1 2 • 3 I I III I I 4I 5 ) 61 NESTCOTT @ Since ;1172 5L bb EI I. 14 OI 6 y z WO H IIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIII fIIIII IIIIIIIIIIIIII I IIIIIIIIII8 IIIIIIIIIIL IIII IIIIII IIIIIIIIII IIIIIIiIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII APPROX. LOCATION 0 SANITARY SEWER MAI i EX. ATER METER TO BE US D FOR LOT 1 APPROX. OF TO BE USED F PROVIDE STO & STREET NA CB -TYPE ((SOLID LID) RIM = 132.50 IE = 129.35(N) IE = 129.30(S) IE = 130.05(W) I.E.(12 ")= 129.30(E) ADJUST GRATE TO MATCH NEW PVMT. NEW RECHA PROVIDE NO OUTLET SIGN RESIDENTIAL DRIVEWAY PER OF TUKWILA DTL. RS -08A .82 I MOVED N88'30'04 "W 126.08' AVE. WI 685 sq.ft H = OCATION EX. SSS R LOT 2 12.7LF- 12"P \)C © 10.31 SIGN, PRV'T. $TRE T, E SIGN PER CITY SID. PROPOSED W.M. FOR LOT 3 CB -TYPE I RIM = 132.12 IE = 130.62(E) SAWCUT -I SSMH RIM = 131.88 E = 123.98(N -S) E. (E)= 124.10 NEL MANHOLE X. 60' IR.0 W. IRON PIPE EX. FIRE HYDRANT EX. WATER GATE VALVE EX. WATER METER EX. BOLLARD EX. UTILITY POLE EX. UTILITY POLE ANCHOR EX. CATCH BASIN MIC BRASS LEGEND 41 ( • S • • • PROP. PROP. PROP. PROP. PROP. PROP. PROP. PROP. 24" CEDAR PRV'T DRN'G ESMT. RD 6" PVC ROOF,. -DRAIN �� © 1.0% SLOPE MIN. (TYP:)' (5408 S. 149th LANE) FFE= 149,.60± / ORATED T$GHTLINE CONNECTIO P OPOSED F.H. PER CITY 0 TUKWILA DTL. W-13 A � ' Q MAIN PER CI (SE NOTE \ 6 ( ) W 4' MAX. HIGH OCKERY P R CITY OF yUKWILA D PV& ' EWER- FOR LOTS 1 3 CB No.1 - TYPE I ST . 0 +26.82 G .EL.= 133.61 . .= 130.61 FIRE HYDUNT PROTECTION BOLLARDS WATER METER WATER VALVE CATCH BASIN STORM CLEANOUT SANITARY MANHOLE SANITARY CLEANOUT PROPO §FD DRIVEWAY RS -05 4, AWSTCOTT" • 1 O R �;?vI TLY IL•EAD; i 12" HEP1LC K EMLO■:;I< O 0 N t . HOLLY 92.69' PROPOSED 20' WIDE ASFIHALT PAVEMENT DRIVEWAY (SEE NOTE 1) (BLDG. PERMIT D03 -144) iii i i I l iii iii 1I I iii i i I iii_ I iii 2I iii I I iii I iii iii 3I I i.1i i1.i iii I 4I iii il�i 1 iii I I iii iii 5I � iii iii I 1 iii i 1 1 l l I Inch 1/16 I 6 • 9l 1'I• £6 Z6 66 01. 6 9 L 9 9 1" C Z I. Wo 11 111111111 111111111 111111111 I I I I I I I I I I I I I I I I I I I I $11111111 111111111 111111111 111111 III (5412 S. 149th LANE) FFE= 149.00± i 0 V05'0 19 N N16 E 10'00'00'W 35.85 7 5' -.; Az" co►1'f wO�: w m \' [(:) • 1' i8 _OTiorVC N23 14" Col (5405 S. 149th LANE) TAX LOT NO. 873300 -0041 NOTES: 1. TRACT "A ", A PROPOSED ACCESS & UTILITY TRACT, SHALL BE OWNED AND MAINTAINED BY THE OF LOTS 1 AND 3 OF THIS SHORT PLAT AND THE OWNER OF LOT 1 OF THE PLAT OF STELLA A. TYLER'S FIRST ADDITION TO STERLING, VOL. 15/8. 2. USE SIZE ON SIZE FULL BODY D.I. TAPPING SLEEVE FOR F.H. CONNECTION. 3. TREES MARKED WITH AN " X " MAY POTENTIALLY BE REMOVED. 4. DISTURBANCE OF EXISTING ROCKERY ALONG EAST SIDE OF MACADAM ROAD TO BE COORDINATED 5. BUILDING PERMIT REQUIRED PRIOR TO DEMOLITION OF EXISTING STRUCTURES. 6. PROVIDE PROTECTION BOLLARDS & LANDING AREA AROUND FIRE HYDRANT PER FIRE DEPT. REQU 7 gITF C:C)NSTRIJC;TION SHALL BE PER RECOMMENDATIONS IN THE GEOTECHNICAL ENGINEERING REP( These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval Final acceptance is subject to field inspection by the Public Works utilities inspector. • Date: By 2, Z2/ b CB— TYPE - (S0L D LI fIM ° = 132.50 ' IE = 129.35(N) IE = 129.30(S) IE = 130.05(W) CB —TYPE I RIM = 132.12 IE = 130.62(E) ' RIM = 131.88 IE = 123.98(N —S) O TY O F :,i,: ,j A . _ _. =C— E,�• 1. DRIVEWAY PAVED FROM ''MACADAM RD. TO GARAGE • 2. S.D. PIPE OF s NON — PERFORATED PVC PIPE POSITIVE SLOPE TO LOW POINT OF FOUNDATION. ° Y" STORM PIPE ee FIG. DRAIN TOGETHER INTO SINGLE •4• SOLID PVC LINE POSITIVE SLOPE TO STORM DRAIN 3. S S. PIPE IS 6" SDR 35 S ,4 J "I PP I N, .. :`;" ._ - /k \ __— .. V ' — s - : ,J V cc= - = EY.IST GRADES " \�� ---- ,r -- --r- .. I . SEW DRIVEWAY AND • 0 BE PER CITY OF ERASTRUCTURE DES! OUTS PER CITY INFRASTRUCTURE STANDARDS. f • WA IT R SUPPLY FROM ME T R TO THE HOUSE IS I '. WATER METER S FOGTITE Tai . WATER SUP?' LY CONNECTED TO METER SETTER 5. SITE WILL BE P ERMANENTLY STABLE ?Y USING SEED & MULCH Th, OWNER . ?Y COUPLE TION r?A T nor 1, THE JU\CTIO TAX ID # 8733000041 I SCALE: • 1 " =20.0' LAKERIDGE DEVELOPMENT PO BOX 146 RENTON WA 98057 DATE: 5/3/04 nc ,„ 6 � a1'5l'l s * WESTCOU Since 1872'“ 96 II EIS ZI. H6 6 8 L 9 9 ti E Z I• w ii iiiiliiii�iiiiliiii�iiiiIiiii�iiiiliiiiliiii. liiii0liiiiliiii�1111IIiii IIIIiii 1 I AS CONSTRUCTED F.A.R. CALCULA :1.-,, LOT AREA = 50% iLLOWABLE = 4650 sf F.A.R. AT %,\FAG::. = PORCH = _ ; 0:55 O.'2� •J h a sf , .I / p EE Mir Co rep 7�i.i.•:S3�F1t�:T.�� i>..e. UWB CL n\WII A NUANL 4. ' _XP. a.GG. CONC. _ EwA`' \ 15% MAX. SLC2°