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Permit D05-406 - WHEATON RESIDENCE - NEW HOUSE
WHEATON RESIDENCE 1336156 AV S EXPIRED 10-12-10 DOS -406 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us DEVELOPMENT PERMIT Darcel No.: 2172000160 kddress: 1336156 AV S TUKW Suite No: tenant: Name: WHEATON RESIDENCE Address: 1336156 AV S, TUKWILA WA Dwner: Name: WHEATON GERALD A JR +JANE Address: 13361 56TH AVE S, TUKWILA WA 98178 Phone: Contact Person: Name: JERRY WHEATON Address: 1336156 AV S, TUKWILA WA 98188 Phone: 206 241 -0523 Permit Number: Issue Date: Permit Expires On: Contractor: Name: OWNER AFFIDAVIT ON FILE - GERALD WHEATON Address: , Phone: Contractor License No: Expiration Date: Steven M. Mullet, Mayor Steve Lancaster, Director DOS -406 05/12/2006 11/08/2006 DESCRIPTION OF WORK: BUILD NEW HOUSE (3674 SF) TO THE WEST OF THE EXISTING NEW STRUCTURE THEN TAKE DOWN OLD HOUSE AND ADD GARAGE (1225 SF). FLOOD CERTIFICATION TO 17.2' NGVD 1929. NO GRADING AND NEW SEPTIC LOCATION APPROVED BY KING COUNTY DEPARTMENT OF HEALTH. Value of Construction: $358,740.63 Fees Collected: $5,303.08 Type of Fire Protection: AUTO FIRE ALARM International Building Code Edition: 2003 Type of Construction: V -B Occupancy per IBC: 22 * *continued on next page ** doc: IBC - PERMIT D05 -406 Printed: 05 -12 -2006 ��n5u City of Tul�wila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 2172000160 Permit Number: D05 -406 Address: 1336156 " S TUKW Status: ISSUED Suite No: Applied Date: 11/14/2005 Tenant: WHEATON RESIDENCE Issue Date: 05/12/2006 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: Masonry construction shall be special inspected. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 13: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 14: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. doc: Conditions D05 -406 Printed: 05 -12 -2006 R JA City of Tukwila f�oa Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 15: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 16: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 17: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 18: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 19: VALIDITY OF PERMIT: The issuance or granting of a permit 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 ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 20: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 21: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 22: Any material spilled onto any street shall be cleaned up immediately. 23: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities., 24: 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. 25: 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. 26: Before final Public Works inspection, Permittee shall submit a completed elevation certificate to the Utility Inspector. * *continued on next page ** doc: Conditions D05 -406 Printed: 05 -12 -2006 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 ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating constructio4r the performance of work. Signature Print Name: 6, Date: / doc: Conditions D05 -406 Printed: 05 -1 elk CITY OF TUKWILA Community Development Department g Public Works Department Permit Center 1908 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 ** King Co Assessor's Tax No.:- Site Address:/ 3361 56 14 61 L7 5q Suite Number: Tenant Name: J E/eR ` /Y J A �� G>/7` �,47__4/0 New Tenant: Floor: E] .... Yes []..No Property Owners Name:: Mailing Address: 3 3�0 / T��l l� � / 79 City State Zip Mailing E -Mail Address: Day Telephone: 2 0 60 2 4- 1 0 S.2! 3 City State Zip Fax Number: Company Name:. Mailing Address: Contact Person: V �>� Li City State Zip Day Telephone: 2q-1 -0 2 -3 E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Company Name: / �/'��G� [3 ,,eO 1,J Al q Mailing Address: /�L�C/� -� J C e /' �� L- I City �j State Zip 1 Contact Person: �1 Day Telephone: 3co O 7 36 4 ip E -Mail Address: Fax Number: Company Name: rJL� 7 S ,�o q Mailing Address: 16 2 fo` —o /) 1T n / C.. T RAL- %,4 ! 8 s3 J Q City State / Zip Contact Person: & 0 4� b NA H MEA �11 41 Day Telephone: �� 736 //37 E -Mail Address: Fax Number: \applications \permit application (3 -2003) 3/2003 Page l Valuation of Project (contractor's bid price): $y __U Scope of Work (please provide detailed information): Existing Building Valuation: $ 71 Will there be new rack storage? [] ..Yes . No If "yes ", see Handout No. for requirements. Provide. All Building Areas in Square Footage Below /lJ d T45-- /= L O O X I!' X e N U A- /UC 641 .5 cn / 4- --> C/. PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) _ *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: 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? E] ....Yes [-]..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: n.. Sprinklers .Automatic Fire Alarm n..None . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? F] .. Yes [:]..No If "yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. \applications \permit application (3 -2003) 3/2003 Page 2 Addition to Type of Type of Interior Remodel Existing, . Construction Occupancy per Existing Structure New per UBC UBC, 1' Floor � b0 SQ 2" Floor F r 3r Floor Floors '' thru Basement ,V A Accessory Structure* Attached Garage .� 2 Z S F Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck /lJ d T45-- /= L O O X I!' X e N U A- /UC 641 .5 cn / 4- --> C/. PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) _ *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: 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? E] ....Yes [-]..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: n.. Sprinklers .Automatic Fire Alarm n..None . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? F] .. Yes [:]..No If "yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. \applications \permit application (3 -2003) 3/2003 Page 2 PUBLIC WORKS PERMIT M TION =206- 433,0179 Scope of Work (please provide detailed information): Ke N ��,1 A s,c, sue, .„5' 5 a~ 1Z — RL t r h l a e, rJ C 7t i t/ I T 64 1 F 1,x-.,J Zc, � _ �s T t Call before you Dig: 1- 800 - 424 -5555 Please refer,. to Public'.Works Bulletin " #1 for fees and estimate.sheet.: Water District ..Tukwila ❑... Water District #125 ❑ .. Highline ❑ ...Renton ❑ ... Water Availability Provided Sewer District ..Tukwila E] ... ValVue ❑ .. Renton ❑ ...Seattle ❑ . Sewer Use Certificate E] ... Sewer Availability Provided ❑ .. Approved Septic Plans Provided 9Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department Submitted with A lication mark boxes which apply): ..Civil Plans (Maximum Paper Size — 22" x 34 ") Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ... Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ... Hold Harmless Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ,:. ...Constructio c ation/Fill - Right -of -way ���G�i Non Right -of- -way ..Total Cut cubic yards ...Total Fill cubic yards ❑..:Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ... Frontage Improvements ❑ ...Traffic Control .Backflow Prevention - Fire Protection r IP2 Irrigation fomestic Water ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance "�.. Work in Flood Zone .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line 30��� ❑ ...Permanent Water Meter Size... WO# ❑ ...Temporary Water Meter Size.. WO# ❑ ... Water Only Meter Size............ WO# ❑ ...Sewer Main Extension ............ Public _ Private _ ❑ ... Water Main Extension ............. Public _ Private ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation .. Utility Undergrounding ❑ ... Deduct Water Meter Size........ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ... Water ❑ ...Sewer ❑ ... Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: I Day Telephone: 1 Mailing Address: t l City State Zip \applicationApermit application (3 -2003) 3/2003 Page 3 MECHANICAL PERMIT INFORMATION 206 431-3670 rx r. �. d? MECHANICAL CONTRACTOR INFORMATION ,Company Name: Mailing Address: Contact Person: E -Mail Address: City State Day Telephone: Fax Number: Zip Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Co actor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): S 00,�) Scope of Work (please provide detailed information): Use: Residential: New .... E] Commercial: New .... Fuel Type: Electric ... 0 Gas .... Replacement .... Replacement .... Other: Indicate type of mechanical work being installed and the quantity below: Unit .Type: Qty Unit Type: Qty Unit Type: Qty : Boiler /Compressor: Qty:; Furnace <IOOK BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace>IOOK 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 Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm/Ind 'PERMIT APPLICATION NOTES = Applicable to all permits linfthp application ` < ;. Aay3y:;,�! ��1 .l`'°.` ,`W: ;n�q'*� k'y Tst',,53;,, �_ :'• ..l j �° i 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 JBYT LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AZED AGE T: Signature: Date: Print Name: �1� Day Telephone: ,, 1 Mailing Address: 13361 6_6 i`f"�� -Z 7�754A /I-h City State Zip Date Application Accepted: Date Application Expires: Staff Initials: I( /��► os /I i-Ilo tapplicationstpermit application (3 -2003) 3/2003 Page 4 � J-�Nt's O 2 J � 2 1508 8 RECEIPT NO: R06 -00658 Initials: JEM User ID: 1165 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 Payee: GERALD A. WHEATON SET ID: 0512 SET TRANSACTIONS: set Member Amount ---- - - - - -- ------ - - - - -- D05 -406 3,333.94 M05 -174 203.22 TOTAL: 3,537.16 SET RECEIPT Payment Date: 05/12/2006 Total Payment: 3,537.16 SET NAME: WHEATON TRANSACTION LIST: Type Method Description ---- - - - - -- -- - - - - -- --------------------------- Payment Check 4254 TOTAL: ACCOUNT ITEM LIST: Description BUILDING - RES MECHANICAL - RES PW BASE APPLICATION FEE PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE Account Code 000/322.100 000/322.100 000/322.100 000/342.400 000/386.904 TOTAL: Amount 3,537.16 3,537.16 Current Pmts 3,029.44 203.22 250.00 50.00 4.50 3,537.16 54,05 1"5/15 1716 TOTAL TOTAL 3537- i6 Cit y of Tukwila ryes 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Payee: GERALD A. WHEATON TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 4251 1,969.14 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 1,969.14 Total: 1,969.14 925'8 1.1./14 9716 TOTAL 2012.45 doc: Receipt Printed: 11 -14 -2005 RECEIPT Parcel No.: 2172000160 Permit Number: DOS-406 Address: 1336156 AV S TUKW Status: PENDING Suite No: Applied Date: 11/14/2005 Applicant: GERALD WHEATON Issue Date: Receipt No.: R05 -01650 Payment Amount: 1,969.14 Initials: JEM Payment Date: 11/14/2005 02:03 PM User ID: 1165 Balance: $3,033.94 Payee: GERALD A. WHEATON TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 4251 1,969.14 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 1,969.14 Total: 1,969.14 925'8 1.1./14 9716 TOTAL 2012.45 doc: Receipt Printed: 11 -14 -2005 INSPECTION RECORD Retain a copy with permit INSPECTION NO. (:f --1 F o5 -1o� PERMIT NO. w� CITY OF TUKWILA BUILDING DIVISION x.Fz_ 10— 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4:31 -3670 Project: Type of Inspectio J ^ ,O^ ��' Address: 13-3 1 Date Called: Special Instructions: Date Wanted: a. 5 d p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: In ector: Date: $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. OA INSPECTION RECORD 24— Ll ®QS j,Or Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION'— 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of I paction: Address: ( f Date Called: SpElcial Instructions: Date Wanted: a.m. .m. Requester: Phone N .[J .- Lfj O (a S 2 Approved per applicable codes. Corrections required prior to approval. COMMENTS: tI. o n Ins �ector: r % /Date: $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ceipt No.: Date: �. +:�•AeN.tKr .. +.r ,- .. ..aa r'y e.1�a �f `.._�e: _.. ,..... •:1:! .5'4ti.�. ^ � e r,. -„yy� � :. `��n".4 d., �''.�, cJN•s,...�; ; INSPECTION RECORD Retain a copy with permit 'v Li5-'��� INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Sou.thcenter'Blvd:, #100, Tukwila, WA 98188 (206)431 -3670 Project- GtJA�I0 1 ?r'S • Type of Inspe ti n: Re) Address:. Date Called: Special - Instructions: Date Wanted: a. m. " Requester:. Phone No'. _ Approved per applicable codes. Corrections`, equired prior to approval. F COMMENTS: D 4' InspQctor: Date: U $60.00 REINSPECTION FEE REQUIRED. Prior to i paid at 6300 Southcenter Blvd., Suite 100. Call to ction, fee must be dine reinspection. (Receipt No.: l Date: I A� 1�INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILiA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -367 Projejct, ,[ Type of IIn`spe /Ction: Address: Date Called: 13361 G Special Instructions: Date Wanted: a.m. — Requester: Phone No: j n Approved per applicable codes. Corrections required priorto approval. ►9 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspect ' on: --- ¢¢ Addre5s :? // � � A� � Date Called: Special Instructions: Date Warted: a.m, 9 !r p. . Requester: Phone No: / Q / Approved per applicable codes. Corrections required prior to approval. COMMENTS: emu, re r -- e v Ilnspec �C _'N � i ,/ _ ,' (Date: $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD ''ll Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION A- 6300 Southcenter'- 'Blvd:, #1:00, Tukwila, WA 98188 (205)431 -3670 Project: 2 4m 76A/ Type of Inspection: F t2 q,,?i1W G Address: 13,361 Date Called: Special Instructions: 1 ! Ovt u (/_V�• `� Date Wanted: Am 5 -- _'96 p.m. Requester: I Phone No: 'Approved per applicable codes. Corrections required prior to approval. COMMENTS: I Inspec or: - t � Date: Sv (let �1( 4✓� J U $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. n INSPECTION RECORD i Retain a copy with permit INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION �- 6300 Southcenter Blvd:, #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: Address: i� 1331D 54 AUf— fo' A Date Called: Special Instructions: ? fA'.T ko a kASt Date Wanted: a.m 7- OY p.m. Requester: Phone No: F1Approved per applicable codes. Corrections required prior to approval. COMMENTS: J�-AlW I 11 � A 5f -e Al . a cieA5tT' TL.rw ru ¢ Af e- -Pr(( t' ,L • -e 21" G -of,( e,- �`, � � /Lo r �ia �,V c!A t, -"3' T7 , v• 5 � �' � /e �� eA r a7 C� J a 9 t Ins eofor. Date: } $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. teceipt No.: Date: J E: a t J INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE IT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 20 )431 -3670 Pro' P / TYPeVnC%7!_ � ✓l/ Address: Date Called: Special Instructions: Date Wanted: S- 4 Requester: Phone No: n ❑ Approved per applicable codes. Corrections required prior to approval. . INSPECTION RECORD Retain a copy with permit f% S yd INSPECTION NO. P 1 O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3617 Project: of Inspection: Address: 336/ - G ,9u s Date Called: Special Instructions: Date Wanted: (ID5 / / — / — v G p.m. Requester: Phone No: • OG -z�/ / -USz Npproved per applicable codes. Corrections required prior to approval. COMMENTS: /v b $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.,.,-Suite 100. Call to sechedule reinspection. INSPECTION RECORD • Retain a copy with permit ®S yp G INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter. Blvd., #100, Tukwila, WA 98188 ( 06)431 -3670 Project: Type of Inspection: 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: e 1 /4 -1' c'— •✓ LP f In pector: Date- / � D $ 0 REINSPECTION FEE QUIRED. nor to inspection, fee must be at 6300 Southcenter Blvd. Suite. 00. Call to sechedule. reinspection. Rece lit No.: Date: Address: Date Called: Special Instructions: Date Wanted: a. m. / / — /Z / —D 6 p.m. Requester: Phone No: -.266 -2 y/ 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: e 1 /4 -1' c'— •✓ LP f In pector: Date- / � D $ 0 REINSPECTION FEE QUIRED. nor to inspection, fee must be at 6300 Southcenter Blvd. Suite. 00. Call to sechedule. reinspection. Rece lit No.: Date: INSPECTION RECORD Retain a copy with permits INSFtECTION NO. PER O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (.20 )431 -3670 Project: die '?e S Type of Inspection: , —lam, -iAJL J) QI)) Aj Address: 13 3 &/ 5� /9 U Date Called: Special Instructions: Wa td: Date •rn e 9- 2— `cam p.m. Requester: Phone No: ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: /AX J a.' lI cli v� 1-- Spector: Dote: cj —z— 0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be F p d at 6300 Southcenter Blvd., Suite 100. .Call to sechedule reinspection. h : e: Receipt No.: Dat 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. MPEIT ,CITY OF TUKWILA BUILDING DWISION UUU111rrr 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: Address:::' Date Called: 1-4,36 1 5(. A., S Special Instructions: Date Wanted: (a 7-7-7-66 p.m. Requester: Phone No �o 6 zq I- o S Z 3 linsozcmr: ---1 IDate: .. -.,.. $58 0 REINSPECTION FEE hEQUIRED. PI pai aq 6300 Southcenter Blvd., Suite 100 IReceipt - 1 I � to inspection, fee must be Al. to sechedule reinspection. Date: INSPECTION RECORD Retain a copy with permit INSPECTION N0. F2#)4 0. CITY OF TUKWILA BUILDING DIVISION. • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 31 -367 Project- - e AAO iv Type of Inspection: =InL t'jd'1 Address: 3 & 1 5 (1 ALJ Date Called: Special Instructions: Date Wanted: Requester: Phone No: A ()6 - ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: n a t, -5 4 _ / %- 66 00 REINSPECTIgN FEE REQUIRED. Prior to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 9 �v...+,x.. .,.�.�- A-..._., G+ yf^— <^"tr.r.•��,.�- .�'!•v- ..�k�._. ,-.Wu r*- �'w•G't.+' -.a. 'L...- .t.�F"t xatrtt, -..�#. 'c�,> �''`` i., ^ _ INSPECTION RECORD Retain a copy with permit & �0� INSPECTION NO. WPERI CITY O F TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 -367 Project: �NFA.rvti/ %�E Type f Inspection: lSi111��1>�J Pi2J 0dn Address: S G�� Date Called: Special Instructions: Date wanted: Requester: Phone No: & Approved per applicable codes. M Corrections required prior to approval. R INSPECTION RECORD Retain a copy with permit yv l4 INSPEIFTION PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3870 Projects* Type of Inspection: fv07/ W Address: /336 / .5"G 109J Date Called: Special Instructions: Date Wanted: / ` Q Cm Requester: Phone No: ';2 a 6 F] Approved per applicable codes. Corrections required prior to approval. COMMENTS: .r Inspec Date: X5 M REINSPECTION FED REQUIREP/Prior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. ipt No.: I Date: 01 55 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 Pro; e �t: Type of Inspection: Address: lot 5(, U Date Called: 5 (U Special Instructions: Date Wanted: a. m. p.m. Requester; Phone NJJ..00::1I •Approved per applicable codes. Corrections required prior to approval. Iinspector: G (Date: Lj /( IJ7 ❑ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: MEMO MOM Iinspector: G (Date: Lj /( IJ7 ❑ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Precise Engineering Inc. 102 Otto Rd * Centralia, WA 9853:1. 360 -736 -1137 *Fax 360 -907 -8893 October 25, 2005 Mr. Jerry Wheaton 13361 56th Ave S. Tukwilla, WA 98178 RE: 97UBC vs. 2003 IBC Design Dear Mr. Wheaton: CITY OF TIUKWILA NOV 14 2005 PERMIT CENTER I have reviewed the calculations that I did for you house in November of 2003. The calculations were completed under the requirements of the 1997 UBC. The code that is required now is the 2003 IBC. I have checked the lateral system of the original calculations and it meets or exceeds the requirements of the new code. (See attached sheet) The vertical requirements have not changed therefore the vertical design meets the requirements of the IBC. In summary the calculations that were performed under the 97 UBC meet or exceed the requirements for your house under the 2003 IBC. If I can be of further help please call (360) 736 -1137 .. /;% Harold Hahnenkratt PE Principal rF�' LATERAL DESIGN Wind Loading: PS = /\11P.30 Wind Speed Exposure Roof Pitch A= 1 1= 1 ps30 = 10 (Roof) 12.4 (Wall) 10.0 (Roof) 12.4 (Wall) Simplified (IBC 1609.6) 85 mph B 6:12 ps = MCE Parameters - Conterminous 48 States Zip Code - 98178 Central Latitude = 47.49789 Central Longitude = - 122.250717 MCE MAP VALUES Short Period Map Value - Ss = 139.4 %'g 1.0 sec Period Map Value - S1 = 48.3% g RESIDENTIAL DESIGN INFORMATION Short Period Map Value - Ss = 139.4% g Soil Factor for Site Class D - Fa = 1.00 Residential Site Value = 2/3 x Fa x Ss = 92.9% g Residential Seismic Design Category = D2 Seismic Loading: . Simplified (IBC 1617.5) V = (1.2Sos/ 1.4 R )Wt. Sos 0.929 R = 6.5 (Wood Shear Wall), R = 2.5 (Cantilever Column) V= 0.123 Wt. (Wood Shear Wall) V= 0.319 Wt. (Cantilever Column) 4 fsf 41 VS \ k11 r J, ' RECEIVED CITY OF TUKWILA NOV 14 2005 PERMIT CENTER "r STRUCTURAL CALCULATIONS For ADVANCED DRAFTING For LATERAL AND VERTICAL DESIGN For Wheaton Residence November 4, 2003 Project # 2003174 By PRECISE ENGINEERING INC. HAROLD HAHNENKRATT, P.E. SCOPE: Provide structural calculations for lateral and vertical design of single family residence. LOADS AND MATERIALS Roof: Comp Roofing (2 layers) 5.Opsf Pre - engineered Trusses @ 24" oc 2.9psf Roof Sheathing 1.5psf Insulation 1.2psf 5/8" GWB 2.8psf Misc. 1.5psf Dead Load = 14.9» 15psf Snow Load = 25psf Wall: 2x6 Studs @ 16 "oc Dead Load = IOpsf Floor: I joists at 16 "oc Dead Load = 15psf Part. Load = IOpsf Live Load = 40psf Wind: 80 MPH Exp. B Seismic: Zone III Soil: 1500psf Lumber: 2x > 4x 6x > GLB Concrete: f c Rebar 'Allowable Bearing (Assumed) #2DF #1DF 24f -v4 for simple span = 24f -v8 for cont. and cantilever. 2500psi Grade 60 PRECISE ENGINEERING, INC. Job:_ Centralia, WA 98531 (360) 520 -1262 Date:_ FAX (360) 736 -1789 Sheet: By: Page of 1. 1.7 6(� ?� its 177. 3- L/ 94? i F - f k PRECISE ENGINEERING, INC. Job: Centralia, WA 98531 (360) 520 -1262 Date: By: FAX (360) 736 -1789 Sheet: Page of W �,✓� i 'D iA lr' G :,... cy Al-r } l »' , Y ji • !i w L /.j 7. v .- r,,, --f ... _ vv vi 5;9 1 oa = __ : 99/y _ W -A Lj- ( >�i �z x- X1,0 2 G ;' • '1�.'��� '(>2 -� ?'� Z x .fie` �._� /!� �� � / LS' I a� a0 �q LL a _Q 0 U C O � c M LO 0 O (gyp Q � 0 \ w O 03 (D —._ N O m C O 0) a U C 0) N •3 cr I U _ _ _ _ rn S co Z o U Cl (Q N O N et N I- M d t0A O ~ Obi 00o r` r Cl (No 1* � � N 0) N N LO to 0 Cl) (0o 00i to M N (07 co lu� N lo� 1- IN N M N N M M r N N N N N '10: 7 O 00 O 00 st to r` T7 e- O d N 0 M M L co N N N N 00 N CO O 0 0 00 CA 00 O to 00 00 ^ (O ~O N ^ (vj 0 N 00 M = G (O ICR M d N N O r V' 000 (wo tto st M M N N M~ N N N N N N t C 0 00 w 00 00 co (O 00 00 N Co D im N N N M M M M M M N O O O M O O 00 ao O O O O " O M M M r 1tpI 0 r- 0 00 N (o M 00 M to M (o M (o M Ct 00 00 OD N O r O O OD r 1 Q 0 to co It co � N CA r r r "N N 00 0 r r r r r r > o o a 4- a� w � 0n ) J O O = O O Q O O O Q 7 7 C O M (o (o n M E m U C? W lL Jn M M (O N D Q Q o Q w O 0 O ., co W ' I \ 0 Q O ., IIIIII�IIII'IIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIII IIIIIIII�II�IIIIIIIIIIIIII III @I�III�I�IQIIIIIIIIIIIIII Q V ' / 1 0 d a• �iisii�iiiiiiiii�iii I= ao 0 I d a� V N D �o \l � � n � � a �1�1611�1�11111�1��111 �I�Illl�lslllll�l�llll 'I�I�IIII�IIIII�I�IIII �I�NII�1�11111�1�1111 �iiiiiiiiiiiiiiiiiiiiiuiii IIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIlIlIIIIIII IIIII�III�III�I�I IIIIIIIII �IlIIIIIIIIIlIIIIIlIIIIIIIII �e�m�e�����m�m�m��������� c I a. ' � d �11�lllli�lllslll�llll .: oil 111111111111111111 ��II�I�III�I�I�IEI III ��1�1�1�111�1�1�1�1�11 Company Precise Engineering, Inc. October 27, 2003 Designer Harold Hahnenkraft 1:21 PM Job Number: Lewis County Chemical Checked By: Basic Load Case Data BLC No. Basic Load Case Category Category Gravity Load Type Totals Description Code Description X Y Joint Point Direct Dist. 1 Dead Load None 1 0.000 4 1 3 2 Live Load None 0.000 1 0 1 N2 max 3 Wind None 4 0 1 min 1 Joint Loads /Enforced Displacements, Category: None, BLC 1 : Dead Load Joint Label [L]oad,[M]ass,or, Direction Magnitude. D is lacement k, k -ft, in, rad, k *SA 2/ft N2 I L I Y 1 -.798 Joint Loads /Enforced Displacements, Category: None, BLC 2: Live Load Joint Label [L]oad,[M]ass,or, Direction Magnitude [D]isplacement (k, k -ft, in, rad, k's^2/ft) N2 L Y -1.33 Member Direct Distributed Loads, Category: None, BLC 3: Wind Member Label Direction Start Magnitude End Magnitude Start Location End Location (k/ft, F ) (k/ft, F) (ft or %) (ft or %) WALLSTUD y .02 .02 0 0 Load Combinations Num Description Env WS PD SRSS CD BLC Factor BLC Factor Envelope Joint Displacements Joint Label X Translate Y Translate Rotate (in) LC (in) Lc (radiansl I r. N1 max 0.000 1 0.000 4 7.735e -3 3 min 0.000 3 0.000 1 0 1 N2 max I© 1 -.008 4 0 1 min 1 3 -.025 1 - 7.735e -3 3 Envelope Joint Displacements Joint Label X Translate Y Translate Rotate (in) LC (in) Lc (radiansl I r. N1 max 0.000 1 0.000 4 7.735e -3 3 min 0.000 3 0.000 1 0 1 N2 max 0.000 1 -.008 4 0 1 min 0.000 1 3 -.025 1 - 7.735e -3 3 Envelope Reactions Joint Label X Force Y Force Moment (k) Lc (k) Lc (k -ft) Lc N1 max .17 3 2.128 1 0.000 1 min 0.000 1 .718 4 0.000 1 N2 max .17 3 0.000 1 0.000 1 min 0.000 1 0.000 1 0.000 1 RISA -2D Version 5.5 [C:\RISA \wall stud.r2dl Pac 2 Company Precise Engineering, Inc. October 27, 2003 Designer Harold Hahnenkratt 1:21 PM Job Number: Lewis County Chemical Checked By: Envelope Reactions, (continued) Joint Label X Force Y Force Moment k Lc k Lc (k -ft) Lc Reaction Totals: I max 1 .34 1 3 1 2.128 1 1 min 1 0.000 1 1 1 .718 1 4 Envelope Member Section Forces Member Label Section Axial Lc Shear Lc Moment Lc W W /k1 WALLSTUD 1 max 2.128 1 0 1 0 1 min .718 4 -.17 3 0 1 2 max 2.128 1 0 1 .542 3 min .718 4 -.085 3 0 1 3 max 2.128 1 0 1 .722 3 • • min 1 .718 4 0 1 0 1 4 max 2.128 1 .085 3 .542 3 min .718 4 0 1 0 1 E5 max 2.128 1 .17 3 0 1 min .718 4 0 1 0 1 Envelope Member Stresses Member Label Section Axial Shear Bending top Bending bot llecil I n 11ci1 I n /L-i1 I .. /I,_ ;% I .. WALLSTUD 10� 1 • • 000000. 1 0 1 NC min 0 1 0 1 NC 2 max -.002 4 .351 3 580.605 3 min -.006 1 0 1 NC 3 max -.004 4 .493 3 ©� 3 • • vvvov -.012 1 0 1 NC 4 max -.006 4 .351 3 580.605 3 -.019 1 0 1 NC L 5min max -.008 4 0 1 NC min -.025 1 0 1 ©� • • v • ©ovov Envelope Member Deflections Member Label Section x- Translate Lc y- Translate Lc (n) Uy Ratio Lc finl Anl WALLSTUD 1 max 0 1 0 1 NC min 0 1 0 1 NC 2 max -.002 4 .351 3 580.605 3 min -.006 1 0 1 NC 3 max -.004 4 .493 3 413.681 3 min -.012 1 0 1 NC 4 max -.006 4 .351 3 580.605 3 -.019 1 0 1 NC L 5min max -.008 4 0 1 NC min -.025 1 0 1 NC Envelope Member NDS Code Checks Member Label Code Chk Loc Shear Chk Loc Eqn Message (ft) Lc (ft) Lc WALLSTUD .547 8.5 1 3 1 .123 1 0 1 3 1 3.9 -3 RISA -2D Version 5.5 [C:\RISA \wall stud.r2dl Paae 3 Company Precise Engineering, Inc. October 27, 2003 Designer Harold Hahnenkratt 1:21 PM Job Number: Lewis County Chemical Checked By: Envelope Member NDS Code Details Member Label Fc' Ft' Fb' Fv' Lc (ksi) (ksi) ksi (ksi) WALLSTUD 3 .568 1.104 1.728 .152 RISA -21) Version 5.5 IC: \RISA \wall stud.r2dl Pacie 4 PRECISE ENGINEERING, INC. Centralia, WA 98531 (360) 520 -1262 FAX (360) 736 -1789 Job: Date: By: Sheet: Page of I i I I I ii r _ // :. _ I Ao,, J 7 yam. I 1 , ZVJ ' PRECISE ENGINEERING, INC. Job:_ Centralia, WA 98531 (360) 520 -1262 Date:_ ' FAX (360) 736 -1789 Sheet: By: Page of ! �. _�r.����_�__ __mss•- �-_i_ (--_� 1 ! � 4) )�i! i i i .i .� � � �_ � � .i_ 157� .. _ i X J , PRECISE ENGINEERING, INC. Job: Centralia, WA 98531 (360) 520 -1262 Date:_ FAX (360) 736 -1789 Sheet: By: Page of PRECISE ENGINEERING, INC. Job: Centralia, WA 98531 (360) 520 -1262 Date: By: FAX (360) 736 -1789 Sheet: Page of PRECISE ENGINEERING, INC. Job: Centralia, WA 98531 (360) 520 -1262 Date: By: FAX (360) 736 -1789 Sheet: Page of 14 n., -AV �yerh.. t.wr Bushm TJ- Beam r: 7003007848 User. 2 11/3/2003 9:23:47 AM 117/8" TJI® /Pro(TM) -250 @ 16" o/c tPagel Engine Version: 1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension: 18' Filma 3' —b Product Diagram Is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 15.0 Dead, 10.0 Partition Vertical Loads: Type Class Live Dead Location Application Comment ' Point(plf) Snow(1.15) 75.0 125.0 18' - SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other VVIdth Length LlvelDead /Uplittrrotal 1 Stud wall 5.50" 4.25" 404 /203/0/607 A3: Rim Board 1 Ply 1 1/4" x 117/8" 0.8E TJ- Strand Rim Board® 2 Stud wall 5.50" 5,50" 698 /564 /0 /1262 E1: Blocking 1 Ply 11 7/8" TJI ® /Pro(TM) -250 - CAUTION: Required bearing length(s) exceed the minimum shown in the TJ Builder's guide for single family residential applications. Limits: End supports, 31/2" . Intermediate supports, 31/2" with web stiffeners and 51/4" without web stiffeners. -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): A3: Rim Board,E1: Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) -715 -632 1562 Passed (40 %) Rt. end Span 1 under Floor loading Vertical Reaction (Ibs) 1139 1139 2575 Passed (44 %) Bearing 2 under Floor loading Moment (Ft -Lbs) 1903 1903 4430 Passed (43 %) MID Span 1 under Floor ALTERNATE span loading Live Load Defl (in) 0.156 0.360 Passed (L/999 +) MID Span 1 under Floor ALTERNATE span loading Total Load Defl (in) 0.206 0.720 Passed (L/837) MID Span 1 under Floor ALTERNATE span loading TJPro 48 30 Passed Span - Deflection Criteria: STANDARD(LL:U480,TL:L/240). Additional checks follow. -Right Overhang:(LL:0.2W', TL:21_240). - Allowable moment was increased for repetitive member usage. - Permanent bracing at third points in the back span or a direct applied ceiling over the entire back span length is required for right cantilever. See literature detail (PB1) for clarification. - Deflection analysis is based on composite action with single layer of 19/32' Panels (20" Span Rating) GLUED & NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. PROJECT INFORMATION: Copyright O 2003 by Trus Joist, a Weyerhaeuser Business TJI® end TJ -Beam® are registered trademarks of Trus Joist. e -1 Joist -,Pro- and TJ -Pro" are trademarks of Trus Joist. OPERATOR INFORMATION: Harold Hahnenkratt Precise Engineering Inc. 102 Otto Road Centralia, WA 98531 Phone: (360) 736 -1137 Fax :(360) 807 -8893 precise@localaccess.com OVA! 1wr s �5i TJ•Beam(TM) 8.10 Serial Number. 7003007848 User. 2 11!3/2003 9:23:47 AM 117/8" TJI® /Pro(TM) -250 @ 16" o/c ' Page EnglneVerelon:1.10.3 CONTROLS FOR MEETS HE APPLICATION AND LOADS LISTED 'TJ -Pro RATING SYSTEM -The TJ -Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/37' Panels (2(Y" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.5 ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. - Permanent bracing at third points in the back span or a direct applied ceiling over the entire back span length is required for right cantilever. See literature detail (PB1) for clarification. PROJECT INFORMATION: Copyright ® 2003 by Trus Joist, a Weyerhaeuser Business TJI® and TJ -Beam® are registered trademarks of Trus Joist. e -I Joist °,Pro° and TJ -Prd- are trademarks of Trus Joist. OPERATOR INFORMATION: Harold Hahnenkratt Precise Engineering Inc. 102 Otto Road Centralia, WA 98531 Phone: (360) 736 -1137 Fax :(360) 807 -8893 precise @localaccess.com 4n-AIXLverhae iser Business TJ- Beam (TM) 6.10 Serial Number. 7003007648 User. 2 10/28/20031:46:40 PM Upper Floor Joist 117/8" TJI® /Pro(TM) -250 a@ 16" o/c Pagel Engine Version: 1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED b 79. Product Diagram is Conceptual. LOADS: ' Analysis is for a Joist Member. Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 12.0 Dead, 10.0 Partition SUPPORTS: ' Input Bearing Vertical Reactions (Ibs) Detail Other Width Length LlvelDead /UplifUTotal 1 Stud wall 5.50" 4.25" 507 /279 /0/785 A3: Rim Board 1 Ply 1 1/4" x 117/8" 0.8E TJ- Strand Rim Board® 2 Stud wall 5.50" 4.25" 507 /279 /0/785 A3: Rim Board 1 Ply 1 1/4" x 11 7/8" 0.8E TJ- Strand Rim Board® '- CAUTION: Required bearing length(s) exceed the minimum shown in the TJ Builder's guide for single family residential applications. Limits: End supports, 310. Intermediate supports, 31/2" with web stiffeners and 51/4" without web stiffeners. -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): A3: Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear (lbs) 754 -747 1420 Passed (53 %) Rt. end Span 1 under Floor loading ' Vertical Reaction (Ibs) 754 754 1420 Passed (53 %) Bearing 2 under Floor loading Moment (Ft -Lbs) 3442 3442 4430 Passed (78 %) MID Span 1 under Floor loading Live Load Defl (in) 0.378 0.456 Passed (L/580) MID Span 1 under Floor loading Total Load Defl (in) 0.585 0.913 Passed (L/374) MID Span 1 under Floor loading 'TJPro 40 35 Passed Span 1 - Deflection Criteria: STANDARD(LL:U480,TL:L240). - Allowable moment was increased for repetitive member usage. - Deflection analysis is based on composite action with single layer of 19/37' Panels (20" Span Rating) GLUED & NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ -Pro RATING SYSTEM '-The TJ -Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/37' Panels (2(Y" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - 5/8" Direct Applied Gypsum Ceiling. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.5 PROJECT INFORMATION: OPERATOR INFORMATION: Wheaton Residence Harold Hahnenkratt Precise Engineering Inc. • 102 Otto Road Centralia, WA 98531 Phone: (360) 736 -1137 Fax :(360) 807 -8893 precise@localaccess.com Copyright ® 2003 by Trus Joist, a Weyerhaeuser Business TJI® and TJ -Beam® are registered trademarks of Trus Joist. e -I Joist °,Prdl and TJ -Pro° are trademarks of Trus Joist. TYPICAL SHEAR WALL NOTES ., Use 5/8" dia. by 10" Anchor Bolts (AB's) with single plates and 5/8" dia. by 12" AB's with double and ' 3x plates spaced as shown on the drawings. AB's shall have 7" of embedment into footing, shall be centered in the stud wall, and shall project through the bottom plate of the wall and have a 2x2x3/16 plate washer. ' All wall sheathing shall be 1/2" CDX plywood, 5/8" T1 -11 siding, or 7/16" OSB with exterior exposure glue and span rated "SR 24/0" or better. All free sheathing edges shall be blocked with 2x4 or 2x6 flat blocking except where noted on the drawings or below. All nails shall be 8d or IOd common (8d common nails must be 0.131 inch diameter, Senco KC27 Nails are equivalent. If l Od common nails are called for the diameter must be 0.148 inches, Senco MD23 Nails are equivalent). Nail size and spacing at all sheathing edges shall be as required below or as in the drawings. Nail spacings shall be 12" o.c. for all field nailing except as noted. Hold downs are Simpson "Strong Tie" and shall be installed per the manufacture's recommendation. Equivalent hold downs by United Steel Products Company "Kant -Sag" that have ICBO approval can be substituted in place of Simpson hold downs. All floor systems must be blocked solid below member that the hold down is attached to. This block should be equal to or larger than the member the hold down is attached to and be placed as a "squash block ". All double and triple studs shall glued and nailed together with 10d's at 3" o.c. for each layer. All 4x studs are to be #2 DF and all 6x studs are to be #1 DF when used for hold downs and shear walls. IALL WALL AND ROOF FRAMING LUMBER SHALL BE DOUG -FIR #2 OR BETTER. NOTE: MST STRAPS attaches to (2) 2x or 4x studs in wall above and below unless noted Iotherwise. Nail all holes with 16d sinkers. SHEAR WALL SCHEDULE Asheathing nailed with 10d's at 6" on center all edges. sheathing nailed with 10d's at 4" on center all edges and 4x or 6x studs at panel edges. ,z sheathing nailed with l Od's at 2" on center all edges and 4x or 6x studs at panel edges. HOLD DOWN SCHEDULE ® LTT20B attaches to concrete foundation with a 3/4" dia. bolt with 10" minimum embedment into concrete. LTT20B attaches to double studs or 4x or 6x stud with (10) 16d nails in wall above. OPHD2 attaches to concrete foundation with a 5/8" dia bolt with 15" minimum embedment into concrete. PHD2 attaches to double 2x studs or 4x or 6x stud with (10) Simpson SDS 1/4 X 3 Wood Screws in wall above. E) PHD6 attaches to concrete foundation with a 7/8" dia bolt with 16" minimum embedment into concrete. PHD6 attaches to double 2x studs or 4x or 6x stud with (18) Simpson SDS 1/4 X 3 Wood Screws in wall above. . OHDIOA attaches to concrete foundation with a Simpson SSTB34 with a 7/8" dia. coupler nut and a 7/8" dia. piece of threaded rod. SSTB34 has 28" minimum embedment into the 6 inch concrete stem wall foundation. A 7/8 " dia bolt with 28" minimum embedment into 6 inch concrete stem wall is an acceptable alternative to SSTB34. HD10A attaches to 4x or 6x stud with (4) 7/8" dia. bolts in wall above. NOTE: EMBEDMENTLENGTHIS 24 INCHES FOR 8 INCH CONCRETE STEM WALLS. .11� FILE Copy REVIEWED Guide Specifications - Section 084100: CODE COMPUAN R CE NanaWall WA67- Aluminum Clad Wood Framed Foldin SystgRP0A1199 PART 1-GENERAL MAY 122006 1.01 SUMMARY Of TUkw1la A. Section Includes: Engineered slidingffolding wood and glass do rl;444i, mr. f1nflq0N including aluminum clad wood frame, threshold, aluminum clad wood panels, sliding/folding and locking hardware, splines, weather stripping, glass and glazing; designed to provide an opening glass wall, with sizes and configurations as shown on drawings and specified herein, with NanaWall WA67, the Aluminum Clad Wood Framed Folding System as supplied by NANA WALL SYSTEMS, INC. 1.02 REFERENCES A. American Architectural Manufacturers Association (AAMA), 1. AAMA 611.98, Voluntary Specification for Anodized Architectural Aluminum. 2. AAMA 2603.02, Voluntary Specifications, Performance Requirements and Test Procedures for Pigmented Organic Coatings on Aluminum Extrusions and Panels. 3. AAMA 1303.5, Voluntary Specifications for Forced Entry Resistant Aluminum Sliding Glass Doors. B. American National Standards Institute (ANSI): 1. ANSI Z97.1, Safety Performance Specifications and Methods of Test for Safety Glazing Material Used In Buildings. C. American Society for Testing and Materials (ASTM): 1. ASTM E 283, Test Method for Rate of Air Leakage through Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. 2. ASTM E 330, Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. 3. ASTM E 547, Test Method for Water Penetration of Exterior Windows, Curtain Walls, and Doors by Cyclic Static Air Pressure Differential. D. Consumer Product Safety Commission (CPSC): 1. CPSC 16CFR -1201, Safety Standard for Architectural Glazing Materials. E. National Fenestration Rating Council (NFRC): 1. NFRC 100, Procedure for Determining Fenestration Product Thermal Materials. 2. NFRC 200, Procedure for Determining Solar Heat Gain Coefficient. 'Lg% 1.03 SUBMITTALS A. Detail Drawings: Indicate dimensioning, direction of swing, configuration, swirfg panels, typical head jamb, side jambs and sill details, type of glazing material and handle.•height. CORREC ION LTR# ©2005 Nana Wall Systems Specifications subject to change without notice B. Product Data: Manufacturer's literature including independently tested data listing performance criteria and Owner's Manual with installation instructions. C. Contract Closeout Submittal: Submit Owner's Manual from manufacturer. Identify with project name, location and completion date, type and size of unit installed. 1.04 QUALITY ASSURANCE A. Manufacturer: Provide complete, precision built, engineered, pre -fitted unit by a single source manufacturer with at least 15 years experience in providing folding/sliding door systems for large openings in the North American market. B. Performance Requirements: Unit to comply with applicable manufacturer's independently certified testing results. Testing results include air infiltration in accordance with ASTM E 283, water penetration in accordance with ASTM E 547, structural loading in accordance with ASTM E 330, and forced entry in accordance with AAMA 1303.5 and CAWM 300 -96. ** SPECIFIER NOTE. Air infiltration and water penetration testing results can only be applicable if the unit matches the test unit in the direction of opening and the type of sill. Structural load testing results are only applicable for the test unit size with top and bottom reinforced locking points and type of mounting. (Comparative analysis charts published by manufacturer show which panel sizes (if any) would meet structural loading design pressures specifically required for the project). Forced entry testing results are only applicable for the test unit type of locking. See manufacturer's latest published data. C. Thermal Performance: Unit to comply with the U value, rated, certified and labeled or simulated in accordance with NFRC 100, shown in manufacturer's latest published data for the glazing, sill and direction of opening specified. D. Solar Heat Gain Coefficient: Unit to comply with the solar heat gain coefficient, simulated in accordance with NFRC 200, shown in manufacturer's latest published data for the glazing and sill specified. E. Installer Qualifications: Installer experienced in the installation of manufacturer's products or other similar products for large openings. Installer to provide reference list of at least 3 projects of similar scale and complexity successfully completed in the last 3 years. Provide project names, locations, completion dates, names and telephone numbers of General Contractor and Owner's contact person. ixl�jwm1lk71:IWIA A. Provide manufacturer's standard warranty against defects in materials and workmanship. B. Warranty Period: Ten years for rollers and for seal failure of insulated glass supplied. For all other components, one year (two years if unit is installed by manufacturer's certified trained installer) from date of delivery by manufacturer. 1.06 SITE CONDITIONS, DELIVERY, STORAGE AND HANDLING ©2004 Nana Wall Systems Specifications subject to change without notice A. In addition to general delivery, storage and handling requirements specified in Section 01600, comply with the following: 1. Deliver materials to job site in sealed, unopened cartons or crates. Protect units from damage. Store material under cover, protected from weather and construction activities. B. Condition wood components to average prevailing relative humidity before installation. C. Do not subject wood components to extreme nor rapid changes in heat or humidity. D. Do not use forced heat to dry out building. E. Store flat in dry, well ventilated area out of direct sunlight. PART 2- PRODUCTS 2.01 SUPPLIER A. NANA WALL SYSTEMS, INC. 707 Redwood Highway, Mill Valley, CA 94941 Toll Free: (800) 873 -5673 Telephone: (415) 383 -3148 Fax: (415) 383 -0312 Website: www.nanawall.com Email: info@nanawallsystems.com 2.02 MATERIALS A. Frame and Panels: From manufacturer's standard profiles, provide head jamb, side jambs, and panels with dimensions shown on drawings. 1. Provide panels with standard one lite [OR with horizontal mullion(s) at specified height(s) from the bottom of the panel] [OR with simulated divided lites in pattern as shown on drawings]. 2. Provide standard bottom rail [OR manufacturer's standard kickplate with height specified between 8" and 12 "]. 3. Type of Wood: Solid, three layer, cross - grained, kiln dried Douglas fir [OR European pine] [OR meranti] [OR western hemlock] [OR European oak] [OR sapeli mahogany] [OR other wood as selected] with matching solid wood glazing stops. 4. Construction of wood panels to include close tolerance mortise and tenon, glued and pinned comers. 5. Wood Finish: Clear sand sealed and additional one coat of factory applied clear finish [OR choose from pre - selected two coats of factory applied finishes available from manufacturer]. Finishes to be water based, opened pored. 6. Aluminum Extrusion: Extrusions with nominal thickness of .098" (2.5 mm). Alloy specified as AIMgSi0.5 with strength rated as 6063 -T5 or F -22 (European ©2005 Nana Wall Systems Specifications subject to change without notice standard). Anodized conforming to AAMA 611.98 or powder coated conforming to AAMA 2603.02. 7. Aluminum Finish: Dark bronze anodized, E6 C34 [OR clear anodized, E6 EV1 ] [OR dark brown powder coated, RAL 8077] [OR white powder coated, RAL 9016] [OR select from range of RAL high gloss powder coated finishes available from manufacturer] [OR select from range of RAL matte powder coated finishes available from manufacturer] [OR custom finish]. 8. Exterior aluminum extrusion to be attached to interior wood with manufacturers thermal isolating polyamide connectors to protect and isolate wood from aluminum by use of the back ventilated, rain screen principle. B. Glass: Provide manufacturer's standard glass and dry glazing with EPDM gaskets and glass stops fixed with hidden nails, 1" (26 mm) insulating clear tempered [OR 1" (26 mm) insulating argon filled Low -E tempered] [OR other glass available from manufacturer] complying with safety glazing requirements of ANSI Z97.1 and CPSC 16CFR 1201. 1. Provide manufacturer's standard dark bronze anodized, E6 C34 [OR clear anodized, E6 EV11 glass spacers. C. Locking Hardware and Handles: Provide manufacturer's standard flat handle and concealed two point locking hardware operated by 180 degree turn of handle between each pair of folding panels and on any secondary swing panel. Face applied flush bolt locking will not be allowed. 1. For locking operation from inside only, on main entry swing panel or pair of bi- fold panels, provide manufacturers standard flat handle and concealed two point locking hardware operated by 180 degree turn of handle. [OR on the main entry panel for models with a swing panel, provide manufacturers standard solid brass lever handles in a matte black [OR brush chrome] finish on the inside and outside, a Schlage compatible lock set with lockable latch, dead bolt and rods at the top and bottom. Rods to be concealed and not edge mounted. Depression of handles withdraws latch. Lifting of handles engages rods and turn of key or thumb turn engages deadbolt and operates lock.] [OR on the main entry panel for models with a swing panel, provide HEW 550.33 ADA nylon pull handles with separate lock set and dead bolt. Nylon handle color: closest match to flat handle color from available colors. ] SPECIFIER'S NOTE: This option is recommended with a door closer, but note that a door closer is not possible for a swing panel not attached to a side jamb. [OR on main entry pair of panels on inward opening models without a swing panel, provide manufacturers standard nylon L- shaped handle on the inside, flat handle on the outside, a lock set with two point locking operated by 180 degree turn of handle. Nylon handle color closest match to flat handle color from available colors.] 1. Powder coated flat handle finish: dark brown, RAL 8077 [OR white, RAL 9016] [OR dark gray, RAL 7021] [OR silver gray, RAIL 9006] [OR closest match to panel finish]. ©2004 Nana Wall Systems Specifications subject to change without notice 2. Aluminum locking rods with standard [OR reinforced to meet higher structural loading] fiber glass reinforced polyamide end caps at top and bottom. Rods to have a stroke of 15/16° (24 mm). 3. Provide handle height centered at 413/8" [OR as specified] from bottom of panel. D. Sliding /Folding Hardware: Provide manufacturer's standard combination sliding and folding hardware with top, bottom tracks and threshold. All running carriages to be with sealed, self - lubrication, ball bearing multi - rollers. Surface mounted hinges and running carriages will not be allowed. Weight of panels to be bome by the bottom of the track will not be allowed. 1. For each pair of folding panels, for top hung system WA67 /o, provide cardanic, independently suspended, four wheeled coated with fiber glass reinforced polyamide upper running carriage and lower guide carriage. Provide dark bronze anodized, E6 C34 [OR clear anodized, E6 EV1] raised sill thermally broken with %" polyamide [OR flush sill] [OR low profile saddle sill] [OR low profile stepped sill]. [OR for floor mounted system WA67 /u, provide upper guide carriage and lower running carriage with four vertical stainless steel wheels and two horizontal wheels. The vertical wheels to ride on Type 304 stainless steel guide track covers over the full length of sill track and lie above the water run -off level. Carrying capacity of lower running carriage to be 440 lbs. Provide aluminum thermally broken with 3/7 polyamide dark bronze anodized, E6 C34 [OR clear anodized, E6 EV1 ] raised sill [OR flush sill] [OR low profile saddle sill].] 2. Provide manufacturer's standard dark bronze anodized, E6 C34 [OR clear anodized, E6 EV1] aluminum hinges and spline on edge of panel. For structural strength, hinges to be connected to spline and not directly into wood. Provide stainless steel security hinge pins with set screws. 3. Adjustment: Provide sliding/folding hardware capable of specked amount of compensation and adjustments without needing to remove panels from tracks, in width, 1/8° (3 mm) per hinge and in height,'/.° up and down. E. Weather stripping: Provide manufacturer's standard double layer EPDM or brush seals with a two layer polyamide fin at both the inner and outer edge of door panels or on frame for sealing between panels and between panel and frame. 2.03 FABRICATION A. Use solid, three layer, cross grained frame and panel profiles connected to exterior aluminum extrusion, hinges and splines, sliding and folding hardware, locking hardware and handles, threshold and track, glass and glazing and weather stripping as specified herein to make a folding glass wall. Factory pre - assemble as is standard for manufacturer and ship with all components and installation instructions. B. Sizes and Configurations: See drawings for selected custom dimensions within maximum frame sizes possible as indicated in manufacturers literature. See drawings for selected number of panels and configuration. Swing/stacking direction: Inward [OR outward] opening unit.' 02005 Nana Wall Systems Specifications subject to change without notice 2.04 ACCESSORIES (Edit for project requirements.) A. Provide the Opening Screen Wall, a motorized, overhead, retractable, rolling solarrnsect screen. Provide weather sealed tubular motor concealed in a roll tube, a three - position switch, a protective box, a load bar and vinyl coated screen. Looking from inside for screens for inward opening units and outside for screens for outward opening units, switches on right [OR left]. B. Provide other side lites, transoms, or single or double doors as per drawings provided. PART 3 - EXECUTION 3.01 ERECTION A. Because of the large dimensions involved and the weight and movement of the panels, verify the structural integrity of the header such that the maximum deflection with the live load is limited to be the lesser of U720 of the span and W. B. Examine surfaces of openings and verify dimensions; verify rough openings are level, plumb, and square, with no unevenness, bowing, or bumps on floor. C. Installation of units constitutes acceptance of existing conditions. 3.02 INSTALLATION A. Install frame in accordance with manufacturer's recommendations and installation instructions. Properly flash and waterproof around the perimeter of the opening. B. Installer to provide appropriate anchorage devices and to securely and rigidly fit frame in place, absolutely level, straight, plumb and square. Install frame in proper elevation, plane and location, and in proper alignment with other work. C. If necessary, provide drain connections from lower track. D. Install panels, handles and lock set in accordance with manufacturer's recommendations and installation instructions. E. If necessary, adjust hardware for proper operation. F. Finishing: Field finish under Section 09900 - Painting; seal and finish promptly after installation and prior to exposure to weather in accordance with manufacturer recommendations. G. Accessories: Screens; install in accordance with screen manufacturer's recommendations and installation instructions. END OF SECTION @2004 Nana Wall Systems Specifications subject to change without notice . Nana, all Systems, Inc. Contact - Sales Representatives and Showrooms NanaW aU40 Bringing tLe Ouldoor► in Page 1 of 2 Home Basics Applications Gallery Products CAD Specs Company Contact GOOSIC Sear Your Path: Home I Contact I Sales Representatives and Showrooms Sales Representatives and Showrooms Contact Contact Contact Us Directly y Sales Representatives and Showrooms Trained Installers 8 Print this pa NanaWall Systems, Inc. has independent sales reps throughout North America, including Mexico, Canada Carribean and Central America. Enter your zip to get information on your local representative. �i Submit Your rep info for 98178: Rob Laris Laris Architectural Products Phone: 425 - 277 -8947 Fax: 425 - 271 -2428 Email: larisassociates @msn.com; rob @eurostyleusa.com Showrooms or Email us 1 for the name and phone number of your nearest rep P us at 1 (800) 873 -5673. Call the following phone numbers to make an appointment to visit our showroom with full size displays in: Location The Woodlands, Texas New Dallas, Texas New Gardena, California L Kirkland, Washington Ferndale, Michigan ' j Richmond, California Home I Basics I Applications I Gallery I Products I CAD i Specs I Company I Contact Contact Info NanaWall Systems, Inc. 707 Redwood Hi hwa 'ff Toll free: (800) 873 -5673 Phone ��Photos j (888)437 -0002 —T —� (214) 631 -9400 (310) 515 -8730 (425) 277.8947 (248) 545 -1002 (415)944 -8586 Goggle �� Searcl Downloadable Brochurt, - y Direct: (415) 383 -3148 C R �v Mill Valley, CA 94941 Fax: (415) 383 -0312 R E C � Q N c0ER info nanawalls stems.com LT # Q @ Y http: / /www.nanawall.com/company _info /Colnfo_MainContent SalesReps.asp *3/2006 NanaWall Systems- Exterior Folding French Doors & Windows Page lQf2 NanaWaU o,/°oi"m 'u° uv,a°"," in Home Basics Applications Gallery Products CAD Specs Company Contact GOOSW I Search EGO .......... ........................ ........................ ........................... start ................................ r--—.—''----------- design news Learn about NanaWalls Sustainable Desian Single-Sourced & Testedl Clean Lines @FRC Approved Visit a Showroom Pro jects In Snow Coun" Acoustic Tested Request a Quote Hurricane Approved Model! As seen on HGTV �^~ �J ���&�|l concept n"�.`<��=rr^^n Nana Wall Systems Inc. is the North American leader in providing solutions for large opening glass walls. VVn offer a full line nf all glass, aluminum, clad and wood framed Opening Glass Wall Systems for large openings. As an architecturally driven company, Nana Wall Systems specializes in providing aesthetic, engineered solutions for almost any conceivable large exterior or interior opening problem. find out more > Home Basics Applications Gallery Products cum specs Company Contact G0088C7 Search Ec- Contact Info �-\ �n�� .. Ulf._,___`._ 7U7 Redwood Highway Mill Valley, CA 94941 Toll free: (800873-5G73 Direct: (415)383-31/0 Fax: (415)383-O313 ~� Copyright zmoswanaWax Systems, Inc. All Rights Reserved. ,I ijeRNATIO a IdUILDER m1orm SHOW Downloadable Brochures Site Map I Legal Notice I Privacy Notice l/3/2006 Imagine a room without walis. The Vanisbing NanaWalY Weathertight . Independently Tested . Hundreds of Colors Choose All Wood, Aluminum or Clad ■ Custom Made to Your Specifications NanaWall,o Bringing the Outdoors in See the latest in architectural design at www.nanawaff.com Folding door, doors, opening doors, folding doors, Sliding doors, doors, sliding, Nana Walls Please select the product specification of your choice. H me , asks pli Pons �pecit�catlon Olere`� in: RT" Rich Text Format (.rtf) 10-C Microsoft Word ( -doc) Adobe Acrobat (.pdf) i Aluminum Clad Wood Folding System' Wood Folding Systems • WA67 • WD66 • WD65 Aluminum Clad Individual Wood Individual Panel Panel Sliding System Sliding Systems • HSW67 Aluminum Clad Matching Doors, Windows & Storefronts • Contact Us All Glass Systems • SL25 • HSW55 f. 1 • HSW65 • VSW65 Wood Matching Doors, Windows & Storefronts • Contact Us Page 1 of 1 Send To Printer Go Bacl Aluminum Folding Systems F� • SL50 • SL45 • SL70 • SL72 • SL35 Aluminum Individual Panel suaing • HSW50 • VSW35 • VSW50 Aluminum Matching Doors, Windows & Storefronts • Contact Us hq: / /www.nanawall.com / specifications /SpecsOverview.asp ?display=print 1/3/2006 • Complete, engineered systems from a single- source supplier • Independently tested for water penetration, air infiltration, structural integrity, acoustical performance and forced entry resistance • NFRC certified and labeled thermal performance • Dade County hurricane approved system is available • On the clad system, extruded aluminum is attached to the wood using the back ventilated, rain screen principle to protect and isolate the inside wood • Long term ease of operation with compensation and adjustment features .fl IV Practical and Beautiful Large Wall Openings Blur the line between indoors and outdoors with a weathertight NanaWall' folding glass wall system. Bring the outdoors in on a sunny day or close up when winter winds blow and enjoy the view in energy efficient security. M ~I ' err ' NanaWall,,o Bringing the Outdoors in M Will z. Elegant Styling • Narrow stiles and rails maximize glass areas • All folding and locking hardware is integrated into the profile — no surface mounted binges or fZusb bolts Complete Customization • Custom sizes: widths up to 36 feet and heights up to 10 feet • Inward or outward opening with many configuration choices • Option of a single acting operable door • Top hung or floor mounted • Raised or low profile saddle sill ■ Wood, thermally broken aluminum or clad frames ■ Internal locking hardware is Schlage compatible with many handle options ■ Many glazing area options such as insulated Low -E glass and simulated divided lites NanaWall, Bringing the Outdoors in Jim Haggerton, Mayor Department o, f Community Development Jack Pace, Director October 7, 2010 Gerald A Wheaton 13361 56 Ave S Tukwila, WA 98178 RE: Request for Extension Denial Development Permit No. D05 -406 Wheaton Residence — 13361 56 Av S Dear Mr. Wheaton: This letter is in response to your written request for an extension to Permit Number D05 -406. Please note that you were notified in the Request for Extension Letter #3 dated June 8, 2009 that the Building Official had determined that no further extensions were to be granted for this permit. In order for the permit to remain active, work and inspections needed to be completed. The Building Official did receive and review your current request and defaulted to the previous determination. Consequently, the expiration date remains as October 12, 2010. If no progress has been made and consequently no inspection called the permit will expire. Once expired, a new permit application with accompanying plans and fees would be required. This submittal would need to include four (4) full set of plans inclusive of a narrative which clearly delineates the scope of the remaining work as well as the estimated value of said work. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, Jeri r*fer arshall e chnician File: Permit No. D05 -406 WAPermrt Center\EXtenslon Letters0enialsTerrmts005 406 Permit Extension Denial.doc jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 City of Tukwila MMED Dept. of Community Development Building Division 6300 Southcenter Boulevard Suite #100 Tukwila, WA 98188 O1 October 2010 RE: Permit No. D05 -406 (Building) 13361 56h Ave S. Tukwila 6e7U Cl G0 Dear Sirs, As permit holder and builder for Permit No. D05 -406, I am requesting an extension of the W • ' permit. The above subjectpermit has not received_ a' final inspection by the City of Tukwila Building Division. Work has been accomplished 'since issuance of the last inspection and it continues eold weekly. Sincerely, Gerald A. Wheaton 1336156" Ave S. Tukwila, WA 98178 ')A4-')A I _nclz 09 -01 -2010 JERRY WHEATON 13361 56 AV S TUKWILA WA 98188 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Permit No. D05 -406 1336156 AV S TUKW Dear Permit Holder: 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 Inspection Request Line at 206 - 431 -2451 to schedule 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 one or more extensions of time for additional periods not exceeding 90 days each. 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 10/12/2010 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, r Bill Rambo Permit Technician xc: Permit File No. D05406 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 03 -01 -2010 JERRY WHEATON 13361 56 AV S TUKWILA WA 98188 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Permit No. D05 -406 13361 56 AV S TUKW Dear Permit Holder: 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 Inspection Request Line at 206 - 431 -2451 to schedule 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 one or more extensions of time for additional periods not exceeding 90 days each. 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 04/25/2010 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician xc: Permit File No. D05 -406 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 11 -02 -2009 JERRY WHEATON 1336156 AV S TUKWILA WA 98188 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Permit No. D05 -406 1336156 AV S TUKW Dear Permit Holder: 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 Inspection Request Line at 206 - 431 -2451 to schedule 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 one or more extensions of time for additional periods not exceeding 90 days each. 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 12/01/2009 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, I.,- I Bill Rambo Permit Technician xc: Permit File No. D05 -406 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 - II II 1 duo qo �49Q' i.e. -., • v om�o June 8, 2009 Clay ®f Tukwila ila Jim Haggerton, Mayor Department o, f Co munity Development Jack Pace, Director Gerald A Wheaton 13361 56 Ave S Tukwila, WA 98178 RE: Request for Extension #3 Development Permit No. D05 -406 Wheaton Residence — 13361 56 Av S Dear Mr. Wheaton: This letter is in response to your written request for an extension to Permit Number D05 -406. The Building Official has reviewed your letter and considered your request to extend the above_ referenced permit. The City of Tukwila Building Division will be extending the expiration date of your permit for an additional 180 days, through December 1, 2009, as requested. Please note that per the Building Official, there will be no further extensions granted towards this permit. Each inspection conducted automatically pushes out the expiration date an additional 180 days. In order for this permit to remain active, work and inspections will need to be completed. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, File: Permit No. D05 -406 W .Perin Center\Extension LettersTennits\200SM05 -406 Permit Extension #2.doc jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 City of Tukwila Dept. of Community Development Building Division 6300 Southcenter Boulevard Suite #100 Tukwila, WA 98188 01 June 2009 RE: Permit No. D05 -406 (Building) 13361 56" Ave S. Tukwila Dear Sirs, As permit holder and builder for Permit No. D05 -406, I am requesting an extension of the permit. The above subject permit has not received a final inspection by the City of Tukwila Building Division. Work has been accomplished since issuance of the last inspection and it continues weekly. Sincerely, Gerald A. Wheaton FIECEM CRY of TUWMLA N JUN 0 � 2009 ��/9. II ec, Icvt wCIXS 13361 56h Ave S. Tukwila, WA 98178 �Q —� S 206- 241 -0523 _� 11 11 ♦ 11 05 -04 -2009 JERRY WHEATON 1336156 AV S TUKWILA WA 98188 City of Tukwila Zla Jim Haggerton, Mayor Department of Community Development RE: Permit No. D05 -406 1336156 AV S TUKW Dear Permit Holder: Jack Pace, 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 Inspection Request Line at 206 - 431 -2451 to schedule 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 one or more extensions of time for additional periods not exceeding 90 days each. 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 06/04/2009 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician xc: Permit File No. D05 -406 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 - 366.5 ep"-A�" O: Q� 1908 City of Tukwila Jim Haggerton, Mayor Department of Community Development December 8, 2008 Gerald A Wheaton 1336156 Ave S Tukwila, WA 98178 RE: Request for Extension #2 Development Permit No. D05 -406 Wheaton Residence — 13361 56 Av S Dear Mr. Wheaton: Jack Pace, Director This letter is in response to your written request for an extension to Permit Number D05 -406. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending the expiration date of your permit for an additional 180 days, through June 4, 2009, as requested. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, Teit r M — hall Technicia n File: Permit No. D05 -406 PAPenroit Center\Extension LettersTertnits\2005005 406 Permit Extension #2.doc Page 1 of 1 jem 6300 Southcenter Boulevard, Suite #100 • Tukwila. Washinzton 98188 • Phone: 206 - 4.31 -. 7670 • Far- 2n6- 4.ii -ml),v City of Tukwila Dept. of Community Development Building Division 6300 Southcenter Boulevard Suite #100 Tukwila, WA 98188 02 Dec 2008 RE: Permit No. D05 -406 (Building) 13361 56`h Ave S. Tukwila Dear Sirs, y"LeCTM n1KWU I DEC 04 2gg PFAMI�'�E�Eh As permit holder and builder for Permit No. D05 -406, I am requesting an extension of the permit. The above subject permit has not received a final inspection by the City of Tukwila Building Division. Work has been accomplished since issuance of the last inspection and it continues weekly. Gerald A. Wheaton eq"4�' 'JO 0-��w —04�K ,08/8 13361 56`h Ave S. Tukwila, WA 98178 206 - 241 -0523 �Y Y �J�yJILA, �qir I Z O 1908 11 -03 -2008 JERRY WHEATON 1336156 AV S TUKWILA WA 98188 City of L uk M la Jim Haggerton, Mayor Department of Community Development RE: Permit No. D05 -406 1336156 AV S TUKW Dear Permit Holder: Jack Pace, 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 Inspection Request Line at 206 -431 -2451 to schedule 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 one or more extensions of time for additional periods not exceeding 90 days each. 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 12/06/2008, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, r Marshall, Technician xc: Permit File No. D05406 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 - \1 11 1 1 cIl/ . ♦,fir � 1 - 1 1 city of 7izkwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director November 5, 2007 Gerald A Wheaton 1336156 Av S Tukwila WA 98178 RE: Request for Extension Development Permit No. D05 -406 Mechanical Permit No. M05 -174 Electrical Permit No. EL07 -012 Wheaton Residence — 13361 56 Av S Dear Mr. Wheaton: This letter is in response to your written request for an extension to Permit Nos. D05 -406, M05 -174, and EL07 -012. The Acting Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending the expiration date of your permit for an additional 180 days (through May 2, 2008). If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, tenifer arsha ll chnician File: Permit No. D05 -406, M05 -174, & EL07 -012 P:\Permit CenterExtension Letters\Pern*s\2005\D05 -406+ Permit Extension.doc Page 1 of 1 jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 City of Tukwila Dept. of Community Development Building Division 6300 Southcenter Boulevard. Suite #100 Tukwila, WA 98188 31 Oct 2007 RE: Permit No. D05 -406 (Building) 13361 56' Ave S. Tukwila Dear Sirs, Cm op r"qVILA OCT 311007 As permit holder and builder for Permit No. D05 -406,1 am requesting an extension of the permit. The above subject permit has not received a final inspection by the City of Tukwila Building. Division. Work has been accomplished since issuance of the last inspection and it continues weekly. We hope to request inspection on subject permit sometime in November of this year. Sincerely,. Gerald A. Wheaton %�, -��,�, ✓'� loo �� S y 13361 56h Ave S. Tukwila, WA 98178 206-24.1 -0523 �01�-- X111 11 1 I vy„q • 1 II 1 1 10-02-2007 JERRY WHEATON 1336156 AV S TUKWILA WA 98188 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director P.E: Permit No. D05 -406 1336156 AV S TUKW Dear Permit Holder: 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 Inspection Request Line at 206431 -2451 to schedule 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 one or more extensions of time for additional periods not exceeding 90 days each. 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 11/05/2007, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, e ifer Marshall, Permit Technician xc: Permit File No. D05 -406 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 II 11 111111`1 • / � -� 04 -05 -2007 JERRY WHEATON 13361 56 AV S TUKWILA WA 98188 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Permit No. D05 -406 1336156 AV S TUKW Dear Permit Holder: 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 Inspection Request Line at 206 - 431 -2451 to schedule 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 one or more extensions of time for additional periods not exceeding 90 days each. 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 05/14/2007 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, tefe Marshall, Permit Technician xc: Permit File No. D05406 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 City of Tukwila April 14, 2006 Public Works Dept. L. Jill Mosqueda RE: CORRECTION TO REVIEW LETTER #2 - WHEATON RESPONSE Development Permit Application Number D05 -406 SFR - Wheaton Residence -13361 56th Ave S Concerning the comments regarding our application for the above permit please see the explanations below. The finished floor and site elevations are included by surveyor site plan. Using NAVD 1988 with conversions to NGVD 1929. The finished floor at 17.2' will be at least 1 foot above the flood profile of 16.2'. An elevation certificate will be submitted by a surveyor prior to pouring the foundation. The Site Plan shows existing topographic contours. There will be no new site eradinQ for this construction. The site plan shows the expected final building footprint, the access and the septic system location. Jerry Wheaton jc,�7�� U 13361 56th Ave S Tukwila, Wa 98178 C : /mydoc/hsebld/crtltr RECEIVED CITY OF TUKNILA APR 2 52008 PERMIT CENTER PIDP) 0 do(0 C �J��IILA, �qS Ci ty o f Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 1908 04 -03 -2006 JERRY WHEATON 13361 56 AV S TUKWILA WA 98188 RE: Permit Application No. D05 -406 1336156 AV S TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 11/14/2005, has not been. issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 05/13/2006. If you choose to pursue your project, a written request for.extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 05/13/2006. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event you do not receive your written request for extension, your permit application will become null and void. and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Je ife arshall rmit echnician xc: Permit File No. D05406 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 _ February 9, 2006 Jerry & Jane Wheaton 13361 56 Av S Tukwila, WA 98178 City Of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #2 Development Permit Application Number D05 -406 Wheaton Residence — 13361 56 Av S Dear Mr. & Mrs. Wheaton: 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 Building and Public Works Department. At this time the Fire and Planning Departments have no comments. Building Department: Allen Johannessen, at 206 433 -1763, if you have questions regarding the attached memo. Public Works Department: Jill Mosqueda, at 206 431 -2449, if you have 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 Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerel , h vt, Je n er arshall it chnician encl xc: File No. D05 -406 P:UennifeACorrection Letters\2005\1)05 406 Correction Ltr 02.DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Building Division Review Memo Date: January 23, 2006 Project Name: Wheaton Residence Permit #: D05 -406 Plan Review: Allen Johannessen, Plans Examiner A Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 2406; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamp, not copied.) The engineering calculations make reference where the calculations meet or exceed the 97 UBC. The calculations are, not clear to show where they meet the current 2003 code requirements. In addition the plans also do not show details to indicate the 2003 IBC/IRC requirements are met. Example: the `Braced wall panels shall be clearly indicated on the plans." (IBC 2308.9.3) No brace wall (sheer wall) details are shown for the garage lateral restraint panels (LRP's). The length of the LRP's do not meet "Alternative bracing per IBC 2308.9.3.1 where alternate brace wall panels shall be no less than 2 feet 8 inches or 24 inches as indicated in 2003 IRC R602.10.11. Engineered calculations shall be required. to be consistent with and reference, the current 2003 codes. Revise plans to show details. for lateral restraint panel design and where engineering is clearly referenced on the plan. In addition pay attention to the note above where "Drawings shall be original signed wet stamp, not copied ". . 2 The brace wall lines exceed the minimum lengths for brace wall lines, one for the 36'9" garage wall and the 35'11- 1/4" wall of the office wing. Revise plans to meet the current code where brace wall lines will meet code. `Brace wall lines shall be supported by continuous foundations." (IBC 2308.9.3) (IBC- 2308.3 & 2308.3.4) 3 Provide a detail that will illustrate the method for foundation connection from the existing house foundation to the new foundation. Provide hardware type, size and spacing on the plans. 4 The relative flat lot topography and uncertain soil conditions, requires that additional plan detail show how the footing/crawl space drain system will function to prevent the accumulation of water in the crawl space. This may be accomplished with lot plan cross section that demonstrates the gravity flow will discharge water away from the crawl space, or a soils report that identifies how the soil conditions could otherwise disperse any footing or crawl space water. The house shall be elevated to meet code where the grade away from the foundation walls shall fall a minimum of 6 inches within the first 10 feet and meet FEMA requirements. Provide a revised site plan to clearly show the revised elevations. The intent is that groundwater will not accumulate in the crawl space. (8401.3, R408.5 & R408.6) Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. Permit #: Project Name: Review #: Date: Reviewer: CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards D05 -406 Wheaton SFR 13361 56`h Av S 2 02.06.2006 L. Jill Mosqueda, P.E. The City Of Tukwila Public Works Department (PW) has the following comments regarding your application for the above permit. Please contact me at 206.431.2449, if you have any questions. As explained at an informal preapplication meeting at the permits counter before response to comment letter #1, this site will require a flood certificate. All elevations must be provided by a surveyor. The elevations can be NAVD 1988 with conversions to NGVD 1929. The finished floor must beat least 1 foot above the flood profile elevation at "Q" ( 16.2') on the enclosed excerpt from the FEMA study (approved by Sr. Surface Water Engineer). In order to ensure that you new house will meet FEMA requirements, your response to correction letter #2 must include a site plan prepared by a licensed surveyor. The elevations must be NAVD 1988 with conversion calculations to NAVD 1929. Your site plan must show the finished floor elevations that are V above 16.2' (NAVD 1929). Your site plan shall include existing and new topographic contours so that I can adequately evaluate the proposed work on this site, including surface water drainage and access. The site plan must show the expected final building footprint, the access and the septic system location. November 22, 2005 Jerry & Jane Wheaton 13361 56 Av S Tukwila, WA 98178 • City Of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D05 -406 Wheaton Residence — 13361 56 Av S Dear Mr. & Mrs. Wheaton: This letter is to inform-you of corrections that must be addressed before.your development permit(s):can be approved :f: All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Public Works Department. At this time the Fire and Planning Departments have no comments. : Building Department: Allen Johannessen, at 206 433 -1763, if you have questions regarding the attached memo. Public Works Department: Jill. Mosqueda, at 206 431 -2449, if you have 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 Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerel T, flfl e i arshall Permit Technician encl xc: File No. D05 -406 P:Vennifer\Correction Letters\D05 -406 Cortection Ur #LDOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 Building Division Review Memo Date: November 21, 2005 Project Name: Wheaton Residence Permit #: D05 -406 Plan Review: Allen Johannessen, Plans Examiner A Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamp, not copied.) 1 Provide a window and door schedule. Combination of windows and doors shall meet requirements of the 2004 Washington State Energy Code (WSEC). Complete a "Prescriptive Approach - Simple Form" with energy calculations to show door and windows shall meet 2004 WSEC requirements. Forms can be obtained at City Of Tukwila DCD Building department. 2 The clouded window on Sheet A -1 and A -3 are assumed to show installation of the accordion door rather than the window. Please clarify with specific notations or remove if not applicable. 3 Also in reference to item (2) above, sheet A -3 shows installation of an 18 -foot accordion door. Provide specifications for the accordion door and show that the door shall meet Washington State Energy Code requirements. (2004 WSEC Chapter 6, 602.8 and 502.4) 4 The elevation key refers to A-4, which should reference A -5. Make corrections to reference keys. 5 Show where the master bathroom shall have a fan (min. 50 dm) installed in the shower room and bathroom. 6 The garage floor plan shows short walls between doors and at each comer of the walls that typically are referred to as lateral restraint panels (LRP) and where, by the current code, exceed the minimum width requirements (24 inches wide). Provide an engineered detail that shall qualify those LRP's to meet code requirements and with the detail provide a method of fastening. Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. Permit M Project Name: Review M Date: Reviewer: • CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS www.ciAukwila.wa.us Development Guidelines and Design and Construction Standards D05 -406 Wheaton SFR 13361 56"' Av S 1 11.17.2005 L. Jill Mosqueda, P.E. The City Of Tukwila Public Works Department (PW) has the following comments regarding your application for the above permit. Please contact me at 206.431.2449, if you have any questions. 1. PW issues a Type C permit as part of the building permit. For the Type C permit, PW collects a base application and plan review fee when the application is submitted. The fee pays for two reviews. Public Works charges for additional reviews. 2. The Public Works' Development Guidelines and Design and Construction Standards is available at www.ci.tukwila.wa.us. 3. As explained at an informal preapplication meeting at the permits counter, this site will require a flood certificate. All elevations must be provided by a surveyor. The elevations can be NAVD 1988 with conversions to NGVD 1929. The finished floor must be at least 1 foot above the flood profile elevation at "Q" ( 16.2') on the enclosed excerpt from the FEMA study (approved by Sr. Surface Water Engineer). 4. As explained at an informal preapplication meeting at the permits counter, the site has a septic tank. There are sewers planned, but there are no sewers installed at this time. Provide approval from King County Health Department; address as provided at the permit counter. 5. Sheet A -1 revisions: a) The site plan must have elevation datum of NAVD 1988 with conversions to NGVD 1929. b) Site plan must show actual site. I could not find a recorded short plat for this site. Please remove all property lines that do not actually exist. IF the owner intends to short plat in the future, then indicate that this is not a site plan, but is included to show expected future lot lines. c) Site plan shall show all easements, including the easement for the sewer lift station. d) Storm water drainage from new impervious surface can be handled by a note on the site plan. The roof downspouts can go to splash blocks (approved by Sr. Surface Water Engineer). `U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660 -0008 Federal Emergency Management Agency Expires February 28. 2009 National Flood Insurance Program Important: Read the instructions on pages 1 -8. Al. Building Owner's Name Gerald 8 Jane Wheaton SECTION A - PROPERTY INFORMATION For Insurance Company Use: Policy Number A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 13361 56`" Ave South Company NAIC Number City Tukwila State WA ZIP Code 98178 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) King County Tax Prcel No. 2172000160 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) Residential A5. Latitude /Longitude: Lat. Long. Horizontal Datum: A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. El NAD 1927 ❑ NAD 1983 AT Building Diagram Number 8 A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) 2176sq ft a) Square footage of attached garage b) No. of permanent flood openings in the crawl space or s q ft enclosures) walls within 1.0 foot above adjacent grade 1 b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b 672 sq in c) Total net area of flood openings in A9.b s q in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name City of Tukila 530091 B3. State King WA 84. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel 68. Flood B9. Base Flood Elevation(s) (Zone Date Effective /Revised Date Zone(s) AO, use base flood depth) 53033CO957 F May 20, 1996 May 16, 1995 „Q, 14.5 FT 610. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ❑ FIRM ® Community Determined ❑ Other (Describe) Bl 1. Indicate elevation datum used for BFE in Item 69: ® NGVD 1929 ❑ NAVD 1988 B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? e) ❑Yes Designation Date [I CBRS ❑ OPA ❑No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings" ❑ Building Under Construction" "A new Elevation Certificate will be required when construction of the building is complete. ®Finished Construction C2. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Com below according to the building diagram specified in Item AT Benchmark Utilized RM326 Vertical Datum NGVD 29 WCENED Conversion /Comments a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) Check the measurement used. JUL 15 2008 13.1 ® feet ❑ meters (Puerto Rico only) TUKWIL A 17.3 ® feet ❑ meters (Puerto Rico only) PUBLIC WpRKS ❑ feet ❑ meters (Puerto Rico only) 15.2 ® feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) 14.8 ® feet ❑ meters (Puerto Rico only) 14.9 ® feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION ._ . 5' . 3 This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. /understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. c:emtier's Name Rodney G. Hansen License Number LS# 21 Title Land Surveyor Company Name Hansen Surveying Add ess 17420 116 Ave SE crt„ 0--+-- Signature 2 _,,e ^ r Date Dos -406 /" ,A G. s y w�y., r�� � 21464 IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including ) For Insurance Company Use: 13361 56'" Ave S g Apt., Unit, Suite, and /or Bldg. No. or P.O. Route and Box No. Policy Number City Tukwila State WA ZIP Code 98178 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments Water heater is approx. 5 feet above house finished floor. Heater not yet installed. re Date SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE Check here A (WITHO'UT BFE)ents For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters b) Top of bottom floor (including basement, crawl space, or enclosure) is El feet ❑ above or ❑ below the HAG. ❑ meters ❑above or ❑ below the LAG. E2. For Building Diagrams 6 -8 with permanent flood openings provided in Section A Items 8 and /or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or E3. Attached garage (top of slab) is • ❑below the HAG. ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is • [I feet ❑meters ❑ above or [I below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, 8, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments SECTION G - COMMUNITY INFORMATION (OPTIONAL) ❑ Check here if attachments The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: -❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 13361 56'" Ave S City Tukwila State WA ZIP Code 98178 Company If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. Building Photographs Continuation Page Buildin Street Address Includin g For Insurance Company 13361 56'" ave South g Apt, Unit, Suite, and/or Bld . No. or P.O. Route and Box No. Policy Number City Tukwila State WA ZIP Code 98178 Company If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side Vievv' and "Left Side View." y ii 111 � •�• _, June 26, 2008 City of Tukwila Jim Haggerton, Mayor Department of Public Works Mr. Jerry Wheaton 1336156` Avenue S. Tukwila, WA 98178 -4632 Subject: Wheaton Residence Permit No. D05 -406 Dear Mr. Wheaton: James F. Morrow, P.E., Director Your building permit D05 -406 is still active. Response to Correction Letter #2 dated April 25, 2006, included an April 14, 2006, memo for you stating that an elevation certificate will be submitted by a land surveyor prior to pouring the foundation. As of today, Public Works has not received your elevation certificate. Enclosed is a FEMA Elevation Certificate form. Please note that by Washington State law only a licensed land surveyor can fill out the elevation certificate. Per FEMA's request, please submit it within 21 days. If you have any questions, please contact me at (206)431 -2440. Sincerely, Joa a Spencer Development Engineer JS:lw enclosures: Revision Submittal Cover Sheet dated 04/25/06 Applicant's Response Letter dated 04/14/06 FEMA Elevation Certificate Form (P :Laurie Admin/Joanna/L.etter Jerry Wheaton 062608) L — .._ ..— - . - . .._ — uIFnn - 'r:.r- ...:r., r.v.,..ti:.,, M., ol11RR • Phnnn• 766-417 -0179 • Fax. 206 - 431 -3665 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 Web site: hgR.- 11www.ci.tukwr1a.wa us A7I OM IJ�I[11T � L F v is =j t z 7 i t r Y r. t r .c r s .� Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ©1/b lo(� Plan Check/PermitNumber: ❑ Response to Incomplete Letter # Response to Correction Letter # Obi ap rjKwLA ❑ Revision # after Permit is Issued APR 2 5 2OQ6 ❑ Revision requested by a City Building Inspector or Plans Examiner: ff99W Project Name:. ` A lgI!{•� ela, Project Address: f _� % �"'� ,4M � Contact Person:_ • r tnA y ,r L-r67y.41 Phone Number: -,49k - f4l -0�.� � (� Summary of Revision: /2 e . o but S .� r -e-A& 10 •/ IA1zi4 /61J7// VHffI =J,J Ai11 Jit' lY A /dLl% dln.. -ii/I /ids /d. /J A r (5V ,1-7 —Ir X '' % ,; ACC J - - - (�� •- ` ,�_� 7`f �- : C " SIT At G Sheet Number(s):' "- - 'M'- ' ' ` ""` � �,., ( -j' "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Z*w dEntered in Permits Plus on '� s e 6 + ppiieahons orms -app nations on lineVevision submittal Created: 8 -13 -2004 City of Tukwila April 14, 2006 Public Works Dept. L. Jill Mosqueda RE: CORRECTION TO REVIEW LETTER #2 - WHEATON RESPONSE Development Permit Application Number D05 -406 SFR - Wheaton Residence -13361 56h Ave S Concerning the comments regarding our application for the above permit please see the explanations below. The finished floor and site elevations are included by surveyor site plan. Using NAVD 1988 with conversions to NGVD 1929. The finished floor at 17.2' will be at least 1 foot above the flood profile of 16.2'. An elevation certificate will be submitted by a surveyor prior to pouring the foundation. The Site Plan shows existing topographic contours. There will be no new site grading for this construction. The site plan shows the expected final building footprint, the access and the septic system location. Jerry Wheaton e, 6,'t j-/,zt;4t 1336156 Ave S Tukwila, Wa 98178 C: /mydoc/hsebld/crtltr RECEIVED CITY OF TLIMNILA APR 2 5 2006 PERMIT CENTER Poo I doe Approximate Site Address: Public Health, Seattle aAkg County Record I.D. Numb r Site Design Application Form for Individual On -Site, Sewage System (OSS) ON Submit 5 copies of application with 4 copies of plans), Department Us Only ATTACH ADETAILED ROUITELDIRECTION MAP FOR LOCATING THE PROPERTY. Name and address of.property owner IL Applicant Street Address .. Name . I}` {; I City -Zip Code Phone Last First Designer , Street Address 7 32 * afirte pvc, �3tu iT I City -Zip Code I Phone " . • THIS IS NOT A. PERMIT :.. PROPERTY INFORMATION: Legal, Description Attached 0 Parcel # (APN) ( I I I ' I (. I I D I IT . I I Section: (U Township: Range: Subdivision Name: I I': Lot: Block: Property Size. I`4 I6 I'"i'I 7 I 0 Pr I Sq. ft. Acreage: Rural Area Urban-Area 0 Distance from' property line to nearest sewer: Im Th Is iS .iiy�.�. Water Supply U (IP) I = Individual 0 Group,A Supply Group VP Public Water Supply Name: I 1T►. - I .ID #. Sensitive Area:.:, (Y ?N) If yes, specify U (L,W,O) .L =Landslide W = Wetlands O —Other SYSTEM INFORMATION: New System L�1 Repair Design U Correction of OSS Failure? u. Y ?N Detailed. Plans Attached (4 sets) Y ?N Type of Building I I' I �►I r I SF = Single Family. MFF�v I Iti le amil� COMM Commercial INST = Institutional Type of System Proposed: . LPL 4 G = Gravity Pwity with pump M =Mound :SF =Sand Filter PD = Pressure. Distribution HT = Holding Tank CT = Composting Toilet E Experimental. O Other Dates Soils Logged:: 10111 16 1 01 1 _ Soil Logs Data Attached: (Min. 4not);' y Y ?N- Depth;to Watertable or Restrictive Layer." Uf Inches'' Maximum Slope in Drainfield /Reserve Area I % CALCULATIONS Number. of`bedrooms:- U Total Gallons /Day (450 minimum). I �*L I I' Gal. Soil Texture.Type (1A -5) f Application Rate: ,� GaVsq ft/day�Tps�lt tion Area: f Sq..ft. Trench Width . L inches L �l Total Drainfield Length:. I I I, j Ft. Se Cc�ank Size: Gal. Garbage rinder .Y ?N. Pump Chamber Size (if needed) I 1 01 �L J Gal. Trench Depth (min /max): L � /. I � I� I inches I understand that failure to comply with Code of King County Board of Health Title 13 may result in the disapproval of the sewage system being proposed in this application. Non - compliance may':; also lead to revocation of my Designers rti�cate app' to legal actiai by the Health Department. K.C. ID# Dater Designer's Signature: k- ` i� FOR HEALTH DEPARTMENT USE ONLY: APPROVED (date): Comments Lo BY: NOTE: SYSTEM MUST BE INSTALLED BY A KINC OTHERWISE PROVIDED BY CO 1 Cttc►„ Ogle �D 0 Pre - construction. meeting required between designer, Installer, builder prior to permit Issuance APPROVAL OF THIS DESIGN APPLICATION IS BASED SOLELY ON INFORMATION PROVIDED IN THIS APPLICATION AND DOES NOT CONSTITUTE , PERMISSION TO BEGIN CONSTRUCTION OF THE PROPOSED SEWAGE DISPOSAL SYSTEM OR ANY OTHER IMPROVEMENTS. ON THE SITE. THIS APPROVI SHALL NOT BE CONSIDERED AN ASSURANCE, EITHER EXPRESSED OR IMPLIED, THAT DEVELOPMENT PERMITS FOR THE SITE WILL BE ISSUED.-. THIS APPLICATION EXPIRES TWO YEARS FROM DATE OF APPROVAL.. DISAPPROVED (date): BY: See attached Site Deficiency Sheet. Lim Any person aggrieved by any decision or foal order of the Health Officer may file a written application for appeal to Health Officer within 60 calendai days of the date of the above decision. (Tide 13, K.C.B.O.H. Chapter 13.12 — Sewage Review Committee). CS 13.15.97 Rev.7C21= Kim; CV,FIrt AUG 3 n�� �' Lvii.l EA TGAI -E, NMEN'T AL, HEALTH • • ACTIVE ORRI N Fl aZ - 575 L� P� SURE ),ZTR� 4un0N L`� TRENCH • R� ERNE - 250 �X- PiTU PRESSURE 01sT z i oti S� W i CE TRENCH • EV6 ARAN FIEL0 TO WEST OF HOUSE TO &E A8WADONEZ ay, COUNTY z7mcow05 FOOTINf, pRfl►N5� �l5PovT5 rO 8E 015CmAR4M /�:,ROm pRAI N �IELp —/ CRAPK SCALf V=z to 20 4o CONTROL. - !b(I3nN I4omr AANP03ED 3 85�DENG� h� • l+ I • AFP1F:: SEAT o loco GAU.ON _ EPnc TAR K PUMP - Tf r�1 +R� -ATU (RESEME ONLY) ' � 200 ON CENT t 1 ,x �►-�- r ItNA 72. i ON CLNT EGENO - RCAVE OfR�l if lfl o 32' ; t0' MAN• =-� 6110 TRANSPORT PIPE -- — — 60 Hos AIL L0(� �OCI�TIOt� It ro I 32, I EASEt"NT ONSITE �EId E i)1.5P05AL �DE��N 56TH• ;AVE. So TAX LOT 2172000Ib0 - - - -.. vr-- -� 335 - T W z m cr cc W Z J H O F- VICINITY MAP NO SCALE 135b1 5(0U' R, ( d CfcqoNL X DUWAMISH RIVER 56TH AVE S FOSTER GOLF COURSE Nos 5. To -1:IjTtgpRa�4 PwE �- Amount Due: 39.50 Retum this stub with your payment Please detach and retum top portion with your remittance. WHEATON:GERALD 13361 56TH AVE S • TUKWILA, WA 98178 -4632 02/28/2005 Billing Account* 16- 0340 -0000 13361 56TH AVE S 2/01 2/28 28 Water - 3/4 inch Single Res 10.30 ai,/4 f3 10.30 Due Date:03 /10 /2005 Meter # Prev Date Prev Read 1 Prev Read 2 Curr Date 0 0 Curr Read 1 0 Curr Read 2 0 Totals Cons Remit To : City of Tukwila • PO Box 58424, Tukwila, WA 98138 -1424 • PH: (206) 433 -1849 PRESSURE DISTRIBUTION SYSTEM - SUMMARY SHEET Septic Tank /Absorption Area septic tank size daily flows application rate required absorption area trench or bed' length trench or bed width cover soil required . depth 12 i volun for sand -Fined trenches or 1peds depth of sand volume Pressure Network pump chamber size required pump capacity W gpm pump size . P. dose volume _�22 transport pipe length J00 ft manifold length_ ft central or end manifold NO' pipe class /schedule gallons gal per day gal /sq.ft /day square feet feet . inches /feet IWO gallons total dynamic .head � ft m i+i make /model doses per day diameter = inch diameter 3._ inch transport pipe manifold laterals LL 2,0-0 lateral diameter 5 inch orifice diameter inch, residual head on top line W NR 0 09W.AFlap CoNMOFA-10A 6o CErJTtp% cam' �g 'FA jjt: o I,et;Z) %T% r 1.�* C /73.3 _ . 4Z I.a .5. 3(4 22.2 ) ��= o1o2y "fDW 12 •pum�? = y5� ; 225 yak • �cn� ��� � 15 W��\L* ��v�� 22' T aH @ bo�Per^ FINISHED GRADE SEWAGE FROM HOUSE EFFLUENT FROM SEPTIC TANK tlu�r N &tea o ACCESS RISERS W/SECURE LIDS OR� Ib rn�C oor FLOATING SCUM MAT OUTLET BAFFLE WASTEWATER W/FILTER JYPICAL SEPTIC TANK ACCESS RISER W /SECURE LID FINISHED GRADE ELECTRICAL CONNECTION TO CONTROL PANEL EMERGENCY STORAGE DOSE VOLUME SEDIMENT BARRI SEDIMENT TYPICAL PUMP TANK w �Yt� R atom 4v� Ti rnER QUICK DISCONNECT G CK VALVE PUMP CyAMOER (#6. • SECT /O/V ,Q -A f11-1- MATF.Q /,q,eS oe COASTR!/CT/ON 7,001N/QvES S/au- GE G271/IVTy ArrROVEO. Z ALL PUMP C!�/.4MBER /°/P /N� Sf,/gLL BE SCyE0ULE40. 3. CONTROL ALARM -AoVEL S.A1ALL 4E Ol/T4900,2 APPROYE'O OR WeAT/�E,Q PROTECTED �' READ /L Y ACCESS /.dL E': ' 4. I°r/M/° /SA i+/>'be- O- il�l�4T /C T,$,e `�' Gi? $UBMERS /BL E PtYMP r//.47 G //ES T— T OEf Q -MU. / FA✓�4O LE ANi'-- - . 5 L,47 jj*,0 P�C� (f4 1 &LL VbLV -m /VOTE" ALL ORAhV, 70 SE CL.4•SS ZOO -,�YC I' /PE LAZER 4L= L.4YO(/T f>OLE5 ON 80TTOM OAP /LL �h HOLE UPI�VARO ENO AT EN CAP GD�ECq L4 TEAL A CAM, >.��ERFORATEO SPACEO ON CEiVTE.2 ENO V�4Ew �°ERfO#'�4 TEO /° //°E Z7ErA /G DRAINFIELD NOTES: • • 1. The bottom of trenches and drainlines shall be level. 2. The trenches sh, 17 .follow the ground surface contolors. 3. A minimum of -1 `-L.F. shall be installed for a i5—bedroom home. 4. If house location varies, pump may have to be resized. 5. If drainfield area As disturbed prior to installation, design may be .void. 6. Any cuts. introduced near the drainfield may void the design. 7. Contour lines. are based on assumed datum and do not represent a detailed field survey. 8. Property lines are shown for reference and do.not represent an actual field survey. 9: Trees and /or stumps greater than 18 inches 0 when measured above grade 2 ft. shall be left standing, cut at ground level, burned in place to avoid disturbing the soil. • MONITORING PORTS R EW/PI EC ON 015TAL FJNpS OF 0RA 1 NP at) LATE wAs (TYR) FOOTING 0PA/N5 /00WNZP0UM TO GE RUvTTC0 AWAY FROM ORAM07ELD • CON WRU CIPON S7•AGI N6 /S lORAGE NOT A/.LOWED IN ,DRAINMO AREA l=VNC.E ,QRAirI>= IELD AREA FOR P.ROTfXCN ,pc*JN(G C0NbTRLXPC W Arm) net • AM4 CUTS NEAR OR ON DRAI N I~ I ELD "'Y V010 0E5/G N o P'MrnlNATE 4 RARNe R..REWREA .AROvND_OPWNFrJEID A> 7-0 PKOrCC, - FROM TRAfrFIC R-1 C414 5© \L WzU�Rt{�'�►c' DO S F�L 1�A7 IAA SLI D - 57'. DiR� !� j % T 1.4w(1 . F%MT ruN. V21k tompwr �. �iLIM FABRIC UZ . o- IV CUM P &L:T ► b. 4v%.} Dom= S 1c'C Wm.\ -r RO1P 1X a SILT Loo, O P" 11 �1GPR NC�RA.�`�� -Q Air 0 SAP Tr1 TTI L r, I GRAPHIC SCALE . 1'I zg 2 6D 100 (Q*� i flood profiles green river without levees floodway data base flood flooding source ., 47028'07" 122015'00" Sermine if flood insurance is available. contact an insurance* or call the National Flood Insurance Program at (800) 638-6620. APPROXIMATE SCALE IN FEET 500 0 500 NATIONAL FLOOD INSURANCE PROGRAM FIRM FLOOD INSURANCE RATE MAP KING COUNTY, WASHINGTON AND INCORPORATED AREAS PANEL 957 OF 1725 (SEE MAP INDEX FOR PANELS NOT PRINTED) CONTAINS: COMMUNITY KING COUNTY. UNINCORPORATED AREAS RENTON' CITY OF SEATTLE. CITY OF TUKWILA, CITY OF NUMBER PANEL SUFFIX 530071 0957 F 530088 0957 F 530089 0957 F 530091 0957 F MAP NUMBER 53033CO957 F MAP REVISED: MAY 16,1995 Federal Emergency Management Agency w 7 z w SO ir) SOUTH n D D O `r0 ti R MM33 ( O- n v", X 129TH A A i—) y/r ,So 5/7- 5 CD F 1274 ZONE AF (EL 18) IH STREET SOUTH 140TH STREET 2 O N = � O v7 w Z) z w aw D z W 0 cc ro Ln z N P4A \ w CE • ✓9 a N � F O m F Fq Z. I , M..TtA111 rn \i S 141ST = PLACE SOUTH 142ND STREET 0 w L2 Vy ( 't �) c SOUTH �a PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -406 PROJECT NAME: WHEATON RESIDENCE SITE ADDRESS: 13361 56 AV S Original Plan Submittal X Response to Correction Letter # 2 DEPARTMENTS: G Bu I Ing Dlvision�°JI Public Works DATE: 04 -25 -06 Response to Incomplete Letter # Revision # After Permit Issued Fire Prevention ❑ Planning Division U Structural ❑ Permit Coordinator ❑ DETERMINATIjON OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Comments: DUE DATE: 04-27-06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU NG: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 05-25-06 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documentstrouting slip.doc 2 -28 -02 0 PERMIT C002201 COPY* PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -406 PROJECT NAME: WHEATON RESIDENCE SITE ADDRESS: 13361 56 AV S Original Plan Submittal X Response to Correction Letter # 1 DATE: 01 -17 -06 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS:. i u ding ivlslon I Fire Prevention ❑ Planning Division ❑ Nblic Works ` Structural ❑ Permit Coordinator ❑ • •d DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01-19-06 Complete Incomplete ❑ 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 ROU NG: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02-1 6-06 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ar Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only 7 CORRECTION LETTER MAILED: n-L9 l 'ou Departments issued corrections: Bldg Fire ❑ Ping ❑ PWA Staff Initials: Mr. manrdrn rtino cGn rinr 2 -28 -02 PERMIT COORD COPY* PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -406 PROJECT NAME: WHEATON RESIDENCE SITE ADDRESS: 13361 56 AV S X Original Plan Submittal Response to Correction Letter # TMENTS: DEPAR Aiing i 141 1 6S Public Wor DATE: 11 -14 -05 Response to Incomplete Letter # Revision # After Permit Issued 5-17. Alt- lI -ls� Fire Prevention ❑ Structural ❑ 13M Al 11 as0S Planning Division d Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11-1 5-05 Complete E� Incomplete ❑ 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 RO[WING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: Approved ❑ Approved with Conditions❑ Notation: REVIEWER'S INITIALS: DUE DATE: 12-13-05 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: 055- Departments issued corrections: Bldg Fire ❑ Ping ❑ PW 1, Staff Initials: 2 -28 -02 PO City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206 - 431 -3665 Web site: http: //www.ci.tukwila.wa.us REVISION SUBMITTAL Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 0 i I,q Plan Check/Permit Number: 1),Q ❑ Response to Incomplete iLetter # -r ` Response to Correction Letter # _ ❑ Revision # after Permit is Issued ❑ Revision requested by a City "Building Inspector or*Plaris�ExaMmer, Project Name: �g$�QJeq%CG� Project Address: 5-6,4( Contact Person: Phone Number: Summary of Revision: MW � . APR 2 5 2000 Sheet Number(s): ffti`v Nv s i �c G�f*�itiG "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: d, Entered in Permits Plus on 6 bs* \applications ones -app ications on lineVevision submittal Created: 8 -13 -2004 Revised: 7 r (�6(7 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670' Fax: 206 - 431 -3665 Web site: hQ: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: I/ — / % —66 Plan Check/Permit Number: 1) 0,5' 4^6 ❑ Response to Incomplete Letter # REMO N Response to Correction Letter # JAN 1 7 2006 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner PERMIT CENTER Project Name: j/4 l-I eA4 TO /\/ C. Project Address:���� _�"�� ZaZ—� S Contact Person: i Phone Number: Zak u /mma�rfv of Revision: f W /,v Z)ar,J ,< SG OY Q 4_)iPAc,AJ //v BU /L DIV, %� \ ��T / , r" ./ If %A -7-/1 9VA,. 1 % A 1,11' '/ z1A111+t v11'1-1(--> yf�',�iyG� �. .S J I A4 n-1 �t,0�� J /U lo> DA4 w i�tJ <� C/H ,41J,-, ,LZ7- T� mG ii �y D �4 �i� /Pd rJ� ,�3 i ��G , d �` J° �/� "o R eti , f I F"" 4 Avg A �G GdU�v� lOPROUC -b S�FP71c. SysTC�IX�� �J7-H4F- .SiT� XIA5 G C 1/,4T /,e)AJ .bA 1 U/Yt , (G� tit G S D acS GJ/c.L r Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: l4 P. Entered in Permits Plus on (i \ \ applications \forms - applications on Ime\revision submittal Created: 8 -13 -2004 Revised: tul Q 1808 CITY OF TUKWILA Permit Center /Building Division: Community Development Department 206 -431 -3670 Permit Center Public Works Department: 206 6300 Southceinter Blvd., Suite 100 - 433 -0179 .Tukwila, WA. 98188 Planning Division: 206431 -3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) COUNTY OF KING ), PERMIT NO.: states'as follows: 1. I have made application for a building permit from the City of Tukwila, Washington. 2. 1 understand that state law requires, that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington; a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. 1 understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18:27.090, 1 consider the work authorized under this building permit to be exempt under No._, and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I might erwise have under state law in any decision to engage an unregistered contractor to. perform_constructionwork. r JGE A• pF'9`��'r► �� �pTAgy 9N : F I,, U) pUBUG : z s 0. Al 11 WA \applications\8 -2004 affidavit in lieu of contractor registration Signed and sworn to beffore me this day of / Va V , 2006 . NOTARY PUBLIC in and for We State of Washington, Residing at ) /nA _ , County. Name as commissioned: Alice A De ac v My commission expires: 6-16-03 18.27.090 Exemptions. This chapter shall not apply to: 1. 2. An authorized representative of the United States Government, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district or other municipal or political corporation or subdivision of this state; Officers of the court when they are acting within the scope of their office; . 4. Public .utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 5. Any construction, repair or operation incidental to the discovering or producing of petroleum or-gas, or the drilling, testing, abandoning, or other operation of any petroleum or, gas well; or any surface or underground mine or mineral deposit when performed by an owner or lessee;, 6. The sale or installation of any. finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of the structure; 7. Any construction, alteration, improvement or repair of personal property, except this chapter .shall apply to all mobile, manufactured. housing. A mobile /manufactured home may be installed, set up, or. repaired by.the registered or legal owner, by a contractor licensed under this chapter,. or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 8. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 9. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 10. Any work or operation on one undertaking or project by one or more contractors, the aggregate contract price of which for labor and materials and all other items is less than $500.00, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in all instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into \applications\8 -2004 affidavit in lieu of contractor registration contracts of amounts less than $500.00 for the purpose of the evasion of this . chapter , or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in 'the business of contractor; 11. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except then any of the above work is performed by a registered contractor; 12. An owner who-contracts for a project with a registered owner; 13. Any person working on his own property, whether occupied by him or not, and any person. working on his residence, whether owned by him or not but his. exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property ' with the intention and . for the. purpose of selling the improved property; 14. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 15. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; 16. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his sole compensation; 17. Contractors:,on highway, projects who have been prequalified-:as ,required .by chapter 13 of the Laws of 1961, RCM0.28,070 with the department of transportation to • perform highway construction, reconstruction; ":or maintenance work. EAST RIVERTON GARDEN TRACTS VOL, 12, PG. 79 1 EXISTING STRUCTURE TO BE REMOVED SHOUIN DASHED REAR ILIV. (12 12 A/— V= RIFY :XISTING . GUTTER CONC. RAMP CONC. STEPS FRONT ILIVATIM SCALE: I /8" = 1' -0" VEGITATION LIN ELEV = 2.5 G) V 20 z r� R IEWE.D OR CODE COMPLI t��Y 7 � 2 Q,f�'�,�(WII�I "a. C151C. MM. T� SCALE, 1' i50' -0' TYPICAL LAYOUT FOR FOUNDATION DRA INFIELD 1J�N1LA, W City of Tukwila Building Division/Permit Center 6300 South Center Blvd. #100, Tukwila, WA 98188 Ims f (206) 431 -3670 TYPICAL WALL (VARIES) 1 f FINISH GRADE e, ( A ( A ( A ( A A 11 BACKFILL V A� > ' A � >' A > ' CONCRETE WALL I , • ( A V ( A V ( A V ( A I i V V V V � LLtN (A V (A V ( A v ( A v V V V V L " A > " A > " A > " A > " .� CRAWL SPACE TOP OF OVER FLOW ` A V ` n o ` A v k A v MOISTURE BARRIER WITH GROUND LEVEL >- ° A > " A > " A SLOPING AWAY FROM HOUSE 12 "x12" GRAVEL FILL �( V �( �( A �( A r' A (BELOW FOOTING DRAIN) OR EQUIVELENT LOCATE MINIMUM 10 FEET FROM ALL PROPERTY LINES FILTER FABRIC FINISH GRADE BELOW CONCRETE SLAB OR BOTTOM OF DRAIN PIPE —, L 4 -D O R STORM TOP OF CRAWL SPACE FLOOR— OR 4"DIA. WEEPING PIPE BOTTOM OF BASEMENT SLAB APPROVED DRAIN FIELD FOR FOOTING DRAINS (MAY VARY DUE TO SOILS 4 SITE LOCATION) OPTIONAL FILTER FABRIC DRAWING # DCD H004 SIZING POSSIBLY APPROVED LY PRESCRIPTIVE 4'X4'X4' REVISION # 2 DATE 01/2112005 F RIGHT ILIVATION Ffti y ;• P&'htt thwlew approval is subject to Olt, and OCT 1, 2 2010 "° Approval of constructlon d ocuments dow �� 00 the vlolatlon of accepted code • o � �N : Of approved Fi Co FY cn d rnnd, t ordtna S Is �10W �! BY Data: // //� 6 6 2 Q Of B Ti�kwiia EDING DUMC" ■ SCOPE OF DIMSION REMOVE EXISTING STRUCTURE AS SHOWN ON DRAWINGS goo @Wbe# ftt* swe of W0* wife III I woof EXISTING TWO STORY STRUCTURE (10' -9" X 29'+/-) TO REMAIN ,,,,,„�„�„, PROVIDE NEW ATTACHED GARAGE AS SHOWN aanw o, fta PROVIDE NEW TWO STORY ADDITION AS SHOWN ON DRAWINGS These plans have been reviewed b Works Department for conformance with Pc Public INDEX DRAWINGS city standards. Acceptance is subject to urrent omissions which do not authorize violatio n airs and adopted standards or ordinances. The resp Of li A -1 SITE PLAN — EXTERIOR ELEVATIONS d t er, adequacy of th design rests total ty A-2 FOUNDATION PLAN — DETAILS drawin Additions, deletions or revisions h the gs after this date will to these A -3 FIRST • FLOOR PLAN and will require a resubmittvoid this acceptance a of revised d rawings for subsequent approval, A -4 SECOND FLOOR PLAN - _ A -5 SECTION DETAILS AND STRUCT. NOTES Final acceptanc is subject to f eld ins the Public Works utilities inspe pection by Date; ctor. By' CI T YOF TIUKWILA CORRECTION APR 2 5 2006 L T R# PERMIT CENTER ,)()S U0 OF PLAN STRUCTURAL ENGINEER BRUCE BROWN PRECISE ENGINEERING INC. 1011 MELLEN STREET 102 OTTO RD. CENTRALIA, WASHINGTON 98531 CENTRALIA, SPA. 98531 (360) 736 -4751 360 - 736 -1137 REVISIONS 9/25/03 10/1/03 8/31/05 12/20/05 3/29/06 OWNER PHONE 206 - 241 -0523 JERRY AND JANE WHEATON 1 13361 56th. AVE. S. TUKWI , WA. 98178 DRAWING TITLE SITE PLAN SCOPE OF WORK EXTERIOR ELEVATIONS DESIGNED BY BB r DRAWN BY B13 DATE S/19/03 SCALE AS NOTED JOB NO. A -1 LEFT ILIV. (0) 13' -m" 1/16" OSB SHTG. 2x6 STUD WALL 2X8 AT (3) WALLS SEE PLAN R -21 INSULATION PLY. BOOR SHTG.-SEE PLAN 2X RIM JOIST R -30 INSULATION w FIN. GR ° I °•. 3x6 MUDSILL W/ 5/8 "0 0 ____ a AB's a 48" O.C. (UNO) I 0 4 VERT. a 24" OC. (ALT. TAILS) - ° =1 I I a a 0 4 HORIZ a 12" O.C. cA 0 — . ? ° . ° MOISTUFE BARRIER 0o p �� F�E� 0 D PIPE 4" 8" 1' 4" (2) 0 4 CONT. TOP 16ll AND BOTTOM 0 24" (MIN.) LAP SPLICE TWO STORY EXTIRIOR FOOTING SCALE: 3/4 " =1' -0 SOLID BLOCKING R -30 INSULATI — FJ. SEE PLAN TYR GIRDER SEE PLAN POST SEE PLAN MOISTURE BARRIER (2) 0 4 EA WAY FIFO CIT 2x6 STUD WALL k'a" TYPE 'X' GYP. BD. 2X8 AT 3 LOCATIONS 0 4 VERT a 24" O.C. 11 1/16" OSB SHTG. 11 3x6 n "PT DF MUDSILL W/ 5/8 ANCH. BOLTS 6 48" OC (12" MAX 24" (MN) LAP SFUCE RROM CORIeRS AND • ADDITION BAR REQ D SPLICES (SEE PLAN) AT HOLDOW LOCATIONS nO CHAR I GARAGE IR' EXPANSION JOINT • w � FM. GR 0 4 — — v HORIZ a 12" O.C. (EXTRA BAR AT TOP) O ? I 4" THK CONC. SLAB W/ 6 / M0tN0 • WIFE MESH `J SCALE: 3/4 " =1' -0" DRIVEWAY � CONC S AB a 04 6 3211 OC (2) 0 4 CONT I I in u 411 811 lo 12" O pTem. is CO341RAGN Coop. SCALE: 3 /4 11 =1 1 -0 11 C4 ., 14' -1Y4 Y -11" 1 3' - 2 " �rtir QC . ti t X 8i� n /- I• C �n 9 TJI PRO 150 FLR JOISTS • 16" O.C. A '/z" TJI PRO 150 FLR JOISTS a 16" O.G. CONC SLAB FOR F.P. FTG. C 12" THICK AND 12 WIDER THAN F.P. \ \ \ PROVIDE "5 • 12" O.G. EACH WAY PROVIDE (6) "4 FROM BOTTOM T CAP E�d 9 TJI PRO 150 FLR JOISTS • 16" I 3X10 PT LEDGER TO EXISTING — RIM JOIST W1 1 /24 LAGS AT 16" O.C. USE SIMPSON JOIST RANGE S F Y Z VI A MIQEELOW IOE AC ESS FROM FLOOR A A TO EXISTING AREA e "X3(o"X12" HICK )NC PAD / (4) E.W. 2' A C A I I 9'12" TJI PRO 15OPM FIST is IV' O.C. is .T\ O A eCP 6 PL// c& \ �G 91 0 ' Q O G J ` LINE OF 1 11 - ITV II CONC. STEPS 28' -� F 1 1 FOUNDATION NOTES 1. 4" THICK CONC. SLAB W/ 6X6 MOMO W.WF. 2' 0/ 6. MIL VAPOR BARRIER AND 4" COMPACTED RAVEL FILL is ENTIRE SLAB AREA 2. USE 5/8 BOLTS (AB,$) a 48" O.C. UNLESS - NOTED OTHERWISE. USE (2) PER WALL 3. PROVIDE 1/150th OF BELOW FLOOR AREA IN VENT SPACE. (1)15X8 VENT • 6' O.C. FILL IN ALL FOUNDATION VENTS THIS WALL FOR 3 FOR ONE HOUR FIRE PROTECTION 39 G I 10 RAISE SLAB 4 " +/- 13' -444" VXI2" THICK PAD W/ (4) 0 4 O o� e � THICKEN BELOW STEP " THICK CONC LAB LINE OF CONC. CU 811 C 1 L aCH 2' - 8' -V4" 3' -9//4' 8' -3' 2' 24' - C15" POUNDATIOq PL FRONT ELEVATION rx REVIEWED FOR CODE COMPLIANCE �� ®�"��p¢� • DOWEL 28 �o MAY 12 2006 E T EPO>Cr.. MWVI 4' EMBEDMENT 4 M TC14 NEW FOUND BAR TYP. Of Tokwill r 6' 36" X 36" X 12" THICK CON A W (4) w 1' -411 11.41 W_ Ln - 0 0 C. P D / •4 EACH WAY a V 0 OST W/ Q� SI CB66 b LINE OF CONC. e b �G I � u, 24" WIDE ACCES PROVIDE METAL COVER A 8 " Y S1M- /84 A.B. • 24" O.C. THIS WALL 18' -11V° 6 �n e to R d , G oW 1/16 OSB SHTG. 2x6 STUD WALL 0 1 N U1 FTG TO EX I STIG. FOUND. 3XFULL I W , : IDTH MUDSILL PLY. FLOOR SHTG SEE PLAN W/ 5/8 " T AB's • 48 OC (U SCALE: 1/2 " =1' -0 OPT. TOPPING 4" CONC. SLAB f lER PLAN • PORCH S N . T_ = _III = III = III -1 -I 1 I 11— SIMPSON JOIST HANGER 0 4 VERT. ® 24" O.C. -1 11 =1 I 0 4 HORIZ • 12" OZ. 1 (ALT. TAILS) J a =I =1 I 1k , MOISTURE BARRIER*y "� 411 811 411 6 2) 0 4 VVI \T. 12" PERF. V DRAIN PIPE PTO. At PORCH RAMP FooT1w At SCALE: 3/4" =1' -0" 42' -10" CH RECEIVED SCALE: 3/4 " =1' -0" CITY OF TUKWItA APR 2 5 2005 PERMIT CENTER PLAN BRUCE BROWN 1011 MELLEN STREET CENTRALIA, WASHINGTON 98531 (380) 736 -4751 STRUCTURAL ENGINEER PRECISE ENGINEERING INC. 102 OTTO RD. CENTRALIA, RYA. 98531 360 - 736 -1137 . SCALE: 3/4" =1' -0 T- .. j. 1 REVISIONS 9/25/(43 10!1/03 5/1"1/05 12/20/05 3/29/06 ANE WHEATON DRAWING TITLE FOUNDATION PLAN FOUNDATION DETAILS DESIGNED BY BB DRAWN BY BB DATE 8/19/03 SCALE AS NOTED JOB N0. A -2 0 4 VERT a 24" O.C. 11 6 11 11 • (ALT. TAILS) - 24" (MN) LAP SFUCE 12 • ADDITION BAR REQ D AT HOLDOW LOCATIONS nO CHAR I FOOTING `J SCALE: 3/4 " =1' -0" DRIVEWAY � CONC S AB a 04 6 3211 OC (2) 0 4 CONT I I in u 411 811 lo 12" O pTem. is CO341RAGN Coop. SCALE: 3 /4 11 =1 1 -0 11 C4 ., 14' -1Y4 Y -11" 1 3' - 2 " �rtir QC . ti t X 8i� n /- I• C �n 9 TJI PRO 150 FLR JOISTS • 16" O.C. A '/z" TJI PRO 150 FLR JOISTS a 16" O.G. CONC SLAB FOR F.P. FTG. C 12" THICK AND 12 WIDER THAN F.P. \ \ \ PROVIDE "5 • 12" O.G. EACH WAY PROVIDE (6) "4 FROM BOTTOM T CAP E�d 9 TJI PRO 150 FLR JOISTS • 16" I 3X10 PT LEDGER TO EXISTING — RIM JOIST W1 1 /24 LAGS AT 16" O.C. USE SIMPSON JOIST RANGE S F Y Z VI A MIQEELOW IOE AC ESS FROM FLOOR A A TO EXISTING AREA e "X3(o"X12" HICK )NC PAD / (4) E.W. 2' A C A I I 9'12" TJI PRO 15OPM FIST is IV' O.C. is .T\ O A eCP 6 PL// c& \ �G 91 0 ' Q O G J ` LINE OF 1 11 - ITV II CONC. STEPS 28' -� F 1 1 FOUNDATION NOTES 1. 4" THICK CONC. SLAB W/ 6X6 MOMO W.WF. 2' 0/ 6. MIL VAPOR BARRIER AND 4" COMPACTED RAVEL FILL is ENTIRE SLAB AREA 2. USE 5/8 BOLTS (AB,$) a 48" O.C. UNLESS - NOTED OTHERWISE. USE (2) PER WALL 3. PROVIDE 1/150th OF BELOW FLOOR AREA IN VENT SPACE. (1)15X8 VENT • 6' O.C. FILL IN ALL FOUNDATION VENTS THIS WALL FOR 3 FOR ONE HOUR FIRE PROTECTION 39 G I 10 RAISE SLAB 4 " +/- 13' -444" VXI2" THICK PAD W/ (4) 0 4 O o� e � THICKEN BELOW STEP " THICK CONC LAB LINE OF CONC. CU 811 C 1 L aCH 2' - 8' -V4" 3' -9//4' 8' -3' 2' 24' - C15" POUNDATIOq PL FRONT ELEVATION rx REVIEWED FOR CODE COMPLIANCE �� ®�"��p¢� • DOWEL 28 �o MAY 12 2006 E T EPO>Cr.. MWVI 4' EMBEDMENT 4 M TC14 NEW FOUND BAR TYP. Of Tokwill r 6' 36" X 36" X 12" THICK CON A W (4) w 1' -411 11.41 W_ Ln - 0 0 C. P D / •4 EACH WAY a V 0 OST W/ Q� SI CB66 b LINE OF CONC. e b �G I � u, 24" WIDE ACCES PROVIDE METAL COVER A 8 " Y S1M- /84 A.B. • 24" O.C. THIS WALL 18' -11V° 6 �n e to R d , G oW 1/16 OSB SHTG. 2x6 STUD WALL 0 1 N U1 FTG TO EX I STIG. FOUND. 3XFULL I W , : IDTH MUDSILL PLY. FLOOR SHTG SEE PLAN W/ 5/8 " T AB's • 48 OC (U SCALE: 1/2 " =1' -0 OPT. TOPPING 4" CONC. SLAB f lER PLAN • PORCH S N . T_ = _III = III = III -1 -I 1 I 11— SIMPSON JOIST HANGER 0 4 VERT. ® 24" O.C. -1 11 =1 I 0 4 HORIZ • 12" OZ. 1 (ALT. TAILS) J a =I =1 I 1k , MOISTURE BARRIER*y "� 411 811 411 6 2) 0 4 VVI \T. 12" PERF. V DRAIN PIPE PTO. At PORCH RAMP FooT1w At SCALE: 3/4" =1' -0" 42' -10" CH RECEIVED SCALE: 3/4 " =1' -0" CITY OF TUKWItA APR 2 5 2005 PERMIT CENTER PLAN BRUCE BROWN 1011 MELLEN STREET CENTRALIA, WASHINGTON 98531 (380) 736 -4751 STRUCTURAL ENGINEER PRECISE ENGINEERING INC. 102 OTTO RD. CENTRALIA, RYA. 98531 360 - 736 -1137 . SCALE: 3/4" =1' -0 T- .. j. 1 REVISIONS 9/25/(43 10!1/03 5/1"1/05 12/20/05 3/29/06 ANE WHEATON DRAWING TITLE FOUNDATION PLAN FOUNDATION DETAILS DESIGNED BY BB DRAWN BY BB DATE 8/19/03 SCALE AS NOTED JOB N0. A -2 TYPICAL SHEAR WALL NOTES Use 5/8" dia. by 10" Anchor Bolts (AB's) with single plates and 5/8" dia. by 12" AB's with double and 3x plates spaced as shown on the drawings. AB's shall have 7" of embedment into footing, shall be centered in the stud wall, and shall project through the bottom plate of the wall and have a 2x2x3/16 plate washer. All wall sheathing shall be 1/2" CDX plywood, 5/8" T1 -11 siding, or 7/16 OSB with exterior exposure glue and span rated "SR 24/0" or better. All free sheathing edges shall be blocked with 2x4 or 2x6 flat blocking except where noted on the drawings or below. All nails shall be 8d or 10d common (8d common nails must be 0.131 inch diameter, Senco KC27 Nails are equivalent. If 10d common nails are called for the diameter must be 0.148 inches, Senco MD23 Nails are equivalent). Nail size and spacing at all sheathing edges shall be as required below or as in the drawings. Nail spacings shall be 12" o.c. for all field nailing except as noted. Hold downs are . Simpson "Strong Tie" and shall be installed per the manufacture's recommendation. Equivalent hold downs by United Steel Products Company "Kant -Sag" that have ICBO approval can be substituted in place of Simpson hold downs. All floor systems must be blocked solid below member that the hold down is attached to. This block should be equal to or larger than the member the hold down is attached to and be placed as a "squash block ". All double and triple studs shall glued and nailed together with 10d's at 3" o.c. for each layer. All 4x studs are to be #2 DF and all 6x studs are to be #1 DF when used for hold downs and shear walls. ALL WALL AND ROOF FRAMING LUMBER SHALL BE DOUG -FIR #2 OR BETTER. NOTE: MST STRAPS attaches to (2) 2x or 4x studs in wall above and below unless noted otherwise. Nail all holes with 16d sinkers. SHEAR WALL SCHEDULE with 10d's at 6" on center all edges. Ai sheathing nailed A sheathing nailed with 10d's at 4" on center all edges and 4x or 6x studs at panel edges. sheathing nailed with 10d's at 2" on center all edges and 4x or 6x studs at panel �3 edges. HOLD DOWN SCHEDULE O LTT20B attaches to concrete foundation with a 3/4" dia. bolt with 10 " minimum embedment into concrete. LTT20B attaches to double studs or 4x or 6x stud with (10) 16d nails in wall above. PHD2 attaches to concrete foundation with a 5/8" dia bolt O with 15" minimum embedment into concrete. PHD2 attaches to double 2x studs or 4x or 6x stud with (10) Simpson SDS 1/4 X 3 Wood Screws in wall above. PHD6 attaches to concrete foundation with a 7/8" dia bolt 0 with 16" minimum embedment into concrete. PHD6 attaches to double 2x studs or 4x or 6x stud with (18) Simpson SDS 1/4 X 3 Wood Screws in wall above. O HD10A attaches to concrete foundation with a Simpson SSTB34 with a 7/8" dia. coupler nut and a 7/8" dia. piece of threaded rod. SSTB34 has 28" minimum embedment into the 6 inch concrete stem wall foundation. A 7/8 dia bolt with 28 minimum embedment into 6 inch concrete stem wall is an acceptable alternative to SSTB34. HD10A attaches to 4x or 6x ,stud with (4) 7/8" dia. bolts in wall above. NOTE: EMBEDMENT LENGTH IS 24 INCHES FOR 8 INCH CONCRETE STEM WALLS. H v n 41 `} 4 w 4 3 ry b A 5 1/4 X 1 PSL KI STUD FLOOR OUTLET C AND (2) 2X8 TRI RS # SEE OWNER FOR EXACT LOCATIONS (2) L10 CLIPS L TO WALL TO PLATE D BOTTOM PLATE TYP. SING 20" HEARTH *FIREPLACE ® PROVIDE 5/8 TYPE 'X' G2.5. AT ENTIRE BELOW STAIR AREA FOR ONE HOUR — ❑ FIREPROTECTION A ? +C9 s ® 'has 6- D 21 19 ' - -11[11 3' 40" 1 3' -10X" 2'4 6 1 6 1 6 1 U SE 2X8 STUDS a 16" ON ENTER THIS WALL FA ® DECK Y HE �� 305 3 50 21 e O \ 2 GLAZING AREA PAI 6 DOOR U VALUE CEILING VAULTED CEI WALL ABOVE GRADE 1/4 X 1 PSL KING STUD EXTERIOR WALL BELOW I� FLOOR (2) 2X8 TRIMMERS VERTICAL < OPTION III UNLIMITED U.40 U58 (2 L10 CLIPS PSL To WALL R 30 TO PLATE AND BOTTOM PLA Tl'P. A R 30 R 10 WD. STAIN 3 PR CEILING F YES SEE OWNE FOR YES U VALUE AS EXACT L ATIONS 30x68 13/411 n FLOOR Llt - A —� WOOD PAINT WD. PAINT 3 PR YES YES YES YES U VALUE AS 3 STAIR NO 13/4 B WOOD MAX RISE i BE 1112" WD. MIN RUN T BE 11 YES 1 LU O X ,�4 X e�� 4! o 6x6 POST W/ G SIMPSON EC66 >x 0 ` ti 6X6 POST TO RIDGE K � IM 6X6 POST W/ SIMPSON EC66 a 111/8" TJI PRO 250 FLR. JOISTS 16 O.C: <�TCHEN FV9 4 1 'a � 6 4 POST - 61 CO TS H •�t O VI 11 0 H RAIL � 34' VE IR 68CLOSET 10' -5" MST 48 ® TOP WALL PLATE SPLICE 5030 EXISTING 14' -1YV MST TOP WALL PLATE SPLICE S• [� 10 Z51/9 m X 13112 GLB 28' E x TING L 111/8 TJI PRO 250 FLR JOISTS I6" ', • - � U \ n 2050 T 6Y4 '1 c y \� O CONCRETE MST 4 So = s O �' \� � �. � O 0 GARAGE DOOR lo 21 i� 4X D t0 � + m � 1�� .X �-1! 6X10 OF BEAM �n 4 2 HDR CONT. \ b / \ \ . 6X10 el C / wo \ / LINE OF ORCH b o A C ITCH TO MASTER ALIGN W/ A ` C. S S ENTRY SMOKE DETECTOR STRAP ABO �, ��D� DETqCTOR I 1 /8 TJI PRO 250 A 16" ON 11 CENT [W 0 1 11 2 50 _ it v u u • � — • 111 _ w• n cA Y E COMBINAT ON SEE 0) OWNER —� e (OVERSIZE ) ATH 0 C VERED FAN � 1 FAN 6 C'' 2468 'q RA A SHEL AND POLE 1 UJ�4RD 12 e A _ Iq (3) 3068 PANELS 51/4 X 11 1/8 PSL a / DETECTOR ® I OFFICE I it 1 118 TJI PRO 250 a 16" ON CENTER A ® A 5 I/4 X 111/8 PSL � 2X6 +2 2 ' O.C. A 9 O 1 O� 5016 SLIDER 5016 SLIDER b g\ — D 7TfiV 11 I 81_1V411 - 1 Y �" SO CMSTI4 TO 3X FLAT B ING (32' T.) 3 A411 ol GARAGE D C al 4X12 HOP, / A40 APPLY - 5/8' TYPE 'X' G.W.B. 0 1 I FROM SLAB TO ROOF SHTG. ON FOR E HOUR FIRE X PROTECTION FROM I GARAGE TO RESIDENCE. A / 361 HIGH WALL �j�\*���- O NEW DOOR AT EXISTING /OPENING. NEW DOOR TO BE SOLID CORE AND AND m EQUIP. W/ SELF CLOSING , HARDWARE FOR ONE � o HOUR PROTECTION FROM �1 a GARAGE TO RESIDENCE. x Im GARAGE ' � +� Glll$. C LG. PROVIDE 1112 HANDRAIL 34' ABOVE STAITOSE 1 1� s CLG. CLG. MST 60 e TOP WALL PLATE TO IS D LINE OF WALL ABO A -5 5 1/8 X 13112 B GR1. ® ARAGE CONSTRUCTI TO BE REM V z -411 REVIEWED f:0 — 2116 SQPT. FRONT ELEVATION OCT 12 2010 - � CS ID SCALE: 1/4" , 11 1 MAY 7 k �ad� RIM r)TA1� 6T!i����� TOTAL GLAZING AREA TOTAL FL AREA % GLAZING AREA 139 SG2FT. 3 PT 614 SQ 20% TABLE 6 -1 GL IMAM ZONE 1 OPTION GLAZING AREA GLAZING U VALUE DOOR U VALUE CEILING VAULTED CEI WALL ABOVE GRADE INTERIOR WALL BELOW GRADE EXTERIOR WALL BELOW E FLOOR SLAB ON GRADE VERTICAL OVERHEAD OPTION III UNLIMITED U.40 U58 U20 R 38 R 30 R 21 R 21 R 10 A R 30 R 10 NO. DOOR UL LABEL FRAME BUTTS 4x4 LOCK THRESH HOLD CLOS'R DOOR STOP REMARKS SIZE THICK CORE TYPE MAT. FIN. MAT. FIN. 1 30x68 1 3/4 11 A WOOD STAIN WD. STAIN 3 PR YES YES NO YES U VALUE AS 2 30x68 13/411 � A WOOD PAINT WD. PAINT 3 PR YES YES YES YES U VALUE AS 3 18'X68 13/4 B WOOD STAIN WD. PAINT YES YES NO NO U VALUE .49 4 26X68 1 3/4 11 C PAIR WOOD STAIN W. PAINT YES YES NO YES U VALUE .49 5 2668 X 1 3/8" A BIRCH GTm BIRCH vT NO NO NO NO 6 1 8 9 10 2468 2468 30x68 26X68 30x68 13/8 1 3/8" 13/8 13/8 1 3/411 � A A A A PAIR A BIRCH BIRCH BIRCH BIRCH WOOD OTA� v,W&4 STM YTAN PAINT BIRCH BIRCH BIRCH BIRCH WD. OTC VAM04 STAN STAN PAINT 3 PR m v� L OCK � PRIVACY YES NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO POCKET 11 68 30x68 13/8 3/8" A PAIR BIRCH °T,"" ,,, BIRCH v� NO NO NO NO BI -PASS 12 30x68 13/8 A (3) BIRCH YTS BIRCH � NO NO NO NO BI -PASS 2� IS' WOOD WOOD GLAS LASS T RE RED TE FERED D 1 C: • O O 42' -1 Z I�I/1►1 BRUCE BROWN 1011 MELLEN STREET CENTRALIA, WASHINGTON 98531 (360) 736 -4751 STRUCTURAL ENGINEER PRECISE ENGINEERING INC. 102 OTTO RD. CENTRALIA, WA. 98531 360 - 736 -1137 r= REVISIONS 9/25/03 3129/06 10/7/03 5/17/05 S/31/05 9/22/05 12/2(0/05 OWNER PHONE 206 - 241 -0523 JERRY AND JANE WHEATON 13361 56th. AVE. S. TUKWILA, WA. 98178 e DRAWING TITLE FIRST FLOOR PLAN. SHEAR WALL SCHEDULE' HOLDOWN SCHEDULE 3' WOOD ra( A1 ti � x RECEIVED CITY OF TUKWILA APR 2 5 2006 PERMIT CENTER DESIGNED BY BB DRAWN BY B B DATE 8/19/03 SCALE AS NOTED JOB NO. A -3 6' 6026 N LI -f0" 6' a u t O =�r N 36" 2X2 (2) 2X8 KING STUD (1) 2X8 TRIMMER TYP. EACH SIDE OF WINDOW AT 2X8 WALLS OPEN TO 5ELOW c r r- r cq 0� D 6' 3 SCHEDULE S OL SfZE D P 1 8 GLAZING 'U' VALUE CMST 14 STRAP X 11' o FAI V -0" X 5' -0" 305gp 305 Q t0 4X STUD IN WAL o 4S Q f Al IN LL FLAT B 1 A D Y -0" X 4' -0" e . LOFT 1 VINYL Ht I PIL W/ -ENGINEERED S 0 RS +� 5" O.C. OC 0 D FLOOR OUTLET MILGARD SLIDER Q SEE OWNER FOR I I EXACT LOCATIONS 12 +� 6:12 - � RIDGE (MATCH EXISTING SLIDER VE AtCH EXISTING VERIFY MATCH EXISTING INSUL. 1�0�3�3�' L SMO OR FL OUTLET�� [ SEE XNER 22X3 ATTI ACF S? EXA LOCATION Al 1- / ETWEEN MS t0 ELOW �w o /6MST 11 TO 3X 0 BLOCKING 42' LONG 0 0 \SFr 05EN J 1 11 /2 HOt tu z m p cq cq Lu O J 1 cq r _ ui \ D 0 � o� w A� a % 9' -10XY" 2' CL05ET IfU -7" EXISTING CONSTRUCTION SPLICE MST 48 6 TOP PLATE FAI NEW WINDOW 3050 i t- � D `— MST 48 TOP PLATE V SPLICE Y U BEDROOM #1 6:12 +/- -- Z' X =--4". DE7E E TOR O 2468 POCKET p O GF.I. � a o w � L o �i ` cn ❑ i� FAN O �• ON cp m . \ W.I. L 2468 POCKET O AB ❑ I � OWE MST 60 BETWEEN FLOOR TO 2X STUD IN WALL !El S--2 hil 14' --$ RECEIVED CITY OF TUKWILA APR 2 5 2006 PERMIT CENTER PLAN STRUCTURAL ENGINEER BRUCE BROWN PRECISE ENGINEERING INC. 1011 MELLEN STREET 102 OTTO RD. CENTRALIA, WA5HINGTON 98531 CENTRALIA, WA. 98531 (360) 736 -4751 360- 736 -1137 REVISIONS 9/25/03 3/29/06 10/'1/03 5/I�/05 12/20/05 ANE WHEATON I z I PM NOTE: WINDOW HEADERS TO BE 6X8 UNLESS OTHERWISE NOTED. xv FRONT ELEVATION t e I V-fo•• u N IO NEW WINDOW 3050 WINDOW SCHEDULE S OL SfZE D P 1 8 GLAZING 'U' VALUE CMST 14 STRAP X 11' MST 48 BETWEEN FL A❑ V -0" X 5' -0" MILGARD SINGLE HUNG TO WALL TV" PLATE t0 4X STUD IN WAL o 4S Q f Al IN LL FLAT B 1 A D Y -0" X 4' -0" e . SINGLE HUNG VINYL INSUL. -ENGINEERED WOOj TRUSS 24" C. r- ? MILGARD SLIDER VINYL INSUL. .49 12 +� 6:12 - � ►- `n SLIDER VE AtCH EXISTING VERIFY MATCH EXISTING INSUL. 1�0�3�3�' J 1 11 /2 HOt tu z m p cq cq Lu O J 1 cq r _ ui \ D 0 � o� w A� a % 9' -10XY" 2' CL05ET IfU -7" EXISTING CONSTRUCTION SPLICE MST 48 6 TOP PLATE FAI NEW WINDOW 3050 i t- � D `— MST 48 TOP PLATE V SPLICE Y U BEDROOM #1 6:12 +/- -- Z' X =--4". DE7E E TOR O 2468 POCKET p O GF.I. � a o w � L o �i ` cn ❑ i� FAN O �• ON cp m . \ W.I. L 2468 POCKET O AB ❑ I � OWE MST 60 BETWEEN FLOOR TO 2X STUD IN WALL !El S--2 hil 14' --$ RECEIVED CITY OF TUKWILA APR 2 5 2006 PERMIT CENTER PLAN STRUCTURAL ENGINEER BRUCE BROWN PRECISE ENGINEERING INC. 1011 MELLEN STREET 102 OTTO RD. CENTRALIA, WA5HINGTON 98531 CENTRALIA, WA. 98531 (360) 736 -4751 360- 736 -1137 REVISIONS 9/25/03 3/29/06 10/'1/03 5/I�/05 12/20/05 ANE WHEATON I z I PM NOTE: WINDOW HEADERS TO BE 6X8 UNLESS OTHERWISE NOTED. xv FRONT ELEVATION t e I V-fo•• u N IO NEW WINDOW 3050 �o Lu 08 %Qcq 1 V ROOF LINE MCOND 14W SQ.FT. r! N Lu u N N w u d SCALE: 1/4" = 1' - 0" WINDOW SCHEDULE S OL SfZE MANUF. SERIES FINISH GLAZING 'U' VALUE W w A❑ V -0" X 5' -0" MILGARD SINGLE HUNG VINYL g� INSUL. 4S Y -0" X 4' -0" e . SINGLE HUNG VINYL INSUL. 4S r- Y -0" X 3' -0" MILGARD SLIDER VINYL INSUL. .49 p❑ � MILGARD SLIDER VINYL 0 INSUL. 1�0�3�3�' 5' -0" X 1' -0" MILGARD SLIDER VINYL INSUL. N w 2' -0" X 4' -0" MILGARD SINGLE HUNG VINYL INSUL. AS TEMPERED 2' -0" X 5' -0" U SINGLE HUNG VINYL INSUL. AS TEMPERED 3' -0" X 5' -0" MILGARD SINGLE HUNG VINYL INSUL. AS TEMPERED 2' -0" X 5' -0" MILGARD CASAEMENT RIDGE (MATCH EXISTING) tr AS EGRESS K❑ 6' - 0 " X 1' - 6" MILGARD SLIDER VINYL INSUL. A � 6' -0" X 2' -6" MILGARD FIXED VINYL RIDGE REPLACE EXISTING WINDOW AS x 5 / NEW DOOR AS SHOWN w u Lu �o Lu 08 %Qcq 1 V ROOF LINE MCOND 14W SQ.FT. r! N Lu u N N w u d SCALE: 1/4" = 1' - 0" REVIEWED FOR CODE COMPLIANCE fl �9R�9��411/1�� MAY 7 z 200s Rt Of Tukwila b +W pl cif l' OCT 1.2 2010 w DRAWING TITLE SECOND FLOOR PLAN 4� �lly� DESIGNED BY BB DRAWN BY 1313 DATE 8/19/03 SCALE ,45 NOTED JOB N0. A -4 WINDOW SCHEDULE S OL SfZE MANUF. SERIES FINISH GLAZING 'U' VALUE REMARKS A❑ V -0" X 5' -0" MILGARD SINGLE HUNG VINYL INSUL. 4S Y -0" X 4' -0" MILGARD SINGLE HUNG VINYL INSUL. 4S C❑ Y -0" X 3' -0" MILGARD SLIDER VINYL INSUL. .49 p❑ 5' -0" X 1' -6" MILGARD SLIDER VINYL INSUL. .49 5' -0" X 1' -0" MILGARD SLIDER VINYL INSUL. AS 2' -0" X 4' -0" MILGARD SINGLE HUNG VINYL INSUL. AS TEMPERED 2' -0" X 5' -0" MILGARD SINGLE HUNG VINYL INSUL. AS TEMPERED 3' -0" X 5' -0" MILGARD SINGLE HUNG VINYL INSUL. AS TEMPERED 2' -0" X 5' -0" MILGARD CASAEMENT VINYL INSUL. AS EGRESS K❑ 6' - 0 " X 1' - 6" MILGARD SLIDER VINYL INSUL. A 6' -0" X 2' -6" MILGARD FIXED VINYL INSUL. AS REVIEWED FOR CODE COMPLIANCE fl �9R�9��411/1�� MAY 7 z 200s Rt Of Tukwila b +W pl cif l' OCT 1.2 2010 w DRAWING TITLE SECOND FLOOR PLAN 4� �lly� DESIGNED BY BB DRAWN BY 1313 DATE 8/19/03 SCALE ,45 NOTED JOB N0. A -4 STRUCTURAL NOTES 1. 2X structural framing shall be #2 Douglas Fir. L TO KING - 4x structural members shall be #2 Douglas Fir. Genera/ Notes: 3. 6X members shall be #1 Douglas Fir. These structural notes supplement the drawings. Any discrepancy found among the drawings, 4. 2X joists shall be kiln dried and stored in a dry area prior to installation. these notes, and the site conditions shall be reported to the Engineer, who shall correct such PATTERN discrepancy in writing. Any work done by the Contractor after discovery of such discrepancy shall 5. Floor trusses shall be by Trus -Joist or other approved manufacturer. Roof be done at the Contractor's risk. trusses shall be by a preapproved manufacturer and constructed according to the specifications of the Truss Plate Institute. The Contractor shall verify and coordinate the dimensions among all drawings prior to Truss manufactures are responsible for all bracing of the trusses including end proceeding with any work or fabrication. The Contractor shall coordinate between the wall bracing and all other bracing between the building and the trusses unless architectural drawings and the structural drawings. The architectural dimensions are specifically shown otherwise on the drawings. taken to be correct when in conflict with the structural drawings. The Contractor is S responsible for all bracing and shoring during construction. 6. Glue laminated beams shall be 24F -V8 for cantilevered or continuous beams and 24F - V4 for simple spans. All construction shall conform to the applicable portions of the latest edition of the Uniform Building Code except where noted (Fb = 2 00 PSI) (Fv = 190 PSI) Design Criteria: (E = 1,800,000 PSI) (FcL = 650 PSI) Live Load = 40 PSF (Floors) 7. Continuous and cantilevered glue laminated beams shall not be cambered. All = 40 PSF (Decks) other glue laminated beams shall be cantilevered for L/480. See the framing = 25 PSF (Snow) plans for any exceptions. Dead Load = 15 PSF (Roof) = 15 PSF (Floor) 8. All manufactured lumber shall be by Trus Joist MacMillan and have the following = 150 PCF (Concrete) structural properties: 3. Partition = 10 PSF (Floors) 2.0E WS Parallam PSL Wind = 1997 UBC Exposure B @ 80 mph Earthquake = 1997 UBC, Zone III (Fb = 2,900 PSI) 6. Soil = 1500 PSF, Assumed bearing (Fv = 290 PSI) capacity (E = 2,000,000 PSI) (FcL = 750 PSI) Concrete & Reinforcing Steel: 1.8E WS Microllam LVL 1. All concrete work shall be per the 1997 UBC Chapter 19. Tolerances shall be (Fb = 2,600 PSI) per UBC Chapter 19, Section 07. Mixing, placement, and inspection shall be per (Fv = 285 PSI) Sections 03, 04, 05, and 06. (E = 1,800,000 PSI) (FcL = 750 PSI) 2. All reinforcing shall be ASTM A615 Grade 60 except as shown on the 9. Floor sheathing shall be nailed 6" o.c. edges and 10" field with 10d's and roof plans. sheathing shall be nailed 6" o.c. edges and 12" o.c field with 8d's unless otherwise noted on the drawings. 3. Concrete shall be in accordance with ASTM 150. fc = 2500 PSI @ 28 day slump = 4" maximum, 6% Air entrained. Hardware. S teel: 1. All steel shall be ASTM A36 except as noted. All connection hardware shall be Simpson " Strong Tie ". Connection hardware exposed to the weather or soil shall be treated as in steel above. 2. Structural tube steel shall be ASTM A500 grade B. CAUTION: 3. All bolts shall be ASTM A325, except as noted. 4. Anchor bolts shall be ASTM A307. PLACE TRUSSES PER MANUFACTURER'S RECOMMENDATIONS. BRACE PER RECOMMENDATIONS. 5. Welding shall be by AWS certified welders with E70 electrodes in accordance with AWS D1.1-75. CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AND ALL ELEVATIONS. 6. All steel members and parts exposed to weather or in contact with the ground shall be galvanized per ASTM A -123 with 1.25 oz. of zinc spelter per square foot of contact area. All other steel surfaces shall be shop painted with two coats of red oxide primer after fabrication. Columns and other steel parts placed below grade and exposed to earth shall be painted with two coats of coal tar from the base to 6 inches above grade; such coating to be in addition to the galvanized coating. DOOR ROUGH OPENING DBL TOP PLATE WINDOW ROUGH OPENING LAP JOINTS 48 MIN • - Ca mossalallllE! 2X TRI R L TO KING - 6TUD W/ 1 d' MATCH SHEAR W L I E NAILING PATTERN ICAL) KING STU lbd'S TOrATP SHEAR 2X I PLATE - WALL E E r LING COW PETUEEN DO( OPENW35 OR 16" M 2X STU RI W NAIL TO KING 'S TO MATCH SHE AR tR L EDGE NAILING PA TYPICAL) KI S AS REQUIRED BY SHEAR L EDGE NAILING PATTERNS 9 ( TY .) a J A35 CLIP 6 12" O.C. 2X6 a 16" O.G. 3X BLOCK W/ CMSTI4 DRAG STRAP H25 CLIP a 48" O.C. PRE -ENG. TRUSS 0 24" OC. ' INSTALL PRIOR TO CDX OR O.S.B. BLOCKING WALL 2X FLAT BLOCKING CONT. L ev- EAR WALL SEE SHEAR WALL CALLOUT SLOT WALL SHTG. AS REa 1� TRUM TO WALL coNN. SCALE: 1/2 " =1' -0" 1/16' 065 SHTG.' R -21 INSULATION �AN TRAP 2X RIM JOIST MANUF. TRUSS BY OTHERS 10d's a 6 "OC. HI CLIP AT EVERY - OTHER TRUSS 2x6 STUD WALL (2) lbd PER BLK 5/4 "x(o FASCIA —) PLY. FLOOR SHTG.-SEE PLAN _ OOR JOIST -SEE PLAN / - PLY. SOFFIT W/ VENTING nnnn R -30 INSULATION 0/ GA 1116" 055. SHEATHING Metr_u n15 FLOOR FRAMING TO WALL SCALE: 3/4 " =1' -0" i nz 1116" 055 SR 240/0 NAIL W/ 10d'5 ® 6" O.C. EDGES 10d'S a 12" O.C. FIELD ATTIC 5PACE '*'-- R38 INSULATION n U r! N X w F co u Yl N X LU iJ F W FIN. COUNTER SINK HOLES FOR HC BOLTS F.T. 2X SILL PLATE —J CONC. STEM WALL AND FOOTING S H EAR WALL FRAMING SCALE: 3/4 " =1' -0" OPTIONAL HOLDOU N LOCATIONS L E sw 5PAC 12 OCT 12 2010 6 +/- VERIFY MATCH EXISTING PRE - ENGINEERED TRUSS a 24" O.C. BEDROOM 3/4" TtG PIU. SUB FLOOR 10d'S IN 6" O.C. EDGES 10d'S 6 12" O.C. FIELD F.J. SEE PLAN (2) 2X TOP PLATE 2X SOLID BLOCKING I I [ G.W.B. INTERIOR FIN. 2x6 STUDS a 16" O.G. &- ^IV 1 II a3 An TRU555 TO WALL CONN. 2X6 STUDS a 16" O.C. 1116 055 WALL SHTG. 2X4 CONT. L— (2) ROWS W/ (2) lbd CONT. VE ® 16" OC HI CLIP BEAM AND SIMPSON COW SEE PLAN POST SEE ears+ I I II N HALL RAMP —. U SE APPROVED TIES AT VENEER BASE CONC. SEE AN SEE PL ► • 0 4 4' LONG 16" O.G. - - - -- I F 6 — o 0 4 TOP BOTTOM 4 .. 8 .. 4.. B E F A -2 A -2 A -2 BEYOND RECEIVED A CROSS g M CTI ON , CITY OF TU I APR 2 2 SCALE: 1/2" = I' -0 `W PERMIT CENTER PLAN STRUCTURAL ENGINEER BRUCE BROWN PRECISE ENGINEERING INC. 1011 MELLEN STREET 102 OTTO RD. CENTRALIA, 1VASHINGTON 98531 CENTRALIA, WA. 98531 (360) 736 -4751 360 - 736 -1137 REVISIONS 9/25/03 10/'1/03 12/20/05 3/29/06 ANE WHEATON DRAWING TITLE SECTION STRUCTURAL NOTES DESIGNED BY BB DRAWN BY 1313 DATE 8119/03 SCALE ,4S NOTEJ� � � SCALE: 3/4 " =1' -0" REVIEWED FOR CODE COMPLIANCE MAY 12 200 aty of Tukwila wan fi�IP rrrI�Ir�n J 1116" 065 ROOF SHTG. \— R -38 INULATION 5/8" G.W.B. CEILING OBL. 2x(o TOP PLATE R -21 INULATION A35 CLIPS 9 16" ) 3/8 X 4 - AGS a 16" O.C. SOLID BLOCKING 11 �� . .— STARTER BD. AT EXPOSED EAVES 12 r-- JOB N0. A -5