Loading...
HomeMy WebLinkAboutPermit D04-211 - WGW CONSTRUCTION - LOT 9 - NEW HOUSEWGW CONSTRUCTION — LOT 9 4222 S 716T" STREET D04 -27 7 y City of Tullcwila rsno Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i j DEVELOPMENT PERMIT I Parcel No.: 3347400040 Permit Number D04 -211 Address: 4222 S 116 ST TUKW Issue Date: 12/07/2004 Suite No: Permit Expires On: 06/05/2005 i Tenant: Name: WGW CONSTRUCTION - LOT 9 Address: 4222 S 116 ST, TUKWILA WA Owner: Name: Address: WGW CONSTRUCTION 329 NW 2 PL, RENTON WA Phone: Contact Person: Name: Address: KEITH MENGES 329 NW 2 PL, RENTON WA Contractor: Name: W G W CONSTRUCTION Address: 329 NW SECOND PL, RENTON WA Contractor License No: WGWCOGW962JR Phone: 425 -246 -0740 Phone: 425 246 -0740 Expiration Date: 04 /19/2006 DESCRIPTION OF WORK: !. CONSTRUCTION OF A NEW 1,670 SQ FT SINGLE FAMILY RESIDENCE AND A 435 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITES INCLUDE: Addition of 1550 SF of impervious surface, roof downspout controls 1 by infiltration in driveway, 3/4 "water meter, and access. Sanitary side sewer shared stub with Lot 8 (D04 -210). Side sewer easement from Lot 8 benefits Lot 9. Allentown water and sewer connection charges apply. Right -of -way work for D04 -208, D04 -209, D04 -210 and D04 -211 permitted under D04 -208. Storm drainage in S. 116th Street is WashDOT overflow. Value of Construction: $164,878.50 Type of Fire Protection: Type of Construction: VN Fees Collected: $20,477.09 Uniform Building Code Edition: 1997 Occupancy per UBC: 7 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 70 c.y. Fill 70 c,y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Y Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Profit: N Non - Profit: N doc: Devperm D04 -211 Printed: 12 -07 -2004 Z �z �w QQ W UQ CO H C0 U. wo LLQ co D 7 �_w Z H H 0 Z �5 U� 0� 0H wW L 0, .Z w U2 0 1— Z ANY w �. City of Tukwila tone Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 e Water Main Extension: N Private: Public: Water Meter: N ** Continued Next Page ** doc: Devperm D04 -211 Printed: 12 -07 -2004 a il 0 i z w �D JU UO yO CO LU J = N LL- W O. LL- Q N d = W F- _ Z Z O. LU 5. VO O CO 0 F- LLW W F- LL. ~O Z U CO) z �..� City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: , Date: fL-7 - 0 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. Z Z '~ w u� D 30 UO CO 0 CO rr CO LL w 0 LL �d = w 1-- ZH LU W U ON o F- w u' O Z U CO O Z The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: Date: Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: Devperm D04 -211 Printed: 12 -07 -2004 . Q City of Tuk-wila rare Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Z Parcel No.: 3347400040 Permit Number D04 -211 w Address: 4222 S 116 ST TUKW Status: ISSUED Suite No: Applied Date: 06/22/2004 v Tenant: WGW CONSTRUCTION - LOT 9 Issue Date: 12/07/2004 00 N W_ 1: ** *BUILDING DEPARTMENT CONDITIONS * ** CO LL W O 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. Q LL to 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center = 0 (206/431- 3670). LU Z i i 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to Z O start of any construction. These documents shall be maintained and made available until final inspection approval is j granted. v o co 5: All construction shall be done in conformance with the approved plans and the requirements of the International o H Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. = v ~ E- 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any LL Z requirements for special inspection. w N U 7: All wood to remain in placed concrete shall be treated wood. p �- z 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: 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. 10: 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. 11: 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. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932). 13: 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). 14: 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. doc: Conditions D04 -211 Printed: 12 -07 -2004 rrYll i+�r'W..r•.wtl nM1n�.N/M Y.�Gf4V4 /\}�gl -raMr - r«- ruaL «rra:4.«.r- .rru.4 «.uwwuf.w wrw. r.awrrw i • yc City of Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 15: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** z = z 16: Contractor shall schedule a preconstrcution meeting with the Public Works Utility Inspector at (206)433 -0179 at least LU 24 hours (one working day) before breaking ground. QQ 17: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least JU 00 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. co H 18: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans Co u- O shall be submitted to the Inspector for prior approval. W � 19: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. cn d =w 20: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified t~ z flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around �- O hauling route (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. w w 0 21: Any material spilled onto any street shall be cleaned up immediately. 0 v 22: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation O N w W off -site or into existing drainage facilities. v 23: The site shall have permanent erosion control measures in place as soon as possible after final grading has been UO z completed and prior to the Final Inspection. v CD, 24: Eaves shall not extend more than 18- inches into yard setbacks. See sheet A -6. z * *continued on next page ** doc: Conditions D04 -211 Printed: 12 -07 -2004 1 u CN Q �..�� City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: i i k I Date: / 2 7 —15 <z doc: Conditions D04 -211 Printed: 12 -07 -2004 Z Q �W QQ D. JU UO W� CO L w LL J CO D F=-- _ ? �-- t- O Z F- 2� U0 ON. � E- WW L O 111 Z UN H = O Z City o. Tukwila Steven M. Mullet, Mayor Department of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 433 -0179 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.its WATER METER INFORMATION Parcel No.: 3347400040 Address: 4222 S 116 ST TUKW Suite No: Permit Number D04 -211 Issue Date: 12/07/2004 Permit Expires On: 06/05/2005 James F. Morrow, P.E., Director Z �Z �w 2 D UO ( 0o -1� C0 LL w . U = a �W Z r- O Z F- w U O CO. � F- w w F- 0 ui Z U= O h- Z DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 1,670 SQ FT SINGLE FAMILY RESIDENCE AND A 435 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITES INCLUDE: Addition of 1550 SF of impervious surface, roof downspout controls by infiltration in driveway, 3/4 "water meter, and access. Sanitary side sewer shared stub with Lot 8 (D04 -210). Side sewer easement from Lot 8 benefits Lot 9. Allentown water and sewer connection charges apply. Right -of -way work for D04 -208, D04 -209, D04 -210 and D04 -211 permitted under D04 -208. Storm drainage in S. 116th Street is WashDOT overflow. METER #1 METER #2 METER #3 Water Meter Size: 0.75 0 0 Quantity: 1 0 0 Water Meter Type: PERM Work Order Number: 520004 Connection Charge: Y $60.00 $0.00 $0.00 Installation: Y $490.00 $0.00 $0.00 Additional Install Deposit: $0.00 $0.00 $0.00 Plan Check Fee: Y $10.00 $0.00 $0.00 Inspection Fee: Y $15.00 $0.00 $0.00 Turn On Fee: Y $25.00 $0.00 $0.00 Subtotal: $0.00 $0.00 $600.00 Cascade Water Alliance (RCFC): TOTAL WATER FEES: Y $2,688.00 � $0.00 $0.00 doc: PWWATER D04 -211 Printed: 12 -07 -2004 .J..: ,yt . .J.. r +., +.cra.'ivy i^t:Arot.K•.,uU.i}:.7..+sll: wi.•r..'.!.'n:�.t..11 `.4.ii.w.`.:aaJ�.�.yw,i` F— 'At:i' «.+.iW.Y'.{w.iv..�:.:kad:� r I CITY OF TUMb", 3 d i Community Development Department Public Works Department ..._ ,� Permit Center 19p8 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 ** :' LOCATION Gv i King Co Assessor's Tax No.: Q&;' 3 '7A-0 — —0 Site Address: L-L + ! j • !�{D �� _ _ Suite Number: Floor: Tenant Name: New Tenant: [] .... Yes [-] ..No Property Owners Name: y1 jOrW C' -0^1s 7 Mailing Address: AM IV w Z tp '?) City State Zip CONTACT :PERSON Name: 6i�7 V iew Day Telephone: -- Z4�6 -b� 4b Mailing E -Mail Address: uJ Z�►D City State "Lip Fax Number: GENERAL. CONTRACTOR INFORMATION Company i Mailing A —. Contact Person y kg' :� Day Telephon . w - E -Mail Address: ,, �' \J� Fax Number: Contractor Registration Number: ��D t_j Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF RECORD — All plans must be wetstamped, by: Architect of Record. Company N Mailing Address: t 74 1Z`_ Ave �j� yo�uGe City \ State Zip Contact Person oxl. �t "'� S dv�. Day Telephone E -Mail Address: Fax Number: CAT_ ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record Company Name: (, 4 � sc) L Mailing Address: Z :G City ,+ State Lip Contact Person: Day Telephone: E -Mail Address: Fax Number: \applicationApcnnit application (3.2003) 3/2003 Page I Z Z QQ� JU UO WF- CO LL WO L? � = W Z ZR W D ON 0 E- WW HC �Z W Z JWN iam; BUILDI (, PTRMITINFORMA �C)N.= 206-43W670 . Valuationibf Project (feni3iactor's bid price): $ /7� �- _ Existing Building Valuation: Scope of Work (pldase provide detailed information): ���cr / X07° S� S��e�l� �� aI Jo tY>G-f _!! i. 'fa ,LE Will there be new rack storage? ❑ ..Yes P No If "yes ", see Handout No. for requirements. Provide All Building. Areas,:irr.Square Footage Below.. . 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): 3; 000 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? [:] ....Yes [—] ..No If "yes ", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: ❑..Sprinklers E]..Automatic Fire Alarm .None . Other (specify) Will there be storage or use of flammable, combustible or haz ?rd us materials in the building? ❑ .. Yes ❑ ..No If "yes ", attach list of materials and storage locations on a separate 8 -112 x I I paper indicating quantities and Material Safety Data Sheets. \appaications\permit application (3 -2003) 3/2003 Page 2 ar 4. Z W JU U ND C0 LIJ J = F- U) LL WO La co = �W Z H ZO W �5 U� ON o I— W H� �O Z W CO O F- Z Existing Interior Remodel Addition to Existing Structure New Type.of Construction per UBC Type of Occupancy per UBC 1'. Floor ::. V , 'Z 3 Floor Floors :. thru Basement Accessory Structure* . Attached Garage Detached Garage .Attached Carport. Detached Carport Covered Deck Uncovered Deck 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): 3; 000 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? [:] ....Yes [—] ..No If "yes ", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: ❑..Sprinklers E]..Automatic Fire Alarm .None . Other (specify) Will there be storage or use of flammable, combustible or haz ?rd us materials in the building? ❑ .. Yes ❑ ..No If "yes ", attach list of materials and storage locations on a separate 8 -112 x I I paper indicating quantities and Material Safety Data Sheets. \appaications\permit application (3 -2003) 3/2003 Page 2 ar 4. Z W JU U ND C0 LIJ J = F- U) LL WO La co = �W Z H ZO W �5 U� ON o I— W H� �O Z W CO O F- Z UKKS.PERMIT :I TION ; 206 Scope of Work (please provide detailed information): M S� s Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. l t i ` 0" ' i. I 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 ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (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 Pr000sed Activities (mark boxes that a ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way 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 _ Irrigation Domestic 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 11 3; ❑ ...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 Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State zip *plicationa \permit application (3.2003) 3/2003 Page 3 {t Z = F- Z �W UQ W = C0 U- W O. L Q N = a �W Z F- F- O Z F- LU 5 U ON WW I=— H �' O •Z W U= O Z MECHANICALPERMITJNFU /IATION '— .206 - 431=3670 . MECHANICAL CONTRACTOR INFORMATION Company Name: �t F s /Yn-A" t c A - L Mailing Address: City State Zip Contact Person: Day Telephone: 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 ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed inform Use: Residential: New ..�] Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type Electric ..... ❑ Gas.... Other: Air Handling Unit >= 10,000 CFM Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty < Unit Type: Qty.. Unit Type:. Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP / 100,000 BTU Furnace >100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU I- Ieat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind :.PERMIT APPI ICATION'NOTES Applioble to.all permits n". this appl><cat><on ; 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 4ERJURY HE LAWS OF TH E STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING ORIZED AGENT: Signatur . Date: 3 tl e Print Name: �t�+^� }�f o� Day Telephone: Z f ZZ� ''✓�� Mailing Address: f 2 ( chi �d City State Zip Date Application Accepted: t Date Application Expires: Staff Initials: Zx /Z .- ZZ� (ld \applications \permit application (3.2003) 3/2003 Page 4 Z iH Z �W QQ JU UO Cl) CO J? CO W WO 9-1 d =W ? F- F O Z I— W W UC3 O� OH WW H� UO Z W U= O Z City o f Tukw i l a 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 3347400040 Permit Number D04 -211 Address: 4222 S 116 ST TUKW Status: APPROVED Suite No: 37.00 Applied Date: 06/22/2004 Applicant: WGW CONSTRUCTION - LOT 9 Issue Date: 9,461.40 Receipt No.: R04 -01638 Payment Amount: 19,103.05 Initials: BLH Payment Date: 12/07/2004 11:30 AM User ID: ADMIN Balance: $0.00 Payee: EDMONDS PLAT LLC TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 5266 19,103.05 ACCOUNT ITEM LIST: Description ------------------------------ BUILDING - RES CASCADE WATER ALLIANCE PHOTOCOPIES /DUP SERVICES PLAN CHECK - WATER METER PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW SEWER - ALLENTOWN /RYAN STATE BUILDING SURCHARGE WATER - ALLENTOWN /RYAN WATER CONNECTION WATER INSPECTION FEE WATER INSTALLATION (DEP) WATER TURN -ON FEE Account Code Current Pmts 000/322.100 1,357.75 401/386.550 2,088.00 000/341.690 5.00 000/345.830 10.00 000/342.400 37.00 000/342.400 304.50 000/345.830 86.50 402/379.004 9,461.40 000/386.904 4.50 401/379.004 5,158.40 401/379.002 60.00 401/342.400 15.00 401/386.520 490.00 401/343.405 25.00 Total: 19,103.05 doc: Receipt Printed: 12 -07 -2004 ' �.:.. ..',..._ .,�. ... ....�.. .. ..: w...,�,..:'.t .,:� ...�1:. ;,..:,..;,.;:..M, •.,.:.J.: "✓.SS.:. :.t•. �:��.wv= YL.�eia.as.k ^ac..t:� .c+�.. _�t � a..4,�k, z �Z JU 00 N C0 W J = rr S2 LL w 9� LL a = w' Z �. 11­_0 z�_ W W U� O N 01— W Uji LL O .. Z' W N U O z a � City of Tukwila t9as L 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: Permit Number D04-211 Address: Status: PENDING Suite No: Applied Date: 06/22/2004 Applicant: WGW CONSTRUCTION - LOT 9 Issue Date: Receipt No.: R04 -00760 Payment Amount: 1 ' Initials: BLH Payment Date: 06/22/2004 12:37 PM User ID: ADMIN Balance: $1,617.25 r z i Payee: EDMONDS PLAT LLC i TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- i, Payment Check 5067 1,374.04 i. ACCOUNT ITEM LIST: Description - - - - - -- Account Code Current Pmts PLAN CHECK - RES 000/345.830 882.54 PW BASE APPLICATION FEE 000/322.100 250.00 PW LAND ALT PLAN REVIEW 000/345.830 23.50 PW PLAN REVIEW 000/345.830 218.00 I Total: 1,374.04 IJ 0 � 4 r2 V doc: Receipt Printed: 06 -22 -2004 z W QQ JU 00 ND J = F-- DLL W� �Q C� = �W z r- 0 z 1�- W U� O� �H WW �U LO tii z U N !-- _ 0 z �� /-- -; INSPECTION RECORD : Retain a copy with permit INSPECTION NO. % PE R CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 -3670 Project:, Type of Inspection: Address: Date Called: Special Instructions: Date Wanted �— , Z`" his p.m. Requester: Phone No: Receipt No.: Date: Z if Z �W QQ� 3 UO CO D W� �U- WO J LL j N = W Z x 1-- O Z H 2= )0 ON a F- Ww H� LL O. .Z W U= O Z u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. � ! INSPECTION RECORD Retain a copy with permit INSPECTION NO. P T 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: f Type o Insp ction: dress. Ad : Date Called: Special Instructions. Date Wante : P .M. Requester: Phone No: �pproved per applicable codes. Corrections required prior to approval. Receipt No.: Date: Z W W� J0 00 CO co W J = TU. WO 9 J LL = (Y �W Z 1-- O W ~ W U O- 0 1.- WW H �. LLO .Z w U= O~ Z tJ paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. I INSPECTION RECORD / Retain a copy with permit A) INSPECTION NO. PEW CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: 0 uv S ' Type of Inspe ion: Address: X -, - � . i/� Date Called.' a Special Instructions: Date Wanted: m_ .Wf- c - 4S P.M. Requeste Phone No: Approved per applicable codes. t r Corrections required prior to approval. COMMENTS: hA - j I r 1nspector: Date: El $58.00 REINSPECTION FED EQUIRED. Prior to inspection, ee must be paid at 6300 Southcenter blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z �Z Q � JU UO co O W= �LL W O La U �. = �W Z = F- I— O W Ir W UO ON 0 f- WW U. 111 � U O Z INSPECTION RECORD /�„ Retain a copy with permit a INSPECTI N N0. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type f Inspe tion: Address: ,-� 2 ISpetialInstructions: // Date Called: Date Wante " M . Requester: Phone No: Receipt No.: Date: Z Z ~ W I � JU UO W = �w WO J U- U = Cy �W Z H I— O W H W U O C/) D I— W W. H~ LL .. Z Ii U= O Z U paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule rein spection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. 6 . CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project: Type of Inspection: / Address: d Date Called: Special Instructions: 1 Date Wanted: a.m l- Requester: Phone No: Receipt No.: Date: h z d z �W JU UO W W �LL WO LLQ Cl) = �W z_. E- O W ~ W U ON C3 WW z U= O z u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER T N CITY OF TUKWILA BUILDING DIVISION �. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: { � r . 1/ G W Type of Inspection: E. P ✓ � / wG `_ 6o v Add ss: 9),) S 1 Date Called: Special Instructions: Date Wanted: L a.m. p.m. Requester: Phone No: Fl Approved per applicable codes. n Corrections required prior to approval. MM Inspector. Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z H Z W JU UO 0 w~ CO LL W0 LLQ U :3 = a �W Z iF H O W ~ W U� O co U�— W W. H �. �O W Z co O Z 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 Fl Approved per applicable codes. Corrections required prior to approval. C(A' 1,00 AA- [ 1-1 Project: 64) ect Type of Insp ion 1)960 Inspection.. Address: I Date Called b (,-, 1,!5 e S pecial Instructions: Date Wanted: late a .m. ' 6 �/o - 710- . 5 , p.m. /7 Requeste bo Phone No: COMMENTS: 11y) - 7 I F /7 -t A L7 7 f A 14 q - 710 6 sector: Date: — L7 0) I Receipt No.: : $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. z *-- Z 0 0 to co W UJI LL W 2� 9-j LL Q. M C% LU z 0 W ~ �- LU LU 5 0— 0 E- W W 5 F- 0 z V) z INSPECTION RECORD <; Retain a copy with permit f } INSPECTION NO. PER Q' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 f~ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Project: Type o Inspection: �LV�' " ' ni Gv f Address: )- S I i Date Called: J aA Special Instructions: Date Wanted: a.m. H - p.m. Requester: Phone No: Inspector: Date: y $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection Receipt No.: Date: z Z � W UO C O 0 . �L WO 2� LL? N = W H _ Z }- Ir- O z E- W �5 U� O cn. LLJ =U W Z L11 U= O z s INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE IT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0(26 Project: W(o Type of Inspection: f Address: �+a Date Called: Special Instructions: Date Wanted: a.m. P .M. Requester: Phone No: Approved per applicable codes. M Corrections required prior to approval, VA Inspector: Date: Os $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z ,}— Z W V UO (I)O co LLI J � �LL WO U_ cf)d = W Z }— ZO W 5. U� O N 0H LU =U LL O W Z U� O Z ] INSPECTION RECORD 9 Retain a copy with permit INSPECTION NO. PERMq NQ. S j CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 Pro* ec �I� �' c Type of In ction: ` rSperes s� -21 1 f Date Called: � O ial Instructions: .. Date Wanted: -L 3 25 p.m. Requester: Phone No: zz E] Approved per applicable codes. Corrections required prior to approval. COMMENTS: y l �Q e-? 5 0LJA tee, - P � <�, P (►r~ e r, a 0a YA v 0 v �P UttivA V r o vvNo s4 r d Y �(' � k h. , -s 1 i .A . Rn t C) ►' A r A v\ Jl c r� 1 s A r", r 14 M \ i .., .... " n hG ► )l' hCf • 7 0D CfV 9 d) PC 6A r1 o nspector: e- Date: $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: 4 Z ;F Z �W Q� JU UO CO 0 to NLL WO 9-1 LL co O = W Zo U� O -. D I- WW H� 111 Z 07 U =. O Z F INSPECTION RECORD ` Retain a copy with permit 5` INSPECTION NO. PE a CITY OF TUKWILA BUILDING DIVISION fM. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 N Project: Type of Inspection: a" Address: Date Called: �- S 1 Special Instructions: Date Wanted: a.m. I t = p.m. / Requester: Phone No: D Approved per applicable codes. corrections required prior to approval. COMMENTS: P ` ' � �3v% Imo . S Pr4 r I t = / u nspector: <' Date: _ �2� — n leceipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z iH W W� UQ W 12 LL W O U. = F. W z H Wo �5 U� ON oF- L U H� W Z U= O Z t 7 • . INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE T CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection* nspector: K Date: 3- , Receipt No.: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 1 r Z ��— Z W QQ � JU U Off. CO co W W U. WO LQ Nd = W H WO W U O CD o F- WW LL O .. Z W co P O Z Address: z -��� s - i �� Date Called: 31W o5 Special Instructions: Date Wanted: �1 m Requester: Phone No: nspector: K Date: 3- , Receipt No.: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 1 r Z ��— Z W QQ � JU U Off. CO co W W U. WO LQ Nd = W H WO W U O CD o F- WW LL O .. Z W co P O Z 4 t :INSPECTION RECORD" Retain a copy with permit �� J INSPECTION NO. P'R N CITY OF TUKWILA BUILDING DIVISION j 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 )431 -3670 Pr Type of Inspection: Ad ress: ��s � Date ailed: �'lZ as Ski cial Instructions: q ZZ LO�" l Date Wanted: �, V Requester: Phone No. alp .. 5 3(�� N Approved per applicable codes. Corrections required prior to approval. ti N of nspector � Date:..���� _ F"� $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. .i j Receipt No.: Date:. f Z �LU UO ND J H DLL LU 9-1 WCY = LU Z = z° LLJ W U� N 13H LU LU �� �O W Z CO O Z C Retain a copy with permi INSPECTION RECORD INSPECTION NO. IT 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6) )31 -3367 Project: WGO -a Type of Inspection: Address: 4 �' Date Called: Special Instructions: Date Wanted: a p.m. Requester: Phone No: nA pproved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: —7: 7— Z Z W WV 00 NO (/) W W l X J .— C#) LL W U. cf) V cy- i.- W z 0 Z F- W W 5 O N -WW (.5 ILL Z C0 O Z INSPECTION RECORD Retain a copy with permit �� INSPECTION NO. PER I Ch CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 )431 -3670 Project: lam? 11 "�- Type of Inspe tion: CP ' ►� � Address: Date Called: Special Instructions: Date Wanted: a.m. P .M. Requester: Phone No: Inspector: " V Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z H Z � W a � JU U Cj) to LU LU �w w� U- U) T O �w Z = H Z O W Lu' U� O� o� Ww H� LL O .. Z W U= O Z INSPECTION RECORD t �UL ( - Z - 1 ( Retain a copy with permi INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Prom Type of Inspection: lnJ d s a. Date Called: Special Instructions: LOT � Date Wanted: Z aP P Requester: Phone No: -- _ Inspector: Date: ~~ r ❑ $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: z '~ W JU UO moo. C0 LLJ J = C0 LL WO 9-1 LL U� T W Z f= O z�- W Uj U� ON o E- W W LL 11 Z 1 U= O z Fl Approved per applicable codes. Fi Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: � I '� �,� _ _ �� W �-U 1 Type of I s e ion: 1 4 1 a Ad Address: t^ Date Called: Sp cial Instructions: Date Wanted: � � (a.m. 2 2 c Requester; Phone No: . Approved per applicable codes. Corrections required prior to approval. COMMENTS: " clona VA ;M 2 2 c r s P �J�PG QiM 0 U'1S10v\ j�L n r > ✓��, �' \-� fna yd's c Inspector: Date: 1 $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: 7 Z '~ W DC � UO Co 0 W= cL o WO LL Q N :3 = �W Z = H !— O W F- W U� O �. o I— = U H� LL LLI co U= O Z j INSPECTION RECORD J Retain a copy with permit o��l E INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr 'e : (2— , C-O (1-10-+ Type of in spectio Address 1 / 4 ' 5 Date Called: D � Special Instructions:,: Loft �i ,, ✓ �� 1 Date Wanted: 2 © a.m. �-� Requester. GW Phone o: — �!U Approved per applicable codes. El Corrections required prionto approval. i COMMENTS: 21 cvk-�- nAt i - 'n d - r 1 . I >i ti Inspector: 1 Date: Z $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectioi Receipt No.: Date: z �Z �W QQ� JU 0 MO co LU J = co u. WO M QQ LLQ = �.. W Z f- W OF �5 U co 0H WW 111 z O z Approved per applicable codes INSPECTION RECORD z 1 Retain a copy with permit ° INSPECTION N0. PERM /C ��%�Jq._� CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: T pe f Inspection: Corrections required prior to approval. COMMENTS: �/(.GCJ� U i C le? , Address: v� S . //2 Date Called: — — 7 — � Special Instructions: Date Wanted: a.m. —o S Reques Ak Ph a No: a t1 o Approved per applicable codes INSPECTION RECORD z 1 Retain a copy with permit ° INSPECTION N0. PERM /C ��%�Jq._� CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: T pe f Inspection: Corrections required prior to approval. COMMENTS: -e r S. S't `-e 0% r IQ Ak 50 Q ICE �2 r ve 1 6,1 4 n� -e. . ev. -P-ev- 1 1 44 r. r l iYV1 ( S--r A v : ! ( C CA - h Dt� r V. PGl '► Y'PA 'P t -o vt P , '� P ` v -t t 'L1J P -P 1r 1 ),A l ! - P 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. l Z '- W OQQC � JU UO CO 0 J = H C0 L WO J u_ Q = a �W Z H HO Z H W �5 U� ON 0 E- W U. — 0 Z W U= O Z INSPECTION RECORD Retain a copy with permit� a , INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: 12J � Typ2_of Inspectiony N-L4 Holt )1 n Address: /6 S Date Called: 61 0 7�� Special Instructions: Date Wanted: l Od / / p.m. Requp Phone No: D Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS. 7, 'P ,l ,-, v c �� v ct -e c InspectoK.` r Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be Paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. i Receipt No.: Date: 3. i i Z W �U 0 CO) J = S2 LL WO 9-J LL U� �. W Z F- I-- O W ~ W U� ON o E- WW �Z LLI U= ~ O�_ Z INSPECTION RECORD- (� j' Retain a copy with permit INSPECTION NO. PE T•NO. _� CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 roe n l/1.J Type Q spection: Wit/ I ress , � / _ Date CalTed: J Special Instructions: Date Wanted: l a.m. p.m Requester: Dh� 1\ A Y P one No: Approved per applicable codes. Correc ions required prior to approval. COMMENTS: O P q 1 Jr � f C. ` c v� 1 1\ A Y c�pkvP P (`t v\ )v C tl a t G C'Q I A miJA\ +v Qrr ov�ut UN �►^t� l �� r 2 CA, 11 T ` CC) C_ a VJ o' re('C, � Inspector: Date: '�_- 16 --D 5 $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: Z Z W Q � W� UO t!1 ❑ J � �LL WO 2 U tN a = W I.- ZFZ ZO �5 U ON ❑ F- WW H (.). u' O L11 Z U= O Z 12 INSPECTION RECORD - INSPECTION N0. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 -rt (206)431 -3670 Project: w�vl,V �Or Type of-1 spect'on: S �Pu- Address: II 11 a. S_ l l0 St Date Called: Special Instructions: Date Wanted: D ^ 0 a.m. p. m. Requester: Phone No: ' ESLApproved per applicable codes. O Corrections required prior to approval. COMMENTS: e t e -P 'p-e V YOJG 44- �- V\ Oo'- $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z Ii.-: '- W J U. UO NQ co W J = LL WO J LL = FW Z 2 I— O W ~ W U� 0 � F- W H UO .Z W co O Z It f I INSPECTION RECORD D Reta in a copy with permit INSPECTION NO. PER O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ^ � 7ej Type of ecti w �a� ; � Ad s : � Sv, , Date Called: Special Instructions: Date Wanted: 0 ,,- a.m. (�� p.m Requester.. EK Approved per applicable codes. F1 Corrections required prior to approval. Vrr CA, , -P-V& 2- 6! W Inspector•. Date: $58.00 REINSPECTION FEE REQUIRED.`Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cat( to sechedu(e reinspectic Receipt No.: Date: z W W� UD w= J H e LL WO J LL CY. = W ? I— I— O z I- �� U� O N, 0H WW LL Z co 111 z Fl Approved per applicable codes. COMMENTS: r SSS I I 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 Project: A� 9 Type of Inspection: .5 s S Address: 6- J/6 Date Called: 11a --� )o s Special Instructions: G ' �' f / Date Wanted: ,. Pm 0 ! :Z r, /(.) (P Requester. Q J /� �✓ Phone No: 9 0 - 33- 11 Corrections required prior to approval. Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. s Receipt No.: Date: Z = Z �W JU UO Co Q J � �u- W LL ?. N = W z �- ZO W U� Cl) O 1— WW �U LL O ltl Z U= O F- Z INSPtCTION RECORD ` Retain a copy with"'permit l INSPECTION NO. PER IT 7 0. 4 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206 31 -3670 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be Paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectio D Approved per applicable codes. M required prior to approval. Receipt No.: Date: Project -� Type of Ins ection: l V t Ad res : Date 61A. blo 5' Special Instructions: Date Wanted: (rn. PM' Requester: i s C. A n w, Phone No: COMMENTS i , 2. r w i s C. A n w, � 1 p,1 4. ) 4! Qe4 P p,C. P -k 10 d c. .9 � K t `- 1 yy tCAe i A 0 A ` r ti -fit- , " 0JCy f' 1 I S Inspecto ; W Date: 4 J Z 3: �~ W UQ W� 0 L WO �Q U� _CY �W Z H F- O W ~ W U� O� o ff W uJ LL -0 L11 CO O F Z INSPECTION RECORD t-- Retain a copy with permit a INSPECTION NO. PER I N . CITY OF TUKWILA BUILDING DIVISION 7 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 i Project: t G [ , �f�J w 1�PCtY Type of Inspect* n Address: Date Called: Special Instructions: Date Wanted a.m. p.m. Requester: Phone No: F] Approved per applicable codes. Corrections required prior to approval. COMMENTS: o` ( : - 1 n in ` -4 r . 6G A -D o< o ",e - D ) t -P/h l P r C V P e Q vwt t A P -Q t 41 I in C y 9 )1 �\ H r ✓' W u U S U �. r" 0(1 v y r 1, 01,UW Inspector: Date: }} !! Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 5� Z ;�— Z �W JU UO Wx �LL W O U. U.Q N = W Z F. Z� UJ W U O - OH WW HC O W Z U= O Z INSPECTION RECORD_ Z75 :] Retain a copy with permit INSPECTION NO. PERM 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: , \ CO U) Type of Inspecti���� Address: L \1 D-- S. \ t o 5-f- Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: -' Phone No: EJ Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,y. !� U l C D rcx` �< O.C. �• V' 51 N (Mr LAJCA U G; r rp Sy s- U c� 7 P c�c -P C. �. � T 0 ,n - 'r \ Y}f'QWN c 6( hn?v� JtSt0 sn A 'q cG��S Xs 7- �S �aGtw` OI ��GC..hwn�n�• 1 � - . itn 1C� � h-P , Y' act 'e W k s4 A, , O ec -t ire D u e lr; ,. Inspector'. Date: - - --0 S E] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ., r „ �i '1"'.:. i+�kr�KGEabP.lS +�21Y4nxik "r.�'Jv Z J=— Z W JU vo W� C0 LL WO LQ �d = W H w� W U� O N o l-- WW H� W Z L11 U2 O Z INSPECTION RECORD ` Retain a copy with permit J INSPECTION NO. PER TjNO. CITY OF TUKWILA BUILDING DIVISION 4611 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 P of cr Type f n: � ATA aInspecti Address: � �'{�q � ca 2 Date Called: � Spe ial Instructions Date wanted: � a rn M. Requester: b Ph a El Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' ) t ` I L� ATA i S- nspector. � Dater LI4o $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: Z W �U UQ to J = N LL W O 9-1 LL a =W Z F.. Z� W W U O N. OH WW F- LL Z 111 U= O Z INSPECTION RECORD A' 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 Inspection: Vv � ~� -5IV El Approved per applicable codes. Corrections required prior to approval. C M S 4= Q " ` 1 ` cam- vv1,4L -) Qi1 ) UJ r t X: t I Inspector: CS:-` , Iuate: 1 f $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: mom z H W IX � UO N C0 LLI W = 52 LL WO L_ cod = W H ?H ZO �5 U� 0H WW H� LL O •z W U= O z Address Date Called: � U Special Instructions: � j y ° - Date Wanted: 1 a.m. p.m. Requester: Phone No: El Approved per applicable codes. Corrections required prior to approval. C M S 4= Q " ` 1 ` cam- vv1,4L -) Qi1 ) UJ r t X: t I Inspector: CS:-` , Iuate: 1 f $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: mom z H W IX � UO N C0 LLI W = 52 LL WO L_ cod = W H ?H ZO �5 U� 0H WW H� LL O •z W U= O z {NSPECT{ON RECORD • _� iP Retain a copy with permit INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr jec • t h Type of MIt n : // ��'�� ! l J� J 1 p 'l Address- 2 ( \��j/ Date Called: b . a. vu\ u d Special Instructions: Date Wanted: � 1 R 1 S 4 4� S - Requester: 1 6 'T e ev+�� r OTC - 1i ne N E] Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ir - - ro,.r• ruv�'� VA 4, l 1 C C V n �l P G GI i V\ CL -P V\ r �e ', v 'eY . . a. vu\ u d d -P I r i � I r-- 0r 1 S 4 4� S - -� r 0 v� `' Yu y♦� 6 'T e ev+�� r OTC - -CA to ( (OWO I A? . n n LAAS 4 ' ( 0,. - 0 1 fA 1A - c c vo l ate 04-e 1 -o u % P P Y' 5 C a�V- , ,e ! I Wt e 4 4-e �1. 56661n a ai 01-U Y 1 1 P I kSL n 1 i,1 Inspector.' Date: /.1. I r $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: V-- Z ~ W UO W= Lo LL WO 2�: J LL N = W _ Z F. I-- O W F— W U� O WW H LL Z co O h' Z INSPECTION RECORD Retain a copy with permit _ INSPECTION NO. PE M V41 CITY OF TUKWILA BUILDING DIVISION ,- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20670 roje t Type of Inspection: P �s: � � ate C Iled: " cial Instructions: t Date Wanted: rn. Requester: l v vo i A I'al < I A— �- C ro C ' , < S Prhh No: i Approved per applicable codes. Corrections required prior to approval. COMMENTS: Vx0 L/ Y -e r l v vo i A I'al < I A— �- C ro C ' , < S - k� o K r +k I � 1A. r) 4 V\ O W✓% Cil(l o c ispector: < Date: 11 $47.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. L KeCelpt [NO.: (Udie. I 1 Z �Z �W QQ� JU UO O J Ill DU- WO J LL N = W H ZO W U O- O !✓ WW H U. F- O W Z co Z '2 INSPECTION RECORD Retain a co py with permit INSPECTION N0. PE CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 06)431 -3670 P oject: • Type of : t Address: S s Date Called: Special Instructions: Date Wanted: r r � - P , Requester: he 0 F] Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' 1 r r � - P nspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. teceipt No.: Date: -W . >'1,. `}JO. .V.f •h•. :1.kLiS'�- • +tr�.u.....x�t_ rv.o.1 �I Z W J U. 00 W� S2 LL w LL Q Cj) = W H Z F.. I— O W �5 U� ON OH WW HL) U LLI U= O Z INSPECTION RECORD Retain a copy with permit boil ' 2 INSPECTION NO. PE TN CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project•} w t W Lcdr Type of Ins ection: r V k Address: jj Date Called: Special Instructions: Date Wanted: a.m. S i sA e r , VrIf _ — 2 - 05 ti Requeste r t>U L'�' ,4 ,,- -P / Phone No: ' le- op (4-e - 362 Fl Approved per applicable codes. El Corrections required prior to approval. COMMENTS: a 1 C C4 CA N S i sA e r , VrIf o ti u V1\ ('1 ✓41 a >n L'�' ,4 d {� 2d &V'\ A -P / C' ' le- op (4-e e r > 1 Inspector: r Date: I), $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z ~ W _3 L) UO J TLL WO LL co = W H Z� I— O Z H W W U� ON o f- WW W Z L1l co o� Z INSPECTION RECORD Retain a copy with perm U INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (Z06)431-3670 Project: Type f Inspection: [ -� Ad ress: (�-- f Date Calle : Special Instructions: Date Wanted: a. m. Requester* l -.LL Phon-No• Approved per applicable codes Al a r k2:; Corrections required prior to approval. mspectpr: uate: / S $47.0 SPECTION FEE REQ IRED. Prio o inspection, fee must be paid 300 Southcenter Blvd., Suite 100. all to schedule reinspection. Receipt No.: Date: -7 z �Z '~ W �U 00 y0 W_ Cl) LL WO 9 - LL co) = W E- 2 Z F- Z0 W U O N O F_ WW LL 111 z U= O z V INSPECTION RECORD Retain a copy with permit - D04- 21 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 63b0 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. Corrections required prior to approval. Project:'W C Type of Inspection: .5eWer drani Address: Date Called: 1-3 Special Instructions: Date Wanted: 'rr" 114 5 p.m. Requester: P 1161 , - Y0 Phone No: 7-06 - - 7 6 15- 36Z COMMENTS: A It �dr's eve- - � -IMA OAALAJ ua-Al - lzb " 'V k./ L/ C AA 1,,,, 1 Aj C-1 k (B' TAA4 CQN-AK-t C"AA--"elk-t� d �` e C70 % IL� .Ajz - t Inspector: \j Date: F $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: e: z JU 00 (J) 0 Cl) W LU X I.— S2 U. -J UJ 0 L -j Cl) W Z 0 �- LLI Uj 5- 0 Cl) 0 a � W W X L ) F- F- LL 0 Z Ill C0 O F-, Z i INSPECTION RECORD D L f Retain a copy with permit `T INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: C'or)stru� G fion Type of Inspection: Address:,_,, � � � Date Called: Special Instructions: L0+ 9 m. Date Wanted:, h P.M. -- V m. Requester:. Phone No: Approved per applicable codes rhmMFMTG r F1 Corrections required prior to approval. Inspector: � �J.,.� i Date: ' $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: I Z F- Z �W QQ � JU UO N Cl) W W= J �.. S2 U. WO L_ N = W ZO LLJ W U� co O E- WW 111 Z U =. Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER N . r CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 j y /19 �k , ) �-1 i Ij Aa I I I Approved per applicable codes. � Corrections required prior to approval. COMMENTS: i 1, l inspector:" - 6 d — y $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: i Pro'ec Type of Ins ction: A d es Date Called: Spe ial Instructions: Date Wanted: ;m. m R PM N Gv'� n la - �JU� ✓' �� r Svrv�� � Y 1 � ` ► v� . r �• ti�� eq nester Pon N: Gv'� n la - �JU� ✓' �� r Svrv�� � Y 1 � ` ► v� . r �• ti�� Z LL W W UQ W� W0 9-j = �W ?H Z O W U� co OH WW W Z U= o'' z N w Feb 09 2005 1:53PM HP LASERJET FAX p.2 Structural Design Associates 2210 Hewitt Ave, Suite 401 Everett, WA 96201 Phone; 425- 339-0293 Fax: 425- 252 -0916 December 8, 2004 JWS Des�n Associates 8924 121 Ave SE Nestle, WA 98056 Subject: Building Official Inspection Comments SDA Ref. # 2209 To whiom this may concern: At the request of John, with JWS Design Associates, this office reviewed die subject pmjed to answer building inspector cornments. 1.- The Simpson H1 connection is adequate on the scissor truss if the bottom chord of the truss has direct bearing on the top plate of the wall. 2 (2) 2x6 may be used to rephwe a single 3x6 for panel edges and the sil plate, as long as they are nailed together with the panel edge nailing as shown on the shearwafl schedule. 3. The full strap rarity Is not required. At least (14) 16d common nails are required into the beam (see attached calculation. 4. A single V44nch diameter bolt is inadequate to connect the Simpson GLB5A to the 65c10 beam. A Simpson MST27 strap with (2) 34 - inch diameter Hilt! Kwik bolts (or equivalent) with 3 34-inch concrete embedment and (12) 16d na1a are required. Please contact this office if you have any questions ponceming" fetter Very truly yours, 'Chris Covington, P.E. 406 0 L kl - )LI \ RECEIVED FEB 10 2005 BUILDING DEPARTMENT Z•d E9E9LZ292t+ uosdw1S •M uor e26:01 SO 60 qaj z �Z �w QQ JU U Cl) CO w J � CO W w J wj N z� �O z E- 25 U O N 0 F- w U . z .. w U= O~ z Feb 09 2005 1:53PM HP LASERJET FA p.3 v I IF .a� wr-wW r/ .- w w %V ..P:- . N1S 1 .. 3 td-"L� 1 b 4- 73 w10 � gWW", b S3 h0LoX > > IFpL W W W 47 ca 07 q Wf9 AA W a a MIT 2,"7 W / (.2). 1 / V qp H lum k w 1 K. e:0Q1-3'� 1�/ 3 /Z" LON C. s A � Lmi C (b p-i WA--V (, RECEIVED C Z. + 1. vwl 0 Kw s Gov- )-\ FEB 10 2005 BUILDING DEPARTMENT EgE9LZZSZb uosdwtS •M uor eae:ol SO 60 qaA .. 4� z ;} Z aw 00 0 w Lu �LL w G u (A d = W z W 25 U O� OH W u- 0 w z L) O z y 1 Sbucbjml Design Associates. 221 o Howiff Ave, Suil a 401 Eval tit, WA 98201 Phone- Ram 425 -252 -0916 January 21, 2005 51 5 Ave E -Terry , X448 Bepevue, WA 98004 Subject Sill Plate Connection , To whorn Oft may concern: Al the request of Terry with Baypoird Corporation, this office neviewad the Subject correction a single 2x added above the 3x sill plate, as shown on the approved set of drawings. The sill plate must be connected to the foundation per the shearwal schedule, and the piywgod sheathing must extent from the bottom of the shei nNO to the bottom of the 3x sill plane. The 2x plate must be nailed to the 3x sill plate with 16d spwed at 164nehes orr center. - Pl�oontt this otRoe if you have any questions concerning this leper. Chris Cotirlaldn. RE: 000 0 ) A-- :1-� � E9E9LZZSZb FEE 10 2005 bE ARM' W uosdwiS •M uo e3e :01 SO So qaj z '~ w JU 00 CO U) LLJ J = H CO L w U. �D = �w z� �O z F- w w U O � o � ww F- u. ~O: ..z w U CO O z tocf+triES 1 Dec 09 2004 3:03PM HP LRS ERJET FA X Structurat Design Associates 2210 Hewitt Ave, Suite 401 Evieralt, WA 982Q1 Phone: 425- 3394)293 Fax: 425 - 252 -0916 December 8, 2004 JWS Des�n Associates 8824 121 Ave SE Newcastle. WA 98056 Sub jdw : Ffoldown A temate SDA Ref. # 2209 To whom this may oorsxn� At the request of John, with JWS Design Associates, this aff`ioe revWmed an aitemate hoidown for the upper level &Wt sheerweps. A S"inrpson MST37 may be used to rephm the Simpson HDSA shown on the Set of drawincs. P" this office if you have any questions concerrring this letter. Chris C&b9ton, P.E. P. RECEIVED FEB — 4 ?.005 DEPARTMENT z = F' '~ W UO wo J H cf)U- 0 J U. cf)a �w z �-- O z i-- w U� O� D I- wW U. O z w U =. O E- z T�blj- 2-e)S - Doq - 2-t l� -c�.r n7e r7 a rl�e 9� 47 i z w w D _3o ui U. w U - U) d =w Wo �. U 0. O � �H wW H u. O .z CO) O Z JWS Design, Inc _ _ _ _ Residential De sign 8924 121 Avenue SE Jon W. Simpson Newcastle, WA 98056 Residentia/Designer Office (425) 226 -5750 Fax (425) 227 -6363 February 24, 2005 Re: 1670 plan field comments Per discussion w/ Contractor the following are in response to questions/comments of or by the City of Tukwila Building Inspector. 1.) Top plate splice nailing pattern per callout on sheet A5: (2) rows of 16d nails at 6" o.c., equally distributed on both sides of splice. (21) 16d nails minimum. Nailing to occur to 24" minimum each way from splice. 2.) 4x12 beam above entry alcove to have (1) Simpson ST6236 strap from side of beam to top plates of wall, each end of beam. Strap to be installed so that center of strap is at beam end location. (1 /2.of beam, '/Z on wall plates) 3.) 4x12 beam above entry alcove to have a minimum of (2) 2x bearing studs below each end. Please contact our office if you have any questions regarding these comment response items Doti - z1 k RE EIVED FED 2 8 ?005 DEPARTMENT NT z ;X Z �W Q 2 JD UQ N W = CO u_ W O U . co a �_ Z f... i-- O w ~ W D° . 0 — F- WW 3:0 H u= O. LLI z N H H O z JWS Desien, Inc Residential Design 8924 121 Avenue SE Jon W. Simpson Newcastle, WA 98056 Residentia /Designer Office (425) 226 -5750 Fax (425) 227 -6363 February 24, 2005 Re: 1670 plan field comments Per discussion w/ Contractor the following are in response to questions /comments. of or by the City of Tukwila Building Inspector. 1.) Top plate splice nailing pattern per callout on sheet A5: (2) rows of l6d nails at 6" o.c., equally distributed on both sides of splice. (21) 16d nails minimum. Nailing to occur to 24" minimum each way from splice. 2.) 4x12 beam above entry alcove to have (1) Simpson ST6236 strap from side of beam to top plates of wall, each end of beam. Strap to be installed so that center of strap is at beam end location. (1/2 of beam, %z on wall plates) 3.) 4x12 beam above entry alcove to have a minimum of (2) 2x bearing studs below each end. Please contact our office if you have any questions regarding these comment response items Doti - z � RECEIVED FEB 2 8 2005 BUILDING DEPARTMENT Z H '~ W iY 2 D 00 Co 13 w W C0 U- wO u - cf) = i ... w Z 1- W U� O N o F- wW u. 0 ul Z CO O Z ..c _. a:. a�t�::. �.- i..^ cC. r�. a. 4: z':^ �: n:., c2" cm_.: r. �' �:' �:-:::.._ d_..,_,.,..:_:' .:;,.•c ... .:.. ....:.....,...... :.- .....,; »:: ,.,, .:. �_. W ara NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE.IT IS DUE TO THE QUALITY OF THE DOCUMENT. v ow • woo ft 00 P 0 0 N Structural Design Associates North Star Building 2210 Hewitt Avenue, Suite 401 Everett, Washington, 98201 Phone: (425) 339 -0293 Fax: (425) 252 -0916 Me cmrf STRUCTURAL CALCULATION LATERAL ONLY SDA #2209 JWS DESIGN HILLMAN MEADOWS LOT 9 TUKWILA, WA 05/27/2004 REVIEWED FOR CODE COMPLIANCE 5p z 3 2004 r�i�j+ �Jf V ' - iA BUILDIN DIVISION C:P� OF TI IKWII A JUN 2 2 2004 PERMIT CENTER Doy -zll l z I F�' '~ w oC 2 D U O Co to W J = NLL w O �a-j u. (Oa =w �_ zF- �- o W �- U� ON C3 F. = U H� u. O .z W U= O z ., i.: .� : .>;r. .'_42a::rt.: ��'rt;w;ISU.i. < uy)S..n W �:ti:Wiw. r Mriie'+.:tu�.v2wC��L »�nL x:la3.:1' '}SWt(ti' 7 ,Wi?..1dt+�.i' ' Ya+. 7.�::a.r+nr� �s«.'..�l.1uFa:vii..e%. »ni;.•. EXPIRES 1/3/ Ub F, Irttr.lurnl Ucsign Assucittic:s lot) // Not III Still L.luildittg 2211! Ilewd( Ave., Suile'101 lUcsilh _G C_• Ivetcll, WA. 98201 (125) 339 -0293 j %—QJ 1-C'1_ E- LD ES I L-nN1 k,UC I U K 1/.I I LA LVUL c tu , rgI Z►A It)tJ'1 Uni['ornt 1:3ui.IdirP C'vilc� I)ttilclittp cvtles ........................ If - 1 T`/ 0 7 TV K W I LA 1.luildinp I7eparltnettl ............ ..... Scistttic Zone .......................... 11.3 Wind Z one ............................. 130 ntl�li I3x1)osiue G �. :;.0 I l _S CIUTEI .`;oils cortsullattl ....................... It elaot 1 It .. ............................... Ue,trilig Pressure .................:.: JUl)Ultst(assiiUted) t3earing UcpUts ................:.... Iii" 1lelovV l�itiishad Orade Ol (tct• ......................... . ...... . 1AN11J LURULIA Conctele (28 Day Slren1;111) Foundations & siltb on pr<ttic..... I c = 25001is1 S(tuctw•al Still) ..................... 250011st Willis .......................... . ..... 1'c — 7.5()U1asi C (11tU1111S ........... ......... . ...... 011ter ...................:........... lteiuli)rciltg Steel — A81'M A-615 Orade GO Oracle 40 (Field (relit tutu all -welded lteitilbrcetlicatl) Mttsuttry (I-lvllvw Colic. Units - Orttth N) r111 1501)l ±sl Solid Orouled Inspected? Yes No Sitnctutal Steel Astiu A- Gksi Cunatectors ASTM A -36 �1'y = - 3 Weld Electrodes 13 Ins = 21ksl Wood Sawn tutlbei grades Joists.., ... 6........ l3ealtlS�,.,,,,:�:... , [lusts; .............. Olu -Imil lumber ptade t; vtilbhla(iolt (24 1744 si.rttltie ;taut cQc (241 - V8) liar canli level S dr coial.ititioits Im-MoB Plywood prude and /ur indt;x .......AI'A Rated hoof 15132 cdx — .I'1 - 24/0 Floor: 3 1 '1',&0 ctLti._ t'I u s.• is i I z — Z '~ w it vo Cl) CO LLJ_ � WO LLa ca = 1... W z 2 Zo 25 UO O CO WW �U �Z CO O z 9 Stt'! duraf Dcslgtt A`isoc North Star 13uildiog,, > J_ t 0 I: Icvvit(. /eve., �ir.rilc X10 t I_:vcrel(, WA. 98201. ( 339 -0293 WAVING ClUTE'10A FOR FLOOR t-),wc 5 / 21 0 /bz4- C.. G C lclll -- - - -- ._• M cticri7l L ,ua cl h — - -- F luor Covering C arpet mid I'c>d - - -- .:I.0 flour ,s'ltclldihig - - - -- 3/4 I &O C;DX 2. -- t'I;CI.!Il'CS — Meclt., .I. fc; c;l., - + - -• -- ---- — - t)7 . I't'fittllfi�, ' Joists I:l c;c1 I.s Live Loads Residential — 4Of (redo-vible) J 01rice - SOhs.l.` (redt�.cibl�) Curi and i 3x it b'V(tc�rc; alf�vvocl, li��c Ivucf i�� ��ccl!Icc;cf b� U,U�' /o i�a.t sc(tis�R�c .Ivc.►l fur ctl�c:tcs . gi ditui 150sl lu ti fmaxkilUln todUctioli. Ur40% )c Illuillbas kece:i.vilig load I :roni title✓ lo v " o only al . l d. 60 %..Lu1` blliel' .111�11.1bc:l s. 150 ) 1 z �Z '~ w Q � Q 2 JU UO N co w J = 1- �LL w 9 -1 W Na = W H O w ~ W UO co 0—. 0 h-. W �U LL O. •• z w U— CO z 't (I Desip Assucia(cs # Norlh Star Buildhig -lowitt Ave, suile '10 C-/. C— 22101 1 E. verett WA 98201 (425) 339-0293 LQAVING ClUTERIA FOR ROOF ANDIOn CLULING KNI.ai(i Roof Area U Callopy oi- M."1113rard Rool l-J Ccijiilg Oilly 1 0(her Will .................. 1.5 3.0 2. 8) - - - -- 2, t Shc �mg oLj _15/1• C.DX 061h) R38 5/8 GWB F i.XtUI —.MCCII- F t•a t)tit a KISS 'VOIALOU AJD I-JOAD 1- Live Loads XSnow Load — 25 IJ Ceiling Only 101)s1' I itIF 6 and .Uv of' 1 5% Billowed 1, (ILIN06011. 01101.0 0 r. m z ui 00� to D CO Lu ui X F- U. w 0 LL cf) CY, UJ 0 z �— LU Uj 5, CO) 0 — 0 1-- uj uj* m (.) F- — 0 Lii z cr) b F- z u: in `.SW __....{- EW f51> I DIENC F- u I r.l `7-v 4vi1 l_ Ar f W- I =p Gt LfF-s IF-2 or- ,4- , 4-- S) 9 2� = � Z ((Q , "L� = I Z- 4-'- 5 AM I Z r 5 F f 'Y- S I DiF, f f A = 1 d ,, 4- F3 - z , 3 C _ lot 4- . _ Z , 4 - - T�►- � �.�. 1 t�'I;�,� C > s t 0cv zv ) �= - z o �- C C)9+ 5d- 1 Ogz+Zcp-1. -S 4-iD = 3 - i TO Sx 'i Cl z, S 4 - 7?,► '5C z S 4 - z (' � 1 e1 r#- a I + �ruR,'� •>=�2orvy �.�> `�3�{� �� � -3,Z5( 2��3 I a � 4- � � S�-1� �'- (QIS 4 -IZI� E 4-1 �� `� C I o 14, z I I Ilk � � C.� 2 S ID5 DqZ) T N,o r' Aarfr'P Y r - rl-4-A S FR-I� 9C-7r" - 7 - 02 y 1. Z s n S I-,/ Iz- S w, S i �� I �3e.. 4ZIt S, �,2 IBC_ I C t 1 S I T1E <L LA D ( Pr r v fz = G S 1 1 - 3 C._. TA-B z �z �w 00 CO w w = CO U- w L_ �CY = w Wo 2� U0 co o�- W H U w0 ui CO 1= � O z MCE Parameters - Conterminous 48 States Zip Code - 98188 Data are based or Period SA (sec) ( %g) 0.2 1 33.7 1.0 046.0 Central Latitude = 47.447736 Central Lonqitude = - 122.273462 i the 0.10 deg grid set Man Value. Soil Factnr of 1 n Map Value, Soil Factor of 1.0 1, /Ii z W UO CO) W= J � W LL !L Q �W Z = H I- O z F- W W U o. O CO) � F- W W Z — O. Z'. L11 CO O z i �.. U y. �, 2 � • S`� � , I l W - els tom'% /.}. :. / I C) o_ _ x,4-1 I 1 A cc �3e 4-- roC = 5 4-S Z_Nf- ( 3 Cr G'C - Z3C, CrLD Vn 4 I Ayp �`tV "i 4C�ti w C., J — 1 . 5 ' (' (o (V ))776-6066 = "5 -0 VV A77::- 9088 Zo Z 1�CAL >� �(�, Z 4 . Zip 31 C� �. 3 c- �C - 71 ; o Z. .:: 4.:; t::.; _�.:::i.v�s:c�.: »:�.�:r�:.�e. — ........,o.ww .�'`�.. °'fi .k•t�')•.`4r�r:'it1' .!�v.'t; _', �• >.�,e•:: ,... %:.�?��� '� `s�'i� w .i'�'k`Ty t z }�- Z �w 1 0 U) D w� 2 �. 9 -1 U .F d =w W° w U 0- 0 E- w LL O .z w U= o z 4 Vn 4 I Ayp �`tV "i 4C�ti w C., J — 1 . 5 ' (' (o (V ))776-6066 = "5 -0 VV A77::- 9088 Zo Z 1�CAL >� �(�, Z 4 . Zip 31 C� �. 3 c- �C - 71 ; o Z. .:: 4.:; t::.; _�.:::i.v�s:c�.: »:�.�:r�:.�e. — ........,o.ww .�'`�.. °'fi .k•t�')•.`4r�r:'it1' .!�v.'t; _', �• >.�,e•:: ,... %:.�?��� '� `s�'i� w .i'�'k`Ty t z }�- Z �w 1 0 U) D w� 2 �. 9 -1 U .F d =w W° w U 0- 0 E- w LL O .z w U= o z �v P f /V-z_ D4 -. -- pgg 4 q.c P Cit z �' �) i 5 A � G PUF i Pv jr-"reTUE ". � c t425 31 I� i 1 1(�� US I F- M-5 3 � L z3 tD tC71 1 I Z vs I I up p C2� 5 c C s I 2C35 ;7 i I l 3 oc ` �s z LL r Z �w UO Co 0 CO �LL wo LLa �D = ~ w z E-- O z I— WW U� o� w w Lo w z U O z tu IV X 0 vo •1 raacti t . f r . 4 c , I v, r a f'1 I R Ar 0. E- 0 \4 EAK - c l — RN I P. :.,eS [( 2 5'Y I - EX4-) + 4- -- - 3 ---? d, A- C-T:: 4, 3D 1 HD 14-A- 1 13 C- 2- *S D(r, , 4-, 1 Ar = AoeR2 t 3 1 PCB CZ ) 4-<,> (D.82)CO. = 7 — USE C T (D US F— D\/EKTUKNjf\jC---o C M z (0, X 1 Fv-t,—ln c)j\- 21 z Z ul 6 2 D Zj 0 00 CO 0 co W, W 7: -J �- S2 u. W L co D W z 0 z H- LLI U j 5 co 0 .131-- W L u 1:0 LL 0 z co 0 z !•f Ifl 4! • fJ n• r ! i GI z (3,63 CON(-, z V tai (2-7!EE> .y #' S ( * 3 - n 6r—� ,\ o ►3� �- ¢-'°'� Z 1 C z z �w 2 D UO 0 w LL w 9 0 L� cl)d =w �_ ? �- Zo w U a cf) o� wW �o ..z w U= O H z Title : Job # DagAr: Date: 4:17PM, 26 MAY 04 Description Scope: rcev: ;)Wiw Page 2 User : KW-0803109, 5.8.1,25•Od -2002 General Footing Analysis & Design g (W983.2002 ENERCALC Enaltwdna Softafe Description Soil Preaaure Summary Service Load Soil Pressures Left Right Top Bottom DL + LL 275.29 275.29 275.29 275.29 psf DL + LL + ST 275.29 275.29 1,045.30 0.00 psf Factored Load Soil Pressures ACI Eq. 9 -1 392.91 392.91 392.91 392.91 psf ACI Eq. 9 -2 385.40 385.40 1,463.42 0.00 psf ACI Eq. 9 -3 225.23 22 85 5.23 0.00 psf ACI Factors (per ACI, applied internally to entered loads) ACI 9-1 & 9 -2 DL 1.400 ACI 9 -2 Group Factor 0.750 UBC 1921.2.7 1.4" Factor 1.400 ACI 9 -1 & 9 -2 LL 1.700 ACI 9 -3 Dead Load Factor 0.900 UBC 1921.2.7 "0.9" Factor 0.900 ACI 9 -1 & 9 -2 ST 1.700 ACI 9 -3 Short Term Factor 1.300 ....seismic = ST' : 1.100 Z Z � W QQ� JU UQ W� CO W w O Ua (� S Cf l .. W Z� l— O Z H. LU5 U� O N_ 0 1—, W LU H u. O .. Z w U= O~ Z Title : Dsgnr: Description Scope : [ Rov: 560100 User: KW.0603169 Ver 5.6.1, 25-W-2002 General Footing Analysis & Design (c)1983.2002 ENERCALC Engineering Software Description Job # 4 5 Ar Date: 4:17PM, 26 MAY 04 Page 1 General Information Calculations are designed to ACI 318-96 and 1997 UIBC Requirements M Short Term Increase 1.330 Width along X - X Axis 6.000 ft Seismic Zone 3 Length along Y -Y Axis 5:500 ft 0.000 in 21.412 in Footing Thickness 18.00 in Live &Short Term Combined Col Dim. Along X -X Axis 21.50 in rc 2,500.0 psi Col Dim. Along Y -Y Axis 8.00 in Fy - 60,000.0 psi Base Pedestal Height 0.000 in Concrete Weight 145.00 pcf e Min Steel /e 0.0014 Overburden Weight 0.00 psf Rebar Center To Edge Distance 3.50 in Loads Applied Vertical Load... Dead Load 1.081 k ...ecc along X -X Axis 0.000 in Live Load 0.826 k ...ecc along Y -Y Axis 0.000 in Short Term Load k Applied Moments... Dead Load Live Load Short Term Applied Shears... Dead Load Live Load Short Term 6.00ft x 5.50ft Footing, Max Soil Pressure Allowable "X' Ecc, of Resultant "Y' Ecc, of Resultant X -X Min. Stability Ratio Y -Y Min. Stability Ratio Shear Forces Two -Way Shear One -Way Shears... Vu @ Left Vu @ Right Vu @ Top Vu @ Bottom Moments Mu @ Left Mu @ Right Mu @ Top Mu @ Bottom Creates Rotation about Y -Y Axis (pressures @ left & right) k -ft k -ft k -ft Creates Rotation about Y -Y Axis (pressures @ left & right) Creates Rotation about X -X Axis (pressures @ top & bot) k -ft k -ft 16.210 k -ft Creates Rotation about X -X Axis (pressures @ top & bot) k k w l L (_ 4t4_vw k k Caution: Y(short)ecc >Widt 18.Oin Thick, w/ Column Support 21.50 x 8.00in x O.Oin high DL +LL DL +LL +ST 275.3 1,045.3 psf 2,000.0 2,660.0 psf 0.000 in 0.000 in 0.000 in 21.412 in 1.541 1.500 :1 No O verturning ACI ACI 9-2 1.41 psi 2.11 psi 0.37 psi 0.37 psi 0.55 psi 0.55 psi ACI 9 -1 0.20 k -ft 0.20 k -ft 0.26 k -ft 0.26 k -ft 0.33 psi 0.33 psi 5.96 psi -2.11 psi ACI 9 -2 0.18k-ft 0.18 k -ft 2.26 k -ft -0.89 k -ft Actual Allowable Max Mu 2.264 k -ft per It Required Steel Area 0.244 1n2 per ft Shear Stresses.... Vu Vn " Phi 1 -Way 5.962 85.000 psi 2 -Way 2.106 170.000 psi 9 - 3 Vn " Phi 0.95 psi 170.00 psi 0.10 psi 0.10 psi 3.36 psi -1.36 psi ACI 9 -3 0.07 k -ft 0.07 k.-ft 1.27 k -ft -0.57 k -ft 85.00 psi 85.00 psi 85.00 psi 85.00 psi Ru / Phi 1.0 psi 1.0 psi 12.0 psi 4.7 psi As Req'd 0.24 In2 per ft 0.24 in2 per It 0.24 In2 per ft -0.24 In2 per ft z �_- z �W QQ� JU (3 0 (D ° W = NU. WO LQ to �. = F- W Z F- E- I_ O z H W W v ON ° 1- WW I H LL F- U= O z L07 - lvq %V o" 1 XSE lit NO Il0I N NO3 AMII� IOMJ �Jlmol rrAA l —S 33S W (al3Ld 13NVd) V' 3*0 „Z WEL ONV (3903 l3NVd) '0'0 .90PB /M 30021 m0018 Nbld 213d NN00 N39031/S5n211 Wd 213d 831M/=41 ants d3 ® sirvN P9L (£) /M 2130.031 9xZ L '0'0 0 -0 „9 0 P9 A 2130031 01' :)MHWHS' l VN s "NYId aid T1VMUv3HS NVId 213d WV38 (d)a) 31n03HOS llVMmOs 213d NOUO3NNOO ONV 31V-d NOILO8 NYId 83d T1VM8V3HS UMN30- JA H36 — 03AI3038 goat Fa t `t lbw Ci�IN 2� N� waoo311A" ., IJ 7"._hCG c, d 3 O O N O O Ln r to 3 Mr v r m . M. x _ NOTICE: IF THE DOCUMENT IN THIS FRAME I THE DOCUMENT. N THIS NOTICE IT IS DUE TO THE QUALITY O F t 11 " ya do_],_ ei d2pp r � s { 1 L#D10 parlsD�,� , + F -ZJj 1 qj!m palll_r 910H 1 O 1 9* la aurni u �.; Wrhi P&ul - 7 u l �K'JY Sa s�piS CC> 'ti L ,1L , t C f4 N3AW NIW ,O - t &DOI l - dl4 * ?0& ulalp PailSDM «r /1 1 P&W atDH ,fX rX.f Ullll O t NOUVA313 80013 03HSINIJ NVHt 233MO1 1333 5'£ = 13 ANI uruf .'1C0•Z =ac(o�S S Oy P 1- SJ N M 31 NV'7d M Dlj SNIVYG OWL 00-4 t - / 3SnOH i NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS OF THE CLEAR THAN THIS NOTICE IT IS DUE TO THE QU ALITY J -13 NOTICE: IF THE DOCUMENT IN THIS FRAME OF THE DOCUMENT. is LESS N THIS NOTICE IT IS DUE TO THE QUALITY ra f Return to: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Above this line reserved for Recorder's use DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Grantor /Borrower: 4 11 g kv av ' S 3 2 9 0 LO 2'" ' 1 P� to tAA4 ash Grantee /Beneficiary: CITY OF TUKWILA, a Washington municipal corporation Document Reference Number(s): 'D - Q) I Section/Township /Range: 10 �2 y Assessor's Tax Parcel Number(s): 3 3 Ll 7 00 V U Property Address: 4 12.Z - 2 , 5 / / 6 -& Property Legal Description (abbreviated): -- ' irGrc°`rS DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Form approved 2003 Page / of ? z z �w JU UO Co CO Nw w L L CO D = F- w z F-' �O Z w �o U CO) off w �P u. 0. w z U= O z U Kr The Grantor, aa' P /ii uL , conveys, warrants, and dedicates to the CITY OF TUKWILA, a Washington municipal corporation, the .J following described public water /sanitary sewer /storm water utility improvements: APPROXIMATELY: � 31y g.e}er W\,z �tr R L))'!� ENGINEERING COSTS: $ t o o CONSTRUCTION COSTS: $ l TOTAL: $ C� DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Form approved 2003 Page of z w UO Cj) 0. W= J F. �LL W O J U- Q N = W H- Z� F— O Z F— W W U� O CO), OH WW �U UO Z. w L) OH Z N 1 situated in King County, State of Washington. DATED this day of Auril , 2005. GRANTOF (print name) (title) STATE OF WASHINGTON ) ss. COUNTY OF KING ) On this FA day of 200 S, before me personally appeared Jef-Frev L . Rieeer _ to me known to be' the Alember of fdmoYJ Plat /L IL , a Washington corporation, that executed the within and foregoing instrument and acknowledged the said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute and in fact executed said instrument on behalf of the corporation. Given under my hand and official seal this & day of April , 20o �Z, �. /��� -`A �p��, Type /Print Name Al rce A • �2GZc y E F Q...•�SSiorvF4;.. , •� ' U \OTARJ- N : . �i /PUBL\G ;' 2 o F`WAS\ - N Notary Public in and for the State of Washington residing at Renton My Commission expires 6- IL-03' DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Form approved 2003 Page 3 of q _ ' :f.. y: {.i :)�...}S::. w::M• v�.: N:;.: 4.'.- 1:' a. �} i (i�Y:ftii:b.Jati.`nft'�'r }bps U.�.✓' Jn.Gs++diJYrbwG�i N:b'.vy�yisfr:vLw.r ' `Jw'?�/ >eamn:w. e•siM:S` - ' .thy. "+tea ww .rtw+Yv:w.�e:.tlx,s� ' rati..ari7�FlM:I.: �Md. Z 1 z '~ w JU UO UO J = I-- TLL WO 2 LLQ CO CY = �w Z 1-0 Z F- 2� U� C0 o� wW U O w z U CO z FA DEPARTMENTAL APPROVAL: d .".� 37 es F. Morrow, Public Works Director RECEIVED FOR FILING: Jine Cantu, City Clerk 4e ACCEPTED AND APPROVED for the City of Tukwila this a?9 day of 200 CITY OF TUKWILA B iam teven M. Mullet, Mayor i DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Form approved 2003 Page q of q z }= Z �W Q � J U. UO N W = H N LL W O �Q N� _ CY �w z Zo W �o o (J'`. o E- . =W U u' O ui z U= O z Return to: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Above this line reserved for Recorder's use DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Grantor /Borrower: 9 ,5 �r 329 MCO 2'^ ' 1 4 MA I F& ss!" Grantee /Beneficiary: CITY OF TUKWILA, a Washington municipal corporation Document Reference Number(s): Section/Township /Range: L /C? 6 ;23 Assessor's Tax Parcel Number(s): 3 /-/ -le- .0 u y U Property Address: �/ Z Z 2 5 / / 6 -'-' S� Property Legal Description (abbreviated): 7 DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Form approved 2003 Page of z co W �U U O. UU .J = H N U. w 2 �. 9-1 U. CO = w z � �O z F- W U 0 c o t-- LU LU �U �- 0 .z w U N F- F=- O z .j' The Grantor, ' a C 5 p l` I'LL , conveys, warrants, and dedicates to the CITY OF TUKWILA, a Washington municipal corporation, the following described public water /sanitary sewer /storm water utility improvements: APPROXIMATELY: � o f vi c:e. 11 -,P- z 1 � � JU U Cl) W= J U., w 0 w U . C �. = a. �w F- 0 z f-. W 5: oN o I~ w H U �O li! z U =. O z ENGINEERING COSTS: $ t CONSTRUCTION COSTS: $ .,- TOTAL: $ C7 DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Form approved 2003 Em of situated in King County, State of Washington. DATED this day of A,uvil , 200-5. GRANTOF (title) STATE OF WASHINGTON COUNTY OF KING ) ss. On this ?M day of Aard , 200 5, before me personally appeared Je rev L. Rle -eer �, to me known to be the Member of 25�v»oncjs PW LLC , a Washington corporation, that executed the within and foregoing instrument and acknowledged the said instrument to'be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute and in fact executed said instrument on behalf of the corporation. Given under my hand and official seal this 8m day of April , 200 s CZ. �S' ,� Type /Print Name /�f ice A 1� eCZC� EA•DF' i - Q•�gSl .o NOTAgY N. Notary Public in and for the State of Washington residing at l\2nfviI INly Commission expires DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Form approved 2003 Page of Z W W JU 0 U13 W= �U- w O LL J � = w Z � o Z f-. UJI U� o C0 0 H =w �o w z Z.) CO ~ 0 F=- Z (print name) Lw" 44-� 3:'7'fP01 HT CORPORATl =..... H 2001 W.S,E.C. CHAPTER 6 rnnvr 9(1(14 Plnn - .TVUC hPcTf'PI _ 1A70 DI AKI N1 +e • R 19d /()d Dw AA %A(G GLAZING WORKSHEET - VINYL FRAMES Room Type W (ft) I H (ft) l Area(sq.ft.)l Quantity Area (sq.ft.) U Value U A I Total (s .ft.) Total U A MAIN FLOOR FOYER SIDELIGHT 1,33 6.67 8,87 1.00 8.87 0,35 3,10 BATH SINGLE HUNG 2,00 3.00 6.00 1.00 6,00 0.39 2,34 BEDROOM 3 SLIDER 6.00 4.00 24.00 1,00 24.00 0.38 9,12 " BEDROOM 4 SLIDER 6,00 4.00 24.00 1,00 24.00 0,38 9.12 BONUS • SLIDER 6.00 4.00 24,00 1.00 24.00 0,38 9.12 0,00 0,00 0.00 ' 0,00 0,00 0,00 TOTAL MAIN 5,00 � " j ��i 86.87 32.80 UPPER FLOOR FOYER PICTURE 4.50 5.00 22,50 1.00 22,50 0,35 7.88 : t's": ;vAj °« LIVING PICTURE 4.50 5.00 22.50 1.00 22.50 0.35 7,88 ;. �•' :. LIVING SINGLE HUNG 3,00 5.00 15.00 2,00 30,00 0.39 11.70 LIVING B. AWNING 8.00 7.12 56,96 1,00 56.96 0.36 20,51 DINING B. AWNING 8.00 5.50 44,00 1.00 44.00 0,36 15,84 KITCHEN T. AWNING 2.50 3.50 8.75 1.00 8.75 0.36 3.15 MSTR BDRM BATH SINGLE HUNG SLIDER 3,00 4.00 5.00 3.00 15.00 12.00 2.00 1,00 30.00 12,00 0,39 0.38 11,70 4.56 POWDER SINGLE HUNG 2.00 3.00 6,00 1,00 6.00 0.39 2.34 0,00 0.00 0.00 a 0.00 0.00 0.00 TOTAL UPP WMM 11,00 2 4 1 N 9 � f AN" 232.71 85.55 SKYLIGHTS KITCHEN 2.00 4.00 8,00 2.00 16.00 0.51 8.16 ..�f 4 $>' h F "r Y • ' xz G ' , • fir " T .^�"'�`'.S, �` A dz • 'rC• ,.� 0.00 0.00 0.00 0,00 000 . 0,00 0.00 0.00 0.00 TOTAL SKYLTS i i • 1,a: �k ' t� ' V M ALI, Y �,A 2.00 F A yy�� � _;} �.•, ,;. , . � $ ": ":t`i °l+�'o "?;• 1 6.00 8.1 6 D3+ b: .L,.L . s ., �`k:ry �'.16Fa+.�P;. t� 2} i a i::..: 5c1 � ., . . - `d?:y. «. }.` *< > SUMMARY TOTAL 1 I TOTAL 2 �r . a . • Xr:Y;•:c. � � ;�� �?tgl�f ^ "5r;<.�, qx- -r•.� x; �' � 1•:.�r 1v � a YY :;�['y;.,,•... Y.- L t 'L.fC. D �+ C s'''r� R S TO ;� �'' ��� 333 ���� :���.�'��'�������.���:�:�::���� � "t ;�.� �}�� :1;�,,�..��;.��3��,f� 335.58 1 126.51 GLAZING 90= = T OTAL 1 335.58 = 20.09% COND. AREA 1670 AVG. U- VALUE= = TOTAL 2 ` r 26.51 = 0.38 TOTAL 1, \ �U��,�' 3 .58 �'O� oOK r►.ryRECE1VED r4% F TI ikW FM WPIY JU N 2 2 2004 M�Sar*�^tnA. IA�� �^��� �C.��•, -:r' PERMIT n �•�� s- CENT r. •. A ��� f >J Vrr Do L\..* 20 11 5/28/2004 04026.xis �'4l1•. M3YC a ^ nv r�rxe r. 9.1 YS^}Y.^`.•.`t.q ..rs" .i•!u.« .v.w.;.t•rr�.rvw�txr yi ... :'�'$ !,1`�??1�y4 'n'41ga'N, }!!'N,"+h!.t +o4k txw✓ �r;r +..rdr �w; ':� .�.,.,. .,,.,.. �"''.::: �rn' a ..,......�`rntiYMOxvt+»'A.!ata- ;t:.,.....,•,'"u�k1T}1�� eii ... wrr. aw. �«...,...-.•.. u......; 3. .........:e;l.+�:n..::+,- ...,�. ,...... ..._ . .�.•s' z ~ W D JU UO W = �u. W Li-Q UD 2 d �W Z H WO W U� O� o F-- WW F- U O tiJ Z U= O z � S FIGURE C.2.13 TYPICAL DOWNSPOUT INFILTRATION SYSTEM roof drain 4" rigid or 6" flexible perforated pipe ' r ------- - - - - -- - -- - -- ------- - - - - -- infiltration trench PLAN VIEW NTS FILE COPY overflow 4" rigid or 6" flexible splash block - �- perforated pipe o -- a a ° ievei O D washed rock = -� o c - - -- ---------- ---- - - - - -- o - 0 L 6 Q o _ ° __C• • fine mesh screen PROFILE VIEW A NTS E IEWE FOR filte fabric CODE COMPLIAN SEP 2 3 X004 Ct Of Tukwila suu�� 9 pxv1 - 5 -- °a �°u o ° ° ° ° v ° ° ° V C3 Q° dp° pr SECTION A sump w /solid lid roof drain oil /water separator \\— CB sump w /solid lid compacted backfill 4" rigid or 6" flexible perforated pipe washed rock 1 1/2 " -3/4" r.�rvRECE; KWII q . J(/N 2 2 2004 P FkMi i CENrFR NTS l bo & r 41 Small Site Drainage Requirements 9/1/98 C -13 Z H w � �U U Co o W = J � to U. WO 9-j �� � = W' �- _ z� 1- 0 Z I- 5 U� O C/) � t— W LL O W Z U3 O H Z 1 1 _- 1 1 I - � 1 I rte ._ ;Lsl ice' • August 16, 2004 C ity of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Keith Menges 329 Northwest Second Place Renton, WA 98055 RE: CORRECTION LETTER #2 Development Permit Application Number D04 -211 WGW Construction — Lot 9 — 4222 South 116` Street Dear Keith: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Planning, Building and Fire Departments have no comments. Public Works Department: Jill Mosqueda, at (206 431 -2449, if you have any questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions mrrst be made in person and will not be accepted through the nail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefania pencer Permit Technician encl xc: File No. D04 -211 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431.3665 Z �z �w QQ JU UO, N W_ H N u- w� J u- � a . = F— w _ 1 Z �. 1— O Z 1— w w U O U, � F— ww ~ -- - �- O .Z w U= O Z - 1 1 1 I I 19�v July 8, 2004 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Keith Menges 329 Northwest Second Place Renton, Washington 98055 RE: CORRECTION LETTER #1 Development Permit Application Number D04 -211 WGW Construction —Lot 9 — 4222 South 116' Street Dear Keith: 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 Departments. At is time, the Planning and Fire Departments have no comments. Building Department: Jim Dunaway, at 206 431 -3674, if you have questions concerning the attached memo. Public Works Department: L. Jill Mosqueda, at 206 431 -2449, if you have questions concerning the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions nest 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. Sincerely, L Stefania Spencer Permit Technician encl xc: File No. D04 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 Z w D UO CO CO LU J = 1— U- w LL ¢ N� =a F - w Z = H- O Z~ w U� ON 0 1•- wW 5 F- �O ui Z U= O Z 20011019002303 May 21 04 03:35p When Recorded Mall To Dallas Stafford 7535 S Lakeridge Drive Seattle, WA 98178 Space Above This Line for Recording DEED OF TRUST THIS DEED OF TRUST ( "Security Instrument') is made on .%,. <-, 2001 The Grantor is Ronald L Simmons, an unmarried man (Borrower) whose address is 506 27 "' Place South, Renton, WA 98055 The trustee is Transnation Title Insurance Company, ('Trustee "),a corporation whose address is 14450 NE 29th Place, Bellevue, WA 98007 The Beneficiary is Oallas Stafford. an unmarried man (Lender) whose address is 7535 Lakeridge Drive, Seattle, WA 98178 Grantor horeby bargains, sells and conveys to Trustee in Trust, with power of sale the following described roal property in King County Washinr3ton p.1 Lots 6,7,8 and 9 in Block 1 of CD Hillman's Meadows Garden Addition to the City p of Seattle Div No 1, according to the plat thereof recorded in Volume 12 of Plats, page ; 64, in King County, Washington ' Tax Pareef Number 334740- 0030 -02 �-• / � ` �� '< V . TOGETHER WITH all the improvements now or hereafter erected on the property. and all casements, appurtonances, and fixtures now or hereafter a pant of the proporty All replacements and additions shall also be coverod by this Security Instrument All of the foregoing is referred to in this Sccunty Instrument as the "Property" This Security Instrument secures to Lender Borrower's obligation to make monthly payments pursuant to a Note, datod the same date as this Security Instrument, in the amount of Ono Hundred Thirty -two Thousand Four Hundred Twonty -soven and 68/100 (US $132,427 68 ) This Security Instrument socures to lender (a) the payment of the obligations evidenced by the Note, and all renewals, extensions and modifications of the Note, (b) the payment of all other sums, with interest, advanced to protect the security of this Security Instrument; and (c) the performance of covenants and agroements under this Security sir REF IIV A Instrument JUN 2 2 2004 PERMIT CENTER bo%A s z ~w t QQ r 30 UO to 0 C0 W i = H-• CO LL w 9_j LL rn :D = N w z = H !— O z F_ W w U CO OH wW H LL —0 w U= O z Rey' - l.ential Sewer Use CertifiO pion (To be completed for all nb., sewer connections, reconnections, or change of - _a of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. L (Please print or type) Owner's Name (Last, First, Middle Initial) Property Tax I.D. Number 3.34741)_on , 119 Subdivision Name C.D. 14,11, YIP<I�. Subdiv. # Lot # !2 Block # Building Name (if applicable) Property -2— A S / �IV� Street Address S. HL ; 15 - - City, State, Zip /Gr kld/l�1' d ,� wA • qq �� D Owner's Mailing q. Address .31 y me diffe from a bove 2e" a k-a l Owner's Phone Number ( / &_) 1 f loo 5 Property Contact Phone Number (� �. ) ;w-0241) Party to be Billed (if different from owner) / Party's Mailing Address _ Sam , City or Sewer District tw Date of Connection Side Sewer Permit # Demolition of pre- existing building? *es No Type of building demolished? Sewer disconnect date? Please check appropriate box: Single- family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) For King County use: Account # Monthly Rate t Six Month Due k q. eF 4el �4 Residential Customer Equivalent (RCE) 1.0 1.6 kJORRECTION 2.4 LTR# 3.2 ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces For condominiums, please fill out Suppler I certify that the information given is correct. I and any deviation will require resubmissioq Signature of Owner /Representative X 1.0 = DO V4Vz// Form A in addition to this form. that #0 capacity charge levied will be based on this information r determination of a revised capacity charge. Print Name of Owner /Representative ff�21 /T 1057 (Rev. (Rev. 8/01) White — King County Yellow — Local Sewer Agency n Date Pink — Sewer Customer :�.rm y' �K+ �1�4�Phw�A ".'�5�.^.�wnw�'tStk}; -ww �+ s•}, v. q. S! i..+. w . r ..�.�:i �w. w� w....... yt ^`+.........r..w..n ,.w -...., ":�.�n rrlYm n}. �i.:+ �.' r::+ r�r.' Ft!' RA:{!- ..rrr1!^�i.'.?`l�l:tARWk ".'.rq; z ~ w tQQY � JU 0 0 = w f— LL w UQ C/) = �w z F-- F— O w ~ w U O- 0 Fr, w U_F- U_ O w z U= O z May 21 04 03:35p Order No. 354 644 I� A J :r r: ©• 7- �flZ�f B` -y t,o • 9 v_ �0 ._.4o N r try OF Tf KW If A JUN 2 2 2004 PERMIT CENTER This sketch is provided without chargo, for your information. It is not intended to show all mutters related to the property including;, but not limited to: area, dimensions, easements, encroachments. or location of boundaries. It is not a pat of, n<)r does it modify, the comuutmcnYpolicy to which it is attached. The Company assumes N(! 1,1A111I,ITY for any matter related to this Sketch. Rcicrcncc should be made to an ncurate survey for further iutsornwtiun =o -'m 1004 -251C !Vcv. 04/03) ORIGINAL Doi -2 11 .ii a.:c�,.. J,.ti�a:..aN, :..: a...+::.: 3.: ;•1��;;t.n:.,- .:ix:hYai,.F+'.i, LiGi=' rs. tii 'V.rs'l}.'Si.kti;{!li'i .iii',1...5+ G.u.. -- - --- .•s,• '�• /�• yid: p.2 Lawycr.0"itle Agency of Washington 2 702 Colby Avenue, Everett, WA 95201 33�7ua- C 2.a -oa 3q 743 -- c -c2~ z }�— Z �W QQ JU UO N W_ 1-- Cf) (L WO LC. ll. Q = d F" W Z= F' Z Q W W U� ON 0 1.- WW H 5. u. O .z W U= O z Rer iential Sewer Use Certific -- ion (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) Owner's Name (,VI (Last, First, Middle Initial) Property Tax I.D. Number 4o o_o_4y �V o z _- Subdivision Name Subdiv. # Lot # Block # Building Name (if applicable) Property Street Address flin 6f City, State, Zip , Owner's Mailing t Address low AND (If different from _ . _r . Q Owner's Phone Number ( 4TA' ) ?ORL 0 742 Property Contact Phone Number ( ) If Party to be Billed bt ow r VIC> "IN (if different from owner) Party's Mailing Address �tan.?Cd,..• . W J� � �� City or Sewer District Date of Connection Side Sewer Permit # Demolition of pre- existing building? ❑ Yes ❑ No Type of building demolished ?, Sewer disconnect date? Please check appropriate box: �ingle- family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) Residential Customer Equivalent (RCE) 1.0 1.6 b c) • 2.4 3.2 No. of Units x 0.64 = I I ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = For condominiums, please fill out Supplemental Form A in addition to this form. Lo at *9 I certify that the information given is c o 're t. I understand that the capacity charge levied will be based on this information and any deviation will require resubmissi of co ted data for determination of a revised capacity charge. Signature of Owner /Representative Date bh111!f_ Print Name of Owner /Representative olr• 1057 (Rev, 8101) White - King County Yellow - Local SeweyAgency Pink - Sewer Customer ... � _ ��Ci+, Y11�7: �Rd1 �Tf M1', �?s x kr ; 4Y ' �SPr. ��« rv a r 5 : , - . . - , r ; �u , '�n..�t"�:_N. • n, / Nr,+uN.n: tw• cat^ a.. �T4v1. a; tierkq• ttf". ?sr7s' 6; F^' M' �'. i' �i�ti�'+ f ?�R; Sn?? ti} 4 i' Z Z �w 2 �U UO 0 w= t-- LL w LL ¢ co = F w Z I-- H O w �5 UC) (0_ 0 h- wW U_ O w Z co O Z %dO � . 000 IIIW83d PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -211 DATE: 10 -22 -04 PROJECT NAME: WGW CONSTRUCTION - LOT 9 SITE ADDRESS: 4222 SOUTH 116 STREET Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # 1 before permit is issued DEPARTMENTS: Buildi g as © Fire 'reven t on Q Planning ivision Public Works , �. Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -26 -04 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: TOES /THURS RROTING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing sllp.doc , P ERMIT C O O R D COPY 2 -28.02 ❑ No further Review Required DATE: IN DUE DATE: 11 -23 -04 Not Approved (attach comments) ❑ z Z �w QQ JU UO (nQ co Lu J = f_ co LL w LL cod =w �— O w �5 UC3 ON 0 F- W W LL O W z co ~O H- z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -211 DATE: 08 -30 -04 PROJECT NAME: WGW CONSTRUCTION, INC. - LOT 9 SITE ADDRESS: 4222 SOUTH 116 STREET Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # after /.before permit is issued DEPARTMENTS Building Division ❑ Fire Prevention ❑ Planning Division ❑ Public Works 14M Q ��1 � -fl � Structural El Permit Coordinator 0 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08 -31 -04 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: TOES /THURS ROU NG: I Please Route Structural Review Required REVIEWER'S INITIALS: Approved ❑ Approved with Conditions Notation: ❑ No further Review Required DATE: APPROVALS OR CORRECTIONS REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 09 -28 -04 Not Approved (attach comments) ❑ DATE: Documents /routing slip.doc 2 -28 -02 z ~w JU UO Cl) CO w J_ F- S2 LL w 9_j LLQ to = �w z_ F_ O w ~ W U 0 0— 0H wW HP LL O LU z U= F- x O z PERMIT COORD CORY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -211 DATE: 07 -23 -04 PROJECT NAME: WGW CONSTRUCTION - LOT 9 SITE ADDRESS: 4222 SOUTH 116 STREET Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after/before permit is issued DEPARTMENTS: D $ - Building Division © Fire Prevention ❑ Planning Division 1:1 Public Works $ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -27 -04 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 RVQ TING: Please Route ,L�YJ( Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 08 -24 -04 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: oy Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PWB Staff Initials: v'�S PERMIT COORD COPY Documents /routing sllp,doc 2 -28.02 z �z �w QQ JU 00 Cl) CO W J H D) u- w LLQ Wa =w �_ z� �O z F_ W w U ON 0 I_ wW LO --Z W CO 0 O z PERMIT COORD CO.' r PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -211 DATE: 06 -22 -04 PROJECT NAME: WGW CONSTRUCTION - LOT 9 SITE ADDRESS: 4 tV. SOUTH 116 STREET _ A _ Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # afteribefore permit is issued DEPARTMENTS: _' - 0�_ Bu i g Division Fire Preventioni Planning Division Public Works Structural ❑ Permit Coordinator 11611 )AA DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 06 Complete Id 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 ROUTING: Please Route 9 Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 07 -=4 Not Approved (attach comments) d DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg V Fire ❑ Ping ❑ PW)t Staff Initials: Documents /routing sllp,doc PERMIT C O O R D COPY z -28.02 z �z �w QQ W UQ U J = I-- WLL w LL 7 a =w �_ F - O z �_ W 25 U o U)_ F- wW LL O --Z W U= O F- z 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: htW : / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. v U Date: l / os- Plan Check/Permit Number: ❑ Response to Incomplete Letter # r / / ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 41 a Project Address: S Contact Person: hone Number: -7�g) 96 � r Summary of Revision: L�z J &A lri - FIVED -- CITY OF TUK V E b -- 120 PERMIT CFt 4TF-R Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: j Entered in Permits Plus on 1, 1 - o \appl icationsWorms-appi ications on me\revision submittal Created: 8 -13 -2004 Revised: z �~ W JU UO 0 W-r CO u- w 7 LQ = F- w z 1— F— O w �5 U� ON o� ww L ui z CO O z .;;t;;;:.ir...i; :. ;',a <'.:vi.x�:xh ?S.tii:it. wua:1+:.A.{,w:a+' �.aA,��,l:.:.'4 wry�+,w's«ua+Ka. �.u».3s. ,t F3�•,.�nt „ti.r».,xy.. .itk�:. ...:wAUw4. �wr. � _ .ni;' ��:�p City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http :AAwww.ci.tulnvila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: ❑ Response to Incomplete Letter # �� ❑ Response to Correction Letter # ❑ R ision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Addre Contact Persoi Summary of Revision: Oz oe�l RECEIVED r:ITY nF TI IKWII A OCT 2 2 20 4 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 10k Lo L / app I Icatlons orms- applications on linOrevlsion submittal Created: 8 -13 -2004 Revised: z Z �W JU UO 0 W� CO LL w LL Q rn D = �W z F- w� 25 U a N_ F- WW H� LO •z w CO O z ,,,.u,.<r ..r »�a,t:, : �t.s' , hz: i,; h, i� .t�l�aAa�i;.uu.J�ac'u`ii*;�:::r '�:'.�' •, � • ywE,.t�s'w, ... .. <.,.�.ct;� -i h.,.�s :, ,:� s,'a�k;c:�s;rwai,. ' L'.eSi,:µ �•a�Ar'id�: r B 1 O� �Z ........ . 1908 City of Tukwila Steven M. Mallet, Mayor Department of Coni n inity Development 6300 Soutlicenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206- 431 -3665 Web site: http : / /lvivw.ci.ttrktii Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ? 1 L/ Plan Check/Permit Number: D04-211 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: WGW CONSTRUCTION — LOT 9 Project Address 4222 SOUTH 116 STREET Contact Person: Keith Menges Phone Number: �/ZS - Z�� �7�U Summar of Revision: ,,..,, DD J Je°-1 D-/ E'A/t/�s��'IGPo� God/ Et' PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: W Entered in Permits Plus on pplicauons Corms - applications on line revision submittal Created: 8 -13 -2004 Revised: z F z w D J U N U_ CO LL w LL a CO = �w z I— O z I— UJ5 U O N o E- W W LL z wCO O z w.y+.: 77 c:.,,,„.;;.r Ga t'reattwt 'xui' .• iwY+A:.)X.1+• " AN+ RECEIVED r1TYPJ'33 IUWII ^ � r City of Tukwila Department of Community Development - Permit Centel 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 REVISION:: SUBMITTAL y „ Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7, z3 ,O � Plan Check /Permit Number: ❑ Response to Incomplete Letter # ❑L— Response to Correction Letter # ❑ Revision # after Permit is Issued i5A�6vision requested by a City Building Inspector or Plans Examiner Project Name: W V Ql C-�� Project Address: Z l S d IfL - fl S Contact Person: C'i Summary of Revision: - r–. Phone Number: , Zs z ye 1 7g b nF TI �k�, " 2 UUq A �RMir R Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 08/06/03 z �w 00 J � D) LL w LLQ DD = a �w z I- O z F- w w U� U) 0H wW w0 CO ui 0H O z .�1:, . ✓, .:1.: ':�:.::1�: �.L..:t.L4wc�'� ru7:..wx;,y S: .W� :l.� U.N.t .. S„ haA} }«ta�wTiWS.'N'i�` kl:. ' ��'i.'y.! , : \Y•t.:j� mo t... 9 L6 /9) Wo _. - )nsst 521211StlQNI QNV 2i08 V" 30 LII7W121b'd:14 q �' 31R1: U� uI uta��d J 5 "5086 KM No Naa a.z0�ag JuBD Z�,:QNZ MN 6ZE t101JU01 iluapI ssNOO M U.0 !S 11uV �s a Iy �3as � asLaid ::i00Z /6Z /�0 ZOZ)Z); anotua 900.Zf 6t /�0 .2rZ96MJODMOM.. 3,T,Xa ' axe� I Jam = sHO sir M� 7,9 agaznoxa sv af zosx r-- 31u:)itiuo: ,(PldNicl pub qorp(l --� ( L6l811 Ow SO I S S 0 8 6 VM N OZNSH ad QNZ MN 6ZE N0IZ3II2iZSN0D M O M :•v00:Z /6Z / -�0 sivai,a&iipaaaa : Z/6 2iCZ95MDAjMOM T;p� WHEN21f ZNOD ZSNOD SK MVa AS QRQIAOUd SV aH'HSjSI092i SHINI.LSf GNI (INN U09V'I -40 JN9' 1I.L2Idd9Q " NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 3 r•: +' ? � •'....�., . . " NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 3 0 GENERAL NOTE5 STRUCTURAL GLUE - LA1"%eIi`14TED Tlt'01 5E R CODE sma ll b e Douglas Fir fabricated to t, ie requlr art a of U.S. Prod ict Stinci F'S r)(b. Lurroor •ha I I be of such grads to prov ide m;)rr is I worki stress va lues .,?f 1 ps In bond Inch t 1100 psi In tension! 1600 psi In compression K araile3l to ra Int 450 psi cc , mpfoosicn p to era Irl All materials, workmanship end construction steel conform to the 2003 Edition of the international and 165 psi horizontal shear � CombIr itr.xi 24F -v3). Laminated men be, • to be AITC certified. Buildi Code requirements and all applicable codes and authoriti having ,Jurisdiction. The fabricator she 11 be approved r y the Designer. Use watorprcof eluo. 5JILD ING Type vN sits Class: 0 PLYWOOD / 055 Occupancy Group so W1nd Exposure: B E loh *hoot "ll bear the trademark of the 4norlcsn I Woo Ass or.ratr or . 411 •tlffsnlr�• hays been g rads hall conforh UN i�11 • ar+�l M1! a• •i'1 LA SP-1 tins 46# •. All P '1d •NMI/ be C- D1 • Fta�lor rao • Etol t ' vlps / try ion aClne at t� eeillN /1 �� a sr on ooF it su�p-xtl maim or* f zor walls, ro ano f 777.. requlreid until all perrnnsnt e01!M�esttano anal lnstallsOl. I• II' t ulvalrnt rated Orlsntool •trend board (0.9.�a ma bo uNd �n �ISw oP I o ell thy► contractor • y p yW od c 06 out re'""lblllty to Identify all 4"CrOpan4106 or GQmfuolono to the 40610 r at the time they are noted. And 0.13 dlas.t4ir p -nall• may be wood In lieu of 8d nalla, r FOUND Roof Diaphragm: 1/2v plywood (panel index . 24116), w ith bd na at 6" o.c. at s upported panel ar a at 12" o.c. at field (tVplcal unless noted otherwise). t ':- Unless a so ils Investlg by a qualified 6011# engkww is provided, foundation design is based Floor Dl : 3/ p d (paned Index a 24/16) With 10d mils e b" o 4. a t supported pa"I on an asw led average soil bearing of 2000 PSF. Exterior footings *hall bear 1' •6" (minimum) •Cleo& and at 12" ore. at Isld ( tilpIca I unless noted otherwise on pla l). below finished jorado. All footling• to bear on firm undisturbed earth below organic surface •oils. Optlonal to use 0.148 diameter P -nails In lieu of W* nails. Badcflll to be thoorowShI4 eornpeetsd p er Speeifteatt Provide ?e (minimum) co n tinuous /bottom of all wa I I• and footings. STRUCTURAL S TEEL EEL C ONCRETE 6truetura I Grads A6TM A36, N • 36000 ps P ip,* columns ASTM AE 3, grades 15, Fy ■ 35,Q 00 pal. Structural tubing columns ASTM A5> " gratis 13 N • 460" pe . All stool except 6trsl PSI MINIMUM embedded In concrete shall be given one shop coat of approved pant. Weald& to be, 3/ 6 11 CLASS AND USE f'e SLUMP SACKS /C•Y• minimum continuous fillet by AW.6. certified welders. Field eonneetlont not shown •hell be koltod framed beam connections per RISC. All bolts tc b s A325. Durinc structural stool shall A - Foot wigs and 25" 3 - 4 5 -I/2 be secured From collapsing with temporary braelnc3. Owe e3xpens4on ar,-hore are aposeiflezl, the foundations contractor shall submit to the structural engineer 'a sample of the+ arK4vr to oe usoo with laboratory data of pull -out and shier strength 8 - Slabs on grade 2000 3-4 ' 1. Air- entralning agent (3% to 6%) to be used in all concrete flatwork exposed to weather. FIREFLACE5 ` lasonry fireplaces and chimneys are to be constricted to conform ±o ill applicable portions o 2. Pozzollth 300 eerie& (4 oz. per 100* of cement) to be used In all concrete, the IBC Section 2111 and IRC Section RI003. Fit.* iner minimum 5/E " firs cl (or eq uiv.) per • IBC Section R1001.9 and Table R1001.12. Flue area per IBC Table RIO►.*I.II. Ch mneys shall suppor t Only 3. Mix may be designed In accordance with the provisions of Sanction 19x5 of the IBC, t their own weight unless specifically designed to t upport aciclltic-rna I )Cods. 4. Water - cement ratio per IBC Table 1904 2.2 t 19043 All fireplaces are to be provided with tightly -fit sing flu• dampers, operated with a readily - aeeossibl• manual or approved automatic contra, and an outsla s source of combustion ei ir, +minimum duct size of 6 square Inch** In area, prop ided With r eac il y - opesr ablce damper: located in R EINFORC ING S T E E L front part of fireebox. ASTM A615 grade 40, reinforcing *tool detrlls shall be prepared by an experienced detatler Prefabricated fireplaces, chimneys and related c, mponente to I- ear U.L., have Washington State approved by the Designer and conform to standard practice outllned in ACT Report 315. 4Z:wtiftcation seaI of approva and be metalled F sr any conditic?ns c approval, CONCRETE COVER OF REINFORCING 3" Concrete poured against earth - D00R8 AN I D UJ NDOW5 2 formed concrete with earth backPill. All laze to be, double I t '� g ng g az ng, with maximum U value of 0.40. All skyllghts to be doul` Is 1 -I/2" /Beams and columns (stirrups, ties) walls exposed to weather, slabs on moisture glazing, maximum "U" value of 0.58, factory built w rdows to be constructed to permit barrier. maximum infiltration of Ob CFM per lineal foot of operable sash perimeter as tested by standard ASTM E 283.13. Site built and � ill work shop built .joodon sash are a <arr,pt from Infiltration 1" Walla, Inside face. orltorla above, but must be grade tightly fitting acid weather - stripped or caulked. Sliding glass doors to pormlt maximum Infiltration of 0.5 Cp1 pear infiltration or 10 CFM per square foot of Lap column verticals, Class "A" concrete and masonry column and wall verticals 40 diameter& (2' min.). door arse' Lap all other reinforcing 30 diameters (2' min). Splicees at tendon regions shall not be permitted. ' Caulk or weather -strlp windows, doors and pan -str atione. Glazing in doors, and glazing In hazardous locate ins desGrlbed i IE•C Section 24Z*, to be safety F RA '71 i NCB g lazi ng . Prescriptive Approach Option iV (uni mitsd Glaz!, g Option) 2 0C. 1 WE EC All framing to comply with IBC Chapter 23. Nail sizes and spacing to conform to IBC r Section 2304.9.1, Table 23- 11 -8 -1. I* . 5U I AT i O* I ,All wood in contact with concrete to be pressure treated. Exterior hangers to be Simpson ZMAX Unless otherwise noted, Insulation to b t follow, - or equal (G185). Structural design is based on the following allowable stresses (units In PSIS MIi`.IM.11"i IMAXI'11LIM LU!""'o""'IBER STRE l V 1 G T�� ( j t � in .rJ' .I . 1 LOCATION INSULATIa, A!�DED "SEMeLi' "Lot VALUE Fv Fb E CEILING t ROOF$ 1 ?- 3F:(I) 03 JOIST, RAFTERS: HEM - FIR 102 15 X50 i�+�0�00 EXTERIOR WALLS d5EA"S, NEADER,9, L iISTEL$)GIRDERS: WALLS BETWEEN HOUSE a GARAGE R- 21 fd5 4" Nominal Nom - Fir 02 15 850 1,300,000 FLOORS OVER UNHEATED SPACE 4" Nominal Doug -Fir 0 1 W 815 1.0000" 6" Nominal Doug -Fir e1 85 1350 1160CANM SLAB PERIMETER: (2) R• 1� ELECTRIC WATER HEATERS (3) per A3NRAE 90A -80 GL UE LAMINATED TIMBERS: Doug -Fir Larch (24F -V3) 165 2400 1000A000 GAS WATER HEATERS (4) per A31-11 WA -80 (22F -V3) 165 2200 1,1"0" DUCTS IN UNHEATED SPACES per UISEC table 4 -16 (20E- V3) 16M 2000 1,60+0,000 LOADING: footnotes: Fcoof: 15 PSF DEAD LOAD • 25 PSF LIVE LOAD 40 PgF Floor. 10 PSF DEAD LOAD • 40 PSF LIVE LOAD • 50 PSF (1) R -30 in single rafter, ,joist vaulteci callings. col Iire: 5 PSF DEAD LOAD • 5 PSF LIVE LOAD a 10 P Deck 5 PSF DEAD LOAD • 60 PSF L IVE LOAD . 65 Pc.-A (2) Applied to perimeter of slab fro, i t,�p of sic ::) downward hr rizc eta :iy, minimum :A ". Ses Interior Partition: 10 Pap basic foundation details. Exterior Partition: 10 PSF (3) Must be integral with unit. Unit m -j=! aieplay ve - ification. Bolt heads and nut bearing aga inst wood to be provided with flat cut Washers. Wood bearing on (4) Unless unit conforms to ASHR.4E 90A -t32 arc + is larmlec to: sic Ifs conforrr,an..e. or Installed Within I" of masonry or concrete to be treated with an approved preservative. Solid blocking of not less than 2" thickness shall be provided at ends and at al, support of ,;oists and rafters. Between supports provide blocking or approved brideing at 8 " -0" O.C fo- floor ,Jolste, 10'- 0" for roof ,joists. Typical sill bolts to ice 5/8" diameter at 4' - 0" o.c.t embed 10 ". All metal framing anchors and hangere shown on drawings sheli be "Strong Tie Connectors" as manufactured r Simpson Company or approved equal. WOOD TRU55E 5 Sheli be factory fabricated trusses. D esign and f shati e:on to the requirements of the International Bu lldi ne Cods. Eng ineering des ign and shop drawings bearing the stamp of a professional engineer registered in the Sta of Wasrni and showing a l details of construction Including bracing. Trusses *Nil be designed for uniform loading as follows: Top Cord 33 PSF of tributary area Bottom Cord 1 P'SF of tributary area Fabricator she be approved by the Designer. ., ',t Y ' � - l 5ee IN - 5 rDl b -0 ef, "ttA Nil la \�, + No. 2440 2011 M mA w aWrowai Is bD errors and oAliwf �Ip�ei of ca wommm too mults dogs Prot 11 �Or1 of 'W adopid oft or of *WowW FW CoW 111 Ck of VAft R—A - 1 10 Med�� I �y Of 7ukw"16 ��IN ON15Id ITe Pi. 4 N" N� _ L C T ` �lILLMAN I"EA�OIJS, TUKWILA, WA �CV15IOIYI�O. Cq V 0 ^0 � N Z .� L o 1 - ., ',t Y ' � - l 5ee IN - 5 rDl b -0 ef, "ttA Nil la \�, + No. 2440 2011 M mA w aWrowai Is bD errors and oAliwf �Ip�ei of ca wommm too mults dogs Prot 11 �Or1 of 'W adopid oft or of *WowW FW CoW 111 Ck of VAft R—A - 1 10 Med�� I �y Of 7ukw"16 ��IN ON15Id ITe Pi. 4 N" N� _ L C T ` �lILLMAN I"EA�OIJS, TUKWILA, WA �CV15IOIYI�O. �u.kuC06, 111 IF T VE h it `i ' "A%A REVIEVVED FOR E (O MPdAN CM 0 Gt Of Tu " BUILDING DIV ISION 4mJ ~ ^/ lu WJ � N U ��N N 0 i �J � N r4 ti V\00,3 oo Z 0 w 0 { �~ ; 0 LU Cn F-- a^ OF rU kWU � /'`\`\ OCT s z 204 (L Ns e�iwpr do@ M Em apprMa Ilia ilia �" of �0 �MIll Dlldalen require a now Pim mini a' y . r .... -. . ,nr .. ;t._J�I' :.... . r.. «►i.' :.,.... �S�rM .'..aaui►+i4~.r�ilir+�i. +ri�iRa :i ' 'i��+�M: �Js`c'fli�l�.a�lt��1�'1Z ' .. :�✓ F�iu�r+�ro� '�`� ` .. •'*�• r:_,.- '�.'�.K } Cq V 00 ^0 � N Z .� L o V s� GENERAL N O'I'F.;S SITE PLAN Project no.: 052504 Drawn by: ,j s Due Issued: 05/28/04 IAMM M 'isiM SHEET NO: �u.kuC06, 111 IF T VE h it `i ' "A%A REVIEVVED FOR E (O MPdAN CM 0 Gt Of Tu " BUILDING DIV ISION 4mJ ~ ^/ lu WJ � N U ��N N 0 i �J � N r4 ti V\00,3 oo Z 0 w 0 { �~ ; 0 LU Cn F-- a^ OF rU kWU � /'`\`\ OCT s z 204 (L Ns e�iwpr do@ M Em apprMa Ilia ilia �" of �0 �MIll Dlldalen require a now Pim mini a' y . r .... -. . ,nr .. ;t._J�I' :.... . r.. «►i.' :.,.... �S�rM .'..aaui►+i4~.r�ilir+�i. +ri�iRa :i ' 'i��+�M: �Js`c'fli�l�.a�lt��1�'1Z ' .. :�✓ F�iu�r+�ro� '�`� ` .. •'*�• r:_,.- '�.'�.K } f IV A Al i ,j 4' -2 V ?" 4' -2 lit" 5'- 6''xb'- 0"x29" tMI FT'G W/ (6) EAc:H .UAY TG P t 50TTCr1 (T f 2 PLACES, L 2 __ _ ,---� Al 10 4 N `/ FRI E • DUCK�OUJT � I r-4 L — a 18 � 18L J I t3�, '-* C•�NC . $ L.AC3 D � � . I 3 I j k3" >1 24" L Al E A. 1 IDE: ��OL J 4C G s 1 Al i 5'- 6 "x6' -0 "x28" TNIC:K FT'G W/ (b) EACH WA) TOP t 50TTOM (TY P 2 F LACES) ? '0' - v1" FOUND ATION FLAN SCALE= 1/4" . I' - On ! j P OOL ANA re� d 1) ALL FLIR )676 TO BE TJI FLOOR SYSTEM, REFER TO MFG. LAYOUT FOR ALL FRAMING DETAILS AND DLOCKING. REVIEW MPG. LAYO "10111 TO FRAMING. OR ALL PLR JETS AND IMTRS TO BE 02 HEM - FIR DOUBLE UNDER BEARING PARTITIONS. PROVIDE SOLID 15LOCKING OVER FEARING MEMBERS. 2) ALL EXT. OR 4 IAAIDW HD R$. TO BE 4x10 DF (UNO ) 3) ALL PRE - MANUFACTURED TRU66E6 TO BE IDENTIFIE ;) BY MFG'S VAMP. 4) FACTORY MT FRPLC 4 CHIMNEY TO BE UL LABELS � INSTALL PER P'NFT'RS SPECS O /61DE CMWTN AIR REG D (MIN 6 50 IN) DUCTS TO F/BOX W/ OPERA15LE O/SIDE DAMPER TIGHTLY FIT rG FLUE DAMPER AND TIGHT FITTNG GLASS OR METAL DOORS OIL FLUE DRAFT INDUCTION FAN. 5) LIMIT SHOWER FLOW TO 2!b GA -LONA IIN. 6) N.W.T. TO BE LABELED PER A6HRAE STD. NO. 99A -80, AND MEET THE RECMTS. PER 1981 NATIONAL AF`PLIANCE E NERGY CONSERVATION ACT, 1) FUAN AND W,W. TANK= PILOTS, BURNERS, HEATING ELEMENTS, AND SWITCWEES t0 BE A 1•II'd, OF 0" ABOVE FINISHED FLOOR 8) ALL SKYLITES TO COMPLY WITH IJW. SECTION 2409.1 4 2603.1 9) ALL 610ELITES, 6LIDING GLA" DOORS AND TUB /SHOWER ENCLOSURES TO COMPLY WITH IJ Z. SECTION 244*. LO) HEAT REGISTERS TO BE PER LIGII IDI LOCATE APPROXIMATELY AS SHOUN, 6" IN PROM EXTERIOR WALLS, 3" IN FROM INTERIOR WALLS. 11) VENT DRYER, OVENAtANGE 4 EXHAUST FANS TO O /SIDE DRYER E XW DUCTS SHALL NOT EXCEED A TOTAL COMB WORIT. AND VERT LNGTH OF 14' -0 ", INCL 2 90d. ELOCU16. DEDUCT 2' - FOR EA. 9Gd. EL600 EXCEDING 2. SEE DRYER DUCT DTL FOR ALT. SOLUTIONS. ALL EX HAUST DUCTS INSLT'D (MIN. OF R -4) 12) ALL NAILING TO COMPLY WITH 1.152. TABLE 23- 2 -5-I, COLUMN, POST 4 BEAM CONNECTIONS TO COMPLY WITH I.B.C. SECTION 2316. 13) ALL EXT. WALLS, INTR MAIN PARTITIONS t /OR BRIG WALLS TO BE BRACED. PROM METHOD: REFER TO 2003 IaC. SEE A,d;C, BELOW. SEE 6 4EAR WALL NOTES -6 SCHDLE. FOR OTHER COMPLIANCE METHODS A, ONE STORY, MTL. BRACE, USE K JOW6 (60d) OR KC M512 6 ( 450 ) B. LOWER STORY OF 2 6TORY: CAM ON STUDS 16' OC, UNBLOCKED, NAILED W/ 5d COOLER OR UAALLBOARD NAAL6 * 1" OTC. C. UPPER STORY: SEE ONE STORY (SEE SWEAR WALL SGH FOR ADDTNL It-M) 14) SOLID $HTNrs REQ'D ON LOWER STORY OF 2 STORY BUILDING PER UB.C. DRYWALL NAILED PER SHEAR NAILNG SCHEDULES OR IBC 2003 EDITION. 15) TUB/SHO',UBR SURROUND WALLS TO HAVE WATER RSTNT GYP BRO AND A SMOOTH HARD SURFACE TO A MIN"," HEIGHT of ,, 0" ABOVE DRAIN INLET 16) PROVIDE ST"K DETCTI! IN COMPLIANCE WITH iB.C. AND I.15Z. STD. 0 43b. ALL SN'!C DETCTRS W/BAT BACKUPS&K DETCTRS uALL 501 ND AN AUDIBLE ALARM N ALL SLEEPING ROOMS. h) DWELLM TO COMPLY W/ UA& ST ENERGY CODE, 2001 EDITION 18) SEAL, CAULK GASKETOR WEATHERSTRIP TO LIMIT AIR LEAKAGE: AT EXTERIOR JOINTS AROUND WINDOW AND DOOR FIFAMES, OPNCs'S BTWN WALL AND ROOF AND WALL PANELS, OPNG'S AT UTILITY PENETRATIONS THROU GW WALLS, FLRS, AND ROOFS, ALL OTHER OPNG'5 IN BLDG ENVE 19) ALL EXTERIOR DOORS OR ACCE66 HATCHES TO ENCLOSED UNHEATED AREAS MUST BE WEATHERSTRIP1oED. 20) MINIML i SOIL BEARING PRESSURE • 2000 PfiF. 21) FOOTHGO TO BE PLACED ON PIRM, WDISTUFI!W.D NATIVE SOIL. 22) OWELLING TO C MPLY WITH UNIFORM BUILDING COLE 2003 EDITION 23 ) FIRE STOPS $WAL.L BE PRVD'D TO CUT OFF AL L CC-NC 1- 'D DRAFT OPN'GS FROM VERT TO HRZNTL $PACES, INCI.'G THE STAIR, TUB $, -U1g, FRPLACE, ETC. 24) 065 ROOF SHEATHING W/COMP ROOFING AND PLYUuD AT ALL OvERHANGB. SEE DETAIL 6HT FOR ALL ADDITIONAL NOTES. , GENE NOTE5: BUC'•KOUT°. - t r — 18 "x18 "xli0" 1) N A&Rt PROVIDE b" DIA. SLEEVE W/ 2 - 0 4 BARS E.W. 4 30 " BELOW TOP OF WALL L P5 44 POST BASE PC 44 POST CAP � N r o 2) $EPTI PROVIDE 6 "wi x 12"h r 24 "x24 "x12" :1 I I W/ 2 - 0 4 BAR$ E.UU. 3) PROVIDE MM 2' DIA, HOLE . 030 fW.LOW TOP OF WALL PC: •• POST AP 4 4) Q — RYER + PROVIDE MIN 4 1/1" 014 i r -- — — HOLE • TOP OF WALL 4 PROVIDE 1 36 "x36'xl ?" AREA -WELL (AS REQ'D.) VERIFY LOGS. ON SITE � I PB .. POST BASE NOTE, MIS'. 10' HORIZ. BTWN H2O 4 SEWER PC: @4p POST CAP LOCATE AWAY FPCM DECKS 4 PATIOS L -- J PROVIDE V2" MIN. AIR,$PACE 36 5UC<OUT5 4 FOOTING SCHEDULE 2 BETWEEN ENDS OF GIRDERS 4 FOUNDATION WALL (TYP.) FOUNDATION; PLAN Pw jest no.: MSO4 b DFm 0 Date Isumd: 05/28/04 West Revision: 1 0/1804 SHEET NO: 0 r CsLB 5A x W•5 5/8" -- (1) 0 5 x 2'- 0" LONG VERT. W/ (2) 3/4 "♦ A301 POL TS 1 11'2' CL R 8" x 1' -2 1/2 C4;tC. 9 COL. W/ (2) 4 5 VERT. 4 EACH FACE 4 (4) �3 TIES • 4" OZ. .� TOP 4 BOTTOM W/ • 'r BAL • 12' O.G. 4 1" EACH V _ EACH E RT. � � TuKyylu 6 „ B FTC 0 : 6' -" x S' • x 16" THICK Ilk i t 0 6 EAC.4 L,UJAY TOP c% 4 BOTTOM - rATEc P OOL ANA re� d 1) ALL FLIR )676 TO BE TJI FLOOR SYSTEM, REFER TO MFG. LAYOUT FOR ALL FRAMING DETAILS AND DLOCKING. REVIEW MPG. LAYO "10111 TO FRAMING. OR ALL PLR JETS AND IMTRS TO BE 02 HEM - FIR DOUBLE UNDER BEARING PARTITIONS. PROVIDE SOLID 15LOCKING OVER FEARING MEMBERS. 2) ALL EXT. OR 4 IAAIDW HD R$. TO BE 4x10 DF (UNO ) 3) ALL PRE - MANUFACTURED TRU66E6 TO BE IDENTIFIE ;) BY MFG'S VAMP. 4) FACTORY MT FRPLC 4 CHIMNEY TO BE UL LABELS � INSTALL PER P'NFT'RS SPECS O /61DE CMWTN AIR REG D (MIN 6 50 IN) DUCTS TO F/BOX W/ OPERA15LE O/SIDE DAMPER TIGHTLY FIT rG FLUE DAMPER AND TIGHT FITTNG GLASS OR METAL DOORS OIL FLUE DRAFT INDUCTION FAN. 5) LIMIT SHOWER FLOW TO 2!b GA -LONA IIN. 6) N.W.T. TO BE LABELED PER A6HRAE STD. NO. 99A -80, AND MEET THE RECMTS. PER 1981 NATIONAL AF`PLIANCE E NERGY CONSERVATION ACT, 1) FUAN AND W,W. TANK= PILOTS, BURNERS, HEATING ELEMENTS, AND SWITCWEES t0 BE A 1•II'd, OF 0" ABOVE FINISHED FLOOR 8) ALL SKYLITES TO COMPLY WITH IJW. SECTION 2409.1 4 2603.1 9) ALL 610ELITES, 6LIDING GLA" DOORS AND TUB /SHOWER ENCLOSURES TO COMPLY WITH IJ Z. SECTION 244*. LO) HEAT REGISTERS TO BE PER LIGII IDI LOCATE APPROXIMATELY AS SHOUN, 6" IN PROM EXTERIOR WALLS, 3" IN FROM INTERIOR WALLS. 11) VENT DRYER, OVENAtANGE 4 EXHAUST FANS TO O /SIDE DRYER E XW DUCTS SHALL NOT EXCEED A TOTAL COMB WORIT. AND VERT LNGTH OF 14' -0 ", INCL 2 90d. ELOCU16. DEDUCT 2' - FOR EA. 9Gd. EL600 EXCEDING 2. SEE DRYER DUCT DTL FOR ALT. SOLUTIONS. ALL EX HAUST DUCTS INSLT'D (MIN. OF R -4) 12) ALL NAILING TO COMPLY WITH 1.152. TABLE 23- 2 -5-I, COLUMN, POST 4 BEAM CONNECTIONS TO COMPLY WITH I.B.C. SECTION 2316. 13) ALL EXT. WALLS, INTR MAIN PARTITIONS t /OR BRIG WALLS TO BE BRACED. PROM METHOD: REFER TO 2003 IaC. SEE A,d;C, BELOW. SEE 6 4EAR WALL NOTES -6 SCHDLE. FOR OTHER COMPLIANCE METHODS A, ONE STORY, MTL. BRACE, USE K JOW6 (60d) OR KC M512 6 ( 450 ) B. LOWER STORY OF 2 6TORY: CAM ON STUDS 16' OC, UNBLOCKED, NAILED W/ 5d COOLER OR UAALLBOARD NAAL6 * 1" OTC. C. UPPER STORY: SEE ONE STORY (SEE SWEAR WALL SGH FOR ADDTNL It-M) 14) SOLID $HTNrs REQ'D ON LOWER STORY OF 2 STORY BUILDING PER UB.C. DRYWALL NAILED PER SHEAR NAILNG SCHEDULES OR IBC 2003 EDITION. 15) TUB/SHO',UBR SURROUND WALLS TO HAVE WATER RSTNT GYP BRO AND A SMOOTH HARD SURFACE TO A MIN"," HEIGHT of ,, 0" ABOVE DRAIN INLET 16) PROVIDE ST"K DETCTI! IN COMPLIANCE WITH iB.C. AND I.15Z. STD. 0 43b. ALL SN'!C DETCTRS W/BAT BACKUPS&K DETCTRS uALL 501 ND AN AUDIBLE ALARM N ALL SLEEPING ROOMS. h) DWELLM TO COMPLY W/ UA& ST ENERGY CODE, 2001 EDITION 18) SEAL, CAULK GASKETOR WEATHERSTRIP TO LIMIT AIR LEAKAGE: AT EXTERIOR JOINTS AROUND WINDOW AND DOOR FIFAMES, OPNCs'S BTWN WALL AND ROOF AND WALL PANELS, OPNG'S AT UTILITY PENETRATIONS THROU GW WALLS, FLRS, AND ROOFS, ALL OTHER OPNG'5 IN BLDG ENVE 19) ALL EXTERIOR DOORS OR ACCE66 HATCHES TO ENCLOSED UNHEATED AREAS MUST BE WEATHERSTRIP1oED. 20) MINIML i SOIL BEARING PRESSURE • 2000 PfiF. 21) FOOTHGO TO BE PLACED ON PIRM, WDISTUFI!W.D NATIVE SOIL. 22) OWELLING TO C MPLY WITH UNIFORM BUILDING COLE 2003 EDITION 23 ) FIRE STOPS $WAL.L BE PRVD'D TO CUT OFF AL L CC-NC 1- 'D DRAFT OPN'GS FROM VERT TO HRZNTL $PACES, INCI.'G THE STAIR, TUB $, -U1g, FRPLACE, ETC. 24) 065 ROOF SHEATHING W/COMP ROOFING AND PLYUuD AT ALL OvERHANGB. SEE DETAIL 6HT FOR ALL ADDITIONAL NOTES. , GENE NOTE5: BUC'•KOUT°. - t r — 18 "x18 "xli0" 1) N A&Rt PROVIDE b" DIA. SLEEVE W/ 2 - 0 4 BARS E.W. 4 30 " BELOW TOP OF WALL L P5 44 POST BASE PC 44 POST CAP � N r o 2) $EPTI PROVIDE 6 "wi x 12"h r 24 "x24 "x12" SLOT 0 TOP OF FOOTING I I W/ 2 - 0 4 BAR$ E.UU. 3) PROVIDE MM 2' DIA, HOLE . 030 fW.LOW TOP OF WALL PC: •• POST AP 4 4) Q — RYER + PROVIDE MIN 4 1/1" 014 i r -- — — HOLE • TOP OF WALL 4 PROVIDE 1 36 "x36'xl ?" AREA -WELL (AS REQ'D.) VERIFY LOGS. ON SITE � I PB .. POST BASE NOTE, MIS'. 10' HORIZ. BTWN H2O 4 SEWER PC: @4p POST CAP LOCATE AWAY FPCM DECKS 4 PATIOS L -- J PROVIDE V2" MIN. AIR,$PACE 36 5UC<OUT5 4 FOOTING SCHEDULE 136 UNDER -FLUOR AREA . 4.9 8Q. FT. NET FREE REQ'D. 150 4.9 NET FREE x 144 •108.5 6a INJ$a FT, NET FREE REQ'D. PROVIDE I SO. FT. PER 150 Sa FT. OF UNDER FLOOR AREA. COVER VENTS WITH 1/4" C4XRfR06ION RESISTANT WARE MESH. LOCATE VENTS AS CLOSE TO CORNERS AS PRACTICAL. EFFICIENT VENT AREA . 12,5 Sa UAL Sa IN. NET FREE 108.5 « it VENTS VENT AREA _ .. 125 REQ'D. CRAWL VENTILATION CALCULATION a.�aM.►e� ar�s O d 00 A 0 lk v ,.I m 6 N �u evil V N , x' U) uI3 N ul M y � z Ow . 1� J 9 � . cq V x I6' SCREENED � N r o i 1� J 9 � . cq V x I6' SCREENED � N r o tn v FOUNDATION VENTS EQUALLY . 1 SPACED AT FON WALL COVER W/ 1/4" CORROSION RESISTANT WIRE MESH PROVIDE V2" MIN. AIR,$PACE 2 BETWEEN ENDS OF GIRDERS 4 FOUNDATION WALL (TYP.) FOUNDATION; PLAN Pw jest no.: MSO4 b DFm 0 Date Isumd: 05/28/04 West Revision: 1 0/1804 SHEET NO: 0 r CsLB 5A x W•5 5/8" -- (1) 0 5 x 2'- 0" LONG VERT. W/ (2) 3/4 "♦ A301 POL TS 1 11'2' CL R 8" x 1' -2 1/2 C4;tC. 9 COL. W/ (2) 4 5 VERT. 4 EACH FACE 4 (4) �3 TIES • 4" OZ. .� TOP 4 BOTTOM W/ BAL • 12' O.G. 4 1" EACH V _ EACH E RT. � � TuKyylu 6 „ B FTC 0 : 6' -" x S' • x 16" THICK Ilk i t 0 6 EAC.4 L,UJAY TOP c% 4 BOTTOM - rATEc CONC COL FTG CONN � Att.s. lu i I , 1 -2 �• + •�wwi.f.N...i..wr..r.� - � . .� �µ,t. n• !g"1�'T kyi r ii�•�+..�iC[ �tw. .. �.. •~•.ai. „.• � « ... . ,.4O►• •„* • ,� �i ,4 . cq � C Q � N r o tn v . u FOUNDATION; PLAN Pw jest no.: MSO4 Drawn by: Jw Date Isumd: 05/28/04 West Revision: 1 0/1804 SHEET NO: i I , 1 -2 �• + •�wwi.f.N...i..wr..r.� - � . .� �µ,t. n• !g"1�'T kyi r ii�•�+..�iC[ �tw. .. �.. •~•.ai. „.• � « ... . ,.4O►• •„* • ,� �i ,4 w s ND 1OA W/ - DdL STUD NOTE: S.W. 5 REQUIRE DFn IE t STUD; i .A 12' -b 1/2m ' 14'•m I� t. 8. -5" 21'• 410 n Patio C-CW RET1r � I&- 0x4 -IV 1/2 SLIDE �7 4x12 CF-02 %,, 0 j" C)IA PC )ST 2/6 / wr 1 W, Cc ANC B onus R,00 sn/ � / x j G r; t l µ 2 \ LINE OF FL00 r 2 , 7D I I ��� � � Bath p i .� _ Fo 1,r FAN 21 ` 4 I I 4x8 OF'? • 4 '�..r. ...m .� 2 -10x3 m sNG x Po rch 3 9 3 OD (L f- „ — -ec ) [ 00009" 1♦ L i ' NE GNT — F FE1Cf: <•8V. 24" HE:GW ' 2' -m" 2' -8 1/?" FET�. INING U ALL 8' -2 1/2' 2''1" MAIN FLCO ' FLAN SCALE: 1/4' . I' - D" rr m .. i ".• ..-fin.- 4. - . =,y,! ..� «� • •3 w .. +. ..y.. y .. • ..t . •or ., .� r r• . r. . - • .r - .. �i 9 1 � x �o V L REVIEWED FOR CDDE COMPLIANCE APPROVED NOV - 8 2004 City Of Tukwila BUILDING DIVISION LA t 0 I fJ N N V1 U Nv U) le CN w 00 Z W ' C 14 1 con x C> . N • A V 00 GN N f r . Ln . t cn MAIN FLOOR PL -XN Project no.: 052504 Drawn bT AIS Dios Issued: 05 /28/01 [coat Rcvisk= 10/18/04 SHEF.T NO: .4r. 1 � x �o V L REVIEWED FOR CDDE COMPLIANCE APPROVED NOV - 8 2004 City Of Tukwila BUILDING DIVISION LA t 0 I fJ N N V1 U Nv U) le CN w 00 Z W ' C 14 1 con x r UXkA oci z z z --1 16"x24" CRAU,� FACE ACCESS M WEATHERoTR F 4 INSULATE TO LE' ELrUA- TO W ROUND bUFWAC �. PILOTS 4 &JW OR NEATIN3 tLEMENTU' t :�MTCWES TO dE AT 2 LEAST 18 AE: voE FLOOR MIN. 6" C A. Frw.EaN AIR 04=T TO CCHNECT TO RETURN AR PLN m 3 W.R. GIUS • T A5 4 SNOU81% E-" R . To b' ABOVE DRAIN I� Vl�i -1 r� I� u ., C> . N • A V 00 GN N f r . Ln . t r UXkA oci z z z --1 16"x24" CRAU,� FACE ACCESS M WEATHERoTR F 4 INSULATE TO LE' ELrUA- TO W ROUND bUFWAC �. PILOTS 4 &JW OR NEATIN3 tLEMENTU' t :�MTCWES TO dE AT 2 LEAST 18 AE: voE FLOOR MIN. 6" C A. Frw.EaN AIR 04=T TO CCHNECT TO RETURN AR PLN m 3 W.R. GIUS • T A5 4 SNOU81% E-" R . To b' ABOVE DRAIN I� Vl�i -1 r� I� u ., C> . N • A V 00 GN N 'v Z Ln cn MAIN FLOOR PL -XN Project no.: 052504 Drawn bT AIS Dios Issued: 05 /28/01 [coat Rcvisk= 10/18/04 SHEF.T NO: .. . ti _ .. .. ,..., .1-.,. .�..- 'V•�.i.W.- rw•:r.- .Aw.++- .�- '1i.�M.. �'� • ��a .. • •iii7r ��� S R.R�ir�•� a.+.. *.a.�.ar '/,�M.1�.� n... �� n ,�,.'.n •� .. .. .w...... �" . .ia ', 4 I m 0 rr .. ' low 1• - E)IdAU&T FAN& SHALL BE FLOW RATED AT 25 WPCs. STATIC PRESSURE EXHAIJbT DUCT& $WALLA -W INSUL ATEp TOR 4 N UNCONDITIONED SPAC - EQUIPPED WITH A E AGKDRIPT DAMPE - TEWIINATE OUTSIDE THE IBUILDNG - COMPLY WITH BELOW MINIMUM SI'1OOTH HINPIU" I FLEX. MAXIMUM MAXIMUM NO. FAN CPM DUCT DiA IET1ER pUCT DIAMETER LENGTH OF ELBOWS 50 - i" ,. 1 61 ;a 3 1 00 AN l N 13' -3" 13'•4 1/1" r r -6' 3 I /?" l0'•0" 7 -6.l , . 3' - 3 V2" 8' -0" Ls' -2 ,l 2 ._ 0 , .'•�" :. 'OF A IN Y �B: Gl� b -0xR •b , 41N)A W/ LC UEf t AWNVP DB. TUC , -.-- -- - - 4x12 DF"2 'Pr1 �� •+ �• -.:_� sr ;- ; •_; 4x3 C V s Q v P Q - - -_ - J611, 3 1 2 s...a .16 11 6- - EL .. # 42" ,t�� l g Diniil *4 ' , b" l �,- ; N, L -- - cARS<'EY -- ....� r--- -r - ,-� --- - - - - -- t - - -- - om 't w L .ti ink H � li0v 1 V lJ PL ANT O� LE DCsE -_ AE► t INT ERIOR RIDGE }} .s ' t IJ ( w h L CATCH / -3 J OPEN N1. ,Nl LE --- ---- � J / CF'VA TO W EHE LF 41'•C YE ----� - X • . > U o CELOW IUNI1 _— Ir 4xS D-:42 4x8 M oP2 3- VA -e ' 3- 0x5 -fc' • 5NGLNNC &43L►4* i 4405A UV TUL.' 3 1 _ D . 3 �_ Q . ���_� 2 ,_ 0 • b2'- -D' Ali U FFE R FLOOR FL 4N B ALE= 1/4" . I' . 0,. •- -....� � t 0 � R ca* co la 10 4-o' '* VO4 114to . ' 001 0 — �sgftoaomp.:, �Ak 9� F l A 12'x30'° AT C ACC ESS. 4EATNE 231 21F' 4 Ih3UI.ATE O7 R 1 ;) E aUi> L C =1L ING 1 N5ULA1 ON PROVI . WOCID 3URROL rD 'O PM -/ENT LOOSE oNSULA'T ON 3F• LI.4aE TO LIVING >PC :E. \ VIRECT V£' T F IREPL4CE ) 11 l 3TAL L PE � i' ANu► =A( =TURF . RS p S / f PECIF, :A1 JN3 \ ()R G.iL 34 TUtS • :44C MRRoL 4D 0 6' AOC VE C RA -N SOURCE SPEC IFIC VENTILATION VEQUIREMENTS low KITCHEN EXE {"T FAN& TO BE " CJR'1, - E)IdAU&T FAN& SHALL BE FLOW RATED AT 25 WPCs. STATIC PRESSURE EXHAIJbT DUCT& $WALLA -W INSUL ATEp TOR 4 N UNCONDITIONED SPAC - EQUIPPED WITH A E AGKDRIPT DAMPE - TEWIINATE OUTSIDE THE IBUILDNG - COMPLY WITH BELOW MINIMUM SI'1OOTH HINPIU" I FLEX. MAXIMUM MAXIMUM NO. FAN CPM DUCT DiA IET1ER pUCT DIAMETER LENGTH OF ELBOWS 50 - i" ,. 1 61 ;a 3 CA IS-110 a l0" ; D' 3 110 -240 % lip .201 3 1. FOR LENGTHS OVER 20 FEET INCREASE DUCT C AMETER I INCH 2. FOR ELBOWS NU'18ERING MORE THAN 3 INCRE45E DUCT DIAMETER I INCH WHOLE WOUSE VENTILATION REQUIREMENTS: A 1" DIAMETER FRESH AIR INLET FOR 6ML)0T'H Dt CT AND 8' DIAMETER FOR FLEX DUCT SHALL ISE DUCTIED FROM I THE E> . T TO T14E FRESH AIR RETLRN PLENUM. THE FRESH AIR DUCT SHALL BE PROTECTED Ff2C."I TP4E ENTRY OF INSECTS, LEAVES, OR OTHER DEDRIS AND LOCATED 60 A3 NOT TO TAKE AIR FROMs -HAZARDOUS OR UNSANITARY LOCATIONS. -WHERE IT WILL PICK U!' OBJECTIONABLE ODORF3, Ft,IMES OR FLl"MBL- VPRb. - ROOM OR SPACE HAYING FUEL BURNING APF.IANCES THERIN. - ATT I C, CRAWL SPACE, OR GARae;E. - CLOSER THAN 10' FROM AN APPLNC OR PLM6G /ENT OUTLET, U14LE66 THE DUCT VENT OUTLET IS AT LEAST 3' ABOVE THE FRESa1 AIR INLET. -DUCT SHALL BE INSLT'D TO R -4 WHEN PA661NG TW4000+4 A C41ND'D SPACE. INLET DUCT SHALL BE EQUIPPED WITH A MOTORIZED DI`1PR THAT WILL OPEN WWEN THE VNTLTN FAN RELAY 16 ACTIVATED, AND RETAIN CLOSED AT ALL OTHER TIMES. IN ADDTN TO THE MOTORIZED OMPR, A MANUAL DMPR SET TO 35 -5 AIR C LANGES PER HOUR IS ALSO REQUIREo. • . l co THE TABLE 13ELOU THE AIR NTAKE DUCT Df1PR E ,4ALL BE SET W/M THIS RNCs E)04"T FANS MUST BE FLOW RATED AT 25 WL.40 MAX. IS 60NE RATING. READILY AC CSSBLE 24 HR C:LCK TMR OR DEI LW DISTAT 1 RELAY SHALL BE MSTLL'D ANV WIRED TO REGULATE THE RURN FAN, RELAY AND WHOLE HOU6E EXHAUST FAIL , - R.O. 5C�EDULE LEGEND MTERIOR DVORS SHALL BE INSTLL'D SO AS NOT TO IMPEDE TW MOVEMENT OF FRESH AIR TO ALL HABITABL E ROOM. , VENTILATION SYSTEM MUST BE P210FOMIANCE TESTED JUST PRIOR TO THE FINAL INSPECTION BY THE INSTALLER OR A QLPC THIRD PARTY, THE INLET DUCT SHALL BE LABELED WITH THE ACTUAL CFM5 MSR'D t A LETTER OF COMPLIANCE 614ALL BE AVAILABLE ON SITE FOR THE INSPECTOR BEFORE A CERTIFICATE OF OCCUPANCY WILL BE IWED. , VNTLTN /IND00R P41R CLTY fRa iNT5 ww. L«. PER TABLE 3 -2 - VENTILATION RATES FOR ALL GROUP R 1 OC CUPANCIE6 FOUR STORIES AND LE66 MlnlnuRl and Maxlmun Ve !Nation Ratds- CubIc Feet Per MwuW (CF } FLOOR BE MCOM AREA, ft2 ? WL P1ax. In. Ma x. MIn, 1% Mtn. Max. MNt Max. < SM 50 1S 65 X 80 120 S5 143 110 16b 501.1000 55 83 10 105 85 128 100 150 115 n3 1001.1500 60 w 15 113 � 105 1" 120 180 1501 -2000 M 80 120 � t 0 � R ca* co la 10 4-o' '* VO4 114to . ' 001 0 — �sgftoaomp.:, �Ak 9� F l A 12'x30'° AT C ACC ESS. 4EATNE 231 21F' 4 Ih3UI.ATE O7 R 1 ;) E aUi> L C =1L ING 1 N5ULA1 ON PROVI . WOCID 3URROL rD 'O PM -/ENT LOOSE oNSULA'T ON 3F• LI.4aE TO LIVING >PC :E. \ VIRECT V£' T F IREPL4CE ) 11 l 3TAL L PE � i' ANu► =A( =TURF . RS p S / f PECIF, :A1 JN3 \ ()R G.iL 34 TUtS • :44C MRRoL 4D 0 6' AOC VE C RA -N SOURCE SPEC IFIC VENTILATION VEQUIREMENTS DATWPk=MS, LAUNDRY ROOMS AND POKER RIG OP1 FANS TO DE 50 Cam^ KITCHEN EXE {"T FAN& TO BE " CJR'1, - E)IdAU&T FAN& SHALL BE FLOW RATED AT 25 WPCs. STATIC PRESSURE EXHAIJbT DUCT& $WALLA -W INSUL ATEp TOR 4 N UNCONDITIONED SPAC - EQUIPPED WITH A E AGKDRIPT DAMPE - TEWIINATE OUTSIDE THE IBUILDNG - COMPLY WITH BELOW MINIMUM SI'1OOTH HINPIU" I FLEX. MAXIMUM MAXIMUM NO. FAN CPM DUCT DiA IET1ER pUCT DIAMETER LENGTH OF ELBOWS 50 - i" ,. 1 61 ;a 3 80 -125 1' , . e4 ?Dl 3 IS-110 a l0" ; D' 3 110 -240 % lip .201 3 1. FOR LENGTHS OVER 20 FEET INCREASE DUCT C AMETER I INCH 2. FOR ELBOWS NU'18ERING MORE THAN 3 INCRE45E DUCT DIAMETER I INCH WHOLE WOUSE VENTILATION REQUIREMENTS: A 1" DIAMETER FRESH AIR INLET FOR 6ML)0T'H Dt CT AND 8' DIAMETER FOR FLEX DUCT SHALL ISE DUCTIED FROM I THE E> . T TO T14E FRESH AIR RETLRN PLENUM. THE FRESH AIR DUCT SHALL BE PROTECTED Ff2C."I TP4E ENTRY OF INSECTS, LEAVES, OR OTHER DEDRIS AND LOCATED 60 A3 NOT TO TAKE AIR FROMs -HAZARDOUS OR UNSANITARY LOCATIONS. -WHERE IT WILL PICK U!' OBJECTIONABLE ODORF3, Ft,IMES OR FLl"MBL- VPRb. - ROOM OR SPACE HAYING FUEL BURNING APF.IANCES THERIN. - ATT I C, CRAWL SPACE, OR GARae;E. - CLOSER THAN 10' FROM AN APPLNC OR PLM6G /ENT OUTLET, U14LE66 THE DUCT VENT OUTLET IS AT LEAST 3' ABOVE THE FRESa1 AIR INLET. -DUCT SHALL BE INSLT'D TO R -4 WHEN PA661NG TW4000+4 A C41ND'D SPACE. INLET DUCT SHALL BE EQUIPPED WITH A MOTORIZED DI`1PR THAT WILL OPEN WWEN THE VNTLTN FAN RELAY 16 ACTIVATED, AND RETAIN CLOSED AT ALL OTHER TIMES. IN ADDTN TO THE MOTORIZED OMPR, A MANUAL DMPR SET TO 35 -5 AIR C LANGES PER HOUR IS ALSO REQUIREo. • . l A WHOLE HOUSE EXHAUST FAN SHALL BE LCT'D M THE CEILING. SIZE PER THE TABLE 13ELOU THE AIR NTAKE DUCT Df1PR E ,4ALL BE SET W/M THIS RNCs E)04"T FANS MUST BE FLOW RATED AT 25 WL.40 MAX. IS 60NE RATING. READILY AC CSSBLE 24 HR C:LCK TMR OR DEI LW DISTAT 1 RELAY SHALL BE MSTLL'D ANV WIRED TO REGULATE THE RURN FAN, RELAY AND WHOLE HOU6E EXHAUST FAIL , - R.O. 5C�EDULE LEGEND MTERIOR DVORS SHALL BE INSTLL'D SO AS NOT TO IMPEDE TW MOVEMENT OF FRESH AIR TO ALL HABITABL E ROOM. , VENTILATION SYSTEM MUST BE P210FOMIANCE TESTED JUST PRIOR TO THE FINAL INSPECTION BY THE INSTALLER OR A QLPC THIRD PARTY, THE INLET DUCT SHALL BE LABELED WITH THE ACTUAL CFM5 MSR'D t A LETTER OF COMPLIANCE 614ALL BE AVAILABLE ON SITE FOR THE INSPECTOR BEFORE A CERTIFICATE OF OCCUPANCY WILL BE IWED. , VNTLTN /IND00R P41R CLTY fRa iNT5 ww. L«. PER TABLE 3 -2 - VENTILATION RATES FOR ALL GROUP R 1 OC CUPANCIE6 FOUR STORIES AND LE66 MlnlnuRl and Maxlmun Ve !Nation Ratds- CubIc Feet Per MwuW (CF } FLOOR BE MCOM AREA, ft2 ? WL P1ax. In. Ma x. MIn, 1% Mtn. Max. MNt Max. < SM 50 1S 65 X 80 120 S5 143 110 16b 501.1000 55 83 10 105 85 128 100 150 115 n3 1001.1500 60 w 15 113 w 135 105 1" 120 180 1501 -2000 65 98 80 120 95 143 110 Jbs 125 188 2001 -2800 10 105 8b 128 100 ISO 115 113 130 ft 2501 -3000 15 113 9D 135 105 158 120 180 135 203 3001 -35 00 60 120 W 143 110 163 125 188 140 210 3501.4000 88 128 100 I50 1190 1'13 130 Mb 145 218 4001 -5000 W 143 IIO 165 125 188 140 210 155 233 VEN71LATION TA5LE -2 PASSAGE W+2 0 x82 V2" RI - HEAT REGISTER 2 -I/2' X 12 -V4" BIFOLDS (5GL) W+I 1/4" x81 3/4" R2 - HEAT REGISTER 4 -1/4" X 12 -1/4" I RA BIRXPS (DBL) W+I "x81 3/4" R3 - HEAT REGISTER 2 - 1/2" X 10 - 1/4' MIRROR B/F WI "x81 3/4" • HEAT REGISTER 4 -1/4' X 10 -1/4' BIPA66 W(NET�c82 3/4" R5 . HEAT REGISTER 4 -1/4" X 14 -1/4" MIRROR 15/1 W(NET)x81 3/4" �Q. FT, POCKET {Ibc2.2'x83 1/2" HEAT REGISTERS 1 EE PER PLAN. LOCATE $Q. F:7, APPROx AS ESN- b" IN FROM EXTERIOR 8 4 WALLS t 3" N FWil INTERIOR WALLS. DRYER Ir1 "x4 1/2' RANGE 1 I/2 14 0 1/2" TI - TOWEL BAR * 4' -0" ASV. FINISH FLOOR OR 3 14"40 1/2" T'2 TOWEL BAR w 4' -b' ASV. FINISH FLOOR RIFY W/ HOOD FbQMNJ'6. T3 - TOWEL RING • 4' -6" ABV. FINISH FLOOR r 61 - WWACE TOILET PAPER HOLDER ' RTP - RECE66W TOILET PAPER HOLDER RAG • 30 - 1/2" X la -I/1" RETURN AIR • ?` , I -1/2" BELOW CEILING O►� RAF - 1 -1/2" OFF 5JB FLOOR MC - 14" X 24' R.D. (TYP.) MEDICINE CABINET R.O. 5C�EDULE LEGEND vj v IN u w N 0 01� (l N VJ Pq PC Orr v � u r U tr,a � uN� f'4n (� .� {� N sn i V/ V u •:. N v u 00 0 MM a4 R ton Y .t PER CHAPTER 6 PERSGIEIPTI VE RE QUIFW -EXTS 2 001 W.S•E -C. CLIMATE ZONE 1 - OPTION I I I GLAZING U- FACTOR: VERTICAL Us.40, OVERHirAC U••58 DOOR U- FACTOR; u•20 INSULATION. CEILING: R -38, VAULTED CEILING: R -30 ABOVE GRADE WALLS: R -21, BELOW GRADE WALLS: R -21 r (� FLOOR OVER VENTED CRAAIX. BPAC•E: R -::� v SLAB ON GRADE= RAC ENE RGY CODE 001`'1 FL IAN CE � •iu"r aw v,w PERCENT GLAZING CALCULATIONS: 335.58 ( &2 FT. GLAZING) U200%% 1610 (&a Ff. FLFc AREA) SQUARE FOOTAGE LOWER FLOOR to? 90 60. FT. MAIN FLOOR lbw SQ. FT. UPPER FLOOR NSA 50. FT. TOTAL kaoic �Q. FT, UNFIN15HED N/A $Q. F:7, GARAGE 435 5Q. F r. -fter 0 of rUKkA OCT ? AN4 J H � to • .. � .... •.... • ., i.... «•M.t�..wir.a►. -..r.. w .. • ... jiMy�: •l :. + � '� ' •` •.f�. •i ~ i1� .'�R'� Jy �� gfMr � y�. � c. � • �..�4v. -_ . ".L _.. i�tl► may, j r . or m r I\ O H � � N z 0 u 4� UPPER 11,00R PI., -k:N Project no.: 052504 Dtaar• by: As Dace Issued: 05/28, LAtat Revision: 10/18/04 SHEET NO: NEW � to • .. � .... •.... • ., i.... «•M.t�..wir.a►. -..r.. w .. • ... jiMy�: •l :. + � '� ' •` •.f�. •i ~ i1� .'�R'� Jy �� gfMr � y�. � c. � • �..�4v. -_ . ".L _.. i�tl► may, j r . or m wi t - SHALL CARRY MANPACTURERS ST44" vj -SHALL BE IN6TALLE✓ 4 BRACED TO MANUFtaCT:�ER5 SPECfFiCATION6 -WILL NOT BE FIELD ALTERED WITHOUT PRICE. E ILLI1rG � DEPARTMENT , i APPROVAL OF ENGINEERING CALCuLATION. =, -SHALL HAVE DESIGN DETAILS t DRAWINGS ON -_ ITE POR FRAMING iNSPECTION TRU55 NOTES >m on fts Mom P4 U GN 0 C o^ u� Im :, WE UFFE"R FLOOR 4 L ROCF FRAMING FL 4N 6CAL E : 1/ 4" . I' - O" .1 D 2� t 1 t v VS u r Y A • V � 1 J w � vN� rm 4J U �3 CN w z� i . '1r9� S .i � �w �+►.l•fir.�.• �r M4 . r.. :: v 4y . , ..�', O ♦.: oG V � � '4-0 0 Z C Lr 4 m CCU V UPPER FLOOR & LO%X'ER ROOF FRANU VG PLAN Pwjw no.: 052St14 Dawn by: As Date Issued: 05/28/04 [stot Revisiom 10118'04 SHEET !N O: .1 D 2� t 1 t v VS u r Y A • V � 1 J w � vN� rm 4J U �3 CN w z� i REVIEWED FOR ODDE COMPLIANCE AppROVEo Nov -8 2004 City Of Tukwila BUILDING DIMSION HANDRAIL t SUPPORTING. STRUCTURE TO BE CONT. HANDRAIL 34' TO CAPABLE OF WITH - — 3E ' ABOVE NOS IWs. STANDING AT LE T�,c HAND GRIP PORTION 200 POUNDS IED OF HANDRAIL SHALL BE IN ANY DI NCT LESS T14AN 1 1/4° NCR AT ANY ON MC FcE THAN 2" IN CROSS THE SE - TIONAL DIMENSION t " rE A SPACE OF 1 1/2 LH EETUEEN THE RAIL 1 ,uALL. RE TuFdd NAND RA ! L TO I 1 18 "N' • 1/4" KE .JE L POST JR WALL OPENINGS BETL E;EN TREAC S - RAILS TO BE LESS v� THAN 4' IREAD 0" MIN. z Ile SIMPSON Hu 'V NA►v�'sEl�r.3 pF T ' / ✓ -- :X4 NAILER � 2 TYPE 'X' G U. D. O , N a ITS ft 0 loop ! AZ WALLS 5ENEAT STA: (3) 2y11 STAIR JAC:K�, C' J NcYfC 4EG FOR TREADS 2X FI42Er�- LOC'.KIN4 * 1 AND ✓ BOT1 ::;I OF -A" • FIRLc15L OCK N3 REQJIIk2C ALONG ISTR :`.GE R BETIAZEN EA STUD 2X4 'REST BLOCK _ STA IR 5E C T I C l U E TA I.T.S. _.... 6410/%4 STAIR 1 1 1-i OL I . '1r9� S .i � �w �+►.l•fir.�.• �r M4 . r.. :: 1 Mrt ..r.. _, r. � ,. 4y . , ..�', O ♦.: oG V � � '4-0 F� lu NO J Z C Lr 4 REVIEWED FOR ODDE COMPLIANCE AppROVEo Nov -8 2004 City Of Tukwila BUILDING DIMSION HANDRAIL t SUPPORTING. STRUCTURE TO BE CONT. HANDRAIL 34' TO CAPABLE OF WITH - — 3E ' ABOVE NOS IWs. STANDING AT LE T�,c HAND GRIP PORTION 200 POUNDS IED OF HANDRAIL SHALL BE IN ANY DI NCT LESS T14AN 1 1/4° NCR AT ANY ON MC FcE THAN 2" IN CROSS THE SE - TIONAL DIMENSION t " rE A SPACE OF 1 1/2 LH EETUEEN THE RAIL 1 ,uALL. RE TuFdd NAND RA ! L TO I 1 18 "N' • 1/4" KE .JE L POST JR WALL OPENINGS BETL E;EN TREAC S - RAILS TO BE LESS v� THAN 4' IREAD 0" MIN. z Ile SIMPSON Hu 'V NA►v�'sEl�r.3 pF T ' / ✓ -- :X4 NAILER � 2 TYPE 'X' G U. D. O , N a ITS ft 0 loop ! AZ WALLS 5ENEAT STA: (3) 2y11 STAIR JAC:K�, C' J NcYfC 4EG FOR TREADS 2X FI42Er�- LOC'.KIN4 * 1 AND ✓ BOT1 ::;I OF -A" • FIRLc15L OCK N3 REQJIIk2C ALONG ISTR :`.GE R BETIAZEN EA STUD 2X4 'REST BLOCK _ STA IR 5E C T I C l U E TA I.T.S. _.... 6410/%4 STAIR 1 1 1-i OL I . '1r9� S .i � �w �+►.l•fir.�.• �r M4 . r.. :: 1 Mrt ..r.. _, r. � ,. 4y . , ..�', O ♦.: oG V � � '4-0 F� lu NO J Z C Lr CCU V UPPER FLOOR & LO%X'ER ROOF FRANU VG PLAN Pwjw no.: 052St14 Dawn by: As Date Issued: 05/28/04 [stot Revisiom 10118'04 SHEET !N O: A4 . , .» ... � .-.. ow-41. i.• ? �r+.Mfl.flrtw.+/�w ../IM�.o a. } y�� ��vi�t 1 �. r �Y . '1r9� S .i � �w �+►.l•fir.�.• �r M4 . r.. :: 1 Mrt ..r.. _, r. � ,. 4y . , ..�', or 1 1 MIDDLE HALF OF DIAPHRAGM (TYP 0 SIDE) A ---� N ; l j t ROOF P RA1"i I NCB FLAN !SCALE, im = I' - m" m 0 '"t!' r':' • ��A rr �... • , r,' 1�'1 . ..lr ... v.�\+:..ve. a.. ,. . a.::...., �.. � •Y►.. ..... � r... . � . .. ..... - .... - ... � .. - it i 1 ..r i I J o il -SHALL CARRY MANjFACTURERS STAMP - S$4ALL DE INSTALLED 4 BRACED TO MANUFACTUWR5 SPECIF •WILL NOT BE FIELD ALTERED WITHOUT PRIOR 01.- ILDING DEPARTMENT APPROVAL OF ENGINEERING CALCULATIONS -$HALL HAVE DE$1GN DETAIL$ 4 DRAWINGS ON SITE F:$R F IN RAMG 'N$PECTION TR1155 NOTE �•A� Hfr V 00 N U �� N J U1 • TOTAL VENT. %90'0. 1166 . 3.9 SF NET FREE 4d f� 300 v y 00% BY VENT. ABOVE EAVE 3.9 x .S 495 SF. VJ TOTAL VENTILATION P190vIDED: AF -5D ROQF JACK YEILDS Sm 14 NET FREE OR 35 SF f OF JACKS REQ'D. IS& VENTS OR ((p ) VENTS 35 EAVE VENTLTN (STANDARD) IZD LIN. FEET x 33 IN /0: =396 IN�a2.1b SF N '� EAVE VENTLTN (NWGO E322) LIN. FEE x 23 IN /LF ■ IN 1 = OF � N V. GABLE END VENT. PROVIDED (IF APPLICABLE) (m) x p INZ = OF � ^ �0's GAD1.E END VENT. PROVIDED (F APPLICAEBLE) ( 0 x 0 IN = (4 GAGABLE END VENT. PROVIDED (P APPLICABLE) (m) x 0 IN • $F � v N TOTAL so 8F T' taD GAB END VENT 15% EFFICIENT m 6F x 15 • m 8F s N N �jQTAL VENTILATIQN f=VID D: N ROOF JACKS= (6) x be IN = 2 .1 15F VJ EAVE VENTS= 215 SF GAPJLE END VENTS = m SF 426 SF PROVIDED > 3.9 5F REQUIRED w ROOF VE C G� w . �0 Z Cw . 0%0 w wow 7 ; NOT i PROVIDE VENT 5LOCKING E VERY 5AY C � Ol t N In } 4-; oc ,V Ch G4" ►� 4­0 - { N ., C a.r Y O (U � t REVIEWED FOR CODE COMPLIANCE NOV — 8 2004 (U City Of Tukwila BUILDING DIVISION •-� i i ROOF FRAMING 1�G PiAN on 0orEry r *;7L40 OC 2 c"p a— Project no.: 052504 IL Drmm bp: Ja• Nte Issued: 05128 LAftst Revision: 10/18,'01 SHEET NO: L� tH . r . _ ._. ..•.. w �C.�iM� ' afi1�'iiw+W`:�''��":.1r:'�jl i ::J;lG. + �ri �.�r"�' ,1 E ,, :. f fir.:; 1�lis� '+�"T,:4}ati4�+�C..,.a.«.'.i .. �' ..� .i� .... .� • , ..,,. �,,,, r 1 L 02 ' k . ., � J ' r`� 4x8 Of MIDDLE HALF OF DIAPHRAGM (TYP 0 SIDE) A ---� N ; l j t ROOF P RA1"i I NCB FLAN !SCALE, im = I' - m" m 0 '"t!' r':' • ��A rr �... • , r,' 1�'1 . ..lr ... v.�\+:..ve. a.. ,. . a.::...., �.. � •Y►.. ..... � r... . � . .. ..... - .... - ... � .. - it i 1 ..r i I J o il -SHALL CARRY MANjFACTURERS STAMP - S$4ALL DE INSTALLED 4 BRACED TO MANUFACTUWR5 SPECIF •WILL NOT BE FIELD ALTERED WITHOUT PRIOR 01.- ILDING DEPARTMENT APPROVAL OF ENGINEERING CALCULATIONS -$HALL HAVE DE$1GN DETAIL$ 4 DRAWINGS ON SITE F:$R F IN RAMG 'N$PECTION TR1155 NOTE �•A� Hfr V 00 N U �� N J U1 • TOTAL VENT. %90'0. 1166 . 3.9 SF NET FREE 4d f� 300 v y 00% BY VENT. ABOVE EAVE 3.9 x .S 495 SF. VJ TOTAL VENTILATION P190vIDED: AF -5D ROQF JACK YEILDS Sm 14 NET FREE OR 35 SF f OF JACKS REQ'D. IS& VENTS OR ((p ) VENTS 35 EAVE VENTLTN (STANDARD) IZD LIN. FEET x 33 IN /0: =396 IN�a2.1b SF N '� EAVE VENTLTN (NWGO E322) LIN. FEE x 23 IN /LF ■ IN 1 = OF � N V. GABLE END VENT. PROVIDED (IF APPLICABLE) (m) x p INZ = OF � ^ �0's GAD1.E END VENT. PROVIDED (F APPLICAEBLE) ( 0 x 0 IN = (4 GAGABLE END VENT. PROVIDED (P APPLICABLE) (m) x 0 IN • $F � v N TOTAL so 8F T' taD GAB END VENT 15% EFFICIENT m 6F x 15 • m 8F s N N �jQTAL VENTILATIQN f=VID D: N ROOF JACKS= (6) x be IN = 2 .1 15F VJ EAVE VENTS= 215 SF GAPJLE END VENTS = m SF 426 SF PROVIDED > 3.9 5F REQUIRED w ROOF VE C G� w . �0 Z Cw . 0%0 w wow 7 ; NOT i PROVIDE VENT 5LOCKING E VERY 5AY C � Ol t N In } 4-; oc ,V Ch G4" ►� 4­0 - { N ., C a.r Y O (U � t REVIEWED FOR CODE COMPLIANCE NOV — 8 2004 (U City Of Tukwila BUILDING DIVISION •-� i i ROOF FRAMING 1�G PiAN on 0orEry r *;7L40 OC 2 c"p a— Project no.: 052504 IL Drmm bp: Ja• Nte Issued: 05128 LAftst Revision: 10/18,'01 SHEET NO: L� tH . r . _ ._. ..•.. w �C.�iM� ' afi1�'iiw+W`:�''��":.1r:'�jl i ::J;lG. + �ri �.�r"�' ,1 E ,, :. f fir.:; 1�lis� '+�"T,:4}ati4�+�C..,.a.«.'.i .. �' ..� .i� .... .� • , ..,,. �,,,, r Wl COMP. ROOFING f E GOVT. METAL GUTTER OVER 5/4x8 FASCIA UPPER PLAT _ ic , - _..._..� _ ....,..._._ _......� _ CEDAR SHINGLES - --- IL Ix . __..._._.- ...____r__r...�.._....____..... _. - CORNER TRIM -- 7 7 7-77-- ie FLAT 2x3 TRIM i0 } _�.•.-..._., ..,._ .,._ - OVER 2xb TRIM UPPER FLOOR MAIN PLATE HORIZ. LAP SIDING t MAIN FLOOR 1 LEST ELEVATIO i 6CALE= I /4" . I' - m" COI"IP. ROOFING 0 i0 0� 4 UPPER PLATE CONT. METAL GUTTER OVER 5/4x8 FASCIA CEDAR SHINGLES lo- _ 7K lx3Ax4 CORNER TRIM FLAT 2x3 TRIM � � "___._ . _.._ -.._. _�... _...._ _._. .._..._ __ ..._...... ....- _.. _ ...�_ _ . �.....�__ .._. _._.._.._.._.. OVER 2xfv TRIM «. .. . -. .__ .._.._....._, _. . _ ., _..�.... .w- .•__..rr. _._,�r..wr —._.r ..._r..._._.• .._ ..+.— .w.._w_.._..r_ •- __...__— +r,�.. +. �_ - w ___...__. _. _ r_.... ..r _ _.r w... ....�.. . -.. .. ..._. -r. UPPER FLOOR MAIN PLATE ---- _ MAIN FL00%x _ — I RIG47 E&LE \/4T ION SCALE ip4" . I' • D" t- �ORII. LAP gIpINCs 0 co N li \� 1x2 TRIM OVER 12 2xlm BARGE 150. UPF•ER PLATE CEDAR SHINGLES T i I, _ 1 2xb WII 4C OW TRIM j - r 1x3 /ix4 C ORNER TRIM 9 FLAT 2x3 TRAM -- — - --- - _ _ OVER 2x6 TRIM NORIZ LAP 610ING FLAT 2x3 TRIM ' OVER 2x6 TRIM UPPER FLOOR CONT. METAL GUTTER OVER 5/4x8 FASCIA MAIN PLATE ; e ' • t MAIN FLOOR ` 4 5 • r FRONT E L E VA T I ON y. SCALE: 1/4" . 1' - m" op 2xIV SARICsE Bo. rp — UPPER PLATE , - ~ — - Ix3 ' x4 CRIER TRIM = 0 E T __.� HGRIZ. LAP SIDING MAIN PLATE T _ 0 REAR ELEVATION , MAIN FLOOR r_ orty� A Oct 2 ?14W rr 7 LA td oo 0 ^ � ~ N r r vc If trk l u • � N � U •, 3 ., •.. L � r . A 1 r -'7 i w N 4 U Q (Y ua n •y ! MM w' 96 4, Ai M'.Aw���Y. � ...�... •'�'1r.`. Ayw .s . ... .. AR; • .; � , t • �� i Of 4 r � r un • .� •I~ • (n c 04 C\ 4-J N Z . L o � U v �i ELEVATIONS i Project no.: 052504 Ihawrn bf )VA's Nte Issued: 05/28.`04 I stest Rcviskxt 10/18'04 SH EET NO: •y ! MM w' 96 4, Ai M'.Aw���Y. � ...�... •'�'1r.`. Ayw .s . ... .. AR; • .; � , t • �� i Of 4 a Q co CID f f t ROOF CONSTPL CT iON COMP. ROOFING 30• BLDG. PAPER 1/2" PLYWD. SN T'G 12 SCISbOR TRUSSES • 24" O.C. b� R - INSULATION (R -30 • VAULT) 4 MIL. U.Y. POLY. �• 5J8" GW.BD. UPPER PLATE MASTER k3EDROOM J o o . BAT UPPER FLOOR 9 dD FINISH FLOOR , 1/2" U.L. PLY • VINYL 3/4" T4G PLYW p. SUES -FLR (GLIDE 4 NAIL) 11 1/8" TJI FLOOR JOISTS I/2" GuJ$. UPPER FLOOR MAIN PLATE BE DROOM 4 EXTERIOR WALL • t Cs�IJ$. MAIN FLOOR 1J 2" R -21 BATT INSUL. t FINISH FLOOR 4 MIL UV RES. POLY 1/2" U.L. PLY • VINYL 1BEDR001" i 3 2x& STUDS • 16 O.G. ' 5/8" U.L. PLY • VINYL 1/Ib" 060 TO NRDWp. BLDG. PAPER 3/4" T/Cs PLYW'D. SUB -FLR SIDING PER ELEVATION )GLUE t NAIL) . 2x10 FLOOR JOISTS R -30 BATT INSUL. MAIN FLOOR !, A li 6 MIL. BLACK POLY. LAPPED 12 " • SEAMS AND UP FDN. WALL 12" 5ECTION 'A' SCALE: 1/4" + 1' - 0" r i SIDING PER gin." GYP. BD. SIDING PER 1/2" GYP 8p ELEVATIONS R - 21 BATT INSULATION ELEVATIONS 2X4 STUD: • '6" O.G. • DING R- 2 1 1 BATT INSULATION APERDING 2X6 STUDS • I6" O.0 PAPER 2X6 R 112 PLYWO. P TR SILL PLATE ?Xa PR T�2 5 LL PLATE y, 7X6 STUDS • I6" O.C. 2X BLOCKING I/? PL � WD. - SHEATHING W/ 1/2 "X i2' A$ • 48' O.G. 3WEATkw_s W/ 112 "X10" A$. • 48" 16 O.G. 2X6 F.T. SI_L PLATE 3 /4" T 1G PLYWOOD FLOOR JETS. • " O.G. t 12" FROr ENDS 4 12" FROM ENDS W/ A S. PER SNE ARWAA L 6CkEDULE 3/4" T dG PLYWOOD � 3/4" T 46; PL YWOOD GARACsE SLAB PRI VE FLOOR JC'IST� �J�..��� 4" SOLID PIPE R - BATT INSUL. 4" SOLID PIPE DER pLpy , T<xWT LINED •� TIGHT L INDEPENDENT OF INDEPENDENT OF ' 7 VA ` ?X FLOOR J5T8 • FOOTING DRAIN 4" CONIC. SLAB W ' • R - 30 BATT M FOOTING DRAIN �_, Al. GARAGE SL AB. L I& O.C. 4 GRANULAR FILL BEAM PER PLAN bX& WIRE MESH X -R -30 B�•TT INSULATI ` 0 4 CONT. BAR ? _. •4 GOVT BAR THICKEN SLAB •4 VERT BAR • 16" O.G. — �X•.��— �c"..._X_x I' - 12" • DOORS LL'' 4 " °� " BENC '� 3/4" PL�'U P - GUSSET POST 0 4 VERT. BAR 16" GEC. 12 "Xb" CONT. CIO EA. SIDE OF BEAM OR �I I - ± 6 MIL BLACK VAPOR X 0 4 CONT. BAR FOOTING 15ARR�ER LAP 12" • Q APPROVED MTL. GAP Mv 8E4"1S AND UP FG�N. uJAI.L I •4 VERT BAR • 16" O.G 6 M L. BL-ACK vAPc�¢ $IMP�N BETWEEN I POST i CONG BARRIER LAP 12" i POST g Pd44 • I '' •• b ONE STORY - • UP FDN WALL 12" • U �' • ' ''' •• 6" TWO $TORY dt+ PER FTG. A " " ? •4 C.ONT. BARS {" PER FTG. • • � ? •a C4NT• BARS � A# " CRAM DRAIN 2 0 4 CONT, BARS R FCN PLAN " • 3" 6" 3" ONE STORY " • 4" 6" 4" TWO STORY FOUNDATION DETAIL GARAGE FOUNDATION DETAIL FOUNDATION DETAIL GARAGE T E E RANGE DETAIL SPREAD FOOTING DET,41L N.T.S. 6CALE. 3/4 ".1' -0" T �rnr� tExT� Id• •S. I w �+r o 4 i 1' i j rr.�.►�.. � ..r►i ....w.... ,:a w .-.a.. �.. ..c yj/y� - r �.1�1 "� +:.'T �. �' 7t` v �.+i -• r, .'� '� " ` . "� , ,: t , ' i r Q 00 G1 1� v N a REVIEWED FOR CODE COMPLIANCE ADPROW70 NOV - 8 2004 City Of Tukwila BUILDING DIVISION LU 6) U OCT s ? Ax, � pftft ca re; Lu 0-- V LA v J o va I K 1 (� U lu VJ V v N v u� G� w � z w . C i • s t. 0� rr.�.►�.. � ..r►i ....w.... ,:a w .-.a.. �.. ..c yj/y� - r �.1�1 "� +:.'T �. �' 7t` v �.+i -• r, .'� '� " ` . "� , ,: i 4J Ln v u G!1 -Q Q 00 G1 v N -J Z 4- '' L i f w REVIEWED FOR CODE COMPLIANCE ADPROW70 NOV - 8 2004 City Of Tukwila BUILDING DIVISION LU 6) U OCT s ? Ax, � pftft ca re; Lu 0-- V LA v J o va I K 1 (� U lu VJ V v N v u� G� w � z w . C i • s t. 0� •3 . - - ... .. .•nrwne...w+ .r •ww.... «...._. .� ...r ..-. .. w+... -- +•. -_.r .w.�_w. w....wii•ri:�. -:w w...•..rr�..+wr�.a•� rr.�.►�.. � ..r►i ....w.... ,:a w .-.a.. �.. ..c yj/y� - r �.1�1 "� +:.'T �. �' 7t` v �.+i -• r, .'� '� " ` . "� , ,: i 4J Ln v u G!1 -Q Q 00 G1 v N -J Z 4- '' L O ti i cd v V •v i ELEVATIONS & SECTION Pruiect na: 052504 Dravn by: prs Date Issued: 05 /28/04 Drat Rcvu' m*m 10/18/04 SHEET NO: •3 . - - ... .. .•nrwne...w+ .r •ww.... «...._. .� ...r ..-. .. w+... -- +•. -_.r .w.�_w. w....wii•ri:�. -:w w...•..rr�..+wr�.a•� rr.�.►�.. � ..r►i ....w.... ,:a w .-.a.. �.. ..c yj/y� - r �.1�1 "� +:.'T �. �' 7t` v �.+i -• r, .'� '� " ` . "� , ,: STRUCTURAL NOTES: DF51(;N CRITTRIA: i . BU ILDING CODE 18C 2003 2. VERTICAL LOADS: ROOF FLOOR SNOW LOAD 25 psf LIVE LOAD 40 psf DEAD LOAD 15 psf 12 psf 3. LATERAL LOAD FORCES TRANSMITTED BY DIAPHRAGM ACTION TO SHEARWALLS AND THENCE TO FOUNDATION WHERE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE AND SLIDING FRICTION OF EARTH 4. LA TERAL WIND LOADS: 85 MPH EXPOSURE " B 5. SEISMIC SITE CLASS D. E =pQE + .2 SDS D p =1.5 (ASSUMED), SOIL TYPE D (ASSUMED) V= (1.2Ds /R)W, .2 SDS D NOT REQUIRED FOR WOOD SHEARWALLS PER ASCE7 -02- 9.5.2.6.4.3 S �• 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CONTRACT DRAWINGS. 2 DURNING THE CONSTRUCITON PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING AND GUYS IN ACCORDANCE w/ ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. ANY DEVIATION MUST BE APPROVED PRIOR TO ERECTION. 3 ALL ERCTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. ANY DEVIATION MUST BE APPROVED BY OSHA PRIOR TO ERECTION. 4. THE CONTRACTOR SHALL BE SOELLY RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND BE RESOLVED BEFORE PROCEEDING WITH THE WORK. 6. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIRICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ENGINEER. 7 ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT. 8. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE BUT WITHOUT GUARANTEE OR ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE ENGINEER SO THAT THE PROPER REVISIONS MAY BE MADE. MODIFICATIONS TO DETAILS OF CONSTRUCITON SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. FRA LING LUMBER: 1. fRAMING LUMBER SHALL BE HEM -FIR NO. 2; AND HEM -FIR NO. 2 FOR ALL TOP AND BOTTOM PLATES (GRADES ARE TYPICAL UNLESS OTHERWISE NOTED ON PLANS). LUMBER TO BE GRADE MARKED PER WCLIB SPECIFICATIONS. 2. STRUCTURAL SHEATHING SHALL BE APA RATED PLYWOOD. EXPOSURE 1, SHEATHING CONFORMING TO EITHER COMMERCIAL STANDARDS P51 -83. APA PRP -108, OR VOLUNTARY PRODUCT STANDARD PSE -92. PROVIDE MINIMUM OF 3 /a" EDGE DISTANCE ON ALL NAILS AND 1/8" EXPANSION JOINTS BETWEEN ALL PANEL EDGES. MINIMUM SHEATHING REQUIREMENTS ARE AS FOLLOWS: h ROOF SHEATHING TO BE 1532" C -D INT -APA RATED PLYWOOD WITH EXTERIOR GLUE, P.I. 24/0 USE 5 -PLY FOR PANELIZED ROOFS). NAILING 8d O 6 INCHES ON CENTER AT PANEL EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. SUBFLOORING TO BE 3/4" T&C C -D INT -APA RATED PLYWOOD WITH EXTERIOR GLUE , P.I. 48/24. GLUE AND NAIL WITH 10d AT 6 INCHES ON CENTER AT PANEL EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. 3. NAILING SHALL CONFORM TO TABLE 2304.9.1 OF THE INTERNATIONAL BUILDING CODE UNLESS NOTED OTHERWISE. USE COMMON NAILS THROUGHOUT UNLESS NOTED OTHERWISE. 4. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRITTING BY THE STRUCTURAL ENGINEER. 5 PROVIDE 2x2 WASHERS UNDER HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS (BEARING ON WOOC. BOLT HOLES SHALL BE NOMINAL DIAMTER OF BOLT PLUS 1/16" UNLESS OTHERWISE NOTED. LAG BOLT PILOT HOLES SHALL BE PRE - DRILLED TO 6OX OF THE NOMINAL DIAMETER OF THE LAG BOLT UNLESS OTHERWISE NOTED. ALL SILL PLATES SHALL BE BOLTED TO THE FOUNDATION WITH 5/8" MINIM JM DIAMETER BOLTS SPACED AT 48" o.c. MAXIMUM SPACING (EMBED 5" MIN. INTO CONCRETE OR MASONRY). SEE PLANS AND DETAILS FOR SPECIFIC REQUIREMENTS WHERE OCCUR. ALL FRAMING LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. (SEE NOTE 1 FOR MINIMUM GRADE INFORMATION) WIRE STAPLES WITH 7/16 CROWN MAY BE SUBSTITUTED DIRECTLY FOR COMMON NAIILS CALLED OUT ON STRUCTURAL PLANS: SHEARWALLS: 8d - 14 GAGE x 1 10d = 13 GAGE x 1- 1!2" DIAPHRAGMS: 6d - 15 GAGE x 1-1/2" f �� �� �� �� i ri.li �•�. �/� �� �� �► .�• � +� � ��. f� .r �� � .� �.`� r r.� ��►�� �� r� �� �. � .��. �� rr r � �. i � �,, SHEARWALL SCHEDULI ;_ _ ._._ ..._ _ .___.....__. - n + °'ir - - I mw �i - •- - -- HOL DO �' N ' ►C HF D1 TLE S ILL .'L/ f� E 3U MM LA T __ -- � SWWTUIN J + 1 N. (NV. O FRAMING I II I I II II I I �,� .�- I I ( I '�"'!'�"' Are N0�2 1t R JC (f7 M6E 1 N MIN D ZL 3/8 CDX 5 8 dia. t 48 o.c. 1 od 0 8 4.c. I II I I I I II I I I I I I I M�� t B LT OF AI _S �I NC rH IAN ONE FACE O 6 "o.c. d Q 12"o.c M/ 2x E'M FLA w/ 2x BTM PLATE I I I I( I II I I STF + STW1F _ 4 _ 16c 8 1 1 2 3/8 CDX 5/8 "(110. Q 48" o.c 1 O 6" ox. = I� �I _ I I I I I' I I I I I ST ►IDe �' STRAP a� 1 sc -" 8 ! 1 i /2" ONE FACE J O 4 "o.c. t d O 12 "o.c w %x E rM PU TE w; 2x ATM PLATE p -... g}-. -- - 15/32" COX 5 /8 azc. 3 - I �I I I I I J 11 J I I I I I I STE1D1 �_ _ RAF I' I'll 16c _� .._�. 1 1 /2" O 2 o.c 20d ®3 �.c. I STF iRJ _ STRAP d� 16c 10' 1 1 /2" ONE FACE 1 ►d O 4 "o .c O 12 *o w! 3x BTM. PV TE w/ 3x B TM PLATE I I I I I I ( I I I I I ( I I I STfI ► _ STRAP d 160 _ ' 14' 1 1 /20' 1 1- =�k = -� _ _ _ 15/32" CDX 5 /8''dic: 0 24" o.c (2) 20d O 3` o.c I I I I I I � = = - :4 1= _ = � I � STfIDI t•RJ STRAP .f : � 16d 1 � ` 1 1/2" ONE FACE 10d O 3 "o.c Od O 12`o.c. w/ , 3x BTM. PLC TE wJ 3x STM PLATE I I( I I I I I 1 1 , I I I I r I HD 5 3" D_ 5 8" D� i 1' "� 1 3/4 ZL _ _ 15/32 COX 5 dz, �O 24 o.c (2� 2Gd O 3 o.c I i ' I I -- I - -- I I I I I I !"- I I I I I HD' 3 i pIA 3/4 DIA 1 1 3/4" ONE FACE 1 Od O 2 "o. ® c. Od O 12 "o-C. w 3x 8 • .4. PU rE ry 3x BTM PLATE HDt3A 7 3" DIA 1 8" D. :_ 15/32" CDX t Od O 4 "o.c. Od O 12 "0. c. 5/8 "dig -® 16" o.c 5/8 "dia. O 16" o. F '" I� -- •=1 �_ -- -- I I I I I I I HD 1 OA 7 3 � D IA 4 )_7/ D1 1 I 1 3 4" II I ® EACH FACE CH FACE C H FACE w _ _ - -- -- - / .3x B M. P,.� TE w/ 3x BTM PLATE I I I I I I I I I I I' I I I I I HD 1 1 DLA _ 4Z1 DA 2 1 3 . / 15/32" COX 1 Od O 3"o.c. Od O 12 "o.c. 5 /8 "di O 12" ox 5 /8'dio. O 16" o I I I I I I I I I l l� I I � I _I HD :'OA ' 1" DI A_ A) i A 2 EACH FACE CH FACE CH FACE �/ 3x B'M. PLATE w/ 3x BTM. PLATE - _ _ _ '~ - - 14 -- -- " - " o.c. ( I I I ( I = =IF - - 1 I I r "I r - � PHL5- SD`, 3 5 3" D: 4 SDE 5/8 GW8 5 /8 "di . O 48" ox 16d O 16 PHI >6 -- SOS3 7 8'' GI4 ' 8 SDS 1 x ® ONE FACE d O 7 "o.c. d O 6" ox. w 3x BTIA. PLATE w 2K BTM. PLATE I � I I I I I I II I I I I I I I _ � - L_ _ PH[ ?8- 3D�3 7 8" Dz A '4� SDS 11• x l I H .EAR�I ALL NOTES: I I I I I E I I I I I I I I I I MS137 STRAP ( •2) 16 in l'ENTI F o z _G 3L. STU )_ E'IM ..U_ ST 1. ALL STUDS AND BLOCKING SHALL BE HF #2 ALL TC P WC BJTI )M I I I I I I I I I I I I MS i 4_ 8 ST RAFE (•.6) 16d in i C o. PLATES SHALL BE HF /2 ALL SHEATHING EDGES S+ IAL BE 13AC •CED = it I ` WITH 2x OR WIDER FRAMING UNLESS OTHERWIZE KOT► D (SEE NOTEJ2). - - -•+r -- -- 1_7 _ _ C 3L. STU F IM _ - - �Q S T SHEATHING MAY BE INSTALLED EITHER HORIZONTAL, Y )R VERTICALLY. M N i y MS160 STRAP (')6) 16c - I;ENTl.F oil _ _ 141A 0 ST _ 2. WHERE SHEATHING NAILING IS A ® OR GREATER, FOINDATION 31LL PLATES N ^ • 4" AND ALL FRAMING MEMBERS RELIEVING EDGE NIAU VG FROM AB JTTING PANELS Ir+-� E rt G • KIFD BY ZONE FOUR -- USE 1 /� x 3> 3 SHALL NOT BE LESS THAN A SINGLE 3 -INCH NOM NA:. MEMBER AND SILL PLATES M ``' IH PU TE ' T 90TTOM OF Ar.CF OR BOI t NOT BE LESS THAN A SINGLE 3 -INCE NOMINAL MI ME ER. M N � TWO 2X BOTTOM PLATES MAY BE SUBSTITUTED F OR A SINGLE .,X BOTTOM - - - - - - --- - - - - -- -- 1. ALL 1 HRE kD BOLTS SH „LL CONFORM TO ASTM i ,3U '. E ,ItE �' ;PIIC PLATE WHEN APPLICABLE. R �LJS vS. (LING F 3. NAILING CRITERIA IS BASED ON U13C TABLE 23 -II- ; FOR CC P�YWOOC AND HF #? -- - -- ---- -- ---- -- - -- -- - - ?. MIN. "OK :RE "E COUPh �S� IVE STItEN;lri IC =2,`_ JOpsi. FRAMING. WIRE STAPLES MAY BE SUBSTITUTED AS UUI -IN ED IN rHIE STRUCTURAL F•, DOUBLE TC .� PLATE w/ EDk E NAILIN( ST <GGE R ) J OP PL TE SF _ICE AP 4 J ti IN! IOM C CE NOTES. OTHER SUBSTITUTIONS M JST BE VERIFIED 11`1 V, RITING B i THE STRL. ENGINEER. � EE Sh TAR •VAL L SCHEDULE FOR LUMt iEF C RAI: - ) ' _ 3. HE-14 a, ► a2c A & 1` D 1: REQUIRE A 3x Mz P( 3T SIZE, U.N.O. - O v STUD 4. HOLDOWNS AND OTHER CONNEC11ONS MAY BE REC AR. -D AT THE ENDS OF MANY B E DGE NAIL((IG AT ALL PANEL EDGES. 3A ;K w ' SHEARWALLS. SIZES AND LOCATIONS OF THESE CC ,NE :TORS AR_ INDICATED ON 0 / (G i0L' 4V EF SCI EDl LE D PL N MINIM JM 3DGE DISI >NC ; iHGWN IS FOR r 0 �M: D CONCRETE : x SLOCKW G OR BACKING EXPO AEG TO SOIL I )R VE, .TH_R. 7 0.R CONCF ETI C 4ST AGAINST THE PLANS. REFER TO THE APPROPRIATES CONNECT )R DETAILS FOR ADDIONAL EDGE NAILING TO HOLDOWN POST (FL L-L H:IGF rj (H) .00 ?DI ,AT A L S UD AN I PLATE. S12 :S SOIL PR( ilDt 3" C _EA 1 J ANC(,OF 13017. „ ' INFORMATION REGARDING ANCHOR BOLTS, EMBLDMI 'VT LENGTH, LTC. � ;HE ,R% ALz SC LED )LE RFQUIR .M d T5 5 ANCHOR BOLTS MUST BE EMBEDED INTC CON( RE7 0.2 GROUTED CMU A MINIMUM 0`;TUDS O 16" ox. b. NAILS TIC HOLDOWN PC 3T1 SHALE BE 10d CuF.m AOtj. (16d SINKERS OF 7 AND SHALL BE PLACED TO PROVIDED A III 41MI IM OF 2" GROUTED CLEAR' F .T. SILL P -ATE w/ EDG NALINC do aN ; H )R (DJ :DG, h ENO Kil .G G ,T j T U ) )S 'OS S. RIM ST :DS MAY 3E JSED WITH PF OF WRITTEN AFPORJAL 3Y rHE STRUCTURAL S F OF FORMED CONCRETE (PROVIDED 3' C!_EAR F3R CONCRETE CAST u00S PC R SHEARWALL SCHEDULI: (F RU /ICE ENGINE:EF ). • A MINIMUM OF 5 /8 "dio ANCHOR BOL I'S 6. ALL MACHINE BOLTS (M.B.) SHALL BE ASTM A307 OR BETTER (NOTE: HILTI 48 o.c., E ABEDED 7 MIN.) KWIK BOLTS OF THESE SAME DIAMETER AS SHOWN Ab )VE, MAY BE USED }' IN EXISTING CONCRETE. BOLTS SHALL BE EMBEDED A AINIMLIM OF 5 INTO STND• SMEARWALL F I I VAL N ' EXISTING CONRETE.) t I >- -H A.DOWN PuST PCP PLAT TRIM STUD WHERE (. - 1x MI 4 .; SE NOTE REO'D. FOR FLLSA 110111 FINISH --P ZE' SURE 7REF rF!) Sit! -LA 'E F R 3HEARV► S :HEE ul': ,MIN.; r G L w - - L M zEA 3 8 )LT AND Et Bf )M..N _ l z_N TH PI R t.CHE )ULE z .ME __L W TH F VC Of -I "H 320 )" Ei3OXN. (IC 34; F t PORT N ) 4 39 2) HU)LDOWN A f L k 7. AN ACCEPTABLE ALTERNATE FOR APA RATED 15132 C[ X SHLAT► ING N •T•�• 1 R» a L , e « IS THE 15/32 ORIENTED STRAND BOARD (OSB). ' 8. USE 2 "X2 "X3/16 WASHER OVER ALL ANCHOR BOLT. .. --- -2x BLOCKING Z \ >✓ SHEATHING do NAILING . STRAP IN LIEU OF o \ PE R SCHEDULE /PLAN HOLDOWN WHERE :• OCCURS (BEND •• a •, - PREMANUFACATURED I , tXCESS AROUND BEAM) . \ ROOF TF'USSES PER POST & a ROOF TRUSS - ( PLAN HOLDOWN W PER PLAN PER PLAN � I HEADER PER PLAN • J •� \ t f a li • VIAPH 5 16d lit • •• NAILING *A / \ \ / EA END N -CLEAR XIM 'VERY 2x BETVYEE // !a te 1 3d O 8 "o.c. --,w • : ! -2: Cr nT BLOC K i NG TC P /130TTOM _ _ - - -, - Y It �. I ,w A3 = 2 <" BIOCI:ING TYP♦ -� k NG STUD TO �2x TRIM AS REV D. 30 min. ox. _ -- _- REBAR '* r EA SIDE OF F )S1 \-- BEARING PLATE LENGTH SHEA ALL -� i •TR US` " • r 1/4 x 4 x 4 EDGE NAILII JG / F ;OF TO W ON (f4 REFAR ALL 1 i 4 t �. ' IN SHEAR CONE -'h- 2 BLGLKIriG --- 6LOCKINC CONNECTION ` IN "MIN. Rl:BAi? PER SCHEDULE / PLAN SIMPSON MS 48 EACH E ND (BEND EXCESS LI NCITH �QT C )U6LE T(P a AROUND HEADER) VENTIL, Tk)N ;4A( Et RE( UIRi ) F.ATE " PT BL( C} NG VERIF t ME HOC N 5r1EAF WALL_ NAILING 1/2 MIN. POST & HOLDOWN FROM CORNER E NC•INE EF PR 0 2 Tz i & SHEATH NC, PER "Of STR: 2i i .4. STUDS & ` PFCItIG , BELOW PER PLAN _ PER PL•�N � SCHEDULE / PLAN . RIM JOIST f INTER1014 S STANDARD INSTAL. SIlWIPS(J►N 'S'Y'HD14RJ' � 15 H 1� 1� �:�'V� �_l ��� r� � � � � . ( �hl�. _ ERI'. �C+U �R.()QF TRUSS HOLDOWN ABOVE HEADER � av oi�rha�r�r�a.a. �,vi�i��L11V1�_________ /1 rN� � N11EARAVAIL CONN. n 9 JI07.TS. FND / SHEARWALL CONN FOL ND/ TIGN - ----�- SIZE 41 iD ANCHOR 8 L 1 FOOT WASHED JOIST PERPENDICULAR & 2!Ll O L ST PARiLLLI✓L EXTERIOR JOTS T PA LU L EL - IN ; E &10R P" Pl 4N SPAC �N ;) PEA GR AVEL & DRAIN A '�.:� - i- -- i ----- TO DAN L IGHT OR - FL ()OR JOIST T O S HE� IZ`VVA L L C � � '� AP � R0� E 0 OUT FALL. ► t) N.TS. N. f.5. N.T.S. �l.TS. 2x6 P.T. HF #2 w/ DIAPHRA GM tiAF. A AGF � - DIAPHRAk M ED ;E � ;•HEARWALL 5�3" di.:. A.B. O EDGE NAILING ,EDGE ;Ali N NAILING E'ER PLAN 4 -0" u.c. (MAX.) H2 BE "WE .N L�Q��: " ► `. 24 DIAPHRAGM J 16d O 3" o.;,. 16d a 8' o - SLC vG SEE AFCH.TE( TUFAL -16d s O 8 o.c. E.ACKFILL w/ 4 0 24" o c. N EDGE NAILING DRA.wIN,S FC' _A 4 VOROUS MATERIAL �"I SHEARWALL SHEAHWi%LL J G (3) 10d SHEAPWAL L - �(3 ;, 101 _ - FLCOR JO ST SCREENED VE NT 35 8 ox. (TYPICAL) EDGE NAILING 16d O 8" o.c. El ELF N /JLIN �� PEI. B OC PEF P Ah REOUIR MI.NT , JOIST TO P1 ATE SLAB PER PLAN PER BLOCK EDC E 'VAI• _IN F EDUCE SPAC (4 PLC. TYP.) (4 F -C. Tl'F T 12" O.c. FOR .; � • ` � BREAK SHEATHING BF EA.< SH&,THING� � ON BLOCKING OR Ors bLOz'KING O SHEARWALL EDGE NC. WALL PER RIM JOIST ONLY RI A JOIST C.INLY x UkN - HOOK VENT. - - NAILING •:�' -6" INTO FOOTING AS JOIST PER PLAN I 2x BLOCKING ----- I _- SHOWN 2x BLOCK NG (3 BAYS) 2 E _0� KItiG (2 BASS) (OP RIM JOIST - - ~ • '% IDTING PER PLAN O 48" ox. w A35 TO 4 4' " •.c A35 O 48" o.c. PLATE & H2 BETWEEN 2 - 16d NAILS RWALL 'fU EA. JOIST SEE S AD p ) S PLATE � \ -4" PERF. PLASTIC RIPE CHEL,t ALE r H 5 PIPE -CENTER IN AI ...,. HOLDOWN SCHEDULE 1 W ANCHOR 0 T THRU BOLTS OR NAILS EMBEDMI:N L NGT1+ _ 1 N E1 JI1 T, Ah :E 0 5 8' DIA. 2 5 8 DIA. 6 1/4 ' 1 _ 1z ~` HD5A 3/ 4 DIA. 2 3 4" DIA. 7 112" 1 3 4" M 718 DIA. 3 L/8* DIA. 10 1 2' HD1OA 7/8 DIA. 4 7 8" D IA 13" 1 16" 1 3, 4_ 2 _ 3 , 1 4 " 2 HD14A 1" DIA. 4 1" DIA. h0 :'OA 3 1 1/4 D 4 1" DIA. HD1 5 3 1 1Z4" D 5 1 DIA. 1 6 1/4' 6 1/ 4" f �� �� �� �� i ri.li �•�. �/� �� �� �► .�• � +� � ��. f� .r �� � .� �.`� r r.� ��►�� �� r� �� �. � .��. �� rr r � �. i � �,, SHEARWALL SCHEDULI ;_ _ ._._ ..._ _ .___.....__. - n + °'ir - - I mw �i - •- - -- HOL DO �' N ' ►C HF D1 TLE S ILL .'L/ f� E 3U MM LA T __ -- � SWWTUIN J + 1 N. (NV. O FRAMING I II I I II II I I �,� .�- I I ( I '�"'!'�"' Are N0�2 1t R JC (f7 M6E 1 N MIN D ZL 3/8 CDX 5 8 dia. t 48 o.c. 1 od 0 8 4.c. I II I I I I II I I I I I I I M�� t B LT OF AI _S �I NC rH IAN ONE FACE O 6 "o.c. d Q 12"o.c M/ 2x E'M FLA w/ 2x BTM PLATE I I I I( I II I I STF + STW1F _ 4 _ 16c 8 1 1 2 3/8 CDX 5/8 "(110. Q 48" o.c 1 O 6" ox. = I� �I _ I I I I I' I I I I I ST ►IDe �' STRAP a� 1 sc -" 8 ! 1 i /2" ONE FACE J O 4 "o.c. t d O 12 "o.c w %x E rM PU TE w; 2x ATM PLATE p -... g}-. -- - 15/32" COX 5 /8 azc. 3 - I �I I I I I J 11 J I I I I I I STE1D1 �_ _ RAF I' I'll 16c _� .._�. 1 1 /2" O 2 o.c 20d ®3 �.c. I STF iRJ _ STRAP d� 16c 10' 1 1 /2" ONE FACE 1 ►d O 4 "o .c O 12 *o w! 3x BTM. PV TE w/ 3x B TM PLATE I I I I I I ( I I I I I ( I I I STfI ► _ STRAP d 160 _ ' 14' 1 1 /20' 1 1- =�k = -� _ _ _ 15/32" CDX 5 /8''dic: 0 24" o.c (2) 20d O 3` o.c I I I I I I � = = - :4 1= _ = � I � STfIDI t•RJ STRAP .f : � 16d 1 � ` 1 1/2" ONE FACE 10d O 3 "o.c Od O 12`o.c. w/ , 3x BTM. PLC TE wJ 3x STM PLATE I I( I I I I I 1 1 , I I I I r I HD 5 3" D_ 5 8" D� i 1' "� 1 3/4 ZL _ _ 15/32 COX 5 dz, �O 24 o.c (2� 2Gd O 3 o.c I i ' I I -- I - -- I I I I I I !"- I I I I I HD' 3 i pIA 3/4 DIA 1 1 3/4" ONE FACE 1 Od O 2 "o. ® c. Od O 12 "o-C. w 3x 8 • .4. PU rE ry 3x BTM PLATE HDt3A 7 3" DIA 1 8" D. :_ 15/32" CDX t Od O 4 "o.c. Od O 12 "0. c. 5/8 "dig -® 16" o.c 5/8 "dia. O 16" o. F '" I� -- •=1 �_ -- -- I I I I I I I HD 1 OA 7 3 � D IA 4 )_7/ D1 1 I 1 3 4" II I ® EACH FACE CH FACE C H FACE w _ _ - -- -- - / .3x B M. P,.� TE w/ 3x BTM PLATE I I I I I I I I I I I' I I I I I HD 1 1 DLA _ 4Z1 DA 2 1 3 . / 15/32" COX 1 Od O 3"o.c. Od O 12 "o.c. 5 /8 "di O 12" ox 5 /8'dio. O 16" o I I I I I I I I I l l� I I � I _I HD :'OA ' 1" DI A_ A) i A 2 EACH FACE CH FACE CH FACE �/ 3x B'M. PLATE w/ 3x BTM. PLATE - _ _ _ '~ - - 14 -- -- " - " o.c. ( I I I ( I = =IF - - 1 I I r "I r - � PHL5- SD`, 3 5 3" D: 4 SDE 5/8 GW8 5 /8 "di . O 48" ox 16d O 16 PHI >6 -- SOS3 7 8'' GI4 ' 8 SDS 1 x ® ONE FACE d O 7 "o.c. d O 6" ox. w 3x BTIA. PLATE w 2K BTM. PLATE I � I I I I I I II I I I I I I I _ � - L_ _ PH[ ?8- 3D�3 7 8" Dz A '4� SDS 11• x l I H .EAR�I ALL NOTES: I I I I I E I I I I I I I I I I MS137 STRAP ( •2) 16 in l'ENTI F o z _G 3L. STU )_ E'IM ..U_ ST 1. ALL STUDS AND BLOCKING SHALL BE HF #2 ALL TC P WC BJTI )M I I I I I I I I I I I I MS i 4_ 8 ST RAFE (•.6) 16d in i C o. PLATES SHALL BE HF /2 ALL SHEATHING EDGES S+ IAL BE 13AC •CED = it I ` WITH 2x OR WIDER FRAMING UNLESS OTHERWIZE KOT► D (SEE NOTEJ2). - - -•+r -- -- 1_7 _ _ C 3L. STU F IM _ - - �Q S T SHEATHING MAY BE INSTALLED EITHER HORIZONTAL, Y )R VERTICALLY. M N i y MS160 STRAP (')6) 16c - I;ENTl.F oil _ _ 141A 0 ST _ 2. WHERE SHEATHING NAILING IS A ® OR GREATER, FOINDATION 31LL PLATES N ^ • 4" AND ALL FRAMING MEMBERS RELIEVING EDGE NIAU VG FROM AB JTTING PANELS Ir+-� E rt G • KIFD BY ZONE FOUR -- USE 1 /� x 3> 3 SHALL NOT BE LESS THAN A SINGLE 3 -INCH NOM NA:. MEMBER AND SILL PLATES M ``' IH PU TE ' T 90TTOM OF Ar.CF OR BOI t NOT BE LESS THAN A SINGLE 3 -INCE NOMINAL MI ME ER. M N � TWO 2X BOTTOM PLATES MAY BE SUBSTITUTED F OR A SINGLE .,X BOTTOM - - - - - - --- - - - - -- -- 1. ALL 1 HRE kD BOLTS SH „LL CONFORM TO ASTM i ,3U '. E ,ItE �' ;PIIC PLATE WHEN APPLICABLE. R �LJS vS. (LING F 3. NAILING CRITERIA IS BASED ON U13C TABLE 23 -II- ; FOR CC P�YWOOC AND HF #? -- - -- ---- -- ---- -- - -- -- - - ?. MIN. "OK :RE "E COUPh �S� IVE STItEN;lri IC =2,`_ JOpsi. FRAMING. WIRE STAPLES MAY BE SUBSTITUTED AS UUI -IN ED IN rHIE STRUCTURAL F•, DOUBLE TC .� PLATE w/ EDk E NAILIN( ST <GGE R ) J OP PL TE SF _ICE AP 4 J ti IN! IOM C CE NOTES. OTHER SUBSTITUTIONS M JST BE VERIFIED 11`1 V, RITING B i THE STRL. ENGINEER. � EE Sh TAR •VAL L SCHEDULE FOR LUMt iEF C RAI: - ) ' _ 3. HE-14 a, ► a2c A & 1` D 1: REQUIRE A 3x Mz P( 3T SIZE, U.N.O. - O v STUD 4. HOLDOWNS AND OTHER CONNEC11ONS MAY BE REC AR. -D AT THE ENDS OF MANY B E DGE NAIL((IG AT ALL PANEL EDGES. 3A ;K w ' SHEARWALLS. SIZES AND LOCATIONS OF THESE CC ,NE :TORS AR_ INDICATED ON 0 / (G i0L' 4V EF SCI EDl LE D PL N MINIM JM 3DGE DISI >NC ; iHGWN IS FOR r 0 �M: D CONCRETE : x SLOCKW G OR BACKING EXPO AEG TO SOIL I )R VE, .TH_R. 7 0.R CONCF ETI C 4ST AGAINST THE PLANS. REFER TO THE APPROPRIATES CONNECT )R DETAILS FOR ADDIONAL EDGE NAILING TO HOLDOWN POST (FL L-L H:IGF rj (H) .00 ?DI ,AT A L S UD AN I PLATE. S12 :S SOIL PR( ilDt 3" C _EA 1 J ANC(,OF 13017. „ ' INFORMATION REGARDING ANCHOR BOLTS, EMBLDMI 'VT LENGTH, LTC. � ;HE ,R% ALz SC LED )LE RFQUIR .M d T5 5 ANCHOR BOLTS MUST BE EMBEDED INTC CON( RE7 0.2 GROUTED CMU A MINIMUM 0`;TUDS O 16" ox. b. NAILS TIC HOLDOWN PC 3T1 SHALE BE 10d CuF.m AOtj. (16d SINKERS OF 7 AND SHALL BE PLACED TO PROVIDED A III 41MI IM OF 2" GROUTED CLEAR' F .T. SILL P -ATE w/ EDG NALINC do aN ; H )R (DJ :DG, h ENO Kil .G G ,T j T U ) )S 'OS S. RIM ST :DS MAY 3E JSED WITH PF OF WRITTEN AFPORJAL 3Y rHE STRUCTURAL S F OF FORMED CONCRETE (PROVIDED 3' C!_EAR F3R CONCRETE CAST u00S PC R SHEARWALL SCHEDULI: (F RU /ICE ENGINE:EF ). • A MINIMUM OF 5 /8 "dio ANCHOR BOL I'S 6. ALL MACHINE BOLTS (M.B.) SHALL BE ASTM A307 OR BETTER (NOTE: HILTI 48 o.c., E ABEDED 7 MIN.) KWIK BOLTS OF THESE SAME DIAMETER AS SHOWN Ab )VE, MAY BE USED }' IN EXISTING CONCRETE. BOLTS SHALL BE EMBEDED A AINIMLIM OF 5 INTO STND• SMEARWALL F I I VAL N ' EXISTING CONRETE.) t I >- -H A.DOWN PuST PCP PLAT TRIM STUD WHERE (. - 1x MI 4 .; SE NOTE REO'D. FOR FLLSA 110111 FINISH --P ZE' SURE 7REF rF!) Sit! -LA 'E F R 3HEARV► S :HEE ul': ,MIN.; r G L w - - L M zEA 3 8 )LT AND Et Bf )M..N _ l z_N TH PI R t.CHE )ULE z .ME __L W TH F VC Of -I "H 320 )" Ei3OXN. (IC 34; F t PORT N ) 4 39 2) HU)LDOWN A f L k 7. AN ACCEPTABLE ALTERNATE FOR APA RATED 15132 C[ X SHLAT► ING N •T•�• 1 R» a L , e « IS THE 15/32 ORIENTED STRAND BOARD (OSB). ' 8. USE 2 "X2 "X3/16 WASHER OVER ALL ANCHOR BOLT. .. --- -2x BLOCKING Z \ >✓ SHEATHING do NAILING . STRAP IN LIEU OF o \ PE R SCHEDULE /PLAN HOLDOWN WHERE :• OCCURS (BEND •• a •, - PREMANUFACATURED I , tXCESS AROUND BEAM) . \ ROOF TF'USSES PER POST & a ROOF TRUSS - ( PLAN HOLDOWN W PER PLAN PER PLAN � I HEADER PER PLAN • J •� \ t f a li • VIAPH 5 16d lit • •• NAILING *A / \ \ / EA END N -CLEAR XIM 'VERY 2x BETVYEE // !a te 1 3d O 8 "o.c. --,w • : ! -2: Cr nT BLOC K i NG TC P /130TTOM _ _ - - -, - Y It �. I ,w A3 = 2 <" BIOCI:ING TYP♦ -� k NG STUD TO �2x TRIM AS REV D. 30 min. ox. _ -- _- REBAR '* r EA SIDE OF F )S1 \-- BEARING PLATE LENGTH SHEA ALL -� i •TR US` " • r 1/4 x 4 x 4 EDGE NAILII JG / F ;OF TO W ON (f4 REFAR ALL 1 i 4 t �. ' IN SHEAR CONE -'h- 2 BLGLKIriG --- 6LOCKINC CONNECTION ` IN "MIN. Rl:BAi? PER SCHEDULE / PLAN SIMPSON MS 48 EACH E ND (BEND EXCESS LI NCITH �QT C )U6LE T(P a AROUND HEADER) VENTIL, Tk)N ;4A( Et RE( UIRi ) F.ATE " PT BL( C} NG VERIF t ME HOC N 5r1EAF WALL_ NAILING 1/2 MIN. POST & HOLDOWN FROM CORNER E NC•INE EF PR 0 2 Tz i & SHEATH NC, PER "Of STR: 2i i .4. STUDS & ` PFCItIG , BELOW PER PLAN _ PER PL•�N � SCHEDULE / PLAN . RIM JOIST f INTER1014 S STANDARD INSTAL. SIlWIPS(J►N 'S'Y'HD14RJ' � 15 H 1� 1� �:�'V� �_l ��� r� � � � � . ( �hl�. _ ERI'. �C+U �R.()QF TRUSS HOLDOWN ABOVE HEADER � av oi�rha�r�r�a.a. �,vi�i��L11V1�_________ /1 rN� � N11EARAVAIL CONN. n 9 JI07.TS. FND / SHEARWALL CONN FOL ND/ TIGN - ----�- SIZE 41 iD ANCHOR 8 L 1 FOOT WASHED JOIST PERPENDICULAR & 2!Ll O L ST PARiLLLI✓L EXTERIOR JOTS T PA LU L EL - IN ; E &10R P" Pl 4N SPAC �N ;) PEA GR AVEL & DRAIN A '�.:� - i- -- i ----- TO DAN L IGHT OR - FL ()OR JOIST T O S HE� IZ`VVA L L C � � '� AP � R0� E 0 OUT FALL. ► t) N.TS. N. f.5. N.T.S. �l.TS. 2x6 P.T. HF #2 w/ DIAPHRA GM tiAF. A AGF � - DIAPHRAk M ED ;E � ;•HEARWALL 5�3" di.:. A.B. O EDGE NAILING ,EDGE ;Ali N NAILING E'ER PLAN 4 -0" u.c. (MAX.) H2 BE "WE .N L�Q��: " ► `. 24 DIAPHRAGM J 16d O 3" o.;,. 16d a 8' o - SLC vG SEE AFCH.TE( TUFAL -16d s O 8 o.c. E.ACKFILL w/ 4 0 24" o c. N EDGE NAILING DRA.wIN,S FC' _A 4 VOROUS MATERIAL �"I SHEARWALL SHEAHWi%LL J G (3) 10d SHEAPWAL L - �(3 ;, 101 _ - FLCOR JO ST SCREENED VE NT 35 8 ox. (TYPICAL) EDGE NAILING 16d O 8" o.c. El ELF N /JLIN �� PEI. B OC PEF P Ah REOUIR MI.NT , JOIST TO P1 ATE SLAB PER PLAN PER BLOCK EDC E 'VAI• _IN F EDUCE SPAC (4 PLC. TYP.) (4 F -C. Tl'F T 12" O.c. FOR .; � • ` � BREAK SHEATHING BF EA.< SH&,THING� � ON BLOCKING OR Ors bLOz'KING O SHEARWALL EDGE NC. WALL PER RIM JOIST ONLY RI A JOIST C.INLY x UkN - HOOK VENT. - - NAILING •:�' -6" INTO FOOTING AS JOIST PER PLAN I 2x BLOCKING ----- I _- SHOWN 2x BLOCK NG (3 BAYS) 2 E _0� KItiG (2 BASS) (OP RIM JOIST - - ~ • '% IDTING PER PLAN O 48" ox. w A35 TO 4 4' " •.c A35 O 48" o.c. PLATE & H2 BETWEEN 2 - 16d NAILS RWALL 'fU EA. JOIST SEE S AD p ) S PLATE � \ -4" PERF. PLASTIC RIPE CHEL,t ALE r H 5 PIPE -CENTER IN AI ...,. HOLDOWN SCHEDULE MODEL ANCHOR 0 T THRU BOLTS OR NAILS EMBEDMI:N L NGT1+ _ 1 N E1 JI1 T, Ah :E HD2A 5 8' DIA. 2 5 8 DIA. 6 1/4 ' 1 _ 1z ~` HD5A 3/ 4 DIA. 2 3 4" DIA. 7 112" 1 3 4" HD8A 718 DIA. 3 L/8* DIA. 10 1 2' HD1OA 7/8 DIA. 4 7 8" D IA 13" 1 16" 1 3, 4_ 2 _ 3 , 1 4 " 2 HD14A 1" DIA. 4 1" DIA. h0 :'OA 3 1 1/4 D 4 1" DIA. HD1 5 3 1 1Z4" D 5 1 DIA. 1 6 1/4' 6 1/ 4" 2 3 i 1: 1 Az � 1 3/4 M S /8 DIA. 30 10,f 8 HTT22 5 8" DIA. 32 10d 8 L TT20 1 1 1! 6 1/ 4 1 4" ,LYwUnn ITV I tJ: 1. ALL THREAD BOLTS SHALL CONFORM TO ASTM A307. 2 MIN. CONCRETE COMPRESSIVE STRENGTH (c • 2,500 psi 3. HD14A, HD20A & HD15 REQUIRE A 6x MIN. POST SIZE, U.N.O. 4 MINIMUM EDGE DISTANCE SHOWN 15 FOR FORII CONCRETE EXPOSED TO SOIL OR WEATHER. FOR CONCRETE CAW AGIUr1ST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. S. NAILS TO HOLDOWN POSTS SMALL K 10d COMM,*J. ( ' AN K ERE MAY BE USED WITH PRIOR WRITTEN APPORVAL by fK 5TR1jCTIvRAI ENGINEER). 6. MINIMUM CONCRETE WALL TH IS 6. 7. W H EN FIELD CONDITIONS BECOME LESS THAI, M NIMUM SHOWN, CONTACT ENGINEER PRIOR TO PR,)CEEDING. 8 DRILL ANCHOR BOLT HOLES 1/8" LARGER THAW ANCHOR B )LT DI4 9. HOLDOWNS MAY BE ATTACHED TO EXISTING CM ; RETE L$SIN..; "ANCHOR -IT HS200" SOILDBOND EXPDXIE S v./ .HE FOLLOzYV NG SIZE AND EMBEDMENT- SEE CWT. STANDARD HOLDOWN 10 1/2"0114" 11 D -Z11 low loommumummooft ,I TRIM 5IUU WH ERE RE J'G. FOR FLUSH FINISH PR )VIDE 4x SOLID SI! -L PLATE PER BLOCKING BELOW SHEARWA:.L SCHEDULE HO_DK)WN POST (4 x MIN) = ANCHOR E OLT PER Sl HE:DULE '`-TF RU BBL f5 FER SCHEDULE ---H( 1LDOWN POS r PEF PLAN (2 -ix M1h) SEE NC rE #3 a HOLDOWN AY F1,001t _- IOE DOWN POST PER PLAN TF IM STUD WHERE (2- 2x MIN.) SEE NOTE #3 Pi Q'[). FOR FLUSH Fl JISr1 PRESSURE TREATED SILL PLATE F EF SHEARWALL SCHEDULE � (2- 2x MIN.) ti z - !+ - • --ANC HOR BOLT • PER SCHEDULE I N HOLDOWN AT SLAB ♦ 4 1 HOLDOV" DETAILS aa� - O FV W (' * s` T I O UTUDI pir ro EXISTING FO I 1 O N ��� ► i IC�►��� LA OCT 2 2 &0 'err q SDA No. Dote By Revision Drawn b GG� Checked by: CCC Dote: 05/28/04 Job No. 2209 S -1 r' r 1 • it MINOR r • -I•- -� tsD U r-- U N O � � I Cl ! 4 QOO X L_ ,4- 00 Q QL = Q (A S CN O C) o CN W � ILLJ . U Z 0 4. No. Dote By Revision Drawn b GG� Checked by: CCC Dote: 05/28/04 Job No. 2209 S -1 r' r 1 • it MINOR r \ =AM(; UwI TS i \ PR OPER TY UN GRAPHIC SCALE .� go a 10 20 60 so ✓ c ER FTET ) 778 1 inch 20 tL 7. 6 i I 5.0' ,.-- J �, ✓ \ 5.0 1 5.0 RESIDENCE FF =116.1 .�-- _ _ / \ FF R ESIDENCE 116. 1 6`>s►1rE 1 \ TVP 119 GARAGE 4T=11 7.1 4 GARAGE DOWNSPOUT OFF = 117.3 \ CONNECTION POINT (TYP) � \ 4" ADS TIGHT \ 2 UNE (2.0%) 3 \ \ 48" DIA DRY LL \ (TYP). SEE DETAIL 18 1 PW G0 7 tom) �• 1 / MIN MIN MIN MIN MIN A SS * ` 'SS'�''� i �' EXTEND OF \ A P A ASPHALT PATCH C CL SS E OR A 2 " -� CLASS B \ w \ 6" CRUSHED SURFACING TOP COURSE CRUSHED ROCK, FLOWABLE FILL OR \ AS REQUIRED BY ENGINEER * SEE DWG# HR -05 FOR MINIMUM STANDARDS TYPICAL PA TCH FOR FLEXIBLE PA VEMENT WHEN PERPENDICULAR TO ROAD WAY N IN 0 O CE TE L E a , w • 1 N f• z co N Q I ou LL a 4 a 3 US w O 4. O O F. O O 0 W W LLJ W W W o 118 ` ',, 118 � S 1o f • • _ 117 r �` - - 117 116 - -- -�-- --- ---- -- x-- --T- -- SCALE HORIZ 1 =2 VER T__L" -2D' 15 LOT 6 FLOOR EL =117.30 LOT 7 FLOOR EL= 117.10 LOT 8 FLOOR EL= 116.90 LOT 9 FLOOR EL= 116.70 TYPICAL OR/ VEWA Y PROFILE W Z 118 -'- �.�� Z W 5: 117 '• - • _ SCALE HORIZ 1 =2' VER T 1'= 26 116 ' 8 SD ✓ f ><- TYP I CATCH BAS / TYP) VANED GR� RIM EL= 1 INV EL= 113.2 !✓-' \ 7 8 . EX S" 267 -4 Rai EL =11 &91 WV EL =106,20 E WV CL =103,36 N N W 1/4 OF NE 1/4 SECTION 70 T23N, R4E, W.M. I I I I I Q I i D � � Z r Roof Downspout EX SSMH /1267 -3 RIN EL= 117.23 WV ELM10165 W NV EL= 106,67 S _ EX SSMH #1267 -2 NO EL= 117. INV CL =103.63 h WV EL =10&61 E D YWEL L PLAN VIEW N TS Roof :downspout Ove flow TYP /- Catch Basin with vaned grate BENCHMARK: CITY OF' TUKh?LA SSMH 1267-4 INV EL = 106.20 k��\ \ --*0 .0--o 00-00 -.010 �00� .0 .0-00, 000, f 10 I 1 1 1 %VV. \ INSTALL1 * POLY WATER UNE (TYP). 200 PSI DRISCO PIPE BETWEEN ,,i• 1 f \ 'WATER METER & HOUSE .�✓ ,� (TYP) ✓' ✓'� SO \ ✓ c ' SO SIGN 't ve C ... \ 6 \ / TYP I CATCH BASIN \ �� '14TYP) VANED GRATE \ \ El T16.6 INV EL= 112.6 ..✓• .� IATER METER AND !�,h H BASIN �r SERVICE CONNECTION \ (TYP) VAN 5 FOR EACH LOT PER \ • RIM EL= 116.8 1 CITY STANDARDS EX S" 01267 -1 INV EL- 112.8 AY E1L011&14 \ NV EL =1 06.21 W NV & =106.14 SE '\ f V PW SSE SEUM JPW CLEAPMT a . PC TESTOG in (TYP Two PLACES ) S I TE P o'''rYP I CATCH BASIN f + 1 � i �i b� t REVIEWM FOR CODE COMKL4NCE p R* !s �*w?ylery SEP 2 3 2004 City Of Tukwila BUILDING DIVISION - - { TYP) VANED GRATE 1 . STORM WATER RUNOFF FROM THE ROOF AND DRIVEEWAY AREAS FROM EACH RIM EL 117.0 LOT ARE COLLECTED IN A TYPE I CATCH BASIN AND THEN ROUTED THROUGH A INV EL= 113.0 4" ADS TIGHTLINE TO THE DRYWELL SYSTEM. 2. DRYWELLS WILL BE INSTALLED ON THE FOUR LOTS. These plans Have been revi by the Public 3• THE ELEVATIONS OF THE RESIDENCES AND DRYWELLS ARE THE SAME FOR ALL f r oonformance with cu ffent Works D;cparnncnt n City standards. Acceptance is subject to ermrs and LOTS. ' omissions which do not authorize violations of 4. INSTALL FILTER FABRIC OVER ALL CATCH BASIN OPENNNGS DURING adopted stardards or ordinances, The respOT t t REFER TO DETAIL DRAWING ON NEXT SHEET. C ONSTRUCTION. for the adequacy of the design tests totally wit 3146 SF Additions, deletions or f"Wo s to these 5• A SOIL LOG TEST HOLE WAS DUG ON EACH OF THE LOTS AT ABOUT THE • deaigm. date this amePW= PROPOSED DRYWELL LOCATION. THE TYPICAL SOIL TYPE AND STRATIFFICATION drawings titer this will void will TMWa it resubemittal of mvised dtawilp WAS AS FOLLOWS: and 0 -5' BROWN SILT FINE SAND subsequent �' 5' -9' BLACK MEDIUM SAND Final acceptance Is subject to Se1d by NO WATER TABLE ENCOUNTERED the Public Worb utilities lallpeCM 6. ALL SANITARY SEWER PVC PIPE CONFORMS TO ASTM D- -3034, SDR 3034. Q Dry% - ._ . i:: 7. ALL STORM DRAINAGE PIPE IS ADS CORRUGATED POLYETHELENE PIPE. _ 1ch Diameter fAX NOS Filled with D� • �, • O L{ 334740 -0020 334740 -0120 334740- RF� v I P rZay L -15 drou jqffj 4rJ9W6qr ,r•- Splash Block 6" max ��il�•t•:`�i • ����+.. /rw t� 1 f �. min fl_ 4" ADS 4" ADS ope=2.OX min Slope=' . US min Jut V r 4 Mesh 48 Inch Diomefe,' eon on -r Hole Filled with 4 min pipe inlet Sides of Nole_ 12-3'" Washed Lined with Oran Rock Filter Fabric L o d 15 ruin Min. V above Seasonal High Groundwater Table D R YWEL L T SEC TION N TS ' 1i • LOT NO LOT 6 LOT 7 LOT 6 LO T r LOT AREA 3146 Sr 3146 SF 3416 SF _.141d ROOF AREA 1155 SF 1155 SF 1155 Sr 1103 SF CArA'NAY #AZA 463 SF 463 Sr 463 SF 463 SF TOTAL 4764 Sr 4764 SF 4764 SF' 4764 SF fAX NOS 334740 -010 334740 -0020 334740 -0120 334740- � LTR #_� Crry OF *UMwuA DOW AUG 3 0 204 LEGAL DESCRIPTION s �°e��+' °�ITC&Mw LOTS 6, 7, 8 AND 9, BLOCK 1, C.D. HILLMAN'S MEADOW GARDENS TO THE CITY OF SEATTLE, DIVISION N0.1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLAT, PAGE 64. IN THE CITY OF TUKWIL K G COUNTY, WASHINGTON ar �1R H v1+ of A .f � 7 O ,C,4 ,Q O I w " W w �' z w w Zzo 0 0 . � W L+►1 V 4� N N w • o Z Q Q O v �1 Q) v , �1 II J08 NO. 71919 ED Ail T AMN CAMP. CHELIkEO M r DATE AWE, 2004 wG. NO. d r I w rye ...� Von N. boom �■w- -•.iet x ?N fo - .+...ww.irr -. �... .. �►.r .+r ... .. �..w....rw�- VI.�,..s1�iw.+�Mh� wr • r w J' EROSION CON TROL NO TES 1. pEF'ORE ANY CONSTRUCTION OR DEVELOPMENT ACTIWTY OCCURS, A PRECONSTRUCTION MEETING MUST BE HELD WI7H 774E CITY OF 7UKWILA DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEERS 2. ALL LIMI OF CLEARING AND AREAS OF VEGETATION PRESERVA 77ON AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND 06SERVED DURING CONSTRUC 770N. J. ALL REQUIRED SEDIMEN TA TIONIEROS(ON CONTROL FACILI 71ES MUST BE CONS TRUC TED AND IN OPERATION PRIOR TO LAND CLEARING AND /OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WA TER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY COND17701V UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ON -S1 EROSION HAS PASSED. THE IMPLEMENTA71M MAINTENANCE, REPLACEMENT AND ADD17701VS TO EROSION /SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERM(T7E'E. 4. THE EROSION AND SE DIMENTA 77ON CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET AN77CIPA S17E COIVD17IONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTA 7F, THE PERM/ TTEE SHALL AN 77CIPA TF THAT MORE EROSION AND SEDIMEN TA 77ON CONTROL FA WILL BE NECESSARY TO INSURE COMPLE SIL TA 7701V CONTROL ON THE PROPOSED Sl7E DURING THE COURSE OF CONSTRUCTION, /r SHALL BE THE OBLIGA 7701V AND RESPONSIBILITY OF THE PERMI TTEE TO ADDRESS ANY NEW CONDITIONS THA T MA Y BE CREA TED BY HIS A C 77 W 71ES AND TO PROVIDE ADDI7701VAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPER77ES AND WA TER QUALITY OF THE REC£I WNG DRAINAGE ,SYSTEM. t 5. APPROVAL OF THE PLAN IS FOR EROSIONISEDIMENTA 77ON CONTROL ONLY. IT DOES NOT CONSTITUTE' AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCA7701V OF PIPES, RES7RICTORS, CHANNELS OR REIEN7701V FACILITIES. 6. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROXCT DISTURBED SOIL AREAS GREATER THEN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UNWLNKED FOR MORE THAN TWEL (12) HOURS, SHALL BE COVERED BY MULCH, SOOOING, OR PLASTIC COVERING. 7 IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETA 71ON AND WHERE NO FURTHER WORK IS AN 77CIPA TED FOR A PERIOD OF 30 OA YS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIA TEL Y STABILIZED WIN MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONG WILL BE ACCEP l AGLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE SEEDING MAY PROCEED, H WHENEVER IT IS IN THE INTEREST OF THE PERMI TTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR 0 THER T REA 7UEN T APPRO VED B Y THE Cl T Y OF REN TON, OU TSIDE THE SPECIFIED 77ME PERIOD. 8. FOR ALL EROSIONISEDIMEN TA 7701V CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE, A MINIMUM OF 3 FEET HIGH IS REQUIRED, WITH J. 1 ! - SIDE SLOPES 9. A 7EMPORAR Y GRA VEL CONS TRUC 7701V EN TRANCE 30' X 50' X 8" OF 4" - 6 INCH QUARRY SPALLS SHALL BE LOCH TED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION S1 7E, T, -/E ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. F. WHEN EXTRA STRENGTH FIL TER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MA Y BE ELIM/NA TED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS W?TH ALL OTHER PROVISIONS OF STANDARD /VOTES APPL Y1NG. G. THE FENCE SHALL BE BACKFILLED WITH 314" MIN. DIAMETER WASHED rl GRA VEL. H. F7L TER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANEN TL Y STABILIZED. L FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIA TEL Y AFTER EACH FIL TER FABRIC NOTES FILTER FABRIC MATERIAL A. THE FILTER FABRIC SHALL BE PURCHASED IN A CON77N000S ROLL CUT _J TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, IMTH A MIN. 6" OVERLAP, AND BOTH ENDS 2" BY 2" BY 14 GA. WIRE SECURELY FASTENED TO THE POST. FABRIC OR EQUAL. B. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE a CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6' APART AND DRIVEN SECURELY INTO THE GROUND (MIN, PRO DE 3�4" - 1 --1/4 WAs�l�6�� OF 30) BACKF7LL AV TRENCH AND ON C. A TRENCH SHALL BE EXCA VA 7LD, ROUGHLY 8 ,. WIDE AND 12 " DEEP, BOTH SIDES OF FIL TER FABRIC ON THE SURFACE. UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER 8 1. MIN. in FABRIC TO BE BURIED. 6' MAX. 2" BY 4" WOOD POST K'� D. W4EN STANDARD STRENGTH FILTER FABRIC 1S USED, A WIRE MESH ALT. STEEL FENCE POSTS. SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE ALT. STEEL FENCE POSTS OF THE POSTS USING HEAVY WIRE STAPLES AT LEAST I LONG, TIE WIRES, OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MIRAFI 100 X BIDUM OR EQUIV. MIN. OF 4' AND SHALL NOT EXTEND MORE THAN 36" ABO THE FILTER FABRIC MA 7ERIAL 60" WIDE ROLLS. ORIGINAL GROUND SURFACE. USE STAPLES OR IMR£ RINGS TO ACH TO WIRE. E. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WRED ' TO THE FENCE, AND 20" OF THE FABRIC SHALL EXTEND INTO THE 2" BY 2" BY 14 GA. WIRE 7 TRENCH. THE FIL FABRIC SHALL NOT EXTEND MORE THAN 36" ABOVE FABRIC OR Eni V T, -/E ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. F. WHEN EXTRA STRENGTH FIL TER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MA Y BE ELIM/NA TED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS W?TH ALL OTHER PROVISIONS OF STANDARD /VOTES APPL Y1NG. G. THE FENCE SHALL BE BACKFILLED WITH 314" MIN. DIAMETER WASHED rl GRA VEL. H. F7L TER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANEN TL Y STABILIZED. L FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIA TEL Y AFTER EACH RAINFALL AND Al LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIA TEL Y. FIL TER FABRIC FENCE OE TAIL ` N. T. S. STANDARD STRENGTH FIL TER FABRIC AROUND GRA TE 0:: CA TCH BASIN TRAP FRAME do GRATE FILTER FABRIC ,MA )( SLOPE 1: 1 10' MINIMUM DIMENSION SECTION PROTECT INLETS DURING CONSTRUCTION. KEEP SEDIMENT OUT OF THE STORM DRAINAGE SYSTEM. USE HALF - CIRCLE BEHIND CURB INLETS DURING STREET CONSTRUCTION. MODIFY PROTECTION AS CONS 7RUC 77ON PROGRESSES. CIRCULAR SHAPE IS NOT ESSENTIAL - VARY SHAPE TO F7T DRAINAGE AREA AND TERRAIN. OBSERVE TO CHECK TRAP EFFICIENCY AND MODIFY AS lv FCESSARY TO INSURE SATISFACTORY TRAPPING OF SEDIMENT. CAN BE ADAPTED TO THRU -CURB INLET. M/NIM'UM DEPTH - 1' MAXIMUM DEPTH- 2' CLEAN OUT WHEN SEDIMENT IS 6" BELOW GRA TE LEAVE OUT BLOCK TEMPORA RIL Y INSERT 77LE W9 7H WIRE SCREEN AND GRAVEL FILTER.. KEEP POOL DEWA TERED. CONSTRUCT FILTER FABRIC FENCE, ATTACH FABRIC TO EXISTING FENCE WHERE POSSIBLE F!L TERED I; WA TER CATCH BASIN J O i t i i . Y REVIEWED �� CODE apNIPL S EP 2 g 2004 ztv 0 Tukwila BUILDING DiVISPN2 RECENED CRY OF TU KWILA W 3 0 2004 PERMIT CENTER POI DCSCIPI TE 184 r r 1R H. of WA �l� ti 9470 O � w N to o Q U a co a• � o w N 110 a Q w� vJ Q w 0 0 L �w � v! i �.a Q� r : r J� NO. 71919 SrpVfD MT Aw COMP. • GsIEAKEO ow DA TE A NE, 2004 *v. NO. qdl lw— r ..a�■■r...� - rl ...�.� J. . *.-soft ... _ .. - - _. .. : : ' w �..rr..::.ir::.:►•�i.. lob a- lrii•r�...ii di ... �„ ;,,,,i ir Y BO T TOM F FIL R �BR /C FA • - - - -- 7FRIAL IN 8'�BY 12� TRENCH. ----------------------- 6' MAX. 2" BY 4" W000 POST ALT. STEEL FENCE POSTS RAINFALL AND Al LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIA TEL Y. FIL TER FABRIC FENCE OE TAIL ` N. T. S. STANDARD STRENGTH FIL TER FABRIC AROUND GRA TE 0:: CA TCH BASIN TRAP FRAME do GRATE FILTER FABRIC ,MA )( SLOPE 1: 1 10' MINIMUM DIMENSION SECTION PROTECT INLETS DURING CONSTRUCTION. KEEP SEDIMENT OUT OF THE STORM DRAINAGE SYSTEM. USE HALF - CIRCLE BEHIND CURB INLETS DURING STREET CONSTRUCTION. MODIFY PROTECTION AS CONS 7RUC 77ON PROGRESSES. CIRCULAR SHAPE IS NOT ESSENTIAL - VARY SHAPE TO F7T DRAINAGE AREA AND TERRAIN. OBSERVE TO CHECK TRAP EFFICIENCY AND MODIFY AS lv FCESSARY TO INSURE SATISFACTORY TRAPPING OF SEDIMENT. CAN BE ADAPTED TO THRU -CURB INLET. M/NIM'UM DEPTH - 1' MAXIMUM DEPTH- 2' CLEAN OUT WHEN SEDIMENT IS 6" BELOW GRA TE LEAVE OUT BLOCK TEMPORA RIL Y INSERT 77LE W9 7H WIRE SCREEN AND GRAVEL FILTER.. KEEP POOL DEWA TERED. CONSTRUCT FILTER FABRIC FENCE, ATTACH FABRIC TO EXISTING FENCE WHERE POSSIBLE F!L TERED I; WA TER CATCH BASIN J O i t i i . Y REVIEWED �� CODE apNIPL S EP 2 g 2004 ztv 0 Tukwila BUILDING DiVISPN2 RECENED CRY OF TU KWILA W 3 0 2004 PERMIT CENTER POI DCSCIPI TE 184 r r 1R H. of WA �l� ti 9470 O � w N to o Q U a co a• � o w N 110 a Q w� vJ Q w 0 0 L �w � v! i �.a Q� r : r J� NO. 71919 SrpVfD MT Aw COMP. • GsIEAKEO ow DA TE A NE, 2004 *v. NO. qdl lw— r ..a�■■r...� - rl ...�.� J. . *.-soft ... _ .. - - _. .. : : ' w �..rr..::.ir::.:►•�i.. lob a- lrii•r�...ii di ... �„ ;,,,,i ir File: 0 D04 -0211 35mm D rawing #1 -7 Ir LEFT ELEVATION BCAI.E. 114- . P - 0 0 RIGHT ELEVATION 6CALE, V4- . I' - O" 0 I Ilill(���`Ii . l - III I IO f IIITI�I III I III ICI III ICI III I_�i,- II�:I,II�I`I I �.I I.II Inch ins 1I y II IIII�IIII II�LL1111 IIILIILII Illf_LL(II (III�LLI_L IILL1IIIL_ r 111 5 III I I IIIIII I�:.� IJ IliII�IIIIIIIII�IIIIIIIII�Iilllllll�lllll FRONT ELEVATIO SCALE, 1/4- . P . 0- U OA V) U v (v Ax ti V 0 0 0 0 OR r � q 0a u 00 O� oa a4 � a 0 r h C17YE ,,T, KWIIA JOIN 2 2 2004 PERMIT CENTER CC3 /. 4� V 4� 4� .. a a a. X a 1 REAR ELEVATION &GALE. V4- . 1' . C. to ago • a AG FTC :W- 0"X 5' — fo "XIB "THY—W U,) # Co EA WAY TO P & 15 7 . CTYP 2 PLACES) M E v PLR JOTS TO BE TJI FLOOR SYSTEM, REFER TO MPS. LAYOUT FOR ALL FRAMN4 DETAILS AND BLOCKING. REVIEW MP4 LAYOUT PRIOR TO FRAMMNG. V/ PO(NDATION VENTS EQUALLY PON WALL OI 6PACED AT l`iTY (7F T11KWI1 A OR ALL PLR JOTS AND W. TO BE 7 HE14gR DOUBLE UNDER (�, V WARMS PARTITIONS. PROVIDE SOLID B MG LOCKNG OVER BEAR MEMM", 2) ALL EM. DR 1 UNDW HDRO. To BE 4x10 DF7 (UNO) v 4- , � 0 Q RE S) ALL P- MAWACTURED TRUSSES TO BE IDENTIFIED BY MkYS STAMP. 4) FACTORY BLT RRPLC 4 C14 "MY MY TO BE UL LABELED WALL ( 10.) C QJ 0 INSTALL PER MNPTRS SPECS 0/61DE CMB6TN AIR FOOD (MIN 6 SG N) DUC TO NBOX W/ OPERABLE 0/61DE DAMPER, TI&MY FITTU FLUE DAMPER, AND TIGHT FITTING GL.AS6 OR METAL DOORS OR FLUE / A, d DRAFT INDUCTION PAN. 6) LIMIT SHOWER PLOW TO 2b 4ALL C"K t V� u �f y r+ M 6) HAT. TO BE LABELED PER ASHRAE STD, NO. WA-W, AND MEET THE REGMINTG, PER 11*1 NATIONAL APPLIANCE ENEMY CONSERVATION ACT. O n o O n 9) PURN AND 14A TANK(: PILOT6, BURNERS, HEATING ELEMENTS, AND SWITCHES TO H Ln Be A MM HE . OF 15" ABOVE PNIOD FLOOR 6) ALL SKYLI7E6 VJ u U TO COMPLY WITH UB.C. SECTION 24OW A 2605:1 S) ALL 61DELITE6, SLIDING M A66 DOORS AND T1am4cUEIR BJCLOSUREO TO OOMPLY WITH UaQ SECTION 2406. x J {O) HEAT PM16TOM TO BE PER LE69Wk LOCATE APPROXIMATELY A6 SHOW 6" IN ��`VVV (L u � FROM EXTERIOR WALLA, Y M FROM INTERIOR WALLS lU VENT DRIER 0 MME 4 EXEAIST FANS TO 0/610E. DRIER EM DUCTS " � � d o E SHALL NOT R C D A TOTAL COMB 4mz AND VERY LNGTH OF k' -0 ". INCL 2 Pa > N p Sod. RLBOIU6. DEDUCT 2' -O" FOR NA. Sod. ELBOW EXCEDIN4 2. SEE DRYER DUCT OIL FOR ALT. SOLUTIONS. ALL DWAIIST DUCTS NSLT'D (MIN. OF R -4) r0 Urj (U,.A O) ALL NAILMG TO COMPLY WITH UDA TABLE 23- 2 -0.1, COLUMN, POST A BEAM 0014 ECTIONO TO COMPLY WITH Ua.C. SECTION 2516. A, u l/ B) ALL EXT. WALLO, NTR MAN PARTITIONS 4/OR Oft WALLS To BE BRACED. PR6CR METHOD, REFER TO ISST Uma 6" AA1C, BELOW. GEL" SHEAR WALL NOTES • 6CNDLE. FOR OTWOR COMPLIANCE METHODS A ONE 6TORY" MTL. BRACE, USE KCII1B106 (60d) OR KCW0126 (46d) T4 N n U p B. LOWER STORY OF 2 STORY, GRID ON STUDS 16" OC, LNBLOCKED, NAILED WV Sd COOLER OR WALLBOARD NAILS • U T" o G UPPER STORY" SEE ONE STORY (SEE 64EAR WALL OC44 FOR ADDTNL IMO) 1 14) SOLID OHTN'O 141111141111015 G ON LOUDER STORY OF 2 STORY B U UILDING PER aC. DRYWALL NAILED PER SHEAR "LIN% SCHEDULES OR UBC 19YT EDITION, A 1 V1 V�/ A 1 1{/ n V , J ,7 ui N U 16) TUB/SM"R SURROUND "AI I TO HAVE WATER RSTNT GYP ORD AND A SMOOTH HARD H C o SURFACE TO A MNIM UM HEIGHT OF 90" ABOUT: DRAIN NM 16) PROVIDE 61"k z o MTCTR N COMPLIANCE L ITH Mr., AND UZr- OTC). 45b. ALL SINK _LI�LI�ILI I 1 6 I�I�II I II DETCTM W BAT DACKLPAMIC DETCTR6 WILL 8020 AN AUDIBLE II IILIII�IIIIILiII��:: I1111111�1 1IIIIIII�IIIIlllll� ALARM N ALL 6LEEPNG ROAMS. h) DWELLING TO 001'ftY W/ WA ST ENERGY CC", 2001 EDITION 'lllllilll�lllllllll�llll r) SEAL, CAULK OAWV OR WEATHERSTRIP TO LIMIT AIR LEAKAGE, AT EXTERIOR JON76 AROUND WINDOW AND 0 DOOR FRAMES, o"s STAN WALL AND MOP AND WALL PANELS, OPNO'S AT UTILITY PENETRATIONS 1HR000H M WALLS PLR6, AND ROOFS, ALL OTHER 'S R OM BLD'4 ENVELOPE. 167 ALL EMEROR DOOM OR ACCESS U) ■ /� HATCHE6 TO E4CL06ED UNHEATED AREAS MUST BE WEATHEMTRPPED. 20) MINIMUM SOIL BEARING FM69URM • 2000 P6P. ■ e 21) POCRNGS TO 90 PLACED ON FIRM, UNDIOTURDED NATIVE SOIL 22) DUELLING TO COMPLY WITH UNIFORM BUILDING CODE (UatJ 1659 EDITION ! a 2S) PINE STOPS GHALL BE PRVD'D TO CUT OFF ALL CCNCL'D DRAFT oftw 4W I VERT TO HRMTL 6PACES, IN CL.'G THE STAIR TUB. &MI , PRPLACE, ETC, 24) 060 ROOF SHEATHING W/COMP ROOFING AND PLYWD AT ALL OVERHAWAO. SEE DETAIL OHT FOR ALL ADDITIONAL NOTES. { NOTES_ e Q _CxENER>4L BUCKOUTS 4 FOOTING SCHEDULE FOU P LAN ■ Y a PO(NDATION VENTS EQUALLY PON WALL OI 6PACED AT l`iTY (7F T11KWI1 A W/ 2 -4 BARD EA L J PO 44 P06T BASE - IB PC 44 POST CAP I - 24'x24 "x@" WALL ( 10.) W/ 2 -4 BARS EJU L 24 .1 P P006T - - - fi i S6'x96"xG" W= 5 W/ EA FA CE 40)113 f Ip 3-4 BARS ELL 1 A I M " PP I RA CAP L— J 5 12 "CRC. BUCKOUTS 4 FOOTING SCHEDULE FOU P LAN ■ Y a 936 UNDER -PLOOR AREA , 4,5 .. - SO. PT. NET FREE RE(i'D. -...- BO 45 NET FILE x 144 .90" 62 NAIQ FT. NET FREE READ. PROVIDE I SQ PT. PER BO SQ FT, OF UNDER FLOOR AREA COVER VIM WITH 1/4" CORROSION RESISTANT WHO MUFF LOCATE VENT6 AS CLOSE TO CORNEM A6 PRACTICAL.. EFFICIENT VENT AREA . 92b 64 N. 6Q IN. NET FREE 906,6 a VIM VENT AREA 92b Mat). CRAWL VENTILATION CALCULATION BUCKCUTS i) S ELLER, P ROVIDE 6" DIA. SLEEVE 090" BELOW TOP OF WALL 1) MIM1 , PROVIDE 61- x 12"h 6 OT • TOP Cr FOCTING 3) WATE& PROM E MIN 2 PIA. HOLE 030' BELOW Top OF WALL 0 PAN PROVIDE MIN 4 1/2" DIA. HOLE TOP OF WALL 4 PROVIDE AREA- 11l1-1. (AS RRO'D.) /ER1FY LOC6. ON 617E NOTE MIN 10' HIONZ. DIM H2O 4 SEWER LOCATE AWAY FROM DECKS a PATIOS 6' x 16" 60413 NED RECEIVED PO(NDATION VENTS EQUALLY PON WALL OI 6PACED AT l`iTY (7F T11KWI1 A DOVER 11V V4" CORROSION RESISTANT WIRE MESH O PPKMD8 1/2' MIN. AIRWAM 4 JUN 2 2 2004 E WALL ( 10.) 0xIODFA 1 PERMIT CENTER 1 Inch 1i16 GL5bA'A �� COLWI(5)W5`!, f W= 5 W/ EA FA CE 40)113 f (2)3/A"QA�1 I'h "CLE TUCSON "o /[ TDP 1 L30LTS 4 BUT' W/ M4 L (2 5 12 "CRC. I • :W 0 �IIIIIIIIL� ,II I II ilI _LI�LI�ILI I 1 6 I�I�II I II I IIIII, II IILIII�IIIIILiII��:: I1111111�1 1IIIIIII�IIIIlllll� 'lllllilll�lllllllll�llll I 936 UNDER -PLOOR AREA , 4,5 .. - SO. PT. NET FREE RE(i'D. -...- BO 45 NET FILE x 144 .90" 62 NAIQ FT. NET FREE READ. PROVIDE I SQ PT. PER BO SQ FT, OF UNDER FLOOR AREA COVER VIM WITH 1/4" CORROSION RESISTANT WHO MUFF LOCATE VENT6 AS CLOSE TO CORNEM A6 PRACTICAL.. EFFICIENT VENT AREA . 92b 64 N. 6Q IN. NET FREE 906,6 a VIM VENT AREA 92b Mat). CRAWL VENTILATION CALCULATION BUCKCUTS i) S ELLER, P ROVIDE 6" DIA. SLEEVE 090" BELOW TOP OF WALL 1) MIM1 , PROVIDE 61- x 12"h 6 OT • TOP Cr FOCTING 3) WATE& PROM E MIN 2 PIA. HOLE 030' BELOW Top OF WALL 0 PAN PROVIDE MIN 4 1/2" DIA. HOLE TOP OF WALL 4 PROVIDE AREA- 11l1-1. (AS RRO'D.) /ER1FY LOC6. ON 617E NOTE MIN 10' HIONZ. DIM H2O 4 SEWER LOCATE AWAY FROM DECKS a PATIOS 6' x 16" 60413 NED RECEIVED PO(NDATION VENTS EQUALLY PON WALL OI 6PACED AT l`iTY (7F T11KWI1 A DOVER 11V V4" CORROSION RESISTANT WIRE MESH O PPKMD8 1/2' MIN. AIRWAM 4 JUN 2 2 2004 E WALL ( 10.) 0xIODFA 1 PERMIT CENTER 1 I k P- I (7'/ 2."CONC 1 GL5bA'A �� COLWI(5)W5`!, f W= 5 W/ EA FA CE 40)113 f (2)3/A"QA�1 I'h "CLE TUCSON "o /[ TDP 1 L30LTS 4 BUT' W/ M4 L (2 12 "CRC. YERTWL EIa 1 fT&: 5'-(0" -- - D( W A N WW K W /(( Fla WAY TO. R1J> r 192 hl III�I{� rA n CONC COL / FTEs CONN Q 3/4-- I-co V ci 7 1 V w ' . a a a a .x■ . 11 a I i era ■u ra Al NOTE, - 7 R,E.QU,RES 1) F' *2 1t 4 STUDS 12' -r V -2 112" 1 4' -2 1/2" 1 r -Ox4.0 1,1 6L IV* 4x12 C" I 2n Bonus Room Nri OPTIgLy- BEDRM V 1 ®I_ 2/6 e7 M �QA I.NDRY TO DLWW J � . I `� 0 8 Bdrm #3 n I a i 5 0 2n IIOV I" Bdrm #4 I i PAN V1O. 2' -e" 2' -0" 2' -6 ,m 0'-21/2' 9 12' -r IR" 2' -l' 6' -8 I/2" 1s'k24° CRAM. 6PAC8 AC4E66 LLEATMlR6TRIP N& LATE TO LEV!!1. OM TO 6UROl11 WWACE6. 20' -0" P PILOTO 4 511,11"R6 OR MEATM m � S 12' -r V -2 112" 1 4' -2 1/2" 1 r -Ox4.0 1,1 6L IV* 4x12 C" I 2n Bonus Room Nri OPTIgLy- BEDRM V 1 ®I_ 2/6 e7 M �QA I.NDRY TO DLWW J � . I `� 0 8 Bdrm #3 n I a i 5 0 2n IIOV I" Bdrm #4 I i PAN V1O. 2' -e" 2' -0" 2' -6 ,m 0'-21/2' 9 12' -r IR" 2' -l' 6' -8 I/2" D UK 6JUA • TUB 1 6MCUER 6URROUND TO r' ABOVE DRAM MAIN FLOOR PLAN 6CALEe 1/4" " 1' - O" *Ilea a.11114 as a s 0 8 Patio 9/0 1 � I I a I I � I I I I Garage ' 0 4.. eor�nleTE I I a" PLOOR '0 To DDRIVVE� I j I I S i I L -- - - - - -� �I r r' 1#IOMT --I PItlVAGY AeV. ?4" M.kM{t RtTAMIN6 WALL .jTM � T ivKwu a JUN 2 2 2004 PERMIT CENTER 1 � cd 0m O 00 a ® 0 OR 0 0 � v a �1 h 1 U t u3 N u 6 0 ZU 0 N e 04 9 e 0 ° 1 t ; x r w • .d' ewn• . a.. Ilk ara ay. l P III I �.�_.. L .: I . i . �.�� Iii I�I'I(I f�l ICI ICI ICI I) �I ICI i1jl ;2I Inch 1 1/16 tT at�FfrA / eV IIIIIII�. IIIILLL�II. UILI1111 _LIIIIIIIILIi.la.11l .. 1 :.. 1.1.1 I I�I Iiii5lii,i-iiIIIIIII I I6L f II�L `' z w� IIII�I .I 1s'k24° CRAM. 6PAC8 AC4E66 LLEATMlR6TRIP N& LATE TO LEV!!1. OM TO 6UROl11 WWACE6. 20' -0" P PILOTO 4 511,11"R6 OR MEATM UK 6JUA • TUB 1 6MCUER 6URROUND TO r' ABOVE DRAM MAIN FLOOR PLAN 6CALEe 1/4" " 1' - O" *Ilea a.11114 as a s 0 8 Patio 9/0 1 � I I a I I � I I I I Garage ' 0 4.. eor�nleTE I I a" PLOOR '0 To DDRIVVE� I j I I S i I L -- - - - - -� �I r r' 1#IOMT --I PItlVAGY AeV. ?4" M.kM{t RtTAMIN6 WALL .jTM � T ivKwu a JUN 2 2 2004 PERMIT CENTER 1 � cd 0m O 00 a ® 0 OR 0 0 � v a �1 h 1 U t u3 N u 6 0 ZU 0 N e 04 9 e 0 ° 1 t ; x r w • .d' ewn• . a.. Ilk ara ay. l P III I �.�_.. L .: I . i . �.�� Iii I�I'I(I f�l ICI ICI ICI I) �I ICI i1jl ;2I Inch 1 1/16 tT at�FfrA / eV IIIIIII�. IIIILLL�II. UILI1111 _LIIIIIIIILIi.la.11l .. 1 :.. 1.1.1 I I�I Iiii5lii,i-iiIIIIIII I I6L f II�L `' z w� IIII�I .I t ; x r w • .d' ewn• . a.. Ilk ara ay. l P III I �.�_.. L .: I . i . �.�� Iii I�I'I(I f�l ICI ICI ICI I) �I ICI i1jl ;2I Inch 1 1/16 tT at�FfrA / eV IIIIIII�. IIIILLL�II. UILI1111 _LIIIIIIIILIi.la.11l .. 1 :.. 1.1.1 I I�I Iiii5lii,i-iiIIIIIII I I6L f II�L `' z w� IIII�I .I UPPER FLOOR PLAN SCALE, 1/4" - I' - 0' 22 "x30" ATTIC ACCESS. WEATHERSTRIP 4 INSULATE D D OVER TO EQUAL CEILING INSULATION, PROVIDE WOOp bUllROtND TO PREVENT LOOSE rl` U TICN SPILLAGE TO LIVING 8PACE. O DIRECT VENT FIREPLACE INSTALL E'ER MANUFACTURERS SPECIFICATIONS 3 Alt mill • TUB 4 SHOW SURROUND TO 6' ABOVE DRAIN Inch 1 1/181 r I (I I I( I I I PI : I 1 I I r 3 5 r to L 7 b n V vf vyo w 5L 1 11 IItI.I E6 26 II I . .. I.I ���i����! ail I����L�I��I����i����I����IIIIIIIIIiI SOURCE SPECIFIC VENTILATION REQUIREMENTS BATHROOMS, LAUNDRY RD" AND POt1GER ROOM PANG TO OE b0 CM KITCHEN EXW"T PANG TO Be 100 QM. 'EXHAUST PA46 SHALL BE FLOW RATED AT 25 WG. STATIC PRESSURE RX-14167 DUCTS SHALL, -BE INSULATED TO R -4 IN UNCONDITIONED SPACE -BE EQUIPPED WITH A B,ACKDRAF't DAIMPER •TERMINATE CUT6IDE THE BUILDMG - COMPLY WITH BELOW FAN CFM MAX FLEX DIA. MAX PT. MAX SMOOTH DIA. MAX PT. b0 4' 28 4' 10 be 60 100 OVER MOO 6" OVER 100 60 4- NOT ALLOWED 4• 20 60 8' ID S. 100 80 i- w 6' OVER 100 100 b' NOT ALLOWED b' bO 100 i' 46 6' OVER I" as 6" Ib 6' OVER 100 128 1" TO 1" OVER 100 WHOLE HOUSE VENTILATION REQUIREMENTS: A 6' DIAMETER FRESH AIR INLET 614ALL BE DUCTED FROM THE EXT TO THE FRESH AIR RETURN PLEHIM. THE FRESH AIR DUCT SMALL BE PROTECTED FROM THE ENTRY OF INSECTS, LEAVES, OR OTHER DEBRIS AND OCATED 60 AS NOT to TAKE AIR FROM, HAL4ReDOU6 OR UNDAN%I1 LO -WHERE IT WILL PICK UP OMMCTIONAMI ODORS, FUMES OR PLMMEL. VPRS, -A ROOM OR SPACE HAVMC+ FUEL MMING APPLIANCES THEMN. - ATTIC, CRAWL SPACE, OR GARAGE. - CLOSER THAN I0' FROM AN APPLNC OR PLMEG VENT OUTLET, UNLESS THE DUCT VENT CUTLET 16 AT LEAST 3' ABOVE THE FRESH AIR INLET. -DUCT 614ALL BE INSLTV TO R -4 WHEN PA66MG THROUGH A COND'D 6PACE. INLET DUCT SHALL LSE EQUIPPED WITH A MOTORIZED pMPR THAT WILL OPEN WHEN THE VTNTLTN FAN RELAY 16 ACTIVATED, AND REMAIN CLOSED AT ALL OTHER TIMES. IN ADDTN TO THE MOTORIZED DMNR, A MANUAL DMPRR SET TO 35 -D AIR CHANGED PER HOUR 16 AL60 REQUIRED. A WHOLE WOU611 EXHAUST PAN SHALL BE LCT'D M THE CEILING. SIZE PER THE TABLE BELOW. THIS AIR INTAKE DUCT DMPR SMALL BE SET W/N THIS RNG EXHAUST FANG MUST EE FLOW RATED AT 76 W6. AND MAX. Ib 60PE RATMG READILY ACCOSELE 24 HR CLCK TMR OR OEHNMIDI&TAT 4 RELAY SHALL ISE M6TLL'O AND WIRED TO REGULATE THE FURN PAN, RELAY AND IU40LJI HOUSE EXHAUST PAN. INTERIOR DOORS SHALL. BE N6TLL'D 60 AS NOT TO IMPEDE THE MVMNT OF PM614 AIR TO ALL HABITABLE ROOMS. VI TMTN SYSTEM M 16T BE PERFORMANCE TESTED JUST PRIOR To THE FINAL INSPECTION BY THE INSTALLER OR A QLF'D THIRD PARTY. THE INLET DUCT SHALL BE LABELED WITH THE ACTUAL CIRM6 MORb t A LETTER OF GMPLNC 644 ALL BE AVAILABLE ON SITE FOR THE IN6PCTR BEFORE A CLRT OF OCCUPANCY WILL BE ISSUED. VNTLTN /INDOOR AIR QLTY RQMNTS MR TABLE 3 -2 - VENTILATION RATED FOR ALL GROUP R OCCUPANCIES FOUR STORIES AND LEGO Mlnhnm end M4XM%m Vw:Ulatlon Rater, OJDIC F«t Pan Mlnuto (CFM) LOOK AREA n2 In. Max. Mht Max. MIM Max. Mtn. 1 Lx Mtn. Max. <6O0 SO 1S 6b 88 SO 120 M 143 II0 16b b01 -low 6b 83 10 106 86 128 100 ID0 Ib 113 1001 -1600 i0 .,IO 15 113 W 13b WS 168 120 ISO 1801 -2000 66 w S0 120 w 143 lie ID 128 " 2001 -2600 10 106 5 128 100 ISO 16 n 3 130 Pow 21501 -3000 16 IL9 D0 138 lob 168 120 ISO 136 203 3001 -3800 SO 120 S& 143 IMO lib Gb IM 140 210 3501 -4000 86 128 100 O0 10 n3 ISO MSS 4001 -DODO 6S 14! Ib lib Qb 166 140 210 Bb 233 VENTILATION TABLE 3 -2 raax.wneu,tva PASSAGE W#2"X02 W- RI - HEAT REGISTER 2 -1/2- X t2 -1/4- OI'OLDS (SGL) WA V4" xbl 3/4' R2 - HEAT REGISTER 4 - 1/4- X t2 - V4" BIPOLD6 !DISLJ WWW 3/4" 116 - HEAT REGISTER 2 -1J' X 10-14' MIRROR 1W W4 -XN 3/4" OIPA66 UKNETAM 9/4' R4 -HEAT REGISTER 4 -V4' X 10 -I/•4" ' Rs - HEAT REGISTER 4 -V4" X 14 -V4` MIRROR BiP U 4- V2 1J- ' POCKET "x Wlt2.2"X DI PE NEAT REGISTERS TO BE R PLAFL LOCATE CUTOUTS, APPROX. A.6 6HOWW 6" IN FROM EXTTEIO DRIER 4 1/2'x4 1/1' WALLS 1 3" IN FROM INTERIOR WALL& RANGE 1 1/2'x1 L-2' TI • TOWEL BAR . 4'•0' ABV. FINISH Fi.00R OR 3 1/1"WO IA" T2 - TOWEL OAR . 4' -6" ACY. FINISH FLOOR RIMY W/ HOOD FM2 T3 - TOWEL RING . 4'4' AOV. FINISH FLOOR STP - SURFACE TOILET PAPER HOLDER RTP - RECESSED TOILET PAPER HOLDER p E RAC - 30 -1A" X 14 -1/1' RETURN AIR • 1 -14 BELOW CEILING OR RAF - 1 -V2. OFF 61 FLOOR MC - 14' X 24" R.O. lTYPJ MEDICINE CABNET R.O. SCHEDULE /PLAN LEGENC) PER CHAPTER 6 PERSCRIPTIVE REQJIREMENTp 2001 W6 CLIMATE ZONE I - OPTION III GLAZING U- FACTOR, VERTICAL U.AO, OVERHEAD U.J58 DOOR U- FACTOR, U..20 N6"TION, CEILMG, R - !6, VAULTED CEILING, 2.30 ABOVE GRADE WALL6, R -21, BELOW GRADE WALLA, R -21 FLOOR OVER VENTED CRAWL DPACE, R•30 SLAB ON GRADE, R -10 ENERGY CODE COMPLIANCE PERCENT GLAZING CALCULATIONS, XXX (pR FT. GLAZING) .XXXac XXX (sa FT. FLR AREA) SQUARE F OOTAGE SUMMARY LOWER FLOOR SQ, FT. MAIN FLOOR SQ. FT. UPPER FLOOR SQ FT TOTAL SQ. FT. UNFINISHED SQ. FT. GARAGE SQ. FT. RECEIV Y O F TI I Kw 1222 IMI•f CENTER ' & 0. '�"o L � - 1 � , m 0 4 � , 4 A 0 OR � wN V �� N NR N �n vu A oo z O W N a a a a e � s M a a h IL A 04 4 u V V./ e. a. tl L u x I tl u a Y a l e a o e a x A.3 • 644ALL CARRY MAMPAOTURERO STAMP 44ALL EIE INSTALLED 1 BRACED TO MANFACTURER6 6PECIFICATICN6 -WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDMG DEPARTMENT APPROVAL OF ENGINSERM6 CALCULATIONS -SHALL HAVE DEMN DETAILS 0 DRAWM06 ON SITE FOR MUMM6 MSPECTION TRUSS NOTES ' TOTAL VENT. REQ'D. OF NET FREE I I(I f I L, I(I I CI Ij I 00% BY VENT. AWVR RAVE X.5 . 6F. I I,I 'TOTAL VENTILATION PROVIDED. 9 AF -60 ROOF JACK YEILD6 50 IN NET FREE OR 3S 6F • OF JACK& REQ'D. VLNT6 OR ( ) VENTS 36 ljL II EAVE VENTLTN (STANDARD) LM. FEET x 33 M &F . IN OF EAVE VEJTLTN (NWCO E917) LIN. FEET x 73 M . IN OF GABLE END VENT. PROVIDED (IF APPLICABLE) l ) x BF GABLE END VENT, PROVIDED (IF APPLICABLE) ( ) x -N GABLE END VENT. PROVIDED OF APPLICABLE) ( ) x . OF • TOTAL GABLE END VENT. 1S% EFFICIENT OF x.16. 61 t70TAL VENTILATION FMmOVIDED ROOF JACKS. ( ) x be IN SF PAVE VENT6 . SF GABLE END VENTS . OF 61 PROVIDED> ar REQUIRED ROOF VENTILATION CALCULATION NOTE PROVIDE VENT BLOCKING EVERY 54Y 1 - t . ................... HATCHING DENOTES 2x OvERFRAMING f:'•A3:i 0YERFRAMING SPANS 1.9x6 HM) RAFTERS 624'0r- - 10' -II' MAXMIM INBRACED SPAN 7x10 H'4 RIDGE BEAM - 6' -0' MAXMUi UNDRACED 6PAN 9x10 FPS) FLAT VALLEY LAID DIAGONALLY ACRO66 TRAMS 7. 7x6 "M RAFM" X94' O.C. - S' -3' MAXMIM aaRAGED SPAN 9x9 NF+) RIDGE BEAM - 1' -0' MAXIh4M MRACED SPAN 9x6 Na) FLAT VALLEY LAID DIAGONALLY A01066 TF6b6E6 3.7x4 WP* RAFTERS 094' OG. - 6' -0 MAXMIM IINBRACED SPAN 9xi HM RIDGE BEAM - 6' -i• MAXMUM aarAOED 6PAN 9x6 HM FLAT VALLEY LAID DIAGONALLY ACROSS TRUS6E6 1 ) T U 0 V/ o �V) i v A t A � W T VJ 0 0 4 0 M 00N Y �l U n N NNu u.,3 N 00 Zow 0' y e a i e 0 RECEIVED riTy OP TI )Kwn A JUN 2 2 2004 PERMIT CENTER �C U N a� •curt .u■ :r r Irmr iog Awma e Y Y 5 UPPER FLOOR 4 LOUDER ROOF FRAMING PLAN SCALE. V4' . P - 0' III I r, - L . 11 _.. I _ I . I I I.f...l I I(I f I L, I(I I CI Ij I I I,I 1I ill 1 a .ILI I �.�.. I _ I � � ljL II Inch 1/16 2 ;'r+ I T - 1 - 1 I. III 44 t•'4 I r . - S"'Ua' � >a w� II illlllllllllll IIII�IIILIII_LL�ILILIiIII�.I�I) I IIII�IIILL. I p'�' III�IIIIIIIII�IIIII�III�IIIIILIII�IIII�ILIIIIIII� 1 z "11111111�1111�1111 II III I m e e r 0 Y, (WALL CARRY MANFACTURER6 67AMP •SHALL Be INSTALLED . BRACED TO MANUFACTURERS SPECIFICATIONS •WLL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL CF ENGIffiERMG CALCULATIONS -SHALL HAVE DESIGN DETAILS t DRAWINGS ON 617E FOR MWAMMG INSPECTION TRUSS NOTES • TOTAL VENT. REQID. . W NET MWE 300 SD% BY VENT. ABOVE EAVIg x 3 . SF. 'TOTAL VW71LATION PROVIDED, A1' -50 ROOF JACK YEILDS DO IN NET FREE OR 36 OF OF JACKS REQ'D, VENTS OR ( ) VENTS 36 SAVE VENTLTN (STANDARD) LIK FEET x 33 I?A.F . IN. SF SAVE VINTLTN (NW= 11322) LIN. FEET x 73 IN . IN SP GABLE END VENT. PROVIDED (I' APPLICABLE) ( ) x . GABLE END VENT. PROVIDED IN 6P (IF APPLICABLE) ( ) x 6p GABLE END VENT. PROVIDED (IF APPLICABLE) ( ) x IN . SF GABLE END VENT. 915% EFFICIENT SF x.96. SF • TOTAL • ROOD JACKS'. ( ) x ao IN ap ENT EAVE VS . SF GABLE END VENTS . OF ap PROVIDED ) SP REQUIRED LROOF CALCULATION NOTE: PROVIDE VENT BLOCKING EVERY BAY 3 I I - u , I NPNILTOP PLATE SPLICE W/ (21) IOd NAILS FOR M I ODLC HA O _bIA FI1- }K)k&M (TYP @ SIDE) %`•' ' _? HATCHING DENOTES 2x OVEWRAMING QIEWRAI`IING SPANS I. 2x8 WM RAFTERS 024" OC - W -II" MAxKM UERACED SPAN 2xIO HPV RIDGE BEAM - S'-0' MAXIM 4aRACED 6PAN 2x10 WFV FLAT VALLEY LAID DIAGONALLY ACROSS TR166E6 2. 2x6 WKI RAFTERS 024" OL. - 8' -3' MAX".M aaRACED SPAN 2xS FF9 RIDGE BEAM - 9'-0" MAXMUM WBRACBD SPAN 2x8 WKI FLAT VALLEY LAD PIAGONA.LY ACROSS TRk6E6 3.2x4 HM RAFTERS h4' = - w.0" MAXI'IM MERACED SPAN 2x& WKI RIDGE aEAM - S' -W MAX" UNSR4CW &PAW 2x6 WM FLAT VALLEY LAID DIAGONALLY ACROSS TRAW6 rlTY nF T1 /1 JUN 2 2 2004 PERMIT CENTER i V- V f ., " • _ - mUQn Mp b u U G � m a u u m■ S 0 _ _. .. _ U) � fi x17 i �ry i e " U1 ~ u t 3 A 00 III 5 ' \ PRE• IStgt � 4x6 46 i 410 X12 3 I I - u , I NPNILTOP PLATE SPLICE W/ (21) IOd NAILS FOR M I ODLC HA O _bIA FI1- }K)k&M (TYP @ SIDE) %`•' ' _? HATCHING DENOTES 2x OVEWRAMING QIEWRAI`IING SPANS I. 2x8 WM RAFTERS 024" OC - W -II" MAxKM UERACED SPAN 2xIO HPV RIDGE BEAM - S'-0' MAXIM 4aRACED 6PAN 2x10 WFV FLAT VALLEY LAID DIAGONALLY ACROSS TR166E6 2. 2x6 WKI RAFTERS 024" OL. - 8' -3' MAX".M aaRACED SPAN 2xS FF9 RIDGE BEAM - 9'-0" MAXMUM WBRACBD SPAN 2x8 WKI FLAT VALLEY LAD PIAGONA.LY ACROSS TRk6E6 3.2x4 HM RAFTERS h4' = - w.0" MAXI'IM MERACED SPAN 2x& WKI RIDGE aEAM - S' -W MAX" UNSR4CW &PAW 2x6 WM FLAT VALLEY LAID DIAGONALLY ACROSS TRAW6 rlTY nF T1 /1 JUN 2 2 2004 PERMIT CENTER G . 0 " � a a V/ Y y� a C e w z ■ y • r a n II O •r g e � i a n a @ Y � w n @ 1 N � u / N � a� r m a. . a x m, 0 ■ u m u ROOF FRAMING PLAN i SCALE, 114' . 1' - O" „ 1 U) mUQn Mp b u U G � m a u u m■ S 0 Q °N U) fi 0 , . 0 4 i/ U) i �ry " U1 ~ u t 3 A 00 G . 0 " � a a V/ Y y� a C e w z ■ y • r a n II O •r g e � i a n a @ Y � w n @ 1 N � u / N � a� r m a. . a x m, 0 ■ u m u ROOF FRAMING PLAN SCALE, 114' . 1' - O" „ 9 u • � m a u u m■ S A5 Inch 1/18 r' Fn a 3 fH w �� ti6 EL z���66, II�IIII�IIII�IIIf �. llll�llll�llll�llll _�.Llll�llil�lll.L�IIL 6 slss .sslslssss�����l���s�sssslssss s : j�-_ z wo STRUCTURAL NOTES: DESIGN CRl'TF.AIA: 1. BUILDING CODE: IBC 2003 2. VERTICAL LOADS: ROOF FLOOR SNOW LOAD 25 Pal LIVE LOAD 40 pat DEAD LOAD 15 pat 12 pof 3 SHEARWALLS AND FO FOUNDATION DATION RE DISPLACEMENT E NT IS RESISTED BY PASSIVE PRESSURE AND SLIDING FRICTION OF EARTH, 4. LATERAL WIND LOADS: 80 MPH EXPOSURE " " 5. & - 1.5 SEISMIC SITE CLASS D, E- ;OE + .2 SOS D 3(1 2Ds /R)WE. SD8 NOT REQUIRED ED) FOR WOOD SHEARWALLS PER ASCE7 -02- 9.5.2.6.4.3 GENERALS 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO HE CONTRACT DRAWINGS. 2. DURNING HE CONSTRUCTION PERIOD HE CONTRACTOR SHALL BE RESPONSIBLE FOR HE SAFETY OF HE BUILDING, HE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING AND GUYS IN ACCORDANCE W/ ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. ANY DEVIATION MUST BE APPROVED PRIOR TO ERECTION. 3. ALL ERCTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. ANY DEVIATION MUST BE APPROVED BY OSHA PRIOR TO ERECTION. 4. HE CONTRACTOR SHALL BE SOELLY RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES, 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TO ATTENTION OF ENGINEER R AND BE RE PROCEEDING CAL THE WORK. 6 CONDITIONS E T NOT E PE�CIRICALLY TYP BUT ARE S M LAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ENGINEER, 7. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT. B. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE BUT WITHOUT GUARANTEE OR ACCURACY, WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE ENGINEER SO THAT THE PROPER REVISIONS MAY BE MADE, MODIFICATIONS TO DETAILS OF CONSTRUCTION SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. FRAMNG LUMBER: 1. FRAMING LUMBER SHALL BE HEM -FIR NO. 2; AND HEM -FIR NO. 2 FOR ALL TOP AND BOTTOM PLATES (GRADES ARE TYPICAL UNLESS OTHERWISE NOTED ON PLANS). LUMBER TO BE GRADE MARKED PER WCUB SPECIFICATIONS. 2. STRUCTURAL SHEATHING SHALL BE APA RATED PLYWOOD, EXPOSURE 1, SHEATHING CONFORMING TO EITHER COMMERCIAL STANDARDS P51 -83, APA PRP -108, OR VOLUNTARY PRODUCT STANDARD PSE -92, PROVIDE MINIMUM OF 3/8" EDGE DISTANCE ON ALL NAILS AND 1 B' EXPANSION JOINTS BETWEEN ALL PANEL EDGES. MINIMUM SHEATHING REOUI EMENTS ARE AS FOLLOWS: R OOF E)(TERIOR OL.U P 24 0 / USE 5- PLY PANELIZED ROOFS). NAILING 8d O 8 INCHES ON CENTER AT PANEL EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS, SUBFLOORING TO BE 3 GLU 4" T&G C -D INT -APA RATED PLYWOOD WITH EXTERIOR GLUE P.I. 48/24. E AND NAIL WITH 10d AT 6 INCHES ON CENTER AT PANEL EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. NAILI 3. UNLESS OTED OTHER U T ABLE COMMON NAILS THROUGHOUT NLESSSLNOIEDIOTHCERWSE. 4. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRRRNG BY HE STRUCTURAL ENGINEER, 5, PROVIDE 2x2 WASHERS UNDER HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD, BOLT HOLES SHALL BE NOMINAL DIAMTR OF BOLT PLUS 1/16' UNLESS OTHERWISE NOTED. LAG BOLT PILOT HOLES SHALL BE PRE - DRILLED TO 60% 0 THE NOMINAL DIAMETER OF HE LAG BOLT UNLESS OTHERWISE NOTED. ALL SILL PLATES SHALL BE BOLTED TO THE FOUNDATION WITH 5/B' MINIMUM DIAMETER BOLTS SPACED AT 48" ox. MAXIMUM SPACING ((EMBED 5` MIN. INTO CONCRETE OR MASONRY). SEE PLANS AND DETAILS FOR SPECIFIC EMBED WHERE OCCUR. ALL FRAMING LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. (SEE NOTE 1 FOR MINIMUM GRADE INFORMATION) WIRE STAPLES WITH 7/16' CROWN MAY BE SUBSTITUTED DIRECTLY FOR COMMON NAIILS CALLED OUT ON STRUCTURAL PLANS: SHEARWALLS: Bd m 14 GAGE x 1 -1/2" DIAPHRAGMS: Sal 13 GAGE x -1 / 2 " 15 GAGE x 1 -1 2' SHE!?Wel i unm. FINISH I I I I I E I I I I I I II I I I I I s . I. ALL STUDS AND BLOCKING SHALL BE HF #2 ALL TOP AND BOTTOM PLATES SHALL BE HF //2. ALL SHEAHING EDGES SHALL BE BACKED WITH 2x OR WIDER F(iAMINO UNLESS OHHERWIZE I I II l�, II II II II /1I BOLTT II I I II OR NAILS NOTED (SEE NOTEA2). SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLYY. DISTAN E IL 5 8 DIA. 2 5 8 DIA. 2. WHERE SHEATHING NAILING IS A ® OR GREATER, FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECIEVING EDGE NIALING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3 -INCH NOMINAL 1 3 4 HDSA 3 4 DIA. MEMBER AND SILL PLATES NOT BE LESS THAN A SINGLE 3 -INCE NOMINAL MEMBER, POST k VVV H 1 3 4 TWO 2X BOTTOM PLATES MAY BE SUBSTITUTED FOR A SINGLE 3X BOTTOM PLATE WHEN APPLICABLE, HOLDOWN - -- - - rj-� 3. NAILING CRITERIA IS BASED ON UBC TABLE 23- 11 -1 -1 FOR CD PLYWOOD AND HFN2 W O u t NOTES. O H SUBSTITUTIONS MUST BE V� ERIFl D INWRITIING THE�STRL ENGINEER. 4. HOLDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT THE / ( O SEE SHEARWALLASCHEbULEGFOR LUMBER�GRADE),�IAP P CENTER U SPLICE R ON ENDS OF MANY SHEARWALLS, SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON THE PLANS, REFER TO THE APPROPRIATE CONNECTOR DETAILS FOR ADDIONAL STU QB EOCE NAILING AT ALL PANEL EDGES. BACK w/ Q HOEDOWN PER SCHEDULE AND PLAN 2x BLOCKING OR BACKING INFORMATION REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, ETC, 5 ANCHOR BOLTS MUST BE EMBEDED INTO CONCRETE SIZE ©EDGE NAILING TO HOLDOWN POST (FULL HEIGHT) QC� SH EAR W A LL RDNALL STUD AND RE REQUI TS OR GROUTED CMU A MINIMUM OF 7 ", AND SHALL BE PLACED TO PROVIDED A MINIMUM OF 2' GROUTED CLEAR ' %� OF FORMED CONCRETE (PROVIDED 3' CLEAR FOR CONCRETE CAST OO STUDS O to* ox. ED O QP,T. SILL PLATE w/ EDGE NAUNG d: ANCHOR O AND KING NAI POSTS" TRIM STUDS B. ALL MACHINE BOLTS .B.) SHALL BE ASTM A307 OR BETTER (NOTE: HILTI KWIK BOLTS OF HESS M SAME BOLTS PER SHEARWALL SCHEDULE (PROVIDE OF A MINIMUM 5 /B "dta. ANCHOR BfSLTS O 48" ox., EMBEDED 7" MIN.) DIAMETER AS SHOWN ABOVE MAY BE USED XIST n t G CONRETER BOLTS SHALL BE EMBEDED A MINIMUM OF S' INTO STND. SHEARWALL ELEVATION 7. AN ACCEPTABLE ALTERNATE FOR APA RATED 15/32 COX SHEATHING IS THE 15/32 ORIENTED STRAND BOARD (OSB), N.T.S. 8. USE 2"X2'X3/16 WASHER OVER ALL ANCHOR BOLTS. 1 DUI. /BOTTOM f� HD 31 16d O 8'o.c.- BLOCKING TYP, ,i - - - KING STUD TO EACH SIDE OF 5 8 0. J Q POST ROOF TRUSS 1 3 4 HTT22 5 8 DIA, 32 tOa 8 PER PLAN 1 J 4 LTT20 urn n nwu unrrc. 1 2 CIA. 10 18d DIAPH. EDGE NAILING 1 3 4 -CLEAR SPAN 17" MAXIMUM 1. REBAR \ \ s 1 / 2x CONT. BLOCKING w/ A35F O 24 ox. LENGTH HOLD01yN HO s 1. ALL THREAD BOLTS SHALL CONFORM TO ASTM A307. 2. MIN. CONCRETE COMPRESSIVE STRENGTH fc- 2,500ps1. 3. HD14A, HD20A k HD15 REQUIRE A Bx MIN, POST SIZE, U.N.O. 4, MINIMUM EDGE DISTANCE SHOWN IS FOR FORMED CONCRETE EXPOSED TO SOIL OR WEATHER. FOR CONCRETE CAST AGAINST SOIL PROVIDE 3' CLEAR TO ANCHOR BOLT. 5, NAILS TO HOLDOWN POSTS SHALL BE 10d COMMON, (1Bd SINKERS ENOIN E USED WITH PRIOR WRTTTEN APPORVAL BY H STRUCTURAL. PROVIDE 4x SOLID BLOCKING BELOW HOLDOWN POST TRIM STUD WHERE REO'D, FOR FLUSH FINISH SILL PLATE PER SHEARWALL SCHEDULE (2x MIN.) , R BOLT PER ULE BOLTS PER SCHEDULE WN POST PER PLAN MIN) SEE NOTE p3 HOLDOWN AT FLOOR TRIM STUD WHERE //��HOLDOWN POST PER PLAN REQ'D. FOR FLUSH / (2 -2x MIN.) SEE NOTE p3 FINISH // PRESSURE TREATED SILL PLATE !` PER SHEARWALL SCHEDULE (2 -2x MIN.) s . ANCHOR BOLT PER SCHEDULE HOLDOWN AT SLAB DE -ONE 04 REBAR EDGE NAILING ^"" BLOC 2x BLOCKING OOF TO WALL t (12" MI R KING CONNECTION DOUBLE TOP PER SCHEDULE / PLAN // LENGTH VENTILA MAY BE REQUIRED / PLATE 910M CORNER ENGINEER T TO CONSTRUCTION. SHEARWALL NAILING STUDS B SPACING k SHEATHING PER RIM JOIST PER PLAN SCHEDULE / PLAN INSTAL. SIMPSON 'STHDI4RJ' TRUSS/ SHEARWALL CONN. INTERIOR SHEARWALL N.T.S. 4 N,TS. PERP ' TO ROOF TRUSS 5 N.T.S. DIAPHRAGM EDGE NAILING DIAPHRAGM 1 O B' o.e. SHEARWALL EDGE NAILING SHEARWALL V� I _ EDGE . TYP.) 18d O 8" o.c. EDGE NAIUN� 1 BLOCK EDGE NA (4 'PLC. TYP.) (4 PLC. TVP.1 EDGE NAILING JA35 IAPHRAGM EDGE H2 BETWEEN AILING •i 8d O B" ox. BLOCKING S ARCHITECTURAL 6d's O 8" ox, DRAWINGS FOR (3) 10d FLOOR JOIST SCREENED VENT O 48` ox. PE R BLOCK PER PLAN REQUIREMENTS OIST TO PLATE EDUCE SPACING Q e 12 o c. FOR SHEARWALL EDGE 1 NAILING 1 I RIM JOIST ONLY wy w/ W T PER PLAN 2x BLOCKING (3 BAYS) O 48" o.c. O 48" o,c. w A35 TO PLATE k H2 ETWEEN 2x BLOCKING (2 BAYS) O 48` o.c. FOIST PERPENDICULAR y �JOIST PARALLEL •- EXTERIOR C JOIST PARALLEL - INTERIOR �n FLOOR JOIST TO SHEARWALL CONNECTION HOLDOWN SCHEDULE 2x BLOCKING MODEL BOLTT SHEARING 8 NAILING OR NAILS DISTAN E PER SCHEDULE /PLAN 5 8 DIA. 2 5 8 DIA. PREMANUFACATURED 1 3 4 HDSA 3 4 DIA. TRUSSES PER POST k 7 1 2 1 3 4 PLAN HOLDOWN J rj-� 10 1 2 PER PLAN HD10A 7 8 DIA 4 16d-. END 13 1 3 4 HD14A 1 DIA. 4 1 DUI. 16 2 3 4 VERT 2x BETWE 1 4 D 4 1 DUI. /BOTTOM 3 4 HD 31 16d O 8'o.c.- BLOCKING TYP, 1 0 - - - KING STUD TO EACH SIDE OF 5 8 0. - - - POST -ONE 04 REBAR EDGE NAILING ^"" BLOC 2x BLOCKING OOF TO WALL t (12" MI R KING CONNECTION DOUBLE TOP PER SCHEDULE / PLAN // LENGTH VENTILA MAY BE REQUIRED / PLATE 910M CORNER ENGINEER T TO CONSTRUCTION. SHEARWALL NAILING STUDS B SPACING k SHEATHING PER RIM JOIST PER PLAN SCHEDULE / PLAN INSTAL. SIMPSON 'STHDI4RJ' TRUSS/ SHEARWALL CONN. INTERIOR SHEARWALL N.T.S. 4 N,TS. PERP ' TO ROOF TRUSS 5 N.T.S. DIAPHRAGM EDGE NAILING DIAPHRAGM 1 O B' o.e. SHEARWALL EDGE NAILING SHEARWALL V� I _ EDGE . TYP.) 18d O 8" o.c. EDGE NAIUN� 1 BLOCK EDGE NA (4 'PLC. TYP.) (4 PLC. TVP.1 EDGE NAILING JA35 IAPHRAGM EDGE H2 BETWEEN AILING •i 8d O B" ox. BLOCKING S ARCHITECTURAL 6d's O 8" ox, DRAWINGS FOR (3) 10d FLOOR JOIST SCREENED VENT O 48` ox. PE R BLOCK PER PLAN REQUIREMENTS OIST TO PLATE EDUCE SPACING Q e 12 o c. FOR SHEARWALL EDGE 1 NAILING 1 I RIM JOIST ONLY wy w/ W T PER PLAN 2x BLOCKING (3 BAYS) O 48" o.c. O 48" o,c. w A35 TO PLATE k H2 ETWEEN 2x BLOCKING (2 BAYS) O 48` o.c. FOIST PERPENDICULAR y �JOIST PARALLEL •- EXTERIOR C JOIST PARALLEL - INTERIOR �n FLOOR JOIST TO SHEARWALL CONNECTION HOLDOWN SCHEDULE EM LENGTH MODEL BOLTT OR NAILS DISTAN E H02A 5 8 DIA. 2 5 8 DIA. 6 1 4 1 3 4 HDSA 3 4 DIA. 2 3 4 DU. 7 1 2 1 3 4 H08A 7 8 DIA. J 7 8 DU. 10 1 2 1 3 4 HD10A 7 8 DIA 4 7 5 DUI 13 1 3 4 HD14A 1 DIA. 4 1 DUI. 16 2 3 4 HD20A 4L 1 4 D 4 1 DUI. 16 3 4 HD 31 1 1 4 Did 1 0 18 234 NM 22 5 8 0. 30 10 B 8 1 4 1 3 4 HTT22 5 8 DIA, 32 tOa 8 8 1 4 1 J 4 LTT20 urn n nwu unrrc. 1 2 CIA. 10 18d 8 1 4 1 3 4 TRIM STUD WHERE runt rcK ULAN REQ'O. FOR FLUSH ( MIN,) SEE NOTE #3 FINISH PRESSURE TREATED SILL PLATE PER SHEARWALL SCHEDULE (2 -2x MIN.) ALL THREAD BOLT AND EMBEDMENT a LENGTH PER SCHEDULE, EMBED WITH ANCHOR -IT 'HS200" EPDXY. (ICBO 1 REPORT NO. 4393) 1. ALL THREAD BOLTS SHALL CONFORM TO ASTM A307 HOLD OWN AT SLAB 2, MIN, CONCRETE COMPRESSIVE STRENGTH (C - 2,500 psi, 3. HD14A, HD20A k HD15 REQUIRE A 6x MIN, POST SIZE, U.N.O, 4. MINIMUM EDGE DISTANCE SHOWN IS FOR FORMED CONCRETE EXPOSED TO SOIL OR WEATHER. FOR CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. 5. NAILS TO HOLDOWN POSTS SHALL BE 10d COMMON. (16d SINKERS ENGINEE USED WITH PRIOR WRITTEN APPORVAL BY H STRUCTURAL 6. MINIMUM CONCRETE WALL THICKNESS IS 6 7. WHEN FIELD CONDITIONS BECOME LESS THAN MINIMUM SHOWN, CONTACT ENOINEER PRIOR TO PROCEEDING. S. DRILL ANCHOR BOLT HOLES 1/8" LARGER THAN ANCHOR BOLT DIA 9. HOLDOWNS MAY BE ATTACHED TO EXISTING CONCRETE USING "ANCHOR -IT HS200" SOILDBOND EXPDXIES w/ THE FOLLOWING SIZE AND EMBEDMENT: SEE CHART, n STANDARD HOLDOWN INTO EXISTING FOUNDA Li � to 1 -0 OR RIM JOIST F -16d NAILS TO EA. JOIST) ARWALL FOUNDATION t AN HOER BOLT PER PLAN R FND. / SHEARWALL CONN. STRAP IN LIEU OF HOLDOWN WHERE OCCURS (BEND EXCESS AROUND BEAM) rHEADER PER PLAN 5 ' 2x TRIM AS REQ'D. BEARING PLATE 1/4" x 4' x 4" SIMPSON MST48 EACH ND (BEND EXCESS AROUND HEADER) POST k HOLDOWN BELOW PER PLAN STANDARD HOLDOWN AB OVE HEADER N•TS• NOTE: CONNELT H'OLDUWN _M TSEAn C 5171 2x0 P.T. HF 2 w/ SHEARWALL 5�8' dla. A O PER PLAN 4 -0" o.c, (MAX.) " ox. cvl / / 24 BACKFILL w 24 � POROUS MATERIAL O (ICAL) SLAB PER PLAN "FOIO TING NC. WALL PER INTO FOOTING AS OWN PER PLAN 4' PERF. PLASTIC PIPE PIPE - CENTER IN 1 FOOT WASHED PEA GRAVEL d: DRAIN TO DAYLIGHT OR APPROVED OUT FALL . ND. / SHEARW CONN. RECEIVED + (7F rl ) KWII A JUN 2 2 2004 PERMIT CFNTEfd 1 [1.114! Inch 1/16 1 12� h 56 Vj l i_.L 0 6 £L Zb L6 LI 1 1 1 1 1 1 1 L I LI. I I I I I I I:I I L� � LI LI_L� I_I 1 1 (l l i lLll_LI_I ill. . I(I III rllil;l Iliilil�� iji ilii�li III ili il� ili ill SI I 6I rI f "r*TMx }i� S) k yi 1 coral L� Ra r r to « 1 Y II .lIi4J�lI�IIII�.�.II��' 1 111111 :IL�I II I�`Llll�������� II� �DQ Cn 0 Cu O N Cn 10 O r C-i x C QaaD LL V_/ O) . 3 a M ; o 0 Q 4 N O N O W N 0 a L C No. Date By Revision U O IL Drawn by: Checked by: Date: Job No. S -1