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HomeMy WebLinkAboutPermit D04-208 - WGW CONSTRUCTION - LOT 6 - NEW HOUSE• • WGW CONSTRUCTION LOT 6 4216 S 116 ST D04-208 • • • � / �,�V4 Ll yy City of Tukwila rice Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Parcel No.: 3347400025 Permit Number: D04-208 Address: 4216 S 116 ST TUKW Issue Date: 10/07/2004 Suite No: Permit Expires On: 04/05/2005 Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: WGW CONSTRUCTION - LOT 6 4216 S 116 ST, TUKWILA WA WGW CONSTRUCTION 329 NW 2 PL, RENTON WA Phone: 425 - 246 -0740 KEITH MENGES 329 NW 2 PL, RENTON WA Contractor: Name: W G W CONSTRUCTION Address: 329 NW SECOND PL, RENTON WA Contractor License No: WGWCOGW9623R 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 by infiltration in driveway, 3/4 "water meter, sanitary side sewer shared stub with Lot 7 (D04 -209), and access. Right -of -way work for D04 -208, D04 -209, D04 -210 and D04 -211 permitted under D04 -208. Allentown water and sewer connection charges apply. Storm drainage in S. 116th Street is WashDOT overflow. Storm drain line in S. 116th is for WashDot overflow. Preconstruction conference with Public Works Inspector. Value of Construction: $164,878.50 Fees Collected: $40,502.09 Type of Fire Protection: Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Flood Control Zone: N Hauling: N Start Time: Land Altering: Y Volumes: Cut Landscape Irrigation: N Moving Oversize Load: N Start Time: Sanitary Side Sewer: Y Sewer Main Extension: N Private: N Size (Inches): 0 End Time: 70 c.y. Fill 70 c.y. End Time: Public: N doc: Devperm D04 -208 Printed: 10 -07 -2004 Z '~ W Q: 2 UO NO CO LLI J = S2 LL WO U— W a =W Z� �- O Z H- W5 U� ON OH WW H- LL O .Z W U= O Z i s g C ity of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Storm Drainage: Y Street Use: Y Profit: N Water Main Extension: N Private: N Water Meter: N ** Continued Next Page ** Non - Profit: N Public: N doc: Devperm D04 -208 Printed: 10 -07 -2004 z Z w JU 0 U) 0 J = F- u_. W O J U_ Q: N d = W ' z I- F- O z F_ 5. U� O to . LLI = LL —O .. Z. U X- O z Cit y of Tukwila 19Q8 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: e5 Date: 41 f I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this ermi regulating constr9dion or Signature: not pre,s Gme to give authority to violate or cancel the provisions of any other state or local laws rforyn�(nce of work. I am authorized to sign and obtain this development permit. �l c Print Name: � l ��, 04 - -� <-1 7 -a` Date: — /O O 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 -208 Printed: 10 -07 -2004 Z J- Z �W Q 2 JU UQ CO �W WO �Ei LL Cj)d =W �_ Z�- HO Z E- W U ON CI F- WW F- �. u. O .Z W UN F= _ O �.". Z 'f e City of Tukwila r�� Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 3347400025 Permit Number: D04 -208 Address: 4216 S 116 ST TUKW Status: ISSUED Suite No: Applied Date: 06/22/2004 Tenant: WGW CONSTRUCTION - LOT 6 Issue Date: 10/07/2004 1: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 2: Schedule a Preconstrcution Conference with the Public Works utility inspector at least 24 hours (one working day) before work begins. 206.431.2449 3: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests or utility work must also be made 24 hours in advance. 4: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 5: 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. 6: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 7: Any material spilled onto any street shall be cleaned up immediately. 8: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 9: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 10: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 11: ** *BUILDING DEPARTMENT CONDITIONS * ** 12: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 13: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 14: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 15: All construction shall be done in conformance with the approved plans and the requirements of the International doc: Conditions D04 -208 Printed: 10 -07 -2004 z Z �w UQ co W J = I-- �U. w LLQ �D = �-w Z F- f- O z�- w w U� ON OH wW LL O ..z w to O H z 47 ✓a .p N i',�a " + <i{. Gh�..rl ci;r&;: 1k; �cGi.. iiaati� ::ii.'r� ", Yti b':bs .. � "' _ y � A �.. 19C6 , �� Cit of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. Z 16: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any w requirements for special inspection. W D 17: All wood to remain in placed concrete shall be treated wood. v 0 CO 0 18: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building W = inspector. No exception. _J � w 19: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be g obtained at City Hall in the office of the City Clerk. 20: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the U. to a International Building Code and the Washington State Ventilation and Indoor Air Quality Code. _ Z �. 21: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances z O shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, w w bathrooms, toilet rooms, storage closets, surgical rooms. v o 22: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE N 0 F- GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that w w the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. v LL 23: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall z be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum v co distance of 4- inches shall be maintained above the controls with the strapping. 0 Z 24: 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). 25: 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). 26: 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. 27: Eaves shall not extend more than 18- inches into yard setbacks. See sheet A -6. * *continued on next page ** doc: Conditions D04 -208 Printed: 10 -07 -2004 19Cd City of Tukwila � i 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 construct' n or the p rformance of work. 7 �A Signature: Print Name: i -e( r4d Date: doc: Conditions D04 -208 Printed: 10 -07 -2004 z w D vO U) o CO LU LU _. �L LU LL ?. CO D, =w z� �O z ir-- w W U O N, D F— w W H u.. O z U= O z CITY OF TUKW1 _ G) Community Development Department �o Public Works Department Permit Center 1908 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 , :�Builditig.,Pernuf N'�. Mechanical A r"* No �. -•i . 'n , �:el'� . �:y , � r:i 7,'. f t J I .1�,d c4rV , a, a t 1 Pam ,Works Pe mit' No ProjecE,No: use only). 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. * *Ple ase Print ** SITK LOCATION ' ` ` At r l « King Co Assessor's Tax No.: 7 0 Z Site Address: qu Z _: : > t I Suite Number: Floor: Tenant Name: New Tenant: M.— vec F __Nn Property Owne Mailing Addre; uty State Zip 'CON TACT PERSON Name: �,�1,:.�t�'a1 Day Telephone: Mailing Address: E -Mail Address: City '' State Fax Number: GENERAL CONTRACTOR INFORMATION } Company Name: Mailing Address: L?2ZQ b1k) SG'� &JA �SbS� i City State Zip Contact Person: Day Telephone: Z1 l0- E -Mail Address: Fax Number: f Contractor Registration Number: WG ? -u ct br r Li tration Date: * *An original or notarized copy of cu rent Washington M`a'te Contr cense must be presented at the time of permit issuance ** I ARCHITECT OF RECORD — All plans must be wet stamped by .Architect of Record Company Name:_ Mailing Address: rIM City - state Zip Contact Person: __JDN ,ji yo _P_�51/1 Day Telephon • rS n.2 E -Mail Address: 1 C4M )�e, Fax Number: Z ENGINEER OF RECORD. -- All plans must be wet by Engineer,of Record ' Compan, Mailing Contact Person: (� f f jZ,/� �(/��I Gf TOY Day Telephone: (qZ5 — 27 1 ' E -Mail Address :_ Fax Number: lapplicationslpermit application (3.2003) 3/2003 Page 1 I Z ~ W tY 2 D UQ W = F— �U_ WO LLQ T D = �W Z F 0 Z W U� ON 0H WW �U LL —p W Z U= O Z BUILDPRIVYIT�F ©RMA ". JN 206 431 3670 M q ; 1 ValuatimCofProject� (iontracjbr's bid price): $�_ �j �..— Existing Building Valuation: Scope of Work (plea (please provide detailed information): �(p' -(o �T ��11�(�t✓ i Will there be new rack storage? ❑ .. Yes I No If "yes ", see Handout No. for requirements. Provide All Building Areas in. 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): * 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 PROTECTION/HAZARDOUS MATERIALS: E].. Sprinklers ❑..Automatic Fire Alarm .None ❑ . Other (specify) Will there be storage or use of flammable, combustible or haza ous materials in the building? ❑ ..Yes ❑ ..No If "yes ", attach list of materials and storage locations on a separate S -112 .r I I paper indicating quantities and Material Safety Data Sheets. tapplicationslpermit application (3.2003) 3/2003 Page 2 z ~ w UO N CO W J � CO U. WO �QQ LL Q N� = �W ZO U to 0 1— W H� LL O z W U= O F- z Existing Interior Remodel Addition to Existing Structure . New Type of Construction . per.UBC Type of Occupancy per UBC 1',..Floor 2 ":. Floor O 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): * 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 PROTECTION/HAZARDOUS MATERIALS: E].. Sprinklers ❑..Automatic Fire Alarm .None ❑ . Other (specify) Will there be storage or use of flammable, combustible or haza ous materials in the building? ❑ ..Yes ❑ ..No If "yes ", attach list of materials and storage locations on a separate S -112 .r I I paper indicating quantities and Material Safety Data Sheets. tapplicationslpermit application (3.2003) 3/2003 Page 2 z ~ w UO N CO W J � CO U. WO �QQ LL Q N� = �W ZO U to 0 1— W H� LL O z W U= O F- z i ,r i i z . { :, i I y . Water Meter Refund /Billing: a Name: r Mailing Address: 4pplications\permit application (3 -2003) 312003 Page 3 ..... r-• M+ �aa :,+»kF.,+� „rxz. v. W.f�'u�t�'�kl:. Call before you Dig: 1- 800 - 424 -5555 Please.refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑... Water District # 125 ❑ .. Highline ❑ ...Renton ... Water Availability Provided Sewer District ❑ . Tukwila ❑... ValVue ❑ .. Renton ❑.'..Seattle ❑ ...Sewer Use Certificate ❑... 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 Proposed 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 ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ .. 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 ❑ ...Permanent Water Meter Size... WO# ❑ ...Temporary Water Meter Size.. WO# ❑ ... Water Only Meter Size............ WO# ❑ ... Deduct Water Meter Size........ " ❑ ...Sewer Main Extension ............ Public Private ❑ ... Water Main Extension ............. Public Private FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water [] ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State zip City State Zip Day Telephone: Z } Z �W aa � JU UO W� N u. WO J LL cr) = W H Z� 1--0 Z F- �5 U� O� 0 1— WW LL H� — 0 W U= O Z Scope of Work (please provide detailed information): r MECHANICAL PERMIT INFO'S 'NATION 206`430670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Addres 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 information): t Use: Residential: New ... Replacement .... M Commercial: New .... E] Replacement .... R Fuel Type Electric ..... Gas ... Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: • Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <I OOK BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP/ 100,000 BTU Furnace>IOO BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP/1,750,000 BTU Heat/Refrig /Cooling System Incinerator - Domestic _ Air Handling Unit < =10,000 CFM Incinerator — Comm /Ind -J PERMIT APPLICATION NOTES _ App1ic0ble to:all permits ht thN Ahlbikfifi lt►, Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF ERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O ER O U EiORIZED AGENT: Sip-nature- �� ��--�" D t Print Name: Mailing Address:_�� a e. Day Telephone: k1 v� City Slate , Zip Date Application Accepted: l Date Application Expires: Staff I ' a 22 D /Z - ZZ o V �_­ , \3pplications\permit application (3.2003) 3/2003 Page 4 L W • c.. ; r x'.: ' `+. ` , y . ,p ui.ui6kiu V,.:L:'.:, : FwS• Sris .:k'yz6Y.m+L+�iiS�e�..w...�•: Z Z �W �0 00 W� NW W O i U. N C� = W ~_ ;. WW 20 � U 0- 0 H W I FU IL O { -Z i 2 W C0 Z I WA �'JI Q City of Tukwila race 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: Address: Suite No: Applicant: 3347400025 4216 S 116 ST TUKW WGW CONSTRUCTION - LOT 6 Receipt No.: R04 -01380 Initials: SKS User ID: 1165 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance- D04-208 APPROVED 06/22/2004 23,378.05 10/07/2004 03:24 PM $0.00 Payee: EDMONDS PLAT LLC TRANSACTION LIST: Type Method Description Payment Check 5217 ACCOUNT ITEM LIST: Description ------------------------------ BUILDING - RES CASCADE WATER ALLIANCE PHOTOCOPIES /DUP SERVICES PLAN CHECK - WATER METER PW LAND ALT PERMIT FEE PW PAVEMENT MITIGATION 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 000/322.100 401/386.550 000/341.690 000/345.830 000/342.400 000/344.101 000/342.400 000/345.830 402/379.004 000/386.904 401/379.004 401/379.002 401/342.400 401/386.520 401/343.405 Amount 23,378.05 Current Pmts 1,357.75 2,088.00 5.00 10.00 37.00 4,275.00 304.50 86.50 5,158.40 4.50 9,461.40 60.00 15.00 490.00 25.00 Total: 23,378.05 10/08 1 TTT44., 251 doc: Receipt Printed: 10 -07 -2004 z I H +- W W JU 00 UJ Cl) LL wo LL Q C') = �w z F- F- 0 z F- 5 U� O N w W. H� u' O W z U= O z 0 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i RECEIPT Parcel No.: 3347400025 Permit Number D04-208 Address: 4216 S 116 ST TUKW Status: PENDING Suite No: Applied Date: 06/22/2004 Applicant: WGW CONSTRUCTION - LOT 6 Issue Date: Receipt No.: s R04 -01274 Payment Amount: 15,750.00 Initials: LAW Payment Date: 09/20/2004 03:40 PM User ID: 1630 Balance: $23,378.05 r Payee: EDMONDS PLAT LLC TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 5216 15,750.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BONDS /DEPOSITS 000/386.908 15,750.00 Total: 15,750.00 doc: Receipt Printed: 09 -20 -2004 Q = Z w JU UO t o 0 to w w= J F- �w w O LL¢ = CI �. W Z f- Z 0 U � O - 0 E- WW H u' O Z W U= O F- Z �. City of Tukwila rave 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: Permit Number D04 -208 Address: Status: PENDING Suite No: Applied Date: 06/22/2004 Applicant: WGW CONSTRUCTION - LOT 6 Issue Date: Receipt No.: Initials: User ID: R04 -00757 BLH ADMIN Payment Amount: Payment Date: Balance: 1,374.04 06/22/200412:27 PM $1,617.25 Payee: EDMONDS PLAT LLC TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 5067 1,374.04 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 Total: 1,374.04 o ( � q 2W 06123 9710 TOTAL 5 96 6 doc: Receipt - Printed: 06 -22 -2004 z �Z W or � 00 M CO LLJ W = 1- Mw w LL? co =w 1-0 z i-- w w U� O N O 1- WW H� ILL W z U= O z City of Tukwila Me 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 3347400025 Permit Number: D04 -208 Address: 4216 S 116 ST TUKW Status: ISSUED Suite No: Applied Date: 06/22/2004 Applicant: WGW CONSTRUCTION - LOT 6 Issue Date: 10/07/2004 Receipt No.: R05 -00498 Payment Amount: Initials: LAW Payment Date: User ID: 1630 Balance: 900.00 04/08/2005 11:41 AM $0.00 Payee: EDMONDS PLAT LLC TRANSACTION LIST: Type method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 5357 900.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BONDS /DEPOSITS 000/386.908 900.00 Total: 900.00 z �w �U UO CO 0 CO W cn �. w 9� U— ca �w z f- E- O Z F- W5 U� O N 0 H- w W UO w z U= O Z of rJ INSPECTION RECORD l+ Retain a copy with permit )+ 0� INSPECTION NO. PERMI O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: 1 `` t Type of Inspection: Addr ss: u- 10 S _ 11 l� Date Called: Special Instructions: Date Wanted : a.m. "'t ^ &' C p.m. Requester: Phone No: ' Ehpproved per applicable codes. Corrections required prior to approval. COMMENTS- IM 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. Z H `~ W Cr. W U UO to a cco W J H to ld WO J U. Lo = W ?H ZO U O N O l-- W uJ H� t1. O W Z U= Z INSPECTION RECORD D��,_2QS Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300'Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 l Project: C /+ 011.S+rU Type of Inspection: I F Address: Date Called: 3-- 23-05 Special Instructions: �O Date Wanted: la.m 3-2-4-05 p.m. Requester: OU Phone No b- ,, 36::Z s . Approved per applicable codes. Corrections required prior to approval. COMMENTS: /"/ \ V 1174 S55 Q_ 5 � } r SCE P5 Inspector: Date: 3/2- 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. z Z W 0 CO J � �LL WO 9-j LL cl) I _. z F- I- O z F- W U� ON O I - WW LL tll z co O z v Jf (� � /v l - Y �/ -wit � 7 j /)(// �- r l L j 6, -2/24 44 Q /' Ze ruts T A 77 a 61..A Inspector: Date: 3/2- 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. z Z W 0 CO J � �LL WO 9-j LL cl) I _. z F- I- O z F- W U� ON O I - WW LL tll z co O z h 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: � Type of Inspection: 6 Address: Date Called: 2 1 t� Special Instructions: (1 ( Date Wanted: a.m. Request : Phone o: Approved per applicable codes. F1 Corrections required prior to approval. C J WAFM I M. d i f nspector: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. teceipt No.: Date: Z �~ W 1 fY � JU UO NO J H �LL WO 9 -. LL Q to = �W Z H H O W ~ W U� ON I o -- W UJ W Z LU U= O Z INSPECTION RECORD Retain a copy with permit �-� INSPECTION NO. PE ITN .� CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -3670 P oject: Type of Inspect A dress. Date Called: Special Instructions: i Date Wanted,' /Q m p.m Requester-,., Ph ne No: Approved per applicable codes. Corrections required prior to approval. COMMENTS:.. DA-e4 P ' VA f f' 1,11 Gi A i v A n n r V L C�� ti {<. n oaf l� /� vl / V Vv\ A. I" 1 0 1 - 1 Inspector <� � Date: 3-3r� a 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: c.. Z 3: it - W U O 0 W LU H C0 LL WO L L cf) = W H H O W F- W U� ON OH =U H� O .Z W co F- 0 Z INSPECTION RECORD 22, Retain a copy with permit `' oZ INSPECTION NO. WO)4 31-3670 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project: 11 �0 Type of Inspection: ,. Address: Date Called: Special Instructions: Date Wanted: a.m. 3 —?,0_D S p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. r. �r k' r' t: i Inspecto . 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.: 7 e: Z F' �~ W UO NO C0 W W _. C0 L W - 0 95 LL = W H Z f.. F- O Z1-- W W U� ON o F- WW U u. O. .. Z W U= O Z INSPECTION RECORD Retain a copy with permit - � INSPECTION NO. PE N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -3670 Project: /r -1 3 { " �c Ty a of Inspection: dl r/1fc (L Address: -1:5? �I� Sze Date Iled: ' Ci/ .3 Special Instructions: Date Wanted: a 6 , Requester: Nf Phone No: 19 2 0 6 - 7q _3 6 Approved per applicable codes. Corrections required prior to approval. n. t z COMMENTS: 1 7 e" r r 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 �Z W QQ � JU UO CO J= �LL WO } 9-J U . = �W Z �o W ~ W U� ON � F- W W H� LL Z Lll U= O Z INSPECTION RECORD � � - Retain a copy with permit INSPECTION N0. PER N0. CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project C� v _ �� Type of Inspectio A (Tdress: r Date Called: Speciar Instruc ions: Date Wanted: ? ✓ ,��i l a.m. V r Requester: } Pho e o• J 6;V C40 �L I- - - 5 - o) JI- v �> $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 0 W= NLL W O LLQ to :D Z d. l.-W Z F- F- O W F- 5 U� N_ 0 F- WW F W Z U= O F- Z to INSPECTION RECORD Retain a copy with permit i INSPECTION NO. PERMIT NO. ? CITY OF TUKWILA BUILDING DIVISION j 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 i 1 t Project: Ty Approved per applicable codes. Corrections required prior to approval. COMMENTS: x� 2 z - c An4' if sf I �" fT f r j w s r L/ 1 f Inspector: �,,, / Date: 2 v $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be f paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 4 4 1 J r / � G�'JS� G / 1 p of Inspection: 'e , l { c� �;r�i 1" CrJb c 4 rl 0 G u Address: Date C Iled: Ufa J I l a�i� Special Instructions: Date Wanted: a.m. 0 �'� 3 lvS // 0 5 CJ ol P m. Requester: Phone N Z � W aa � JU UO W = Cl) L W O u_ Q U� �w Z Zo w U� ON C3 I.- w �O .. Z W U= z w �O .. Z W U= z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N0, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr }} )) / tocU) — ! CO Type of Inspection: ,CJ1 n Address: � J/� S � Date Called: © 1 v a Special Instructions: tom k- ene* r TPcfGrj Date Wanted: 0 - 3 - 1 ' Requester: ,� l.t G f '1J $ F/� �• Phone No: �?o6- - -Z ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: �A? Inspector: Date: � � 1 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. i z Z W QQ� JU 00 N W = u WO 9-1 U_ cl)d = W F- _ �0 z I— W uJ U� N 0 F- W LI J U- 0 ui CO) 0 hZ- O z NOTICE: IF THE DOCUMENT IN THIS FRAME ISI N THIS NOTICE IT IS DUE TOT H QUALITY OF THE DOCUMEN i, s� . i INSPECTION RECORD ,Q Retain a copy with permit ��"C� INSPECTION NO. PE f V � O p CITY OF TUKWILA BUILDING DIVISION ?Pz . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ruikne No. D Approved per applicable codes. Corrections required prior to approval Project, C Type of Inspection: 7 � A dress: c '� i ig Date Call ()S Spe ial Instructions: - Date Wanted: p.m. Requester: l , 0 Inspecto : Date: 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. 0 Z 11-: 4- W J 0 U) o co LLJ J = H 52 U. WO LLQ U� = I.—W Z H H O W 1-- 5 U� O� o E- W 2 H� O W Z. U= O� Z INSPECTION RECORD Retain a copy with permit + 0 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ' Iti <�b Pro 'ect: / Type of In ectio Ad ess: y /�O S Date Called: 1 7 D:5 Special Instructions: Date Wanted: f 1 t� a. o © P.m. Requester: DO 4 1 Phone No: C El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: L� � Grs'UYP� -s► ! t� - #v '.i I Inspector: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. i I� Receipt No.: Date: z � W JU Uo UD C0 W CO u_ W 9-1 LL co _CY ~W Z I- O z l— �5 U� N 0H WW H W Z 111 N z INSPECTION RECORD W4. 2�� Retain a copy with permit INSPECTION NO. PERM1 ,, CITY OF TUKWILA BUILDING DIVISION '`�j 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206).431 -3670 Project: t _ / r W W1�S�1(i Ty n lion: DM 175 Address. Date Called: 2 - 1 - 0 5 Special Instructions � Date Wanted: a.m -2--05 2. p.m. Requester: D o Q Phone No:� COMMENTS: ls� Approved per applicable codes. 11 Corrections required prior to approval. i � t Inspector, c Date: ' $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be i paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. j Receipt No.: Date: � I z }_- Z W UO 0 w= �LL WO a � d LLQ S �W Z H W �p 0 0 0 1.— W 3: LL E_ —O w z U� O z ! INSPECTION RECORD ss ( ° Retain a copy with permit INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43.1 =3670 P oject:� 06 Type of nspection: Adept' Date Ca ed: Special Instructions: Date Wanted: ' �J ��rn r Requester: Phone No: a s Approved per applicable codes. Corrections required prior to approval. Inspecto . Date: a g$ 00 REINSPECTION FEE RE UIRED. Prio to inspection, fee must be ,5 ,.p - aid at 6300 Southcenter Blvd., Suite 10011 to sechedule reinspection. Receipt No.: Date: i i Z Z UO co N W WO 9 -. LL (J) = W H ZF- F- O W F- �j U� (3H WW 2 H(. O W Z N O Z f INSPECTION RECORD Retain a copy with permit c r INSPECTION NO. PER (� CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I (206)431 -3670 Project: Typ f I j / Address: (a So „��� i I Spectal Date Called: -) Instructions: Date Wanted Requester; M bne No*' Approved per applicable codes. Corrections required prior to approval. Receipt No.: Date: R Z W W� UO N C0 W J � �LL WO 2� LL_ N = W ZO LLI W U O N. D F- WW 11J Z U N F O Z $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: ' ^l � ' tj� Type of Inspection:. �• C I I Ad r s Date Called: Sped'al Instructions: Date Wanted: a.m LOS p.. Requester: Y Phqne No: I Approved per applicable codes. Corrections required prior to approval C 1 ME— Receipt No.: Date: Inspector: Date: C ca '� 0 $5 . EINSPECTION � FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z Z W JU U O N co W J = �U WO 9-J U_ Q Co d = W ?H I— O w LIJ �O U ON o F- WW W Z LLI N U =_ O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: /� U)610 //-/1 / - Type of Inspection: / Address: Date Called: ©1 os Special Instructions: Date Wanted: u p. Requester: Phone No: F] Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspectiori, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z IX W. JU UO UU W_ �LL WO L_ co = W H =. Wo U� U) oF- WW I=— H O W Z co O Z / ! M $47.00 REINSPECTION FEE REQUIRED. Prior to inspectiori, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z IX W. JU UO UU W_ �LL WO L_ co = W H =. Wo U� U) oF- WW I=— H O W Z co O Z J INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER IT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Ty e o Inspec 'on: t A dress: , jik Date Called: Spe ial Instructions: Date Wanted ^� m Requester: P ne No: `^- c! ..) ,Approved per applicable codes. Corrections required prior to approval. Ins ecto : Date: 5 .00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be afd at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. teceipt No.: Date: Z W JU UO 0 wi � I-. CO W w� LLQ to :3 = l.-W Z I— O W ~ W U� O - 0 H W W. H0 �O w Z U= O Z INSPECTION RECORD Retain a copy with permit INSPECTI yy CITY OF TUKWILA BUILDING DIVISION vP<4 -4— 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proje t: Type �M tion: . ,.. d r�s: � � p � `,.�._ ltd Date Called: / Special Instructions: Date Wanted: -- V U Requester: /. (/ P No: Approved per applicable codes. F1 Correcti required prior to approval. N o I pe or: Date: P 00 REINSPECTIOM FEE REQUIRED D . Prior to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. i Receipt No.: Date: I Z Z W QQ � JU UO O W = Mw WO 9-j LL N :3 2 d I.-W Z t•- W W U� O N OH W HP -O .Z W U= O~ Z I - INSPECTION RECORD 1 r {� Retain a copy with permit �S INSPE ON NO. PE ( CITY OF TUKWILA BUILDING DIVISION . I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 0) 1 -3670 Pro•e T Type of Inspection: o Ad res : � � � J- ` D Date Called: , / '� Sp cial instructions: D Date Wanted: � Pffr Requester: � I�Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: ' 13.00 REINSPECT ION E 1 REQUIRED. Pry r to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: z W' �U UO WX LL WO L L = W HO W H– W U N W W H � U. 111 U= 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 Pr � � � �V J (,6d Type ,I , s � pg � ction: / y( di�gd� Address: Date Called: ! a aS Special Instructions: Date Wanted: m; Requester k. Ph ne No: Vt! Approved per applicable codes. Corrections required prior to approval. 0 ��n / /r_ . / ') _ 0, _..' _ _ �� z V _ X75 , '$58.00 REINSPECT40N FEE RE( paid a t 6300 Southcenter Blvd., 1 . Prior to inspection, fee must be 100. Call to sechedule reinspection. �rwr eipt No.. lua[e: I j i Z ZZ LLJ �U UO 0 w= Cl) U_ WO La T� i W ' Z �o W ~ 5 U� O� OH W W H H — O W Z U C0 1= X . 0 Z C C i i INSPECTION RECORD l �" Retain a copy with permit X INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 P o' G • � M �. f _ � Type of Insp �n: „ Addrs Date Called: Special Instructions: Date Wanted: m t. Requester: O I W " P on No* -7 El Approved per applicable codes. Correct of ns required prior to approval. COMMENTS: /P (1 -- -cZ'7 S7W 2 3 ) f% r - .i J J� K ,i;,a�? j,Q A /�2 / i✓S a ,t/ . f ?! Z t.n �;i✓ � YAG /C ✓� nspect Date: .00 REINSPECTION FE REQUIRED. P or to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: z �W JU UO W� �LL W j U. = �W Z H Z � LLJ W �0 U N ON W ll! H tL C) ..z U= O z INSPECTION RECORD (,� Retain a copy with permit )D i INSPECTION N0. PERNII CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro'e t: ^ L4 Type of Ins ction: A dres SV r /_ �� Date Called: / 05- Special Instructions: Date Wanted: � a.m. 05 e p-ff- Requester: . Pho a No: �0 11 3 - V Fl Approved per applicable codes. Corrections required prior to approval. COMMENTS: Spec r: ' Date: 5 .00 REINSPECTION FEE REQUIRED. Prior to nspection, fee must be P id at 6300 Southcenter B vd., Suite 100. Call o sechedule reinspection. Receipt No.: Date: 01 Z •,}_- Z �W UO 0 Cl) F- T LL WO J U- co a �W Z F- 0 W F �5 U� ON o�- W W �� ti O .Z W co O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT i CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project* Type of Inspection: Address: � � Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: F] Approved per applicable codes. © Corrections required prior to approval. I No.: Date: 01 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Z *_- Z �W aa� JU UO W= H �U- WO 9-j LL Q = �W Z H H O W E- 2j U O- 0 F- LU UJ 2 F- 0 W Z U b H O Z r INSPECTION RECORD Retain a copy with permit INSPEC ION NO. PE IT O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro � Type o �pection: � wl (V r ',- Aodxe / / (^/ Dat Called: /'0 r Q Special instructions: Date Wanted ,h a. . p.m. Requestag., Phone No* _ 0, i s D Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' O AM mod_ r/ i i6r to inspection, fee must be Call to schedule reinspection. z Q� '~ W UO Co 0 w� CO L WO �Q _� F- W z F- F- O z h- LU �5 U� O� G] F-, WW H� LL Z U= O z 0 INSPECTION RECORD Retain a copy with permit INSPECTION N0. PE CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (; 31 -3670 Project Type of Inspe tion: Address: Date Called: Spec ia Instructions: I Date Wanted: Requester: Phone No: Approved per applicable codes. F-1 Corrections required prior to approval. aceipt No.: Date: U Z '~ W MW JU UO CO 0 J I.- CO W w u_ 4 = �W Z E- O Z1-- W �5 U� O U) �H W H� W Z U= O Z tJ paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD D04- Retain a copy with permit INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 �W 55S Project: r r (T C S r �' . Type of Inspection: Sewer drain-, Address: 2 f b S � s�- Date Called: )—)3— Special Instructions: f f 6 I-of Date Wanted: j a.m + -Iq-0 P.M. p.m Requester: Dou Phone No: lob -7q5 -3627 Q Approved per applicable codes. 1:1 Corrections required prior to approval. C OMMENTS: Czl US L/ L) 4- / CCU,,„ C _ & uC� w 6 kv N �,J I Inspector: N I Date: ' C 5- 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. Z W UO ND S2 LL WO LL =a �W Z F- 1— O W F - W U� .O o�- WW F-- LL Z 111 U N 1= _ O Z s -'` INSPECTION RECORD. Retain a copy with permit INSPECUION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: GCJ T Typ of Inspection: Ad r s:/ � /j � Date Called* U Sp cial Instructions: /. Date W nted: - a.M. p.m. Reque t r: Ph ne No: (I'/ Approved per applicable codes. Corrections required prior to approval. COMMENTS: r < �t. J $47.00 REINSPECTION gE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcente Blvd., Suite 100. Call to schedule reinspection. zz SZ '~ W J U. UO W= co U- WO J. U. - = W �_ Z I— O z H W 2� U� 0 F- WW W Z LLI U= O ~' z ] INSPECTION RECORD g Retain a copy with permit �� I'/ -Z-0 INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: Q / H ( - v �t- t Inspector: 5 6 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: Project: Gi 6 Type of Inspection: Address: Ll Z/6 So lJ6 i Date Called: 0 Special Instructions: Date Wanted: a.m. / I p.m. L o ! Requester: Phone No: El Approved per applicable codes. 11 Corrections required prior to approval. Z W OC 2 W n J U. UO N O cn w �W wo LL � = W F- 3: Z F• Z O. �5 U� co � fi-- WW HF L O Z U =. O ~' Z �I INSPECTION RECORD Retain a copy with permit L(-2-.C) INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 SSS Project � W Type of Inspection: zS Address: Date Called: 4 <; I (G4k �Slg� Special Instructions: Date Wanted: a.m. r 1♦....t � � ter, .. � � 1 p.m. L-0710 Requester: Phone No: r El Approved per applicable codes. E] Corrections required prior to approval. C r 1♦....t � � ter, .. � � + •�.� -. Inspector: 6 Date: I / � d -0 Receipt No.: Date: E] $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. i1 L � `L z 3: �~ W W� UO U� co W = h- CO LL w LL Q U� = H _ z I- HO z 1-- W W U� ON D F- WW LL 0 111 z co O I•- z 55s INSPECTION RECORD r' 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: M3 W Type of Inspection: Address �,� �- � � Date Called: Ku Special Instructions: Date Wanted: a.m. 1 p.m. � �1• /. L rt � I /j Requester: 1 T Phorfe No: VVIIIIIIIIIIII M, µ. - -S Ito 7 Approved per applicable codes. °�❑ Corrections required prior to approval. C Ku s � �1• /. L rt � I /j 1 VVIIIIIIIIIIII M, ��• IL _ - _ , • IBM FI R is R I RUM, krt 01 rI Inspector: 94 Date: 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z z . W f � JU 0 CO Q J = S2 LL WO LL Q C$) S d �W Z l•- ZO W W U� ON 0H W LL Z ll! U =, OH Z l INSPECTION RECORD Retain a copy with permit I NSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ;r 31 -3670 Pr je t � , Type ,o Inspection: A �df ress: D� to Call* ,' y Special Instructions: Date Wanted: a.m. Requester: /.P Pho a o: [— J 36 2 'Approved per applicable codes. Corrections required prior to approval. CO MENTS: D. Prior to inspection, fee must be 100. Call to schedule reinspection. l Z Z �W a� JU UO J S2 LL WO W? N = W I.-_ Z H Z O. W 5 U� ON a I WW H� LL O. .. Z W CO) O Z r � INSPECTION RECORD � � �aO� Retain a copy with permit S INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 m 6 w Type of 1 spectio Address: /' f LY S� Date Called: / -� - 7 16 U Special Instructions: Date Wanted: Lp: a & , E Requester: I P N �6AMrovecl per applicable codes. Corrections required prior to approval. i f 1 i i j l pect � r' Date: Z, L vy 0 4 .00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: I Date: UJ Z '~ W IY � UO Cj) �LL WO 9Q U) �. = d. 1.. W }� ZO W U� O co 1-- Ww �U O ..Z U= O Z INSPECTION RECORD U ti 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: UJ& (A ) OV�40 Address: " 4 5 1 ` Date Called: z/-, Special Instructions: Date Wanted: a.m. p.m. Requester: /� Phone Approved per applicable codes. Corrections required prior to approval. El • MMENTS: �® G. I"M M An�w W'01111 wi Inspector: ate: Receipt No.: T - - I - $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z I l.-: i~ LU J U 00 C 13 V) W W LL WO U. < :D z 0 W N W W CJ) 0 E- W UJ Z C0 P x 0 F- f,•: c co W INSPECTION RECORD -act r Retain a copy with permit Lo LL ' INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 l I Project: Type of Inspectio Approved per applicable codes. Corrections required prior to approval. COMMENTS: �4 `n tv v I Z V U C i I I Inspector: Date: !!!� O $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. j Receipt No.: Date: l r n n n: Address: D Date Called: �' ( ( ( C� , Special Instructions: D Date Wanted: M. Requestef 7�C' Phone No: �'.J1O"�Ua7 WW � U' LL O 111 Z U= O Z . ,..2 INSPECTION RECORD 4 - 1 j Retain a copy with permit INSPECTI N N0. PERMIT. 0 CITY OF TUKWILA BUILDING DIVISION E>, ,.�_6 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 P of Ty a of Inspecti n. A d�re s: � � D 1 S Date Called: � 3 Special Instructions: Date Wanted: I I ry V p.m. Requester: Phone NQ: a roved per applicable codes. ffC�&re`?W p 6 A pp p pp p pproval. I COMMENTS: nspect r Date: /2- e-- // b4/ $47 0 REINSPECTION FEE EQUIRED. Prj r to inspection, fee must be id at 6300 Southcenter Blv ., Suite 100.. Call to schedule reinspection. !ceipt No.: Date: Z JU UO CO co III J = U. w 9-1 LL = a I .- III Z H H O W F- W UO O � WW LL —0 Z co O F- Z INSPECTION RECORD Retain a copy with permit L ? � INSPECTION N0. PERM N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 06)4 -3670 Pro }ect; �� /i 1 Type of Inspectio��� Addre s: Date Cailleds: Date Cailled� Special Instructions: Date Wanted: a.m. - 2 y p.m. Requester: Phone No: i / V'� vv .��.I �../. rte.. • •V.• . r \iv �. ��..v v 11 ...'./b\.1IV 11, Il.{.: IIIMd< tJt. id at 6300 Southcenter Blvd., Suite 10 . Call to schedule reinspection. Receipt No.: Date: Z �~ W O QQ C 2 JU UO O W� �LL WO u_ _. a = W H_ Z F W O W U to 0 I•- W UJ LL O . Z. W U= O Z - Approved per applicable codes. 11 Corrections required prior to approval. INSPECTION RECORD ' dD Retain a copy with permit R(206)401-3670 INS NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Projec n _ T o Inspection: P Address: � rr C r Date Called: Sp cial 1 ructions: Date Wanted: l� Uv P• 0 •� c} e Requester: k l p(OD Or r� Phone No: ?< ffh Approved per applicable codes. Corrections required prior to approval. COMMENTS: 11 P C tD-P r s r 0 to {� Y Q 4 '( Y iJ"J^ 0 •� c} e k l p(OD Or r� 1 01-1 nspector: k " �0 I Date: 0 9 $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: — 0 7 IN Z " W JU 0 0 to a . W= C/)w wo 9 -j u_ a = W H Z f.. HO W ~ W U� O - OH W �F �Z 111 US O Z I 7, &' INSPECTION RECORD l i Retain a copy with permit INSPECTION NO. PER I l CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 20 )431 -3670 Project: � Type of I p 'on: Address: t Date Ca led :D W/O Spefcial I nstructior s: Date Wanted • m • p• Requester: . P one o: 0-7 d Fl Approved per applicable codes. D Corre t ns required prior to approval. COMMENTS: rl J'r I .► k1p off' p� cy�&f 's L) I s -e - �xire 5 (1 0 e- CA r J r 1 1 l \C; � �` C •rte . V U f ��1 ( k. t r 1 l +' ✓'4\ f .-0 HA Inspector. r Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: s z ;Z Z �W 2 D 0 0 W J D LL UJ �_J LL 4 ND = �.. W Z� H O W ~ W U ON O F_- W HC LL ll z t U= O F- z Dec 08 2004 3:0 3PM HP LRSERJET FAX Structural Dmi ®n Associates 2210 Hewitt Ave. Suite 401 EwenA WA 900 Phone: 425-3394)293 Pax: 425 - 252 -0916 December 8, 2004 JWS Design Associates 8924 129 Ave SE New+cas#e, WA 98056 Subject: HoWm Alternate SDA Ref. # 2209 To wham this may c�otxxns: At the request of John, with JWS Design Associates, this office nmew+ed an alternate holdown for the upper kwL4 front shea walls. A Simpson MSST37 may be waled to replace the Simpson HD5A shown on the set ofdrawinas. this afitice if you have any questions cmceming this letter. Chris CWhaton. P.E. P. RECEIVED FEB - 4 2005 BU I LDING DEPARTMENT Z 2Z o�C � .J U 00 0 !�x CO U. W O. U - 0d =W �o w �5 U� ON 0 F- WW U - w z' U= O Z . 01 ERE9 /_77C74W u(m4tu T 0 • er aim' o—a—s • e%C% a .. ... .. �.. Feb 09 2005 1:53PM HP LASERJET FRX Omm bl�l83 n N,AU', C H U ui w W oom v i p.3 -� v +s i •�- tirwrr r I • w� w . M .. 3 r? (.C* � l t �•3 "� S u-a- c. rl M.D "l 4iJ/ �-Oj MST 2._. - 7 W / (.Z 1 / Z" V S'/z." CON C , EMS 4. C 12MW NA-V c:6, �SCOVj,�, �• �oF w G' 343 s �r EXPIRES r boy 2.os BUILDING DEPARTME NT uosdwi •M uor eZE:Oi SO SO qa.t •d E9E9G s «�+ i 1; a t w o: g UO w w �u- W O LL _ N =w z _ zF- �= O W 25 U ON o f- W W LL O ti 1 2 U= O Z T^ � • dam' V ett it No no City of Tukw' : pr.Qy S1 .i:rJi3 (� Z Department of Communi ` �: • wf�,;'kg ter� cas� ' 6300 Southcenter Boulevard, Suit -' " `" tiw of i A yJ odbpt6d C Tukwila, Washington 98188 Phone: 206- 431 -3670 Of approved Field Copy and aftitiiot1S - is �ZXHb Fax: 206 - 431 -3665 L A A& Web site: h1(p: 11www.c0:ikwi1a.wa.us BY Dltle: - REVISION SUBMITT C - F II .V Revision submittals must be submitted in person at the Permit CenteMUMOMWApted through the mail, fax, etc. Date: Osr Plan Check/Permit Number: �G 07 !moo ❑ Response to Incomplete Letter # SUIUECT TO ❑ Response to Correction Letter # FIELD I OP'EMON Revision # e:;Iz after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name:_ Project Address: Contact Person: r ., ft►! CITY OF l'UKWILA r U' V I U f I V . U. ~ MAR 2 4 2005 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: S *-S �r Entered in Permits Plus on S � 5' ppIications orms- applications on Ime\revision submittal Created: 8 -13 -2004 Revised: �np? °J.9A.t' Mtn/ Ijr�MY ^ n1 V' i,iQy�'l�tjCh„M�,�MNh!ry. .k :K'!iR'Y.a??:. A`}MEY4! .�i kY r.��� ,` :w�• A'T'u- i1 .i+..1 `}ww_r��' *��1ni�.. hl •i�w(✓�+rS��3��tliL1�• 1. REVIEWED FOR CODE COMPLIANCE MAR 2 4 2005 City Of `Wk vvila Phone Number: z h Z W N D UO N N U_ WO LL ¢ = W z f- Wo 25 U O� 0 �_ W W �- O w z U= O z Summary of Revision: 4a Zk2ei — QYc eY Nak� • r . � I �WEO NC's 0 � C�M�' � N i (o)cIaDF# f &LB r:)A x � W = S T/D W / (Z) 5/4" 0 AIM BOLT-:1 V L EA I i i v b 1 �l y r� O � z� 4 1 - -g i ll 1 t 0 1 co sr FILE COPY O No, — Ions. %Ix CL� Q = -- -,I, & a- (I ) # S Y 2' -D" YET I- 8'� GDL W/ (Z)WSN. 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CHAPTER 6 Cnevrinht 2004 Plnn - .TW.S hP;TrM _ IA70 PI Al l Nn +c . 5 /Mind Qv AAUN- GLAZING WORKSHEET - VINYL FRAMES Room Type W (ft) H (ft) Area (sq,ft.) I Quantity I Area (sq.ft.) U Value U A Total (sq.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 Lj 0,00 0.00 _ 0,00 ,,, TOTAL MAIN m RM „�, 5.00 ' 1� a 86.87 32.8 UPPER FLOOR FOYER PICTURE 4.50 5.00 22,50 1,00 22,50 0.35 _ 7.88 LIVING PICTURE 4.50 5.00 22.50 1,00 22.50 0.35 7.88 G' ,' a 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 x KITCHEN T. AWNING 2.50 3.50 8.75 1,00 8.75 0.36 3.15 MSTR BDRM SINGLE HUNG 3,00 5.00 15,00 2.00 30.00 0,39 11.70 �� Y BATH SLIDER 4.00 3.00 12.00 1.00 12,00 0.38 4.56 x r' POWDER SINGLE HUNG 2,00 3.00 6.00 1,00 6.00 0.39 2.34 ti' `. > 0,00 0.00 0,00 a 0,00 0,00 0.00 .. TOTAL UPPER "z 11-00 232.71 85.55 x � ;`' »� SKYLIGHTS KITCHEN 2.00 4.00 8,00 2.00 16,00 0.51 8.16 , �: =. K, A , ,t�� tr > •� C ' "�a °� 4, x „ , A 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TOTAL SKYLTS �R� y., ; >' 2 �3 i �y z z ': c '.',.r, sF �r'.F,��` •.. � ;�:.:.: 1 6.00 8.16 t���.����}.. �?� ^:�' b +�; e+����:� .00't,,°��'r,�����a1�K��'�i���> ..;:'�.,�i:�rt:; SUMMARY TOTAL 1 TOTAL 2 r {<u. ` t 't '4ixr ; �;;.r`� ;;.• '�• , :g' ¢�i. . h'a'd; pss. �t ?yi"3zY` y; ., i {°i'T� •:r<¢s: "g�"". ,:�'wC3 F'•.;'' 'r.. . TOTALS ��C(, s M �;, rw M ..;' { :Y•$:. • 7�it l '1. 335.58 126.51 '7V���.1�' �i21t14 k4.�1»s' �`. .'��� "n.`�w2'J.1"`s ta: L' I. i.} \rY.Sd't.}:}!iFlN.�• +2`L.X'':<: i:.:d i'��w:,:.�'� GLAZING 9'0= = TOTAL 1 335.58 = 20.09% COND. AREA 1670 AVG. U- VALUE= = TOTAL 2 126.51 = 0.38 TOTAL 1 335.58 FILE C*py REVIEWED ONCE C ODE COVIP SEP 23 2004 City Of Tukwila BUILDING D1VI.SINON n� Tii Wp a P $Nf/r OENT 004 FR Doctla-268 5/28/2004 04026.xls niW �sYly. Mi[Y,i''.R tnrN. KF' SRI+YSif'!c ^yuY'f{':.¢:eh�iriYVn L`..� "1».'�.:7.f:YM? Vag ".wL:+�ii,9 wtrf..; ,,�'.'•',..,r.; r , i ... ...n...:..�:r''1';�} z ~ W OC � JU 00 co a W W W = F- D) LL W uQ � = F- W z = F- W W U� �_ 0 F- WW F-F- W U= O F- z FIGURE C.2.13 TYPICAL DOWNSPOUT INFILTRATION SYSTEM roof drain 4" rigid or 6" flexible perforated pipe ......................................... . ----- -------- - -- - --- -- ------ - ---- , infiltration trench PLAN VIEW NTS sump w /solid lid roof drain overflow 4" rigid or 6" flexible splash block F perforated pipe - - -- --------------------------- - - - - -- I Q o CL l eve l o °p° p 'C �04� p washed rock = = "n o ° ° o o °o , - - - - - -- --------------- - - - - -- - A -- - -R� - ° -_C• fine mesh screen PROFILE VIEW A NTS oil /water separator CB sump w /solid lid MIX COP filter fabric --� �-- compacted bagk o pog 70 0 0 7 C p O O o 0 0 a Ci �a . Q� ° o a o _ ° 0 e SECTION A NTS SEP 2 3 2004 City Uf lU wila BUI LDING DIVISION Small Site Drainage Requirements C -13 4" rigid or 6" perforated p washed rock 1 1/2 " -3/4" rI�R0F ri'KW,, a JUN 2 2 2004 REVIEWED FOR )DE COMPLIANCE 9/1/9S z �Z '~ W D JU UO NO to LU J = F'- 00 uL W 0 LLQ co D = �. W z� F- 0 z F- W a U� ON o �. W LU F- L- O .z W CO O F- z Structural Design Associates North Star Building 2210 Hewitt Avenue, Suite 401 Everett, Washington, 98201 Phone: (425) 339 -093 Fax: (425) 252 -0916 n COPP STRUCTURAL CALCULATION LATERAL ONLY SDA #2209 JWS DESIGN HILLMAN MEADOWS LOT 6 TUKWILA, WA 05/27/2004 R EWED FOR CODE COMPLIANCE APPRO F—D 3 2004 Cw City Nxt�N f:t1 TrVk p � ,, J1JN 2 2 2 004 pERMl1' CfiNrGi I m a -@!Oil y .i, z ~ w � JU UO Cj) 0 C0 LLI J = cf)w W0 LLQ Cf) = F - w z �o z F— w UJ �o U CO) 0 F- WW LL O W z U =. O z EXPIRES 1 3 /(A(o ;;Iruclural Ucsign Asscrcistics ' Not Ili Slsir Uuilding 2210 l lewd), Ave,, Suile X101 Ivercll, WA. 98201 (425) 339- 0293 Ivlr 11 _'Z Z (2 t'IZUJI3 NAM I; 'DCS I LQU ATMN I UK Duildiag codes ........................ 1997 l!ni['vtttt 1.3ui.lclin Cvdc� I Ouildiug Deltartafteul ................. L- I TI O F Tl1 V-\ VJ I LA Scisrttic Z 113 . 1Nriad Zolfo ............................. 130 rn(tli I3xposiuc t t �;.ul�s c turctun ") Consultant ....................... RepoI .. ............................... Dearing I'ressure ....:.............. 200011sr(assu.med) Hearing Depths ..............:.:.... 1 ti" 1lolori► I�ittishcd Grade Ulltcr ..... ............................... MA'L'L' C lMILE — 1A Cvncrele (28 Day Streng(h) Foundations ,4r. slab on hrttdc..... 1'c = 250UNs1 Sltuclural Slttll .: :.................. I c = .25 Wil . ............................... Fc = 250upsi Colum ns........ r ............ ...... Utlfe . .................... :........... Reinlbrciug Steel — ASI'M A -01.5 Gracie 60 Grule 40 (Field (rent "Rd $ 1.11 welded lteili['vrcctuettl) Masonry (Hollow Colic. Units - Clrtxle N) Pill = 150017sI Solid Grouted L�tll = I50lfl!si lnspected'1 Yes No Sltuctutal Steel Aslift A- Cutf.neclors ASTM A -36 .Fy = 36ksi Weld t;lectrodcs C70 Ps = 21 ksi Wood Sawa tiutber grades Joists. „ ....:...: . 13ev) ts::.,,,.:�:..:. I'USIs :..........::.: Glu -lam lumber 91:100 t; O'billali.alt (24 {.-V4) Sil le }ytuf car. (24f for canlilevels 0" cout.iritlotis bClulis Plywood grade and indcx .......AA Rated Roof: 15/32 cdx - - 21/ Floor: 3 l 4 'I'cf!CJ cdx – III = 491 7 S A i z Ii.-: �~ W D UO' rn o CO w CO L WO 2 La rn = F- W Z �O z t-- 5 U� O N a I.- WW FZ- V �Z CO LLi p _: O F— z i; Str!ictural Desigii /1�ssoc.b.ites North Star Buildiop ZZ 10 I. lewitf. Ave. ;i►.iilo 401 vereR, WA. 9810 I. ( 339 -0193 M)APING ClUTERIA FOR FLOOR .lub it -2 zr- l:_ . Do(c Ilrn� Mate rial Loa cl h F loor Covering i– ^ C arlict aitd Pad 3. Floor Shcathh)g — - - -- 314 T( J' C.DX - - -~ -- 2.3 .2.2 ._..... __r. . 1/ 7 C W l3 1.' ixl.ures — Ivleclt., I:Lccl., �� I .0) . ' l� (cl�llltlg Joists 13 c;!t� r► Z.�I�, 'J.'O AL r E AD LUMaa =- 12 .481i' Live L oads PQ Residential – 40ps-l ( J O.trice – 50ps.1 i edu.ciblo) l I Assewbly — I 00115 (i�.ofa- rcclt.ic;ab�i✓) Curt aii E xilS — I.()Ul l I 011�e�r Wlierc allowed, live luacl is reduced by 0.08'/ lief s(ltlal lbt)t for c ccus [,rca(cr thm 150sI� u a ftuaxhaufaf. krducticifl. of 40% I:ot� Irtcil11' . Js I l oad l :cUtii bile lcvc;l oiily Gil 60 %.I:ui` OdAet-01t1fl.lbcl It.= 0.08 (A– 150 ) 1 z w UO Cl)� CO J = CO W w O. J L Q N ry J W z �. �O w UJ � o U W uJ H� ►'-- O w CO �F- z Structural Design /\t4,qociatcs Job 11 2=T1 North Star Builditig 221 11 ow i (C A ve, S Ll i (C 11 L-Wact( WA 98201 025 339-0291 LOADING ClUTERIA troit nom AN. (ju CLALING Maiii Roul'Arca L'I Canopy or Manstard Roof LJ Ceiling Orly L Other W.m Astjltalt S.hing cs ... ................ .3.0 Sheathing or De'd(ing 15/12 C.DX liisul 1238 3.() ceilill 5/8 UWB 2.t; 2.6 E"JectricaL Misc. TRISS 'VOIALOCAD I-JOA.1) =155 1-18F Live Loads KSi)ow Loud 25 reducc -able IJ Ceiling Only — 10 ))";1 Cj Increa5d itt.Fb and .Fv ol 1, (10.111,11011. (0.01ad r. z W U 0 U) 0 CO w wx J �- CO) LL 0 2� L cl) CY W z 0 z �- W LLJ 2 5 p a 10 CO) 0- ol-- uj w 0 z CO) o z SW i c!5: r ! N EW r?- lFs I Lo I r--1 rt-v 4i,%j p L-. A 1 �_A r", �5MPte- �ct�`i3' 9O0 F S l,._oPr-- Cv 1 Z C oJ�•tT2c�l -S � _ � 1P5v r1 o - r < o4-� �z� = Z , �-8� ICI 3 �_ ©`r (,\ 2� -- Z (� �Z� = 1 2 �#- 7 5 Ate/ 1? Is f=' b'�. u o w 4, 4- �j =Z ►'S 2, 4-- T'/ --13 L.-T. I G �l;Z , ( C> L' I 1 wo S l O i S C 2 3> 1 d►� �-- 1 d- 4- ? ~ Z I7°i+ 54- O -1 - 1 5 4 - �� - l (�gz+ - 1 -- -D = 3 3 (<, - i z w jp �V Fc-.� E5 r��, -ra s.� Q��, :-� Ct z� s� �... z� sc z , s� �-- z f� >`� 1 , r-' U co i =W LL zs� �o � 4 � S 4- 04- MIG )"��8� I -z 4V r.2 d q-"(! , . Z 4 5 ril s Y-. L, , Ifz (9 z. 0 i ) C... F— '7 - 0 - 7- y ` 1. Z s n S 14 1 o -" /.r- P r - r74- t s c I - 4 51, 'Z. , (o ai C- 115,1,3 S v -% 1 l3C. T A- 13(1 -c I Ea 1 , 1 C - '> t e- C. 1 Eo s, 1 S 1 7�. C C , /AJSS ( ASS la vK (Z c Z._. MCE Parameters - Cc 'irminous 48 States r Zip Code - 98188 Central Latitude = 47.447736 Central Longitude = - 122.273462 Data are based on the 0.10 deg grid set Period SA (sec) ( %g) ` 0.2 133.7 Man Value. Soil Factor of 1 n 1.0 046.0 Map Value, Soil Factor of 1.0 U O. N O CO w w =. CO LL W O Ej LL. Q N 't f T d. 2 :r Z W aS r O .z �. I D Q. O W W LX 111 CO. U s `s, O Z i 14AAC)AeA� -P`Ue. y I Q -::b 0 - 7;1 1V`4 r C v '907J Z 5 '31 S z -40 _� - c m m= m =; v �o c m M A z o -1 =z M cCI) D 'n r_ Om rn� 0 0 c� C 3: z - 2- e" �CLI I����S 1 — �►-vT3 9 b G 2 S'a - 2-,t S LO I (_ I - t) T?r ---P'l l` 3 - *2 S 17 S = S 2 .� 22- - S ► �... Z� S � - � 1vl Ell C _ 7o-ti %AA �l,Ca �� S n L Lil 1�9 �) ■ i 4 , Z C. �� ) ' SAS c ---`7 c s TEA 1-1 b 5 A wl D3L 57= : i �2y (FIr?7w( J =+pl //V &7 3 ► I� 5 , , mil V P P C� i AAL -- i ooee /3o( 2 d1 Z C 1 c..JS , ....r.:+:...:3;....::�t:. ;.- a::h:.. .... e:i....L'r::::„„ ,. ,:< 1*? 3. z, t+. J :�`:5;5',svlau:.•S�+yXL.ti*(,3^{ :�tdi crc " n :L i'vkrf6 Z a� W U O 0 wm 52 LL W �Q N = �W Zo �5 0 �- W LL w ° z U= OH Z r ?7U �t r, r,rt rr t � t•t .fl.j« _ n,... ._ I r , 4, 1 --� c o, 82�� �, —� US E OVEf,TU I NC-11 co Piz. T C, Uy IE- 14 1 !ull 1r-,! 'S l L I Bf__ 'Z' O(r, , 4-,l (D,87_1C0 . _z = 1 Z 3 --> USE LLB D\1 E F, Tll CAN I W&i O Y- C : T CO. 1C )— 7- C'L� 1'1. 1 13 C 2 _s 0(,V.+ , 1 —> D ,,(Z-1Z) C ©. Z 6) — .2 ~--- US E !� DV ERTU KN I N.L:o PZ P, � G w - T = (o, at Es z }- z �w D U0 CO co w W� �w w LL �. a =w 1--0 z F-- w Uj Do U .O� oII- ww �� LL Z ui U= ~O F- z f! I -Z. ( - 7 VI S y 7F, (J�F5CC)) j r3� F 9751— Z� C� - b. I. C x z z �w JU UO W� LL w O LL LL rQ =a z �o Z F- U0 0 F-. wW F� LL O ..z w U =; O Z 1 . NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS DOCUMENT. AR -THAN THIS NOTICE IT IS DUE TO THE QUALITY OF D • Rev: 580100 User: KW -0801e9, (c)1983� 2w Description Title :►� Dsyur: Description: Scope: Ver 5.8A, 25-W-2002 General Footing Analysis & Design RCALC Erwineerirw Software Job # Date: 4:17PM, 26 MAY 04 Page 2 Soil Pressure 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 AC Eq. 9 -3 225.23 225.23 855.23 0.00 psf ACI Factors (per ACI, applied intemally 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 j-Z �W tr � UO wo W= NU W } 0 O �J LL < COd = W H Z� H O Z f—. w � o ON o I—: = U H� LL O LLI Z CO O H Z rR� Vet 5.6.1, 25.Od•2002 ICALC Enninoorina Softwato Description -.` Title : Dsgnr: Description Scope: General Footing Analysis & Design Job # 45 A-- Date: 4:17PM, •26 MAY 04 Page 1 General Information Calculations are designed to ACI 318 -95 and 1997 UBC Requirements I Applied Moments... Dead Load Live Load Short Term 000.0 psf Dimensions... 1.330 Width along X -X Axis 6.000 it 3 Length along Y -Y Axis 5.500 It Footing Thickness 18.00 in Live & Short Term Combined DL +LL Col Dim. Along X -X Axis 21.50 in fc 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 Min Steel % 0.0014 Overburden Weight 0.00 psf Rebar Center To Edge Distance 3.50 in Loads "Y' Ecc, of Resultant 0.000 in 21.412 in 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 170.000 psi Y -Y Min. Stability Ratio Short Term Increase Seismic Zone Applied Shears... Dead Load Live Load Short Term 6.00ft x 5.50ft Footing, 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 IN i L_ L A-vL 1 c) k k U tr k k T Tr*r Caution: Y(short)ecc >Widt 18.Oin Thick, w/ Column Support 21.50 x 8.00in x O.Oin high Z iH W W� UO ND J = H N W WO _ U = I.-W Z H I-- O Z I- W W U� O� o I- WW H� O W Z UN H = O Z DL +LL DL +LL +ST Actual Allowable Max Soil Pressure 275.3 1,045.3 psf Max Mu 2.264 k -ft per ft Allowable 2,000.0 2,660.0 psf Required Steel Area 0.244 in2 per ft "X' Ecc, of Resultant 0.000 in 0.000 in Shear Stresses.... Vu Vn `Phi "Y' Ecc, of Resultant 0.000 in 21.412 in 1 -Way 5.962 85.000 psi X -X Min. Stability Ratio 1.541 1.500 :1 2 -Wa 2.106 170.000 psi Y -Y Min. Stability Ratio No Overturning Ming Design Shear Forces CA 19 -1 ACI 9 -2 ACI 9 -3 Vn ` Phi Two -Way Shear 1.41 psi 2.11 psi 0.95 psi 170.00 psi One -Way Shears... Vu @ Left 0.37 psi 0.33 psi 0.10 psi 85.00 psi Vu @ Right 0.37 psi 0.33 psi 0.10 psi 85.00 psi Vu c@ Top 0.55 psi 5.96 psi 3.36 psi 85.00 psi Vu @ Bottom 0.55 psi -2.11 psi -1.36 psi 85.00 psi Moments ACI 9 -1 ACI 9 -2 ACI 9 -3 Ru / Phi As Rend Mu @ Left 0.20 k -ft 0.18 k -ft 0.07 k -ft 1.0 psi 0.24 in2 per ft Mu @ Right 0.20 k -ft 0.18 k -ft 0.07 k -ft 1.0 psi 0.24 in2 per it Mu @ Top 0.26 k -ft 2.26 k -ft 1.27 k -ft 12.0 psi 0.24 In2 per ft Mu @ Bottom 0.26 k -ft -0.89 k -ft -0.57 k -ft 4.7 psi -0.24 in2 per ft Z iH W W� UO ND J = H N W WO _ U = I.-W Z H I-- O Z I- W W U� O� o I- WW H� O W Z UN H = O Z ... __ .. .. .. __..__. _. .. _..-..._... �.._._..__...._—..__.__.._._.....___. __._..__._._.- .- ...._..,c.....n -�.... - cusscssvnua 'fwsrnfxw....._- ✓.G4_�.3..r.. .......-..i 1.._ �. �....:. a._. lc....«..- Y.:.... �. �-+ i_....... tr........,, r:...._._.. r_- ...._..+...._ar <...._x.......0 a..._�.........v _.....�., .. w �d I■■r • woo 0 0 N O d0 .NOTICE: IF THE DOCUMENT IN THIS FRAME I LESS DOCUMEN N THIS NOTICE IT IS DUE TO THE QUALITY May 21 04 03!35p P-2 IL, l l „� \\ 1'I ,R� l i I LL "• L-AwyersTitic Agency of Washing 2702 Colby Avenue, Everett, WA 98201 e Ge i t 33`1, ?`'3 - 0:> -Da Order No. 354 644 I � - r �flz,f s� rrc n i (- /r nCelvF �U Trikwrr a N 2 2 20 p FRMrr�� NT � ^ n This; sketch is provided without charge, for your inforntation. It is not intended to show all m:,tters related to the property including, brit not limited to: area, dimensions, cosement . encroachments or location of hounduries. It it; not a pat of, iior does it modify, the conunitmcm/policy to which it is attached. The Company assismes N"Q LIA1111_,1TY for any matter ret;ttcd to this sketch. Rctcrcncc should be made to in accurate survey for farther utiorntatiun =0 'rn 1004 -251C (t;cv. 04103) ORIGINAL Docko-42049 rrw�,w ww+. warnrvwwwwvrW+. ur+ w. n. ro�wr. wn��. aw. ��xre+ erm�tpriW4NIS7x5s1fK+.( F" �' �' rT�Rx�y U! 9tttPfi+ 1Ri` �f nq•� ^. :�rai : < ". .. jr z " w OC � UQ WH CO U- 0 J u.• Q (D _ d �W Z H 0 1-- �5 U� O� o�- WW UO z W U= O z 20011019002303 May 21 04 03:35p When Rocorded Mad To Dallas Stafford 7535 S Lakerdge 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, Ronton, WA 98055 The trustee is Transnation Title Insurance Company, (`Trustee "),a corporation whose address is 14450 NE 29th Place, Bellevue, WA 98007 The Sonoficiary is Oallas Stafford, an unmarried man (Lender) whose address is 7535 Lakendge Drive, Seattle, WA 98178 Grantor horeby bargains, sells and conveys to Trustee in Trust, with power of sale: tho following described real property in King County Washington p.I Lots 6.7,8 and 9-in Block 1 of CD Hillman's Meadows Garden Addition to tho City Seattle Div No 1, according to the plat thereof recorded in Volume 12 of Plats, page E in King County, Washington Tax Parcel Number 334740 - 0030 -02 - V" TOGETHER WITH all the improvements now or hereafter erected on the property, and all easements, appurtenances, and fixtures now or hereafter a part of the property All replacements and additions shall also be covered by this Security Instrument All of the foregoing is referred to in this Security Instrument as the "Property" This Security Instrument secures to Lendor Borrower's obligation to make monthly payments pursuant to a Note, dated the same date as this Security Instrument, in the amount of Ono Hundred Thirty -two Thousand Four Hundred Twonty -sown and 68/100 (US $132,427 68 ) This Socurity Instrument secures 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 agreements under this Security Instrument k�vU q UN 2 2 Zoo 1 pFRMircENT�R 4 Doy -� <. �.,...::::s.%.;.tis :lac,+;•:, ...� :;�..., ., :�:: �. :. .:r.�.i.:� .....::: tai.,: lu: a.ruEZ��N.w:cc :aKa.:....r..:: - F+. a4w: •N;r , r:.�;a•'' .. �w z :3: Z �U UO to 0 CO W J = H- CO LL WO }} �J LL Cl)O = W F 3: z� 1— O w U 0 H W W t•- U. W U= O~ z BONDQTY- TUKWILA SITE.XLS BOND QUANTITIES WORKSHEET DATE 25- Aug -04 PROJECT NO. $71 ,919.00 PROJECT NAME Building Permits SITE ADDRESS S 116th Street Project Fill in those items which pertains to this project and return to the Department of Public Works ITEM UNIT PRICE QUANTITY PRICE CLEARING AND GRUBBING $5,000.00 LS 0.31 $1,550.00 EXCAVATION & EMBANKMENT $10.00 CY 40 $400.00 CONCRETE DRIVEWAY $20.00 SY 52 $1,040.00 A.C. PAVEMENT $5.00 SF 1080 $5,400.00 SUBTOTAL $8,390.00 4" ADS PIPE $12.00 LF 80 $960.00 CB TYPE 1 $950.00 EA 4 $3,800.00 CB TYPE 2 $2,000.00 EA 8 $16,000.00 DISPERSION TRENCH $100.00 LF 50 $5,000.00 TEMPORARY EROSION $5,000.00 LS 1 $5,000.00 SUBTOTAL $30,760.00 6" SANITARY SEWER PIPE 15 LF 90 SANITARY SEWER CLEANOUT 350 EA 8 SANITARY SEWER CONNECTIC 2 EA 1000 SUBTOTAL WATER SERVICES $850.00 EA 4 a.vQ V \0 b*,A ,J3%, s) SUBTOTAL TOTAL "7 These pla h� ve e w , �L4 Works D fo `` 'mqjY t�Pub{li�c con orance w' Q[ r n (/ City standards. Acceptance is subject terror hid omissions which do not authorize viola adopted standards or ordinances. T for the adequacy of the design rests'tltNI Wz N e N designer. Additions, deletions or revisloliflt# drawings after this date Svill void this acceptance a d 11 0( $1,350.00 $2,800.00 D $2,000.00 $6,150.00 $3,400.0�� $3,400.00 ECEIVED $48,700.00 ALIG 3 1 2004 *rUKWILA PUBLIC WORKS �lr o0" k b 406 3 w/� n 2 004 n wi require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: _ / 3 • a Page 1 �c S Ti vhUTFt� o 1� � �t.Y hl..c O'5.���'•� Z �Z Ce QQ JU UO CO 0 w= H CO LL WO LL Q co f. W Z = F— HO Z !— W LU v O - ° H WW ui Z co O Z - Doy --zoV 1 e�aq �04, Z S 7 M «T� Ili -Cc.l n7e �1 � Ott e �" ' �3•��US� -�k z �z W D. UO CO) = LL. WO �J LL j N CY = W Wo UJ U O N .0 1-- WW V` LL O. LLI z 1= � O z Zl- 7" D 14 35 �J r April 19, 2005 City of Tukwila Steven M. Mullet, Mayor Department of Public Works Edmonds Platt LLC 618 Park Avenue N Renton, WA 98055 James F. Morrow, P.E., Director Subject: WGW Construction Permit # D04 -208 Pavement Mitigation Fee Refund & Performance Bond To Whom It May Concern: Enclosed please find check # 315037 in the amount of $19,320.00. This check is reimbursement of $15,750.00 for the performance bond to work in the right -of -way and $3,570.00 for pavement mitigation fee refund on the above mentioned permit. If you have any questions, please feel free to call me at (206) 433 -7184. S�inceerely, L.% ' Laurie Werle Permit Technician enclosure (P:Laurie- PermitBond Release D04 -208 Edmonds Platt) 6300 Southcenter Boulevard, Suite ;1100 1 Tukwila, Washington 98188 • Phone: 206 - 433.0179 • Fax: 200 -431 -3665 z '~ w JU UO CO CO J N LL WO J LL a cf) = d �w z z� W w U� CO o f- W W, `—` O w z CO H� z i t 1908 1 2, C ity of Tukwila Steven M. Mullet, Mayor Department of Public Works James F. Morrow, P.E., Director MEMORANDUM TO: FROM: DATE: Laurie Anderson Laurie Werle �`��J 04/12/05 SUBJECT: WGW Construction Permit # D04 -208 Pavement Mitigation Fee Please draw a check in the amount of $3,570.00 (three thousand five hundred seventy dollars) to be payable to Edmonds Plat LLC, 618 Park Avenue N, Renton WA 98055, per Jill Mosqueda, Public Works Development Engineer. This check is reimbursement for pavement mitigation fees collected. Mitigation fees were less than what was collected. Thank you! PIaurie- PermitBond release 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 433 -0179 • Fax: 206 - 431 -3665 z �Z '~ W UO N J � CO U . W O. LL co) = a �W z f- 1-- O z 25 U ON W W _ P� U. w z U= z 14 o , "'I" :2 City of Tul"ila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 1908 z In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and mill not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefanie Spencer Permit Technician encl xc: rile No. D04 -208 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 ::.:.+.- �....:-.....:..... w:.: . �: i,:....: i.;,. c.:; ni »t..s,.u.i:s:.c::;:::5.i.:.cj t- :.�:;;nu.•• :. Lpf: 1w `siittit.:3tG;a4Yiilf'3:J:,iY:n : "':�}'+6;h a� September 15, 2004 w Mr. Keith Menges o 329 Northwest Second Place CO p Renton, Washington 98055 = � F- RE: CORRECTION LETTER #3 U. WO Development Permit Application Number D04 -208 WGW Construction, Inc. — Lot 6 — 4216 South 116'" Street U- Q � d Dear Keith: _ �W z X This letter is to inform you of corrections that must be addressed before your development pen can be approved. ~ All correction requests from each department must be addressed at the same time and reflected on your drawings. I w O have enclosed comments from the Public Works Department. At this time, the Planning, Building and Fire Departments j have no comments. - v to O N �H — Public Works Department: Jill Mosqueda, at (206) 431 -2449, if you have any W U questions regarding the attached memo. u. z U 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 ~O H documentation be resubmitted with the appropriate revision block. z . In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and mill not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefanie Spencer Permit Technician encl xc: rile No. D04 -208 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 ::.:.+.- �....:-.....:..... w:.: . �: i,:....: i.;,. c.:; ni »t..s,.u.i:s:.c::;:::5.i.:.cj t- :.�:;;nu.•• :. Lpf: 1w `siittit.:3tG;a4Yiilf'3:J:,iY:n : "':�}'+6;h CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: Permit #: Review #: Date: Reviewer: www.d.tukwila.wa.us Development Guidelines and Design and Construction Standards WGW Construction 4216S.116 th Street D04 -208 Lot 6 3 009.13.04 L. Jill Mosqueda, P.E. The City Of Tukwila Public Works Department (PW) has the following comments regarding your application for the above permit. Please contact me at 206.431.2449, if you have any questions. A. For each Type C permit, PW collects a base application and plan review fee when the application is submitted. The fee pays for two reviews and two inspections. Public Works will charge for the response to this comment letter. B. Contractor needs to provide for ROW 1. Estimate for cost of right -of -way work Work. PW will review BEFORE 2. Business license PERMIT IS ISSUED 3. Liability insurance 4. Automobile insurance 5. Performance Bond (150% of ROW estimate) 6. Maintenance Bond (10% of ROW Estimate) 7. Completed Hold IIarmless (applicant has a copy) 8. Traffic Control Plan C. Joint side sewer agreement Needs to be signed and recorded. The recording can wait until the side sewer is installed, so the easement can be located. z �w UO U) o J� �LL w Q. co = �w z� z� UJ �a U ON o� wW LL w z U= O z r, w gsy �2 0 lffi�' City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 1908 Z Z . August 24, 2004 W Mr. Keith Menges g V 00 329 Northwest Second Place CO o Renton, Washington 98055 w = LU RE: CORRECTION LETTER #2 �LL w O Development Permit Application Number D04 -208 WGW Construction - Lot 6 - 4216 South 116 Street LL Q N O i Dear Keith: =w Z� This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. —0 s All correction requests from each department must be addressed at the same time and reflected on your drawings. I w w have enclosed comments from the Public Works Department. At this time, the Planning, Building and Fire Departments have no comments. UO to ww F Public Works Department: Jill Mosqueda, at (206) 431 -2449, if you have any questions regarding the attached memo. U. O w Z (0 i Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or H other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other O Z documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and ►vill not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefania pencer Permit Technician encl xe: File No. D04 - 208 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS www.cl.tukw1la.wa.us Development Guidelines and Design and Construction Standards Project Name: File #: Review #: Date: Reviewer: WGW Construction S. 116 Street — Lots 6 -9 D04 -208 Lot 6 2 07.07.04 L. ]ill Mosqueda, P.E. The City Of Tukwila Public Works Department (PW) has the following comments regarding your application for the above permit. Please contact me at 206.431.2449, if you have any questions. 1. PW issues a Type C permit as part of the building permit. The right -of -way work may be attached to one of the building permits, or you may choose to apply for a separate Type C permit for the right -of -way. 2. For each Type C permit, PW collects a base application and plan review fee when the application is submitted. The fee pays for two reviews and two inspections. Public Works charges for additional reviews and inspections. Response to this correction letter will be charged a fee. 3. Allentown sewer ($9461.40) and water ($5158.40) connection charges apply to this Parcel 334740 -0025. 4. Outstanding items from Comment #1: a) Provide the checked items on attached Bulletin A4 Right -of -way Permit Application. b) Show all intended work in the right -of -way. Include pavement cut limits for all utilities. 5. Return the enclosed red -lined plans with your response to comment letter #2. a) Provide 4 site plans for this permit showing the corrections. b) Reconfigure the sewer connections as shown on the red -lined plans. c) Show the easements for the shared sewer connections. d) Show separate taps for each new water meter. e) You indicated the meter size for only one house permit, I assume each new water meter is 3 /4". Is this correct? 6. Provide a completed joint sewer agreement, which is enclosed, for the joint sewer on Lots 6 and 7. Public Works will review the agreement before you record it with King County Records. 7. Provide a completed Residential Sewer Use Certificate. Projects /D04- 208 -211 WGW Construction lot 6 -9 #1 1 Z �z �w aa 7- J0 00 N co Lu J = S2 LL w LQ cl) =w z� �0 z�_ w W U� 0 - o1— w U_ F- U _ 0 w z U= 0 Z � irs 111111FU�0 M1. `O City of Tukw Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director July 8, 2004 Mr. Keith Menges 329 Northwest Second Place Renton, Washington 98055 RE: CORRECTION LETTER #1 Development Permit Application Number D04 -208 WGW Construction — Lot 6 — 4216South 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 saute tittle and reflected on your drawings. I have enclosed continents 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. Corr »just be made its P erson 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, Stefania Spencer Permit Technician encl xe: File No. D04 -208 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax. 206 - 431 -3665 .:i -. n �.: ;.,L.•.....;�..�..a�% . W�::.: iix .ri:.x.v.'i„'.i:,idJ+.iaaiiyt � '*�.i�.�x;skiiMA:.�.0 � Wks -aaW. ,s..:t � W Z Z �w QQ JU UQ Cl) W = H �O w 9� LL¢ (00 = F- W Z 1— O Z 25 U 0. ON o�- WW H �. �O Z W U= O Z BUILDING DIVISION REVEIW Date: July 1, 2004 Project Name: WGW CONSTRUCTION LOT 6 4216 SOUTH 116 STREET Application M D04 -208 LOT 6 Plan Review: Jim Dunaway, Building Inspector A Building Division plan review has determined that your plans need to be revised. Please address the following comments with applicable revised plans, specifications, and /or other documentation. Please submit revised plans as follows: 1. Provide sheet S -1 from Engineering Packet in full scaled size (same as plan set) to attach to plan set. 2. The plan set References 97 UBC while Eng. Calcs. including sheet S -1 reference the 2003 IBC., only one of the codes can be used. 3. Plans do not clearly depict structural support of second story walls facing street. Provide Eng. Calcs. to show wall, floor, and roof loads transferred to floor framing member or members below. No further comments at this time. z )-z �W UO. 0 W TL W� �C =W z� �o W �5 U� o - 0 F- W W L o .• z W CO o� z CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS www.dAukwila.wa.us Development Guidelines and Design and Construction Standards Project Name: File #: Review #: Date: Reviewer: WGW Construction S.116 1h Street - Lots 6 -9 D04 -208 Lot 6, D04 -209 Lot 7, D04 -210 Lot 8, D04 -211 Lot 9 1 07.07.04 L. Jill Mosqueda, P.E. The City Of Tukwila Public Works Department (PW) has the following comments regarding your application for the above permit. Please contact me at 206.431.2449, if you have any questions. 1. PW issues a Type C permit as part of the building permit. The Type C covers work onsite and work in the right -of -way. For the Type C permit, PW collects a base application and plan review fee when the application is submitted. The fee pays for two reviews and two inspections. Public Works charges for additional reviews and inspections. 2. PW has the following comments regarding your Site Plans: a) Provide the water meter size. b) Provide a design for the surface water. Your proposal creates approximately 1550 SF of impervious surface, which is under the threshold for a Technical Information Report. The roof downspouts can be handled with splash blocks, dispersion or by infiltration. Refer to the King County Surface Water Design Manual, 1998. c) In order to determine the drainage pattern at the access, provide the street pavement finished elevation and the garage finished floor elevation. d) Provide the checked items on attached Bulletin A4 Right -of -way Permit Application. The right -of -way work may be attached to one of the building permits, or you may choose to apply for a separate Type C permit for the right -of -way. e) Show all intended work in the right -of -way. You may put two houses on one sanitary sewer stub to help minimize the pavement cuts in S 116 Street, per Mike Cusick, Sr. Utilities Engineer. f) The pavement in S 116' Street is more than three years old and has approximately 50% of remaining life. You may cut the pavement in S. 116 St. and pavement mitigation will be calculated using $5.00 per square foot of cut. Refer to Bulletin A6. g) Provide pavement restoration details. 3. Infrastructure Record Drawing sheet # 3109 enclosed with D04 -208 comments. Projects /D04- 208 -211 WGW Construction lot 6-9 # 1 Z �Z �w QQ JU 00 C0 W W_ U . w LL? co :3 =w �0 Z E- �5 U� ON o E- W W LO wZ co 0 0 Z � «f..w.i.. l�.t... ..:' .�,.i.+:. ��.w..Lrr�r ii... a{.. + tk' e: iwiZ• ��tii4.{: ullGCi&. lht�'+ i1 i9 .a/.'.1tX'iJlLy.✓i+Wiw�4�`�t ' :" .• r.• .. •, � PERMIT COORD COP' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -208 DATE: 10 -22 -04 PROJECT NAME: WGW CONSTRUCTION - LOT 6 SITE ADDRESS: 4216 SOUTH 116 STREET Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 afte permit is issu DEPA RTMENTS; Buildin ivision Public Works l 111 * 11,4 Firkeve ' Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete C Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Planning Division Q Permit Coordinator DUE DATE: 10 -26 -04 TUES /THURS R UTING: Please Route Structural Review Required REVIEWER'S INITIALS: u 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: DUE DATE: 11 -23 -04 Not Approved (attach comments) ❑ PERMIT COORD COPY Documents /routing sllp.doc 2 -28.02 3 1!' Ii0�N91t ld�bMbYbGtt:P1�M9fpWiYMKfC1YTA�f 3!M/A`AA9li ❑ No further Review Required DATE: z Z �U UO Cl) co W s CO U_ WO 9� LL Q �M = a �W z H F- O w 25 U ON o�_ WW LL O .. z W U= O~ z Pig RNI T COORD COPY PLAN PZ/1 B/V/R0 U T1 N G SIJP ACTIVITY NUMBER D04 -208 DATE 09/21/04 PROJECT NAME WGW Construction — Lot 6 Si TE AD D RUSK 4216S116 Ith Street Original Plan SLbmittal _Response to Incomplete Letter # X Response to Correction Letter # 3 Revision # After Permit Is Issued DEPARTMENT& Public Works Permit Coordinator I DETMMINATION OFCOMPLUMESS (rues, Thurs) DUEDATE 09/23/04 Complete ❑y Incomplete ❑ Not Applicable ❑ Comments: fbrmit Center Use Only I N COM PLETE LETTER MAI LID: LETTER O F CO PL ETEV ESS MAI LED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ Pw ❑ Staff Initials TUE11THURSROUTI G: Please Route Structural Review Required ❑ No further Review Required ❑ REVIB/VER S INITIALS DATE APPROVALS O R CO RR60TI O N S: DUE DATE 10/21/04 Approved ❑ Approved with ConditionsE Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS DATE lbrmit Center Use Only CORRECTI0N LETTER MAI LID: Departments issued corrections Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials Documentslrouting dip.doc 2 -28 -02 � ,ailtiy, . �. .a. z oc w D JU UO 0 w= �LL w LjLa = a F . w T. E- O z h w W U O� oI.- w LF- LO .z w U= O z Building Division ❑ Fire Prevention ❑ Planning Division PERMIT COORD COPN PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -208 DATE: 08 -30 -04 PROJECT NAME: WGW CONSTRUCTION, INC. - LOT 6 SITE ADDRESS: 4216 SOUTH 116 STREET Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # Revision # after/.before permit is issued DEPARTMENTS Building Division ❑ Fire Prevention ❑ Planning Division ❑ Public Worlds t M �o Structural ❑ Permit Coordinator DETERMINA77 N 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: i t TUES /THURS RO TING: i Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS DATE: 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 Ar Staff Initials: S DUE DATE: 09 -28 -04 Not Approved (attach comments) PERMIT COORD COPY Documents /routing siip.doc 2 -28 -02 z Z �w Q 2 JU 00 CO CO Lu J = 1-- CO w w LLQ U :3 = �w z z� W �5 U° 0— 0 I_ W U. O z w CO O z PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -208 DATE: 07 -23 -04 PROJECT NAME: WGW CONSTRUCTION - LOT 6 SITE ADDRESS: 4216 SOUTH 116 STREET Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # I Revision # after/before permit is issued DEPARTM NTS: J P G �` Building Division J Fire Prevention ❑ Planning Division ❑ Public Works ®�J Stztural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 1K Incomplete ❑ Comments: DUE DATE: 07 -27 -04 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: } TUES /THURS 7structural ING: r Please Route Review Required ❑ No further Review Required ❑ s REVIEWER'S INITIALS: DATE: T 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: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW Staff Initials: Documents /routing sllp.doc 2 -28.02 z �z �w 2 D UO U) O to Lu J = CO L w J LL a = w z _ z� �O z�_ W U� 0 C0_ E_ wW F- LL O W U N H O z PERMIT COORD COPT PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -208 DATE: 06 -22 -04 PROJECT NAME: WGW CONSTRUCTION - LOT 6 SITE ADDRESS: SOUTH 116 STREET X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # afteribefore permit is issued DEPARTMENTS: Building Wisi 9 �- � s( q& Fire Prevention O- 6,o ❑ �s '��v Plarinin Division 9 Public ,rksrl , 46 ' j F&I- i--04 Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 06-2V.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 RING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 07-2x 44 Not Approved (attach comments) Z�7Z DATE: Permit Center Use Only CORRECTION LETTER MAILED:' Departments issued corrections: Bldg* Fire ❑ Ping ❑ PWk( Staff Initials: Documents/rouft sllp.doc 2 -28.02 PERMIT COORD COPY . � .•,iiJ.w >iS> Af.4. .;ice 'JS�(i«w�a5iw ��j�,.'1� ,.� �, �< {,. i;. • • vi+> u.c"L '11W:.tAr• uaw.K.�r«:.. _ 7! z _� z �W � D U UO 0 w� N LL w � =W z� z� LU w U ON o E- W W U- O .- z W CO O z PROJECT NAME: V&z) 6� ^fir ee' PERNAIT NO% Lo Site Address: '5' w, S 116 �- �'� - - -- Original Issue Date: REVISION LOG Revision ' Date i Staff I Date I Staff I No. Received Initials Issued Initials MMOM c� tl � als I gyp Z 2 -0' i ��.5' I - ��'' — oy ! cra• —.S Summary of Revision: Received By: Received By: e- ,-t I /�E1J fs tpiease print) Revision No. i Date Staff Received i Initials I Date Staff Issued I Initials Summary of Revision: Received By: (please print) Revision I Date I Staff I Date i Staff No. Received Initials Issued Initials I Summary or Revision: Received By: (please print) (please print) 1 .e. ltyyyttr w . 1 1vMrY.n +.n. xtr t'.Nro•4 tM. ' NA�Y.M` %+TNt;•rt<.».rt+!iY.^+•,f•.(. in , w«trY+ ��'��y t"� ^ Mf'tvMt;'. t z ~w UO 0 w= H �w w L? cl)a = w zl'- �O z r•- w w CI 01-- W L u _ H� �6O .z W U CO H O z (please print) 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: http :11www.ci.tukwi1a.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. Date: / Z , Plan Check/Permit Number: Z ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: l O `J Project Address: Z S f Contact Person: Phone Number: Z(5(o 3 b - O"` Summary of Revision: CITY OF TUKWI FEB 1 2005 ot=gnillT CI:KTIEB Sheet Number(s): "Cloud" or highlight all areas of revision including date o f revision Received at the City of Tukwila Permit Center by: c( [ Entered in Permits Plus on 2 - -Qs Capplica [ions \forms- applicatfons on line\revision submittal Created: 8 -13 -2004 Revised: Z �Z w QQ JU 0 0 CO � wO 9-J LL ¢ CO a =w F— O Z N W w U O - 0 F— wW F� LL O z CO O F— Z City of Tukwila Department of Community Development t 6300 Southcenter Boulevard, Suite #100 WN !2 Tukwila, Washington 98188 f Phone: 206-431-3670 " 1908 * Fax: 206 - 431 -3665 Web site: http: / /wmv.ci.lulnvila.iva tis 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: /0 —0L Plan Check/Permit Number: d y Z a ❑ Response to Incomplete Letter ❑ Response to Correction Letter Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: W CT ITV C ti2- t C Project Address: L 4 :?- 1 :5 v t6 - Contact Person: A Qj S Phone Number: Li Summary of Revision: 4 y L.� RECEIVED r-ITl'-Af T OCT 2 2 2004 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: 9 Entered in Permits Plus on d 22 C1 applications forms - applications on Iiii6revision submittal Created: 8 -13 -2004 Revised: L . ' 1 i 7 -1 ,i u:,M16 i:aW+i�;.S'i.'r r.;aa,.✓".`i. a.#.au'r� .w v�wHNax .wr. as i' "i w ' 4++ .:.ww..-t- .....v. Z J— Z Ce W QQ JU UO U J_ U) LL w 9-1 U- ¢ = �w Z H Z� w U CO) 0H wW U. O w Z CO O Z City of Tukwila 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. 1 � Date: r�V _G Ll Plan Check/Permit Number: D04-208 ® Response to Incomplete Letter # 1 (��O esponse to Correction Letter # 3 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name WGW CONSTRUCTION — LOT 6 Project Address 4216 SOUTH 116 STREET Contact Person Keith Menges Phone Number: Summary of Revision: D 6ck-12 Zro t2 M M //v G 10LC4 V bu , uS1Nic-ss' L- /C. A - N n -r12a-F-f�i C CO 0 oo vi if cs5 RECE IVED fI.l.1 — Tlal �^ 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: j'q&' Entered in Permits Plus on pp i cations forms -app icatlons on Ilne evision submittal Created: 8 -13 -2004 Revised: ir.:,•....• +,,.. ,. w.,. ,.,�.........e.x.:....... »...: ...,>1: .:.,.w .v..� wrr:.w ... a:.+ ' '•Y rw,.. �v:,,s i:r% tilirXns+�UtJ,::IxC3uitiJ C?i�Gr�:{k'ri16�7�:lii2S :fl+et3iisla.;s"+:uwaw2:iu // Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http : / /tivtivw.ci.tttfivilci.iva.its z Z �W QQ� JU UO (D Cl J H CO LL w LQ rn � = �w z X H I— O Z �5 U� O� 0H ww �F- LL' O 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 bite: http ://tivtivtiv.ci.tuktit 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: D04 -208 ❑ 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, Inc. — Lot 6 Project Address 4216 South 116 Street �'�rt- RF OFi� na Contact Person: Keith Menges Phone Number: 1 1 6 V - / / Summary of Revision: ?04 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: d;� Entered in Permits Plus on ppIi cation s rorms- applications on line •evision submittal Created: 8 -13 -2004 Revised: �zz W JU 0O 0 w= LO LL w LLa N D _CY �w Z t~- �- O w ~ w U� O� o�- wW F- Lo .z w CO O z it :i 14� �( rr' titi y 0 iZ 1 a �o r 1908 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 AL REVISIO B N SUYVIITT' C Revision: submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. L - Q Date: Plan Check/Permit Number: 0 �/ — Z O U ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued Q,-'Revision requested by a City Building Inspector or Plans Examiner Project Name: 6 W CO �S�,�UC T Project Address: Z /Zi'g / �� � f� S� Contact Person: 17/ M errs' C. f Phone Number: Summary of Revision: Tr C� 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 7 ,2 3 -d cl 08/06/03 :, ....... ......:......�... a:.w.a..h:..: LCVL:Y.:YUULn'w'�i.[f ua..:w:r.�.a „r., .x.ra� �t�..a. :,LS:�. :.ii:' .. `msvJ. :wi.: <3::d' ` .c+..+.a",�a.M1rind�aaw;:,R:.a.. wix �l�A�';, C :�J:taC+ipij;p..;' .� M Z ;= Z oc W Q 2 JU U O U) H �LL w 9-J LL Q” U� = �w z HO Z I-- w U� O N O I- W LL Z W U= O F ' Z t 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: l4M Grantee /Beneficiary: CITY OF TUKWILA, a Washington municipal corporation Document Reference Number(s): Section /Township /Range: NC j 7 Assessor's Tax Parcel Number(s): Property Address: Property Legal Description (abbreviated): f 4 I l+l'� 1 rn���� {'I1�u�16� ���zE'e�� '✓ DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Form approved 2003 Page of z �z �w u�l D J U UO U) 0 CO J F- 00 LL WO L L C0 �. = F w Z= F- �o W ~ W U� O CO off W W �F LU z U= O F- z r I The Grantor, 1f / C G , conveys, warrants, and dedicates to the CITY OF TUKWILA, a Washington municipal corporation, the following described public water /sanitary sewer /storm water utility improvements: 3 fq w .-� / _5e (v ('ct i I n-1— / III f-f- K CO pff I kx.k� Sa APPROXIMATELY ENGINEERING COSTS: $ 4� 0 CONSTRUCTION COSTS: $ 2 d TOTAL: $ f d U I DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Form approved 2003 Page of i . z �Z W u� M 00 W U. W O 9 _ U_ a co) d =W z F. . �0 z�_ W U� O N 0 H- W uj H� �O .. Z W N H 3:. O z situated in King County, State of Washington. DATED this 9M day of April , 2005. GRANTOR: (title) STATE OF WASHINGTON ) ss. COUNTY OF KING On this day of April , 200 5, before me personally appeared to me known to be the Mem&pr of EJM04ds f lof 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 2-A day of 1gPKJ , 20o ���C -cz. �Z • .(�' A.�D�'��, Type /Print Nam Deaacx �G s P � lvF �'<''� Notary Public in and for the s :'c° \4'OTA&j- �N'; �i State of Washington residing at cn • ' UG ' = 1 6 L/) ) ;A lit t o ys oa. C- - My Commission expires WASN�, DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Form approved 2003 Page of Z �w J0 00 (1)0 CO LLJ J H S2 LL LL , 0 La CO i �w Z = �0 Z �- w w U� CO o �- w L o. 111 Z UN O Z (print name) ' 0M-4 Vim/ y Indemnification and Hold Harmless I n T \ 1 and Permit 1 emporary In Nature Reference Number(s) of Related Document(s): -P 0L -Z C> Grantor /Borrower: !,-Z •(� Grantee /Beneficiary: CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: Abbreviated Work Description: NOW, THEREFORE, the parties agree as follows: The Permittee shall indemnify, defend and hold harmless the City, its officers, _ agents and employees, from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right -of -way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the right -of -way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee. Page I of z W U0 w� 52 U. w La = �w z M z� LU U� O N. o�- wW �—` O w z UN O F " z J DATED this day of 200 GRANTOR: f�o�(M,pn �1c,4 L(., C a limited liability corporation By: Print Name: L.26 4 o `/ (-;'� 61,> n da // Its: STATE OF WASHINGTON COUNTY OF KING ss. On thi day of , 200 ' before me a Notary Public in and for the State of Washington, personally appeared \N NDOy{ ksj000ijLL , to me known to be theM of � j nj0 LA l_(. 6 , a limited liability corporation that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said corporation, for the uses and purposes mentioned in this instrument, and on oath stated that he/she was authorized to execute said instrument. '\ IN WITNESS WHEREOF, I have h6neunto set my hand and official seal the day and year first above written. 1 „ 1 Name: �J t Wj HA -- NOTARY PUBLIC, in and for the State of W- Washington, residing at V-aj-i My commission expires: 9-t 01V P '...,.....'.: t. a..t.... +: �:... �:`_. i...'. I ^.�:�- .::`:.. +:4��:j- t..li�..tA lu..:.t ^a+h`-�`IY.l�4 �Y: h�i' i�lc �{. R' Sf�Y': Fil: �{ XMjy` u�' �{lV+d�wLSf {w'N��.�•A'YU SalYt x7�icaKYYii.{{I+�MMitiiKA::L"wG .Y1�Nali;n.:.L'i.�k� {�f4• .+ �'✓ �M• 4` iZSYtWw�:/ �3�e.+. iNrtu( i'+ ili ::iF)S«'t2iYit7.�tl:'"� }Yy'IDv Z Z �w QQ JU UO CJ) 0 C0 LLI J X D O LL w� LLQ �D _CF �w Z Zo w Do UJ C-) C0 o�- wW U w z U =. o� Z 4 DATED this M day of Ir , 2004 GRANTEE: CITY of TUKWILA By: Print Name: James Morrow Its: Public Works Director STATE OF WASHINGTON COUNTY OF KING On this day, before me personally appeared JIM MORROW to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. .D /(J * ' C " A' 4�'►►, g10N /•. i P; �+A'•. '00, Name: A hce , A. De c C �, t %el A;? �F (seal) % "'� NOTARY PUBLIC, in and for the State of r ' +�9� ��g.p4,.� .� - Washington, residing at . R21' +on +11 .1 1 Op W I% ` My commission expires: 6 - jb Qg r Page of Z �w QQ JU 00 Cf) 0 J = H N U- w U- Q N =w Z E- 0 Z �- w w VO O - o� ww H U LL Z iw 0 =, O Z 7 5:0' in 5.0' I 1 5.0 ' I . RESIDENCE RESIDENCZ 115.7 I 0 , FF =115.9 f 5 5 ' 0 RESIDENCE + 4"M t� EAN I FF =116.1 OUT ON 4 � SWE SEWER RESIDENCE l (Sw2'4X ` GARAGE FF =116.3 I � � - g ,� 116.7 2 - X4 GARAGE () I 116.9 I I I � 10'SS - STUB GARAGE I I FF =1171 ASEMEN 3 GARAGE / FF =117.3 f / 1 t SIGN CD X �LTE 18.6 �P LE ' 0 , n 18 C a " TYP I C/ /Sp " RIM = RIM EL= INV EL= WATEI � ✓ ✓✓ r` SERVI I -CATCH BASIN FOR E (TYP) VANED CITY ; / RIM EL= 116.8 . INV EL= 112.8 , EXTEND` OF ASPHAL PATCH g" PVC SM SEWER fgF'F nFTAn_l Y NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. v n O z O X O o a n O z i Re ntial Sewer Use Certific ` i m (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) l Owner's Name r" � / L i For King County use: Property Tax I.D. Number -3,3 C 1 ! M RN Subdivision Name OU.) V Subdiv. # Lot # Block # Building Name - T--- - - (if applicable) Property Street Address !? .7 City, State, Zip I WW1 ta- Wa, C 1 8 Owner's Mailing 30 A f W 7 Address � V (If different from wz) i 1 q Q© �� above) v � 7 ' (� Owner's Phone Number( 7� ) UU 2 / ✓CZ nU Property Contact Phone Number ( 7�.$ ) 2 7 'l b r 7 O Party to be BilledN �-- (if different from owner) O , / Party's Mailing Address ��- c, City or Sewer District Date of Connection Side Sewer Permit # _ Demolition of pre- existing buildin ? Yes ❑ No Type of building demolished? (A5j�- Sewer disconnect date? Account # z ~ w oC � 0 co W W_ t- CO W WD 9-1 W? � =w H = Z F. H O w ~ U1 U CO o F- Ww HF- ti. O z W U= b F- Z Residential Customer — 1)0 *za Please check appropriate box: Equivalent (RCE) ❑ Single- family 1.0 or- � r Uk1ti j ❑ Duplex (0.8 RCE per unit) 1.6 El 3 -Plex (0.8 RCE per unit) 2.4 �% U ❑ 4 -Plex (0.8 RCE per unit) 3.2 ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = R T 10 N O E ❑ Mobile home space (1.0 RCE per space) L R # No. of Spaces x 1.0 = For condominiums, please fill out Suppleme tal Form A In a ition to this form. certify that the information given is correct. I nderstan capacity charge levied will be based on this information and any deviation will require resubmissio f corrrrected determination of a revised capacity charge. /Representative V " Date Signature of Owner Print Name of Owner /Representative /T/�� 1057 (Rev. 8/01) White — County Yellow — Local Sewer Agency Pink — Sewer Customer a KKiing sw �yy aN'{ Y i'-' 6..' t. C(, ; t9�. a�. �t1'N 4: C?! �1 . 7!1. ��: �Y S�? k; ll�( P ^ , u' '`. i.:f k' R vryfrlrt"',8inr�;,W {Xwr tS. 2!"{•%:`RIRAX�CC� }'N!' > M1 '{d:°f 'i4albalrfcl.<_ w.cide6swe *mrn+.et -rtin7n " nRVr+e...+.n*pnMwW.w..- ne...w. .s..r.'4o'll...t I•. Account # z ~ w oC � 0 co W W_ t- CO W WD 9-1 W? � =w H = Z F. H O w ~ U1 U CO o F- Ww HF- ti. O z W U= b F- Z Res _` m ial Sewer Use Certific, " m (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 I:Awslk (Last, First, Middle Initial) Property Tax I.D. Number 3i ��� C7 WZS __ 0 7-- Subdivision Name Subdiv. # Lot # Block Building Name (it applicable) Property Street Address 4 � I r !l iO j, 2 1 • uue _ City, State, Zip Owner's Mailing n � Address �li� YNW Z 4D (If different from above) Owner's Phone Number () Property Contact Phone Number ( ) Party to be Billed �v�4 (if different from owner) Pi 2 z q 's Mailing Address �� — Zip Date of Connection Side Sewer Permit # Demolition of pre- existing building ?Xes ❑ No Type of building demolished ? Sewer disconnect date ?_ For King County use: Account # Monthly Rate Six Month Due Residential Customer l RECFIVEu :lry nF rl ikwl► i1 Please check appropriate box: Equivalent (RCE) A Single- family 1. JUN 2 2 2004 ❑ Duplex (0.8 RCE per unit) 1. PERt.IIT CENTER ❑ 3 -Plex (0.8 RCE per unit) 2.4 ❑ 4 -Plex (0.8 RCE per unit) 3.2 ❑ 5 or more (0.64 RCE per unit) LOT No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) I�O�I , Z No. of Spaces x 1.0 = For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmis on of rected data for determination of a revised capacity charge. Signature of Owner /Representa ' Date t � Print Name of Owner /Representativ ✓r 1057 (Rev. erot) White — King County Yellow — Local Sewer Age y Pink —Sewer Customer sutl,K:mm9:t'%y ' rM'• rr; v�, r• .�p�y >a,'t &n.t; -, +t , ; ..:! %a•r�- r�xrrn��;�vi••.�:.n vu.n,w.r .wrM.?krx sM+ . +Y!xt+ac>rvf9.��Rn,kh??': -, x.: .:!*,= t�Mt�7we! 1' f�,.'1'a,"��:'�avlmM".+���NS'rL I z Z �w �U 00 Cl) CO W U_ I— W LL w LL = �w Z F-' H O w ~ w U° O- 0 F- wW LL O .. z w U= O z City or Sewer District ..y �'„ : ✓fir! Hi�•: ,'�; �: • ' - :vim ='•'' % ': S: r..�S; • 1, l L -' - _._.._'. q p onssi S31'dLSfloNl Q.It+ 2I08t 30 LrI1Ih.LPtc13Q ainfeu3�S t1I fuIa>;Id J ' Ss096 VM Noltgad alops p.luD rid. _QNZ MN 6Z8 uo _ - Nolyoflla O M; o . M ua ls pub gZKQ 31�I anotva� asLa1d �OOZ /6Z/� t03D 9 0 0 2/ 6 2 dX� 2It' Z #6 M:?O I0a2i 1 �yvQ ��O . ZNOD ' y SN00 SK M rl xa QaQIAOad SK QsdRZsjo .Cvjdsiq puV I - — - - - -- ...- - - - -- ILfi /S! INHt - cZu ' S S 0 8 6 AIM NOZNaH its rld QNZ MN 6 Z £ f� No i JlDII2iZ SNoD M O M ti 0 0 Z / 6 T./ t 0 �Z�z'Q . 3L1IS0333� r 9002 /6T /.t O "- 2i.CZ96MOODMOM- ,� l :TOOD aivci 'I�SN�J INOD ISNOD SV MVq xg GHGIAOxd SV Qax3sSZOax s3RI•Lsf1QNI QNV x 30 sN3Wixdd3 rr NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR ' THAN ��:h1:��i� ° { ' „���;� �_ r► THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. GENERAL NOTES CODE All materials, workmanship and construction shell conform to the 2003 Edition of the International IBullding Cod r equirements and all applicabls codes and authoriti raving ,jurisdiction. BUILDING Type vN Site Class: D Occupancy Group: R3 Wind Exposure: 15 Contractor shall verify a ll dimensions and conditlons In the field, provide temporary bracing as required untli all permanent connectlone and stlffenings have been installed. If Is the contractor's rssponslbllity to Identify all d1wespancle or c onfusi ons to the designer at the time they are noted. FOUNDAT Unless a soils investigation by a quallfled soils engi Is provided, foundation design is based on an assumed average soil bearing of 2000 PSF. Exterior root(ngs shall bear 1' -6" (minimum) below finished grade. All footings to bear on firm undisturbed earth below organic surface soils. 5ackfill to be thoroughly compa cted per Specifications. Provide 2 0 4 (minimum) continuous bottom of all walls and footings. CONCRETE ' PSI MINIMUM CLASS AND USE Vc SLUMP SACKS /C.Y. A - 'Footings and 2500 3 -4 5 -1/2 foundations B - Slabs on grade 2000 3-4 5 -1/2 4 1. Air - entraining agent (3% to 6%) to be used In all concrete flatwork exposed to weather. 2. Pozzollth 300 series (4 oz per WW of cement) to be used In all concrete. 3. Mix may be designed In accordance with the provisions of Section 1905 of the IBC. 4. Water - cement ratio per IBC Table 190422 a 19043 RE IM=ORCING STEEL ASTM A615 grade 40, reinforcing steel details shall be prepared by an experienced detaller approved by the Designer and conform to standard practice outlined in ACI Report 315. CONCRETE COVER OF REINFORCING 3" Concrete poured against earth 2" Formed concrete with earth backfil 1 -1/2" 5:amo and columns (stirrups, ties) walls exposed to weather, slabs on moisture ba rrier. A" Walls, inside face. Lap column verticals, Class "A" concrete and masonry column and wall verticals 40 diameters (2' min.). Lap all other reinforcing 30 diameters (2' min) Splices at tension regions shall not be permitted. FRAMING All framing to comply with 15C Chapter 23. Nail sizes and spacing to conform to IBC Section 2304.9.1, Table 23- II -5-1. Ali wood in contact with concrete to be pressure treated Exterior hangers to be Simpson ZMAX or equal (G185). Structural design 16 based on the following allowable stresses (units In PSIS L UMBE R STRENGTI46 C Un i t5 in Fv Fb E JOIST, RAFTERS: , HEM - FIR 0 2 15 850 1,300 000 5EA"6, HEADERS, LINTELS ,GIRDERS: 4" Nom Nom -Fir 0 2 15 850 113000 4" Nominal Doug -Fir 0 2 95 815 11600000 b " Nominal Doug - F ir 0 1 B5 1350 1600000 GLUE LAMINATED TIMBERS: Doug -Fir Larch (24F -V3) 165 2400 1000,000 (22F - ✓3) 165 2.4 00 1,100000 STRUCTURAL GLUE - L ArrI iNATED TIM5=`R &V I I bs Douglas Fir fabricated to tew requirener is of U.B. Frociuct Btanoard P5 56. Lumber shell be of such grade to provide normal working stress values of 24ce psi in tendi 1100 psi in tenslont 1600 pol in compression parallel to Qrain* 450 pot compression perpp to grain ,end 165 psi horizontal shear (Comt)inaticn 24F - Y3). Laminated members to be AITC certified. The fabricator she II be approved by t1-o3 Designer. Use waterproof glue. PLYWOOD 055 Each sleet shell bear the trademark of ihs American Plywood Association. All grading shall confo m to PS 1. Use thidwoss and nailing as sno jn on the drawings. All Piyu,00d shall be C -D Interior grac s with exterior glue. Except as otherwits t h~ or noted, provide 5d at i" on cneter • supported panel edge and ad at 12 on center on other sporting members for Walls, roof and floors. No te: Equiva r ated oriented stra , d board ( S.B.) may be used in HOW of plywood called out and 0.131" diameter P -nalis may be us in lieu of mad halls, r �� Roof Diaphragm: 1/2" plywood (panel Index • 24/16), with Sd balls at 6" osc. at supported panes an d at 12" ore. at field (typical unless noted otherwise). Floor Diaphragm: 3/4" p1 wood (pane' 1 dex . 24/16) with 10d nails at 4s" o.e. at supported panel edge and at 12" o c. at Meld ( Ica i u. Mess noted otherwise on plan). Optlonia I to use 0.148 diameter i# . lieu of 100 malls. 6TRUCTURAL STE E 6tructural Grade A5TM A36, Fy 36A 1 00 psl. Pipe columns ASTM Xh53, grade B, 1=9 = 35000 psl. Structural tub" columns A57rl A :0. grads 13, Fy = 46A%W F 61, sAll steel sycept stasi embedded in concrete she I I be gi cis shop coat of approved paint. Welds to be 3/16" minim continuous fillet by AWh. cart 'l e<- 1 welders. Field connections not er�o wall all bee bolted framed beam connections per AISC. < it k Jolts to be A325. During o'ectlon, structural steel shall be secured from collapsi with tomF or,,ry bracing. Whers expansion anchors are specified, the Contractor shall submit to the struetu, al erg Inver a samp of the- b nchor to be ussd with laboratory data of pull -out and shear s .rength FIREPLACE Masonry fireplaces and ch imneys aret to ire constructed to conform to all applicable portions of the IBC Section 2111 and IRC Section RIC 03. Flue liner minimum 5/5 fire clay (or equiv.) per•- IBC Section 81001.9 and Table RI001.12. Plus area per IBC Taole 81001.11, Gtr" shall w pF c t only their own weighs* unless sp ec ifi cally dsstgnsd to support additional loads. All fireplace are to be provided with tightly- fitting Plus dampers, operated with a reac,ily , accessible manual or approved automatic control end an outside source of combustion air, minimum duct size of 6 square incheb in Brea, provided with readily- operable damper* located In front part of firebox. Prefabricated fireplaces, ch(mneyi and related components to bear U.L„ have Washington State Certification seal of approval and oe installed per any conditions of approval. DOORS AND WINDOWS `All $lazing to be double glazing, With maximum "U" value of 0.40. All skylights to be double glazing, maximum "U" values of Obb. Factory built w! -lows to be constructed to parmlt maximum Infiltration of 0,r, CFM per lineal foot of operable sash -perimeeter as tested by standard ASTM E 28313. Site built and mill work shop built ucodeen sash are exempt from Infiltration Criteria above, but must be made tightly fitting ar d weather - stripped or caulked. Sliding glass doors to permit maximum infiltration of 05 CF1" I per Inflltratlon of Iii CiSM F•er square foot of door area. Caulk or weather -strip windows, doors and pesnstrations. Glazing In doors, and glazing In hazardous locations described in 5C Sec tlon 2406, t:2 be safNt; glazing. Prescriptive Approach Option i "unlimited Glazing Option) 2021 U)S INSULATION Unless otherwise noted, Insulation to be as followb: t t INIi•rUM MAXIMUM LOCATION INSULATICM ADDED ASSEMBLY "U" VALUE CEILING t ROOFS R -38(I ► �3 EXTERIOR UJALLS R -21 .0r., WALLS 1 HOUSE t GARAGE ,� R -21 ,05 FLOORS OVER UNHEATED SPACE: R-30 :03 •SLAB PERIMETER (2) R - 10 ELECTRIC WATER HEATERS (3) per ASWRAE SOA -80 GAS WATER HEATERS (4) p.w A%*AE 90A -80 DUCTS IN LNWEATED SPACES per k'SEG table 4 -16 (20F -Y3) 165 2000 1,60000 . LOAD ING: footnotes: , Roof: 15 PSF DEAD LOAD • 25 PSF LiVE LO . 40 PSF Fioo r: 10 PSF DEAD LOAD • 40 PSF LIVE LOAD • 50 PSF (I) R - 30 in si le rafter, stet va�� ltec c:C ilin a. ^9 j 9 Ceiling: 5 PSF DEAD LOAD • 5 PSF LIVE LOAD • 10 PSF Z . >f Deck: 5 PSF DEAD LOAD • 60 PSF LIVE LOAD " 65 PSF (2) lied to p erimeter of slab from t� of slag down,tard ncrizzont.fll s minimwn 24 ". 50,3 App lied p p y Interior Partition: 10 P F basic Foundation details. Exterior Partition: 10 Px'F (3) Must be integral with unit. Unit oust ciitplay ve iric:atio►i. bolt heads and nuts b earing aga inst wood to be provided with Plat cut was hers. Wood bearing on e4) Unless unit conforms to ASN4FAE j)c �A_W anc is labeled to si @n if y Conformance. 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 all support of .joists and rafters. Between supports provide blocking or approved bridgin at 8 " - o c. ror flour foists, 10'- V 0" for roof foists. T Ica l sill bolts to be 5/8" diameter at 4'-0" o,c.t embed 10 ". All metal frami anchors and hangers shown on drawings shell be "Strong Tie Connectors" as manufactured by . Simpson Company or approved equal. WOOD TRU55E5 5ii ha ll be f actory f abricated trusses. Design a nd fabrication shell conform to the requirements of the International Bullding Code. Engineering design and shop drawings bea►Ing the stamp of a professional engNeesr regist in the State of Washington And showing a,l details of SITE PLAN constr Including bracing. prxc cc au.: 052504 Trusses she II be designed for uniform loading as follows: (hoe Issued: 05 /28/04 Top Cord 33 P'SF of tributary area SHEET NO: Bottom Cord 1 PSF of tributary area ` Fabricator shalt be approved by the Designer. 0 eoD 1 ' it . r 51. U be nftde t a *V* ti.� prior D < l 1�E a 4 or � and anew A t S ubrnt W JJ +' If •w APp&val ort an ft0lon domaym and UM vo+a eon - does not of approved i-ietL '., Code r or Aelo 7E gY (Mechanical O L EleCbical �� QY of Tt k i ft BmdW6 p CRY Of Tw w; BUILDING prMIO 11 4 r • 0 N r • v it . r 51. U be nftde t a *V* ti.� prior D < l 1�E a 4 or � and anew A t S ubrnt W JJ +' If •w APp&val ort an ft0lon domaym and UM vo+a eon - does not of approved i-ietL '., Code r or Aelo 7E gY (Mechanical O L EleCbical �� QY of Tt k i ft BmdW6 p CRY Of Tw w; BUILDING prMIO 11 4 r • 0 N r V Ln O 4.1 N Z . >f .� 4u U�P4 V V GENERAL NOTES SITE PLAN prxc cc au.: 052504 Drawn by: )'%S (hoe Issued: 05 /28/04 Latest Rtvisioo: SHEET NO: x /i SITE FL4N , SCALE f "•10' LOT 7 H ILLMAN ?''�E,���O���, T.' - I <*UJ1LA, WA apNIP�UiAN� -� 2004 NO Gity Ot Sv wi;3 ON ING 3VILD t fTl FECE1VF.D OCT Z 2 F MIT ENTER ION t1lo w z O Q U Q w v AW .. w., .. r �..••.... •�...A++r :. �•a.r� rr .r. JL..w..,�. .r.: ::�:r+J►.X.�:. ...-.+:�.�_.•� #.r'�'A►r:�Jr:•� +..N. �.'•./V��•.n • � ' i'1 +Ir "� �f�[: As ' M'A Vl.9�Vl�M►•'J '1'. •�}� ids '.•w •�tvn' .. '•�-� �1 w•M ...r ... yr �aw• � r .. , 4 M » 1 i ,,; T, A w U C � PC ' � c Vi N • ti/1 �' L x•13 . (� v N x 5 -im1@ 1, 00 H 'J -- - }- N Y a r. i C r -- L P E W/ 2- BARS E,W. 44 POST BASE 0 30 ' BELOW TOP OF WALL L _j 18 18 MIN CLE r" 7 24 "x24 "x12" SLOT 0 TOP OF FOOTING JOI TS 3) WAAT,M PROVIDE MIN 2" VIA, HOLE 12 MIN LE 9 30 0 BELOW TOP OF WALL E GI � � 6 MIL B 1 R C 36 "x3VA2 AREA -WELL (AS REQT%) I T VERIFI' LCCS. ON SITE I I MI 12" � LOCATE AWAY FROM DEC" 4 PATIOS L T 5 Oi WI IN PI SI r A Al 4 -2 1/2" 4' - 2 1 /2" 2 ,411 THICK FT'G W/ (6) X16 EA CCH WAY TOP t BOTTOM (TYP 2 PLACES) . A I 1) ALL FLR ,)STS TO BE TJI FLOOR SYSTEM, REFER TO MFG LAYOUT FOR ALL FRAMING DETAILS AND BLOCKINICs. REVIEW MFG. LAYOUT PRIOR TO FRAMING, `^ OR ALL FLR JOTS AND RFTRO TO BE 4 2 NEM - FIR PCUdLE UNDER y DEARING PARTITIONS, PROM LI I I M DE 6O LID BLOCK NG OVER BE AR IN G ME (/� F ► 2) ALL EXT. OR t 04OW HDIlS. TO BE 4x DF@2 c. UNC > 0 V 3) ALL FMlE - MANUFACTURED TftAM6 TO BE IDENTIFY ED BY MFG'S STAMP. � � MM e 4) FACTORY BLT FRPLC 4 CHIMNEY TO BE UL LABELED a w INSTALL PER MFTft SPECg ONSIDE CMBSTN AIR REc2*0 (MIN 6 SQ IN) DUCTS TO F/BOX W/ OPERABLE O/'OIDE DAMPER TIGHTLY F TT'G FLUE DAMPER, N AND TIGHT FITTING GLASS OR METAL DOORS OR FLUE ORART INDUCTION FAN. 1" N S) LIMIT 6WO ER FLOW TO 2.5 GALLON/MIN. 6) N.W.T. TO BE L ABELEV PER ASHRAE STD. NO. WA - M, AND MEE T 0 � N THE REGMTS. PER f l NATIONAL APPLIANCE ENER3Y CONSERVATION ACT. 1) FURN AND H,W. TANK* PILOTS, oURNER&, HEATING ELEMENTS, AND SWITCHES w TO DE A MIN, OF 16" ABOVE FIN16WO FLOOR M a � 8) ALL OKYLITES TO COMPLY WITH I.R.G. SECTION 2409.1 4 2603.1 9) ALL SIDELITES, SLIDING GLASS POORO AND TuB /64OU,IIER ENCLOSURES TO ' COMPLY WITH I$G. SECTION 24". � � 90 10) NEAT REGI&TER>8 TO BE PER LEGENDS LOCATE APPROXIMATELY AS �" SHOWN, i IN FROM EXTERIOR WALLS, 3 IN FROM INTERIOR WALLS. V 11) VENT DRYER OVEN/RANW 4 EXHAUST FANS TO 0 /910E. DRYER EXH DUCTS Q SHALL NOT EXCEED A TOTAL COMP HORIZ AND VER LNGTH OF 14' -0 ", INCL 2 90d ELMO". DEDUCT 2' -0' FOR EA. 90d. ELBOW EXCEDING 2. SEE DRYER � P U DUCT DTL FOR ALT. SOLUTIONS. ALL EXHAUST DUCTS INSLT'D (MIN. OF R -4) V . 12) ALL NAILING TO COMPLY WITH I.B.C. TABLE 23-2-15-1 COL V•" N, POST 4 BEAM CON"CTIONS TO COMPLY WITH Ia.G. SECTION 2316. v ` 13) ALL EXT. WALLS, INTR MAIN PARTITIONS OOR 5003 WALLS TO BE BRACED. N . - ` PRACA METHOID: REFER TO 2003 IJSjC. SEE A BELOW. SEE SHEAR WALL NOTES 4 SCHDLE, FOR OTHER COMPLIANCE METHODS Vol (a A. ONE STORY MTL. BRACE, USE KG1 ID106 (60d) OR KCAU5126 (45d) f" b D. LOVER STORY OF 2 &TORY: GWB ON " `� T y N IA STUD& 16 OC, UNBLOCKED, NAILED UJ/ Sd COOLER OR u1 L.LBOARD NAILS -a 1' O z. V � ,. C. UPPER STORY: SEE ONE STORY (SEE &HEAR WALL SCH FOR ADDTNL W-0) 14) SOLID SHTN'G REO'D ON LOWER STORY OF 2 STORY BUILDING PER U.B C. DRYWALL NAILED PER SHEAR NAILING SCHEDULES OR IBC 2003 EDITION. � v B) TUB/SHOWER SURROUND WALLS TO HAVE WATER RSTNT GYP SRO AND Ow A Sf"'IOOTH H B HARD SURFACE TO A MINIMUM WEIGHT OF '10" ABOVE DRAIN INLET H 16) PROVIDE SMK DETCTR IN COMPLIANCE WITH I ZZ. AND IJ5 C. 9TD. 0 43A6. ALL &'!C DETCTRS W/BAT BACKLIPAM DETCTRS WILL SOUND AN AUDIBLE 3 ALARM IN ALL SLEEPING ROOMS. f ' t h) DWELLNG TO GC)I"1PLY W/ WA, ST ENERGY GODS, 2001 EDITION � 18) SEAL, CAULK GASKEtOR ILEATNERSTRIP TO LIMIT AIR LEAKAGE: j. AT EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, OPNG'& 15TWN ; WALL AND ROOF AND WALL PANELS, OF x'S AT UTILITY PENETRATIONS TWROUGW WALLS, FLRS, AND ROOFS, ALL OTHER OPNG'S IN BLDG ENVELOPE. ' 19) ALL EXTERIOR DOORS OR ACCESS HATCHES TO ENCLOSED � UNHEATED AREAS MUST BE WEATNERSTRIPPED. ' 20) MININtW SOIL BEARING PRESSURE • 20+00 PSF, r Q 21) FOOTINGS TO BE PLACED ON FIRM, UNDISTURBED NATIVE SOIL.' ,rr �. 22) DWELLING TO COMPLY WITH tNW<M 1 BUILDING CODE 2003 EDITION VJ 'Its 23) DIRE STOPS SHALL BE PRVD'D TO CUT OFF ALL CCW-..'D DRAFT OPN'GS FROM VERT TO HRZNTL SPACES, INCL Cx THE STAIR, TUB SHWR, FRPLACE, ETC. t � ' 24) 08B ROOF 6WEATHNGG UACC IP ROOFWx AND PLYWD AT ALL OVERHANGS. 4� WE DETAIL SHT FOR ALL ADDITIONAL NOTES. 14 01 x BEN "wRAL NOTES. P ` FURNACE DUCKOUT f' 6 " 11 4 ' • � Al - 4 10 t' , • ., .� 18 18 t_ .! I e $ 112 w' CC AC. Ls $ i 3 ; bL APE: 3" TO DR , VE m I � I 5 iA , � M I C 24" C Al `�' .4 ... GE A =E JAL L 45OVE Al Ism womm. SI Al �- -•� . THICK FT 3 W/ (b) EACH WAY TOP BOTTOM (TYP 2 FLACES) L IN :KOUT3 r -- 18 "x18'k10" 1) 8E 4gj_t- _ PROVIDE 6" DIA. SLEEVE I W/ 2- BARS E,W. 44 POST BASE 0 30 ' BELOW TOP OF WALL L _j 18 PC 44 POST CAP 2) = IC : PROVIDE 6 "W x 12"h r" 7 24 "x24 "x12" SLOT 0 TOP OF FOOTING ' f W/ 2- BARB E.W. 3) WAAT,M PROVIDE MIN 2" VIA, HOLE L PB •• P06T BASE '• 9 30 0 BELOW TOP OF WALL imc P06 CAP i � � 4) QR'Y,�R PROVIDE MIN 4 14" DIA. -- -- — n HOLE ! TOP OF WALL 4 PROVIDE 36 "x3VA2 AREA -WELL (AS REQT%) I W/ 3 - '4 BARS EA VERIFI' LCCS. ON SITE I I PB " POST BASE PC ' "T CAP NOTE: MIN 10' HORIZ. BTWN H2O 4 SEVE � LOCATE AWAY FROM DEC" 4 PATIOS L BUC<OUT5 4 FOOTING; SCHEDULE r N Vl+ .Y.t -t. y.wt ,yy• S ' ' L :: 4i 00 4� N 4 Z 4- • L.n O 0 t P 138 UNDER -FLOOR AREA • 4,9 5Q. FT. NET FREE REQ'D. 150 4.9 NET FREE x 144 006.* SQ IN /SQ. FT. NET FREE REQ'D. PROVIDE ' SQ. FT. PER 150 SQ. FT. OF RIDER FLOOR AREA. COVER VENTS WITH 1/4" CORROSION RESISTANT DIRE MESH. LOCATE VENTS AS CLOSE TO COWdERS AS PRACTICAL. EFFICIENT VENT AREA . 12,5 SQ K SQ. IN. NET FREE 1085 s, 10 VEND S VENT AREA 125 REQV. COOP . A � ip I FOUND ATION FL.4N I&C ALE : 1/4" • 1' . 0' Q 0 m M 4e 0 I*r a AN GLB 5A x W•5 5/8 ,LONG VERT. W/ ( 2) 3/4 "♦ A301 BOLTS 11/2 ;LR 8" x 1' -2 1/2" CONC. COL . W/ (2) 4 5 VERT. E AG«4 FACE t (4 ) 0 3 TIES * 4" OjC. TOP t BOTTOM W/ 15AL + 12" O.C. DOWEL 441 U JEACH VERT. FTG• 6' -0 x ( 5' -6' x 16" THICK W/ (b) 16 EACH WAY TOIL BOTTOM i i u IT ER E� OF rLW �--" � CONIC COL �' FT CONK oc 2 20 1 rv. T.S. . cemm r. h . t, 1 .�: ♦�irV�• W.•R4 �Mu.+.. U.wM..V,.w••MIMM�.i +• .M�- N Vl+ .Y.t -t. y.wt ,yy• w►. -owl M' .• t r ' ..A,• r -d �./ L :: 4i 00 4� N 4 Z 4- • L.n O 0 P i 5 u ir f '• V FOUNDATION PLAN Pruject no.: 052504 Dawn by: As Dw Irmo& 05 /28/04 [goatRrvWm— 10/18/04 SHEET NO: r. h . t, 1 .�: ♦�irV�• W.•R4 �Mu.+.. U.wM..V,.w••MIMM�.i +• .M�- .M,� -+. M�+��.�M�+M...�1^yr Vl+ .Y.t -t. y.wt ,yy• w►. -owl M' .• t r ' ..A,• r -d y., Wy . �yy... t n r ." .( � CRAWL. VENTI C4,1.CUL.AT I ON F + A' aL�KOr H/r ?� 6" x 16' SCREENED FOUNDATI VENTS EQUAL IY I SPACED AT FON WALL COVER W/ 1/4" COR11R0810N RESISTANT WIRE MESH r PROVIDE 1/2" MIN. AIRSPACE 2 BET(,IEEN ENDS OF GIRDERS t FOUNDATION WALL (TYP.) 0/18/04 1 .r z f r s• i m O 3 D Z _n r 4 O �1 - 0 r ri z P •t a " C� 00 r n L - hn C' , in ' O A N (D r m At D� u n�m m rnc�A D �r -+ m r m O V• N C J W -8 0 Ap r4) LS - 2 2.- ��� b'-m" ` -3" ' -5" f� °6 21 -0r p 8 oD 6-0x4 -0 t2 SLIDE 6 -0x4 -0 +n SL IDE V' EGRESS 1p EGRE66 4x11 DF 4xQ DF a CL r rn _ 49p rn e� 40 _ 410 5P. ® ® 410 OP. r a 6WELF/POLE 6WELF /POLE a 4 ' 6' TUB W/ 4& bNG�R WA6H DRYER • N� ?NIC •. � N N •J •- �DD aj v NYL a .3 ® :71 \ N B s It X � N e Z u u 8 tv �A V/ I y A J D�< a 4a ITO \ s T P - I � - V " I 1!'_Af t/9u _rt in %k of 7�.t tom• { 4' -2 1/2" I 1 <X� {� I1 I IST I --- ________I !c - Ox, - e+ dvCRHEAO D OOR ; 6xIwo t i � Christelle, Inc. New Residence Plan 1405 N 20th St., G -204 C CD Y g o 7 r 00 r n L - hn C' , in ' O A N (D r m At D� u n�m m rnc�A D �r -+ m r m O V• N C J W -8 0 Ap r4) LS - 2 2.- ��� b'-m" ` -3" ' -5" f� °6 21 -0r p 8 oD 6-0x4 -0 t2 SLIDE 6 -0x4 -0 +n SL IDE V' EGRESS 1p EGRE66 4x11 DF 4xQ DF a CL r rn _ 49p rn e� 40 _ 410 5P. ® ® 410 OP. r a 6WELF/POLE 6WELF /POLE a 4 ' 6' TUB W/ 4& bNG�R WA6H DRYER • N� ?NIC •. � N N •J •- �DD aj v NYL a .3 ® :71 \ N B s It X � N e Z u u 8 tv �A V/ I y A J D�< a 4a ITO \ s T P - I � - V " I 1!'_Af t/9u _rt in %k of 7�.t tom• { 4' -2 1/2" I 1 <X� {� I1 I IST I --- ________I !c - Ox, - e+ dvCRHEAO D OOR ; 6xIwo 3 . _ . - .. . t,'.k- �. .. .. - - ar 'i ! v •,� .= J . �ti � ^ : ~ 't: - L. - r , .' �f ;'��t'• f siC '. • +: ). ' r .`` .. � `~ . � - .. . • ..i.:.a» ' .. , :� .. y . 9" r4i PE Rt**01 I T A f=f=L I C A IT I ON SET w.•.�,� �a -r { 4 3 3 . _ . - .. . t,'.k- �. .. .. - - ar 'i ! v •,� .= J . �ti � ^ : ~ 't: - L. - r , .' �f ;'��t'• f siC '. • +: ). ' r .`` .. � `~ . � - .. . • ..i.:.a» ' .. , :� .. y . 9" r4i PE Rt**01 I T A f=f=L I C A IT I ON SET w.•.�,� �a -r { 4 A 1 . S iR -r i s sac ayes 89M4 121 st Avenue Southeast Na :c=astle, \Vas1 980561 Residential Designer �fFww_ (425) 226 -5750 Fix: (425) 227 -63G 3 �vs dcsi�nGcc�mcast.rzcr 'r Of doom � Christelle, Inc. New Residence Plan 1405 N 20th St., G -204 C CD Y g o 7 Renton, WA 98056 A 1 . S iR -r i s sac ayes 89M4 121 st Avenue Southeast Na :c=astle, \Vas1 980561 Residential Designer �fFww_ (425) 226 -5750 Fix: (425) 227 -63G 3 �vs dcsi�nGcc�mcast.rzcr 'r Y A 1 1 a� Jv 13' -3" 13' 4 1/2' , 2' -6" 10 14" 3'03 1/2" 4 ��. 5 V .. ,_/ 1 00 1 .... ...ia` -- EL. r •42' V INYL CARPET I � / V 1 .. 1 etc �en �,/ �;.. g M TOP OF W&I F.L. • •42 AP 4 1 \ 1 ®v ®�V���/v // Q � U 1 V lI 1 w !'Y' ANT rANTI LEDGE ��- �D >>H•+ELVIe A BOVE I NTER I OR RIOGC NIL ':X , a VINYL �t - I a_ I•b •a TOP O l`ij �jNJ � V S 86".L CATCW I _.1 OF EI . T' A? ;TL _ --=� OPEN TO W SHI:L ;- .aE O� E eHY.vS .� LANDING um IFIREF'L.A = ` o BELOW um r r 16 to 0 � s 1 J FAN .� W �G 1 i6 s � \ c �D IL � � Q / � 4 1 V.0 . 6 / $ . yp �` 4 :a PF'2 4 DP axe D . , � --�r- --- — — -- rs.. _I..,�L ........ i errs �w �.� done '>! "t i 2-0x L �� !-O'S- 3 -c c5•,'�' �, 6W.xL _ : NG�_H$ Ks Biwa _a \:x O SL TUD 3' - a" 6 ' -9" 2' " 2 Oil 2 -0 " E -fd" I f 4' -011 0 UFFER L. DDR FL 4N ���A �� i! i �� As•�• SCALE S 1/4" . Is - C ' ao v • ,, A BATHROOM$, LAUNDRY ROOMS AND POUVER ROCf i FAI TO BE 50 CFM KITCHEN EXHAUST FANS TO BE 100 CPM. - EXHAUST FANS SHALL BE FLOW RATED AT 25 WCx STATIC PRE38URE EXHAUST DUCTS SHALL: 26'- 1, 2" -BE EQUIPPED UATH A 15ACKDRAFT DAMPER - TERMINATE OUTSIDE THE BUILDIN& - COMPLY WITH BELOW MINIMUM SMOOTH MINIMUI1 FLEX. MAXIMUM MAXIMUM NO- w .4 2 , -o , 2, -011 50 -80 b" 1" 20' 3 80 -125 1 . 811 20' 3 1 -1 8" 10 20' 3 110 -240 'S" II" 20' 3 I. FOR LENGTHS OVER 20 FEET INCREASE DUCT DIAMETER I INCH 2. FOR ELBOWS NUMBERING MORE THAN 3 INCREASE DUCT DIAMETER I INCH WHOLE ;•MOUSE VENTILATION REQUIREMENTS: A i DIAMETER FRE°!H AIR INLET FOR 31"IOOTH LeUCT AND 8" DIAMETER FOR FLEX. DUCT SHALL BE DUCTED FROM THE EXT TO T14E FRESH AIR E3.0 '3•E - -R - N�5sIiTUD W� ' LOW AWN'6 s -A IEOOM OR SPACE HAVING FUEL BUR11NGt APPLIANCES THERIN. C BL , 4x 12 DF- -DUCT SHALL BE INSLT'D TO R -4 WHEN PASSING THROUGH A CONO'D SPACE. INLET DUCT SHALL BE EQUIPPED WITH A MOTORIZED DMPR TWAT WILL OPEN WHEN THE VNTLT'N FAN RELAY IS ACTIVATED, AND REMAIN CLOSED AT ALL OTHER TIMES. IN ADOTH TO THE MOTORIZED DMPR, A MANUAL DMPR SET TO 30-.5 AIR CHANGES PER HOUR IS ALSO REQUIRED. 111[ I THE TABLE BELOU THE AIR INTAKE DUCT DMPR SHALL BE SET WAN THIS RNG FF READILY ACC6515L.E 24 HR CLICK TMR OR DEHLMIDISTAT 4 RELAY SHALL BE MSTLL'D AND WIRED TO REGULATE THE FURN FAN, RELAY AND WHOLE HOUSE EXHAUST FAN, Dl1111 OF FRESH AIR TO ALL HABITABI-E ROOMS. VENTILATION SYSTEM MUST BE PERFORMANCE TESTE:;o JUST PRIOR TO THE FINAL INSPECTION BY THE INSTALLER OR A QLF'D THIRD PARTY. THE INLET V INYL CARPET I � / V 1 .. 1 etc �en �,/ �;.. g M TOP OF W&I F.L. • •42 AP 4 1 \ 1 ®v ®�V���/v // Q � U 1 V lI 1 w !'Y' ANT rANTI LEDGE ��- �D >>H•+ELVIe A BOVE I NTER I OR RIOGC NIL ':X , a VINYL �t - I a_ I•b •a TOP O l`ij �jNJ � V S 86".L CATCW I _.1 OF EI . T' A? ;TL _ --=� OPEN TO W SHI:L ;- .aE O� E eHY.vS .� LANDING um IFIREF'L.A = ` o BELOW um r r 16 to 0 � s 1 J FAN .� W �G 1 i6 s � \ c �D IL � � Q / � 4 1 V.0 . 6 / $ . yp �` 4 :a PF'2 4 DP axe D . , � --�r- --- — — -- rs.. _I..,�L ........ i errs �w �.� done '>! "t i 2-0x L �� !-O'S- 3 -c c5•,'�' �, 6W.xL _ : NG�_H$ Ks Biwa _a \:x O SL TUD 3' - a" 6 ' -9" 2' " 2 Oil 2 -0 " E -fd" I f 4' -011 0 UFFER L. DDR FL 4N ���A �� i! i �� As•�• SCALE S 1/4" . Is - C ' ao v • ,, A A � SOURCE SPECIFIC VENTILATION REQUIREEMENTS BATHROOM$, LAUNDRY ROOMS AND POUVER ROCf i FAI TO BE 50 CFM KITCHEN EXHAUST FANS TO BE 100 CPM. - EXHAUST FANS SHALL BE FLOW RATED AT 25 WCx STATIC PRE38URE EXHAUST DUCTS SHALL: -BE INSULATED TO R-4 IN LNCOND IT ZONED SPACE -BE EQUIPPED UATH A 15ACKDRAFT DAMPER - TERMINATE OUTSIDE THE BUILDIN& - COMPLY WITH BELOW MINIMUM SMOOTH MINIMUI1 FLEX. MAXIMUM MAXIMUM NO- FAN CPM DUCT DIAMETER DUCT DIAMETER LENGTH OF ELBOWS 50 -80 b" 1" 20' 3 80 -125 1 . 811 20' 3 1 -1 8" 10 20' 3 110 -240 'S" II" 20' 3 I. FOR LENGTHS OVER 20 FEET INCREASE DUCT DIAMETER I INCH 2. FOR ELBOWS NUMBERING MORE THAN 3 INCREASE DUCT DIAMETER I INCH WHOLE ;•MOUSE VENTILATION REQUIREMENTS: A i DIAMETER FRE°!H AIR INLET FOR 31"IOOTH LeUCT AND 8" DIAMETER FOR FLEX. DUCT SHALL BE DUCTED FROM THE EXT TO T14E FRESH AIR RETLNlN PLE THE FRESH AIR DUCT SHALL BE PROTECTED FROM T04E ENTRY OF INSECT$, J r -WHERE IT WILL PICK UP OIWECTIONAISLE ODOIt, FUMES OR FLMMBL. VPRS. -A IEOOM OR SPACE HAVING FUEL BUR11NGt APPLIANCES THERIN. - ATTIC, CRAtu. SPACE, OR GARAGE. ' - CLOSER THAN 10' FROM AN APPLNC OR PLM®G VENT OUTLET, LINLE66 THE DUCT VENT OUTLET IS AT LEAST 3' ABOVE THE FRESH AIR INLET. -DUCT SHALL BE INSLT'D TO R -4 WHEN PASSING THROUGH A CONO'D SPACE. INLET DUCT SHALL BE EQUIPPED WITH A MOTORIZED DMPR TWAT WILL OPEN WHEN THE VNTLT'N FAN RELAY IS ACTIVATED, AND REMAIN CLOSED AT ALL OTHER TIMES. IN ADOTH TO THE MOTORIZED DMPR, A MANUAL DMPR SET TO 30-.5 AIR CHANGES PER HOUR IS ALSO REQUIRED. A W14OLE HOUSE EXHAUST FAN SHALL BE LCT'D M THE CEILING. SIZE PER THE TABLE BELOU THE AIR INTAKE DUCT DMPR SHALL BE SET WAN THIS RNG EXHAUST FANS MUST BE FLCW RATED AT 25 W.G. AND MAX- IS SOME RATING. READILY ACC6515L.E 24 HR CLICK TMR OR DEHLMIDISTAT 4 RELAY SHALL BE MSTLL'D AND WIRED TO REGULATE THE FURN FAN, RELAY AND WHOLE HOUSE EXHAUST FAN, INTERIOR DOORS SHALL BE INSTLL'D 60 AS NOT TO I MPEDE THE MOVEMENT OF FRESH AIR TO ALL HABITABI-E ROOMS. VENTILATION SYSTEM MUST BE PERFORMANCE TESTE:;o JUST PRIOR TO THE FINAL INSPECTION BY THE INSTALLER OR A QLF'D THIRD PARTY. THE INLET DUCT SHALL BE LABELED WITH THE ACTUAL CFMS M5R'D 4 A LETTER OF COMPLIANCE. SHALL BE AVAILABLE ON SITE FOR THE INSPECTOR BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. _ VNTLTN /INDOOR AIR OLTY RaMNT5 wore. &00 PER TABLE 3 -2 - VENTILATION RATES FOR ALL GROUP R ; OCCUPANCIES FOUR STORIES AND LESS Minima, and Maximum Ventilation Ratem Cdoic Feet Per Minute (CFM) FL r�irY AREA ft2 I 4 } In. Max. Min. Max. Min. Max. Min. Max. MNt Max. <'yQ� so 15 S 9 68 80 120 13 4 II 1165 r it 55 83 10 105 85 128 if00 15+0 13 15 113 . 1001 -800 60 w 15 113 w 135 105 158 120 180 1501 -2000 65 w 80 120 9b 143 110 16'5 125 188 2001 -2010 10 105 85 128 100 15,0 115 113 1301 196 } 15 113 W 135 105 ISO A � SOURCE SPECIFIC VENTILATION REQUIREEMENTS BATHROOM$, LAUNDRY ROOMS AND POUVER ROCf i FAI TO BE 50 CFM KITCHEN EXHAUST FANS TO BE 100 CPM. - EXHAUST FANS SHALL BE FLOW RATED AT 25 WCx STATIC PRE38URE EXHAUST DUCTS SHALL: -BE INSULATED TO R-4 IN LNCOND IT ZONED SPACE -BE EQUIPPED UATH A 15ACKDRAFT DAMPER - TERMINATE OUTSIDE THE BUILDIN& - COMPLY WITH BELOW MINIMUM SMOOTH MINIMUI1 FLEX. MAXIMUM MAXIMUM NO- FAN CPM DUCT DIAMETER DUCT DIAMETER LENGTH OF ELBOWS 50 -80 b" 1" 20' 3 80 -125 1 . 811 20' 3 1 -1 8" 10 20' 3 110 -240 'S" II" 20' 3 I. FOR LENGTHS OVER 20 FEET INCREASE DUCT DIAMETER I INCH 2. FOR ELBOWS NUMBERING MORE THAN 3 INCREASE DUCT DIAMETER I INCH WHOLE ;•MOUSE VENTILATION REQUIREMENTS: A i DIAMETER FRE°!H AIR INLET FOR 31"IOOTH LeUCT AND 8" DIAMETER FOR FLEX. DUCT SHALL BE DUCTED FROM THE EXT TO T14E FRESH AIR RETLNlN PLE THE FRESH AIR DUCT SHALL BE PROTECTED FROM T04E ENTRY OF INSECT$, LEAVES, OR OTHER PEONS AND LOCATED SO AS NOT TO TAKE AIR FROMs - HAZARDOUS OR UNSANITARY LOCATIONS, -WHERE IT WILL PICK UP OIWECTIONAISLE ODOIt, FUMES OR FLMMBL. VPRS. -A IEOOM OR SPACE HAVING FUEL BUR11NGt APPLIANCES THERIN. - ATTIC, CRAtu. SPACE, OR GARAGE. ' - CLOSER THAN 10' FROM AN APPLNC OR PLM®G VENT OUTLET, LINLE66 THE DUCT VENT OUTLET IS AT LEAST 3' ABOVE THE FRESH AIR INLET. -DUCT SHALL BE INSLT'D TO R -4 WHEN PASSING THROUGH A CONO'D SPACE. INLET DUCT SHALL BE EQUIPPED WITH A MOTORIZED DMPR TWAT WILL OPEN WHEN THE VNTLT'N FAN RELAY IS ACTIVATED, AND REMAIN CLOSED AT ALL OTHER TIMES. IN ADOTH TO THE MOTORIZED DMPR, A MANUAL DMPR SET TO 30-.5 AIR CHANGES PER HOUR IS ALSO REQUIRED. A W14OLE HOUSE EXHAUST FAN SHALL BE LCT'D M THE CEILING. SIZE PER THE TABLE BELOU THE AIR INTAKE DUCT DMPR SHALL BE SET WAN THIS RNG EXHAUST FANS MUST BE FLCW RATED AT 25 W.G. AND MAX- IS SOME RATING. READILY ACC6515L.E 24 HR CLICK TMR OR DEHLMIDISTAT 4 RELAY SHALL BE MSTLL'D AND WIRED TO REGULATE THE FURN FAN, RELAY AND WHOLE HOUSE EXHAUST FAN, INTERIOR DOORS SHALL BE INSTLL'D 60 AS NOT TO I MPEDE THE MOVEMENT OF FRESH AIR TO ALL HABITABI-E ROOMS. VENTILATION SYSTEM MUST BE PERFORMANCE TESTE:;o JUST PRIOR TO THE FINAL INSPECTION BY THE INSTALLER OR A QLF'D THIRD PARTY. THE INLET DUCT SHALL BE LABELED WITH THE ACTUAL CFMS M5R'D 4 A LETTER OF COMPLIANCE. SHALL BE AVAILABLE ON SITE FOR THE INSPECTOR BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. _ VNTLTN /INDOOR AIR OLTY RaMNT5 wore. &00 PER TABLE 3 -2 - VENTILATION RATES FOR ALL GROUP R ; OCCUPANCIES FOUR STORIES AND LESS Minima, and Maximum Ventilation Ratem Cdoic Feet Per Minute (CFM) FL BEMWRIS AREA ft2 I 4 In. Max. Min. Max. Min. Max. Min. Max. MNt Max. <'yQ� so 15 S 9 68 80 120 13 4 II 1165 501 -1000 55 83 10 105 85 128 if00 15+0 13 15 113 . 1001 -800 60 w 15 113 w 135 105 158 120 180 1501 -2000 65 w 80 120 9b 143 110 16'5 125 188 2001 -2010 10 105 85 128 100 15,0 115 113 1301 196 2501 -3000 15 113 W 135 105 ISO 120 1801 135 203 3001 -3500 80 120 95 143 110 165 125 188 140 210 3501 -4000 85 128 I00 150 115 113 130 196 96 1415 218 4001 -5 96 143 110 165 125 188 140 210 1" 233 VENT I L ATION TABL 3 -2 F TAINX32Z" In m : M u 00 1 T el N V C 0� Ij it 1 11 . V ol � N v, n ro U law o�oZCw h Got A n . o� b h s I e 1 PASSAGE W+2 "x82 1/2" RI - NEAT REGISTER 2-1/2" X 12-1/4 BIFOLD°S (SGL) WI 1/4" x81 3/4" PC HEAT REGISTER 4 -1/4" X 12 -1/4" 51FOLDS (0150 WI "x81 3/4" 116 - HEAT REGISTER 2 -1/2" X 10 -1/4" MIRROR B/F WI "x81 3/4" R4 - HEAT REGISTER 4 - 1/4" X 10 - 1/4" BIPA96 W(NET)c82 3/4" RS - HEAT REGISTER 4 -I/4" X I4 -1/4" MIRROR B/P WCNET)xN 3/4" HEAT REGISTERS TO BE PER PLAN. LOCATE POCKET WxZ +2"x&3 1/1" APPROX. AS SWOUN: 6" IN FROM EXTERIOR CUTOUTS: WALLS t 3" IN FROM i INTERIOR WALLS. DRYER 4 1/2"x4 1/2" - LOUDER FLOOR RANCsE 1 1/2 "x1 1/2" TI - TOWEL BAR is 4' -0" ABV. FINISH FLOOR OR 3 I/2 "x10 1/2" T2 • TOWEL BAR • 4' - 6" ABV. FINISH FLOOR RIFY W/ HOOD RGMT'S. T3 TO11EL RING * 4' - 6 " ASV. FINISW FLOOR IF CA Tlo 46 ST'P - SURFACE TOILET PAPER HOLDER Iro l0 RTP • RECESSED TOILET PAPER HOLDER curt •a,t.e a n/B = 644OLE14 3 AMR ' CJK) TC' 6 AE D RAIN RAC - 30 -I/2" x 14 -1/2" RETURN AIR • N/A 435 .I -1/2" BELOW CEILING OR RAF - 1-1/2" OFF SUB FLOOR MC - 14" X 24" RO (TYP.) MEDICINE CABINET R.O. 6CIiii4EDULE/FLAN LEGEND OWN011"m onm " "x 3P/ ' A TTIG At CE 38 P E R CHA 6 PERSCRIPTIVE R EQ UI REMENTS 2001 W°Z CLIMATE ZONE I - OPTION III GLAZING U- FACTOR: VERTICAL Us.40, OVERHEAD U ".58 DOOR U- FACTOR U. ZD 11' U ATION. CEILING: R -38, VAULTED CEILING. R -30 ABOVE GRADE WALLS: R -21, BELOW GRADE WALLS: R -21 FLOOR OVER VENTED CRAWL °.DACE: R -30 SLAB ON GRADE: R -10 ENER CODE 001`'IFL LANCE odn"Do PERCENT GLAZING CALCULATIONS: 335.58 (50. F1. GLAZiNG) ,29®9X 4&10 46Q. F". FL St AREA) t1EA,T1-H:R•jTkIP 4 IN;3ULATE O <V I NC Ln 7VER 'O EQUAL OE LING rN$ULATION. PRO AC E ,FOOD 5aLIARE FOOTAGE N 3URRCUNC TO Pt e'v ENT LOOSE �z o "J._L- TIOI4 Sf'ILI .A- S TO N LIVII#G SPACE LOUDER FLOOR (0130 SQ. FT. --� o1R>E"c • %4.NT F IF :P ►.AC E 2 INST.� -_ r- -. = m - 4 MAIN FLOOR UPPER FLOOR ciao N/A 5Q. FT. 5Q FT IF CA Tlo 46 TOTAL Iro l0 5^Z FT. curt •a,t.e a n/B = 644OLE14 3 AMR ' CJK) TC' 6 AE D RAIN UNFINISHED GARAGE N/A 435 $0, FT, SQ. F T. NJ �„ 1 TEF1 RE '� OF rL*i vCT ?2 ft ff Ft%rr cL w . L1- ff . .. .-(�. �., Ji _. ... .�... ..r tdi...r . - •�.: �......+.v.� �gir�i.�wj�r�r r �... ti .• . ...>tii.;14 � �..- rf •'I�Y.r .s• -",�' ����: .. ..�: �'•' � 1.�� . :. .e �'' .. �' ~.�•�.., �« ��NM v► /��+ '••� V � w (j) z O 4 ` O <V I NC Ln aS 0�0 H � Q N �z o N D U UPPER N1,OOR PLAN Project no.: 052504 Dean b7: JVIS as Issued: os /28iO4 Laoest Revisioo: 10/18/04 SHEET NO: 1 - -SHALL CARRY MANUFACTURERS STAMP -SHALL BE INSTALLED 4 BRACED TO MANUFACTU - SPECIF+CATIONB - WILL NOT BE FIELD ALTERED WITHOUT PRIOR E ALLLi►4G DEPARTMENT APPMOVAL OF ENG!NEERING CALCULATIONS -$HALL HAVE DESIGN DETAIL$ t DRAWINGS ON 'WITS FOR FRAM INSPECTION T RU , 55 NCTE5 I 5. UFFER FLCO� $ LCUJER ROOF Fear�:N5 PL4N SCALE I/A4' . I' - D' Q ' t OC � � Q a� Z a✓ C 1 } Cl V 0 0 1� o dA* No vi ,^ PC v v Vol U �N 0 C 0 �w A U V tool om �u � ^ N y .. a .t WANDRAIL 4 SUPF OR7ING / "X4 STRUCTURE TO BE CUNT. HANDRA 34' TO CAPABLE OF WITH- - 3t ' ABOVE N051%4. STANDING AT LE Ti-+E HAND GRIP PORTION 200 POLNDS IED OF kANDRAiL 34-+ALL BE IN ANY 01 NC- T LESS TWA,N 1 1/4" NOR AT ANY ON M ORE THAN ?'' IN CROSS THE SECTIONAL CiMENSION G k,AvE A SPACE OF 1 I,?' BETWEEN THE RAIL 4 .BALL, F F TuW HANG RA I L TO IK 1 I/8 1/40 NEJEL POST OR WALL OPENINGS BETtLEEN TREAL S - RAILS TO BE LESS THAN 4' TREAD 10 MIN. �--- z -- l S IMPSON NU / HANGER.? • Of -- :Xd NAfLER E �♦ �� 8" TYPE 'X' G.wB ON 40FFITS, C C �,V !� D u�,L..S BENEAtr4 STAIR (1 ?:'12 STF +R ACK5 . U6•. ✓ N ETC -SEC OR 1�5 2X F IRE t • • TOP AND SO PERMIT C E R ✓ T O OF ZLN _ • FISLIei xI, NG REG�UtQED ALCWx 3TF ' +CsE R O: =TWEEN EA 3Ti.AD RECF�r T -' ?X4 ♦ RUST BLOCK OF TUKiMAIw STAIR SEl DE,AJ., 0 22 20 N.T.S. MR � i V/%4 VAN WTER ' t OC � � Q a� Z a✓ C 1 } V WANDRAIL 4 SUPF OR7ING / "X4 STRUCTURE TO BE CUNT. HANDRA 34' TO CAPABLE OF WITH- - 3t ' ABOVE N051%4. STANDING AT LE Ti-+E HAND GRIP PORTION 200 POLNDS IED OF kANDRAiL 34-+ALL BE IN ANY 01 NC- T LESS TWA,N 1 1/4" NOR AT ANY ON M ORE THAN ?'' IN CROSS THE SECTIONAL CiMENSION G k,AvE A SPACE OF 1 I,?' BETWEEN THE RAIL 4 .BALL, F F TuW HANG RA I L TO IK 1 I/8 1/40 NEJEL POST OR WALL OPENINGS BETtLEEN TREAL S - RAILS TO BE LESS THAN 4' TREAD 10 MIN. �--- z -- l S IMPSON NU / HANGER.? • Of -- :Xd NAfLER E �♦ �� 8" TYPE 'X' G.wB ON 40FFITS, C C �,V !� D u�,L..S BENEAtr4 STAIR (1 ?:'12 STF +R ACK5 . U6•. ✓ N ETC -SEC OR 1�5 2X F IRE t • • TOP AND SO PERMIT C E R ✓ T O OF ZLN _ • FISLIei xI, NG REG�UtQED ALCWx 3TF ' +CsE R O: =TWEEN EA 3Ti.AD RECF�r T -' ?X4 ♦ RUST BLOCK OF TUKiMAIw STAIR SEl DE,AJ., 0 22 20 N.T.S. MR � i V/%4 VAN WTER '. .. .. , �.. $ ... .w.- ..a..r Yr.w ... +�..►+. �.' . -.i.:� 3i« ...... -. : •�i ►iw.. w�R, . ...sL.".�MN..n.+ ". _W� M- ..�7L.ar ..i►....�M� _ .J '. _ aow,.,.., j ...mss . � i..,,s � A,1'W�.�, ; .. ,. . -• .. . . +w. ». . x •xJ•:. . - Y u � �c OC � � Q a� Z a✓ C V NNW 0 vmoq I UPPER FI.(X)R & LOWER ROOF FRAMING PLNN Ptujm no.: 052504 Drawn by: j s Date Issued: 05/28/04 Latest Revision: to/lb,/04 SI I EET N O: A4 '. .. .. , �.. $ ... .w.- ..a..r Yr.w ... +�..►+. �.' . -.i.:� 3i« ...... -. : •�i ►iw.. w�R, . ...sL.".�MN..n.+ ". _W� M- ..�7L.ar ..i►....�M� _ .J '. _ aow,.,.., j ...mss . � i..,,s � A,1'W�.�, ; .. ,. . -• .. . . +w. ». . x •xJ•:. . - t IN 4 51 MAIL TOP PLATE SPLICE Wl (21) Ibd NAILS FOR MIDDLE HALF OF DIAPHRA&I (TYP 4 SIDE) I t' i I i 1 I 1 %I j e -6 e, 0 J ROOF FR,41`'i I NG FLAN SCALE: 1/4' • I' . 0` m w n v 0 6 --)WALL CARRY "1A OACTU 'SRS VAMP -SHALL dE iNSTALi.ED d BRACED TO MANUFACTURERS 6PECIFiCATi::)vS -WILL NOT BE FIELD AL''ERED WITHOUT PRIG* DEPARTMENT APPROVAL OF ENGINEERING CALCULATIONS -$HALL HAVE DESIGN DETAILS t DRAWINGS ON �c ITE FOR FRAM 14 NSPECTION TRU56 NOTES NOTE: - P ROVIDE VENT 5LOCKING EVER BAY 2a8 I 0 �N w L ^, 4z V � 000 � r Q O �O � N z �, 0 U «TM AN R t OCT 2 ma !jL tu OL •ter r� Y ' R 1 ti �S . ; _ ; ; _ projw no.: 052" 4x8 I X12 05/28; "m LAtat Rcv6kxr 10/18104 • SHEET NO: A 5 I • _- - - - _ran- J- .. __ L , J i ti: RIDGE ORE-EIS 31NEEF D SCI T SSE I , I t ,Y. I — xe DF0, 4xa OF S2 .4x Dm 4x8 F62 A2 D 1 f 4 51 MAIL TOP PLATE SPLICE Wl (21) Ibd NAILS FOR MIDDLE HALF OF DIAPHRA&I (TYP 4 SIDE) I t' i I i 1 I 1 %I j e -6 e, 0 J ROOF FR,41`'i I NG FLAN SCALE: 1/4' • I' . 0` m w n v 0 6 --)WALL CARRY "1A OACTU 'SRS VAMP -SHALL dE iNSTALi.ED d BRACED TO MANUFACTURERS 6PECIFiCATi::)vS -WILL NOT BE FIELD AL''ERED WITHOUT PRIG* DEPARTMENT APPROVAL OF ENGINEERING CALCULATIONS -$HALL HAVE DESIGN DETAILS t DRAWINGS ON �c ITE FOR FRAM 14 NSPECTION TRU56 NOTES NOTE: - P ROVIDE VENT 5LOCKING EVER BAY 2a8 . ., _ a, .._._ r. �, �.•+. r.�..••�.........�.....- .. -.a. n.._. -:.- �...ww� . .- ;.. ire :,ir.A:- +�i.r�i�i�S "!�►.i.�" fr�.�J e�. �t ,� ,� ti , ,,,,�.� ,..��.. •• .. �+ { ... �., �' .a f .� �1r. •,. �: rr �.•a. ti. 1.yy.�p,Mw.Yw «... • i.A. 1 A..... ., , - • w • TOTAL VENT. REQ'D, 11666 •3 -Q SF NET FREE 300 00% BY VENT. ABOVE EAVE 3.9 x .5 •1.96 SF. • TOTAL VENTILATION PROVIDED: AF -50 ROOF JACK YEIL06 50 It? NET FREE OR 35 SF • OF JACKS REQ'D. I.9S VENTS OR l 6 > v/E 35 SAVE VENTLTN (STANDARD) 120 1-K FEET x 33 142 /LF .396 IN ?. 2.15 OF EAVE VENTLTN (NWCO E322) I_IK FEET x 23 IN /LF . IN • SF GABLE END VENT. PROVIDED (P APPLICABLE) (0) x « IN2 - OF GABLE END VENT. PROVIDED (IF APPLICABLE) l0, x « f IN • 6F RO GABLE END VENT. PROVIDED (F APPLICABLE ) (0) x « IN 2 • 6F TOTAL ■ 0 -$F GABLE END VENT. 15'x. EFFICIENT 0 - SF x.15. 0 SF ; ROOF JACKS. (6) x 50 IN . 2.1 SF I SAVE VENTS • 2.15 SF : GABL END VENT$ mV SF 4,85 OF PROVIDED > 3.9 SF REQUIRED ROOF VENT IL AT ION CAL CULAT ION whe�� 0 oj � ' $Vol I V V ol r v �N U� c o 0 U r V N � V V1 u v a 00 w w C o� o� a I 0 �N w L ^, 4z V � 000 � r Q O �O � N z �, 0 U «TM AN R t OCT 2 ma !jL tu OL . ., _ a, .._._ r. �, �.•+. r.�..••�.........�.....- .. -.a. n.._. -:.- �...ww� . .- ;.. ire :,ir.A:- +�i.r�i�i�S "!�►.i.�" fr�.�J e�. �t ,� ,� ti , ,,,,�.� ,..��.. •• .. �+ { ... �., �' .a f .� �1r. •,. �: rr �.•a. ti. 1.yy.�p,Mw.Yw «... • i.A. 1 A..... ., , - • w • TOTAL VENT. REQ'D, 11666 •3 -Q SF NET FREE 300 00% BY VENT. ABOVE EAVE 3.9 x .5 •1.96 SF. • TOTAL VENTILATION PROVIDED: AF -50 ROOF JACK YEIL06 50 It? NET FREE OR 35 SF • OF JACKS REQ'D. I.9S VENTS OR l 6 > v/E 35 SAVE VENTLTN (STANDARD) 120 1-K FEET x 33 142 /LF .396 IN ?. 2.15 OF EAVE VENTLTN (NWCO E322) I_IK FEET x 23 IN /LF . IN • SF GABLE END VENT. PROVIDED (P APPLICABLE) (0) x « IN2 - OF GABLE END VENT. PROVIDED (IF APPLICABLE) l0, x « f IN • 6F RO GABLE END VENT. PROVIDED (F APPLICABLE ) (0) x « IN 2 • 6F TOTAL ■ 0 -$F GABLE END VENT. 15'x. EFFICIENT 0 - SF x.15. 0 SF ; ROOF JACKS. (6) x 50 IN . 2.1 SF I SAVE VENTS • 2.15 SF : GABL END VENT$ mV SF 4,85 OF PROVIDED > 3.9 SF REQUIRED ROOF VENT IL AT ION CAL CULAT ION whe�� 0 oj � ' $Vol I V V ol r v �N U� c o 0 U r V N � V V1 u v a 00 w w C o� o� a I 0 �N L ^, 4z V � 000 � r Q �O � N z �, 0 O t •ter r� Y ' R 1 ti �S I 0 �N L ^, 4z V � 000 � r Q �O � N z �, 0 O t •ter ROOD FRAMING PLA projw no.: 052" Dstr issued: 05/28; "m LAtat Rcv6kxr 10/18104 • SHEET NO: A 5 0 m L, COMP. ROOFING R PLATE CONT. METAL GUTTER OVER 514x8 FASCIA CEDAR SHINGLES ----- 4 -- - - - 1x3 /1x4 CORNER TRIM FLAT 2x3 TRIM OVER 2x6 'RIM --- -- 12 EDO UPPER FLOOR MAIN PLATE CONT. METAL GUTTER OVER 5 /4x8 FASCIA UPPER PLATE - - _ _....r..___.... CEDAR SHINGLES — 1x3 11x4 CORNER TRIM 1 FLAT 2x3 TRIM W OVER 2xb TRIM — 12 -- - - - -- UPPER FLOOR -.. — - — M AIN Pi-ATE , MEN ��� r r -.. a.r.. • rr �r .r. .r.�r... -r.++rr,+__. —r -r+- . +rwnr.....r,.r..�r -.r L I �.� .. - HORIZ. LAP SIDING ►.w w. —+.•. _...rr.r. . _. r ►._....— �_.....�rr..— ..r_....._ .r « ....�. , . ..._• _.......�. —r... r..►rr..► .. vim. .._ _... - .�..�.V.•_�►..n�__.. j � ....... ....r..�.. ._ —.___ _ •.►.rte— •w...— ..�r....ns. r.� -•u .._Fr.. _1..•A_. �'.�.. t«.. +.......... r.w_.. +r. W4...+r� r_.._M..�.� - .n►_.�M'. mow.. .... «. .M. ._y, 1..+�.. ►._._.._1..•►.. • wr.I .r+.w�... • 4Q _.......___..__..�.__...... _ ._... _..._.._..._..._...._... - _._..._...._..._..r,._- -- ' - .._._._.. _._... MAIN FLOOR -- �. S i L EFT E LEVATION 6C4 E- 1/4" 1' - m" COMP. ROOFING iC0 1 IA f"'60 Z. LAP R 'G" I E" `�',� 01 1 6CAL E - 011" . I' - D" 04 1 v 0 Vol U C m 0 Q! CA v Q V; LA M r �N C G �; (f� N r � J � u Ix2 TRIM OVER v C 12 - 2xl0 BAWjE 50. N tn a _ LrA, fk �r f -r- U N TT ®® UPPER PLATE N •'" i .� N N b . - N a� �1. CEDAR SHINGLES ~ u u �. 2x6 WINDOW TRIM I - Ix3/tx4 CORNIER TRIM FLAT 2x3 TRIM iA w _ OVER 2x6 TRIM H C w HOF4Z. LAP SIDING + FLAT 2x3 TRJM ^ �1. GOVT. METAL GUTTER OVER OVER 2xb TRIM UPPER F►.00R 5/4x8 FASCIA - MAIN PLATE s 4' W MAIN FLOOR 4 t- i<ON T E L E \/,4T 101 1 'SCALE: 1/4" • 1' • O" ' 1x2 TRIM OVER 2xItV BARGE BD. — - — — UPPER PLATE _ -- 'x3 /lx4 CORNER TRIM E �� -,�-'� -- 40kIZ. LAP SIDING t�F'PER FLOOR MAIN PLATE -- -- MAIN FLOOR -mom .00m..Eftmmum FREAR ELEVATI SCALE: V4 _ F— • �:rW • 1 -_ _.. .i. l11 V Ln 4; V � H 00 � < O 4-4 4� NO z rs, C c U orry AU6 CRY OF OCTjy� A� � ftMrr qQY� lR- lL— ' V C> c"I • �:rW • 1 -_ _.. .i. , �y R � i ! 4 � ' �w� . ... ''r7 :'s 1rt�iR.M .R.�1�';��`�P.M .�� V Ln 4; V � H 00 � < 4-4 4� NO z rs, C c C v u v EL VATIONS Projm m: 052" Dr.wn bp: j%x - s 13aa Issued 95 /28/04 Lawst Revision: 10/18/04 SlihET tics: J 0 .. ,. _.w.�.r.,- �,,,,,........ �.+.,.,...- _.jrr.w_.r »_.._, w..,.,_ . .�a ...ri-iw..y.. • �:rW • 1 -_ _.. .i. , �y R � i ! 4 � ' �w� . ... ''r7 :'s 1rt�iR.M .R.�1�';��`�P.M .�� % 1 f O im A lot" "4! ^ 4 I 4 4 m I I * 0 N U � N ROOF CONSTPWT I ON O i U GOMl�. I®OOF I NG � /� }�■� � � � X G 3v 15LOG. PAPER 1 ✓� r +� I/2" PLYWO. SNT'G 12 SCISSOR TRUSSES • 24" O.G. b� R -38 INSULATION (R -30 • VAULT) 4 MIL. U.Y. POLY. N 1 5 /8" GA BD. 12 UPPER PLATE v M ASTER OM V} � ��� I"'i ER BEDRO (� U l UPPER FLOOR e N v FINISH FLOOR j 1/? "ULVINYL . PLY • VINYL 3/4 I T 4G PLYW O. SUB -FLR Z C W (GLUE 4 NAIL) 11 1/8" TJI FLOOR JOISTS 1/2" G IUJS. UPPER FLOOR MAIN PLATE BE DROOM 4 EXTERJOR WALL MAIN FLOOR z R -21 BATT INSUL. FINISH FLOOR 4 MIL UV RES. POLY 1/2 U.L. PLY • VINYL BE DROOM 3 2x6 STUDS • Ib O .C. � 5/8" U.L. PLY • VINYL 1 /11& 0 OSB 44 TO WROUD. r BLDG. PAPER 3/4" T6G PLYW'D. SUB -FLR SIDING PER ELEVATION (GLUE 4 NAIL) 2X10 FLOOR J015T8 R -30 BATT INSUL. MAIN FLOOR C AC i . b MIL. BLACK POLY. LAPPED 12" SEAMS AND UP FM WALL 12" SECTION 'A' SCALE: 1/4" . 1' - 0" , 40 r ,4dOp �r 1 t ^ 0� Y � i ' �h G N Ln N .1 C � V � pG N r , 3 O � i r 'e � 1 t ^ 0� Y � i ' REVIEWED FOR CODE COMPLIANCE A PPRO, VIF O l NOV — 8 2004 ... City Of Tukwila BUILDING DIVISION w z O U J cRV d OCT 2 ft t Pftwrr C&irlR (Y- �h G N Ln N v z O C � V � pG N r , 3 REVIEWED FOR CODE COMPLIANCE A PPRO, VIF O l NOV — 8 2004 ... City Of Tukwila BUILDING DIVISION w z O U J cRV d OCT 2 ft t Pftwrr C&irlR (Y- .. .. s. .. �.. �....,.- a...Awi...�......i+...- mow►:... _.... .�..�.. .. ..,�..w "... v..«- .aC. i.'.�.Ai6rIK;y,� •�r��fi+i : i; �.i "AIL'a '�. Y .� " ....�.. '+G. � .�►�_ .a,,,,. ...iF ' r�N•.�.i►.w�.•s ..� ' e,... ......., .e•w♦ = � + z: , , r 44 �h G N Ln N v z O C � V � pG N O � Fr.FVAT10tiS & SECT'ION Projec no.: oszsw lea Issued: 05/28/04 L.wwc Rcv+rom 10/18iO4 SHEET NU: .. .. s. .. �.. �....,.- a...Awi...�......i+...- mow►:... _.... .�..�.. .. ..,�..w "... v..«- .aC. i.'.�.Ai6rIK;y,� •�r��fi+i : i; �.i "AIL'a '�. Y .� " ....�.. '+G. � .�►�_ .a,,,,. ...iF ' r�N•.�.i►.w�.•s ..� ' e,... ......., .e•w♦ = � + z: , , r 44 STRUCTURAL NOTES: P_1SIGN CWT19R1A• I , BUILDING CODE' 18 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. LATERAL WIND LOADS: 85 MPH EXPOSURE " B 5. SEISMIC SITE CLASS D, E =POE + .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 SPIN RA L 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 SPECIFIICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR CETAILS 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. FRAMIrIG LIRA: 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 MINIhAi IM OF 3/8" EDGE DISTANCE ON ALL NAILS AND 1/8" EXPANSION JOINTS BETWEEN ALL PANEL LDGES. MINIMUM SHEATHING REQUIREMENTS ARE AS FOLLOWS: ROOF SHEATHING TO BE 15/32" 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&G 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 FOR APPROVED IN WRITTING BY THE STRUCTURAL ENGINEER. 5. PROVIDE 2x2 WASHERS UNDER HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS IBEARING ON WOOD. BOLT HOLES SHALL BE NOMINAL DIAMTER OF BOLT PLUS 1/16" UNLESS OTHERWISE NOTED. LAG BOLT PILOT HOLES SHALL BE PRE - DRILLED TO 60% OF THE NOMINAL DIAMETER OF THE LAG BOLT UNLESS OTHERWISE NOTED. ALL SILK. PLATES SHALL BE BOLTED TO THE FOUNDATION WITH 5/8" MINIMUM 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 -1 " 10d = 13 GAGE x 1 -1 2" IDIAPHRAGMS: 6d = 15 GAGE x 1 -112" SHEA RWALL SCHEDULE N kIM yiUO WHERE RE Q L, FOR FLUSH . HOLDO%N SCHED LJLE ODEL ANCHOR T TH U OLT R NAILS ILL PLATE B3TTOM PLA STHD8 ► 24 IOd 8 F D. STHD8RJ STRAP 3/8 CDX J" 1 1 2" 5 8 dia. 0 48 o.c 16d O 8 o.c. 28 16d ONE FACE d d O 12 w 2x BTM. P LAI E w/ 2x BTM. PLATE 10 3/8" CDX STHD14 "o.c. 5/8 "dio. O 4E" o.c 16d O 6" O.C. 1 1Z ONE FACE d O 12 w/ 2x BTM. P w/ 2x i3TM PLATE HD2A 15/32" CDX "o.c. "o.c 5/8 "dia. O 34 " o.c 20d O 3" c.c. 3Z 4 - DIA ONE FACE 10d O 4 Od O 12 w/ 3x BTM. P w/ 3x 9TM. PLATE 3 7 8" DIA 15/32" CDX "o•c HD10A 5/8 "dio• O 2a" o.c (2 ) 20d O 3" o.c. 16 ONE FACE IOd O 3 Od O 112 w/ 3x BTM. PL w/ 3x BTM. PLATE ® 15/32 CDX "o.c. "o.c 5/8 dia. O 2 " c,.c (2 20d O 3" o.c. PHD5 -SDS3 ONE FACE 10d O 2 Od O 12 w/ 3x 87M. F /1T w 3x BTM. PLATE ® 15/32 CDX 10d O 4 O.C. Od O 12 "o.c 5/8 "dio. O ? 6; cl.c 5/8 "dia. O 16 o c SDS1 4x EACH FACE CH FACE CH FACE w 3x BTM. F LAI w 3x BTM. PLATE CENTER on RIM JOIST 15/32" CDX 1Od O 3 "o.c. Od O 12 ox 5/8 "dio. O 1: " O.C. 5/8 "dia O 16" o.c EACH FACE CH FACE CH FACE w 3x BTM. F :,AT c w/ 3x BTM. PLATE T- 4 -6 5/8" GWB (8) 1 " niA 1 5/8 "dia. O 46" o.c 16d O 16" O.C. ii ONE FACE O 7 "o.c. O 6" o.c. w 3x BTM. FLA1 w 2x BTM. PLATE .r . Ir - - IT - -- -fi -- .._ � � T I -. -- " I T Ti r TI -n I II II II II II II II I II II 11 II II II II I II II II II II II II I II II 11 II 11 03 II II I I II II II II II II II F== R = =IF == q II II II II I II II II II II II II I I II II II _ II _ II II II I II II IF_ rF 91 Ir 1t ==1 r I II II II II II II II �� I II II II II II II II SHEARW NOTES: I II II t E 1. ALL STUDS AND BLOCKING SHALL BE HF #2 ALL TOP AND BOTTOM I II II II II I PLATES SHALL BE HF #2. ALL SHEATHING EDGES SHALL BI BACKED ,11 WITH 2x OR WIDER FRAMING UNLESS OTHERWISE NOTED (;EE NOTE#2 --- SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR 'DER rl•:;ALLY. i ; �I 2. WHERE SHEATHING NAILING IS A ® OR GREATER, FOUNDATION SILL PLATES M RIM JOIST ONLY FINI: it PROVIDE 4x SOLID SILL PLATE PER BLOCKING BELOW SHE.•►?WA_L SCHEDULE HOLDOWN POST (2x WIN.) j ANCHOR BOLT PER SCH C DOLE THRI: 80LTS PER SCHEDULE HOLI)OWN POST PER PLAN (2 -4­x MIN) SEE NOtE #3 ( D Hg=0LD0VVN AT FLOOR HOI, LOWN POST PEI? PLAN TRIM STUD WHERE (2- 2x MIN.) SEE NOTE #3 FOR FLUSH AND ALL FRAMING MEMBERS RELIEVING EDGE NIALING FRC M :�6UTTING PANELS r -�-{G� G « MFD BY ZONE FOUR - USE 1 /4x3x3 FINISH FINISH PRE SURE TREATEC SILL PLATE ' SHALL NOT BE LESS THAN A SINGLE 3 -INCH NOMINAL MI MBER AND SILL PLATES M E H PLATE AT BOTTOM OF ANCHOR BOLT PEF SHEARWALL SCHECULE NOT BE LESS THAN A SINGLE 3 - INCE NOMINAL MEMBER. r r j 1 (2- 2x MIN.) TWO 2X BOTTOM PLATES MAY BE SUBSTITUTED FOR A SINGLE 3X BOTTOM tjOLD0Wbj NOTL51 Z PLATE WHEN APPLICABLE. 1. ALL THREAD BOLTS SHALL CONFORM TO ASTM A307, o 3. NAILING CRITERIA IS BASED ON UBC TABLE 23- II -1 -1 FOR (D PLYWOOD AND HF#2 - 2. MIN. CONCRETE COMPRESSIVE STRENGTH fc =2,500psi. O w + , AN( NOR BOLT FRAMING. WIRE STAPLES MAY BE SUBSTITUTED AS OUTLINED IN THE STRUCTURAL O DOUBLE TOP PLATE w/ EDGE NAILING (STAGGER) (F) TOP PLATE SPLI :E AND NAILING PER PLANS. W PEF SCHEDULE NOTES. OTHER SUBSTITUTIONS MUST BE VERIFIED IN WRITING BY THE STRL. ENGINEER. SEE SHEARWALL SCHEDULE FOR LUMBER GRADE). LAP 4'- 0'r.41N1M(JM. CENTER SPLICE ON STUD. 3. HD14A, HD20A & HD15 REQUIRE A 6x MIN. POST SIZE, U.N.O. 4. HOLDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT 1HE ENDS OF MANY @EDGE NAILING AT ALL PANEL EDGES. BACK wI © HOLDOWN 'EP SCHEDULE AND PLAN 4. MINIMUM EDGE DISTANCE SHOWN IS FOR FORMED CONCRETE ' SHEARWALLS. SIZES AND LOCATIONS OF THESE CONNECTOPS ARE INDICATED ON 2x BLOCKING OR BACKING EXPOSED TO SOIL OR WEATHER. FOR CONCRETE CAST AGAINST THE PLANS. REFER TO THE APPROPRIATE CONNECTOR LEN -3) C HOLDOWN POST � ( LS FOR ADDIONAL EDGE NAILING TO HO FULL HEIGHT) COORDINAT,_ ALL STUD AND PLATE SIZES SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. 1 INFORMATION REGARDING ANCHOR BOLTS. EMBEDMENT LEN NTH, ETC. w / SHEAR►IALL SCHEDULE REQUIREMENTS 5 ANCHOR BOLTS MUST BE EMBEDED INTO CONCRETE OR GROUTED CMU A MINIMUM QSTUDS O 16" O.C. y 5. NAILS TO HOLDOWN POSTS SHALL BE 10d COMMON (16d SINKERS HOLDOWN AT SLAB EDGE NAILING TO POSTS. TRIM STUDS $ OF 7 ", AND SHALL BE PLACED TO PROVIDED A MIMIMUM OF 2" GROUTED CLEAR @ P,T. SILL PLATE w/ EDGE NAILING dt ANCHOR AND KING STUDS MAY BE USED WITH PRIOR WRITTEN APPORVAL BY THE STRUCTURAL 1GAI1* F�[ OF FORMED CONCRETE (PROVIDED 3" CLEAR FOR CONCRETE CAST BOLTS PER SHEARWALL SCHEDULE (PROVIDE ENGINEER). , A MINIMUM OF " 7 MIN.) " o.c., EMBE% 8"dia. D ANCHOR BOLTS O ' t , 6. ALL MAC,-IINE BOLTS (M.B.) SHALL BE ASTM A307 OR BETTER (NOTE: HILTI 48 - KWIK BOLTS OF THESE SAME DIAMETER AS SHOWN ABOVE, MAY BE USED IN EXISTING CONCRETE. BOLTS SWILL BE EMB EDED A MINIMUM OF 5" INTO STND* EXISTING CONRETE.) S HEARWALL ELEVATION HOLDOWN DETAILS � � T ' 7. AN ACCEPTABLE ALTERNATE FOR APA RATED 15/32 CDX SHEATHING N • T ' a ' 2 1R" W 1'♦" I IS THE 15/32 ORIENTED STRAND BOARD (OSB). _ 8. USE 2 "X2 "X3/16 WASHER OVER ALL ANCHOR BOLTS. 2x BLOCKING SHEATHING do NAILING STRAP IN LIEU OF • '�'��� p PER SCHEDULE /PLAN / HOLDOWN WHERE cr. • �_ OCCURS (BEND \ a PREMANUFACATURED i I EXCESS AROUND BEAM) ROOF TRUSSES PER POST do o t ROOF TRUSS PLAN HOLDOWN k PER PLAN I PER PLAN HEADER PER PLAN Z DIAPH. EDGE NAILING (S) 16d •� ti \ \ // T EA END .� CLEAR -PAN 4 17 MAXIMUM VERT 2x BETWEE 16d O S "o.c. -u- - - - - c''. L 2x CONT. BLOCKING TOP /BOTTOM _ L _ KING STUD TO �2x TRIM AS REO'D. 30" min. ` w/ A35F 0 24" O.C. BLOCKING TYP. _ _ i M _ _ - a POST E ; .\ . TRUSS ---- BEARING PLATE L GT S i SIDE OF \ 1/4 x 4" x 4" EDGE NAILING ` LENGTH ROOF TO WALL •; � • ;; '�;::: =.• ONE #4 REBAR 2x BLOCKING BLOCKING CONNECTION SIMPSON MS148 EACH r IN SHEAR CONE PER SCHEDULE / PLAN END (BEND I XCESS r (12" MIN. REE3AR 1�1QTE : DOUBLE TOP f r AROUND H LENGTH) VENTILATION MAY BE REQUIRED PLATE 4 r 1 " MIN. AT BLOCKING VERIFY METHODS w! SHEARWALL NAILING � POST do HOLUVWN � ENGINEER PRIOR TO CONSTRUCTION. STUDS do SPACING do SHEATHING PER BELOW PER P LAN FROM CORNER PER PLAN SCHEDULE / PLAN RIM JOIST INTERIOR , SHEARWALL - STANDARD INSTAL. SIMPSON 'STHDI4RJ•' TRUSS/ SHEARWALL C PERP, TO ROOF TRUSS HOLDOWN ,ABOVE HEADER 3 N.T.% 4 N.TJ. 5 ?LT.& b N.TJ. • 2x•; P.T. HF #2 w/ DIAPHRAGM DIAPHRAGM DIAPHRAGM EDGE SHEARWALL 5� J" dia. A.B. O EDGE NAILING EDGE NAILING H2 BETWEEN T NAILING : PER PLAN 4 - U" o.c. (MAX.) 4 DIAPHRAGM 16d O 8" o.c. . BLOCKING SEE ARCHITECTURAL 16d's O 8" o.c. - BACKFILL w/ #4 0 24" o c. cj 2 16d ®8 O.C. DRAWINGS FOR � ( POROUS MATERIAL 9 SHEARWALL EDGE NAILING SHEARWALL FLOOR JOIST SCREENED VENT A35 ® 48" o.c. (TYPICAL) EDGE NAILING 16d O 8 o.c. EDGE NAILING PER 1 L SHEARWALL (3) 1 LAN PER P REQUIREMENTS JOIST TO PLATE I /- SL,-,B PER PLAN ' R BLOCK EDGE NAILING PER BLOCK REDUCE SPACING . (a PLC. TYP.) (a PLC. TYP.) T 12" o.c. FOR M " ' r As BREAK SHEATHING BREAK SHEATHING I& ® ` i • ` C. WALL PER ON BLOCKING OR ON BLOCKING OR SHEARWALL EDGE ` ' 1sI N HOC K V kT JOIST PER PLAN \ BLOCKING ( 3 BAYS) L 2x BLOCKING (2 BAPS) A35 O 48" o.c. O 48" o.c. w A35 TO O 48" ox. PLATE dt H2 BETWEEN BLOCKING H2.5 A JOIST PERPENDICULAR JOIST PARALLEL - EXTERIOR C JOIST PARALLEL -- INTE MOR FLOOR JOIST TO SHEARWALL CONNECTION 7 ]n" IN I %*" HOLDO%N SCHED LJLE ODEL ANCHOR T TH U OLT R NAILS M L)M N r,G r MIN. G I T ANCE STHD8 STRAP 24 IOd 8 1 1/ STHD8RJ STRAP 24 16d 8" 1 1 2" STH010 STRAP 28 16d 10" 1 1 2" STHD10RJ STRAP 28 16d 10 1 1/ STHD14 STRAP 38 16d 14 ' 1 1Z STHD14RJ STRAP 38 16d 14" 1 1/2* HD2A 5/8* DIA 2 5Z8" DIA 11" 1 3/ HD5A 3Z 4 - DIA 2 3Z 4 - DIA 11" 1 3/ HD8A 7/8 DIA 3 7 8" DIA 16" 1 3Z4" HD10A 7 8 DIA 4 7 8" DIA 16 1 3/4" HD 14A I s' DIA 4 1 " DIA 21 91 1 3/4" HD20A 1" DIA 4 1" DIA 21 " 1 3/4 PHD5 -SDS3 5/8 DIA 14 SDS 1 4x 11" 1 PHD6 -SDS3 7/8* DIA 18 SDS1 4x 14" 32 PHD8 -SDS3 7/ 8 0 DIA SDS1 4x 16" 4" MST37 STRAP _ (L4L (42) 16d in DBL. STUD CENTER on RIM JOIST 1/4" MST48 STRAP (46) 16d in DBL. STUD CENTER on RIM JOIST MST60 STRAP (56) 16d CENTER on RIM JOIST T- 4 -6 4" A4491 (8) 1 " niA 1 1/2 FINI: it PROVIDE 4x SOLID SILL PLATE PER BLOCKING BELOW SHE.•►?WA_L SCHEDULE HOLDOWN POST (2x WIN.) j ANCHOR BOLT PER SCH C DOLE THRI: 80LTS PER SCHEDULE HOLI)OWN POST PER PLAN (2 -4­x MIN) SEE NOtE #3 ( D Hg=0LD0VVN AT FLOOR HOI, LOWN POST PEI? PLAN TRIM STUD WHERE (2- 2x MIN.) SEE NOTE #3 FOR FLUSH AND ALL FRAMING MEMBERS RELIEVING EDGE NIALING FRC M :�6UTTING PANELS r -�-{G� G « MFD BY ZONE FOUR - USE 1 /4x3x3 FINISH FINISH PRE SURE TREATEC SILL PLATE ' SHALL NOT BE LESS THAN A SINGLE 3 -INCH NOMINAL MI MBER AND SILL PLATES M E H PLATE AT BOTTOM OF ANCHOR BOLT PEF SHEARWALL SCHECULE NOT BE LESS THAN A SINGLE 3 - INCE NOMINAL MEMBER. r r j 1 (2- 2x MIN.) TWO 2X BOTTOM PLATES MAY BE SUBSTITUTED FOR A SINGLE 3X BOTTOM tjOLD0Wbj NOTL51 Z PLATE WHEN APPLICABLE. 1. ALL THREAD BOLTS SHALL CONFORM TO ASTM A307, o 3. NAILING CRITERIA IS BASED ON UBC TABLE 23- II -1 -1 FOR (D PLYWOOD AND HF#2 - 2. MIN. CONCRETE COMPRESSIVE STRENGTH fc =2,500psi. O w + , AN( NOR BOLT FRAMING. WIRE STAPLES MAY BE SUBSTITUTED AS OUTLINED IN THE STRUCTURAL O DOUBLE TOP PLATE w/ EDGE NAILING (STAGGER) (F) TOP PLATE SPLI :E AND NAILING PER PLANS. W PEF SCHEDULE NOTES. OTHER SUBSTITUTIONS MUST BE VERIFIED IN WRITING BY THE STRL. ENGINEER. SEE SHEARWALL SCHEDULE FOR LUMBER GRADE). LAP 4'- 0'r.41N1M(JM. CENTER SPLICE ON STUD. 3. HD14A, HD20A & HD15 REQUIRE A 6x MIN. POST SIZE, U.N.O. 4. HOLDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT 1HE ENDS OF MANY @EDGE NAILING AT ALL PANEL EDGES. BACK wI © HOLDOWN 'EP SCHEDULE AND PLAN 4. MINIMUM EDGE DISTANCE SHOWN IS FOR FORMED CONCRETE ' SHEARWALLS. SIZES AND LOCATIONS OF THESE CONNECTOPS ARE INDICATED ON 2x BLOCKING OR BACKING EXPOSED TO SOIL OR WEATHER. FOR CONCRETE CAST AGAINST THE PLANS. REFER TO THE APPROPRIATE CONNECTOR LEN -3) C HOLDOWN POST � ( LS FOR ADDIONAL EDGE NAILING TO HO FULL HEIGHT) COORDINAT,_ ALL STUD AND PLATE SIZES SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. 1 INFORMATION REGARDING ANCHOR BOLTS. EMBEDMENT LEN NTH, ETC. w / SHEAR►IALL SCHEDULE REQUIREMENTS 5 ANCHOR BOLTS MUST BE EMBEDED INTO CONCRETE OR GROUTED CMU A MINIMUM QSTUDS O 16" O.C. y 5. NAILS TO HOLDOWN POSTS SHALL BE 10d COMMON (16d SINKERS HOLDOWN AT SLAB EDGE NAILING TO POSTS. TRIM STUDS $ OF 7 ", AND SHALL BE PLACED TO PROVIDED A MIMIMUM OF 2" GROUTED CLEAR @ P,T. SILL PLATE w/ EDGE NAILING dt ANCHOR AND KING STUDS MAY BE USED WITH PRIOR WRITTEN APPORVAL BY THE STRUCTURAL 1GAI1* F�[ OF FORMED CONCRETE (PROVIDED 3" CLEAR FOR CONCRETE CAST BOLTS PER SHEARWALL SCHEDULE (PROVIDE ENGINEER). , A MINIMUM OF " 7 MIN.) " o.c., EMBE% 8"dia. D ANCHOR BOLTS O ' t , 6. ALL MAC,-IINE BOLTS (M.B.) SHALL BE ASTM A307 OR BETTER (NOTE: HILTI 48 - KWIK BOLTS OF THESE SAME DIAMETER AS SHOWN ABOVE, MAY BE USED IN EXISTING CONCRETE. BOLTS SWILL BE EMB EDED A MINIMUM OF 5" INTO STND* EXISTING CONRETE.) S HEARWALL ELEVATION HOLDOWN DETAILS � � T ' 7. AN ACCEPTABLE ALTERNATE FOR APA RATED 15/32 CDX SHEATHING N • T ' a ' 2 1R" W 1'♦" I IS THE 15/32 ORIENTED STRAND BOARD (OSB). _ 8. USE 2 "X2 "X3/16 WASHER OVER ALL ANCHOR BOLTS. 2x BLOCKING SHEATHING do NAILING STRAP IN LIEU OF • '�'��� p PER SCHEDULE /PLAN / HOLDOWN WHERE cr. • �_ OCCURS (BEND \ a PREMANUFACATURED i I EXCESS AROUND BEAM) ROOF TRUSSES PER POST do o t ROOF TRUSS PLAN HOLDOWN k PER PLAN I PER PLAN HEADER PER PLAN Z DIAPH. EDGE NAILING (S) 16d •� ti \ \ // T EA END .� CLEAR -PAN 4 17 MAXIMUM VERT 2x BETWEE 16d O S "o.c. -u- - - - - c''. L 2x CONT. BLOCKING TOP /BOTTOM _ L _ KING STUD TO �2x TRIM AS REO'D. 30" min. ` w/ A35F 0 24" O.C. BLOCKING TYP. _ _ i M _ _ - a POST E ; .\ . TRUSS ---- BEARING PLATE L GT S i SIDE OF \ 1/4 x 4" x 4" EDGE NAILING ` LENGTH ROOF TO WALL •; � • ;; '�;::: =.• ONE #4 REBAR 2x BLOCKING BLOCKING CONNECTION SIMPSON MS148 EACH r IN SHEAR CONE PER SCHEDULE / PLAN END (BEND I XCESS r (12" MIN. REE3AR 1�1QTE : DOUBLE TOP f r AROUND H LENGTH) VENTILATION MAY BE REQUIRED PLATE 4 r 1 " MIN. AT BLOCKING VERIFY METHODS w! SHEARWALL NAILING � POST do HOLUVWN � ENGINEER PRIOR TO CONSTRUCTION. STUDS do SPACING do SHEATHING PER BELOW PER P LAN FROM CORNER PER PLAN SCHEDULE / PLAN RIM JOIST INTERIOR , SHEARWALL - STANDARD INSTAL. SIMPSON 'STHDI4RJ•' TRUSS/ SHEARWALL C PERP, TO ROOF TRUSS HOLDOWN ,ABOVE HEADER 3 N.T.% 4 N.TJ. 5 ?LT.& b N.TJ. • 2x•; P.T. HF #2 w/ DIAPHRAGM DIAPHRAGM DIAPHRAGM EDGE SHEARWALL 5� J" dia. A.B. O EDGE NAILING EDGE NAILING H2 BETWEEN T NAILING : PER PLAN 4 - U" o.c. (MAX.) 4 DIAPHRAGM 16d O 8" o.c. . BLOCKING SEE ARCHITECTURAL 16d's O 8" o.c. - BACKFILL w/ #4 0 24" o c. cj 2 16d ®8 O.C. DRAWINGS FOR � ( POROUS MATERIAL 9 SHEARWALL EDGE NAILING SHEARWALL FLOOR JOIST SCREENED VENT A35 ® 48" o.c. (TYPICAL) EDGE NAILING 16d O 8 o.c. EDGE NAILING PER 1 L SHEARWALL (3) 1 LAN PER P REQUIREMENTS JOIST TO PLATE I /- SL,-,B PER PLAN ' R BLOCK EDGE NAILING PER BLOCK REDUCE SPACING . (a PLC. TYP.) (a PLC. TYP.) T 12" o.c. FOR M " ' r As BREAK SHEATHING BREAK SHEATHING I& ® ` i • ` C. WALL PER ON BLOCKING OR ON BLOCKING OR SHEARWALL EDGE ` ' 1sI N HOC K V kT JOIST PER PLAN \ BLOCKING ( 3 BAYS) L 2x BLOCKING (2 BAPS) A35 O 48" o.c. O 48" o.c. w A35 TO O 48" ox. PLATE dt H2 BETWEEN BLOCKING H2.5 A JOIST PERPENDICULAR JOIST PARALLEL - EXTERIOR C JOIST PARALLEL -- INTE MOR FLOOR JOIST TO SHEARWALL CONNECTION 7 ]n" IN I %*" TRIM STUD WHERE HOLDOWN SCHEDULE REO'D. FOR FLUSH Q) FINISH MODEL ANCHOR BOLT THRU BOLTS OR tAILS MBEDMEN LENGTH MIN. EDGE DISTANCE HD2A 5 8 DIA. 2 5/8 DIA. . 6 - 1/4 1 3/4 REPORT NO 4393) HD5A 3/4* DIA. 2 3/ OIA. 7 1/2* 1 3/ 4" HD8A 7/ 8 0 DIA. 3 7/8" DIA. 10 1/2" 1 3/ 4 - HD10A 7/8 DIA. 4 7/8 DIA. 1 3" 1 3/ 4 HD14A 1" DIA. 4 1" DIA. 16" 2 3/ 4 t-- -�-' H020A 3 1 1/ D 4 1" DIA. 16" 2 3 4" H D 15 3 1 1/4* D 5 1" DIA. 18 LLI M722 5Z8_ DIA. 30 10d 8 6 1Z4_ 1 3/ 4 HTT22 5/8* DIA. 32 1 O 8 6 I 4" 1 3 4" TT 1 1 16d 1/4" 1 3/4 . HOLDOWN NOTES: N J TRIM STUD WHERE HOLDOWN POST PER PLAN (2 -2x MIN.) SEE NO'E #= REO'D. FOR FLUSH Q) FINISH PRESSURE TREATED SILL PLATE PER SHEARWALL SCHEDULE (2 -2x MIN.) W AL' THREAD BOL AND EL 'BEDMENT • .-- L[ N(11­1 PER SCHEDULE EMhEG WITH 0 1 1.1 ANCHOR-FT "HS200" EP DXY. (ICBO REPORT NO 4393) r HOLDOWN AT SLAB • n STANDARD HOEDOWN INTO EXISTING FOUNDATION I. ALL THREAD BOLTS SHALL CONFORM TO ASTM A307. 2. MIN. CONCRETE COMPRESSIVE STRENGTH f = 2,500 psi. 3. HD14A, HD200k 3c HD15 REQUKE 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 POST'S SHALL BE 10d COMMON. (16d SINKERS MAY BE USED WITH PRIOR WRITTEN APPRRVAL BY THE STRUCTURAL ENGINEER) . 6. MINIMUM CONCRETE WALL THICKNESS IS 6 ". 7. WHEN FIELD CONDITIONS BECOME LESS THAN MINIMUM SHOWN, CONTACT ENGINEER 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 HS 200" SOILDBOND EXPDXIES w/ THE FOLLOWING SIZE AND EMBEDMENT- SEE CHART. 1/2 " ♦" t O a Opp crtv AU6 �J �O1` fteb TUKWU OCT ?2 U �Da V) Q) 0 • .-- 0 1 1.1 U O I In I X CN4 � lei .E Q.� Q Z V) N O O - I t-- -�-' On > Li L E LLI (, Z O T r te No Oate By Revision 10 C`J O CD O L. CL Grown by: Checked by- COC Gate: 05/28/04 ab No. 2209 t P j � f i i - ... . ... .. .. • .. ..... ti ..,,. .�.. - .+ 111" ' ' ail► - , .... -• . �.�+ +�YYiFM..Yi1�.r.4 ' �"r - '. `': L.�: .wi�r•.,u:...- ,,.. ..• a .. .. r d A �. -'.•. r. `•' • ' � .. : ,p... re ✓'•. ... .ir* NAILING 2x BLOCKING i (OR RIM JOIST ` 2 -16d NAILS TO EA. JOIST) (SEE SHEARWALL i SCHEDULE FOR PLATE FOUNDATION SIZE AND ANCHOR BOLT PER PLAN SPACING) FND. / SHEARWALL CONN, 8 6" INTO FOOTING AS �Ojo Q SH �vVN FO )TIN(, PER PLAN �_ 4 * PERF. PLAS'IC PIPE PIPE -CEN1 ER iN 1 FOOT WA;HE PEA 13RAVEL do DRAW TO DAYLIGHT 0? APPROVED UUT FALL. on* FNDe / SHEARWALL CONN, 9 N.TJ. RE�� CASE Suk� � s f ,N W F NE � 4 SEC TI ON 10 T23N R 4 E W. M. 0 • - - ____ - I 1 � * , -- \ \ ` \ CLEARING LIN IS THE -'' PROPERTY LINE GRAPHIC SCALE ✓ ,� \ BENCHMARK: CITY OF TUKK/LA SSMH 1267 -4 20 o to so 40 so '''� \ ., y .. \ ON V EL = 106.20 ( nw) 5.0' \ -� 2 .--" ( { � 1 inch 20 !t \ ,� ✓ ..•-�' � � ., \ • -- 5.0' I 10 --'' ( RESIDENCE r RESIDE � "�. ✓ '"� REST D 5.0' FF =115.9 S.O. ( 115.7 { \ ./ ✓ ✓ 5.0' \ I � FF= 6.1 OUT ON 4 -- � ✓ � .. { 910E SEs1E�t � \ 1 � RESIQPJeE 1- , GARAGE •' \ I a � 116.7 ` INSTALLI`POLY WATER { • -116.3 { � � GARAGE � \ \ I (�) 116 9 LIN (TYP). 200 PSI ✓ I I \ DRISCO PIPE BETWEEN WATER METER dt HOUSE (TYP) 10'SS STUB GARAGE { AS ; \ FF =117.1 EMEN \ { i GARAGE � \ DOWNSPOUT FF =117.3 \ CONNECTION POINT "� S \ j (TjrP) `18' SIGN I \ 4" ADS TIGHT � r �� 'G� 11 TE 2 LINE (2.0 %) 18' sy P LE " DIA DRY WELL 3 ^ [ ,,,..�„�• ' '�.+,,' \ \ (�'l SEE DETAIL \ 1 F' C t w L 1 - 4' PVC tsiYE � /' ..- --� \ \ \ 1 - 4' PVC C.O ^ r7 I \ 'i ✓ \ 6.5' MIN. \ •A \ \ 1 ✓ - 0 1 � TYP I CATCH BASIN ' • • • • • \ \ ter'' � � � •' •�""� (TYP) VANED GRATE 1 7.5 'I 1 0 ✓ -- $•�- \ RIM EL= 116.6 MIN MIN MIN MIN MIN \ - ✓ G - %� 50 � �\ � � INV EL= 112.6 \ \ \ \ \ ✓ SS SO / WATER METER AND �� J* G �r 1`17* I - CI�jCH BASIN NICE CONNECTION \ a"� S� '' FOR EACH LOT PER (TYP) VANED'_TCRA4E \ _ -•_._ CITY STANDARDS _ • own" \ G .�,�•� �. RIM EL- 116.8 E x S" 1126 1 5 � -INV EL- 112.8 , , I�1 EL•116.14 \ off EL •1 0"I W • 55 '� ExTENO of KV CLs IO&IS SE \ \� * ,,� 0 ✓ ASPHALT PATCH =c ACP CLASS E OR 1 11 g S ..- . (SEE DETAa M SIDE V IOE SE O V PVo OLENM 6' 90E SEER X51.2.0 6" PVC TESTMIG TEE 6 CRUSHED .�- (TV Two PLACES ) S 1 TE PLAN OTES CODE COMP SEP 23 2004 City Of Tukwila I BUIDING DMSION SURFACING TO° UOURS� g" -I- \ e , TYP I CATCH BAS TYP I CATCH BASIN i / ✓ TYP) VANED GRATE VANED GRATE 1. STORM WATER RUNOFF FROM THE ROOF AND DRIVEEWAY AREAS FROM EACH CRUSHED ROCK, \�50 N RIM EL 117 2 R IM M EL= 117.0 INV EL= 113.0 LOT ARE COLLECTED IN A TYPE I CATCH BASIN AND THEN ROUTED THROUGH A ✓ \ INV EL- 113.2 FLOWABLE FILL. ✓ .,� Ex SSA 81267 -3 4" ADS TIGHTLINE TO THE DR)VELL SYSTEM. r OR \ / \ Ift EL •117.23 AS REQUIRED BY ENGINEER A ✓ \ M V EL=106►65 w » . 2. DRYWELLS WILL BE INSTALLED ON THE FOUR LOTS. It �0 \ 7 , Q Ex ss�+ 11267 - - NV E1• IOb�67 s _ * SEE DWG# HR - FOR MINIMUM STANDARDS / U 3. THE ELEVATIONS OF THE RESIDENCES AND DRYWELLS ARE THE SAME FOR ALL �� ,,--Ex s91►+r+ p o Ile EL -11&91 Rr M=117.35 LOTS. TYPICAL PATCH FOR FLEXIBLE PAVEMENT rry ar•10&2o E , *V EL "I0&65 N - These plans have been reviewed by the Public I WV ELmIO X3'6 N INV ELmIO ►61 E Works I)epat'<ment for conformance wi th current 4. INSTALL FILTER FABRIC OVER ALL CATCH BASIN OPENNNGS DURING N TI N F WHEN PERPENDICULAR TO � � City standards. Ac is sub' CO STRUC 0 . REFER T 0 DETAIL DRAWING ON NEXT SHEET. r Roof Do wn sp out Ac ceptance icct to errors and ROAD WA Y CEN TER INE 1 z in w Z Z m� LAJ o u I V) a CL in UJ 0 t& J o ix � o W W W W W' •► ft 0 a - ° w W . BLDG 118 S , oz __ ____ °x 117 r te.' - - - - +~ 117 116 - 116 SCALE HORIZ 1 _ VERT_ _1 "=20'_ 11s 115 ` 1 LOT 6 FLOOR EL =117.30 L OT 7 FLOOR EL =117.10 LOT 8 FLOOR EL =116.90 LOT 9 FLOOR EL= 116.70 TYPICAL DRIVEWAY PROFILE a ; 7 7 § a 118 r - - -� - .,W- L z - c 117 -- •- - • ` -_ • SCALE HORIZ 1' =2' �41'1 1 . 6 _'' TYPICAL DRI WWA Y SFr. 77ON 116 I I� I I a � i o � , r HOUSE omissions which do not authorize violations of 5. A SOIL LOG TEST HOLE WAS DUG ON EACH OF THE LOTS AT ABOUT THE adopted standards or ordinances. The responsibt PROPOSED DRYWELL LOCATION. THE TYPICAL SOIL TYPE AND STRATIFFICATION for the adequacy of the design rests totally with the WAS AS FOLLOWS: _ designer. Additions, deletions or revis(ooa t th 0 - 5 • BROWN SILT FINE SAND TYP /- Catch Basin drawings after this date will void this aocMuc,e 5' -9' BLACK MEDIUM SAND with vaned grate and will require a resube<n ad of revised dnx dap NO WATER TABLE ENCOUNTERED for subsequent approval, 6. ALL SANITARY SEWER PVC PIPE CONFORMS TO ASTM D -3034, SDR 3034. U Final acceptance is subW to dd jnvedao by �. ALL STORM DRAINAGE PIPE IS ADS CORRUGATED POLYETHELENE PIPE. 48 Inch Diameter the Public Wort utilitin Hole Filled with • 1 1/2 3 " W h Date: PA. flow DR YWELL - • PLAN V7E'W N TS Roof Downspout Over fio w I- Splash Block � •4" ADS lope= m/.n �/4 ` Mesh $ reel on pipe inlet 15 min Droin Rock �� • ti. b!�.0- - Ra� 0V5 cite. .. • � v� � ¢ �u�rvs e - U.lo e.L.•� io Lo rs a Ao oo TYP l- Catch Basin with vaned grcte 6" max 1AT 7 •'v..ti :;: �.`.'tis:�1�% %a:�,'e i' ,. _ 1'--2 m n 4� ADS 37 ap - e=yzw min ti 4 Vs 3416 SF i 1 ti 1 OW AREA N 1156 t I I N SF 48 Inch Diameter 3 • 463 SF Hole Filled with 4'min Sides of Hole I 112--3 Washed t Lined with Drain Rock a Fil ter Fabric a d . QD Min. 1 above Seasonal 1 High Groundwater Table CODE COMP SEP 23 2004 City Of Tukwila I BUIDING DMSION SURFACING TO° UOURS� g" -I- \ e , TYP I CATCH BAS TYP I CATCH BASIN i / ✓ TYP) VANED GRATE VANED GRATE 1. STORM WATER RUNOFF FROM THE ROOF AND DRIVEEWAY AREAS FROM EACH CRUSHED ROCK, \�50 N RIM EL 117 2 R IM M EL= 117.0 INV EL= 113.0 LOT ARE COLLECTED IN A TYPE I CATCH BASIN AND THEN ROUTED THROUGH A ✓ \ INV EL- 113.2 FLOWABLE FILL. ✓ .,� Ex SSA 81267 -3 4" ADS TIGHTLINE TO THE DR)VELL SYSTEM. r OR \ / \ Ift EL •117.23 AS REQUIRED BY ENGINEER A ✓ \ M V EL=106►65 w » . 2. DRYWELLS WILL BE INSTALLED ON THE FOUR LOTS. It �0 \ 7 , Q Ex ss�+ 11267 - - NV E1• IOb�67 s _ * SEE DWG# HR - FOR MINIMUM STANDARDS / U 3. THE ELEVATIONS OF THE RESIDENCES AND DRYWELLS ARE THE SAME FOR ALL �� ,,--Ex s91►+r+ p o Ile EL -11&91 Rr M=117.35 LOTS. TYPICAL PATCH FOR FLEXIBLE PAVEMENT rry ar•10&2o E , *V EL "I0&65 N - These plans have been reviewed by the Public I WV ELmIO X3'6 N INV ELmIO ►61 E Works I)epat'<ment for conformance wi th current 4. INSTALL FILTER FABRIC OVER ALL CATCH BASIN OPENNNGS DURING N TI N F WHEN PERPENDICULAR TO � � City standards. Ac is sub' CO STRUC 0 . REFER T 0 DETAIL DRAWING ON NEXT SHEET. r Roof Do wn sp out Ac ceptance icct to errors and ROAD WA Y CEN TER INE 1 z in w Z Z m� LAJ o u I V) a CL in UJ 0 t& J o ix � o W W W W W' •► ft 0 a - ° w W . BLDG 118 S , oz __ ____ °x 117 r te.' - - - - +~ 117 116 - 116 SCALE HORIZ 1 _ VERT_ _1 "=20'_ 11s 115 ` 1 LOT 6 FLOOR EL =117.30 L OT 7 FLOOR EL =117.10 LOT 8 FLOOR EL =116.90 LOT 9 FLOOR EL= 116.70 TYPICAL DRIVEWAY PROFILE a ; 7 7 § a 118 r - - -� - .,W- L z - c 117 -- •- - • ` -_ • SCALE HORIZ 1' =2' �41'1 1 . 6 _'' TYPICAL DRI WWA Y SFr. 77ON 116 I I� I I a � i o � , r HOUSE omissions which do not authorize violations of 5. A SOIL LOG TEST HOLE WAS DUG ON EACH OF THE LOTS AT ABOUT THE adopted standards or ordinances. The responsibt PROPOSED DRYWELL LOCATION. THE TYPICAL SOIL TYPE AND STRATIFFICATION for the adequacy of the design rests totally with the WAS AS FOLLOWS: _ designer. Additions, deletions or revis(ooa t th 0 - 5 • BROWN SILT FINE SAND TYP /- Catch Basin drawings after this date will void this aocMuc,e 5' -9' BLACK MEDIUM SAND with vaned grate and will require a resube<n ad of revised dnx dap NO WATER TABLE ENCOUNTERED for subsequent approval, 6. ALL SANITARY SEWER PVC PIPE CONFORMS TO ASTM D -3034, SDR 3034. U Final acceptance is subW to dd jnvedao by �. ALL STORM DRAINAGE PIPE IS ADS CORRUGATED POLYETHELENE PIPE. 48 Inch Diameter the Public Wort utilitin Hole Filled with • 1 1/2 3 " W h Date: PA. flow DR YWELL - • PLAN V7E'W N TS Roof Downspout Over fio w I- Splash Block � •4" ADS lope= m/.n �/4 ` Mesh $ reel on pipe inlet 15 min Droin Rock �� • ti. b!�.0- - Ra� 0V5 cite. .. • � v� � ¢ �u�rvs e - U.lo e.L.•� io Lo rs a Ao oo TYP l- Catch Basin with vaned grcte DR YWELL i SEC T1 ON N TS �aE� 4 LEGAL DESCRIP �r 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 TUKWILA, KING C TY, WASHINGTON co�ae ION 1 � � LTR1 � NOI DESCMP ndv/bA >£ W 4 .R N [ Ev a= 0/22/06 6" max 1AT 7 •'v..ti :;: �.`.'tis:�1�% %a:�,'e i' ,. _ 1'--2 m n 4� ADS 37 ap - e=yzw min t _ 4 Vs 3416 SF 3416 SF OW AREA N 1156 w� I I N SF 48 Inch Diameter 463 SF 463 SF Hole Filled with 4'min Sides of Hole I 112--3 Washed 4764 Lined with Drain Rock TAX 11Q Fil ter Fabric a d . QD Min. 1 above Seasonal High Groundwater Table W V DR YWELL i SEC T1 ON N TS �aE� 4 LEGAL DESCRIP �r 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 TUKWILA, KING C TY, WASHINGTON co�ae ION 1 � � LTR1 � NOI DESCMP ndv/bA >£ W 4 .R N [ Ev a= 0/22/06 �a e€ U Z_ N O 3 0 � Q J W ( T� O Q 0 � 0 v � g Y JOB NO. 71919 ED MT A IM1l COiAIIP. ayECKE MT DA 71E A#VE, 2004 ow. No. owl LOT No LOT 6 1AT 7 1 Lo LO AREA 3146 SF 4 Vs 3416 SF 3416 SF OW AREA N 1156 w� I I N SF SWAY AREA 463 SF 463 SF 46.3 W 463 SF 0 4764 SF 4764 4 4764 SF TAX 11Q 534740 -.0�0 4o -OQZp . QD W V Z5 v Q 4) N �a e€ U Z_ N O 3 0 � Q J W ( T� O Q 0 � 0 v � g Y JOB NO. 71919 ED MT A IM1l COiAIIP. ayECKE MT DA 71E A#VE, 2004 ow. No. owl LOT No LOT 6 1AT 7 LOT a Lo LO AREA 3146 SF SF 3416 SF 3416 SF OW AREA 1155 OF 1156 11 I I N SF SWAY AREA 463 SF 463 SF 46.3 W 463 SF TO TAL 4764 SF 4764 4 4764 SF TAX 11Q 534740 -.0�0 4o -OQZp 33470"M #M 40090 a AAV% w ^ rifw � ,, � i _ � , , ; N ♦ C� °•1. .y.f ( ..w...' .1� Ka _..... .,,, .. - ..- - .. .. . ,. .... .. i' .+ . r. -,..r •.M+.Y.ti.•.M.a r dn..Nr.a.•.�►.. - wrr.- rr►•+►. ..s•.r. +�r.A..�♦ .:+.la+r...w►. •.� _ '� .�..�r.. •.♦ =~ - .��'M ww. rwr.i ��'�•. `. .� M...p„ -•.r.. � .•. 00 '. File: D04 -0208 35m m Drawing #1 -7 Y 1 ppppp FRONT ELEVATION ECALL'. 1/4' 0 e W ,J ■ a e O e LEFT ELEVATION M_Al e . I14" . I' _ m. �G ,oFR'N /TC ���Sl FN u U 4� N - ■ ..0 IX 8, 0 y RIGHT ELEVATION SCALE- V4' . P - O" REAR ELEVATION SCALE., V4' . P - o' as■■0 0 Z L W� III ) A 6 Y 4-J U) V � O } � y Wvu � v cd 0o v A v N u zO� 00 as■■0 0 Z L W� III ) A 6 Y 1) ALL PLR JST6 TO fbd TJI FLOG! SYSTEM, REFER TO N'Iki. LAYOUT MR ALL MEM M MAILS AND BLOCKNG, REVIMW M R& LAYOUT F"OR To FRAMING, OR ALL M.R JOTS AND RPTRS TO BE 6 2 HMM-MR DOUTSLM UNDER WARNS PARTITIONS, PROVIDE SOLID BLOOMING OVER EEAM4 MEMBERS. 2) ALL EM. DR 1 DOW HORS. TO BE 440 OM (WO) 3) ALL PILL'- M~ACnMD TRkSE6 TO BE IDENTIFIED BY MPG'S STAMP. 4) PACTORI' DI-T MIPL 4 CHITlY TO on UL LABELED INSTALL MR MW M SPECS ONSIDE OMM16TN AIR R!G'D (MIN 6 SQ M) D TO PASOX W/ OPERABLE ONSIDE OAMFWk TIGHTLY MTT'G PLUM DAMPER AND TIGHT PITTING GLASS OR METAL. DOORS OR PLIZ DRAFT INDUCTION PAN. 5) LIMIT SHOWER( MAW TO 2b GALLONMIN. 6) NU4T. TO DE LAEEL.ED PER ASNIRAE STD. NO. WA-W, AND MEET 1) RUIN AND WX TANIC4 PILOTS BLIN ERp. WAT N6 �ELIYR��ENTS, AND W =4 ES ALL SKYLITEG TO COMPLY WI04UEG SECTION 24OW 4 2603.1 V ALL SIDELITE6, GLIDNG GLASS DoORb AND TU6/S4OYER ENGLOEUREG To =PLY WITH UEG. SECTION 2401. 0) HEAT FUAISTERS TO BE PER LEGEND! LOCATE APPROXIMATELY AD W4011E'6 6' IN PROM EXTERIOR WALE 6,3" N FROM INTERIOR WALLS. U VENT DRYER OVEWRANGE 4 EW4AUGT PMTS TO ONSIDE. DRYER EW DUCTS WALL ot EMCEED A TOTAL Ca HORUZ AND YEW LN M N op H' -O ", NOL 2 PT& : (0' -D" X S ' - (o" X I B" THY- W) U.) -# (a EA WAY - M F e C3fJ , , (TYP 2 PLALES) CITY nF TlHKW11 A JUN 2 2 2004 PERMIT CENTER , ■ 3 FOUND FLAN 6CALE, V4" I N - 0' II��I (�L,I..II_L1 -1 -I III�111�111 II_I 111, ICI III 11.1 III ICI` Ij1 - i;)I Iii I� Inch 1/16 `2I "z �r3 it r ,INP� '3 ti: I v I . I11 0 6 I I 1: 1.1 1 b II LIII�IIIIIII�<<f. IIIIIIIJ�lllilllllLLIIIIIIII�L0.1 I I L�I) IIII1111,.lIIIIf II�ILIIILLLI��IlIIIIII�LII =T OTL"ALT. SOLUTIONS. ALL EXHAUST DUCTS N6LT'D lMR1 OP R•4)� V ALL NAILING TO COMPLY WITH UEG TADLn 73- 2 -D -1, COLU'}I, POST 4 0E.4M XWECTIOM TO COMPLY WITH UEG. SECTION 2316. B) ALL EM. WALLS, NTR MAIN PARTITIONS VOR ISM WALLS TO BE BRACED. "MGR METHOD, ROPER TO 1559 UD.C SEE AD,C, BELOW. IMO Sa WALL NOTED 4 SCNDLE. FOR OTHER COMPLIANCE METHODS L ONE STORY. MTL. BRACE, USE Kole" (60d) OR KCUe126 (46d) I. LOWER STORY OF 2 STORY, GM ON 67UD6 16. 00, MOLOCKED, NAILED W/ Id COOLER OR WALLBOARD NAILS a 1" O ,C. 'UPPER STORY, SEE ONE STORY (GEE SHEAR WALL SC44 POR ADOTNL N" O) 41 SOLID OWN'4 REQ'D ON LOWER STORY OF 2 STORY BUILDING PER UEO: >RTWALL NAILED PER SHEAR NAILING 6CFEML96 opt UDC 1551 EDITION. B) TUB/SHOWER SURROUND WALLS TO HAVE WATER RSTNT GYP ORD AND 1 SMOOTH HARD &MACE TO A MINIMAIT M04T OF 10" ABOVE DRAIN NLET W PROVIDE SINK DMTCTR N COMPLIANCE WITH UEG, AND UE.C, STD. 6 436. ILL 41'IC MOM W A&AT BA*Q PAW DETCTRD WILL SOUND AN AUDIBLE ILANMI IN ALL GLU"4 no". U DWEI LNG TO COMPLY W/ WA 6T ENERGY CODM, 2001 EDITION 1) DEAL, CALLI(, GASI STAR UEATHERDTwjs TO LIMIT AIR LEAKAGE, lT EXTERIOR JOINTS MOUND WINDOW AND DOOR PRAMS, o" BTUN ALL AND ROOF AND WALL PANELS, OPNG'S AT UTILITY PENETRATIONS HROUGH WALLS, PLM, AND ROOFS, ALL oTHER oPNG'S N DLD'G ENVELOPM, U ALL EXTERIOR DOOM OR ACCESS HATCHES TO ENCLOSED 0 MMI�ne SOIL IDEARN�G P� � - 2d%M 1W. W FOOTINGS TO DE PLACED ON PI IM, UNDI6MRDED NATIVE 601L 1) DUELLING TO COMPLY WITH UNIFORM BUILDING CODE NEC) "I EDITION V PIPE STOPS SRALL BE PRVD'D TO CUT OFF ALL CCNICL'D DRAFT OPNW ROM VERY TO HRZ NTL SPACES, NCOG THE STAIR TUB, 6NRLNt PRP1.ACd, ETC 4) OW ROOF GFEATHNG UVCOMP ROOPINIG AND PLYWD AT ALL OVERT• 4W b, EM DETAIL 6W FOR ALL ADDITIONAL NOTED. CxENE RAL - NOTES: �- ,W,,,MAftWAUN O4ICKOLT6 _.. r U SE49MLFROVIDE 6" DIA SLEEVE I I WN 2 - 04 BARS EUR •30" MLOW TOP CP WALL _ M 44 POST BAGS M 44 POST CAP 7) OLCT O PROVIDE 6b x 12'h SLOT a TOP OP FOOTINIG IS �" —, 2444114 31 WATER, PROVIDE MM 2" CIA. HOLE W/ ] -64 DABS EUW, I I M- POST BASE 030• BELOW TOP OF WALL L 2 l M •• POST CAP 4) PROVIDE MN 41/2 CIA HO a • TOP OF WALL 4 PROVIDE - -- i36"x36"xl2" AREA -UlL i. (AS RMQ'DJ W/ 3 -64 BARS ELL VERIFY LOC6.ON SITE I I PD " POST BASE NOTE, MIN b' HORZ ISIM H2O 4 SEWER I I PC " POST CAP LOCATE AWAY FROM DE=S 4 PATIO6 L — 5U E FOO TING SCHE 136 MM -PLOOR AREA . 4.9 Ga PT NET FREE ROQ'D. �- 00 4.5 NET M!M x 144 .101_9 SOL NJSa PT. NET FREE RMQ'D. PROVIDE 1 SQ PT. PER 60 66L PT. OF UNDMR FLOOR AREA COVER VENTS WITH V4' CORROSION 11106I6TANT UM MESH. LOCATM VENTS AD CLOSE TO CORNERS AS PRACTICAL, B'PICIENT VENT AREA . 12b GQ. INL SQ. IN. NET FROM 10" . VID" T VENT AREA 12b REcay. _ CRAWL VENTILATION CALCULATION 6" x 16• SCREENED 0 II POWDATIGN VMTS E4 LY SPACED ATFON WALL COVER UV 1/4' C0RRO6ICN RESISTANT MOM MESH O PROVIDE VJ' MN AIRSPACE BETWEEN ENDS OF GIRDERS POINDATICN WALL (TYPJ &A I D DF # 1, C )-5 oOL / FT&CON Vl W 4.J vrvv VVV d 0 0 00 U � 41 0 � + 0� o q U , 0v6 u ut3 U It yH AID 0z0 0 a • Vi s a' V7 a 1"'mm) �n 0 ;s I I I � 1 + � F f ' I I I I � I I � i V l ! I 7� P� V ■ • • a ■ , ■ a • ■ ■ Al IIIIIII11 ` 8 °A 1'- 10 9 2:'CONC GLB 5A 'A W° /0" W/ - 5 1 44 �� COL W/ (5)* 5N. EA T=A(-E 40)1 - 5 (2) A377 I' /z "CLY TIESe4 "% Top L30LTS I 4 BUF W/ 13A L 02 l IZ "O /G - O co U�� V_M VE1ZT V 1 �w / EA WA TDRL C )-5 oOL / FT&CON Vl W 4.J vrvv VVV d 0 0 00 U � 41 0 � + 0� o q U , 0v6 u ut3 U It yH AID 0z0 0 a • Vi s a' V7 a 1"'mm) �n 0 ;s I I I � 1 + � F f ' I I I I � I I � i V l ! I 7� P� V ■ • • a ■ , ■ a • ■ ■ Al IIIIIII11 ` `I , t 1� NCTI - E: - 7 RFgUIR ES 4 STUDS � 25 $ s � T �\ 12' -b IR" V-21/2' 2' -6 12' - vt" 6 ' - m" i. 4' -2 62' -m" 1 • - Ox4 -0 V2 6LIOE I 1 4x12 VM Bonus Room / oPrIONAL es:anr+ v / erA�°rIm LNORr ro el.w�, Bdrm *4 I 7 3a h D li PAN ®� I vo. I 12' -6 I/2" l rrl& ' Porch 6' . 1 1 1 , 114= 2 WALL 6 '. 1 .. / ko;,l JUN 20 04 pERM/T cFNTF'�. f / 0 1 I r -I- - -- �i� I MML 6" DIA. M0614 AIR OUCT TO CCMECT TO RETURN AIR PLMJf'I Bdrm *3 m o0 'n S 2/b I _, I S m j I I I I I M O in IIOV an Bdrm *4 I 7 3a h D li PAN ®� I vo. I 12' -6 I/2" l rrl& ' Porch 6' . 1 1 1 , 114= 2 WALL 6 '. 1 .. / ko;,l JUN 20 04 pERM/T cFNTF'�. f / 0 1 S r -I- - -- �i� MML 6" DIA. M0614 AIR OUCT TO CCMECT TO RETURN AIR PLMJf'I �, %� m o0 'n * O I _, I S m j I I I I I I I I Garage I I 4 CONCIMM 1L Q , —LNO CP PLoc" a T only IN 11 u�3 I 14 0% I I S I I 9 • L- - - - - -- Y _ i �o ' � yN� O ELW PILOT6 1 oUli'ER6 OR FIEATN6 IENTe t 6UTC+66 to ME AT LEA6T 16" ABOVE FLOOR MML 6" DIA. M0614 AIR OUCT TO CCMECT TO RETURN AIR PLMJf'I U ® o0 'n �j �� Vi M �W ° ��� 4"I '4 ^ u IN 11 u�3 N 00 0% fl � 04 9 • I 16"3124" CRAW. 6PACr° ACCE66 UMATFlMlT.I - RJ6ULATE TO LEVEL ACM TO aNfOtNDMG O ELW PILOT6 1 oUli'ER6 OR FIEATN6 IENTe t 6UTC+66 to ME AT LEA6T 16" ABOVE FLOOR MML 6" DIA. M0614 AIR OUCT TO CCMECT TO RETURN AIR PLMJf'I y uiR �YJD • TU6 11 6Nomm 6UIdaoUNp TO b' AEIOVE MUN C l u Z' 0 4 ••u .1131x..• • MAIN FLOOR PLAN 6CALE, V4" - P - O" WOMEN & I , Inch 1116 IZI +rrl, ;'yY,i v Jl, 1111 ;r ''.l• � ;.,' Iy , . V Z 01 6 gY �L �l�iiiiliiii� ill �I � Hl! 11����I�� :� Z w� IIIIIIIIS IIIIIIII s Z w� IIIIIIIIS IIIIIIII p ppp— ■ 0 4 UPPER FLOOR PLAN SCALE, 1/4" - F- 0" !'aT'Y OF T�KWII A JUN 2 2 2004 PfiRMIT CENTE 22 "x30" ATTIC ACCESS. WEATHERSTRIP 4 NWLATB D OVER TO EQUAL CEILING INSULATION. PROVIDE WOOD JJJ StSmwz TO PRIIVENT LOOSE INSULATION GPILLAGE TO LIVING SPACE. O DIRECT VINT FIREPLACE INSTALL PER MANUFACTURERS BPECIFICATION6 y WUe GUUB • TUB 1 SHOWER SURROUND TO 6' ABOVE DRAIN III III rll III I Inch v,s .. ,2 rnn rwx. run. Max. Mln. MAX. Mn. Max Mn. Max. .cw be]-love 00 Sb 16 63 66 96 110 MOD Sp Gb 120 126 96 Imp 143 ISO 110 MIS 166 1001 -1600 1601.2000 60 NO T5 113 W I" IOb " 120 n3 We 2001 -2500 6b '10 t!S wb Go 120 G6 126 9S 1" 06 bL EL ZL �6:, 0L Tb SO `6 90 135 9b 143 8 156 165 t2p ISO 136 203 3501.4000 bb 126 100 Ib0 IB n9 125 Isp INS 195 140 146 210 216 4001•Sppp ll 14 MIS Ube 125 ISO 140 210 In 233 VENTILATION TABLE 3 -2 IIiLiII�lI 1111111 �I Illlllll�llllillll�llllillll�lll - Lill J I �IIII i 1III�I illillll�l lllillll�llllilill�lalllllli�lllllllll�lllllllll� `IIIIIIIII� IIIIIIIII�IIIII SOURCE spEGIFIC VENTILATION REQUIREMENTS BATHROOMS, LA NDRY ROOMS AND POWDER ROOM PANS TO BE Sp 0". KITCHEN EXHAUST PANG TO Be We CPM, 'EXHAUST PANG SHALL Be PLOW RATED AT 96 WG. STATIC PRESSURE EXHAUST DUCTS SHALL. •EE INSULATED TO R -4 IN UNCONDITIONED ONDITIOD SPACE •B! EQUIPPED WITH A BACKDRAFT DAMPER . TERMINATE OUTSIDE THE BUILDING - COMPLY WITH BELOW FAN CF M MAX FLEX DIA, MAX FT. MAX SMOOTH DIA MAX FT. b0 4' 25 4" Tp Sp 5. so 5" 100 Do 6' OVER Ip0 b" OVER Im SO 4• NOT ALLCWED 4- 20 SO S' 15 S. 100 SO !,• .,Ip 6 . Yap G• NOT ALLOWED S" OVER Ipp I" 6• be b• 40 6' OVER I" , Ib b• OVER 100 TO 1" OVER IVV WHOLE HOUSE VENTILATION REQUIREMENTS: A 6• DIAMETER FRESH AIR INLET SMALL BE DUCTED FROM THE EXT TO THE FRESH AIR RETURN PLENU'L THE PM614 AIR DUCT SHALL BE PROTECTED PROM THE ENTRY Op INSECTS, LEAVES, OR OTHER DEBRIS AND LOCATED SO A6 NOT TO TAKE AIR FROM, -HAZARDOUS OR UNSANITARY LOCATIONS. WHERE IT WILL PICK UP ODJECTICNABLI! ODORS, "a OR PLMMBL.. VPR6. .A ROOM OR SPACE HAVNG FUEL BURNING APPLIANCES THERM. -ATTIC, CRAWL SPACE, OR GARAGE. -CLOSER THAN tV' FROM AN APPLNC OR FLMBG VENT OUTLET, UNLE66 THE DUCT VENT OUTLET 16 AT LEAST 3' ABOVE THE FRESH AIR INLET. -DUCT SHALL BE N6LT'D TO R -4 WHEN PA661NG THROUGH A COND'D SPACE INLET DUCT SHALL BE EQUIPPED WITH A MOTORIZED DMPR THAT WILL OPEN WHEN THE VNTLT N PAN RELAY IS ACTIVATED, AND REMAIN CLOSED AT ALL OTHER TIMES. IN ADDTN TO THE MOTORIZED of A MANUAL DMPR SET TO 35 -b AIR CHANGEO PER HOUR 16 AL60 REQUIRED. A WHOLE HOUSE EXHAUST PAN SHALL BE LCTT) IN TIRE CEILING. SIZE I°ER THE TABLE BELOW. THE AIR NTAXE DUCT Dt SHALL BE 6ET WIN THI6 RING EXFWUST PANG MUST BE FLOW RATED AT 16 W!k AND MAX. U! SOP! RATNG. READILY ACCSGBLE 24 HR CLCK TMR OR DEMUMVIGTAT 4 RELAY SHALL BE IN67LL'D AND WIRED TO REGULATE THE PURN PAN, RELAY AND UNCLE NOISE EXHAUST PAX INTERIOR DOORS SHALL Be NSTLL'D 60 AS NOT TO IMPEDE THE MVMNT OF PRE64 AIR TO ALL HABITABLE ROOMS, VNTLTN SYSTEM MUST BE PERFORMANCE TESTED JUST PRIOR TO THE FINAL. INSPECTION BY THE INSTALLER OR A OLF'D THIRD PARTY. THE INLET DUCT SHALL BE LABELED WITH THE ACTUAL CFMS MSRD 1 A LETTER OP CMPLNO SHALL Be AVAILABLE ON 617E FOR THE NbFCTR BEFORE A CERT OP OCCUPANCY WILL BE 166UED. VNTLTN /INDOOR AIR QLTY RQMNTS PER TABLE 3 -2 - VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES AND LE66 Mlnxtm and MsxMNm VwAllatlan Rat«. CUblo Foot Par ttm" (CFM) r'■woAUC W+2 I/S" BIPOLD l6GIJ WA V4• x61 3/4' rnn rwx. run. Max. Mln. MAX. Mn. Max Mn. Max. .cw be]-love 00 Sb 16 63 66 96 110 MOD Sp Gb 120 126 96 Imp 143 ISO 110 MIS 166 1001 -1600 1601.2000 60 NO T5 113 W I" IOb " 120 n3 We 2001 -2500 6b '10 t!S wb Go 120 G6 126 9S 1" 143 50 110 15 166 113 125 130 1" row 2501.3000 3001.3500 Tb SO 113 120 90 135 9b 143 ICS 110 156 165 t2p ISO 136 203 3501.4000 bb 126 100 Ib0 IB n9 125 Isp INS 195 140 146 210 216 4001•Sppp W 14 MIS Ube 125 ISO 140 210 In 233 VENTILATION TABLE 3 -2 r'■woAUC W+2 I/S" BIPOLD l6GIJ WA V4• x61 3/4' It - HEAT REGISTER 2 -1/1" X 12 -114 R2 - FEAT REGISTER 4 -1/4- k 12-V4' BIIYULO: (DBL) W-1`$A 3/4" MRROR B# W"I'xM 3/4" PC • HEAT REGISTER 2.1/2 X 10 -1/4- B W(PIETA.S2 3/4• R4 . HEAT REGISTER 4 -V4' X IV -V4- R5 -FEAT MGIGTM 4 -V4" X 14 -V4• MIRROR B/P W( 19/ SQ, FT. POq�T 2 +2 � 'x ' 14, , HEAT REGISTERS TO BE PER PLAN. LOCATE CUTOUTS, APMROX AS 6HOUN, 6" IN FROM EMEROR DRYER 4 I/1•x4 IRE- WALLS 1 3" IN FROM INTERIOR WALL R 42E T 14NI V2 TI - TOWEL BAR 4'- O -.ABV. FINISH FLOOR OR 3 1/2"XiO 14" T2 - TOWEL BAR! • 4' -6" ABV. FINISH FLOOR '!RIFT W/ HOOD RQMNT'S. T3 - TOWEL RING • 4'•b' ASV. FINISH FLOOR 41 , 67 - SURFACE TOILET PAPER HOLDER I" - RECESSED TOILET PAPER HOLDER RAC - 30 -1/2• X 1441' RETURN AIR a 1.1/2' BELOW CEILING OR RAF - 1 -1/1' OPP SUB FLOOR MC - k• X 24" RO. (TYP.) MEDICINE CABINET I R.O. SG- IEDULE /PLAN LEGEND I MR CHAPTER 6 PER11CRIPTIVE REQUIREMENTS 2001 WDEr— CLIMATE ZONE 1 - OPTION III GLAZING U- PACTOR, VERTICAL U -A0, OVE0EAD U.36 DOOR U- FACTOR, U -90 INSULATION, CEILING, R -36, VAULTED CEILING, R -30 ABOVE GRADE WALLS, R -21, BELOW GRADE WALLS, R -21 FLOOR OVER VENTED CRAW1. 6PACE, R -30 SLAB ON GRADE, R -10 ENERGY CODE COMPLIANCE -wra■ w PERCENT GLAZING CALCULATIONS, XXX (6Q FT. GLAZING) .XX1A >00( (6a FT. R.R. AREA1 FOOTAGE — SUMMARY L! SQUARE 0WER FLOOR SQ, FT. MAIN FLOOR SQ. FT UPPER FLOOR SQ, FT. TOTAL SQ. FT. UNFINISHED SQ. FT. GARAGE SQ. FT. 0 ■ N � a ' ,y a ' L R o e p C a h U V I� ^^ FI R r f - ■■ .. ■■■ o J Y o 10. w 0Y A3 h m Ul , 00 v 00 . Uvaoq O A (�J 41 , m N 0 i/ LA N �ry�C y�U U3 N A 00 0 ■ N � a ' ,y a ' L R o e p C a h U V I� ^^ FI R r f - ■■ .. ■■■ o J Y o 10. w 0Y A3 I -SHALL CAWCT HAMPACTLMRS STARIP •SMALL 60 INSTALLED / BRACED TO MANAFACTURERS SPEr_WICATIONS •WILL NOT BE FIELD ALTERED WITFIOIIT PRIOR BUILDING DEPARTMW APPROVAL Q ENGINEERNG CALCULATIONS -SHALL HAVE DESIGN DETAILS 4 DRAILRIGS ON SITE FOR FRAMNG INSPECTION TRUSS NOTES TOTAL VENT. REo'D. SF NET FME 300 50% BY VENT. ABOVE NAVE x S . OP. 'TOTAL VENTILATION FROVIDED, AF -SO ROOF JACK YEILDS Be a NET FREE OR 35 9p • OF JACKS REQ'D. VENTS OR f J VENTS !S SAVE VENTLTN (STANDARD) LK FEET x 3.3 IN /.F . N Sp SAVE VENTLTN (NUCO 0327) LIN. FEET x 73 IN . N OF GABLE END VENT. PROVIDED (IF APPLICABLE) ( 1 x . SF GABLE Qm VENT. PROVIDED (IF APPLICABLE) ( ) x GABLE ENPROVIDED D VENT, P (IF APPLICABLE)? J x IN . OF GABLE END VENT. - 15% EMICIENT OF x.TS. • TOTAL . Sp , ROOD JACKS. ( ) x be N SF EAVE VENTS . SF GABLE END VENTS . aF SF FROVIDED> SP REQUIRED ROOF VENTILATION CALCULATION NOTE: PROVIDE VENT BLOCKING EVERY BAY S s IA ° xll VS' PSL FLUSH ?'.'�,,. . 1 I' "I I _.!. v k ✓ r 1 I I t II l /S{ TJI FLOO� {STS I I � I I i I 7 �' � ,• p I� Y v � i I z f I LJ I \ , a 11 I I f I Im WATCHING DENOTES 2x OVEWRAMING OVERFRAMING SPANS L US WM RAFTER$ 024' OG. - W -II' MAx" WERACED apAN 2x10 HM RIDGE REAM - 8'-0' MAXPIM WNUCED 6PAN 2x10 HM FLAT VALLEY LAID DIAGONALLY ACROW TRJa6E6 2.2x6 MM RAFTERS •24.OG - W -3' MAXPW 1NBR4CED SPAN 2xS I'" RPGE BEAM - T -0' MAXMIM U"BRACED SPAIN 2xE WF*J FLAT VALLEY LAID DIAGONALLY ACR SO TRUaaEB 3.2x4 HM RAFTERS 424' O.C. - W -O• MAX"M wERACED apAN 2x6 HM RIDGE BEMR - b' - &' MAJtMIM LNBRACED $PAN 2x6 WK FLAT VALLEY LAID DIAGONALLY ACMW TRMEE ry�Rok r� w P ADO ERMir�F�T 4 F� UPPER FLOOR d L ROOF FRAMING PLAN SCALE, 1/4' . P - 0' a • b Inch 1/1s ,i '2 >, 3) ` 41, 5I I I aim �Mrea 6 �L Eb ZL LL . 0L b` 8 L 9 111111 iiii1 I �) (( I�II�� IIILII�IIIIIIII llllllllllllllllhlllllllll 'IIII Z IIIII IIIII IIIIIIIIII O R N a m �+ a G a A y� a 5 U N e� F. si ls, •au•r auasa d •am u• •a Aa I d 9 4 i a L A 110 a 1 r r a u a y A 4 l7 T (dQb U OA ooG E NO Ln@ W 4 ,� N y�o � U v7 N A u! � zoW O R N a m �+ a G a A y� a 5 U N e� F. si ls, •au•r auasa d •am u• •a Aa I d 9 4 i a L A 110 a 1 r r a u a y A 4 -SHALL CARRY MAMD-ACTMBM 6TAMP - 614ALL W METALLED 4 BRACED TO MAN FACTO M 6M- lFIGATION6 -WILL NOT BE FIELD ALTERED W1 HOW PRIOR CUILDMO DEPARTMENT AF7•1lDVAL OF EN61P!lRRib CALOJLATION6 SHALL HAVE DE616N DlTAIL6 1 DRAWM06 ON 6TTE FOR FRAMM6 N"WION TRUSS NOTES TOTAL VNNT. REO'D, 6F NET FREE ;� W% OY VENT. MOVE NAVE x.5 • 6R -TOTAL VENTILATION RWYOND, AF-SO ROO* JACK YEILD6 66) d NET FREE OR 36 6F • OF JACKS REQ'D. vM6 oR l ) VNNT6 36 SAVE VNNTLTN (6TANDAIm) LK FEET x 63 WM EAVE V PMTN (NWCO E9,29) LM. FEET x 95 WAP . M�. y, GABLE END VENT. PROVIDED (F APPLICABLE) ( ) x GAB EN LE D VENTRO . PVIDED (F AFPLICACLNI f ) x M 2 . sp GABLE END VENT. PROVIDED OP APPLICAMILE) f ) x IN . 6F EN GABLE END VT. I% ETICIENT OF x.T6. • TOTAL 6F , ROOF JACKS- f ) x 60 N • 6F SAVE VENT6 GABLE END VENTS . 66p er PROVIDED> er REQUII�D ROOF VENTILATION CALCULATION N OTE: PROVIDE VENT BLOCKING EVERY 5AY "I I 311 -L) 11 MAIILTDP PLATE SPLICE W/ (Z1) I ad NA 1L5 FOR M IODLE HALF OF ll1AcP1-41KA6aM (Typ 0 SIQE) r -' +> HATCHING DENOTES 2x OVERFRAMING OVERFRAMING SPANS L 2xS WM RAFTERS 024' Oa - W -II- MAXnJM MaRACM SPAN 9x16 NM RIME BEAM - S'-O' MMXIMIM IIJDRACED 6PAN 9x1® IM FLAT VALLEY LAID DIAWNALLY ACR066 TRIk6E6 9.9xb k-* RA-Mo 024. O.G - V -D' MAXMLM WBRACED SPAN 9xA HM ROE BENT - T-m' MAX"," "RACED 6FA4 bA HM FLAT VALLEY LAID DIAGONALLY AOi066 TRU66E6 9.9x4 N•9 RAFTER6 s94• or. - 6'-D' MAXMIM 4*WACM SPAN 24 M RIDGE BEAM - S' -b' MAXMIM aORACED SPAN 94 HM FLAT VALLEY LAID DIAGONALLY ACR066 TRi166E6 JUA/ E kM17- � 4 .1, W • U 0 Q v A A � W W : ti Z a Affil L J N 00 r _RRl 4, M 0'0 6' i ooh ���a UI (rS u ul n V va�O N N� ei ld of � N oZN r� 0 R N � A4 e R 0 h >u to R . Y S � v v 1 • a Me 4� V 7 N � C/1 4� >x M N MR t.same '. s.■ R ROOF FRAMING PLAN WALE, 1/4' - P. O- Q • v t i 1' I I_ I II i I :1 11II . L , L ; IIII�IIII ;2 I11 III1 Inch 1/18 ,O L.� Illlill�llllllJll�. LIIIIILII�IIIII )Ill.�llull)LL�LLI.LIIU�IJ . i Q Jll�llllll�ll�ll�l IIII L w� IIil�lllllllll�Hill ..,. 1, I., k il u s a i t A5 F as x19 RI PRE - \ ki t OR* `- 4x0 I 311 -L) 11 MAIILTDP PLATE SPLICE W/ (Z1) I ad NA 1L5 FOR M IODLE HALF OF ll1AcP1-41KA6aM (Typ 0 SIQE) r -' +> HATCHING DENOTES 2x OVERFRAMING OVERFRAMING SPANS L 2xS WM RAFTERS 024' Oa - W -II- MAXnJM MaRACM SPAN 9x16 NM RIME BEAM - S'-O' MMXIMIM IIJDRACED 6PAN 9x1® IM FLAT VALLEY LAID DIAWNALLY ACR066 TRIk6E6 9.9xb k-* RA-Mo 024. O.G - V -D' MAXMLM WBRACED SPAN 9xA HM ROE BENT - T-m' MAX"," "RACED 6FA4 bA HM FLAT VALLEY LAID DIAGONALLY AOi066 TRU66E6 9.9x4 N•9 RAFTER6 s94• or. - 6'-D' MAXMIM 4*WACM SPAN 24 M RIDGE BEAM - S' -b' MAXMIM aORACED SPAN 94 HM FLAT VALLEY LAID DIAGONALLY ACR066 TRi166E6 JUA/ E kM17- � 4 .1, W • U 0 Q v A A � W W : ti Z a Affil L J N 00 r _RRl 4, M 0'0 6' i ooh ���a UI (rS u ul n V va�O N N� ei ld of � N oZN r� 0 R N � A4 e R 0 h >u to R . Y S � v v 1 • a Me 4� V 7 N � C/1 4� >x M N MR t.same '. s.■ R ROOF FRAMING PLAN WALE, 1/4' - P. O- Q • v t i 1' I I_ I II i I :1 11II . L , L ; IIII�IIII ;2 I11 III1 Inch 1/18 ,O L.� Illlill�llllllJll�. LIIIIILII�IIIII )Ill.�llull)LL�LLI.LIIU�IJ . i Q Jll�llllll�ll�ll�l IIII L w� IIil�lllllllll�Hill ..,. 1, I., k il u s a i t A5 STRUCTURAL NOTES: DESIGN CRITERIA: 1. BUILDING CODE: IBC 2003 2, VERTICAL LOADS: ROOF FLOOR SNOW LOAD 25 pelf LIVE LOAD 40 par DEAD LOAD 15 pat 12 par 3 SHEARWALLS AND THENCE AO FOUNDATION WH RE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE AND SLIDING FRICTION OF EARTH, 4. LATERAL WIND LOADS: BO MPH EXPOSURE " " 5. S S p EISMIC SITE CLASS 0, E -pQE + .2 SDS D V 2DA/SSUMED2. SOIL NOT RE RED FOR WOOD SHEARWALLS PER ASCE7 -02- 9.5.2.6.4.3 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CONTRACT DRAWINGS. 2. DURNING THE CONSTRUCITON PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE SHORING, BRACING OF THE AND GUYS ACCORDANCE w/ ALLL 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 SOEL.Y RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TO ATTENION ENGINEER N AND BE RESOLVED DIS CR EP ANCI ES RE PROCEEDING EDING WIT THE WORK. B. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY 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. FRANDN,��UN,8E15 1. FRAMING LUMBER SHALL BE HEM -FIR N0, 2: AND HEM -FIR NO. 2 FOR ALL TOP AND BOTTOM PLATES (GRADES AE TYPICAL UNLESS OTHERWISE NOTED ON PLANS). LUMBER O T BE GRADE ARKED 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 318" EDGE DISTANCE ON ALL NAILS AND 1 /8" EXPANSION JOINTS BETWEEN ALL PANEL EDGES. MINIMUM SHEATHING REQUIREMENTS ARE AS FOLLOWS: ROOF EXTERIOR C U 24/0 5- PLY PANELIZED ROOFS). NAILING AT INTERMEDIATE SUPPORTS. CENTER O 6 INCHES ON CENTER AT PANEL EDGES AND 12 INCHES ON CENT AT SUBFLOORING TO BE 3 4" TBG 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. NAILI 3. UNLESSNO ED OTHERWISE. U E THROUGHOUT R UNLESS NOTEDIOTHERWSE. 4. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED U'iLi_ S SPECIFICALLY DETAILED OR APPROVED IN WRiTIING BY THE 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 SOX 0 THE NOMINAL DIAMETER OF THE LAG BOLT UNLESS OTHERWISE NOTED. ALL SILL PLATES SHALL BE BOLTED TO THE FOUNDATION WITH 5//8' MINIMUM DIAMETER BOLTS SPACED AT 48' ox 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 a 14 GAGE x 1 -1/2" DIAPHRAGMS: I'dd.. 13 GAGE x -1 15 GAGE z 1 -1 2" I II II II II T T I f L I I I I I I II II II II II II II I o II II II II I I II II II II II II II I J II II I F 1:F== IF = =�1 I II II II II II it II i I II II II II II II II I I II II IF== I I - ==11 II II I I II II II II II Ir- -Ir --I II II I s11"a gi NOrFS: 1. ALLALL STUDS AND BLOCKING SHALL BE HFp2 ALL TOP AND BOTTOM PLATES SHALL BE HF 2. ALL SHEATHING EDGES SHALL BE BACKED WITH 1 11 11 11 11 11 I I1 11 E 11 11 II I `• I I 11 11 11 SCHEDULE 11 11 1 I I I I 2x OR WIDER ING UNLESS OTHERWIZE NOTED (SEE NOEy2), -I±- J L _ ` yy y POST k I I I I SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. _ _ - - -- ^ - "--" • -- I - "- 2. WHERE SHEATHING NAILING IS A A OR GREATER FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECIEVING EDGE NIALING ,• S FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3 -INCH NOMINAL MEMBER AND SILL PLATES SI 3- NOMINA 2 3 4 DIA, TWO 2X 0TTOM PLATES AY ESUBSTITUTEDFORMAE PLATE WHEN APPLICABLE. SINGLE 3X BOTTOM H 3, FRAMI NAILING NG. CRrTERIA IS BASED ON UBC TABLE 23- II -1 -1 FOR CD PLYWOOD AND HFN2 WIRE STAPLES MAY BE SUBSTITUTED AS l // PRESSURE TREATED SILL ` - OUTLINED IN THE STRUCTURAL NOES. OTHER SUBSTITUTIONS MUST BE VERIFIED IN WRITING BY THE STRL ENGINEER. 4, HOLDOWNS AND OTHER CONNECTIONS MAY BE // (( )) DEJ OSEEBSHEARWALLASCHEbULEOFOR LUMBER T 4�0 MINPMUM. CEO PLANS, REQUIRED AT THE ENDS OF MANY SHEARWALLS, SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON THE PLANS, REFER TO THE APPROPRIATE CONNECTOR DETAILS FOR INFORMATION P ER jAp Q8 EDGE NAILING AT ALL PANEL EDGES. BACK w E SPUCE ON STUD, 2x BLOCKING AT BACKING / 0 HOEDOWN PER SCHEDULE AND PUN ADDIONAL REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, ETC. 5 ANCHOR BOLTS MUST BE EMBEDED ©EDGE NAILING TO HOLDOWN POST (FULL HEIGHT) (B) L SCH AT SIZE SHEARWALL INTO CONCRETE OR GROUTED CMU A MINIMUM T O o F� 7 ", AND SHALL BE PLACED TO PROVIDED A MINIMUM OF 2" GROUTED CLEAR AG111M F�E OF FORMED CONCRETE (PROVIDED 3' CLEAR FOR CONCRETE OD STUDS O 16` O.C. w/ D REQUIRE Qp,T. S O TO POSTS. TRIM STUDS ILL PLATE w/ EDGE NAUNC 8 ANCHOR CAST (( B KWIK BOLTS �THES�MSBAAIE DIAMETERAS OWN ND BOLTS PER SHEAR SCHEDULE ((PROVIDE 48 EMBEDED "7(OMIN)HOR BOLTS O EEU E IpTI E I N XISTING CONRET EXISTING CONCRETE. BOLTS SHALL BE EMBEDED A MINIMUM OF 5" INTO E 7, STN ". SHEARWALL ELEVATION AN ACCEPTABLE ALTERNATE FOR APA RATED 15/32 COX SHEATHING IS THE 15/32 ORIENTED STRAND BOARD (OSB). 1 TUTS S. USE 2 "X2 "X3/16 WASHER OVER ALL ANCHOR BOLTS. 4 7 8 PIA. 4 1 DIA. SHEARWALL-, EDGE NAILING (4 PLC, TYP.) BREAK SHEATHIi ON BLOCKING C RIM JOIST ONLY D"10do DIAPHRAGM EDGE NAILING 18d O B" ox, SHEARWALL SHEARWALL EDGE NAILING EDGE NAILING (3) 10d (4 PLC. NP.) PER BLOCK BREAK SHEATHING ON BLOCKING OR RIM JOIST ONLY 6d O S. ox, JOIST PER PLAN A35 O 48" ox, ' T Inch 1h8 J "tT 6� tia ti n n '�� � 14 F�.ti a ^t � F 2"*i` � i ".rr y , � , '� � a�li, � JF• ,,, �t 1; 4jt Ci A. Z 6 8 9 z :, a �a 11 1.1 IIIIIII�ItII�IILL�1JLlIIIIIIIIILLII - ll�I. III�iIII�llll. �. 1ll1�1. 1. I�I�ILII�IIIl� !IIi�_IIII�IiIL�I. I� I . i.L II�� I IIII� II�IIII�IIIL�I�II�Iili�llll�llll�llll�llll� BLOCKING (3 BAYS) 48` o.c. w A35 TO LTE k H2 BETWEEN DIAPHRAGM EDGE H2 BETWEEN NAILING BLOCKING SEE ARCHITECTURAL 16d'a O 8' O.C. FLOOR JOIST DRAWINGS FOR PER PLAN SCREENED VENT A35 O 48' o.e. REQUIREMENTS JOIST TO PLATE REDUCE SPACING TQQ 12` O.C. FOR QL1 k 2x BLOCKING (2 BAYS) O 48' ox. SHEARWALL EDGE NAILING 2x BLOCKING OR RIM JOIST -16d NAILS TO EA, JOIST) �5.... i (SEE SHEARWALL FOUNDATION - - -+, SZE ANCHOR BOLT PER PLAN SPACING) �FND. /SHEARWALL CONN. O N TA 1 n JOIST PERPENDICULAR JOIST PARALLEL EXTERIOR ' FLOOR JOIST TO SHEARWALL CONNECT JO IST INTERIOR HOEDOWN SCHEDULE STRAP IN LIEU OF - HOEDOWN WHERE 2x BLOCKING POST k E B 5 8 DIA THRU BOLTS OR NAILS 2 5 8 DIA. EMSEDMNT LNGTH 8 1 4 SHEATHING k NAILING TRIM STUD WHERE / - HOEDOWN POST PER PLAN FOR FLUSH (2 -2x MIN.) SEE NOTE X13 ,• S 3 4 PIA. 2 3 4 DIA, 7 PER SCHEDULE /PLAN FINISH l // PRESSURE TREATED SILL H08A 7 8 DIA, 1 2 1 3 4 ' PLATE PER SHEARWALL ROOF TRUSS 7 8 DW. PREMANUFA CATURED 10 1 2 1 3 4 PER PLAN HD14A TRUSSES PER 4 7 8 PIA. 4 1 DIA. 13 18 1 3 4 P ROOF 1 1 4 D 4 1 DIA. DIAPH. EDGE NAILING =j �T HU15 3 1 1 4 D 5 1 DIA. 18" 18 2 3 4 2 3 4 \\ MTT22 5 8 DIA. CLEAR SPAN 17" MAXIMUM 6 1 4 1 3 4 a LENGTH PER SCHEDULE. EMBED WITH "HS FffT22 \ ' 30" min. REBA .L•,� 32 10d 8 _8 1 4 2x CONT. BLOCKING w/ A35F O 24" ox. VERT 2x BETWEE TOP /BOTTOM - � _ LENGTH _ BLOCKING TYP. - - - -••- - - - - - - i ` Y, -' ONE i4 REBAR SHEARWALL EDGE NAILING EACH SIDE OF TRUSS „ '.L ` IN SHEAR CONE (12" MIN. REBAR LENGTH) O ALL 2x BLOCKING ROOF T W BLOCKING BLOCKING CONNECTION 1/2" MIN, V� TION MAY BE REQUIRED TOP PER SCHEDULE /PLAN PLATE F OM CORNER ENGINEERIPRIORRTO RIM ONS�RUCTION. STUDS k SPACING -SHEARWALL NAILING JOIST PER PLAN SHEATHING PR SCHEDULE / PLAN INSTAL. SIMPSON 'STI3D14RJ' 3 "T� TRUSS / SHEARWALL CONN. 4 INTERIOR SHEARWALL PERP. TO NTH 5 ROOF TRUSS /^' N.TS. \ V SHEARWALL-, EDGE NAILING (4 PLC, TYP.) BREAK SHEATHIi ON BLOCKING C RIM JOIST ONLY D"10do DIAPHRAGM EDGE NAILING 18d O B" ox, SHEARWALL SHEARWALL EDGE NAILING EDGE NAILING (3) 10d (4 PLC. NP.) PER BLOCK BREAK SHEATHING ON BLOCKING OR RIM JOIST ONLY 6d O S. ox, JOIST PER PLAN A35 O 48" ox, ' T Inch 1h8 J "tT 6� tia ti n n '�� � 14 F�.ti a ^t � F 2"*i` � i ".rr y , � , '� � a�li, � JF• ,,, �t 1; 4jt Ci A. Z 6 8 9 z :, a �a 11 1.1 IIIIIII�ItII�IILL�1JLlIIIIIIIIILLII - ll�I. III�iIII�llll. �. 1ll1�1. 1. I�I�ILII�IIIl� !IIi�_IIII�IiIL�I. I� I . i.L II�� I IIII� II�IIII�IIIL�I�II�Iili�llll�llll�llll�llll� BLOCKING (3 BAYS) 48` o.c. w A35 TO LTE k H2 BETWEEN DIAPHRAGM EDGE H2 BETWEEN NAILING BLOCKING SEE ARCHITECTURAL 16d'a O 8' O.C. FLOOR JOIST DRAWINGS FOR PER PLAN SCREENED VENT A35 O 48' o.e. REQUIREMENTS JOIST TO PLATE REDUCE SPACING TQQ 12` O.C. FOR QL1 k 2x BLOCKING (2 BAYS) O 48' ox. SHEARWALL EDGE NAILING 2x BLOCKING OR RIM JOIST -16d NAILS TO EA, JOIST) �5.... i (SEE SHEARWALL FOUNDATION - - -+, SZE ANCHOR BOLT PER PLAN SPACING) �FND. /SHEARWALL CONN. O N TA 1 n JOIST PERPENDICULAR JOIST PARALLEL EXTERIOR ' FLOOR JOIST TO SHEARWALL CONNECT JO IST INTERIOR 2. N. CONCRETE L COMPR SIVE AR fc - 3 2'500 pal, ` �HOLDOWN AT SLAB 3. HD14A, HD20A h 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 AY BE USED WiTH PRIOR WRITTEN APPORVAL BY TH STRUCTURAL ENGINEER), 6. MINIMUM CONCRETE WALL THICKNESS IS 6 ", 7. WHEN FIELD CONDITIONS BECOME LESS THAN MINIMUM SHOWN, CONTACT ENGINEER PRIOR TO PROCEEDING. B. DRILL ANCHOR BOLT HOLES 118" LARGER THAN ANCHOR BOLT 064, 9, HOLDOWNS MAY BE ATTACHED TO EXISTING CONCRETE USING ANCHOR -IT HS200" SOILDBOND EXPDXIES w/ THE FOLLOWING SIZE AND EMBEDMENT: SEE CHART, o STANDARD HOEDOWN INTO EXISTING FOU NDATION to t -0 _ HOuOWNNOTFa. 1. ALL THREAD BOLTS SHALL CONFORM TO ASTM A307. 2. MIN, CONCRETE COMPRESSIVE STRENGTH fc- 2,500psi. 3. H014A, 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. (16d SINKERS EMNACINEE USED WITH PRIOR WRITTEN APPORVAL BY THE STRUCTURAL TRIM STUD WHERE REQ'D, FOR FLUSH FINISH l ob% PROVIDE 4x SOLID SILL PLATE PER "LOCKING BELOW SHEARWALL SCHEDULE HOLDOWN POST (2x MIN.) � ANCHOR BOLT PER SCHEDULE THRU BOLTS PER SCHEDULE HOLDOWN POST PER PLAN (2 -2x MIN) SEE NOTE R3 ,n HOLDOWN AT FLOOR TRIM STUD WHERE ////// '''���HULUOWN POST PER PLAN REQ'O. FOR FLUSH ��(2 -2x MIN.) SEE NOTE p3 FINISH PRESSURE TREATED SILL PLATE PER SHEARWALL SCHEDULE (2 -2x MIN.) 3L ANCHOR BOLT PER SCHEDULE ' V o HOLDOWN AT SLAB 2 HOLDOW D ETAILS HOEDOWN SCHEDULE STRAP IN LIEU OF - HOEDOWN WHERE OCCURS (BEND POST k MODEL HD2A B 5 8 DIA THRU BOLTS OR NAILS 2 5 8 DIA. EMSEDMNT LNGTH 8 1 4 MIN. EDGE DISTANCE TRIM STUD WHERE / - HOEDOWN POST PER PLAN FOR FLUSH (2 -2x MIN.) SEE NOTE X13 HDSA 3 4 PIA. 2 3 4 DIA, 7 1 3 4 FINISH l // PRESSURE TREATED SILL H08A 7 8 DIA, 1 2 1 3 4 PLATE PER SHEARWALL HD10A 7 8 DW. 3 7 8 PIA. 10 1 2 1 3 4 SCHEDULE (2 -2x MIN.) HD14A 1 DU. 4 7 8 PIA. 4 1 DIA. 13 18 1 3 4 HD20A 3 1 1 4 D 4 1 DIA. 2 3 4 =j HU15 3 1 1 4 D 5 1 DIA. 18" 18 2 3 4 2 3 4 ALL THREAD BOLT AND EMBEDMENT MTT22 5 8 DIA. JO 10d B 6 1 4 1 3 4 a LENGTH PER SCHEDULE. EMBED WITH "HS FffT22 5 B DIA. 32 10d 8 _8 1 4 1 3 6 ANCHOR - r 00' EPDXY. (ICBO wr 1 a M 2. N. CONCRETE L COMPR SIVE AR fc - 3 2'500 pal, ` �HOLDOWN AT SLAB 3. HD14A, HD20A h 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 AY BE USED WiTH PRIOR WRITTEN APPORVAL BY TH STRUCTURAL ENGINEER), 6. MINIMUM CONCRETE WALL THICKNESS IS 6 ", 7. WHEN FIELD CONDITIONS BECOME LESS THAN MINIMUM SHOWN, CONTACT ENGINEER PRIOR TO PROCEEDING. B. DRILL ANCHOR BOLT HOLES 118" LARGER THAN ANCHOR BOLT 064, 9, HOLDOWNS MAY BE ATTACHED TO EXISTING CONCRETE USING ANCHOR -IT HS200" SOILDBOND EXPDXIES w/ THE FOLLOWING SIZE AND EMBEDMENT: SEE CHART, o STANDARD HOEDOWN INTO EXISTING FOU NDATION to t -0 _ HOuOWNNOTFa. 1. ALL THREAD BOLTS SHALL CONFORM TO ASTM A307. 2. MIN, CONCRETE COMPRESSIVE STRENGTH fc- 2,500psi. 3. H014A, 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. (16d SINKERS EMNACINEE USED WITH PRIOR WRITTEN APPORVAL BY THE STRUCTURAL TRIM STUD WHERE REQ'D, FOR FLUSH FINISH l ob% PROVIDE 4x SOLID SILL PLATE PER "LOCKING BELOW SHEARWALL SCHEDULE HOLDOWN POST (2x MIN.) � ANCHOR BOLT PER SCHEDULE THRU BOLTS PER SCHEDULE HOLDOWN POST PER PLAN (2 -2x MIN) SEE NOTE R3 ,n HOLDOWN AT FLOOR TRIM STUD WHERE ////// '''���HULUOWN POST PER PLAN REQ'O. FOR FLUSH ��(2 -2x MIN.) SEE NOTE p3 FINISH PRESSURE TREATED SILL PLATE PER SHEARWALL SCHEDULE (2 -2x MIN.) 3L ANCHOR BOLT PER SCHEDULE ' V o HOLDOWN AT SLAB 2 HOLDOW D ETAILS IOd O 8 "o.c. KING STUD TO �2x TRIM AS REO'0. POST ISIMPSON . BEAING PLATE 1/4" x 4' x 4" MST48 EACH END (BEND EXCESS AROUND HEADER) POST & HOLDOWN BELOW PER PLAN STANDARD HOLDOWN ABOVE HEADER N.T.S. NOTE: C13NNELT KULM -4rq TTJ C7E/+T'1 C S)M 2x6 P.T. HF 2 w/ SHEARWALL 518' dic. X13. O PER PLAN 4-0" ox. (MAX.) BACKFILL w/ 24 POROUS MATERIAL /- r4 O 24" o.c. (TYPICAL) / rSLAB PER PLAN (O END. / N.T.S. T NC , WALLPER AN - HOOK V% INTFOOTING AS WN OTING PR PLAN .4" PERF. PLASTIC PIPE PIPE -CENTER IN 1 FOOT WASHED PEA GRAVEL k DRAIN TO DAYLIGHT OR OUT FALL EIEARWAL CONN. rl n-Rop T' J 1 zoos pERM�T C��T�� AU 0 0 O / � N Cn N al Q O �! o j� <O I es• � 4 , • V/ 3 O Q 0 =N O j Q p 4 ; 1 ? W N L � o_ L }J VJ No. Dote By Revision Drawn by: Checked by: Date: Job No. S -1 STRAP IN LIEU OF - HOEDOWN WHERE OCCURS (BEND POST k EXCESS AROUND BEAM) HOLDOWN PER PLAN HEADER PER PLAN (5 16d EA. ) END NAI �_ - i - - -I IOd O 8 "o.c. KING STUD TO �2x TRIM AS REO'0. POST ISIMPSON . BEAING PLATE 1/4" x 4' x 4" MST48 EACH END (BEND EXCESS AROUND HEADER) POST & HOLDOWN BELOW PER PLAN STANDARD HOLDOWN ABOVE HEADER N.T.S. NOTE: C13NNELT KULM -4rq TTJ C7E/+T'1 C S)M 2x6 P.T. HF 2 w/ SHEARWALL 518' dic. X13. O PER PLAN 4-0" ox. (MAX.) BACKFILL w/ 24 POROUS MATERIAL /- r4 O 24" o.c. (TYPICAL) / rSLAB PER PLAN (O END. / N.T.S. T NC , WALLPER AN - HOOK V% INTFOOTING AS WN OTING PR PLAN .4" PERF. PLASTIC PIPE PIPE -CENTER IN 1 FOOT WASHED PEA GRAVEL k DRAIN TO DAYLIGHT OR OUT FALL EIEARWAL CONN. rl n-Rop T' J 1 zoos pERM�T C��T�� AU 0 0 O / � N Cn N al Q O �! o j� <O I es• � 4 , • V/ 3 O Q 0 =N O j Q p 4 ; 1 ? W N L � o_ L }J VJ No. Dote By Revision Drawn by: Checked by: Date: Job No. S -1