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Permit D05-214 - SINGH RESIDENCE - NEW HOUSE
SINGH RESIDENCE 4013 S 148 ST D05 -214 City 0. Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: ci. tuhtivila. tiva. us DEVELOPMENT PERMIT Parcel No.: 0041000167 Address: 4013 S 148 ST TUKW Suite No: Permit Number: Issue Date: Permit Expires On: Steve Lancaster, Director DOS -214 08/22/2005 02/18/2006 Tenant: Name: SINGH RESIDENCE Address: 4013 S 148 ST, TUKWILA WA Owner: Value of Construction: $258,953.75 Name: LE TIEN Address: 9420 8 AV SW, SEATTLE WA Contact Person: Name: RASHPAL SINGH Address: i 17429 34 PL W, LYNNWOOD WA Contractor: N Name: S M DRYWALL Address: 30119 126TH CT SE, AUBURN WA Contractor License No: SMDRY * *077DK Phone: Phone: 206 - 650 -7100 Phone: (206)406 -1003 Expiration Date: 04 /08/2007 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,268 SQ FT SINGLE FAMILY RESIDENCE AND A 415 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, AND UNDERGROUNDING OF POWER. WATER DIST. 125 & VAL -VUE SEWER DIST. Value of Construction: $258,953.75 Fees Collected: $4,307.48 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 40 c.y. Fill 20 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Profit: N Non - Profit: N Z �Z '~ w 00 CO 0 . U. W O. LLQ �D = W z� F_ 0 Z�_ W LU Do O -, o E- W W. U. O tin Z: U= Z doc: IBC- Permit D05 -214 Printed: 08 -22 -2005 1 1 City 0'. Tukwila Steven M. Mullet, Mayor Departs :ent of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 ►yuo Fax: 206 - 431 -3665 Web site: cLtukwila.wa.us i i Water Main Extension: N Private: i Water Meter: N s i * *continued on next page ** Steve Lancaster, Director Public: doc: IBC- Permit D05 -214 Printed: 08 -22 -2005 City 6Y Tukwila Department of Comnittnity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: cOukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number DOS -214 Issue Date: 08/22/2005 Permit Expires On: 02/18/2006 Permit Center Authorized Signature: �! Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I authorized to sign and obtain this development permit. Signature: Date: /.n "r — Print Name: P�L�� 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: IBC- Permit D05 -214 Printed: 08 -22 -2005 r ZZ SZ U M0 U) LLI J H Co U.. WO �d H= Z O w w. �5 � o ON 0 F— w w. z LL —O 111 Z co O Z Ag City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 0041000167 Address: 4013 S 148 ST TUKW Suite No: Tenant: SINGH RESIDENCE Permit Number: Status: Applied Date: Issue Date: DOS -214 ISSUED 06/23/2005 08/22/2005 1: ** *BUILDING DEPARTMENT CONDMONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. Z Z �w ug � UQ C O J F Co U_ w LL Q Cc =w t- _ Z P . t~ O w ~ w U� O - � F- w ~ F- U_ w U= O F- Z 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 14: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 15: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall doc: Conditions D05 -214 Printed: 08 -22 -2005 'g;Eh wd y.r kfuti �:z:a. 1lti G) • • �.. -� Cit of Tukwila We Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. z ice 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of J.- w Public Health - Seattle and King County (206/296- 4932). D 17: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department JU U o o f Labor and Industries (206/248- 6630). Cl) = J � 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, N LL any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits w O 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. cn d 19: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** Z H 20: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and w completion of work at least 24 hours in advance. O 5 U� co 21: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be o underground from the point of connection on the pole to the house. w w 22: Any material spilled onto any street shall be cleaned up immediately. �U LL 23: The Land Altering Permit Fee is based upon an estimated 40 cubic yards of cut and 20 cubic yards of fill. If the final Z v quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference O in permit fee prior to the Final Inspection. Z 24: 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. 25: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 26: ** *FIRE DEPARTMENT CONDITIONS * ** 27: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 28: Fire hydrants are required as detailed in City Ordinance #2052. 29: In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular travel distance from the nearest hydrant exceeds 250 feet. 30: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width an approved turn - around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) 31: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. doc: Conditions D05 -214 Printed: 08 -22 -2005 E fg Cit y of Tukwila i9o8 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i j 32: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of I such condition or violation. i { 33: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. I * *continued on next page ** i dom Conditions D05 -214 Printed: 08 -22 -2005 City of Tukwila Teoe Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Date: 22 doc: Conditions D05 -214 Printed: 08 -22 -2005 � g 1906 CITY OF TUKWIL4(' Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Building Permit No. 0 a1� Mechanical Permit No. 11) 0 5` 6 q Public.Works Permit No. Project No. use Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE:IOCATION Z / /3 S /` J � S � � f King Co Assessor's Tax No.: Site Address: ` �U��s Q� ,�_ 6 � Suite Number: Floor: Tenant Name: � 1�� New Tenant• ❑ .... Yes ❑ ..No Property Owners Name: /2 15/cf��` �$�/II C� /� 601:2 NJ/ 7 S7NG Z- / . Mailing Address: / 7 , 3 �L fit/ f,�(41, - V2 �QS - 3 - City State Zip CONTACT PERSON Name: /(-' R_. /d' 1 e- 15 /�/ J Day Telephone: O 6 - 6 S C3 - 9 D Mailing Address: 1 4 ° 1 •, 3k f LLD 0 OW 000 LLD R !a 2 q- City State Zip E -Mail Address: ��NU�->' /2 Sf� f G `j00. yam, Fax Number: 57 - °! 4 G - '9 GO 6 GENERAL` CONTRACTOR INFORMATION (Mechanical Contractor information on back page) Company Name: Mailing Address: ' go D/2yw14 Z L City Stale Zip Contact Person: C ug Day Telephone E -Mail Address: Fax Number: Contractor Registration Number: � � c(� S M DRY O �� � l � Expiration Date: O (-!- O'2 -0 * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF RECORD ' — ,All: plans must be wet stamped by Architect of Record Company Name: C R*q M c - _ , & tip / 6- Mailing Address: f 8 ©6 C) Z A Ave) S -_;21�: Id 7 * N 7 IV 4 q 9 0 3 °< City State Zip Contact Person: k2 14 L / 441- t Day Telephone: L1,R S_-- 9 E -Mail Address: L x 10 (2 yeX, 2 Z4 /A1- Cn ^_, Fax Number: Z/- e ENGINEER OF RECORD - plans must be wet stamped by Engineer of Record Company Name: Mailing Address: /V. E /� City State Zip Contact Person: muz ay l� d t�?J:LL_ Day Telephone: 1 5" E -Mail Address: 4 +>7e-_:: S � Fax Number: \pertnits plus\icc changes \permit application (7 -2004) Page I i Z ;3: Z �W QQ� JU UO (J) 0 J I_ 00 W WO 95 W to 2 FW Z �_O Z I— U� 0 F- WW H LL O Z CO) O F ' Z R BUILDING PERMIT INFO , ON - 206- 431 -3670 3 ., Valuation of Project (contractor's bid price): $ A- l'oP Existing Building Valuation: $ Scope of Work (please provide detailed information): Will there be new rack storage? ❑ .. Yes 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): 6 ok 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 PROTECTIONIHAZARDOUS MATERIALS: ❑.. Sprinklers ❑ ..Automatic Fire Alarm ❑..None ❑ . Other s eci (P fY) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes No If' yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Nlateri Safety Data Sheets. :r I �i %permits plus%icc changes \permit application (7 -2004) Page 2 - -- �: t,. t Z ul UO N CO W J = N CO W W } OO oC Ei LLQ to � = �W Z = F- H O. Z H W U� ON o�_ WW H3 IL O .. Z W U CO) O Z Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I `Floor 3 2 Floor //5� P 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): 6 ok 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 PROTECTIONIHAZARDOUS MATERIALS: ❑.. Sprinklers ❑ ..Automatic Fire Alarm ❑..None ❑ . Other s eci (P fY) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes No If' yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Nlateri Safety Data Sheets. :r I �i %permits plus%icc changes \permit application (7 -2004) Page 2 - -- �: t,. t Z ul UO N CO W J = N CO W W } OO oC Ei LLQ to � = �W Z = F- H O. Z H W U� ON o�_ WW H3 IL O .. Z W U CO) O Z -.AA PUBLIC IT — - 3 -Ol Poo Scope of W 1 ide det d ormation): Call before you Dig: 1 -500- 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ..Tukwila ..Water District # 125 ❑ .. I- Iighline ❑ ...Renton `..Water Availability Provided =` Sewer District `'j ❑ ...Tukwila Va1Vue ❑ .. Renton ❑ ...Seattle '::i ❑ ...Sewer Use Certificate Sewer Availability Provided ❑ .. Approved Septic Plans Provided El ...Septic System For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. •:� jj `i Su fitted with Atmlication mark boxes which apply): ..Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Dram e) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis El ... Bond ❑ .. Insurance ' . Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless Proposed Activities (mark boxes that applv): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ Right -of -way Use - No Disturbance ❑ .. Right -of -way Use — Potential Disturbance ,..Construction/Excavation/Fill - Right -of -way / Non Right -of -way V - /I,,�. Cut 40 cubic yards "� ❑ Work in Flood Zone V 11 Total - Total Fill � cubic yards f Storm Drainage ®..�Y �`-~�`'w1 t ary Side Sewer El.. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities E1.. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements E1.. Pavement Cut ❑ .. Trench Excavation ❑ ...Trafc Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water ���"/� y�) �j{ I � Permanent Water Meter Size..." WO# ❑ ...Temporary Water Meter Size.. WO# ❑ ... Water Only Meter Size............ WO# ❑ ...Deduct Water Meter Size ........ it ❑ ...Sewer Main Extension ............ Public Private ❑ ... Water Main Extension .............Public Private FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) El—Water ❑ ... Sewer ❑ ... Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip t i %permits pluslicc changes\permit application (7.2004) a Page 3 Z iH Z a W �U UO Cl) C0 LL Wo LL. Q = CJ W Z H Z 0 W 0 F— W W H� LL. Z W U= O Z F RECHANICAL PERMIT IN O ATION - 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City, Slate 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).►$ , �y �o7) :- ` Scope of Work lease provide detailed information): ��� P (P P ) � –t.d�1 s^Q-- Lb�� 02 .gcp - J� A Use: Residential: New ...., Replacement..... ❑ Commercial: New .... ❑ Replacement..... ❑ Fuel Tag Electric ..... ❑ Gas. Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Q Unit Type: Qty Boiler /Com press; r: Q Furnace <1 BTU Air Handling Unit >10,000 Fire Damper .�, 0 -3 HP /100,000 BTU CFM Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected Thermostat 15 -30 HP /1,000,000 BTU to Single Duct -SaspcmicdW lfFloor Ventilation System Wood /Gas Stove 30 -50 HP /1,750,0 D:3j- YU' -•.1 --�;• Mounted Heater Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Incinerator - Domestic Emergency Heat/Refrig/Cooling Generator System Air Handling Unit Incinerator – Comm/Ind Other Mechanical <10,000 CFM I Equipment 'PERMIT APPLICATION NOTES — Applicable to all permits in this application PP P � PP � � �r Value of Construction – In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review – Applications for which no permit is.issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: – 2-3 0 .•� � �• Date: Print Name: I& A A/ .5 ox1r;,4 Day Telephone: 50 – 7/ � Mailing Address: kl b .4221 //e: &) el y490 City State Zip E Application Accepted:: Date Application Expires: I Staff Initials: �o a ICY C %d - /a-3 ) 0 \pennits plus\icc changes \permit application (7.2004) Page 4 i .. I ) t Z ~ W JU UO O W= >– NLL WO 9_J LL < D 0 = 1.. W Z I– W UJ U� O N O H WW u O 111 Z U= O Z � �JY \VJLI, tV .. :► ' .:� City of Tul -wila tone 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0041000167 Address: 4013 S 148 ST TUKW Suite No: Applicant: SINGH RESIDENCE RECEIPT Permit Number: Status: Applied Date: Issue Date: D05 -214 ISSUED 06/23/2005 08/22/2005 58.00 08/23/2006 10:10 AM $0.00 Total: 58.00 8951 08/23 9716 TOTAL 58.00 doc: Receipt Printed:' 08 -23 -2006 4 Z a-- Z, U O`, CO) W= LL W O. N d. HW Z� �O UJI Z CC I— G 5: U :O N:. — C1 H = V; �; o —Z ; U W O Z. Receipt No.: R06 -01327 I Payment Amount: ! Initials: JEM Payment Date: User ID: 1165 Balance: 1 Payee: RASHPAL SINGH C TRANSACTION LIST: i Type Method Description f i Amount ---- - - - - -- -- - - - - -- --------------------- - - - - Payment Check 1042 -- ------ - - - - -- 58.00 i ACCOUNT ITEM LIST: Description Account Code Current Pmts -------- - - - - -- ------ - - - - -- ---------- - - - - 1 PLAN CHECK - RES 000/345.830 -- ------ - - - - -- 58.00 D05 -214 ISSUED 06/23/2005 08/22/2005 58.00 08/23/2006 10:10 AM $0.00 Total: 58.00 8951 08/23 9716 TOTAL 58.00 doc: Receipt Printed:' 08 -23 -2006 4 Z a-- Z, U O`, CO) W= LL W O. N d. HW Z� �O UJI Z CC I— G 5: U :O N:. — C1 H = V; �; o —Z ; U W O Z. City of Tukwila f9ce 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0041000167 Address: 4013 S 148 ST TUKW ' Suite No: ' Applicant: SINGH RESIDENCE Permit Number: Status: Applied Date: Issue Date: D05 -214 APPROVED 06/23/2005 Receipt No.: ROS -01243 Payment Amount: Initials: LAW Payment Date: ' User ID: 1630 I Balance: Payee: RASHPAL SINGH TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- Payment Check 1006 - - - - -- ------ - - - - -- 2,510.09 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- BUILDING - RES ---------- - - - - 000/322.100 -- ------ - - - - -- 2,335.44 PLAN CHECK - RES 000/345.830 58.65 PW LAND ALT PERMIT FEE 000/342.400 23.50 PW PERMIT /INSPECTION FEE 000/342.400 88.00 STATE BUILDING SURCHARGE 000/386.904 4.50 2,510.09 08/22/2005 09:27 AM $0.00 Total: 2,510.09 6362 08/22 9716 TOTAL 2510.09 doc: Receipt Printed: 08 -22 -2005 Z jF Z. W J U U O W LU -J !2 W' W O: LL CY =W H Z H O Z W �5 �p :O N• 0 H W UJ H Ly 16 — O� LLI Z ' U =, O Z f f T k it a City o u w ? 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0041000167 Address: 4013 S 148 ST TUKW Suite No: Applicant: SINGH Permit Number: Status: Applied Date: Issue Date: DOS -214 PENDING 06/23/2005 Receipt No.: R05 -00915 Initials: LAW User ID: 1630 Payment Amount: Payment Date: Balance: 1,797.39 06/23/2005 03:07 PM $2,337.72 Payee: RASHPAL SINGH TRANSACTION LIST: s Type Method Description Amount Payment Check 1003 1,797.39 ACCOUNT ITEM LIST: 1 Description Account Code Current Pmts PLAN CHECK - RES 000/345.830 1,459.39 PW BASE APPLICATION FEE 000/322.100 250.00 PW PLAN REVIEW 000/345.830 88.00 Total: 1,797.39 r r 123 Sf ? T IBIAL lad..; doe: Receipt Printed: 06 -23 -2005 Z Z' � w U U O� No co LLJ J F co w O;. U. CO d Z H I— O Z I-- W Uj � p, O N_: � F- W uJ F- U LL .Z W O Z nk I N S PECTION RECORD E Retain a copy with permit INSPECTION NO. ER I CITY OF TUKWILA BUILDING DIVISION 0 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (20Q431-3q7 Project: Type of Inspection: A Address: Date Called: Approved per applicable codes. Corrections required prior to approval. Special lbstructions Date Wanted: p.m. Requester: Phone No: COMMENTS: z Z W 30 C.) O� CO) 0 CO) W X W . —J l.- 52 LL W 0 9:3 U. 0 LLJ z I- 0 z H W LU 5 C.) O N 0 W Ly LL Lll z W z Approved per applicable codes. Corrections required prior to approval. COMMENTS: W Da C-(— In a r: 00 REINSPECTION FEE REOUIRED. Prior inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Cat( to secheclute reinspection. Rec N 1pt o. Date: I z Z W 30 C.) O� CO) 0 CO) W X W . —J l.- 52 LL W 0 9:3 U. 0 LLJ z I- 0 z H W LU 5 C.) O N 0 W Ly LL Lll z W z I � INSPECTION RECORD J' Z � L Reran a copy with permit INSPECTION NO. PE I N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 Project: Type of Inspection: Address: Ni Da a Called: Special Instructions: Date Wanted: Requester: Phone No: / Approved per applicable codes. corrections required prior to approval. ' COMMENTS: �i is J,. I 1 _ f { Cam' iSf l i Ins ector: Date: I n X58.00 REINFK 710H FEE REQUIRED. Prior to inspection, fee must be 11 Receipt No.: Date: i z � C W C G 5 UO Co CO) U) U- W O. LL Q = �W z H Z 0, LU 5 O �. D H WW U' ILL 0 tll z CO) O~ z Proje Type of Inspection: Address: %' Date Called: Special Instructions: Date Wanted: —� �. M Requester. one No: 9 ,3, /- 96/ w Z �W Q� 3 UO U) 0 W= J (.- CO) L W O I-j LL Q. d ~W Z F H O Z F- 5 U� CO 'W W L O 111 Z U =- O� Z wR;'A^.}'K' ».tM.•'TI � ^•t.�. V N+ 't-Y .�ri -' �t .�.;....�. ... .,... �,�.. -. �,•. K.. :... . Ji'.'Yt�e.`�"r.^- •Ft?•`h , '�^r^^^''- ..e1'.t,..l ^..`Fw^ INSPECTION RECORD 905 2 f 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: S � n h Res, Type of Inspection: Address: 1 3 5 14 8 St Date Called: _ q-07 Special Instructions: Date Wanted: G , a. m. p.m. Requester Phone No:2-53-831—e6 I' a Approved per applicable codes. Corrections required prior to approval. kd ;r Vii.. I N. I .i t .f { Inspector: l / , Date: / C —Lt_) 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. Z �Z W QQ � JU 0 N 0' U) J � LL WO : L N d W 1- O W H-. 5 O CO) W Ly u. O W Z N O 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 Approved per applicable l� Project:: , Type of Inspection: Address: Date Called: 8 Z a S, Special Instructions: Date Wanted: a.m. p.m. Requester: O K- Phone No: d Corrections required prior to approval. COMMENTS: C o g U ( cc 4. $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z iH Z UO y0 J H �U- WO � U. Q U) d LU Z 1-- 1- O W F— W U� ON C3 H W W LL O. W Z co z m'.urrfi y .v»t wn_ o ... .:r-. ,i.K niy ... .. ,...,- ...... .., ,.•,. 4:. I INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 7 r 1 � r.. Project: Type of Inspection: ' Approved per applicable codes. Corrections required prior to approval. COMMENTS: t i I; j. i' t f 1 Y` f '1 I 4 E { 4 x Inspector Date: $58.00 REINSPECTI FEE REQUIRED. Prior to inspection, fee must be t paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: ' s r Z W JU UO D LU S2 LL W O U. N d H W }- O Z H W �a U � N 0 H W W. H �. W Z UJI U= O F- Z Address: Date Called: Special ln5tructions: Date Wante Requester: Phone N Z W JU UO D LU S2 LL W O U. N d H W }- O Z H W �a U � N 0 H W W. H �. W Z UJI U= O F- Z �'j"' {'•.r ... . . Y�•+- �r.w+.�- r�r .�}+rr.�:_�.. -s- ��;, ��..:. �..- .- .._a,+;.r. .•�a.•.:.:.�: ".>/ tF.ts� INSPECTION RECORD d Retain a copy with permit Dos- INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: Address � � � �� 90 Date Called D Special Instructions: Date Wanted. a.m. k Requester Phone No: 0 I F Approved per applicable codes. Corrections required prior to approval. S Inspector: Date: Z r- Receipt No.: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectior 1. 1 I . Z �W Q� J U. U Q' Cl) W �L WO LL 4 co) Z Cy F- W Z I— W O LLJ U� o� W UJ H~ LL. .. Z UN H � O Z ^NYM�,"�f. s'y.'.1 .+f.�:- 'Y\= •�:,f:a }it f Y..- 'MY�r+�. .tY.. � { .. i �_ r .. .. � N:+_., e ... r s.._ a v, ., }.. + INSPECTION RECORD oo 2 14 Retain a copy with permit INSPECTION NO. PERMIT NO. i CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Protect: Type of Inspection: 5; V% k Res. :SD LA a Approved per applicable codes. Corrections required prior to approval. L�. I i COMMENTS: Address: 40 1 35 , i � + Date Called: 6 C � 8 Special Instructions: Cail V AS hpa z. l '� hr l�-bre insp. Date Wanted: a.m. -2 -Oh 8 p.m. Requester: �as�i ai "5 i n Phone No: � _ 650- 7 f o0 a Approved per applicable codes. Corrections required prior to approval. L�. I i COMMENTS: �' i E+ S Ujlrj b L IR WA lz I IJ tJ tb CA Inspector: Date: ( b L 7 J- 0- 6 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectior Receipt No.: Date: Z '~ W , UO (1) 0 w= J fA LL,. W �• LL Q = �W Z ' Z � F- O W ~- W U� O - 0 H W LU LL D - Z LLI CO) H =; O Z INSPECTION RECORD Retain a copy with permit, INSPECT ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36 0 Project: 5'2,geM A Type of Ins eckion: ZL Addr S.A T ? - �� 1 —17,14eA Date Med/ Special Inst r uctions: Date Wanted M. ;6 p.m. Requester: Phone No: Date: —1 Rec eipt No.: 7�7 Z zs W L QQ Y 0, 00 (no W W N O W U_ 3: I.-WT Z l'- 0 z � LU L1j 5: U CJ) 0 LLJ L u 10- — A 8 L Z: tii C0 C.) px� 0 z paid at 6300 Southcenter Blvd., Suite 100. Call to sechedu e reinspection I NSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 M (2O6)431-36ZO Project: Type of inspection: Address: Date Called: Special Instructions: Date Wanted: (a. M JC p. m. Requester: Phone No: H ':,.; Approved per applicable co des. Corrections required prior to approval. El COMMENTS: ' t 4 Y71A Inspector: .3 J� V $58.00 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. [Receipt No.: D ate: Z Z� 5 :-j 0' 00 C j) 0 Cl) UJ Lu :r -j Ir- Cl) LL 0� LL Cf) Cy 3: 0 !- U O O S2 � 0: Z. Z 4 INSPECTION RECORD Retain a copy with permit INSPEtTION NO. PE , CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 Project i Type of Inspection: � Address: d Date Called: Special Instructions: Date Wanted: .` . P.M. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. `$ COMMENTS: a4 I s G t I� ii i� '1 I i t Inspector: Date: Receipt No.: Date: /..........„. i. t, cS;:. iz.:}' �q: ka3 }rci.4:Y:+.F�',t.K{;,`il.tifh:Cv1 •S - tt:; . f:C.:`�wrY;,"�vn',;. i Z , �Z q �W W U O' N O co LU J� C0 L W O � LL Q C l) S �W Z� f- O W ~ W Cl ON 'W W - Z ldl CO Z �--� paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection I V INSPECTION RECORD Retain a copy with permit b�5 INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)431 -3670 Pro'ect: / / A Type of Inspection: Addr1 '5 ' / `7' 7 C1 `7' Date Called: Special Instructions: Date Wanted: a -. , -- - 0 .m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. El c= OM ENTS: Inspecto Date: $ 00 REINSPECTION FEE EQUIRED. Prio to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. all to sechedule reinspection. R ceipt No.: Date: ,.yX. r..r:..k� "• - ,�'ir '�t'� ° ;s;C . k.i ;i�_t•.. �iir:C tr�'r'r }t •n. .ic,•t __ .: .. .. ; ...• ': - -"'°" S Z Z. � W W =. UO Cj) co) LU J � C0 U. W O, LL N Cy = W F- O W H- W U� O -. 0 H- . W H H u. O tll Z W P= z ,:,5 C�.ktt��+.� r67s `? } a2�� 7�1 i i'4 �.{t e l 11 �: �h 'c �; n < s'. e i r �`�'• , INSPECTION RECORD Retain a copy with permit INSPECT (ON NO. PER O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -3 7 Pro f l � �� Type of Inspection: Ad rest s Date Called: Special. Instructions: Date Wanted: Date Wanted: Requester: Phone No: ... Approved per. applicable codes. Corrections required prior to approval. .. COMMENTS: � I 'r �E l % I t= ' a Y: Ins cto Date �1 c" $ 8. 0 REINSPECTI N FE REQUIRED. Prio to inspection, fee must be s 1 pa' at 6300 Southcenter tvd., Suite 100 Call to sechedule reinspection. Receipt No.: Date: Z Z. � W 5' UO moo W NL W O: 9 -5 LL Q 2 �. W 1— O W H- fy U O N' to W W U= O Z . "F�i J INSPECTION RECORD R a copy with permit > C/ INSPECTION NO. PE I I �., CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 q f Pro' t: ! f (��J Type of In g { Ad r p S j L' Date Called: Special Instructions: Date W9 t : .� / a.m. p.m. Request r: Phone No: roved per applicable codes. Corrections required prior to approval. P PP q P PP COMMENTS:.. r: I lk pect Date: q '� 0 REINSPECTION FE REQUIRED. P or to inspection, fee must be pat 6300 Southcenter-Blvd., Suite 10 . Call to sechedule reinspection. Receipt No.: Date: Z W UO CO o. w� N LL WO Q � Q I N� = a W ZO WW U a. O N 0 H. =U LL tll Z U N. O Z ........... ... . INSPECTION RECORD R I Retain a copy with permit 0 INSPEON NO, PER 0 CITY OF TUKWILA BUILDING DIVISION 0 r6300 Southcenter Blvd., #100, Tukwila, WA 98188 n *206)431-3 70 r. P 'ect I � I IQ G ti 1 Type of lnsp-ect* t-- I — Addrefs: I L/ 0 Date Called: }-Spec Instructions: Date Wanted- a.m. Requester:. Phone No: is E] Apgroved . per. applicable codes. . WCorrections required pric0rfo approval. 41 COMMENTS: I tj t lnspec � jo Q /&j S w ' i� Z LU U 0 CO a C0 LLJ LLI X _J I.- Cl) LL W O 2� 9-1 LL CO LU UJ 5 L) .0— 0 H_ UJ LL J L 0. N W CO) C.) P X. b F-, z lnspec ite* Date: 8.00 REINSPECTION FIE REQUIRED. Prior t, inspection, fee must be I r Rf."d at 6300 Southcente I lvd., Suite 100. C I to sechedute reinspection. Welpt No.: Date: Z LU U 0 CO a C0 LLJ LLI X _J I.- Cl) LL W O 2� 9-1 LL CO LU UJ 5 L) .0— 0 H_ UJ LL J L 0. N W CO) C.) P X. b F-, z "ti`, i IN SPECTION RECORD Retain a copy with permit INSPECTION NO. PER UIN . CITY OF TUKWILA BUILDING DIVISION 6300 SOLIthcenter Blvd., #100, Tukwila, WA 98188. (206)431-3670 Project: A/ Type of Inspection: Fhl"'Pll A/ Address: , zI013,5- Date Called: Special Instructions: Date Waritod: P-M. cl*_00— Requester: Phone No: Approved per applicable codes. F1 Corrections required prior to approval. W, COMMENTS: Ai A4 '4.xjeAd-) < \AAJ AD,14 wa ' V Yq 0 f r ta 40 AP P e' /J b 3f to inspection, fee must be Date: z Z W LL 5 rU 00 to 0 CO) LLJ LLJ CO LL W O 2 � � :3 LL Cl) m a W 11-0 z I- W LU 5 co C) LU LL O. itLl z Cl) 0 �z ' I NSP ECTION ECTION RECORD Retain a copy with permit INSPECTION NO. PE N O: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431-367 Project: - R 5 Al Type of In ti A ddress: Date Called: Special Instructions: Date W ed: a. m. V Requester: Phone No: Fl Approved per applicable codes. ❑ Corrfictl - e 'proval. COMMENTS: ZI/ /< OF Ileo"' 7 6--f d r e 136 'ru >i S OZ7-r"' 117P1 / ' c / t- �r -F v-e :5 Z2 e 4 E 8 00 REINSPE paid at 6300 Sot t....,........,,,.&:,.., r-- --f- &,- Date: LV z Z W J LY 00; NO C0 W LU -J Cl) LL LU O. 2� 9-1 LL < C') =), CY W z = 11-- Z O . �— UJ = CO) 0— W Lu 1: u. 0 lii z (0 L) z S% INSPECTION RECORb rr Retain a copy with permit J" INSPECTION NO. PER IT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)4 1 -36 fi Approved per applicable codes. Corrections required prior to approval. COMMENTS: L -s r t f Y i, 11 Ir v Inspector: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be t paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project: ,., ,,. t• . Type of Inspection: Addres Yy � Date Called: Special Instructions:. -' Date Wanted: a.m. Requester: Phone No: I Z Z �W 0O wW J C0 LL WO LL = �W Z �. H O W ~ W U� O N � H W 2 F.. U LL —Z LLi U= O ~. Z �.Y�'Gt�i.�. �,y�yG • tfd j. L1ti T>?I4hY 4 T I' •y.� xr�(rt t�.'t .1 � 1 ! i ... , . � i a I k,i i ;INSPECTION RECORD Retain a copy with permit INSPECTM NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 t i . 4 I ' ;i. Project: �, Typq of Inspection: Address: Date Called: Speci I' Instructions: Date Wanted: a.m. --�� CP.M. Requester: Phone No: uE 4�- Approved per applicable codes. Corrections required prior to approval. ( ° " COMMENTS: Receipt No.: Date: Z QQ S Z � Q d — W W 00 to CO) LLI W = CO) LL 2 LL Q N� _ C3 W Z� ZO W LIJ �p U C) =W �U LL On 1- 111 z _U� 0 Z u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. - '.�:a:` •�1 INSPECTION RECORD f Retain a copy with permit �� - INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: % I N &w RES Type of Inspection: M It Address- y o r � S - i' 1-16 st Date Called: ( -- 2 - --o'4 Special Instructions: Date Wanted: a , Requester: Phone No: 2 - 3 -y2G M Approved per applicable codes. r Corrections required prior to approval. i • R-3 LZ LT .11 1 Receipt No.: Date: �nspector: 1 uate: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z Z W W J U CO 00 C0 � W 2� U . F- W ZI. �_ 0. W 5: U 0 0 I_- W W �U W Z. U U. F— O Z t' . ri:G: � ^S�L.ir • �tL:�1.. -� ....- _.4}r+f- c w . r ... .... � ... ..._.... .. _� ....._ � . __.. — _ INSPECTION RECORD Retain a copy with permit INSPECTION N0. P T. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 6j431 -367 Project: Type of Ins coon: �7 Address:. d 9 ate Called: Special Instructions: Date Wanted- a . p. m Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. C MENTS: t Inspector: Date: $58.00 REINSPECTION FIE REQUI D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. ipt No.: Date: y w { I Z W W JU UO. CO 0 w =. to LL W 0 LL co �. = a �W Z H zO W � p O �, 0 F- WW H� LL 111 Z `U N Z INSPECTION RECORD ` Retain a copy with permit INSPECTION NO. PE CITY OF TUKWILA BUILDING DIVISION' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Project: Type of Inspection: Addres Date Ca led: 4 Special Instruc ons: Date Wanted: a.m. Requester: Phone No* -3 F Approved per applicable codes. OCorrections required prior to approval. COMMENTS:' l� c Uzi !a r G Receipt No.: Date: U paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection Z Z . � W W = .J U 00 Cl) im C0 =, �- 00 LL W O 2� 9Q = a W ' ZH F- O: W �5 U a F- .W W LL H —0. W Z CO) O Z 7"""777-77 7--- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20643,1 3670 Pr Q q1t: Ty p� of Inspection: Address: U- ) hisfrtrCtio Date Called: SpUla n s: i,�.�t l� , +�C� Date Wanted: p.m. Requester* Phone No: A pproved per applicable codes. Corrections required prior to approval. COMMENTS: Ag - 7' Afd!22 I/V j1rNZCto4:/ Date: 2 - y" UAA'f'-:� _ A,/ A I/ a $ .00 REINSP TION FEE REQUIREX,. Prior to inspection, fee must be pid at 6300 Southcent�r Blvd., Suit 100. Call to sechedule reinspection. Receipt No.: I I Date: tJ z Z W 00 ( (1) W LLI X —J i.— CO LL LIJ 0 2 �. 9:3 LL a LLI W LLj 25 CO) 0 LLI W : 5 � F - F- LL () f1i z co) z " r 77 INSPECTION RECORD Retain a copy with permit INSPEgTION NO. ;P �11 T. N 10. � : CITY OF TUKWILA BUILDING DIVISION4 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 ject: ,, Type Inspegti Y � Adilies Date Called: Spdciai instructions: Date Wanted: 1 I p.m. . Reqge ter: . �ste Phone No 2QL4 - ' qApproved per applicable codes. El Corrections required prior to approval. CO"�ENTS: nsdector Date: r K ;25 REINSPECTION FE REQUIRED. P. o 1 r to inspection, fee must be 'Q 'I 0 F 0 Id ( _p I a 3k P0 t 6300 Southcenter B d., Suite 1 0. Call to sechedule reinspection. teceipt No.: I Date: Z 3: Z LU 00 to a co W W CO LL W O LL CY W 10 z �_ W W 5 O CO) W X LL iil Z co 0 z INSPECTION RECORD a� Retain a copy with permit 5 INSP ION NO. PERMIT N0. �` " CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PAect: Ty p f Inspection: a l ess: r) 14S Date Called: O Spd Instructions: Date Wanted: Z � a.m. Requester - • Ph N o / Approved per applicable codes. Corrections required prior to approval. Receipt No.: Date: Inspect uate: $58.00 REINSPECTION rEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z H W C.) 0. N O V) J l.-. S2 LL w J LL Q CO) = f .. w I— O W I— w V O O N: o1-- w LL —0 I11 Z U CO). 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 -36 Pr ' ct: ,/ e)o�n 4 Ty e Inspeg" t - f.1GC.G f Ad ¢f5 / IP Date Called: 161 17165 Special Instructions: Date Wanted: Z� /ff n � a V eA' Requester: c- Alic �e h!:n�eN o: Z Z � W� UO (/) w= J (- N LL W O 9 - LL < = F - W H O W H W U� :O N 113 F- WW L- O W U= O~ Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ff 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670V Proj/ L.dt Typ n ctio Iva- Ad 6 r C � Date Called: ) D 1 Spedial Inst uctions: Date Wanted ^ to (J p.m. Requester: Q Phon in, `7 o ❑Approved per applicable codes. COMMENTS: erections required prior to approval. ii !n ect � Date:/ D 2 1 2 $58. REINSPECTION FEE RE u1RED. P or to inspection, fee must be p at 6300 Southcenter Blvd., Suite 1q0. Call to sechedule reinspection. eipt No.: I Date: Z W fY � JU UO rn W ` J � LL WO LL Q N d. = W ZF l,- O WH �j :O N. � H WW U U- ~O' .. Z W CO) H O F-. Z IN SPECTION RECORD N5 Retain a copy with permit D L oZl INSPECTION NO. PE ''CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 0'6 )431 -3670 Pr ' Type of Inspection: _ M 0 /1 4? _�ect: - Addres • Date Called: Special Instructions: Date Wanted: o lbgo Lot Requester* I Phone No• �) I -e 0 Ck114CK C -C�- P qQ S Approved per applicable codes. Corrections required prilor to approval. COMMENTS: 4 4- i i Receipt No.: I Date: I Z Z QQ LU L) 0 N a CO W LU :r CO - CO LL 0 -j LL LU Z H 0 W H— W 5 O'cl) W O. z ed CO) X •Z� . paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Pr ' ct: --� d hi /C. Type of In pe tion p - �2� Address: f Date Called: Special Instructions: Date WankV Requester: Phone No: i pproved per applicable codes. Corrections required prior to approval. COMMENTS:.. t � i A t 3= z: i Q S nsp ctor• at E 58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. C ll to sechedule reinspection. Receipt No.: Date: :1 Z F= fY W W� J U. UO N CO LU J � Co u_. W O LL Q Cf = W Z� 11-- O. 5 U �. O N, 0 H- W LJ H H LL O . .. Z W CO O Z INSPECTION RECORD 0(� - 032 Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila. Wa. 98188 9ni;- 1;71; Project: S w G S ! t> e Type of Inspection: Address: 1 -16 1 1 $ t Contact Person: Suite #: �p ��Prk I yq�l H Special Instructions: Phone No.: 'Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 N 11 c•. 2 .5 b PM-- z Z Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: il Monitor: Pre -Fire: tI Permits: Occupancy Type: Inspector: 6 , w I L Date: �� - ; _ 06 Hrs.: I r4) p,, $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 r (t z z. �W Q � JU UO J = TU- WO U Q N = �. w z= �O z F- w w U� o� WW U- 0 .• z W U� P H O z a - TINE • Engineering • 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: JOB #: / 0 0t of r BY I� DATE: 1 d� I la Job Name: Lateral Analysis Site Address: 4013 - 148 St. S ( Lot # 3) coft Jurisdiction: Tukwilla Plans By Crane Design Plan Number /Job ID: #010401 Design Specifications_ 2003 IBC STRUCTURAL ENGINEERING ADDITIONAL 6g �O REQUIREMENTS OR CHANGES TO PLANS s a t 'g �t - jt 19969 ARE AS SHOWN ON SHEETS 35 r - o" - I to cs�,��'c1�;gF� •6',9� THROUGH qZ OF THESE CALCULATIONS pn OjyAL WITH NOTES, SCHEDULES & DETAILS 0 PER DRAWING No.TSE -1 THROUGH XPIRES 08/20/00 TSE- OR COMA ENGINEER'S SEAL IS FOR LATERAL LOAD CODE DESIGN DUE TO SEISMIC AND WIND FORCES AP PIROVE-) ONLY. GRAVITY LOAD DESIGN IS THE g 2005 RESPONSIBILITY OF THE BUILDING DESIGNER. AU© EXCEPTIONS: No.N E v 4.1 03c — � �iti1a Ci I CT �k� ;1(j _ z �Z 00 N o co LLI J !2 LL w 0 LLQ to = F- w Z f- ZO w w U o 0� LLI =U t1 O w z U =. O !— z Building Type: Low Rise, Simple Diaphragm Importance Factor: 1.00 Basic Wind Velocity: 85 mph Wind Exposure: B C /�'R�C�EO Snow Loading: 25 psf OF 7 �, Seismic Use Group: R: I 6.5 /L_4 ��� ' 3 2005 % of Snow Incl. w/ Seismic: Soil Site Class: 0 D SIT Analysis Procedure: Simplified Ss : 135 % g is for Load Combinations: ASD Basic hi engineering Use for a single buil Building Design Parameters: fora single stnrot Roof DL: Floor DL: 15 10 psf psf pern>iit Engineer's ' nat 'ast Wall DL: 10 psf be on va Levels: VARIES . P() . Level Names: UPPER AIVI MAIN STRUCTURAL ENGINEERING ADDITIONAL 6g �O REQUIREMENTS OR CHANGES TO PLANS s a t 'g �t - jt 19969 ARE AS SHOWN ON SHEETS 35 r - o" - I to cs�,��'c1�;gF� •6',9� THROUGH qZ OF THESE CALCULATIONS pn OjyAL WITH NOTES, SCHEDULES & DETAILS 0 PER DRAWING No.TSE -1 THROUGH XPIRES 08/20/00 TSE- OR COMA ENGINEER'S SEAL IS FOR LATERAL LOAD CODE DESIGN DUE TO SEISMIC AND WIND FORCES AP PIROVE-) ONLY. GRAVITY LOAD DESIGN IS THE g 2005 RESPONSIBILITY OF THE BUILDING DESIGNER. AU© EXCEPTIONS: No.N E v 4.1 03c — � �iti1a Ci I CT �k� ;1(j _ z �Z 00 N o co LLI J !2 LL w 0 LLQ to = F- w Z f- ZO w w U o 0� LLI =U t1 O w z U =. O !— z TSE PROJECT: • Engineering • 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 i ELeVAT1005 /W►Nn A t 6RIP.S. 2 A JOB 3'zQ BY: W DATE: rRON r Ri. &Kr q 0 Te : D4 5 If ED L ,j NE WplelAT65 OUT LINE' assoffiEP B y 6DMpv Z H Z 3 UO W = t— �LL WO � LLQ = �W Z H H O Z F- III 5 U� O N, O E- W Lu F U- O wz U =. O Z PROJECT: JOB M 3 3 8 BY: �'Llw DATE: Wl zo. a6 z ' V�t G��ds ROOM ,zs ' e 7 _ L ro (i1�YOw {OYI �a Mw�re ML (Tlt . RaYI ML i Z � W W� JU Uo U U: W= J � co) L W o, LL Q co) =d W ?� F- O z �- W W U� o co) W LL ..Z Uco) O Z 'Sob# j3Z8 Plan Number /Job ID #010401 Grid:1 2 3 4 5 6 7 Roof Rise 6 0 26.6 Roof End Zone E E Wall Ht. 8 8 d Zone/ No SW E N E Wall Ht. 10 10 d Zone / No SW E E Width 42 44 X 20 20 LEVEL: UPPER Roof Type 1 1 Ridge /Gable Ht 7.5 7.5 OH left 1 OH right 1 Area left Area right V left 2375 0 0 0 V right 0 2375 0 ! LEVEL: MAIN Roof Type Ridge /Gable Ht i OH left i OH right Area left Area right V left 3275 900 0 0 V right 900 3275 0 } 9 to 12 degrees ft. ft. , ft. ft. ft. ft. , ft. ft. sq.ft. sq.ft. . 0 0 0 lbs. 0 0 0lbs. 0 01 01 ft. ft. ft. sq.ft. sq.ft: lbs. 0 lbs. z W UO C j)o w =: J CO) LL W O U. co d = W Z �.. F- O. z �- 5 ' O C3 F- W W H ui z O h- z... . Job Ss 6x S Plan Number /Job ID #010401 Grid: A B C D E F G Roof Rise 6 0 26.6 E E E Wall Ht. 8 d Zone / No SW E E Wall Ht. 9 10 d Zone / No SW E E Length 40 40 Y 19 25 C LEVEL: UPPER Roof Type 2 Ridge /Gable Ht 7.5 OH front 1.5 OH back 1.5 Area front Area back -42 V front 0 1550 0 0 0 0 t V back 0 1130 0 0 0 LEVEL: MAIN Roof Type 1 # Ridge /Gable Ht 14 OH front 1.5 OH back Area front I Area back i . t . V front 1968 2675 0 0 0 0 V back 1758 2255 0 0 0 f H to 12 degrees ft. ft. ft. ft. ft. ft. ft. i sq.ft. sq.ft. 0 lbs. 0 lbs. ft. sq.ft. sq.ft. 0 lbs. 0 lbs. TRANSVERSE SEISMIC ANALYSIS BASE SHEAR PLAN VIEW r H I F t E ' D C } } 1' 1 B A ,105 3319 Plan Number /Job ID #010401 G R 1731 R 1731 F 3160 F 3160 R 1354 R 1354 Grid: 11 12 3 4 15 LONGITUDINAL SEISMIC ANALYSIS H G 16 17 2 17982 1798 3376 3376 2 2 2 2 1306 1306 2 2 Grid: 1 12 14 5 j Long Walls AS 16 17 lbs. lbs. lbs. 8 lbs. lbs. lbs. 8 t Z �w QQ �, J U UO U W= J H N LL w LL Q' D CY, t .. W z O 2D U0. O =U L ~O` Z W U =, Z Grid: 11 12 3 4 15 LONGITUDINAL SEISMIC ANALYSIS H G 16 17 2 17982 1798 3376 3376 2 2 2 2 1306 1306 2 2 Grid: 1 12 14 5 j Long Walls AS 16 17 lbs. lbs. lbs. 8 lbs. lbs. lbs. 8 t Z �w QQ �, J U UO U W= J H N LL w LL Q' D CY, t .. W z O 2D U0. O =U L ~O` Z W U =, Z Grid: 1 12 14 5 j Long Walls AS 16 17 lbs. lbs. lbs. 8 lbs. lbs. lbs. 8 t Z �w QQ �, J U UO U W= J H N LL w LL Q' D CY, t .. W z O 2D U0. O =U L ~O` Z W U =, Z 1 Job 33 49 1` 0.7E (lbs.) (lbs.) SEISMIC DESIGN FORCES 1212 TRANSVERSE 2186 GRID LEVEL Lsw QE r p QE (ft.) (lbs.) (lbs.) j 1 UPPER 25 1731 0.2000 1731 MAIN 26 3123 0.1330 3123 2 UPPER 0 MAIN 21 2783 0.1468 2783 3 UPPER 25 1731 0.2000 1731 MAIN 38 3123 0.0910 3123 i E r (max) = 0.2000 As = 1720 sq.ft. 2 - 20 / r(max) *SQRT(AB) _ -0.411 j P= 1.000 1� _ ram Plan Number /Job ID #010401 E 0.7E (lbs.) (lbs.) 1731 1212 3123 2186 2783 1948 1731 1212 3123 2186 Fa = 1.00 Sms = 1.35 g SDS = 0.90 g SDC = E i r } LONGITUDINAL 0.3571 AB = 1720 sq.ft. 2 - 20 / r(max) *SQRT(AB) = 0.650 GRID LEVEL Lsw QE r p QE 3376 2363 (ft.) (lbs.) (Ibs.) A i MAIN 8.75 1306 0.1594 1306 B UPPER 14 1798 0.3571 1798 MAIN 14 4682 0.3571 4682 C UPPER 26 1798 0.1923 1798 MAIN 14.5 3376 0.2486 3376 r (max) = 0.3571 AB = 1720 sq.ft. 2 - 20 / r(max) *SQRT(AB) = 0.650 p = 1.000 5�b *33z8 ec. /Ian. 8 Plan Number /Job ID #010401 E 0.7E (Ibs.) (Ibs.) 1306 914 1798 1258 4682 3278 1798 1258 3376 2363 Fa = 1.00 Sms = 1.35 g Sys = 0.90 g SDC = E '1N3iNnooa 3Hl AO AiIlyno 3H1 Ol 3na SI 11301ION SIHl NVH.LHv3lo SS31 SI 3WVH=I..SIHl NI 1NMNnooa 3H131 :30110W �o Q- .n O a w w cn u) En U) V) w ,� U) rn U) c� Z ....................................... ............................... ................................................................... ............................... 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WIND SEISMIC WIND SEISMIC Z1 = 850 390 lbs. Z2 = 0 0 lbs. M1 = 6800 3120 ft.lbs. M2 = 0 0 ft.lbs. M C/L 352 0 400 752 ft.lbs. (DL) (LL) (SL) (TOTAL) ,j M1 (TOTALS) M2 (TOTALS) WIND 5535 ft.lbs. WIND 435 ft.lbs. SEISMIC 2575 ft.lbs. SEISMIC 235 ft.lbs. i CONTINUOUS HEADER DESIGN Materia Type /Specle Grade Fb (psis Fv (psi) CD (WIND) 1.6 Manuf.Lbr CD (SEISMIC) 1.6 Timber CD (sNOV►) 1.15 Dimen.Lbr. DFL #2 990 95 Cr 1 ` I CH 1 Properties: b d S 3.5 11.25 73.8 in. in in ^3 i fb Fb' fb / Fb' fv Fv' fv / Fv' D + L + S (IBC 1 -9) 122 1139 0.11 14 109 0.13 D +.75(W +L +S) (IBC 16 -10) 900 1584 0.57 47 152 0.31 D + .75(E +S +L) (IBC 16 -10) 419 1584 0.26 23 152 0.15 psi psi psi psi y USE: 4x12 DFL #2 i :i - I v 10.10.02 Z � 2 u� D . U O W= J S2 LL W O LL ?. N �_. 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U J C7 3 v j 3 u 0 3 in j 3 v j 3 u�i H o— F- 0 3 m Z W , U U 0 0 !t- U Z ' U U O 03 ° O O L CL T S E PROJECT: JOB #: Architecture • Engineering A Planning BY: 2 ' 12810 N.E. 178th Street, Suite 101 C f Woodinville, WA 98072 • (425) 481 -6601 DATE: 7 d d( 3 --c4f?- GAR-464.1 GpIrlofj S z W J V U U 0 W =. J F- N t. WO W Q' N d = W Z F. ir- O z W Uj U� O ff O H: WW = U W 0: O H .z :i e TSE PROJECT: JOB #: 2 Architecture A Engineering A Planning BY: Kp. 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 A (425) 481 -6601 DATE: U 3 (ArL OPT 54 * 0 44* hLo►JG e.- 3 H4V I . Ft2oN4 THE 09 .16444L 0ESI&4 4 1qb -4 N E cJ � � INA'S gE�tJ AV Osp Bu IGDlN�r M�DtF FAMILY FROOM 3ra Yi 1�i�a� `L VA.. 6ARAOE� �•mt�= tcrrto oas 17, - --.�� 1 1 ♦♦ /� 1 I ` 1 1 ♦ I I I , ♦ I I 1 1 , ` ♦, 1 3 � X400 II 100) LA i 5Xjj, FyrLCE- pu E Tn 3 C+ G• 1ol§ (s x21'/ 1rl�tNd - 300 l b 0f 6a.In 3 44 p 3 I s lb 4 r olr-lz IV Vs6tsMrL , 190, I b AT Cp lo 3 Z W �D UO U a J N LL w 0 D. 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Mullet, Mayor Department of Community Development Steve Lancaster, Director Rashpal Singh 17429 — 34 Place W Lynnwood, WA 98037 RE: CORRECTION LETTER #1 Development Permit Application Number D05 -214 Singh Residence — 4013 S 148 Street Dear Mr. Singh: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Fire Department. At this time, the Building, Planning and Public Works Departments have no comments. Fire Department: Steve Kohler, at 206 -575 -4407, if you have questions regarding the i attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and ►vill not be accented throuPh the mail or by a messenPer service. i If you have any questions, please contact me at (206) 433 -7165. i S'�cerely, Brenda Holt Permit Coordinator i encl i xc: File No. D05 -214 Z " w � JU U O N0. UJ J N LL W O. LL ?: C0 d Z F. E— O Z F— �5 U0 ON :0 1-- W �U LL — O. W Z �- O Z.. t PAplanning\brenda\D05 -214 — correction Itr M l.doc bh 1 4 i 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 FIRE DEPARTMENT REVIEW COMMENTS E i i e i .A O=° , W 1908 l� ' City of Tukwila Steven M. Mullet, Mayor f0 = Department of Community Development Steve Lancaster, Director June 28, 2005 Rashpal Singh 17429 — 34 Place W Lynnwood, WA 98037 RE: Letter of Incomplete Application # 1 Development Permit Application D05 -214 Singh Residence — 4013 S 148` St f Dear Mr. Singh: I This letter is to inform you that your application received at the City of Tukwila Permit Center on June 24, 2005, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: i. Building Department: Allen Johannessen, at 206 - 433 -7163, if you have questions concerning the I following: 1. Site plan is incomplete. North arrow is incorrect, contour elevation lines are missing. Planning Department: Brandon Miles, at 206 431 -3684, if you have questions concerning the attached memo. Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other { documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accented through the mail or by aor by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sin rely, Brenda of , Permit Coordinator Enclosures File: Permit File No. D05 -214 { PAp1aiming\Brenda\D05 -214 — incomplete Itr # I .doc + bh z Z LLI JU U U CO) LLI J H NLL WO J, LL U) = W H =. Z� f- O Z 1—. U 0: 'O U - 0 1— W ~U LL 0 Z LI L CO) O Z 77nn .SnuthrPntPr Rnulevaril_ .Suite #inn • Tukwila_ WA- chinatnn OR1RR * Phnne- 206- 4.31 -.367n • Far• 257241.7AAq i � ` 4 1 .) PERMIT OOORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -214 PROJECT NAME SINGH RESIDENCE SITE ADDRESS 4013 S 148 ST DATE: 08 -18 -06 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS Building Division Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATI N OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08-22 -06 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRE DUE DATE: 09-1 9-06 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 slip.doc 2.2"2 z Z . i~ W 00 Cl) 0 C0 J H S2 LL w 0 w¢ �w z z0 w IW U� 0 N. w w � �. LL —0 W z' U N P _ 0 z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D05 -214 DATE: 8 -17 -05 PR03ECT NAME SINGH RESIDENCE SITE ADDRESS 4013 S 148 ST Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS 5l MAY,,, s Building Division ❑ Fire Prevention Public Works ❑ Structural ❑ Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete E� Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO TING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS DUE DATE: 9 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 /routlng sllp,doc 2.28 -02 DUE DATE: 8-18-05 Not Applicable ❑ ❑ No further Review Required DATE: ❑0 z ;3: z �w QD J U' 00 0 w= Co U- WO U. �w z 3: Zo w W U� 0 CO) o1-- W W F- u. 0 ui z U= O� z PLAN REVIEW %ROUTING SLIP ACTIVITY NUMBER D05 -214 DATE: 7 -14 -05 PROJECT NAME SINGH RESIDENCE SITE ADDRESS 4013 S 148 ST Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: 6 &,4 1 - 0 -0 ' 5' 131PI Af - 7 - 1f, , x� Builang kision Fire Prevention 36 Planning Division Public Works E -5 ,- Structural ❑ Permit Coordinator VX 1/1 Alhc, 1- e DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 7-19-05 Complete 1� 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 7UTING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only f CORRECTION LETTER MAILED: �J Departments issued corrections: Bldg ❑ Fire ( Ping ❑ PW ❑ Staff Initials: Documents /routing slip,doc 2 -28 -02 DUE DATE: 8 Not Approved (attach comments) ;/ z D JU UO N U) F- cn LL, w ga� uL ¢ �_ d W. �o w UJ �p U 0 H ww LL ..z W U= O~ z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -214 DATE: 06 -23 -05 PROJECT NAME: SINGH RESIDENCE SITE ADDRESS: 4013 SOUTH 148 STREET X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after /before permit is issued DEPARTM NTS: n (K Buil � _?b o 611 � � l �J}'Y( ki � v� _" � ' 2ff 0 in Division Q Fire Prevention 0 Planning sion Public Works F&I Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Th rs.) DUE DATE: 06 -28 -05 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 ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required DATE: 0 i APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DUE DATE: - 07-26-05 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing sllp.doc PERMIT COORD COPY 2.28.02 z Z JU 00 J H CO W w 9-1 LL Q �d =w �_ �0 z H- w w U� ON 0H w w U` u. O z U= O z PROJECT NAME: g -- � l�P�inG� PERK IX NO:. D';_ Site Address: - - -- Origirwr Issue Date: 22. REVISION LOG Revision ' No. Date I Staff i Date Staff Received. Initials Issued Initials • La i I • (� I Summary of Revision: - W ai Staff I Initials Received By: (please print) Revision No. No.. i Date ► Staff Received i Initials Date I staff Issued Initials I � I Summary of Revision: Revision I No. Received By: Revision No. Date I Received Staff I Initials I Date I Staff Issued j Initials (please print) Revision I No. Date I Received Staff I Initials Date Issued i Staff Initials Summary of Revision: Received By: (please print) Revision No. I Date Received I Staff Initials I Date Issued I Staff Initials Summary of Revision: • I I I Received By: ' (please print) Revision No. Date I Received Staff I Initials I Date I Staff Issued j Initials I I I ! Summary of Revision: Received By: %j i Talc N .,.-., z z �w QQ JU U 0 w� �LL w �J LL U =) = a z X r~- �-- 0 z�_ W5 U O - 0 I— w LL 0 W Z U= O f " z City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director ' =a :.�.4:�1�5 �s:;t?t�K,.r t: •:.M . }..r �., }.,` 3�ri .... lr ��Z1a:C:•' ': .: J:} � ti t CCTT r' Fi T ee r S �AJJL.O�yV Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: �- 6 — 2-1q. Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued W Revision requested by a City Building Inspector or Plans Examiner W" lc� J Project Name: i N ( 1-1 —UZ AAA Project Address: 0 /3 So a b. Mb U. SS4 - T U lC., i c A ci c _ 2 0 Contact Person: r✓, t io e Phone Number: Zd, - A 5 b - 71 Summary of Revision: ` r �► ^_ ,, } pit/) ` �✓� L o R y W ► ` `w cL Sheet Number(s): I "Cloud" or highlight all areas of revision including date of revision �>Fp C OFTUKWl1.A Received at the City of Tukwila Permit Center by. V W 1) AUb V Entered in Permits Plus on� t}ERM1T CENTF -A \applications \Forms- applications on IineVevision submitta Created: 8 -13 -2004 Revised: Z �Z '~ ul JU UO W = U. W O. U-Q �d �W Z �. I-- O Z I- 25 U 13. O N W W LL LLi Z UN P _ O Z City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http :lltivtv►v.cLtuk►vila.lva.us .REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions fvi/l not be accepted through the mail, fav, etc. Date: Plan Check/Permit Number: D05 -214 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name SINGH RESID ENCE t Project Address 4013 S 148 Street i Contact Person Rashpal Singh Phone Number: Summary of Revision: �e Q t t l o Q r 1 <D 114 RECEPM Sheet Number(s): PERMITCENTER "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 applications forms - applications on line evasion submittal Created: 8 -13 -2004 Revised: Z Q �W WD J0 00 0 W= U) LL W LLQ CO D 70 W z� t- O wH �5 L) N 01 .W w �U U- -O .. Z w CO O Z City of Tukwila Steven M. Mullet, Mayor Deparhneitt 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: / /www.ci.tukwila.wa.its REVISION SUBMITTAL Revision submittals must be submitted its person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan ChecWPermit Number D05 -214 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ . Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name SINGH RESIDENCE 1. Project Address 4013 South 148 Street Contact Person Rashpal Singh Phone Number: A Summary of Revision: _ �/� AYY pE % . - P�AM1T CE Wes Sheet Numbers): "Cloud" or highlight all areas of revision including revision of revisio Received at the City of Tukwila Permit Center by: YI ] Entered in Permits Plus on 7 lq i pplications forms- applications on line evision submittal Created: 8 -13 -2004 Revised: Z Z �w .=n D 00 CO W = J �. N LL W O I-J U- Q U) D = C7 �. w z �- O .Z t-- w D ON w w U co , Z i Department of Natural Resources and Parks Residential Sewer Use Certification Wastewater Treatment King County Division (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 S'I G/.1 ''U /" 1/ l S//✓, (Last, First, Middle In' I) Property Tax I.D. Number Subdivision Name Subdiv. # Lot # 3 Block # Building Name (if applicable) Property L f0/-2 -S Street Address �* City, State, Zip - 70 Owner's Mailing Address (If different from J`, U above) W) e Owner's Phone Number ( cgo 6 �S� 7/ Property Contact Phone Number (c�) � ° W o a Party to be Billed (if different from owner) Party's Mailing Address City or Sewer District Date of Connection Side Sewer Permit # Demolition of pre- existing building? ❑ Yes No Type of building demolished ? / Sewer disconnect date? Residential Customer Please check appropriate box: Equivalent (RCE) Single- family 1.0 ❑ Duplex (0.8 RCE per unit) 1.6 ❑ 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) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = DOsZ/y For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /Representative �.� Date L O , Print Name of Owner /Representative 1057 (Rev. 7/02) White – King County Yellow – Local Sewer Agency Pink – Sewer Customer .5�: �: .�' .: i ,. :. ., .. %i,:a..r4i'::. :.. ::: Aa ..4 '�,�•v: ".:i � �LY f J' h., z For King County use: _ F- z Account # Mohthly Rate _ 3 J U Six' Month Due U O co IO CO LLI W F_ WO LL a r> ��. w w 4 z O is r i r W LLt . co O IJ ^ — W { I U RECEIVED L O CITY QF:TUKVtijLA z :v ' r JUN 2 3 ZUd5 iii v co 0 r PERMIT CENTER z t : T Residential Customer Please check appropriate box: Equivalent (RCE) Single- family 1.0 ❑ Duplex (0.8 RCE per unit) 1.6 ❑ 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) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = DOsZ/y For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /Representative �.� Date L O , Print Name of Owner /Representative 1057 (Rev. 7/02) White – King County Yellow – Local Sewer Agency Pink – Sewer Customer .5�: �: .�' .: i ,. :. ., .. %i,:a..r4i'::. :.. ::: Aa ..4 '�,�•v: ".:i � �LY f J' h., Z iH W W y JU UO cn o1' W =: J 1- CO LL, WO J. LL Q d 1" _ Z 1 H O. Z 1-: W fi � o. ON o � w O, . Z' w CO) Z AWS RAI^IM^ r%^RA SYSTEMS LTD. A�3 Fw .....ATTENTI N rri xg �z Z' w C.) (L) 0: C O) 0, W w w CO) LL W 0 IL co w 0 z W U J, 5 O ;o W IL U CO) O F- Z f �` City of Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: htW://wxnv.ci.tulnvila.wa.us Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the n :ail, fax, etc. Date: Plan ChecWPermit Number D05 -214 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name SINGH RESIDENCE Project Address 4013 South 148 Street Contact Person Rashpal Singh Phone Number: od Summary of Revision: _ A &o --/-:� 4:c Y &,l - I pECENEd S i I JUL VEMA I'f C F-W ER I 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 Z iF- W �M UO y0 CO CO LLJ LL WO �Q ( = W f O Z 1— w U0 O N 0 f— W W W Z CO 0 1- z ppIications forms- applications on lineNrevision submittal I Created: 8 -13 -2004 Revised: J Residential Customer Please check appropriate box: Equivalent (RCE) X Single- family 1.0 O Duplex (0.8 RCE per unit) 1.6 ❑ 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) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) � No. of Spaces x 1.0 = For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /Representativ �-�-- Date ©, Print Name of Owner /Representative 1057 (Rev. 7102) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer f� Department of Natural Resources and Parks . Residential Sewer Use Certification Wastewater Treatment King County Division (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. z (Please print or type) For King County use: ` Q = H Owner's Name SI Gl� U h/ % S 111116 (Last, First, Middle In' I) ACCOUnt # w Property Tax I.D. Number F'X�� �P�� �� Monthly Rate Q W v Subdivision Name Subdiv. # 811x Month Due N o Lot # 3 Block # uJ Building Name CO w (if applicable) Property -D/3 S tjJ Street Address _J LL City, State, Zip Aa/Z 1 O Owner's Mailing � G lir/ / Qi } = F- Address z (If different Z J V ZZ 22 /20 62 Q llwlq Owner's Phone Number Property Contact Phone Number E N L 4i r l i O Party to be Billed r _? w w (if different from owner) U Party's Mailing Address RECEIVED U O CITY OF TUKUVI[ A z Sewer District al V"- gp-WC 1- City V a l JUN 2 3 200►5 3: w fn � _ or ,�-� .. , �, F O Date of Connection PERMIT CENTER Side Sewer Permit # Demolition of pre- existing building? ❑ Yes No Type of building demolished? Sewer disconnect date? Residential Customer Please check appropriate box: Equivalent (RCE) X Single- family 1.0 O Duplex (0.8 RCE per unit) 1.6 ❑ 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) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) � No. of Spaces x 1.0 = For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /Representativ �-�-- Date ©, Print Name of Owner /Representative 1057 (Rev. 7102) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer f� i' � k, Ilk toe CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district PERMIT NO.: J 'P A:''To'.be cottmpleted'by Site address (attach map and legal description showing hydrant location and size of main): 14 r) I '), < I U ' C4 _ <, 1 o~t ? ') L C f,/ I.t - Owner Information: A ent/Contabt Person Name: /Z��� S' /�/G /� Name: 1 --< e- Address: �-9 ;2- t1 �L - Address: -�/ ? tI ,1� tL7 L on a ,7cm Q/ Phone: `� 6�� �d Phone: G ^ 64' - 10 This certificate is for the purposes of: Residential Building Permit Commercial /Industrial Building Permit ❑ Preliminary Plat ❑ Rezone Estimated number of service connections and water meter size(s): ❑ Short Subdivision ❑ Other Vehicular distance from nearest hydrant to the closest point of structure is ft. Area is served by (Water Utility District): Sig , �/;, // 4 Da '0 3 �- be' completed: -Bywater utilitydistricC 1. The proposed project is within (City /County) 2. ❑ No improvements required. � R CEIVED 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' compre- enLreT�(f tq meet the minimum flow requirements of the project before connection and to meet the State cross connect' o trot, requirements: J 1005 PERMIT CENYER (Use separate sheet if more room is needed) 4. Based upon the improvements listed above, water can be prov' and will be available at the site with a Flow of gpm at 20 psi residual for a duration of 2 hours at a velocity of _ fps as documented by the attached calculations. 5. Water aiiability: Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. ❑ System is not capable of providing service to this project. I hereby certify that the above information is true and correct. 6 A C, Cyckt\ �� U, Sr . Agen Phone I By -100 1,4 Z- - C ' - 7 Date va r: •7 -- oG \applications \water availability (7 -2003) )5 ., Printed: 9 -16 -03 rW°, CITY OF TUKWIL4 Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center /Building Division: 206-431-3670 Public Works Department: 206433 -0179 Planning Division: 206 - 431 -3670 Z Z � JU 0 rn o U) UJI J H CO LL WO J = W Cy H Z F. F- O w ~ W Oct) O� o� W W H LO .Z w U= O Z ❑ Certificate of Sewer Availability OR - t , ia - to rary moan Quutri P.O. Bo. 9550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242.1527 ❑ Certificate of Sewer Non - Availability Part A: (To Be Completed by Applicant) Purpose of Certificate: Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: 4 A Residential Single Family ❑. Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: A S� ikL S i4c ik Phone: (a0e, CoSU -- `7 j 0,D Property Address or Appr Location: Tax Lot Nu D! 3 S J`t .3 T 00 /00 o /(07 Legal Description(Attach Map and Legal Description if necessary): L ci; 3 ui?_W1LA sb La PartB: (To Be Completed by Sewer Agency) 1. Q1 a. Sewer Service will be provided by side sewer connection only to an existing size sewer _0 _ feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. W a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ JUN a. District Connection Charges due prior to connection: 2 , p 'J lUliS GFC: $ SFC: Subject to Change on $ 1st) TOTAL: $ FR M /rci-v ( Subject 9 Janua R King County /METRO Capacity Charge: Currently, $4136.93 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co /Metro without notice.) b. Easements: ❑ Re uired ❑ May be Requir d c. Other: Cika et 1'e , C994 ee_e 7 je I her by certify that the above sewer agency information is true. This certification shall be valid for one year fr t e date of signature. q 4914 el-s— L;?o bcp'f� y Title Date D V V Z i� �Z �W Q 2 J U. UO ND cA W CO LL WO J LL U) a =W Z� ►— O w 25 U ON a I_ WW HF_ �O .Z w U= Z r ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ( "District ") Certificate of Sewer Availability/Non- Availability ( "Certificate "). 1. This Certificate is valid only for the real property referenced herein ( "Property "), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and /or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency- may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and /or regulations in effect at the time of such application. 1 acknowledge that 1 have received the Certificate of Sewer Availability /Non Availability and this Attachment, and fully understand the terms and conditions herein. Applicant's Signature 0 8953910011270798.0115SY601!.DOC (1/26/04• 0 CL CD 0 7 m ` N Cr m CD 0 0 (D a Cr to c 0 iv 'tom. tl� 41 2-2- / Dat Z �z �w QQ JU UO N U C0 W J = H NU_ w a�_J LL cY �w z� �= O Z LU �o U O N ww i '- - O ui z U= O Z n 4� N D n `s o V X 'p 38T HAVE g V Q Q Z CL -� N Q, 45 n M Z C) o ;° �r , �• . rn n rl Q CL iN Gr'. 1 ~f C t7 IN CU r: 'r �r Z �z �w QQ JU UO N U C0 W J = H NU_ w a�_J LL cY �w z� �= O Z LU �o U O N ww i '- - O ui z U= O Z Look Up a Contractor, Electrician or Plumber License Detail r Page 1 of 3 Topic Index Contact Info - - - � IM Search Home J Safety I Claims Et Insurance Workplace Rights Trades 8 Licensing Find a Law or Rule . I Get a Form or Publication Look Up a Contractor, Electrician or Plumber j General /Specialty Contractor A business registered as a construction contractor with Lltl to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. . ....._......._ ... ..... ................. ,,............, ... ...._........................,. ,....... License Information License SMDRY " "077DK Licensee Name S M DRYWALL Licensee Type CONSTRUCTION CONTRACTOR UBI 601380514 V erify Workers Comp Premium Status Ind. Ins. Account Id j Business Type INDIVIDUAL Address 1 30119 126TH CT SE Address 2 City AUBURN County KING State WA Zip 98092 Phone 2064061003 Status ACTIVE Specialty 1 DRY WALL j Specialty 2 PAINTING /WALLCOVERING Effe ctive Date 3/12/1993 E Expiration Date 4/8/2007 Suspend Date ! Date Parent Company Previous License Next License 5MDBY2Q0A1 Associated I j �...,.�__..,,.. -__.. License ........ ..........,,..,.._....._ ....... ......_....L. _.... ,_.. _,....., Business Owner Information � 3 https: // fortress. wa. gov /lni/bbip/Detail.aspx ?License= SMDRY * *077DK 08/22/2005 Z z D J U- 0 0 0 . 0 V) CO O W LLQ c d = W Z� f- O w ~. w U0 O— W W H U: LL 1O Z w N O Z r 0 1 A Sk V . Tr O '� A `v I �G i "<%�� S � � I Oa 70.660' H6 7' 55' W 3 a Eg car &;x10 . ` \ A! 5f1 L 1A 1,r AwnrAaces 0 Oat P 44se iib 40 00 do all III r ---- -�- - - - .--- � �• �' i ,�Z � A?✓rxf� 7W ! •dW A f ► go • 0 • err 6140 as& Ef N � s S �A A( 87'57' CeW 51 TE PLAN r • ft • 4 10 f Tvk�w r3 t1 r 11w V r I _ REVIEWED COQ LODE C01•7PLIA "CF 1 AUG 2 r. , ' IR ON� .I��S CI ►,r INC ETE LTR# L MR B AC # JIDDTIONAL l3DOK SUDTRJhGT to fEET fpAWLI901" 2. r1.EX =IS OP 11itSr VykM ER ARE NOT PEMWM IRM PAILS Cr TI45 SUZE TABLE 3 -5 MWeSCIMM ENTOMTW FOIE M AN SLI°Mr MT Son* r v _1U i f. E'�GR L1rJ167Hl9 OOM 20 F$T l IWW V= OW 4E IRIt� 2- OCR !LOOM!'! Irk A4M Tp.W g W&MAN VWT 4V W I *#Cat WAX . c�y{yF 0 01 • I s • 'A 1 - These plans have been nAe and by the I' +'• }�.• Works Department for conform we with + City standards. Acceptance It =bW to err, omissions which do not authorize 1Wons of adopted standards or ordinances. TW.Emetponsihi+ for the adequacy of the design te6ftlOWly with designer. Additions, deletions or tie moai M these drawings after this date will void this acceptwe and will require a resubmittal of reWnd d=WW for subsequent approval. ;- Final acceptance is subject to field 1 `•~ - nspecdotEx the Public Forks utilities inspector. =�' �- Date Br. / 7 m a jdA00 0 66-148 Ali . OnOgeT. r09W(LA, WA. r XX ID. 0x 4/ - 00 - 01,4q I 7X4G79, A= ORO/JVQ 727 ma Pz Ar w=oaw 'core .�o !IY VbG. /2 q� PLA1�, PEE �0, /c'E'C0�208 O� /tG!/Ski �uNlY, W .d •i M040/~ AS PO4LO 1&0 A.G/IWINII .+ At 7959 ME. CaKA M Cyr "D Wr /2; rT &AYCE S OI LY'eN A4",4 ' 7N8' EAST 4 W O SAVV M;r /2 08, 60 I'"l. TO 1//8 7RU lViAi'c GiN�I�iWk,1 Ca,�tr ;WW�WO 9. 40/' 416 "!!s' W, A OW owv smr uma 94. Err: 7th r/Le ewriv i4ma oo suo zor /Zj 7 799AL - 9 M. E37 ° 57'04 " W,'A6o)Ak 4A W 1 4 P xrrfs:'G.n� xt�o �rrb Ws 54 1 .5*' - Lr'/& OF rAW W ; 'tvS jP'T. Qw --' e-AA0 LOT 19, 7;'14T VCC- H 01'46 le E , AWM2 OWO e;4-07 ZOV6, We 1,d pr j 77VENVcs 87' 53'/2' Ar �./o0lxl: 1b 7N� TiE: ft7 /Wl 4W 8 61,41MIAN. , 0Wd9a : Of 4� UI4R : erm. Z OR L.M H•IlIE!l47N1 50 V AX"" *5 9 00 120 4 LOO I'SO 5 120 Igp r v _1U i f. E'�GR L1rJ167Hl9 OOM 20 F$T l IWW V= OW 4E IRIt� 2- OCR !LOOM!'! Irk A4M Tp.W g W&MAN VWT 4V W I *#Cat WAX . c�y{yF 0 01 • I s • 'A 1 - These plans have been nAe and by the I' +'• }�.• Works Department for conform we with + City standards. Acceptance It =bW to err, omissions which do not authorize 1Wons of adopted standards or ordinances. TW.Emetponsihi+ for the adequacy of the design te6ftlOWly with designer. Additions, deletions or tie moai M these drawings after this date will void this acceptwe and will require a resubmittal of reWnd d=WW for subsequent approval. ;- Final acceptance is subject to field 1 `•~ - nspecdotEx the Public Forks utilities inspector. =�' �- Date Br. / 7 m a jdA00 0 66-148 Ali . OnOgeT. r09W(LA, WA. r XX ID. 0x 4/ - 00 - 01,4q I 7X4G79, A= ORO/JVQ 727 ma Pz Ar w=oaw 'core .�o !IY VbG. /2 q� PLA1�, PEE �0, /c'E'C0�208 O� /tG!/Ski �uNlY, W .d •i M040/~ AS PO4LO 1&0 A.G/IWINII .+ At 7959 ME. CaKA M Cyr "D Wr /2; rT &AYCE S OI LY'eN A4",4 ' 7N8' EAST 4 W O SAVV M;r /2 08, 60 I'"l. TO 1//8 7RU lViAi'c GiN�I�iWk,1 Ca,�tr ;WW�WO 9. 40/' 416 "!!s' W, A OW owv smr uma 94. Err: 7th r/Le ewriv i4ma oo suo zor /Zj 7 799AL - 9 M. E37 ° 57'04 " W,'A6o)Ak 4A W 1 4 P xrrfs:'G.n� xt�o �rrb Ws 54 1 .5*' - Lr'/& OF rAW W ; 'tvS jP'T. Qw --' e-AA0 LOT 19, 7;'14T VCC- H 01'46 le E , AWM2 OWO e;4-07 ZOV6, We 1,d pr j 77VENVcs 87' 53'/2' Ar �./o0lxl: 1b 7N� TiE: ft7 /Wl 4W 8 61,41MIAN. , 0Wd9a : Of 4� UI4R : C0Ab i4t'//Gr/OW 6F a4 eA 1'fil -Y 0651 a 4CC A7rrA W/O Cray¢ C� 90 4VOW45rigIq VACAWAC ERt�III' FOR: cotMMdC' . �S a v8. lcal FBKD dCGU*9 /-1C Y R -3 41 g � 1YPgw awwm : cA6 /�Ar1ac. aty wi.0 SION lbwme zlarv,eoeac do - -pv.c7 r f: ro wEie. cov 4 L.oT AA5A 6 43 loll /1.0A O ARM ; ! 75 9 • Aor HEATNB UYSTEM PFIOPOW o.• FIAe,-- a' DOOM WEAFEM o NYOFM NIC 0- OTHER ALL MATEFIAL AND IAK FIf(FA4AlW Ems. !EATING RJFL a• ELECTRIC WIM CIPAENSIONS TAKE PRSMDENCE OVER SCALE ORAW11NW. a• LPG (PROPANE) I.• O49 COLING HEIL1}RS IN LAM AREAS NOT LESS THAN 7'El' DEEPT N KITCHN11Bi, HAL A SAM a' OTHER _ INHERE fY COMO BE 7. FOR EXPOSED BEAL48 SHALL BE 8'-B' FROM 8011 OF MEMBER BUILD M ENVELOP COMPLIANCE FOR GROUP 'Fr OCCUPANCY T FUODR Q Z e g r e; s wi r d ow (• PF YQ eaW BMBMW ROOM HAVE A MN. NET CLEAR CPO" OF 6.7 S0. FT WITS' A Pi ew N 8Q FT. THE PATH gtt MN. HEa f OF 24' AND A MIN. WIDTH Or 20' AND A BILL 44' ABOWIE FLOOR. G AZJM AFIEA o.46 pAOMM ATTIC ACCESS WITH A 22' x 30' x 3(r I R OPgNINO. GLAZING U- FACTOR: VERTICAL o.40 / OVERIEAD 0.66 p pOE CRAWL SPATE ACCESS WITH A MN. OF I x 24' DOOR UFACTOR 0.20 CEILING a e6 ALL USABLE SPACE UNDER STAIR SHALL BE FINI M WITH 5/6' TYPE 'X' GM VAULTED CUM 9 -00 WALL ABOVE GRADE:IN101M A-21 13/8' THK (mh) BOW WE OR 20 NWUTES DOOR WfW5EN GARAGE AM OWWH.LN06 EXTERIOR FlDDA am GRADE (0.20U. VALUE 1 HEN BMW HEATER ARE IN USE) ROM NO SEPARATION R FAD AT CARPORTS (2 SIOES ) GIA" TO fL00R AREA CALCULATION: ( WINDOW + SKYL1*ff + DOOR GL ASS + SINM E PANE ) / CONOMONED FLR. AREA - % APPLY ONE LAYER W FIEWLAR LIMB. BETWEEN LMN13 AREAS AND GARAGES. 4 / eta& GARAGE CEILING LING WITH DWELUM ABOVE REGUI ES 5/8' TYPE 7(' GM � MIN. WAI ; 133AP&M [ FFK39Y Y FADI IREMP rs : LOW: OtNWW M AFLE OF 0174 % APPLY WATER RESISTANCE BOAF13 TO 70' A8V. GRAN HE AT Al TUBS, NSOt DENOTES AN AFUE OF Q78 % H K DENOTES AN AFUE OF 0.89 % INSTALL DRAFT 810P8 N FLOOR/ CERM ASSEMBIJES 80 THAT CONCEAL® SPACE DOES NO WIN MAN3 FURiNACEB SHALL BE NWALLFD N A BEDAM BATHROOM. CLOSET' OR NOT EXCEED 100090. Fr. N ANY ENCLOSED SPACED WITH ACCESS ONLY `THROUGH SIM ROOM EXCEPT DIIECT GWB. SHALL MEET ALL RERlXVA EIVTS OF ANSI. VENT fiLIMAM OR E3EMW FUFNIACEEL EVERY FAG'T W OR BUNT C•IMEY. TYPE t' VENT. TYPE 'Be GAS VENT OR TYPE 'BW IN OR WFIM 24' FROM DOOM AND GLAZM WITHIN 1 B ' OF FLOOR OR GAS VENT SHALL. BE INSTALLED N ACCORDANCE WITH WAI•KIN8 SUWAES SHALL ES SAFETY GLASS. HEATINt3 UNITS 70 MAIWAN 70 F. AT 3 FT ABOVE: FLOM MIHEN OUTSIDE TEIMPMTUE PPOWE GLASS ODOR FOR AFAFLACE. R 10 F. PROVIDE NIGHEr SEr BACK T ERI KWAT. gKYMM INSTgUM AT A SLOPE OF 15% OR MORE AND LESS THAN 45% BHAIl HAVE FIE DAMPERS NOT TO BE INSTALLED N AIR DUCTS PASUJG THROU13H 7HE: WALL. FLOOR A MN. OF 4' CURB. OR CEILING SEPARATM A WMENDE FROM A GARAGE MOWED SUCH OUC" FS VMJN TO T HEATER EATER WITH ApPFI0AlE0 SEISE4MC OONNECTDF3.S THE WALL AND EST CrilFf? 13.10 THE GARAGE ARE CONSIRLICiED OF STEEL HAVMNO A TH EI MEN NOT LEW THAN Q019 WAT � WSE ATER NCH ( No. 28 GALVAN12M SHEET GAIJIE AND HAVE NO OM IM WO THE GARAtE. • IN9IJLATION BAFR.E9 TO EXTEND t3' ABOW 9ATT' IN9ULAM NN � SET WINDOW HEADS AT O'S' ABOVE RNO-ED FLOOR 70 MATCH DOORS. BAFRE£ 70 DMEND 12' ABOVE LOOSE ML NNSLA.A710N CAEJLK DOORS AND WMNOOWS FRAMES WITH (-FADE NON H FIDEM NQ NSUATE BEHEND TUBS/ SHMMTA PARTITIONS AND CORIUM SHOWIM WITH RAW CONTROL LIMITED TO 3 CFI. USE PVA PAINT WITH A DRY PERM RATING OF 1 MAX SET TILE A SHOWER 8' ABOVE FLOOR WITH WATER FlI MANCE BACKM►!Q CLEAN THgNOUGEA.Y WHEN RN GHM VEN MTM NOM SIAM VENEER WITH 1' AIR SPACE 8CPJM VENEER AM BACIM AND 3 /SWT -P HOLES AT 32' On INSTAUED 1115 PAPER OVER BACKING WITH NO UMD 911P4M. WHOLE NOUN VEEITIKATRK 0) IN 190RATEO WITH FORCE AIR HEATM e] - I EN AR INLET OUCT 70 COMPLY MR 11 SIZED ACCORDING 70 TABLE 345 2) DUCTED FROM THE EX1ER1OR AND CO*WW TO THE RE:TUIfN AIR STREAM 4 FT. UPSTREAM OF THE FURNACE BLOWEP 3) INSULATED WIT H f1.4 WHEN LOCATED IN WAIM AFFIS 41 PROIE3CIED VILE THE ENTRY OF INIZECP' LEAVES AND DER MATERIALS 51 NOR TO ReCEEUE FRESH AIR FROM THE FOLL"S AREAS EQUIPMENT MY% FOW a WITHIN 10 FT. FROM APPLIANCE VENT .. :AVLESS VENT IS 3' ABV. INLET. o. ATTIM CRAWS SPACE OR GARAGER o- CLOSER THAN 10' FROM AN VENT OPE100 OF R U MB90 DRAINAGE, BULOMdtT 069cra mm HEAT LOBS OOM1PO NE W 00K* OINEWVT UNLESS THE VENT E 3• ABV. INLET. OONFONENT U / R VALUE FACTOR S.F./ LF / CF. HEAT U%S a A HAZARDOUS OR LNSANTARY CONIDITE]NS •.. .. b) THE INLET DL= SHALL BE EQUIPPED WITH: i MAN OMN. 081- P ME 0.40 NL4 SA..___`_, %Q I M64 11 A MOTORIZED DAMPER C TO THE AUIU MATIC CONTROL TiNER OR SOL PANE 120 58 B-_____ ` S�! 21 FIXED DA MPER WSTMM AND SET TO MEET MEAMIEO FLOW RATE'S As GLASS 0008 ON. PAW 035 161_. _. 3'} - _ � •.. i SKYUOW OBI.. PANE 058 19.6 3) AN AUTOIMA7c FLOW FEOlA,A11 w DEIACE MATH F ie D mEA9t1FE MW t3.r,`0[N wau��aa• 4ta.. 1'A'11E . $ 3: .v ______ __.._. ....� ,.__ ` NEGA7NE PEES6URE OF 0.7 INCHES W.Q AT THE POINT WH O E THE OPA[IUE DOOR RTIAIM M+1MUIEaO 17.0 SF _ 20 i OUTSIDE AIR DUGS N CONNECTED D TD THE FIE URN AEI PLENUM. O 01 oo�T FAN WITH 24 HR Th%R AND A MAx 15 SOW RATIINQ OUTSIDE n.1RAME TSIDE AIR Tt4i01M WM1100WS AND PORT (MN 4 SEW: INL) Ii00F/ CLQ R38 (UOWI I 1.4 8F `' _ fl a* IX DO•IA W FANS: a) BAT1§KK WS. LAUNDRIES. POWDER REXMS 50 CFK s 25 VV.G WALL Nam 1321 [u�71 2�88F ____�._ b) PANES H DOO1 100 CFK o .25 W.G 27M ._._. 77*7 00.1ALW DUCTS: a) NSU.AT® VMTH F14 IN LN CONDITMED SPACes 1�T@BPAEE R30 (U-0134 O,O4 • 62SF.r____..._ � b) BWPPED WITH A BACK DRAFT OANpER ���.,...E [ 1 1.3SF. _ c) 'IERIHlII1EATE OUTSIDE t]F THE BULOgVi 3 FT FROM ANY OPENING SLABO NGTVA[E N (F -11731 33,8 LF M d) COMPLY WITH TABLE 33 PSUMTER IN9EA.. R -10 F- 0.541 242 L.F. VW ATION S1f EM SHALL HAVE A CONTROL TIMER WSTWED.IN A FIEADI.Y ACCESME NA.TRATDN PFIE/1990 I.00F.______.._ LOCATION AND BE CAPABLE OF CONTINUOUS OPERATION WNITH AN AUTOMATIC AND PWT`/ 1980 0511F. g ,� MAN IAL O NYIRGL AT THE THE OF FINAL IVSPEZ1ON, THE TUM SHALL BE SET TD TOTAL 080M FfJIT 1D86 M+1 ana+ x 8�. OPERATE THE WHOLE HOLIES FAN FOR 8 H RS. MIN. INN. EQ1W ME 25982 MAX K1UP. sm� 45720 p} E�tml�r MMMAT l3� E CRAM& SPACE WITH 8CR OPENING NOr L;?9S THM 1 S0. Fr FOR EJICH 150 SGL Fr. OF UNDER FLOOR AREA COVER OPENING WITH Ve WIFE MESK U NTELATE ATTC SPACE WITH CAOEIS VwT11. im am To 1/ 150 th OF A= AREA ALL BAM*1OOMS TO HAVE NABCLANCAL VENTILATION TD Q1TSI E CAPABLE OF 5 AIR CHwNEES PER HouL3 ALL WTERIOR COORS TO BE UNDE FXW TO ALLOW AIR AAOMEME3Nr. P. d�EJ N 3'- DE CAM ANCE TABLE 2 tp p FIELD OaPEY pisma ma s A A '• be laep at the s•e of work u d s hd be : VMLM TA , fib dEtm�tgtis a11r a tM1�M fbs fllM SPA THIS TAKE E GHALL RIOT Be t� FOR MIS uNTA1NINO MORE! 1 I� oe open b IreVedim by the BLd ft OMdd m m s ammoMs � Ora d1L�► audHOri»ed - Ilk � o) ' p TABLE 3-3 � fae+t'si°tts TA regttTre a 1'IE1M lan srbc� aid may w de addN wW !PIM ie+r�eW fees �� �I�IWAa IRESCdr "W E�lH.3T MT Sumer � o MStoN u �� QR.41fc,E 8'7OOM WAMe ,WIIrOFF JwAMW RGW sWo AMV WAYA-CA5 �i�tau 0 6 CO C 4 e rr A NO WMCMA*#W rHR x0// A 4e^r -- * 01M rO AW 6YJ 1JV4 LiP.A AWmeWYOMW eri'&' . OOrI a &4SC MeW OW-X Au. es*I -AA*At r XWih/G Cdalu �VAt•� � �17�WI.� �P.�, WA�a 2 1AWA44 I+tAMA I qtr e A V OW"IC O 0-V1*VM, j70 t/ # EW COY JIM. r 1 4 b crri Enlo GF ayl6 ill. A5P1WAL7: N n I op ,,0/�' I 70.&0 ** /118 5t) 12 W : 05 1 I ` 27 x 21°- a R1 aiE N� N ` } I � I 50. a �o 1 S a : 55.W' # 87 W S ITE PLAN OUALE / S /00 0 0 V I'Ilcte plans Nive been reviclrcd by the Pill \C'ork's Department for conformance %ith current (:itr standards. Acceptance is subject to cryors and Omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the dc: igner. Additiom, deletions or revisions to these drawings after this date will void this aocgxanec and will tequirc a rmbmittal of mised drawings for subsequcat epp -al, 1 lna1 "CePtaaoe u subjat to field inspection by the Public Wo*s Ildlities iwpa". Date: �. --7 o� - FROJEC r : 811%iGE trAMILY /tZ9WVJ IC6 � :M 401* Sb. 146 lei- 8T1ZEE7' M9 W11-A, WA . rA.0 Iv. 00¢ / - -OW LEGAL.- NAr AW10N OP ter /2, i!■.OW4 8, F199A OIrlod 7V ,4CMhf* f,hp-w 7x4cm, A=oaolgoo 70 ma n Ar 7msm z�'p !nr VOL . I2 aw PLdT✓,49 50, R■Ecor2 oP' rGINrG 00&NT Y, WA.: M6c;Q ~ AS M4Z- : 0WIM iIAc A 7W X E. C09N M of S Wr 12; rWWW S of 2ffi'46 410/07 THE Farr L.IA1E OP 6A10 AOr r2 2/8. 420 PT ro ?//E TR ^lvrcc 0A01A1Af1A0 i 7?�L'" COI�/ililin/G 3.0/' 46 r I!3' W, AWAb 5W17 9;"r "AW 90.00 Pr: V MW 604 TAI 14,4 CFS4 40r /ZJ 'W1 r'A4rG,P Al. 87 ° 57' ,4' W, A ZOA& sA1 4 P [.�IYE, x160 Fr'rb 77/6 EAOrl1NE of r7V& W& 58 Pr. Cr SAA L.07 1s ; 7'NENGE N o r'dr • is" E , stc.oAA6 5v o E.a s7* t-vE, 94. Pr MEN Co 87' "" 12" & - ".60 Pr. rO WE rRUfs AMOr aF 9WCdMtAAfC. ow'4452 : ommw er U10ox. (?4m 0Q'-' 7YPW : 00 0U PAN C Y TYPr 6P AWAr : PbWEre : Gomemucr/oa btr �&m*z -6 Pow 1/L.Y -cewp Hce Wf !� CA4 AMAC946 (W ExisYiNd7 VACAI-IrACZ V8. 9 -?)` f a U/�GL�2�iR4vltilp -- PtAgar Powax . S MOW SEQUM FORe- � nlcal cm Pw.m ay Of T DIVISION VjIL N co ves. 4 1,0 ss�A : 64¢3 M. jllE 0 LoT cvVe 24�6 E 21 4 Il3C1lLtiiOl�iS I ?1 Ch ttrt ONO be glade to tM scope C V. =:'f t::L'ttwt wer approval of Ab BkdTdiafi DiNsim requ e a new plan . 3i z. r =; ::•::mac ad=wlai pian review saes. Plan T+ p&v apps is subject to em m and olTi stm App mm of coRStr dowTTleTlts does not aLtmo ft the Vloiatlon Of any adopt oft or onku noe. 18rfO dappoved F� and am - M0T1a b Q1CWl1 -: By lIRA,*A3a : -qr4:%2M Wi47'ge RVIlOPP rAO" AaXP AAfO AC VEWAYACCA5 VA1414 06 erlu aGTEO .wo rAFEM /PeW109 MAXOM A 4'PW, P/M rO AV &l/✓' TAVo* I eVAWjtE,Y6?ZF",Dd 8!r& . A"IX14 PAM OW-X Att. 44001- a4601 DIrliWWC. C4410 S NCR f&ASE M AW CAW, 7b A4/0Wr(J ~ fir. 4Ce -o4rV CWS ` a ENEMY NOM HEATING SYSTEM PROPOSE • - ROTOE AIR GOMM a- ROOM MATERS ALL WORK TD LOWLY WITH I R U 2003/ I R C 2003 a HYDROW o OTHER ALL MATWAAL AND V�(MAAIS IP SHALL TO THE CONTRACT ORAWI+XN IfATW FUEL a E ECM WRITE DIMENSIONS TAKE PRECMEMX OVER SCALE DRAWOM a LPG (PROPANE) e- U30 GAS CEUN(3 HEIGHT'S N LNI S ALAS NOT LESS THAN 7'8' E)OWT IN KOCHOW HAILS 14ATH o- OTHER WHERE R COULD BE 7'. FOR E)SM BEAMS SHAM BE 8'-W FROM BOTTOM OF MEMBER 100 TD FLOOR BULGING ENVELOP COMPLIANCE FOR [RFIOLIP ' R' OCCUPANCY EVERY DING ROOM SHALL HAVE A MIN. NET CLEAR OPENING OF 5.7 M FT. WITH A K22S.W11VE PATH OPTION JV MIN. HNGHT OF 24' AND A MN. WIDTH OF 20' AND A SID. 44' ABOVE FLOOR CONDITION SM FT. N86 GLAZING AREA 0.40 PFIOVIDE ATTIC ACCESS WITH A 22' x 3O' x 30' HR OPANI111[i GLAZING U• FACTOR : VERTICAL- 0.40 OUERFEAD - O.08 PROVIDE CRAWL SPACE ACCESS WITH A MN. OF 1W x 24 DOOR [EIL1N0 19 aa ALL USABLE X*M CINDER STAR SHALL BE FW04ED Y H A /t3' TYPE 'X' (FATS. VAULT® CMO11G 9- WALL ABOVE GRAM: INTERIOR 9-21 DCTFRDR_ 13 /tT' 7H K. (Min ) SOLID CORE CN 20 NN11E3 ODOR BETWEEN [ARAB AND DMLUNGS f 0.20 U. VALUE WHEN 02MRIC HFATER AIR: N USE ( FLOOR SLAB ON GRADE 4111tH FLOOR 9-00 NO SEPARATION IS FEWM AT CARPORTS (2 SIDES I GLAZW M FLOOR AREA CALCULATION: s PC" - (WI DW + sKnM 4 DOOR GLASS + SINGLE PANE I / OOADI R.R. AREA % APPLY ONE LAYER W REGULAR GAB. BETWEEN N UW49 AREAS .)04- / _�� 228ly a �� � AND �a� GA A RAGM GARAGE CEILING WITH CWT- LINO ABOVE S 5,t7 T PE /� V7�o. Wt HIM BZ PMEINT BTKXNCY REDUFEMEIVTS . 6 W-m LOW: DENOTES AN A JE OF 0.74% APPLY WATER FEWMCE BOW TO Wr A8V. DRAIN INLET AT AL TUBS. KM DENOTES AN AFUE OF Q76 % 9 HIGH. DENOTES AN AFIE OF O.BB % INSTALL' DRAFT o'TCPS IN FLO[TR/ ctO! WINO ASSEIVmUEB1 90 IMT CONCEALED SPACE DOES NO WORMHAIR FURNACES SHALL. BE NWALLM IN A 8®ROOK BATHROOM, CLOSET OR NUT BUM 100090. FT. N ANY 04CLOSED SPACED WITH ADGEE6 ONLY THITOUGH S" ROOAAS EXCEPT n FRC-CT auEl• MALL MEET ALL FMMV WM OF ANSL VENT RRW4CES Dn ELEC TRRIC FRJfINACES 6 Wm 45 GLAZIIIC3 N OR VWM 24' FROM mOrs m AND GLAZINEI WFMI N 1W OF FLOOR OR EVERY FACTORY OR BMT CHIMNEY. TYPE Z' VENT. TYPE ■ 8' GAS VENT OR TYPE 'BW' WALKING SURFACE SHALL. BE SAFETY GLASS. GAS VENT SHALL BE INSTALLED N ACCORDANCE WITH SP CATIONS. 6 W.M HEATING UNITS TO MAINTAIN 70 F AT 3 FT. ABOVE FLOOR, WHEN OUTSIDE I RATURE PROVIDE GLASS DOOR FOR FIREPLACE. 6 10 F. PROVIDE NIGHT SET BACK TH EFL01 OAT. SKYLIGHTS INSTALLED AT A SLOPE (IF 15% OR MORE AND LEM THAN 45% SHALL HAVE FIRE DAM16i8 NOT TU BE NSTAU D N AR DUCTS PASSING THROUGH THE WALL. FLOOR A MN. OF 4' CURB. OR CEILM SEPARATING A RESIDENCE FFROIVT A GARAGE PRODDED SUCH DUCTS WITHIN WATER H EAIIER WITH APPROVED SEISMIC OONINEM R3 TO THE WALL AND SET OVER R-10 THE GARAGE ARE PnlIF1 FEIG7ED OF 81®. HAVM A THICKNESS NOT LESS THAN G019 RIM NStA.AIM NCH ( Na 26 GALVANIM SHEET GAUGE AND HAVE ND OPBMNG INTO THE GARAGE. DOORS SET WINDOW HEADS; AT 8' fr ABOVE FINISHED FLOOR M MATCH . INSULATION RAFFLES TO DET6ND 8' ABOVE GATT INSULATION LINSULATION , CAULK DOORS AND WINS FRANC WITH GRAM NON HAFt BAFFLES TO DCFBND 12' ABOVE LOOSE FILL. INSULATION SHE WITH FLOW CONTROL LISTED TO 3 CEM. NMU 8844 TUBS/ SIUAVA PARTITIONS AND ClORNERS. SET RE A SHM7W N 6' ABOVE FLOOR WITH WATER T�STMICE BAC 10a CLEAN USE PVA PAINT WITH A CRY POW RATING OF 1 MAX. TFIOROLIGHGLY WHEN FNISFEQ VENMTM NORM BRICK VETS WITH 1' AIR SPACE BETWEEN VENEER AND BAGia11Ei AND 3 /8'VVEFP HOLES AT 32' O.C. INSTALLED 1115 PAPIST OVER BACKING WITH NO LOAD SUPPORT. WIC HOM VEMTILAT1tK 01 HNTE113RATEO WITH FORCE AIR HL ATNQ al FRESH AR NMET DUCT TD COMPLY VM 1 S® ACCOR IM TO TABLE 3.5 2) DUCTED FROM THE EXTL R AND CONNE1=EO TO THE FETURIN AIR STREAM 4 FT UPSTREAM OF THE R F94AM BLOWER 31 MNSIxA1eD WITH R4 V I* N LOCATED IN H EAflE AREAS 4 PFROIIG;TED FROM THE ENTRY OF NSEGM LEAVES AND OTHER MATERIALS 51 NOT TO AECEIW RIESI.1 AIR FROM THE FUUDV NM3 AREAS FM a WITHIN 10 Fr FROM APPLIANCE VIWY . UNLESS VENT IS 3' ASV. NLET. a ATTIM CRAWL. SPACE OR GARAGES. a - CLOSER THAN 10' FROM AN VEW CFE NNG OF PLUMBING DRAINN . BUILOM t]mcrm noN FEAT LOBS COMPONENT COMPONTEW UNLESS THE VENTS 3' ABV. INLET. COMPONENT U / R VAU1E FACTOR S.F. /LF / C.F. HEAT I= a A HAZARDOUS OR INMNTARY ODKDTT INS; b THE NLET DUCT SHALL BE EiUIPPED WITH: wIVDO�w. 1 0 1S4 SF- _. -__ CM TO THE AUTOMATIC CROL ME R OR 1) A MOTTJRI�O OAM 3 M COME OM FP NE QA95 DOOR DBL PAM o� ,&1__ 21 MM DAMPER NSTAilID AND SET To MEET AIEAStIR1S0 FLOW RATES As SKVLK;M OBL. PANE 058 19A _ SPECIFIED N TABLE 32 OR G ARM VV NOWU DE L.PA E 111 83,3 31 AN AUTOMATIC FLOW RE[Rl.ii M N 0MV E WITH FRED MEASIM MN. - ..•• . --•�.� NEGATIVE PF E I E OF 0.7 INCHES W.G. AT THE PONT WI* FE THE OFVDW DOOR FOAM NSULAIM 17:3SF - ZO OUTSIDE AR DUCT IS CONNEMW TO q-E REnAW AIR PLE NLM& IIAII.IRF V& 020 01 DoTA W FAN WITH 24 HR TMITOR AND A MAX 15 SOME RATINGS OUTSIDE AIR THROLM VAN ROWS AND POR'TG (MIN 4 m IV.) ROOF/ aa RS8 I UNS08,1 14 RF EXHAUST FANS: al BATHROOM LAUNDRM POWDET; ROOMS 50 CFM. O .25 WO. WALL NMI 821 IWM7) 2599 ?M 7249 Ill IUICHENS. RANGE HOOD 100 CfM a 25 W.G. DOIALI,ST DUMB: a 94SU ATED WITH R4 N tINOONDnTONED SPACES 1 LINK OVER AM (U - erg F _ ___ __ _ UINFEATEat F130 1 U�028) 13 bl BE U PPEU WITH A BACK DRAFT DANDER SLAB ON ISRA0E NOW I F= OL73 MA L.F T- al 70MW7E OUTSIDE OF THE BUIDM 3 FT. FROM ANY OPE10B MO& M NSLIL_ R -10 (FR 0541 248 LF d) COMPLY VON TABLE 33 VENTILATION SYSTEM SHALL HAVE A CONTROL. TIMER MNSTALLIM N A REAM AC E ��� PAC T /980 1O C,F. _ FOO IBM D5 GF. 18Z8B LOCA71ON AND LE CAPABLE OF CONTINUOUS OPEPATTEIN WITH AN NJIDMATIC AND IWNMIAL CONTROL. AT THE TIME (F FINAL INSPECTION, THE 11ER SHALL. BE SET TD TOTAL tESM WEFT 11M N STU -- OPERATE THE VWDLE HOUSE FAN FOR 8 HISS, MU 2rJ9BZ 45720 WL UTmw.sm MAX. mm Stn` PFROF09E BGtUPIV m VENTILATE CRAVYL SPACE VIAM SCREENED OPENW NOT LESS THAN 1 SM FT. FOR EACH 150 S0. FT_ OF UNDER RIM ARFA COVER OPINING WITH "A' WIRE MESH. VENTILATE ATTIC SPACE WITH 'VENTILATION BM PAI TO 1/ 150 Th CE ATTIC AREA ALL RATHFMC TD HAVE N '.AL VFmnLATION TO QIISIDE CAPABLE OF 5 AR _ CHANGES PER HI3LJR -- ; . r, ; • t• • : • - CC ALL INT6iOR DOORS 70 BE UNDERan TO ALUJOW AIR M0VE EW Cam' -i-� = E I TABLE 5 � • I I ; I. TI#S TAKE SPALL NOT BE ULSW FOR VYAS.L.W61MOT5 0=AtHIN6 MW YiR/W 5 . TABLE 3 -3 FRE3GIP4?W EQ~ EWT SIZIN& FAIT 1957M GFm • om Ulrb_ crams ear KNTMIJtrt MAX"" • 2 OR LESS 5o TS 9 00 1:20 4 100 ISO 5 9 H2O a 00 I ; I. TI#S TAKE SPALL NOT BE ULSW FOR VYAS.L.W61MOT5 0=AtHIN6 MW YiR/W 5 . TABLE 3 -3 FRE3GIP4?W EQ~ EWT SIZIN& FAIT 1957M GFm • om Ulrb_ I+IN114JM FLEX 01/bEm LEWWyTH T$T pmaKm 51+I00THI Lt3t W Fmr MAXHM ELSO irs I s0 4 W.A 25 4 R4CH 10 8 s0 5 INCH SID 5 WAI T00 9 s0 6 RCHR HMO 6 WWI No 9 so 4 NGM NA 4111tH 20 9 so s PC" - I s S INGI tt7o 9 80 6 W-m QO 6 m11 NO L04T 9 100 51NG11 ILA 5 LING" 5o 9 100 6 Wm 45 6 RtGN NO 9 L?S 6 W.M 0 6 INCH no 9 as I PC" 10 1 1 D" No 9 1. FOR ZACHI AVOTIOWL 0 WM "TRAGT 10 MY VIWK LENGTH 2 T'L.EX WGTS OF THRS 9NAi4l:T6t ARE NOT P6**ffW MM FANS OF 7'M SIZE T ABLE 5 -5 WfVfi ATW FORGED AIR SUOMV GMT SUM* - - ► s r _. r s rr r � � f a• 1 f 1 l L FOR L8161N5 OVER ]O f MT fKAW M PXT P./MVM 1 NGEL O. FOR ELe0M 141*0111 ' 00 1ww 9 WARRA ! oU &IT VL#Je ee 1 mm t1 WEA WYOF JUL 1 4 105 PTA C IOE8 INIGO Wt ETE �Tf� 11 1 ) 10 15 Ap 8 I 'Ai s rr r � � f a• 1 f 1 l 1 ► . i ;.:. ■f i �� i I 'Ai S1LY FfNCE„ MAI [1 _ ANCE STANDLk I. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. 4. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 6 INCHES HIGH. 5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. I IBM CITY INSPECTG2 " W in ( W 8 P ocan d do ` 21 �- �� I MINIMUM 4 "x4" TRENCH BACKFILL TRENCH tilt .. . NATIVE SOIL OF 3/4 " -1.5" % WASHED GRAVEL. -- 2 "X 4" WOOD POST, STEEL FENCE • --� POSTS, REBAR. OR EQUIVALENT. NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. SILT FENCE DETAIL 3 I I C14 ER T SEWER ROW G r ...� � EX 12" 10 R ASPH G - STORM Y - II - o N o PP1 - :,.,,_• cb : : :� :> 87 5312 w _ Row VICINITY - IVI AP r n •_t :a� S :.M :. :. AFROn {BOTH SIDES} ?� l 18' ?�" CPEP 0 0.5% -� North end choio link I I �� - •� �' h� fence is O.fi north & I� CB 12 (TYPE 1) G>'tit�, wil,� - south edge asphalt LEGAL DESCRIPTION ' �� _� 1 21 9 6.2 � r : I ' .5 east of se. rebor �ti /cop RIM: -- - ' I {� - . . , _ s - � : , :: •.:. �Or'`'+t 0 • • .i 4 =. • !s:_i � I ?s IE: 293.5 (12 .) I o f LOT 12, BLOCK 2, FIRST ADDITION TO: ADAMS. HOME :TRACTS, •�o.� *! � `•) -.', e `�6?. I ` � E :CONC"PRIVE ' , (, R�� sE E �` ""�"{•- ACCORDING TO THE PLAT THEREOF RECORDED' IN ..VOLUME 12 OF,!.. ��CL�• j k� :?o' PRIVATE ROA i �9 v • (REMOVE) PLATS, PAGE :i0, RECORDS "F• KING COUNTY, - WASHINGTON " ; Lid �.t EASEMENT l ! 03 : :•= • . - 4" Y : ,& i 9 PVM 0 - -WEDGE CURB FLO LINE 29 : 1- 0' ELEVATION DA � :�`. --w! .. 1 �. ? 1 A • TUM PER VQIVUe SE WE DISTRICT ANHOLE ; 14 A -- �"'`' - ���' 29 J p POLY PIPE FILTER FABRIC _ �I 1 ; -� -- -- SILT FENCE (SEE ELEVATION 296.1 FEET. 1(2) 1 , : �. X i : • �., WATER SERIVCE .7 "`� _•--- , . ; .i1e• «.• 2. Exis II DETAIL :. �••;� �, I 1 1 1 Existing ): House House _ I r `''- 14 001 C IE I Js4009 I Locebons shown for eftq ubbes applo*081e. - '�` 2 9$ 9 1 �9 Ii 1 + (TO REMAIN) 7.4' I 6 1 ' ' 19.2 i I T t-a_ -00 Copied (1 for uft lowdons' i Tlla a L _ _ _ etosbn plalrenton and sediaerltoorl6+� [E )imeastres .., ,_ ,�;'!: FLOW LINE TO BE i R EDU CE ACCESS ESM & T. � lI I � _ : - • �= y. T. S. DIRECTED TO CATCH FI l on MIA 8pQ UM plans are min M IeQt�l6II1BI11a. ` PVM F. TO 18 0 EX . HOUSE LOT 1 BASIN AS SHOWN � • Z. 11*m ally V=W dAdw CB Mma6ieam �n81sa11 - ON PLAN �� I 8212.1 SF p `i� ererr6on andAadrnentaot >irol lTleastlnas(I+SC) nlutd be Q. 12 N • ?IENIE / 1 ,,,,�,�,,y�,� t. �,,y,� C cy� _, --- - - -2Q -- - -- - r' I �' ' "7"`n 1�w 178 -2655 / : WIRYIIf.1R1 Ell 1. �1i1� a� Fa7V ; t ;` �r�. ? =i . , = ' ' • 'f • i• J _ •� :t :� :7 }1 WEDGE CURB FLOW�INE,. _ . ,; - . , , _ . x• EASEMENT I 2 3 . O 1:110A160f ,FAMES MGER (753) 6.300934 measures b M1e E9C ; a- ' : r r HIGH (� . wner: TEEN LE P" 7*2666 3. ESC maestros.Irlaudrg pe b*K Ad ooTt ; h _ _' ' � .�: •;: I� T . EXISTING GARAGE : ��; ' - - - 19• - --- --; (2 fi" PVC SID P �� ��TO BE REMOVED IrrU tIIISI s9e aollebtxllon is ootrlpieted end permmAtlt. :`. s :? •r ,� ��.� ��. •.4�, ?. A.C. PAVLMEN 1 - sfBb IIOn k esb�blkiled. - 2 ° • � g Il 4. ' I=rom W' 1 36 i SLOPE As 29 -EDGE ASPH PVM T &ESMT / f6ltorllOrrltdl�t . poMfda lempota+I► - THICKENED '' -i. •`� : t•' -•t=•' eft 3 EDGE CURB I - 8 + - 1 - (Si _ Drla : ±) - ? r , - --RE ° I !,1__� 1 • a �eA�� :�ticwoticsUes pemlanentoo +rertllaeatresbprotedereaeMtatwrr • i " ExiStiti - P !�1!�lllJf1r9dfor bfMiA &I-1, t •`;� . -, y t 2 - - WEUUt CURB FLOtnr LINE: 2 x ;+tt amote�.. �rT cCWC PA ►0nr r / :., GR(xiND .:r •�. -� 'A J . • ..• •. •j • ' - garoge j 9 2 M t1aT u atZ"330178 atMd 48 ht:ss beiote ;y }�, rCR • . ... � l � •• I�Io1dy Irlspacbr �'�9 P'� S From - ®Ir�AT 14M' � p� aY � ' - ' � � ; � 2 v �'�� SW . aovfNrs o.5' a B�BACK 0-:- �. 2' • c OMPACTEO D E PTH ?98Lx -- `� --10" ACCESS ESMT (EA LOT) aITATiiOc. pamlanetltoo�ernsoasursesbproleddi :�ItDedal�slMatw� �.t = 341 _ '� i, . CLASS '8 ASPHALT I I I gtleat 111>MC utics gtr>: a�lvalloA tanleb MtIOfIUBd for 410 or 1110(ts. h addl6on b Oo4er • _ .i • I I 297 50.6' 10.0 206433.0179. meastnaa�, MIA Calbaclaatl� ,�- : f _a AEOGE 3. R9 'j's; . 1 EIIQED EDGE ASPHALT DETA �-- 1 1 /2- Isla COMPACTED DEPTH It t I I - •�.� --• t 2 I by aft `` �'' .�`•.. �� NOT SC CRUST IEO SURFACING TOP COUR :E O D ~ (L � � r �. N The CarredOr assut>as a0te rA9p0lt y br TYOiIlar safety, snd damage b 1. PtOtleCt 8IOCJIpIIaS and steep pM end N t>bQBa MlxllwOt$Ad IOr mae Mtan ' i� • � •+� - Q• , � �' � ��• • 1' I { V) 10.0 END ASPH 0.3 FROM A *UCIUlalt and il�IWetnents tr UIft Tan oo dUCdalq�etatiotls. tan. .= \ 2 1/ MIN. COMPACTED OEPTN ;--- -- � � II � Q: ,� / •.••rti•r_ =� t ti aF - PROP. LINE .2. oorermalerials ai Z�_; W S ' 20 � 5. TtIA Callradorahal IIevA MLA palTlad(s)arld con66ons Mteeppaed plans, and a 5 ��• � �f OOY�9r dduibed a1�• -.. . • CRUSHED SURFACING BASE C OURSE l l �p ` : , '; s►• ADDITIONAL TREATMENT MAY BE REQUIRED 19 ASPH PVMT & 20 " ' + I •�-->< - 6 PVC SEWER STU6 iE: 292.1 aneat0W0( itydTWmb 1�ret�nadaDnsatx6or'ts�rlderda b @ta'1u r seAdaiel >3aellatrAttllllablunwoticed "' •- DEPENDING ON SOIL CONDITIONS - `� A I H '� 8vaiade el MIA Job aioa. Mrew>el somm Ofty 1 30 • Idllldl d aeed ed . -' s:: ACCESS ESMT. (LOT 3) ' ( } : _ ' 77 w I - 6 PVC DRAIN STUB 6. Mw kslmloariormbMlese I I W- Q 8ppl0trAd drawirgs. Anyd+allpes#+omYleapplo+ed areas. •, ,, �, `� ,�`` `° ,��• PRIVATE ACCESS ROAD �' y �, � I 3 I a� Mlea�Il�,Mb ,a�a�Acl�,dTt, -.: j Q - y�' 1 J %',r JOIN ACCESS � 97�• • - :1�s -t, _. o in : �• 1. �1 matllods and melattais sllel meet Cltyat Ttllel�e h9uls Ord artd _ ;3 ? •. ; �i :!' . Z RAtMV f1 11 �r :MIN, p - 9 Pfd PIP£ •_ o I -1/? FA 5? POO =/4 ik j-- ----24" ti4IN - � ` S1 oPc TRENCH CROSS- S£CAO1r A0 SCAT £ - CL - ---- - _ _ - \ PATCH PER CIT STDS. S O 14 s D , =�t�,; ' - - } i � N 6' P t�C` _10 MIN � IL Ail V101 OF ROOF A SCAL £ o M I LOT 2 '' c.� , u�SeiaMlellllsAappNWbyftPftWallsoirtadol: _ : : r : � +o " I I _ 8, Cotlaadorshsi M*" a antall Wof teoad drawl p u %NL 36 8' • . i ._ :_ .: ;j �',�' . I cedor ! 6508 F I o o :� :: tF sty a -: z I 01 MI FFE: 1 v1 9. Calliac4orsllai pt�o+rlde n000lddrawirl8s piorbprojed 9njlapptanrfd. I. M meMwdaalld a atelida dd ITT daydTubb 6' Pkc 2 "fir I e j ) 2 ,0 I �" I 1 and Qaris6►tx6or► SYerlderdS, and Mle. J . ; ~; : � 1: �+ rol�oAn metal fenc , • ::;: .�_• --� �, �. 19 ASPH PVMT & 20' j 20 # MAWAC£ EMER. ACCESS ESMT. I 1 D) 2. OMwm a � • ; = .; , . ; •7 G i `: * •: 2s !� t " POTENTIAL BUILDING • - • -- f s - 1206 8 tPVC DRAIN � I+ larltalstormdrainWaeswlh "DualpNoWesle atldedller. _ ''� `• I PIPE ®Q.6y& # FOOTPRINT CONSTRUCTION SEQUENCE: �Or�ns4eStreamd "oralnabweMarld�,a b t :�' �i :'`� �. ; `A , EDGE ASPH PVMT & ESMT -- I I - •~ j ' s� :T!' W EDGE CURB FLOW LINE f C�lalndrrafer, as appica6le. • : `. Existing / House I ~+' ' •.F. :•j :,`.. � I 118 (D} _ I. LOCATE PROPERTY CG%%ERS, ,�, • • :� 1. J:_1 IRt1.G�► I 70.6 = - Affd P�W0?A1 j l `�+� ` - `^� 2. CLEARING LIP-ITS SHALL BE PROPERTY LINES AND EDGE OF EXIST ?AVEMENT. • ' • ° ,• : 1`j ';� :e''_i_ �• ` S££ S£C1 : :;1 1 �;• ` 3. INSTALL FILTER FABRIC SILT FE. l 29 s' �' NEW CB3 (TYPE 1) E ALONG SOUTH AND EAST PROPE LINE. �l•- ' j�- ' i �A .� :�'. �'`•. - • • I ` 4. STRIP THE SITE OF ALL TOPSOIL /VEXTATIO,Y. REC:EIV ti N� I o. - 11 I , RIM: 297.3 M N 5. ROUGH GRADE THE SITE. �'.1 =�' : ♦� : :s t" 1 A&V PbC �. !_ if�--t 7 .. INSTALL THE F EB °o Q - 0 '' • ' :� Ef D ASPH DRIVE r 1AY - _ i 29475 � 8 ) E T DR A INA GE SYSTEM a�D CtXv.�vECT TO THE EXISTING STl;Qat DRAIN. F 2 � � r j � p� • � s�••' - 7 j r-- . INSTALL ALL NECESSARY UTILITIES, °EATER AND SEVER SERVICE. 0 PROP. LINE w ' 8. FINISH GRADING THE SITE AN INSTALL ROAD AND DRIVEVAYPAVEMENT. P URLICI'VpgKS t •"� ='_ ;vt NOTE: PERFORATED DOWNSPOUT SYSTEMS SHALL HAVE A 6' PVC OVERFLOW PIPE CONNECTED TO THE STUD PIPES FROM PRIVATE DRAINAGE SYSTEM. TYP. ROOF DOWNSPOUT PERFORATED s DRAINAGE CONNECTIO TO BE INSTALLED BY THE BUILDER FOR HOUSES ON LOTS 2 AND 3. UroU7r Ccn�:�cr itiarf- C� U 7M A# OOtrTTWTOR S ML BE RESVVI.S E FOR tif+ rgr. TfiE LOCATIAK OVENSOt'I " WTI OF ALL E>d'ST1�IG unuris >wtiETlfER SWW ON DIM PLANS OR hOT BY POT+MM rhE 4 11ULES AW 9uR%V" rHE 1410ZOHT NNO VOTIM LOCAT10Nt PRIOR TO OONSAIUCTION- TiLS SMALL •VCLWE CAUM U TA ifY LOCATE O 1 -500- 424 -SM AND bM POTNO► -NO JU OF ;W 0094 UDUTXS AT LOCAT.GhS OF WW UINUTY CROSS�iG TO PHYSICALLY VERFIf TWO" OR NOT COWLICTS EXST. LOCA110 4 Of SAID uTUTIES AS SAM 04 TnESE P.AAS ARE NOT CU1IRA%MM AM ARE 9 "CT TO VAFaAT -(K r A PORTION of the; N.W. 1/4, SECTION 22, TOWNSHIP 23 N., RANGE 4 E•, W.M. ', •�--` :�' • SI01'IS; St; �' :C «,f NOTES: 1: RE PE T BENCHMARK S 144 ST - REMEW�•-5 22 03 A. Ex Sewer MH A- 14_ 1. NEW HOUSES ON LOTS #2. AND #3 SHALL HAVE SITE : :•�R M t ' rim = 296.1 FIRE SUPPRESSION SPRINKLER SYSTEMS. u' FDIC: >2 19 04 ' " `• inv(W-- >E &N) =29 ).1 CONNECT 2 NEW S 148 ST L • :•ti,f;'• NEW CB #1 (TYPE 1 slo 2. ALL UTILITIES SHALL BE UNDERGROUND PER ,o r :; -; * : ?� _.�_ E SEWERS EX. C 150 ST ' B RIM: 295 CITY CODE. ° S RIM: 297.2 2 3 4" IE: 293 +/- 3. PAVEMENT CUTTING IN S. 148th ST. WILL • �: • "���� inv(12'cp(in) =295.3 (} / ! •wtt' (MATCH EX. PIPE REQUIRE PAVEMENT MITIGATION P R CITY '4 ' EX FH inv(12 "cp(out) =295.1 W ATER ( ) y E C T CODE S 154 ST 4 ;' :��`z'i -, TER - ROW fog line ', V. M ETERS � ,: } s.,t • is : CV .�- EX FH = _ . ;�.: r S : :��: ass•: -� •� � -' �a- -- - R ow 1 -518 '`` �; : •`' '' _ ' & 04 PAVEMENT TREN H `W z N :sZ �' :i� •'� - --JOINTS IN FILTER FABRIC MATERIAL SHALL BE SPLICED AT POSTS. USE S FAPLES. HARE RINGS. OR EQUIVALENT / TO ATTACH FABRIC TO POSTS. -- - -2 "X 2" BY 14 Go. V61RE OR - EQUIVALENT. IF STANDARD ` STRENGTH FABRIC USED. FILTER F ABRII *;} I ONE ' RECEIVED FR9. REMOVE SILT FENCING AFTER SITE IS STABILIZED AND APPROVAL IS p • _� . `r � O'• :. � • ' a;, • �$ �' I � 6' PVC DRAIN STUB 7 4 1 j IE: 295 .0 I G�i i � c + 2971 ' POTE L:I" _' -o .s:: : =• 1 I B lLDING w �� J 'a • N r* • l �;i•r ; y 1 6 PVC SEWERS TUB I / i IE: 292.8 ESTIMATED GRADING QUANTIT �' w.' •� t � : I ��• . ,�.v w >,.o�: •; -: �.�;. "LOT 3 297 t # I E T. T::1e Plans Noce been rcciewed bF the T'ubIi§i c /� a' 't i F36 SF I LEGEND CU .. s6 CY,� r , • _ ,�; , o:' De nor canformance pith cu t: . t FILL: 73 CY •_ s ' "�•: `;: MIN. FIFE s, *Id3rcls_ Acceptance is s;:b;ect to arm d - •_' ••� ' • : I 3 296.0 I ' x which do cot authorize violations of -_ .. i:0 ! 7t a or �li!�:�� - -!�- S - • +` i r• • i ' �•• �, I g`Z I 1 .1x �_ ;li 2:1 The l esib= • dw TE. .1 2 ER FABRIC EXISTING SPOT ELEV: 297 4 Z 7 of the design res.s t� lY R. pA SILT FENCE (SEE ��� C cr. &' dearzios or r I:Us to these' PR ,:,mrirgs aster will o-' this a:"t:rr,c�r •• SCJIi.E: DETAIL) r : 2V ; OPOSED SPOT ELEV 297.4a - ..; da,e a : c V : . s a - -:d V611 rr.}_.rt eat of m iwd drag # 230 - --�=�• _ s-ubso utnt a -- / SILT FENCE: 70.60 - urce 1-,A OR1iN: s ,' a�;� = `s z • r-c: 2i�Ci O `iii le ^.5' N87'57'36 GRAPHIC SCALE :� :z Pi's :c �a; : ', B- -6 -'•. ,..� �` 20 : ?.:t. _ is ' • �r � � SCHROETER LAND SURVEYING THE ACCESS EASEMENT IS A PRIVATE ACCESS AND UTILITY EASEMENT T EME T 0 PROFESSIONAL LAI SURVEYORS 6 .7 B L HREE P.a Box 8 13 SeWhwst VashbVton %C62 (e 242 -6621 FAX c2G(2W,243-%79 243 -79 BE MAINTAINED . Y AL -T - LOTS.. 1 6 �o R �- -. - ; •- _ ' - !:; � - •. � r ti 3 r �'` lit .�► ``� - .. !. .C- - _ _ - - - a, • Wi ..' �� - i, ... v H • 0 • 0 f I U CALL # 1- 800 - 424 -5555 r I I tit �- �� I MINIMUM 4 "x4" TRENCH BACKFILL TRENCH tilt .. . NATIVE SOIL OF 3/4 " -1.5" % WASHED GRAVEL. -- 2 "X 4" WOOD POST, STEEL FENCE • --� POSTS, REBAR. OR EQUIVALENT. NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. SILT FENCE DETAIL 3 I I W in ( W 8 P ocan d do Z RAtMV f1 11 �r :MIN, p - 9 Pfd PIP£ •_ o I -1/? FA 5? POO =/4 ik j-- ----24" ti4IN - � ` S1 oPc TRENCH CROSS- S£CAO1r A0 SCAT £ - CL - ---- - _ _ - \ PATCH PER CIT STDS. S O 14 s D , =�t�,; ' - - } i � N 6' P t�C` _10 MIN � IL Ail V101 OF ROOF A SCAL £ CITY INSPECTG2 " NOTE: PERFORATED DOWNSPOUT SYSTEMS SHALL HAVE A 6' PVC OVERFLOW PIPE CONNECTED TO THE STUD PIPES FROM PRIVATE DRAINAGE SYSTEM. TYP. ROOF DOWNSPOUT PERFORATED s DRAINAGE CONNECTIO TO BE INSTALLED BY THE BUILDER FOR HOUSES ON LOTS 2 AND 3. UroU7r Ccn�:�cr itiarf- C� U 7M A# OOtrTTWTOR S ML BE RESVVI.S E FOR tif+ rgr. TfiE LOCATIAK OVENSOt'I " WTI OF ALL E>d'ST1�IG unuris >wtiETlfER SWW ON DIM PLANS OR hOT BY POT+MM rhE 4 11ULES AW 9uR%V" rHE 1410ZOHT NNO VOTIM LOCAT10Nt PRIOR TO OONSAIUCTION- TiLS SMALL •VCLWE CAUM U TA ifY LOCATE O 1 -500- 424 -SM AND bM POTNO► -NO JU OF ;W 0094 UDUTXS AT LOCAT.GhS OF WW UINUTY CROSS�iG TO PHYSICALLY VERFIf TWO" OR NOT COWLICTS EXST. LOCA110 4 Of SAID uTUTIES AS SAM 04 TnESE P.AAS ARE NOT CU1IRA%MM AM ARE 9 "CT TO VAFaAT -(K r A PORTION of the; N.W. 1/4, SECTION 22, TOWNSHIP 23 N., RANGE 4 E•, W.M. ', •�--` :�' • SI01'IS; St; �' :C «,f NOTES: 1: RE PE T BENCHMARK S 144 ST - REMEW�•-5 22 03 A. Ex Sewer MH A- 14_ 1. NEW HOUSES ON LOTS #2. AND #3 SHALL HAVE SITE : :•�R M t ' rim = 296.1 FIRE SUPPRESSION SPRINKLER SYSTEMS. u' FDIC: >2 19 04 ' " `• inv(W-- >E &N) =29 ).1 CONNECT 2 NEW S 148 ST L • :•ti,f;'• NEW CB #1 (TYPE 1 slo 2. ALL UTILITIES SHALL BE UNDERGROUND PER ,o r :; -; * : ?� _.�_ E SEWERS EX. C 150 ST ' B RIM: 295 CITY CODE. ° S RIM: 297.2 2 3 4" IE: 293 +/- 3. PAVEMENT CUTTING IN S. 148th ST. WILL • �: • "���� inv(12'cp(in) =295.3 (} / ! •wtt' (MATCH EX. PIPE REQUIRE PAVEMENT MITIGATION P R CITY '4 ' EX FH inv(12 "cp(out) =295.1 W ATER ( ) y E C T CODE S 154 ST 4 ;' :��`z'i -, TER - ROW fog line ', V. M ETERS � ,: } s.,t • is : CV .�- EX FH = _ . ;�.: r S : :��: ass•: -� •� � -' �a- -- - R ow 1 -518 '`` �; : •`' '' _ ' & 04 PAVEMENT TREN H `W z N :sZ �' :i� •'� - --JOINTS IN FILTER FABRIC MATERIAL SHALL BE SPLICED AT POSTS. USE S FAPLES. HARE RINGS. OR EQUIVALENT / TO ATTACH FABRIC TO POSTS. -- - -2 "X 2" BY 14 Go. V61RE OR - EQUIVALENT. IF STANDARD ` STRENGTH FABRIC USED. FILTER F ABRII *;} I ONE ' RECEIVED FR9. REMOVE SILT FENCING AFTER SITE IS STABILIZED AND APPROVAL IS p • _� . `r � O'• :. � • ' a;, • �$ �' I � 6' PVC DRAIN STUB 7 4 1 j IE: 295 .0 I G�i i � c + 2971 ' POTE L:I" _' -o .s:: : =• 1 I B lLDING w �� J 'a • N r* • l �;i•r ; y 1 6 PVC SEWERS TUB I / i IE: 292.8 ESTIMATED GRADING QUANTIT �' w.' •� t � : I ��• . ,�.v w >,.o�: •; -: �.�;. "LOT 3 297 t # I E T. T::1e Plans Noce been rcciewed bF the T'ubIi§i c /� a' 't i F36 SF I LEGEND CU .. s6 CY,� r , • _ ,�; , o:' De nor canformance pith cu t: . t FILL: 73 CY •_ s ' "�•: `;: MIN. FIFE s, *Id3rcls_ Acceptance is s;:b;ect to arm d - •_' ••� ' • : I 3 296.0 I ' x which do cot authorize violations of -_ .. i:0 ! 7t a or �li!�:�� - -!�- S - • +` i r• • i ' �•• �, I g`Z I 1 .1x �_ ;li 2:1 The l esib= • dw TE. .1 2 ER FABRIC EXISTING SPOT ELEV: 297 4 Z 7 of the design res.s t� lY R. pA SILT FENCE (SEE ��� C cr. &' dearzios or r I:Us to these' PR ,:,mrirgs aster will o-' this a:"t:rr,c�r •• SCJIi.E: DETAIL) r : 2V ; OPOSED SPOT ELEV 297.4a - ..; da,e a : c V : . s a - -:d V611 rr.}_.rt eat of m iwd drag # 230 - --�=�• _ s-ubso utnt a -- / SILT FENCE: 70.60 - urce 1-,A OR1iN: s ,' a�;� = `s z • r-c: 2i�Ci O `iii le ^.5' N87'57'36 GRAPHIC SCALE :� :z Pi's :c �a; : ', B- -6 -'•. ,..� �` 20 : ?.:t. _ is ' • �r � � SCHROETER LAND SURVEYING THE ACCESS EASEMENT IS A PRIVATE ACCESS AND UTILITY EASEMENT T EME T 0 PROFESSIONAL LAI SURVEYORS 6 .7 B L HREE P.a Box 8 13 SeWhwst VashbVton %C62 (e 242 -6621 FAX c2G(2W,243-%79 243 -79 BE MAINTAINED . Y AL -T - LOTS.. 1 6 �o R �- -. - ; •- _ ' - !:; � - •. � r ti 3 r �'` lit .�► ``� - .. !. .C- - _ _ - - - a, • Wi ..' �� - i, ... v H • 0 • 0 f I U CALL # 1- 800 - 424 -5555 r I s� r LEFT ELEVATION 1/4" 6-w.; ee c;Fwvw* .wa ver :!Teo Pilo! To cwwr„c�_ " red, v 30.ZW Ao. Ar.,,jox 7A i b 4- vAmw % 3r`.fi i i:a� - •r �i �.t+w a . _.t1 is '� �: ■ �:.ra OAK - %JQO� 41.96 d -M - 4 TIDE DRAWW16 OT FORTH GN TH SET OF BWLpMG PLAh4 As .V6TRUZN 6 CF 6ERYICE, ARE AND &4AL:. REMAN THE PFaOPERTY OF CRAM DE >Ir1C. _ENE PLANS ARZ c,- IGWTED MATERIAL AN ToEiR USE IS LIMITED TO TWE CG�l�TRUCTIOI$ ONES TUBE JIiWN OIL YEAR dF g1RGMAgE 15y TWE I PURCHASER ONLY POR A 8!°ECVIC PU BUILPMG SITE. ANY USE OF RI:EIN OF SAID BUILDNG PLANS 16 STMCLTY PROHIBITED WITI.M9 T}IE WRITTEN PERMISSION OF CRANE DESIGN. INC. VIOLATORS WILL BE PRDBECUTED IN FEDERAL COURT FOR COPYRIGHT T WITH FM5 UP TO ►111' o~oo VMATORS WILL PAY ALL ATTORNEY FEES 4 COURT COSTS. WRITTEN DMNE SI&* ON TI••'ESE DRAW17HGS � WALL HAVE PRECEDENCE OVER SCALED DII'"M"kx b CONTRACTOR SHALL CHECK H YERFY ALL , DW ENSIONS AND =NDITION6 PERTAINW5 To THE PROJECT PRIOR TO PROCEEDING TO TWE CCNSTWCTIG'N � PHASE. CRANE DEerw MG MIST BE NOTIFIED OF ANY VARIATION FROM THE DII"ENSIONS AND/OR CONDITIONS SMOI H ON THESE DRAII ANY WC14 VARIATION WALL BE RESOLVED BY r-PANE DESIGN. 11 INC, PRIOR TO PROCEEDMG WITH THE WOW OR THE CONTRACTOR SHALL ACCEPT RILL RESPONSIBILITY FCR I C46T TO RECTPY 6AT1E_ IN THE EVENT ANY LIABILITY 16 "POSED ON GRANS DESIGN, INC. OUR LIABILITY i TO YOU OR ANY THIRD PARTY SHALL NOT EXCEED THE PRICE PAID FOR CRANE DE55M - 6 PRODUCT. I #200 I!c 9 aft Ir 0 "t wa A � l y fi t d �; �'4 �.,! A l Sj � r y r i y ti it MA V ;_ . h im Y� 1• r wn�wo .... _ A 0 _ - � -•_- __-- ___._� _- ��4r .:}(�j.i � 7s- _CF_ _s Ert- ��- j� -2�.�� -��i �i.- - --��r — i r_M_f-�..Fiit�r/_��: � •'� �r - _. � -- - - —� - �.� �' � {_� c _ W - X7 - cam. - _ � — - �._ _._.- _� —. -_ _� _ •.1 � fr • =j ' - - ! , 4rrs r _ f = _ h G _ _ _ �/j U GiII / 17 IL ilJ isJ �/ ;- c iu rr - r aw qmr_n ' it `! �7 x j � s s i r ;s j MAO r 1 o ; yh Il M 0 gig a I L.— � § O U. r y �w r Q O 3 O Y DATE REV.: Vr od� 'r FRONT ELEVATION 1/4 A •�-- Ye®+me •ter. 4 BEDROOM W/ BONUS ROOM ELEV 7 PUN 1141SMER 2001 CRANE DESIGN, Inc. 010401 05m, a / y 1 s ELEV 7 PUN 1141SMER 2001 CRANE DESIGN, Inc. 010401 05m, a / y :7 HCUSE NUMBER OR ADDRESS TO 51 POSTED AND FL AINL■Y VISIBLE FROM. "TREE PR O\IT ING 5TRUCTURE — .. NOTE: I CONTRACTOR TO CHECK AN vERIFY AND SLOPE CONDITIONS FWOR TO CGNSTRUC CN � CRANE DESIGN SMALL EE NCTIFIEL OF AN' � r CHANGE DUE TO CCNDITI CN Si` I r IF i REAR E 1/4 MEMO, � i Now IN I I 1 f :7 HCUSE NUMBER OR ADDRESS TO 51 POSTED AND FL AINL■Y VISIBLE FROM. "TREE PR O\IT ING 5TRUCTURE — .. NOTE: I CONTRACTOR TO CHECK AN vERIFY AND SLOPE CONDITIONS FWOR TO CGNSTRUC CN � CRANE DESIGN SMALL EE NCTIFIEL OF AN' � r CHANGE DUE TO CCNDITI CN Si` I r IF i REAR E 1/4 MEMO, � i Now IN I I r ' ::`?AA= DE6GN, Inc. Reserve* All Legal Rlohta To T'aterlal On This BFieet - "Ject To Criminal Proseca►tton I � FOUND ATION PLAN 1/4" NOTE: � IF INFER 'O S"EET 5 - 3,4 FCA BEIED 1 ; Z-- EQ.NCE. C01i3 ' TOR Wr-E.- A:- phi °o+e '. ,: Ps Crodkod Ard 'A@r Prig To C.&*%r.•ctceL To gkwr42w jDW4 18'.')642 -3615 FOUNDATION NOTES • ANCHOR BOLT WASHERS SMALL BE 2'x2'x3/I&'. • ANCHOR BOLTS SHALL EXTEND 3/4' MIN. ABV. DBL. OR SINGLE , MUDSILLS FOR. WASHERS t NUTS. • ALL INTERIOR POSTS a CRAWL. SPACE SHALL HAVE POSITIVE TOP t BOTTOM CONNECTION. • ALL FOOTINGS a PERIMETER OF 7- .OUNDA`M SMALL BE BACKFILLED. U.N.O. • CRAWL SPACE TO NAVE 18'x24' MIN. CRAWL SPACE ACCESS. ' • CRAWL SPACE t CONCRETE SLAB a ! BASEMENT TO HAVE 6 M'L. BLACK ! I VISQUEEN VAPOR BARRIER • BUILDER/CONTRACTOR TO VERIFY Ft:RN. A DOOR KNOCKOUTS PRIOR TO CONSTRUCT • ANY FOUNDATION OPENINGS TO BE h" IN. 8' AWAY FROM ANY HOLDOUN. • MIN. CLEARANCE FROM 501: TO . ! J016 TO BE 18 12' FROM BEAM. TSE LEGEND HOLDOtM PER 604E MILE SW` = 51�- EARWAL L PER 5C�EDULE F s A13 - ANCHOR BOLT PER I SC44EMLE I 0 = STRUCTURAL DETAILS PER I TSE 64EET(S) i� i \►OTE: _' I CONTRACTOR TO CHECK AND vERIF`' SOIL AND I . CONDIT'CNS PRIOR TO CCNS 1 Ruc s ION CRANE DES I GN SrAi _ BE NOTIF'ED OF ANY 1L C -iA\GE DUE TO CC;NDITIONS ON SITE!. I FOL\IDAT I ON VENT I L. �T I ON 6 3 XV 0 -CREENE D =0UNDAT ON f ! VENTS = '28 OQ !�!. ";?o FT :4 = :0 Its ` • 12 i 12 I, " / = 10.1 VENTS f;Z�= -!RED I i PROVIDE : i i l9;'x8' VENT S bt cosr,� 11 > f �y, � r — 5 ( 5 QU O \ G� CffY OFTUKWItA PEANT CENM -QC�-� 200& cRAuF rFcirw 6,,. � f 0 f it ML0���3 bi M IL p > ° acT ` u { {pip ra S M O O O O O T M V V M to v� i Z iz_U ' O W ee ZP Q • V. 111111 M 10 cs I z I ce Z; ice° ul V Yd 3/23 A FOUNDATO PLAN SHEU 2 7 PLMIMAelm 010401 6 'Ai CRANE 0EOWs', Inc. Reserves All Legal RIShts To Material On Thls Shalt - Subject To Criminal Prosecution - , 0 f � 1 n (TYP.) i i a 40-'-0 A 5 I -1 0' I 3' -0' - _ b' -2' 5 W 2 MIN 36' DEEF 2 L AND I NIG� BLRD6. LN. ABV. e D. _ I (SAF. GL.) T 2 Se 4 3 XO S m 5 m XOX SOFFIT LN. 0 ARCHWAY tn DINING ROOM b ARCHWAY (L 0 J ; W U I V I NG ROOT" �3 PT r r t • 14 LINED NOOK MFG - GAS 'DIRECT VENT' F/P INSTALL PER MANUR SPECS F ROOM 5' -22• �' -62• 4' -$l. - ARCH ABV. N 36' 14. RAIL BLDG. L . ASV. if 4 1. , - [' -9' cn e- 2' - - 2 b' -'1' WASH U 2 O X 2 4 EFVr05 M .8 � = F L AUN. to in e 410 1 26 • E=Yi09 9 4 l 0 ' fti a I t I I E • Ri R ROC< TYP). i E I I I, 3'-3' 4'-3 ; Z' -3' ; 1 2' I T ' CAIN FLOO PLAN 1 4 (W/ BONUS ROOM) s , O'E: E- c a cn c V f N. �'BtRE ✓R~rER,tiCE_ •� a <ADN RACTOR %40 -E-- At. 0*w*iors &m -- 8e ONwk o a.Nd Ver:F�00 PrW To Cgwmn,=Lor ' Qeiord� �`.ati 'i81� �642.36�9 AomyR4r*: 2004 CRANE DESIGN,, Inc. M f l y i 5 ° fil t � I r •4 v� .v X 5 9 1 g � W ig 8 r - .1 T = F o ij t-r � YY € . lift - 0 F Y t b 6E O tL co Z N J � Z • Xi ��W� cp _ o LL. W Z h 0 w W Z p � ot cc �0 o �tu.2 cu U Y d =�v 90 FLOOR SHEET Zen=$ 3 7 010401 i 6 c�1 t � LG. LN HWH U BLD!s. LN. DR.� +lS AFF ` L. Y 8 . 5UJ"g ENTRY l -, ALL WALLS POSTS AND BEAMS TO NAME 112' Gm. tLcx TO � 2 1 14AVE 5/8• TYPE 0 Gl; (TAPE t FIJ6, - 4) 0 . r FX SBV i I S • .L 3• I E � , 4 CONC. SLAB O/ COt I FILL A i j SLOPE FLOOR 3 TOWARD DOORS I 5w�I �\ iT 0 ' fti a I t I I E • Ri R ROC< TYP). i E I I I, 3'-3' 4'-3 ; Z' -3' ; 1 2' I T ' CAIN FLOO PLAN 1 4 (W/ BONUS ROOM) s , O'E: E- c a cn c V f N. �'BtRE ✓R~rER,tiCE_ •� a <ADN RACTOR %40 -E-- At. 0*w*iors &m -- 8e ONwk o a.Nd Ver:F�00 PrW To Cgwmn,=Lor ' Qeiord� �`.ati 'i81� �642.36�9 AomyR4r*: 2004 CRANE DESIGN,, Inc. M f l y i 5 ° fil t � I r •4 v� .v X 5 9 1 g � W ig 8 r - .1 T = F o ij t-r � YY € . lift - 0 F Y t b 6E O tL co Z N J � Z • Xi ��W� cp _ o LL. W Z h 0 w W Z p � ot cc �0 o �tu.2 cu U Y d =�v 90 FLOOR SHEET Zen=$ 3 7 010401 i 6 I 0 0 'T a f e GENERAL NOTES • ALL HEADERS TO BE: 6x8 DF (2x6 STUD WALLS) (U.N.O.) 4x10 OF (2x4 STUD WALLS) (U.N.O.) • ALL EXTERIOR t GARAGE WARM WALLS TO BE 2x6 STUDS. (U.N.O.) • CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. - SEE SHEETS 5- THROUGH 6- FOR CONSTRUCTION AND NAILING SPECIFICATIONS. - GUTTERS t DOWN SPOUTS TO BE j PROVIDED AS REQ BY CODE. - ALL BOLTS MUST EXTEND 3/4' MIN. ABOVE DOUBLE OR SINGLE MUD SILLS FOR WASHERS AND NUTS. • EXTERIOR DOORS TO HAVE MAX. 1 3/4' STEP WITI-I MIN. 36' DEEP LANDING. • PROVIDE FIRE STOPS a ALL CONCEALED DRAFT OPENINGS • ALL SHOWER ENCLOSURE DR. TO OPEN OUT, IF NOT SLIDING, TO BE SAFETY GLASS. PROVIDE 6x POST OR 6' CONC. CURB TO PROTECT HOT WATER HEATER i FURNACE FROM VEWICLES. • 48' MIN. LAP SPLICE a DBL. TOP PLATE_ • FASTENERS INSTALLED IN PRESERVATIVE- TREATED WOOD SHALL BE HOT- DIPPED GALVENIZED. SMOKE DETECTOR SMOKE DETECTORS TO BE INSTALLED M ALL SLEEPING ROOMS t AT A POINT CENTRALLY LOCATED IN A WALL OR ARE PROVIDING ACCESS TO A SLEEPING ROOM ALONG WITH DETECTORS CENTRALLY LOCATED ON ALL FLOORS, NOT WIRED INTERCONNECTED W/ BATTERY BACK -UP. . "BUIIDE'� 01E ' I�SE TN4S DR��tal�� SEt FQR p�D C4F'SS�ti����� � TSE LEGEND = HOLDOiM r PER SCHEDULE ,I SW._ - SWIEARWALL PER SCHEDU - E V - AB_ = ANCHOR BOLT PER SCHEDUI E - 1 = STRUCTURAL DETAILS PER i TSE SWEET(S) �n WALL LEGEND � � G• Y { 2Xo WAL LS 1- - �A s; .�,,.9fo 2X4 WAL , � � � �, � d'� •�� � `t i �C,O� ..rte � � •_ F I:CTRirA OUTLET l l AND L 1 60 % , � AY T � L OU Y O t\ ' ER I f L VE. 4z .4REA `14!N FLT: :134 50. FT. � °20 SQ. r t ; 2054 50. F-. Rte': 232 60. FT. t . GARAGE: 415 50. FT. s ! Gs - ZING: (306. 120,54; =7D% !E r� c�1 � 0 I 0 0 'T a f e GENERAL NOTES • ALL HEADERS TO BE: 6x8 DF (2x6 STUD WALLS) (U.N.O.) 4x10 OF (2x4 STUD WALLS) (U.N.O.) • ALL EXTERIOR t GARAGE WARM WALLS TO BE 2x6 STUDS. (U.N.O.) • CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. - SEE SHEETS 5- THROUGH 6- FOR CONSTRUCTION AND NAILING SPECIFICATIONS. - GUTTERS t DOWN SPOUTS TO BE j PROVIDED AS REQ BY CODE. - ALL BOLTS MUST EXTEND 3/4' MIN. ABOVE DOUBLE OR SINGLE MUD SILLS FOR WASHERS AND NUTS. • EXTERIOR DOORS TO HAVE MAX. 1 3/4' STEP WITI-I MIN. 36' DEEP LANDING. • PROVIDE FIRE STOPS a ALL CONCEALED DRAFT OPENINGS • ALL SHOWER ENCLOSURE DR. TO OPEN OUT, IF NOT SLIDING, TO BE SAFETY GLASS. PROVIDE 6x POST OR 6' CONC. CURB TO PROTECT HOT WATER HEATER i FURNACE FROM VEWICLES. • 48' MIN. LAP SPLICE a DBL. TOP PLATE_ • FASTENERS INSTALLED IN PRESERVATIVE- TREATED WOOD SHALL BE HOT- DIPPED GALVENIZED. SMOKE DETECTOR SMOKE DETECTORS TO BE INSTALLED M ALL SLEEPING ROOMS t AT A POINT CENTRALLY LOCATED IN A WALL OR ARE PROVIDING ACCESS TO A SLEEPING ROOM ALONG WITH DETECTORS CENTRALLY LOCATED ON ALL FLOORS, NOT WIRED INTERCONNECTED W/ BATTERY BACK -UP. . "BUIIDE'� 01E ' I�SE TN4S DR��tal�� SEt FQR p�D C4F'SS�ti����� � TSE LEGEND = HOLDOiM r PER SCHEDULE ,I SW._ - SWIEARWALL PER SCHEDU - E V - AB_ = ANCHOR BOLT PER SCHEDUI E - 1 = STRUCTURAL DETAILS PER i TSE SWEET(S) �n WALL LEGEND � � G• Y { 2Xo WAL LS 1- - �A s; .�,,.9fo 2X4 WAL , � � � �, � d'� •�� � `t i �C,O� ..rte � � •_ F I:CTRirA OUTLET l l AND L 1 60 % , � AY T � L OU Y O t\ ' ER I f L VE. 4z .4REA `14!N FLT: :134 50. FT. � °20 SQ. r t ; 2054 50. F-. Rte': 232 60. FT. t . GARAGE: 415 50. FT. s ! Gs - ZING: (306. 120,54; =7D% !E r� I i A Y u r a 4 u 1 e � 1 h C i I 11 rl , • nj � stn N A Z o C ts� N X .. 1 O m m211111 NI IJ I 1:1 + k i l l till �I I Oi Ni I Oi l ull a l � I Iw I ._... . _ ....�_ .. ....._ r 0i it m lE it it (r I It I d it it (1 i1 III) ai \ I I � '• it II \ I I 0 rv;� ti i(1 N I I tl N 0 � 1 1 ' •� •: rte . • tl ki i 1 .,, -4 �� J ► tt i t •; •' �'>1 z I I! 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Valley Hwy, #H102 Phone• (425) 658.0559 Fax- (425) 8560579 FOR- Ilrit�C� E v � i f m m Ir I u� n I rVnlmrn � � - SIP i 03 �ro� ! cP �, .� cn w - �ovr�i,.� ..� r "U� p I ►� A d ITT i ! - r � E--a00 p (}z T" N r ` (P i 1 o � d i- (� � Q �: �4 r" iriir �m xm OiTi U rn 0 — i�tc c j i ! iU��• ��� u'm=� - •E� 1t �� T- O I I N M r - r ll -n o rn rrl M (n { 1- C7 (P - T�- � I m Upp (n N� - � An m EpiUp3 U ;� IT! n ! (n L• 117 Gl �" (n - j � r -.- n 0 O t / Z �' N � 70 i � -4 fire r: �l ( p 0 r -� p (1� u� m m i �r rn�Tl Op U 7 _rte X - rlr ti O 0• N (n cn O- 0 •--T Ill 10 0U-+� r c 'm �N� In IN 0 r - �r- rnr '���'' �0 nU m I 7 I (ms, (n x (n i i 0 �nr�rn n iUp�r� - X��; � � {�t�rtlp- •n��rl9n�-� i i �U�� u'pV� m h X O t X m v� m P -4. Z 1 c � (3) (P C j -4 Q ; SJ ( n r t. 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V,e, of toe draw"s b tented to o specl�bd p•'O.'eCt @0+' "r"-s hawed nereOn, and f or the c On►1r%4f 1*% or One bWtdnp MY we or rouse e.0 ■wo dra"e is strictly proNblted without two ev"tfn off ssmt Of Crony Deslpn, :ne. Vrttten dM+enrRM en VIVO 411'so a watt Mve DetCedwMe Over scaled Ownsgns. Contractor ~% verify a.+ 'llfienil and /a condtlt7ns pertaMM�lp to ene eortc Pr'gr t0 pr•lu.elenq to v w construe" " pm-go. . ~4 tl�a.pw, Inn r-w/t hr - ot 1.IP7 0: any var•av". 4F-C- tme cove + wss ondior eonwtion: .horn On thew drswbVb. and wcP% werto UDAb shstt be ev"vea by :cane 00alan, Inc. prior to proceedtnp 011% tie work, or Vw contractor srwtt accept ruu resoa+smAty for Costs to rectify saws i 1T1-1 L IrT1i I f -4 l { �M 7n P -4 I- 1- rtw• arowvs ono pons .s% Forlm Or• t•rs •:wlvt a. tnsertrr.rntt Or cenvreo aw, a•w slats r`Hlaln t" % ey r� C rano D09101 •, Im. V,e, of toe draw"s b tented to o specl�bd p•'O.'eCt @0+' "r"-s hawed nereOn, and f or the c On►1r%4f 1*% or One bWtdnp MY we or rouse e.0 ■wo dra"e is strictly proNblted without two ev"tfn off ssmt Of Crony Deslpn, :ne. Vrttten dM+enrRM en VIVO 411'so a watt Mve DetCedwMe Over scaled Ownsgns. Contractor ~% verify a.+ 'llfienil and /a condtlt7ns pertaMM�lp to ene eortc Pr'gr t0 pr•lu.elenq to v w construe" " pm-go. . ~4 tl�a.pw, Inn r-w/t hr - ot 1.IP7 0: any var•av". 4F-C- tme cove + wss ondior eonwtion: .horn On thew drswbVb. and wcP% werto UDAb shstt be ev"vea by :cane 00alan, Inc. prior to proceedtnp 011% tie work, or Vw contractor srwtt accept ruu resoa+smAty for Costs to rectify saws I • 4 • tr 4 r 4 r - . aw 0 J A 1 y r n 7' e. It ,IS 1 '1 1i1 li I11 �� n m (4 ` I L I: 111 I tl if A i II to �/ 11 ii 11 p .4 I f I •'\ . i t j 1. 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'anr. asr•wr so ec mpmp `• ' or ampb vrtn wont, or ,a1mp re 61 — - , -.v - 0 'o 010401 -C.0M44C . .Clt?��.E- " i �eAW*;CWS StWil - =W COISCFAMO AAO Vor-f CFCl "Aft 11" 4 0 44 2001 CRANE Mr9GH, Cie. —0— �46 +s AL 4b swap S I 4 -.dAj r 0 f _ __ _.. .. --.. _... 1. .• ..• - r -. •r �. -� . -. -_ -!. _. ... � . .w.._ - •�'�Mr- •-. - .rte. - •-r_. ;. �_i••w..• �arrw .r -.�• -.. _ .•. -. .I - - • . •• _• •. ._ :S- •. • • •. � CPA)* D Ire les.rv66 All Legal R SM& To P1alarfal On Ms 011 st - "Jact To CrINW01 Pr0*4=* oa I • - , •• - , • • • • - •- • - • r. • - • •• a 11111MIN11 Milli s fl P4 t uo VIP 0-0 1 fir..- �"�r��►���"r���rC'i�y�l� �� � � i�j i o. l ip., /. ter.!' - - -- — - - - _ 0�� RIGHT ELEVATION 1/4 , W/ BONUS' ROOM Grohi�R.4ur�R 4GTF- 002 es CkOCV -00 +MO VO-M" P--or To C 40 • e • 1 I P C gaff twam r6"Z sA2i F RONT ELEVATIO 1/4" W/ BONUS ROOM a ISIM I l O U. V -- - 3 Q •. Q w Y OATS REV.: Facts TA- 5 Cffv cWn qy A OPTION' Pawco of T RJIN t�i�t 010401 2001 CRS DESIGN. Inc. s I 0 c� a A f I �uj' � ! � � 2 � 13' • 3_ I , 1 ,1 'I ft lw N v A n A fA i A A w 0 Z C 0 0 K rr 0 O in n °z 0 � r D D �.� n .•� rti w j 0 th 70 > C7 � 't 0 tT N f h _ 0 cS z ; ! v r D Z W.-a - 4'� M M 4; I I I . �) r O rn n I I U QJ A m m � - I O p O I O r n - n t0 t � i •. I m 70 Gn � ~�� � Z -+ D N b Cl I I h.., z rn O3 ZZI � �ml : I o ...j I \ II I rc< I I I t 3 I II I tt �) ai T MR 1 r .*.Zw • � I .... !Ii- 4x10' DFIT i rk u l 1 I- 1 I i rn �r N m � m ill AT 6 I I I I\ 1 I .117 �1 ..� I I I I I \\ I ko ' 1 U3 m CA I I 1 9 I rn c.4 .� A I i 1. I ' JO L I I . _ .. cal .� �,� �^ t�G I..... � I. .. . _....... ......._. _.._ ._..._._.__ ._....— ......._. {.._...._.---- • - --- -- -__._. - - -- - - - -+� I I 1111 wit 11 "m I I I I I I Ir, c; rn cn W 1 0 0 r a` b r r 0 n 0 I p z ` ► cn � j I �- I j e • u , N I hl n I rn 1 0 I 0 � W O A O � N I n � -n I oil I l Nation- Wide Toll -Free 1-0- 64246 -1 CRANE DESIGN INC. CUSTOM DESIGN & STOCK PLANS KENT -1$000 72ND. AVE. S. # 109 Phone- (425) 660559 Fax- (425) 656.0579 FOR! The m -*wWgs " plans sae forth on V% WWt as rWV%nents Of 4ervice eh, and shall r""Im lr+e prep.rty or Cray 0096r, b%c. Usi of the drow%ps Is "to to a speetfhed pro��eectt for persons rowed hereon, and for the constructb ne bultdkhn of oa My usw or reuse of sold draO 0 It atrWtly prohstatted w1wout the erhtten Poo Pd of Crone 1*%IW, IM. Vrhtten dnensbns On Vft drowbV abed have procedence over scaled dlrenslons. Contractor shalt verNy alt pn dlwens,ons a nd/00 CDP%S%s p'ert.w,p to "w work prbr to procefanp to the C 01%9V%ct"sn phase. Crane Deshpn, Inc. rust to not<n" of any weefts ns fro^ the dhensbns anWor ConestlarK shown an "so drawV*s, and such var4aVans shalt be resolved by Crane De619n Inc_ prior to proCeednp Nth the work, Or the contractor shod accept OW respon t♦eaty for costs to efctlfy Sw" I I� D• � 01� 31 lr II b � tt�I z I lz II z �r0 I� I rni0 o O l �!I I I l l W 0 70 A I I I I I p�, II „ _, O •• I , II II I II v` N w�lO�' LO w I II f! I! �• I��II II --{• . : I I I f l I I I I Ir, c; rn cn W 1 0 0 r a` b r r 0 n 0 I p z ` ► cn � j I �- I j e • u , N I hl n I rn 1 0 I 0 � W O A O � N I n � -n I oil I l Nation- Wide Toll -Free 1-0- 64246 -1 CRANE DESIGN INC. CUSTOM DESIGN & STOCK PLANS KENT -1$000 72ND. AVE. S. # 109 Phone- (425) 660559 Fax- (425) 656.0579 FOR! The m -*wWgs " plans sae forth on V% WWt as rWV%nents Of 4ervice eh, and shall r""Im lr+e prep.rty or Cray 0096r, b%c. Usi of the drow%ps Is "to to a speetfhed pro��eectt for persons rowed hereon, and for the constructb ne bultdkhn of oa My usw or reuse of sold draO 0 It atrWtly prohstatted w1wout the erhtten Poo Pd of Crone 1*%IW, IM. Vrhtten dnensbns On Vft drowbV abed have procedence over scaled dlrenslons. Contractor shalt verNy alt pn dlwens,ons a nd/00 CDP%S%s p'ert.w,p to "w work prbr to procefanp to the C 01%9V%ct"sn phase. Crane Deshpn, Inc. rust to not<n" of any weefts ns fro^ the dhensbns anWor ConestlarK shown an "so drawV*s, and such var4aVans shalt be resolved by Crane De619n Inc_ prior to proCeednp Nth the work, Or the contractor shod accept OW respon t♦eaty for costs to efctlfy Sw" r STRUCTURAL NOTES GENERAL: ALL MET IOM MATERULS AM WORKMAWSIV ARE TO CONFIORM TO THE INTERNAATWHAL BUILDING CODE AND STANDARDS. 2003 EDITION (IBC '03). AS MOM AND ADOPTED BY THE OOM KING JUIBSDICIION. THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING,; o.) PROVIDING TEMPO SHO AND BRACIN UNTI ALL STRUCTURAL ELLAIENTS HAVE BEEN INSTALLED AND WC11ONS, COMPLE b.) FT R1fH('A �N AND COORmAT O HALL olemm p ELEVATIONS BEFORE PROCEEDING METH THE WORK. c•) BRINGING TO THE; ATTENTHON • OF THE BUILDING OESKm ANY CONFLICTS IN DIMENSIONS. MATERIALS OR NOTES SHOWN ON THE PLANS. d.) INSTALLATION OF PROPRIETARY PRODUCTS IN ACCORMACE WITH MAMUFACROWS SPECIF1CATIM AND REC018AENDATIONS. MATERW„S, MEMBER SIZES. NOTES, ETC. SHOWN ON THESE STRUCTURAL PLANS ARE SPECIFIC FOR THE PROJECT AND TAKE PRECEDENCE OVER ANY CONFLICT WITH THE STRUCTURAL NOTES UT FOLLOW. DESIGN CRITERIk FLOOR LIVE LOUD 40 psf (frith other On bads in aocordanc* with 1BC '03. Lobo 1607.1) SSNO LOAD 25 P# n o. V3m- 85 h / SEISMIC- SOA. SITE CLASS - DDSs -135X% WC-E FOUNDATIONS: FOOTINGS ARE TO 8E PLACED ON UNDISTURBED NATIVE SOIL WITH AN ASSUMED DESIGN BMW CAPACITY OF WOO W. EXCAVATIONS ARE TO BE TO THE DEPTHS SHOWN ON THE PLANS AND ARE TO BE FREE OF STMIOING WATER. OVER EXCAVATIONS ARE TO BE BACCFILLED WITH LEAN CONCRETE (fc -2000 psi) OR COMPACTED FILL IN ACCORDANCE WITH RECOMMENDATIONS OF A GEOWCHNICAl ENGINEER. STRUCTURAL CONCRETE: ALL CONCRETE IS TO BE MIXED. PROPORTIONED. CONVENED. AND PLACED IN ACCORDANCE WITH iBC 6 03. IBC '03 STANDARDS AND ACI -301. MINIMUM 28 DAY COMPRESSIVE STRENGTH IS 70 BE 3000 pqaii� FOR WEATHERING. (250Mpd USED FOR DESIGN, SPECIAL INSPECTION NOT REQUIRED) WITH NR ENMIZENT N ACCORDANCE FTH TABLE 1904.2.1. RONFORCING STEEL IS TO BE GRADE 40 DEFORMED BARS PER ASTM A815 WITH DETAILING. FABRICATION MID P1ACEMEW PER IBC '03 MID ACI -318. II[ERSECTWG CONCRETE WALLS & FOOTINGS ARE TO HAVE 04 CORNER BARS WITH A MINIMUM OF 18' OF EMBEDMENT AND SPACED THE SAME AS THE HORIZONTAL REINFORCEMENT. PLYWOOD DIAPHRAGMS: ROOF SHEATHING IS TO BE 1/2" SPAN RATED 24/16 MINIMUM ONMCTLY NNLEO TO SUPPORTING TRUSSES OR R WITH 8d COMMON O 6'o.c. AT ALL EDGES AND 8d COMMON O 12' oc. AT ALL INTERMEDIATE SUPPORTS. FLOOR SHEATHING (SUB-FLOORING) IS TO BE 5 8` MINIMUM SPAN RATED 16'o c. T&C DIRECTLY GLUED AND NAILED TO SUPPORTING Jolm OR BEAMS WITH 10d COMMON O 6' O AT ALL EDGES AND AND 10d COMMOM O 12 AT ALL NTERMEDIATE SUPPORTS. ALL SHEATHING IS TO BE LAID UP WITH THE FACE GRAN PERPE,NDICUJIR TO THE SUPPORTS. WOOD ROOF TRUSSES: METAL PLATE CONNECTED WOOD TRUSSES ARE TO BE DESIGNED BY A WASHNNGruh STATE PROFESSIONAL ENGINEER IN ACCORDANCE WITH ANSIJiPI 1 -IM 'NAMIAL DESIGN STANDARDS FOR LETAL.--PLATE CONNECTED WOW TRUSS CONSTRUCTION' AND OC '03. METAL PLATES ARE TO BE ICBO APPROVED. VERIFIED BY A CURRENT REPORT NUMBER TRUSSES. INCLUIXNG DRAG TRUSSES AND SEAR FRAMES. ARE TO BE PLANT FABRICATED BY A MANUFACTURER IN COMPLIANCE WITH OC '03 SECTION 2303.4. THE TRUSS W MACTURER IS RESPONSIBLE FOR VERIFICATION OF ALL TRUSS LENGTHS PRIOR TO FABRICATION. THE TRUSS ERECTION CONTRACTOR 1S RESPONSIBLE FOR ALL TEMPORARY BRACING DURIMG' INSTALLATION AND FOR ALL PERMANENT BRACING IDENTIFIED ON THE TRUSS PLANS. METAL CONNECTORS FOR WOOD: THE MOOR NUMBERS OF METAL CONNECTORS WHERE SPECIFIED ON THE PLANS ARE THOSE AS MANLIFACIURED BY SIM1PSON STRONG -TIE COMPANY. W. BOLTS ARE TO BE A307 WHIM WASHERS AT ALL WOOD SURFACES BENEATH WAD OR MIT. BOLT MOM ARE TO BE 1/18 GREATER IN DIAMETER THAN BOLT DIAMETER. NAILS ARE TO BE COMMON WIRE NAIU.S AND OF QUANTITY. SIZE. LENGTH AND TYPE AS SPECinED BY SIMPSON. WOOD ROOF TRUSSES ARE TO 8E CONNECTED TO THE PLATE: LINE WITH ONE (1) SIMPSON Ht HERRC WE TIE AT EACH TRUSS BEARING. NAILS ARE COMMON WIRE. FASTt?iM INSTALLM W PRRSERVATIVE TREATED WOOD TO BE HOT DIPPED - OALVANRED. PER IBC 2304.9 .5 WOOD FRAMING: 2x LUMBER W HF 2 OR BETTER EXCEPT WALL STUDS WAY BE W STUD GRADE A SILL PLATES HF#3 WHERE NOT SPECIFIED ON THE PLANS: a.) COLUMNS N MULLS ARE TO BE (2) 2x STUDS OF THE SAME WIDTH AS THE WALL AND SPIKED TOGETHER WITH 10d O 12• ox. (UNLESS NOTED OTHERWISE) D.) FLOOR FRAMING PARALLEL TO INTERIOR PARTITIONS IS TO HAVE ONE FLOOR JOIST DIRECTLY BENEATH EACH PARTITION LESS THAN ONE HALF SPAN LETM AND T*O JOISTS WHERE PARTITION EXCEEDS ONE HALF THE SPAN LENGTH OF THIE JOIST. C_ ) FLOOR JOISTS ARE TO BE BLOCKED AT ALL BEARINGS. d. MULL TOP PLATES ARE 70 HAVE STAGGERED SPLICES A MNNUM OF 4'-0' APART AND SPIKED TOGETHER HN THE SPLICED ZONE WITH A MINIMUM OF 8-16d SINKERS. e.) WORD IN CONTACT WITH THE WE ATH M SOIL. CONCRETE OR MASONRY IS TO BE PRESERVATIVE TREATED. f.) ISOLATED COL MN!S ARE TO HAVE •CC' TYPE COLUMN CAPS. COiLLAM IN WILLS ARE TO HAVE W. 1.PC'. OR 'PC' TYPE POST CAPS. STRUCTURAL GLUED LAMINATED TIMBER: MANUVAACRURED BEAMS ARE TO BE OF DOUGLAS FIR AND STRESS GRADE COMBINATON 24F -V4. BEAM CAMBER WHERE IEQIUV" IS SWWN ON THE PLANS. STRUCTURAL PREFABRICATED WOOD PRODUCTS: WOOD I -8EAMS AM Ofl#R PREFABRICATED WOOD PRODUCTS SHOWN ON THE PLANS ARE THOSE PRODUCTS AS YANFACTURED BY TTRUM JOIST Moclwltum MALL Sim OW) WALL SHf T'6 NOT SNOIHNN) TO BE CONTWOUS LEDGER UNDER 3-15d O EACH STUD ROOF WFIG w/ EDGE NAILING TO LEDGER i (MN.) LEDGER •� TRESS TOP CHORD G LEDGER DETAIL 1 s s1 . - 0 s SHWLOW PALM P R PL1IK P SCHEME FLOOR s#laHirJG S:E11R*AUL FLOOR SHEATHING EDGE liAiiNr; RM JOIST FUJ M AM to JOIST JIXT 8E (I ; (JOISTS NYAY To NALO W/ ANCHM BOLT Fat P PLAII mm HALING I PER p iwG'�IOR BOLT Puff I t FOUAi 06% w i fOUCIITCN w PER MWINK81104 PER LOGL , URRICn k WC& JUIIISDIC"AOt1 c FRAMING DETAIL 0 1 M RAING DETAIL �OPT�10N f 1t1• -ar , =1 •..M SHEARWALL - EDGE NAMING FOR CONK. OF SHEATHING TO HOEDOWN STUD GIMP.) 2x6 STUD w/ - 10d O 3' o.c. (ST AGGERED) FULL LENGTH G FLOOR TOP OF CONC. WALL Q TOP OF FoOlu G NOT SHHONN FOR sm I WT SHEARFLO1W HAILING PER SHEARWALL SCHEDULE SUBFLOOR 101 O 4' o.c.-- ---� (2) 2xfi OR 4x6 HOEDOWN StUO STRAP TYPE HOEDOWN PER PLOW I - 4 ' ! 1 i I I 3 ' L 6 ' 1, � x F H HoLDOWN DETAIL 1' -r-or FULL DEPTH m JOIST E oac P.T. SILL H ATE w/ ANCHOR BOLTS Pat FOUATt1u" PLAN! 2x6 G LOCK SETWEEM JOIST'S AND NALL •/ 106 O 4' ax, FROM � Mp,T R BLOCK TO TOP PLATE � HOkbm IiIRTN,iFAACTLIR£R'S IIEMTE '�llr5) DBL - TOP PLATE 14 Ma APO 1'OUlNCII1Ct1 WJIL.L OMBEDDED III FOOTING PER �w UPPER FLOOR SHEARNALL EDGE NAILING �. / `- FLOW FL NMLING PER SHEAR94L SCHEDULE MAON FLOOR SHEEARWAU. EDGE 'FARING BALI. PR PLAN OFFSET SHEARWALL DETAIL 3/ 4'= j' -0' I I SHEARMAU. PER PUN (SHEATHING NOT SHOWN) •-� 011. SHEAANNXi To OLOCKS AS FOR SHEARWALL EDGE NARMG TIE STRAP: SIMPSON LSTA21 w/ 10d (T�r�c,Ai? 2. KING STUDS 4x2 FLAT BLOCK WALL OPENING REINFORCEMENT AT SH EARWALL SYH. AB'T PER PLAN (SWrC NOT SHOWN FOR CLARIM SHEARWALL EDGE - NNLING FOR CONN. OF SHEATHING TO HOLDOWN STUD (TYPICAL) 2x6 STUD w/ 10d0 FULL LENGTH (STAGGERE'D TOP OF CONC. WALL V TOP OF FOOTING V I' I (2) 2x6 OR 4x6 1IOLDOWH SRUO STRAP TYPE HOEDOWN PER PLAN P.T. SILL PLATE W/ ANCHOR BOLTS PE FOUNDATION FOLINDAIM IMAM. A IM. REINF. (PER HOLDOIWN MAM1fACTl R"S REQUIREMENTS) #4 GENT AND IN FOOTING • 3' 1,, oc `CONG3xm FOOTING SHEATHING# - EDGE NAMING - - .,. REMARKS - UPPER FLOOR SHEARWALL COLDS HOEDOWN DETAIL 8d O 6' o c. 16408 E 230 If P 1' -1 -0' 15 � 0 A.t 18d O 54 o.c. EDGE NAILING 350 pff SW3 22.5' MIN. SOL A61 18d O 4' o c. SEE NOTE 5. 3' TYP• ; >-cmmwus W. 1 . F4 450 plt SW4 15/32` PLYMwO ONE stiOE PLAIQ .18d O 3' ox. SEE NOTE 5 NOT USED 600 Pff SINS 15 / FACH SIDE - D Od O 4' O.C. may ' o ' c ' SEE NOTE 5 140T USED 700 plf SW6 15/32" PLYW" O EACH SIDE 8d O 3' o.c• 16d O 4' ox. 2 ROWS SEE NOTE 5. NOT USED 900 PN SW7 15132' PLYW O EACH SIDE 8d O 2' o.c. 18d O 3' O.C. 2 ROWS SEE NOTE 5. NOT USED r l a • • • • H9 HH0011 -SDS 4x DFL #2 24 $p5 Jy ) EAMS x3 SCR 1 O x 30 THREADED NOT USED FASTEN SHFAIH NG TO HEADER WITH 8d COMMON NAILS N 3' GRID PATTERN AS SHOWN STRAP TIE SIMPSON 512215 W1 20- {1YP: ( ON SIDE OPPOSITE SWATH 14G) i. _. __! _. - -• - - 7/16' SPAN PAM SHE AIHING 2410 UK s/2 ROWS OF 8d 0 3 o c. -'- -- -- - AT PANEL. `.DGES (I ROAN OF NAILS • ' INTO EACH SRUC AND SILL PLAn IF PANEL IS NOT CONTINU Ou% . • !ROCK PANEL EDGE :/A SIDLE 44 AND ATTACH EACH PANEL EDGE 2) tic BOTTOM TO BLOCK w/2 'AM OF 8d 0 3 ox- i HOEDOWN PEP. PtM SILL PULE 4 0 • •- •- � R�' 8d O 3' O.C. t ROW INTO .. : EACH PLATT: II 0 II 12' LONG I I AWCIIOR BOLT (2) AS 9mm w/ y I f 2iw /1G' Txac PLATE a4f1IS CONCRETE - - - --` - -- - - CONTINUOUS PROVIDE I - f4 JrL DOWEL sAlt 11T � FO M NTD E PORTAL FRAME DETAIL t 1 f rSE ENGINEERING 12810 N.E. 178" ST. •Suite 101 Woodirwille, WA 98072 -8702 025) 481 -6601 & FAX: 481 -6371 -S' *A - 149lW F%PIRES 0N1a7 6 project title: PLAN #010401 TSE #3328 sheet title: STRUCTURAL NOTES AND DETAILS revisions: 3/1 CHTVOPTUKVWLA PFAWrCEK= designer: KR drawn: KR checked: TLP date: 04/01/01 scale: AS NOTED file: 3328 - -IBC -1 sheet #: TSE 1 sHEAMALL SCHEDULE 1,2.3.4.6.7.8 MARK SHEATHING - SHEATHING# - EDGE NAMING SHEAInOW mum REMARKS - UPPER FLOOR SHEARWALL ALLOWAKE SHEAR SW1 15/32' PLYWO ONE SIDE 8d O 6' o c. 16408 (16) I6d 230 If P SW2 15 � 0 8d O 4` o.c. 18d O 54 o.c. EDGE NAILING 350 pff SW3 2YWb OW 15/3t ` PLSIDE 8d O 3 ox. 18d O 4' o c. SEE NOTE 5. NOT USED 450 plt SW4 15/32` PLYMwO ONE stiOE ed O 2' 0.0. .18d O 3' ox. SEE NOTE 5 NOT USED 600 Pff SINS 15 / FACH SIDE - D Od O 4' O.C. may ' o ' c ' SEE NOTE 5 140T USED 700 plf SW6 15/32" PLYW" O EACH SIDE 8d O 3' o.c• 16d O 4' ox. 2 ROWS SEE NOTE 5. NOT USED 900 PN SW7 15132' PLYW O EACH SIDE 8d O 2' o.c. 18d O 3' O.C. 2 ROWS SEE NOTE 5. NOT USED 1200 pif Imils..a: 1. SCHEDULE IS BASED ON 2003 INTERNATIONAL BUILDING CODE FOR WOOD FRAMED WALLS WITH 2x4 (MINILWM) HEEL -FIR STUDS O 24' ox.. 2. SHEATHING IS TO 8E SPAN RATED 24/0 MINIMUM AND MAY K PLYWOOD OR 0S8. 3. SHEATHING THICKNESS MAY BE REDUCED TO 3/8' OR 7/16' PROVIDED STUDS ARE O 18' ox. W1X1MlfM. 4. SHEATHING IS TO BE DIRECTLY APPLIED TO STUDS AND ALL EDGES BLOCKED. 5. STUDS ARE TO BE SINGLE 3' NOMINAL OR THICKER AT ADJOINING PANEL EDGES AND SHEATHING HLVLIHIG STAGGERED FOR SW3. SW4. SW5. SW6. & SW7. 6. L.W. NAILS ARE TO BE COMMON WIRE. 7. SHEATHING NAILING AT INTERMEDIATE SUPPORTS IS TO BE 8d O 12' ox. 8• SHEATHING NAILS ARE TO BE DRIVEN SO THAT THOR HEADS ARE FLUSH WITH TIME SURFACE OF THE SHEAATHING. I HOLDOWN SCHEDULE UPPER FLOOR HARK "OLD0Ym (SIMPSON) WALL STUD ANCHOR BOLT -T UPPER FLOOR SHEARWALL COLUMN /1401.TS H1 HPARD22 (2) 2x W STUD (16) I6d FLOOR SHEATHING FLOOR SWATHING 4111 H2 STHDIORJ (2) 2x HF STUD (28) 10d EDGE NAILING H3 STHD14RJ (2) 2x HF STUD (38) 1 O FLOOR JOIST RIM TO TOP PLATE: H4 PHD2 (2) 2x HF STUD x3 SS S SSTO16 NOT USED H5 PHD5 (2) 2x HF STUD x 3 r SST820 H6 PHD6 (2) 2x HF STUD 1 i S S X3 I;tm SST828 NOT USED H7 HDQS (2) 2x DFL #2 20) SOS Y x 3' SCREWS SST828 NOT USED H8 HOSA 4x DFL # (3) 7/8' 0 SSTS28 NOT USED H9 HH0011 -SDS 4x DFL #2 24 $p5 Jy ) EAMS x3 SCR 1 O x 30 THREADED NOT USED dl2II::: 1.) THE 'H2' MAY BE A STHHDIO. & THE 'H3' MAY BE AN STHD14 AT NON RIM JOIST APPUCAATIONS wee ROOF TRUSS EDGE NAILUNNG ---,_ 2m BLOM &Q� EDGE NAIUNG PER PUN SDOSON ENCRY T OR RAFTER TYPICAL ROOF TO WALL CONNECTION SIHEARWAIt - EDGE NAILING 10d 0 6' oc. SHEARWALL - GABLE END TRUSS OR RAFTER 1Qd 0 6' O.C. EDGE NAILING �- 2x6 NAILER SHEARWALL. ----- PER PLAN DOUBLE TOP PLATES TYPICAL DETAIL AT GABLE END 1 =1 D 1' =1• -o• @A%EARWALL DETAIL BEIWEEM UPPER AND MAIN FLOOR. SHEARWALL DETAIL (OPTION) UPPER FLOOR UPPER FLOOR SHEJARFLOW NAILING PER SHEARFLOW NAILING PER UPPER FLOOR SHEARWALL SHEARWALL SCHEDULE UPPER FLOOR SHEARWALL SCHEDULE PER P[AN SHEARWALL ROM ,LOST PER PUN RIM ,101ST - �� FLOOR SHEATHING FLOOR SWATHING 4111 EDGE NAILING UPPER FLOOR SHEARWALL EDGE NAILING + FLOOR JOIST RIM TO TOP PLATE: (JOIST MAY tE SRI. USE LTP4 O 24' MAN. FLOOR PHRPEHOICUAR SW2. USE LTP4 0 16' o. C. SHEARWALL To EXT. WAIL) SW3. USE LTP4 0 12' ox mmm HNAILING SW4. USE L7P4 O 1Q' oc. 2x 1 MM MAIN FLOOR SHEARWALL 2x HLAIL£R EDGE NA AM MAIN FLOOR SHEARWALL MALL TOP PLATES PER PLAN WALL TOP PLATES NOTE: USE 7M DETAIL WHEN MAIN FLOOR SHEARWALL PANEL EDGES FRAME SHEARWALL OHIO COMM MOM BETWEEN PER PL44 NOTE USE IM DETAIL WHEN UPPER AND MAN FLOORS. SHEARWALL PANEL EDGES DO NOT FRAfiE ONIO COON LEER @A%EARWALL DETAIL BEIWEEM UPPER AND MAIN FLOOR. SHEARWALL DETAIL (OPTION) 9 4 at FLOOR V TOP OF CONC` NULL V TOP OF FOOTING V ROTATE THE MME L W AT CORNER APPLICATION (2) 2x HOLO M STUDS L -_-- -- SIMPSON SOS 1/4 x 3 — -I--• I -- WOOD SCREVS (PER NOtDm HOLDOWN: SmPSON PHD5 I 5/8' Om TFIREADEO ROD REQUROOHTS) I FOUkMTION WALL 0 TURN BUCKLE II HOLDOWN ANCHOR PER SCHEDULE I P.T. SILL BL ATE EMBEM N ANCHOR BOLTS PER FOUNDATION PLAN — L 4 MIN. ROW. — -I--• I -- • -- — ' (PER NOtDm "6 I MANUFACTURER'S H REQUROOHTS) I FOUkMTION WALL 4 BENT AND I W1 220- NAILS EMBEM N FOOTING (NSTALL ON SIDE OPPOSITE SHfJLUM) CONCREIE FOOTING - - - - - - -- --- - -- 7/16' SPAN RATED SHEATHING HOLDOWN DETAIL U 22.5' MIN. FLOOR ORIOUS HEADER SHfJIRM► � 3' TYP. (P —MAIN FLOOR PER PLAN a PO? PLAN • • • • • • • • • MAIN FLOOR • . • • • SHNFJIRFLOW NA#l1NG • • • • • • • I - i+ i i ► i • I f 1 FASTEN SHEATHING TO HEADER WOH 8d COMMON FLOOR JOIST 1/2' • AB- PER PLAN FRAMING ANCHOR: 2x6 P.T. SILL PLATE LTP4 O 16' O.C. • - B CONC. WALL f4 O 12' ox. HOR1Z. I /4 O 18' ox. VERT. I (2) /4 COW. —� N INTERIOR SHEARWALL DETAIL 1' =1'-0' ►t STUB ATTIC TRUSS PER PLAN ANGLE (2) SiYP90N A2Y AT EACH PANEL MANUFACTURED - BLOCKNNG PANEL SIMPSON H1 AT [Vm TRUSS Mm NAILING SHEARWALL — PER PLM ROOF SHIEATMFIG EDGE NAMING :i f a 1-1 ROOF SHEATH( EDGE HOJNG s . I k SIMPSON H1 AT EVERY TRUSS OR RAFTER l PORTAL FRAME PER PUMA ROOF TO WALL CONFECTION ROOF TO WALL CONNECTION 24 (M.) BLOM BEIIUEM BETWCEN UM (OR CONT LEM) 1 - = , - -0 MSTC28 STRAP (STRAP MAY BE APPLIED TO FACE OF BEAM) GARAGE DOOR HEADER PER PNJW LL STW i (3, A TTACHED H �4 x33 -1/2 SUM WALL STUDS AT 16' o.c. ROOF TO WALL CONNECTI mr- ±E t l x. . " ,_ f .r ._ -- _ i. . _ _ i • - - :.- sa . �' - CS t • \fir'. �; - . �. .. �. � _ `. _ - _ r (2) 2x SRIIn MIN.) (s) 2x STUDS 41, ST2215 STRAP (( II SPIKED TOGETHER .SITYG. ATTACHED TO EACH STUD w/ 8d O W ex. EDGE do 12 o.c. FIELD 71r T f 9 rSE ENGINEERING 12810 N.E. 178" ST. • Stile 101 Woodinville, WA 98072 -8702 (425) 481 --6601 • FAX: 481 -6371 -q f;. Ap X4 4 o Iti.�y f O � � - t f F RF_S - waft project title: PLAN #010401 TSE 3328 sheet title: STRUCTURAL NOTES AND DETAILS revisions: 3/ rzcem CIRYOF11,00 •A 1v 2 3 L _ s des ign e r: KR drawn: KR checked: TLP dat e: 05/31/01 scale: AS (VOTED file: 3328 —IBC -2 sheet #: TSE 2 i 1 6 -'WOMA0 1,1 I I "6 HAS N Y GRID PATTERN AS SHOWN HOLDOWN DETAIL U 22.5' MIN. FLOOR ORIOUS HEADER SHfJIRM► � 3' TYP. (P —MAIN FLOOR PER PLAN a PO? PLAN • • • • • • • • • MAIN FLOOR • . • • • SHNFJIRFLOW NA#l1NG • • • • • • • I - i+ i i ► i • I f 1 FASTEN SHEATHING TO HEADER WOH 8d COMMON FLOOR JOIST 1/2' • AB- PER PLAN FRAMING ANCHOR: 2x6 P.T. SILL PLATE LTP4 O 16' O.C. • - B CONC. WALL f4 O 12' ox. HOR1Z. I /4 O 18' ox. VERT. I (2) /4 COW. —� N INTERIOR SHEARWALL DETAIL 1' =1'-0' ►t STUB ATTIC TRUSS PER PLAN ANGLE (2) SiYP90N A2Y AT EACH PANEL MANUFACTURED - BLOCKNNG PANEL SIMPSON H1 AT [Vm TRUSS Mm NAILING SHEARWALL — PER PLM ROOF SHIEATMFIG EDGE NAMING :i f a 1-1 ROOF SHEATH( EDGE HOJNG s . I k SIMPSON H1 AT EVERY TRUSS OR RAFTER l PORTAL FRAME PER PUMA ROOF TO WALL CONFECTION ROOF TO WALL CONNECTION 24 (M.) BLOM BEIIUEM BETWCEN UM (OR CONT LEM) 1 - = , - -0 MSTC28 STRAP (STRAP MAY BE APPLIED TO FACE OF BEAM) GARAGE DOOR HEADER PER PNJW LL STW i (3, A TTACHED H �4 x33 -1/2 SUM WALL STUDS AT 16' o.c. ROOF TO WALL CONNECTI mr- ±E t l x. . " ,_ f .r ._ -- _ i. . _ _ i • - - :.- sa . �' - CS t • \fir'. �; - . �. .. �. � _ `. _ - _ r (2) 2x SRIIn MIN.) (s) 2x STUDS 41, ST2215 STRAP (( II SPIKED TOGETHER .SITYG. ATTACHED TO EACH STUD w/ 8d O W ex. EDGE do 12 o.c. FIELD 71r T f 9 rSE ENGINEERING 12810 N.E. 178" ST. • Stile 101 Woodinville, WA 98072 -8702 (425) 481 --6601 • FAX: 481 -6371 -q f;. Ap X4 4 o Iti.�y f O � � - t f F RF_S - waft project title: PLAN #010401 TSE 3328 sheet title: STRUCTURAL NOTES AND DETAILS revisions: 3/ rzcem CIRYOF11,00 •A 1v 2 3 L _ s des ign e r: KR drawn: KR checked: TLP dat e: 05/31/01 scale: AS (VOTED file: 3328 —IBC -2 sheet #: TSE 2 i 1 6 -'WOMA0 PORTAL FRAME DETAIL 3/4' =1' -0' 1,1 I I HAS N Y GRID PATTERN AS SHOWN 1 II li STRAP ST2215 Od SIMPSON OBL STUD W1 220- NAILS (NSTALL ON SIDE OPPOSITE SHfJLUM) - - - - - - -- --- - -- 7/16' SPAN RATED SHEATHING - -- -- -`— - 24/0 MIN. r/2 ROWS OF 8d O 3 o.c. AT PANEL EDGES (1 ROW OF NAILS I I NO EACH SIM AND SILL PLATE. IF Pte- IS NOT CONTINUOUS, I I l BLOCK PANEL EDGE w/A SINQZ I 1 ( I 4x6 AND ATTACH E" PANEL, EDGE (2) 2x 80710M I I TO BLOCK w/2 ROWS OF 8d O Ax. PLATES I ; I HIOU)OWN PER PLAN SRR � Fi• • i I�i i i i a �•� i s`�li� 8d O r O.C. 1 ROW INTO • EACH PLATE I II I l l 1/2 do. x 12' LONG II I l I I NOW 6 WLT (2) PLATE MASHER L u U F W F�OIA�1DATf0EN MUIL - �-' -- -- -- -� - PROVIDE 1 - f4 18' DOWEL 6' WALL AT EEACH �� PORTAL FRAME DETAIL 3/4' =1' -0' CRANE DESIGN, Inc. Reserves Ali Legal RISKS To Materiel on This Sheet - avk,ject To Crlminal Prpsecutlon MIN. 1116' A -PA. RATED RIM JOIST 2x6 STUDS SHEATH1N63 -- — 3/4' TtG PLY. $HT. OR O.S.B. * 1(000 . C. 16cl IV 12' O.G. ---- R -30 BATT INS. 16d at O.G. — — FLOOR JOIST PER PLAN 1 @d IR 6' O.C. MAX. `— (IF PLAN IS ENGINEERED, 10d 4' O.G. ENGINEERING INFO TO SUPERGEDE.) (3 � O.C. E AcH 1/2' D I A. x 10' A.B. W / i %' X 3' X 3' 6d * 4' O.C. MAX. (3 RO WASHER * fo' - 0' MAX. O.C. t BOLT (3 ROWS) SHALL BE NOT LESS THAN 1 BOLT 4' PERF. DRN_ TILE -� � ---- -- pIAMETERS l3 -I/2') FROM CORNER �E� BRICK - SET ;N GRAVEL t NOT MORE THAN 12' FROM THE N. ` f�ROVIDE I — ENDS OF EACH INDIVIDUAL 5 LIP roe UNDER GRADE -- --� FOUNDATION SILL PLATE, MIN. JOIST 1' EMBEDMENT cl, -- - - `� GRADE \/� 2x6 P.T. MUD SILL 1 - *4 CONT RE BAR FOR E A • 0) - 0 4 CONT. RE15AR FOR EA. 14' OF STE1�iWALL A Z 10' OF STEM WALL c4 .6 M!,-. VNSQ1,.tEEN � — — 6� VAPOR BARRIER(BLACK) .6 MIL. VISQUI�EN k VAPOR BARRIER 12' CLEAR BEAM TO EARTH m (BLACK) - 'l/ IS' CLEAR BOTTOM OF JOIST ; o 3 MIN TO EARTH 3' MIN. o USE 0 4 ( VERT., ) 2 - 0 4 CONT. REBAR ,. 4 cakiT o REBAR s 15 O.c_ RE13AR I ' T "f= EN 5 '"Oic'Y F OUNDATION 1 16' O.C_ (VERT.) 4' 8' 4' 2 - 04 CONT. REBAR 16' TYF. TWO STORY FOUNDATION HANDRA I. HANDRAILS SHOULD NOT PROJECT MORE THAN 3 1/2' INTO THE REQUIRED STAIR WIDTH d SHOU PAVE A SPACE OF NOT LESS THAN 1 1/2' BETWEEN THE WALL 4 THE HANDRAIL. 2. THE HANDGRI P PORTION OF I I L5 SHOULD NOT BE L ES5 T HAN 1 1/4 OR MOF, T HAN 2' IN CROSS SECTIONAL DIMENSION. 3. HANDRAIL5 SHOULD HAVE THIER ENDS RETURNED OR SHOULD TERMINATE IN NEWEL. POSTS OR SAFETY TER`'IINAL6. RE 5L OCK NG !. F'ROVIDE FIRE BLOCKING IN CONCEALED SPACES BETWEEN STAIR STRINGERS A , THE TOP k BOTTOt ! OF THE RUN 4 BETWEEN STUDS ALONG 4 IN LINE WITH THE RUN OF THE STAIRS IF TI-+E WALL UNDER THE STAIRS 15 UNFINISHED. FLOOR LINE . T NOTE: 1 OPENINGS BETWEEN ILING5 SHALL GAG L NE / BE L E55 rWANi 4'. TRIANGULAR OPENNNGS FOFIZ I BY THE RISER. TREAD, t BOTT ELEMENT OF A G'JARDRA:L is STAIR 0 .0- 14 .41- 1 . BE LESS F T14AN 6 f . r `I o / 1 w' �i I i It 2x'2 STQiNGEQS NOT TO EXCEED 24' O.C. 1i i 0/8' TYPE 'X' GV B. OR _AYERS 5/6' TYPE 'X' SPACNG !S "ORE TWAN 1 (T GPE 4 IN s+i ' C_CSE .^.;2 S'iR�'GE .r I I � I NOTES: i_ ALL EXTcRi^v��'i WALLS, TO BE CONSTRUCTED TI AGCG'RDANCE W/ Ti-=. Mix PROVISIONS PER 2003 IBC L: " ON TWE PLANS t AS SPECIFIED ` FU12THER CN S=iEET 53. I 2. Ni T ERICR WALLS TO BE 2x4 C0..NS i R%:C = iGti T`r'PiCAL EXCEPT * r- >Lv"'3'tiCs t GARAGEE SEPARATION •Ca?'�' -�'GQ ti0 t - :�- as'v -a 5ra -� Bs ✓+ac�cao �a ��er :ract °�=cr 'a C.o�+s:�LG!'o►� 7o Qeo►der P1ar+a l'8T;Xa4 ? -3h'S MW • s STEM WALL I. - 4' —W- 16' TYP. BASEMENT SLAB ft 2' RIGID INSULATION (R -10) 24' MIN. (EXTRUDED POLYSTYRENE) 0 4 REBAR - HORIZ. * 10' O.C. •4 REBAR * f6'o.c. (2) - 0 4 REBAR CONTINUOUS (IF PLAN 15 ENGINEERED, ENGINEERING INFO TO SUPERGEDE.) 2x6' P.T. MUDSILL W/ 5/8' DIA. * 4'-0@ O.C. W/ 1 /4' X 3' X 3' WASHER) t BOLT SHALL 15E NOT LESS THAN l BOLT DIAMETERS (4 -3/89 FROM CORNER AND NOT MORE T14AN 12 FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE MIN. 1' EMBEDMENT (1) 0 4 CONT. FOR EACH 10' OF WALL THERMAL BREAK 4' CONC. SLAB OVER 4' GRAVEL FILL W/ 6x6 - W2.1 x W2.1 W.W.M. IN SLAB 24' �D 4' 8' 4' 16' TYP.BASEMENTSLAB Cf) J w a w cl 0 cf) Lij 1� 0 z >n e� a 00 �4 fi C\3 Q OM -o vo • C � cc 14 Z 2003 I.B.C. MEET S � Occrypr4w 20M CRAPS DESAC*4 w. b 4 3' 6' 3' 12' 2x4 STUDS 0 16' O.C. (III MAIN 10 ENGINEERED; EN63INEERWINFO TO OUPERCEDE.) �g PT 2X6' PLATE -u1/ 5/8`01A. �x ANCHOR BOLA'S ' (li4'X3'X3' •� � .�'���� (IF PLAN 18 Ew'GINEEREP WASAKR) 4 800 614ALL ENGINEERING INFO TO.6UPERCEDE . 15E NOT LAS$ THAN - 1 BOLT t . 2x4 P.T. MUDSILL W/ 1/2 DiA. x 10 A.B. W/ DIAMETERS 14-3/8 FROM 11 4' x 3' X 3' WASHER * 6' -0' o c. t BOLT CORNE AND NOT MORE THAN SHALL BE NOT LESS THAN I BOLT DIAMETERS (3 -1/2) FROM 12. DIVIDUAL FOUNDATION SILL FROM THE ENDS QF EACH , s CORNER t NO MORE IN THAN 12' FROM THE ANDS OF EACH PLATE, MIN. 1 EMBEDMENT INDIVIDUAL FOUNDATION SILL PLATE, t MIN. 1' EMBEDMENT (1) - 0 4 CONT. FOR EA. 4 CONC. SLAB OVER 14' OF WALL 4 COMPACTED FILL W/ r r- ---- -- 4' CONC. SLAB OVER 4' GRAVEL 6xio - WZ.1 x W2.1 W.WM. IN SLAB. � g FINISH $ FILL W/ 6x6 W2.1 x W2.1 W1UM. IN SLAB. GRADE 1 z X 10 4 VERT. RE15AR * 18' o.c. c4 ' MIN. (2)- 0 4 CONT. REBAR DOOR FRONTS WITH NOT LESS THAN (2) 5/8 x 10' A.B. PLATES 9 SHEAR WALL OVER 2' WIDE TYf . GARAGE FOUNDATION ATTIC VENTILATION 1/150 OR 1/300 OF SPACE - SEE PLANS FOR ROOFING CONST. SEE FRAMING PLAN 4 ELEVATION W/ MIN. 1116' APA RATED SHEATHING UNO W/ 8' -0' PANEL LENGTH PLACED PERP. TO DIRECTION OF FRAMING AND ALTERNATE: PANEL END JOINTS BY HALF PANEL LENGTH NAILED Sd * 6— oz-PERIMETER t ALL SUPPORTED PANEL EDGES 12'oz. • FIELD TYPICAL UNO W/15 FELT ABOVE - TYPICAL UNO. FOAM AIR BAFFEL I' SPACE TO EXTEND MIN. 12' ABOVE INSULATION. S IMPSON NI HURRICANE TIES S 2' -0' O.C. 2x BIRD BLOCKS W/ SCREEN TOE NAIL W/ (2) 16d E.A. END TO TRUSS OR RAFTER TYP. 4 PROVIDE CONT. ROW OF ROOF SHEATHING \ NAILING 9 6 MAX. \ NO R.S. CEDAR FASCIA W/ CONT. MTL. GUTTER DBL. TOP PLATE Z PLAN — HEADER - PER PLAN WINDOW - PER PLAN EXT_ WARM WALLS - 2x6 STUDS , 8 16'o c. OSIER R -21 BATT INSUi. W/ VAPOR BARRIER W/ MIN. 1/16' APA RATED SHEATHING (SEE PLAN FOR NAILING i SIDIWS) INSTALL BUILDING PAPER OR FELT BETWEEN SIDING t WALL SHEATHING TYPICAL. ALL EXTERIOR WALLS. 2x BOTTO!` i PLATE 2x Rim JOIST P.T. 2x SILL PLATE SEE 1/51 FOR TYPICAL t , I =e 't ATFeW WNI=S FLOCQ jO 5 ' RIM JOIST 3/4' T tG PLY. SHT. OR O.S.B. R -30 INS. FLOOR JOIST PER PLAN (IF PLAN IS ENGINEERED, ENGINEERING INFO TO SUPERCEDE.) 5/8'DIA.x10'A.B.W1 WASHER * 4' -0' MAX. t BOLT SHALL BE NOT LESS THAN 1 BOLT DIAMETERS r--- -- (4 -3/8') FROM CORNER t NOT MORE THAN - 12' FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE, MIN. 7' EMBEDMENT ' 2x6' P.T. MUDSILL z FQ R -10 RIGID INS. * PERIMETER 0 4 VERT. * 16'o.c. W/ ALT. HOOKS 2 - 0 4 CONT. REBAR r ',E 3 R -30 BATT INSULATION OR INSUL_ PER SUBMITTAL SUPPORT BEAM PER PLAN USE ST22 WORM to BK TO 5M. SPICE. 2x6' CLEAT (EA. SIDE) OR S1MP50N MTL TIE (PC TYPE) 4x6' SUPPORT POST P1REc# �;RE TREATED OR ELEVATED M11K 8' AFBV. EARTH_ OBO FELT anro FluiiMtA POST BASE : '1 1: _ : _ - TYPE ANCHOR PEMffcl M GRADE CONC. PIER -PER PLAIN b M."L VISCA EEN (BLACK ONLY) TYP. POST 4 "` �.AM D" `TA L l i ATTIC INSULATION R -38 I ( THERMAX FN ' + . W/ EQUIV_ R- VALUE FLOOR JO!5T z TO BE USED IN F i ATTICS Uk DBL. J015T CL EARANCE NOT AVAIL. FOR BATT.: LEDGER r Zr 1/2' GM (TYP.) ' Q MIN. 23/32' T 4G U;N. - a DERLAYMENT, UALO. - pr r GLUE < NAILING a r (10D 4* 6' 0' _ EDGES BL 0cj<,. G, t0' O.C. FIELD - TYP.) iD. 321'.6 I j R -30 BATT W1 V.B. i r r' 1 � I � I NOTES: i_ ALL EXTcRi^v��'i WALLS, TO BE CONSTRUCTED TI AGCG'RDANCE W/ Ti-=. Mix PROVISIONS PER 2003 IBC L: " ON TWE PLANS t AS SPECIFIED ` FU12THER CN S=iEET 53. I 2. Ni T ERICR WALLS TO BE 2x4 C0..NS i R%:C = iGti T`r'PiCAL EXCEPT * r- >Lv"'3'tiCs t GARAGEE SEPARATION •Ca?'�' -�'GQ ti0 t - :�- as'v -a 5ra -� Bs ✓+ac�cao �a ��er :ract °�=cr 'a C.o�+s:�LG!'o►� 7o Qeo►der P1ar+a l'8T;Xa4 ? -3h'S MW • s STEM WALL I. - 4' —W- 16' TYP. BASEMENT SLAB ft 2' RIGID INSULATION (R -10) 24' MIN. (EXTRUDED POLYSTYRENE) 0 4 REBAR - HORIZ. * 10' O.C. •4 REBAR * f6'o.c. (2) - 0 4 REBAR CONTINUOUS (IF PLAN 15 ENGINEERED, ENGINEERING INFO TO SUPERGEDE.) 2x6' P.T. MUDSILL W/ 5/8' DIA. * 4'-0@ O.C. W/ 1 /4' X 3' X 3' WASHER) t BOLT SHALL 15E NOT LESS THAN l BOLT DIAMETERS (4 -3/89 FROM CORNER AND NOT MORE T14AN 12 FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE MIN. 1' EMBEDMENT (1) 0 4 CONT. FOR EACH 10' OF WALL THERMAL BREAK 4' CONC. SLAB OVER 4' GRAVEL FILL W/ 6x6 - W2.1 x W2.1 W.W.M. IN SLAB 24' �D 4' 8' 4' 16' TYP.BASEMENTSLAB Cf) J w a w cl 0 cf) Lij 1� 0 z >n e� a 00 �4 fi C\3 Q OM -o vo • C � cc 14 Z 2003 I.B.C. MEET S � Occrypr4w 20M CRAPS DESAC*4 w. b 4 3' 6' 3' 12' 2x4 STUDS 0 16' O.C. (III MAIN 10 ENGINEERED; EN63INEERWINFO TO OUPERCEDE.) �g PT 2X6' PLATE -u1/ 5/8`01A. �x ANCHOR BOLA'S ' (li4'X3'X3' •� � .�'���� (IF PLAN 18 Ew'GINEEREP WASAKR) 4 800 614ALL ENGINEERING INFO TO.6UPERCEDE . 15E NOT LAS$ THAN - 1 BOLT t . 2x4 P.T. MUDSILL W/ 1/2 DiA. x 10 A.B. W/ DIAMETERS 14-3/8 FROM 11 4' x 3' X 3' WASHER * 6' -0' o c. t BOLT CORNE AND NOT MORE THAN SHALL BE NOT LESS THAN I BOLT DIAMETERS (3 -1/2) FROM 12. DIVIDUAL FOUNDATION SILL FROM THE ENDS QF EACH , s CORNER t NO MORE IN THAN 12' FROM THE ANDS OF EACH PLATE, MIN. 1 EMBEDMENT INDIVIDUAL FOUNDATION SILL PLATE, t MIN. 1' EMBEDMENT (1) - 0 4 CONT. FOR EA. 4 CONC. SLAB OVER 14' OF WALL 4 COMPACTED FILL W/ r r- ---- -- 4' CONC. SLAB OVER 4' GRAVEL 6xio - WZ.1 x W2.1 W.WM. IN SLAB. � g FINISH $ FILL W/ 6x6 W2.1 x W2.1 W1UM. IN SLAB. GRADE 1 z X 10 4 VERT. RE15AR * 18' o.c. c4 ' MIN. (2)- 0 4 CONT. REBAR DOOR FRONTS WITH NOT LESS THAN (2) 5/8 x 10' A.B. PLATES 9 SHEAR WALL OVER 2' WIDE TYf . GARAGE FOUNDATION ATTIC VENTILATION 1/150 OR 1/300 OF SPACE - SEE PLANS FOR ROOFING CONST. SEE FRAMING PLAN 4 ELEVATION W/ MIN. 1116' APA RATED SHEATHING UNO W/ 8' -0' PANEL LENGTH PLACED PERP. TO DIRECTION OF FRAMING AND ALTERNATE: PANEL END JOINTS BY HALF PANEL LENGTH NAILED Sd * 6— oz-PERIMETER t ALL SUPPORTED PANEL EDGES 12'oz. • FIELD TYPICAL UNO W/15 FELT ABOVE - TYPICAL UNO. FOAM AIR BAFFEL I' SPACE TO EXTEND MIN. 12' ABOVE INSULATION. S IMPSON NI HURRICANE TIES S 2' -0' O.C. 2x BIRD BLOCKS W/ SCREEN TOE NAIL W/ (2) 16d E.A. END TO TRUSS OR RAFTER TYP. 4 PROVIDE CONT. ROW OF ROOF SHEATHING \ NAILING 9 6 MAX. \ NO R.S. CEDAR FASCIA W/ CONT. MTL. GUTTER DBL. TOP PLATE Z PLAN — HEADER - PER PLAN WINDOW - PER PLAN EXT_ WARM WALLS - 2x6 STUDS , 8 16'o c. OSIER R -21 BATT INSUi. W/ VAPOR BARRIER W/ MIN. 1/16' APA RATED SHEATHING (SEE PLAN FOR NAILING i SIDIWS) INSTALL BUILDING PAPER OR FELT BETWEEN SIDING t WALL SHEATHING TYPICAL. ALL EXTERIOR WALLS. 2x BOTTO!` i PLATE 2x Rim JOIST P.T. 2x SILL PLATE SEE 1/51 FOR TYPICAL t , I =e 't ATFeW WNI=S FLOCQ jO 5 ' RIM JOIST 3/4' T tG PLY. SHT. OR O.S.B. R -30 INS. FLOOR JOIST PER PLAN (IF PLAN IS ENGINEERED, ENGINEERING INFO TO SUPERCEDE.) 5/8'DIA.x10'A.B.W1 WASHER * 4' -0' MAX. t BOLT SHALL BE NOT LESS THAN 1 BOLT DIAMETERS r--- -- (4 -3/8') FROM CORNER t NOT MORE THAN - 12' FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE, MIN. 7' EMBEDMENT ' 2x6' P.T. MUDSILL z FQ R -10 RIGID INS. * PERIMETER 0 4 VERT. * 16'o.c. W/ ALT. HOOKS 2 - 0 4 CONT. REBAR r ',E 3 R -30 BATT INSULATION OR INSUL_ PER SUBMITTAL SUPPORT BEAM PER PLAN USE ST22 WORM to BK TO 5M. SPICE. 2x6' CLEAT (EA. SIDE) OR S1MP50N MTL TIE (PC TYPE) 4x6' SUPPORT POST P1REc# �;RE TREATED OR ELEVATED M11K 8' AFBV. EARTH_ OBO FELT anro FluiiMtA POST BASE : '1 1: _ : _ - TYPE ANCHOR PEMffcl M GRADE CONC. PIER -PER PLAIN b M."L VISCA EEN (BLACK ONLY) TYP. POST 4 "` �.AM D" `TA L I CRANE DESIGN, Inc. Reserves AIt Legal R!ghts To Materiel chi Tivi Smwt - 6ubject To Criminal Prosecution MIN. 1/16' APA RATED SHEA THING U.N.O. W/ TYVEK, 30 FELT OR SIM. APPROVED VAPOR BARRIER OVER. �-- 2x6 STUD WALL ,- -SOLE PLATE NAILED W/ 16d * 8' O.C. - STAGGERED, PROVIDE BLOCKING RIM JOIST --- RIM 4 FLOOR JOISTS AS PER PLAN , r1l((c PLY. SPLICE SHOULD BREAK ON `- COMMON MEMBER —8d 0 4' O.C. ® SOLE PLATE, RIM JOIST 4 TOP PLATE DBL TOP PLATES '------ 2x6 STUD WALL LZ BATT INSULATION (TYP.) CIF PLAN IS ENGINEERED, ENGINEERING INFO SHALL. SUPERCEDE) 5/8' x 10 A.B. is 36' O.C. W/ 3:16' x 2' x 2' WASHER (BOLT SHALL BE NOT LESS THAN 1 BOLT DIAMETERS (4 - 3/8') FROM CORNER, AND NOT MORE THAN 12' FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE 2x6 P.T. D.F. MUDSILL 8d 19 S' O.C. GRADE 0 4 REBAR CONT. WORIZ. s 10'o-c. *4 VERT. 6 16'o.c v 2x6 FURRED WALL OR 2 X 4' STUDS W/ 2' AIR GAP BETWEEN STUDS 4 CONC. P -21 INSUL. 4 ' 4' CONC. SLAB W/ 6x6 - W2.1 x W2.i W.W.M. ON 4' GRAVEL FILL. L - . ° TI•;ERM,4L BREAK R -10 RIGID INSULATION 2 - 1 % DIA. CONT. 3' UP - 3' IN 15' NOTE: SOIL BACKFILL ON EXTERIOR SHALL (MAY VARY - NOT EXCEED A HEIGHT GREATER THAN SEE PLANS) 30' ABV. TOP OF SLAB AT INTERIOR FLOOR ELEV. UNLESS ENGINEERED WALL DETAILS PROVIDED. FOUNDATION / RE T A I N N WAL ('8' TO 4' -0' H'G:4 W1 PONY WALL) GARAGE DOOR DRIVEWAY PER CONTRACTOR. CONTINUOUS FOOTING - I DRAIN 2 +4 CONT. REBAR TOP OF STEM WALL BEYOND 4' CONC. SLAB ON 4' COMPACTED FILL THICKENED EDGE - - -- -SLOPE 3: - - - - -- - -- d d d d. 0 4 0 16' oz. CONTINUOUS FOOTING PER PLAN G RADE B EAM AT GARAGE NON -BEAR I NG-3 5HE_ AR WALL L FTC. _ 2A OR rG'E= •: :�ss'or� 5na : Bs G�c�ced a vs� lsd Prior 'o Coretruct c+i • • 4 T 'I— IT .- i• b ,i 5/8' D; 4, x 1 0' I f 1. 2xb STUDS UDS c 1 16' O.G. s 3 STORY, AB_ • 48' O r'- �� i I � � 2x4 e ; 4 2 STORY - 3 STORY tR=PLYWOOD 4' C(>\C. 5LAB OVER 4' USE 7/8' D 1 A. x '0' ' k t GRAVEL FILL tits/ 6Xb- U2_', BOLT a 32' O.C_ I x lifrl.l 111.1 1111 N SLAB W! 2x4 P.T. L —b MPL. V; j-=EN W1 1' S .VJ - L V:�ICs AREAS Oi "R s e c. 1 v 2 - 0 4 D;A. 3' UP t 5 1 2 OR 3' DOWN 5 4 -4 2 'o Revrdsr �.;• ifaDPabid -�i� TOP PLATES REAPER - PER PLAN 1/2' 0 BOLT THRJ --< LEDGER AND INTO HEADER * 3' IN FROM EACH END SUPPORT WALL 4 - VENEER BEYOND OPENING 4' BRICK VENEER STEEL LED ER - L 6' x 3 1/2' x 5/16' A36 EXTEND 6' BEYOND OPENING TO BEAR ON .VENEER 4 10' CONC. S T E M WALL. FOR 6' -0' OR LESS $PANS CAN USE: L 5'x 3 1/2' x 1/4' ----- 6' MINIMUM • -+ DOOR OR WINDOW OPENING TYP. HEADER OPENING 0 ENTRY STEEL LEDGER TO REST ON BRRICK IN MORTAR JOINT BRICK VENEER - ELEVATION VIED! (2) - 0 4 VERT. TIED W/ 02 TIES * 8'oc. W/ ALTERNATE HOOKS P.T. 6x6 POST W/ METAL TIES TO SOLID GROUTED MASONRY ® 12'oc. CORE VERTICAL. 4' x 8' x 2' BRICK 0 % GA. WIRE TIES IN BED JOINTS 4 ACCRO55 CORE ® MAX. SPACING OF i PER 12' OF DIMENSION IN EACH DIRECTION 4 12'oc. VERTICAL. TYf=. BRICK COLUMN AT ENTRY 2x6' STUDS NOT TO EXCEED 24' OC. 2x4' STUDS NOT TO EXCEED 16' O.C. WALL TIES SHALL BE CORROSION RESISTANT, AND IF M ADE OF %IEET METAL, SHALL HAVE A MIN. THIC104ESS OF 00030 1N. (NO. 22 GALVANIZED SHEET GAGE) BY 718' OR, IF OF WIRE, SHALL WAVE A MK DIA, OF 0.148 114 (NO. 5 B.W. GAGE) WALL TIES SHALL BE SPACED 00 AS TO SUPPORT HOT MORE THAN 2 SQ. FT. OF WALL AREA BUT SHALL NOT BE MORE THAN 24' ON CENTER HOR1Z. WALL TIES SHALL HAVE A LIP OR HOOK ON THE EXTENDED LEG THAT WILL ENGAGE OR ENCLOSE A HORIZONTAL JOINT REW<)RCEMENT WIRE HAVW3 A DIA, OF 0.148 IN. (NO-5 B),U GAGE) OR EQJIV_ THE JOINT REiWOR-CEMENT SHALL BE CONT_ WITH BUTT SPLICES BETIUEEN TIES PEF; " ITTIED. 15 FELT VAPOR B. SHALL BE APPLIED OVER THE SHE ATHITNG. AIR SPACE OF AT LEAST 1' SHALL BE MAWAINED BETWEEN THE BACKNG AND THE VENEER. SPOT BEDDING AT AL TI SHAL BE OF CEMENT MORTAR. WOOD JOIST SYSTEM v C :; SPACE OR 6' OR 8' - SEE t 1 PL ANS I ` 3' Midi. 1 t •• f • r I t f 17" TO ; g -i 5E CT I ON SEAL WITH TRIM OR CAULK 6 It CD J Q W D oD (D W innow O Z Q (a) ow cci;- cis � L` a' All C ' o FLASHING Z Y 3/8' D IA_ W ;)BEEP HOLES C 2'(121S) . C.G- aS ,,-5' MIN. 1 — t �� ��F DATE- f . r ; ' Y PEWTceam TAB 2003 I.B.C. 1 f i _.'aaj I 11 — — ! 1 - - -v v r sa. i . , ur- ST6236 8 „;OiNT 44DR AS i PER ?L AN i r /±� C0 1N SAP S v ai:..:- ON v 'Li L x �D E ON_ ' G • ` v r b S- D5 is '6' O_G. ' 435 G_.= 0 BASE E �» c..'*- ''.:.•' --'QCs `b =_`cD So s 4'c.G�' � `�` �•"' i ' _ 2x O-E °-•�►'- tie _ED `- � 1 ' • I � 'faa O 4' D POO OR rG'E= •: :�ss'or� 5na : Bs G�c�ced a vs� lsd Prior 'o Coretruct c+i • • 4 T 'I— IT .- i• b ,i 5/8' D; 4, x 1 0' I f 1. 2xb STUDS UDS c 1 16' O.G. s 3 STORY, AB_ • 48' O r'- �� i I � � 2x4 e ; 4 2 STORY - 3 STORY tR=PLYWOOD 4' C(>\C. 5LAB OVER 4' USE 7/8' D 1 A. x '0' ' k t GRAVEL FILL tits/ 6Xb- U2_', BOLT a 32' O.C_ I x lifrl.l 111.1 1111 N SLAB W! 2x4 P.T. L —b MPL. V; j-=EN W1 1' S .VJ - L V:�ICs AREAS Oi "R s e c. 1 v 2 - 0 4 D;A. 3' UP t 5 1 2 OR 3' DOWN 5 4 -4 2 'o Revrdsr �.;• ifaDPabid -�i� TOP PLATES REAPER - PER PLAN 1/2' 0 BOLT THRJ --< LEDGER AND INTO HEADER * 3' IN FROM EACH END SUPPORT WALL 4 - VENEER BEYOND OPENING 4' BRICK VENEER STEEL LED ER - L 6' x 3 1/2' x 5/16' A36 EXTEND 6' BEYOND OPENING TO BEAR ON .VENEER 4 10' CONC. S T E M WALL. FOR 6' -0' OR LESS $PANS CAN USE: L 5'x 3 1/2' x 1/4' ----- 6' MINIMUM • -+ DOOR OR WINDOW OPENING TYP. HEADER OPENING 0 ENTRY STEEL LEDGER TO REST ON BRRICK IN MORTAR JOINT BRICK VENEER - ELEVATION VIED! (2) - 0 4 VERT. TIED W/ 02 TIES * 8'oc. W/ ALTERNATE HOOKS P.T. 6x6 POST W/ METAL TIES TO SOLID GROUTED MASONRY ® 12'oc. CORE VERTICAL. 4' x 8' x 2' BRICK 0 % GA. WIRE TIES IN BED JOINTS 4 ACCRO55 CORE ® MAX. SPACING OF i PER 12' OF DIMENSION IN EACH DIRECTION 4 12'oc. VERTICAL. TYf=. BRICK COLUMN AT ENTRY 2x6' STUDS NOT TO EXCEED 24' OC. 2x4' STUDS NOT TO EXCEED 16' O.C. WALL TIES SHALL BE CORROSION RESISTANT, AND IF M ADE OF %IEET METAL, SHALL HAVE A MIN. THIC104ESS OF 00030 1N. (NO. 22 GALVANIZED SHEET GAGE) BY 718' OR, IF OF WIRE, SHALL WAVE A MK DIA, OF 0.148 114 (NO. 5 B.W. GAGE) WALL TIES SHALL BE SPACED 00 AS TO SUPPORT HOT MORE THAN 2 SQ. FT. OF WALL AREA BUT SHALL NOT BE MORE THAN 24' ON CENTER HOR1Z. WALL TIES SHALL HAVE A LIP OR HOOK ON THE EXTENDED LEG THAT WILL ENGAGE OR ENCLOSE A HORIZONTAL JOINT REW<)RCEMENT WIRE HAVW3 A DIA, OF 0.148 IN. (NO-5 B),U GAGE) OR EQJIV_ THE JOINT REiWOR-CEMENT SHALL BE CONT_ WITH BUTT SPLICES BETIUEEN TIES PEF; " ITTIED. 15 FELT VAPOR B. SHALL BE APPLIED OVER THE SHE ATHITNG. AIR SPACE OF AT LEAST 1' SHALL BE MAWAINED BETWEEN THE BACKNG AND THE VENEER. SPOT BEDDING AT AL TI SHAL BE OF CEMENT MORTAR. WOOD JOIST SYSTEM v C :; SPACE OR 6' OR 8' - SEE t 1 PL ANS I ` 3' Midi. 1 t •• f • r I t f 17" TO ; g -i 5E CT I ON SEAL WITH TRIM OR CAULK 6 It CD J Q W D oD (D W innow O Z Q (a) ow cci;- cis � L` a' All C ' o FLASHING Z Y 3/8' D IA_ W ;)BEEP HOLES C 2'(121S) . C.G- aS ,,-5' MIN. 1 — t �� ��F DATE- f . r ; ' Y PEWTceam TAB 2003 I.B.C. 1 f i _.'aaj I 11 — — ! 1 - - -v v r sa. i . , ur- r f CRANE DESIGN, Inc. Reserves All Legal Rights To Material On This Sheet - Subject To Criminal Prosecution GENER NOTEe)*. I. CRAWL SPACE VENTILATION, MINIMUM NET AREA, 1 $0. FT. FOR EACH 150 50. FT. OF FLOOR AREA, OPENINGS TO BE PLACED AS CLOSE TO CORNERS AS PRACTICAL (MIN. 8' AWAY FROM ANY HOLD DOWN) AND SHALL PROVIDE CROSS VENTILATION ON AT LEAST TWO OPPOSITE SIDES. 2. CRAWL SPACE, UNOBSTRUCTED ACCESS, MIN. 18'x24. 3. ATTIC VENTILATION, 1/150 OF ATTIC AREA OR 1/300 IF 1/2 15 IN SOFFIT AND 1/2 18 3' ABOVE PLATE LINE. 4. ATTIC ACCESS MIN. 22'x30' WITH MIN. 30' HEADROOM, UNOBSTRUCTED, READILY ACCESSIBLE OPENING. 5. IN ROOMS NOT PROVIDED WITH AN OPERABLE WINDOW OF 1.5 SOFT. OR GREATER, A MECHANICAL VENTILATION SYSTEM, CAPABLE OF PROVIDING 5 AIR CHANGES PER HOUR, SHALL BE PROVIDED. Co. VENT DRYER, BATH FANS, AND RANGES /OVENS TO THE OUTSIDE. ' 1. GARAG AND HOUSE OCCUPANCY SEPARATION MIN. 1 HR. TAPED AND FINISHED. GARAGE AND BASEMENT SUPPORTS TO BE 1 HR. (5 /8' TYPE 'X' OR EQUAL) 8. TILE FOR SHOWER SHALL BE (o' ABOVE FINISH FLOOR WITH WATER RESISTANT BACKING. S. ALL WATER CLOSETS TO HAVE 30' MIN CLEARANCE SIDE TO SIDE, 24' MIN. CLEARANCE is FRONT. 10. EGRESS IN EVERY SLEEPING ROOM SHALL NAVE A MINIMUM NET CLEAR OPENING OF 5.1 SQ. FT. T MIN. NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24' MIN., NET CLEAR OPENING WIDTH DIMENSION OF 20'. BOTTOM OF OPENING SHALL NOT BE MORE THAN 44' ABOVE FLOOR 11. FIREPLACE CODE COMPLIANCE PER 2003 IRC AND LOCAL BUILDING DEPT. 12. HEARTH EXTENSIONS - HEARTH 514ALL EXTEND AT LEAST I6' FROM THE FRONT OF, AND AT LEAST 8' BEYOND, EACH SIDE OF THE FIRE PLACE OPENING. WHERE THE FIREPLACE OPENING: 15 6 50. FT. OR LARGER, THE HEARTH EXTE SHALL EXTEND AT LEAST 20' IN FRONT OF, AND AT LEAST 12' 15EYOND, EACH SIDE OF THE FIREPLACE OPENING. GONG. OR MASONRY MUST NOT BE SUPPORTED ON WOOD FRAMING. 13. APPLICATION AND INSTALLATION OF INSULATION AND VAPOR BARRIERS SHALL COMPLY WITH THE 2003 STATE OF WASHINGTON ENERGY CODE. 14. GLAZING IN COMPLIANCE WITH 2003 IRC s LOCAL BLDG DEPT. 15. GLAZING IN LOCATION SUBJECT TO HUMAN IMPACT SUCH AS GLASS ON DOORS, GLAZING WITHIN 24' ON EITHER SIDE OF A DOOR OPENING, GLAZING CLOSER T14AN 18' TO A FLOOR, SHOWER DOORS, AND TUB ENCLOSURES SHALL BE EITHER TEMPERED GLASS, LAMINATED SAFETY GLASS, SHATTER RESISTANT PLASTIC, OR WIRE REINFORCED GLASS FOR SKYLIGHT. 16. SLIDING GLASS DOORS TO BE SAFETY GLAZING, LAMINATED, OR TEMPERED GLASS. 11. SHOWER ENCLOSURES SHALL BE APPROVED WIRE REINFORCED, TEMPERED OR LAMINATED SAFETY Gt-ASS OR SHATTER RESISTANT PLASTIC. 18. GLAZING WITHIN 18' OF FLOOR OR LESS TO BE SAFETY GLASS. 10. ALL EXTERIOR WALL GLAZING HALL BE DOUBLE GLAZED 20. ALL EXTERIOR WOOD TO BE TREATED 21. TpjS OFFICE ASSUMES NO RESPONSIBILITY AS TO THE PHYSICAL CHARACTERISTICS OF THE SOIL, NOR DOES "HIS OFFICE VERIFY THE ACCURACY OF THE ENGINEERING DATA S+„iPPLIED BY OTHERS. U -44ERE SOIL APPEARS TO BE OF POOR QUALITY. A SOIL EWG. REPORT SHOULD BE SUPPLIED BY CLIENT. C RANE DESIGN WAS TAKEN EVERY EFFORT TO ENSURE THE ACCIURAC OF THE ATTACHED DRAWINGS, HOWEVER IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK AND VERIFY ALL DIMEN81 AND CONDITIONS PRIOR TO CONSTF ICTiON_ 22. T14E ATTACHED PLANS ARE THE PROPERTY OF CRANE DESIGN, INC. ANY 152EPRO DUCTION OF THESE PLANS WILL VIOLATE COPYRIGHT LADS- T HE HOLDER OF THESE DRAW,NGS MUST PAY A FEE FOR TI-+E USE 0= THE `iATERIAL THEREIN OR BE SUBjEC T T v ^ LEGAL AC T IG� B" CRANE DESIGN INC. NOTE" : E NERGY NOTES PER 2003 WASHINGTON 5TATE ENERGY CODE: PRGV:DE AND i �i1�i;"';j� i ADDED INSULATION LEVEL OF R -38 a CEI LINGS R -21 6 ALL 'WALLS EXPOSED TO L NHEATED SPACES .R-30 FLC , R5 OVER uNkEATED SPACES R -I0 AT SLAB PERIMETER, INSTALLED i4OR!ZON' T ALLY 24' i.NDER SL1•B, :u E` C FLOORS ARE W1 iN. 12' OF GRADE - •LL OPENI *NG5 AND ,:O:NTS jN EXTERIOR WALLS 5r%s: _i BE SEALED, C z- ti_KED 0R EA r ER STRIPPED AT i;`1;T AIR LEAKAGE. AN 1 Fl Z ROVED VAPOR BARRIER 544d.-L B F'RC°ER..`'' �. STG_`E : N F.^��.t -N ENCLOSED RAFTER 5°ACE I' S .. FCRI" 1;i-4ERE CE'•LI:�.s5 4RE APP D "�CTLY TO Tr'~E :o\DERS ;D= O= ROOF RAF`ERS, LS IN EXTE -R NSTALLED fo ^' 'L BLACK Vt 50.rr_E-N G.R. 0,\ D COVE L •» ED -^' A" .;O'NTS 1,\ EX . E10ED LP 'O = 01,:% 0-1,T'•Oh WAi _L (REawl -RED A; A:.L CRAG:.= SPAOE5 . =!REP .ACES SAL:. BE PROV{ DED V.rr4: A. T :GHTLY FITTING FLUE DWI -PERS. 3. READIL ACCESS`.E'i_E MIANJAL CQ AUTO C.ONTRO�_S. 514ERS SHALL WAVE A FLOW C'.ONTRO.. DEVICE TO LI!•i:: FLOX TO A `rAX. OF 25 & M °ER SHOVER WE AD. W4 T ER WEATERS ARE REARED TO BE L LBE�ED AS k.1/ NAECA i°81 ELECTRIC WATER. HEATERS LOCATED N IoNWEA . 0 SPACES S;L04 AS GARAGES TO BE r1t5TALLED ON. AN i e. + SS BLE .- SULATION ! MIN. OF 18' ABOVE 'F�.00R GAS OR ELEC. (1-Q- 0 S TRUCTURAL NOTE$: 1. DESIGN LOADS (VERIFY SNOW LOAD PER AREA). A. ROOF LIVE OA 25 SF (TOTAL LOAD 3'1 XW/TILE '45 PSF) VE D P L PSF B. FLOOR LIVE L OA D 40 POP (TOTAL LOAD 50 P5F) C. SEISM DESIG C AT EGO RY 2 UND. BY ENG. G DE GN D D. WIND LOAD 22 PSF s E. SOIL BEARING CAPACITY- 2000 PSF ASSUMED. SOIL REPORT REQ'D ON ANY QUESTIONABLE. SOIL. (1200 DEFAULT FOR CITY OF KENT) 2. FOUNDATIONS A. ASSUMED MAX SOIL BEARING CAPACITY 2000 PSF UNDISTURBED CWT. (1200 FOR CITY OF KENT) �+�� t B. POUR FOUNDATIONS ONLY ON UNDISTURBED SOIL, (VERIFY) C. UNDER FLOOR SLABS COMPACT FILL TO 9590 MMO. � �% � 3. CONCRETE A. FOUNDATIONS AND FLOOR SLAB_ CONCRETE SHALL BE EQUAL TO (3000 PSI). MAXIMUM WATER TO CEMENT RATIO, 5 -1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND 6-3/4 GALLONS WATER PER 94 LB. SACK OF CEMENT- 3' • PSI ASSUMED COMPRESSIVE STRENGTH AT 28 DAYS WITH AIR ENTRAINMENT IN ACCORDANCE WITH TABLE 4022 IRC B. MINIMUM COVERAGE OF STEEL, 3' BOTTOM, 2' SIDES, 1 -1/2' WALLS. FOR SOIL, SEE CODE WHERE SOIL NO PROBLEM. C. EQUIVALENT FLUID PRESSURE, MIN. 35' PER CUBIC FOOT 4. REINFORCING STEEL A. ALL REINFORCING STEEL SHALL BE DEFORMED, GRADE 60 BARS ..r.. ASTM A615 -WITH DETAILING, FABRICATION AND PLACEMENT PER IBC 2003 AND ACI -318 Q B. SPLICES, WHERE LOCATED AND APPROVED SHALL BE A MINIMUM OF 12 INCHES (3000 PSI) OR 30 BAR DIAMETER C. ALL REINFORCING SHALL BE TIGHTLY TIED AND SUPPORTED DURING CONSTRUCTION. w D. WELDED WIRE MESH SHALL BE ASTM -Af85. 5. WOOD A. PER 2003 IRC cla B_ NEADERS/BEAMS - SEE PLANS FOR ALL SIZES AND SPECIES. C. SEE PLANS FOR PLYWOOD. 1 1 6_ STRUCTURAL STEEL ALL STRUCTURAL STEEL SHALL BE ASTM A36, NEW, CLEAN AND FREE OF RUST. PIPE COL. SHALL 0 BE ASTM a53, GRADE B OR ASOL, A36 STEEL. (ALSC.) z 1. STRUCTURAL FRAMING A. FRAMING TO BE IN COMPLIANCE WITH 2003 IRC B. PROVIDE NAILING IN ACCORDANCE WITH 2003 IRC NOTE: STRUCTURAL ENG. SPECS TAKE PRECEDENCE OVER MIN. NAILI1_s SCHEDULE AND OTHER GENERAL SPECS. ..�r C. PROVIDE SOLID BLOCKING AT JOIST SUPPORTS AND BEARING PARTITIONS. on D. PROVIDE BRIDGING OR BLOCKING AT MID -SPAN OF ALL SPANS OVER 10 FEET_ >00 E. USE APPROVED JOIST HANGERS WHERE REQUIRED. lam F. ROOF TRUSSES: SIZES TO BE VERIFIED, DETAILED AND FABRICATED BY TRUSS MANUFACTURER 0 INSTALLATION AND BRIDGING SHALL BE PER MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. ALL TRUSSES DESIGNED MUST BE STAMPED BY LIC. WA. STATE P.E. CARE MUST BE TAKEN DURING ERECTION BY BUILDER TO NOT OVERLOAD TRUSSES WITH BUILDING MAT. 49 t TO ADEQUATELY BRACE TRUSSES. T& 8_ STUD WALLS ti all A. USE 2x6 NF*2 STUDS AT 16' O.C. f24* O.C. MAX.) PER 2003 IRC W/ 2x4' CONSTRUCTION, cp SPACING NOT TO EXCEED 16' O.C. W/ THREE STORY STRUCTURE 2x6' STUDS MUST BE USED LGWEST LEVEL W/ r ' SPACING NOT TO EXCEED 16' O.C. G; � C if B. DOUBLE TOP PLATES SHALL HAVE JOINTS STAGGERED NOT LESS THAN 4 FEET. M1 . NAILING OF 8 - 166 s 48' MIN. LAPS s EACH SIDE OF JOINT W/1(od 9 12' O.C. BETWEEN PLATES FOR EXT. s INT. LONG WALL (2 t 3 STORY BLDG-). t S. ROOF iNG .rte W A. APPi_Y ROOFING 1N ACCORDANCE WITW 2003 IRC C B. PROVIDE ATTIC VENTILATION AS INDICATED ON ROOF FRAMING PLANS. 0 T he FLOOR DIAPNRA sM: `1iN1M;f*1 1'5/32' TI'- I1GiQNES5 APA RATED TONGUE 4 GROOVE 5NEA?µ`NCs tL'iTN t0d NAILS s 6' O.C. AT SUPPORTED SPEATNiNG PANEL EDGES AND 10' O.C_ AT INTERMED FRA!"1 r'G MEMBERS (SEE ARCH. PLANS AND / OR GEI�RAL NOTES FOR RED'S.). �FE 1" CAT ION6: . rONCRETE AND STEEL SPEC:FIC:ATIONS- USE 3000 PS! CONCRETE S!°ECS AT 28 DAYS. 2- USE AST!". AGIS -66 OR EQUAL GRADE AO RE15AR LAPPED 30' ! +NIL AT SPLICES. CO%. NERa s N, T ERSEcT:JMS. 4w ; Iq REcevw Cmr PrrCEMM FOR 1NA O�Q_ ri.OGQ- T. .�iGLiiDIN�s GIftJER �S_ ETC-: TI-=- TR % MA%AFACTt:;RER SHALL PROVIDE ALL DEV614 AANO ENGINEERING WIT4 WASH.'?��CsTON STATE P.E. STAMP ON DES C NS. DURING ERECTION OF TQ. 6 SES, TI-e BUILDER SHALL TAKE CARE TO ADEQUATELY BRACE TRUSSES t ALSO NOT TO OVERLOAD T" EM U PT#4 EXCESS BUILDING MATERIALS. ►7r. sw opa wnw S Cr er .,rd vdriued Pr ?or To C rust'&% To �brder t°I,vs Y8�0 - � f TAv 2003 I.B.C. �� DEr '0' 3, ., o o C01"IWA"T 20M CRANE DE64N *4a -- - -- _ -_ ,r__:sz �".� -. - --- �. _ -- �.7C.�.:.- - a7rrdoeC7L�r�E. - V :..ate._ u�. i.._ - _ �T.3Tna�. �Sa L sMa �• • :wv.,f.�o:.s:�xs _vs'i.araiNC�.r - - - - •• s • _.'daA0 r 0 -6 CRANE DESIGN, im. Reserves All legal Rights To Mater!al on TMs sheet . 9ubjoe_t Tv Crineinal Prosecutlon rFA5TENER SCHE FOR STRUCTUR 1" IE1" 1BER6 DESCRIPTION OF BUILDING ELEMENTS NUMBER 4 TYPE SPACING OF OF FASTENERS OF FASTENER "b"' A FASTENERS Jo ist to sill o r girder, toerali 1 1'X6' !ntermealate supports _ sub floor or less to each foist, face nail 2_gd l rrd�es ) 1 - - _ _ 2 stn les, 1 - ---- -- 2' su to Joist or girder, blind and face nail 2 - 16d War'r-air rs;reace :fstailatiors ;n att`cs of crai;;I spaces sha cCTpiy wit 2003 IRC Sole p late to Joist or blocking, face nail l(od 16' O.C. Top piate /S ole pl ate to stu end nail 2 -16d l Stud to sole plate, toe nail 3 -8d or 2 -16d lod 24' o.c. -- _ i Do uble studs, face nail L LDouble top plates, face nail led 24' o I S ole plate to Jois or blocking, at braced wall anels 3 -16d _ 16' o.c. b !e top plates, minimum 24 -Inch offset of end ,Joist, 8 -16d Sddec^sdnail k f ace n a i l in lapped area ' _ Bloc klnG between ,joists or r to top plate, toe nail 3 -8d -- R im Jo to top plate, toe nail 8d 6 o.c. r - - ,as :_19p plat laps at corner and intersections, face nail 2 -loci I Built up header, two pieces with 1/2' spacer 160 16 o.c. along ^.r0: 14' SrJei.s. � r -- each edge - - _ -- -�- - header, Continued two pieces t6d 16' O.C. along 3_8d each ed Ceili Jo ists to plate toe nail F Cont'nuous reader to stud, toe nail ` - - = 3 l` r0 :r� - -- G C eiling ,joist, la ps over partitions, face nail 3 - I0d , : ties :r''+"G Cell foi sts to parallel rafters, face nai 8 J Rafter to plate, t 2 -160 i` brace to each stud and plate, face nail 2 -8d 2 staples 1 2 -8d - i' x 6' srieath'!ng to each bearing, face nail I i 2 staples 1 I' x 8' sheathing to each bearing, face nail 2 _ 3 staples 1 Wider than I' x 6' sheathing to each bearing face nail 3 -8d - ! 4 staples 1 Built corner studs lod 24' oz. Built-up girders and beams, 2 -inch lumber layers Ted Nail each layer as ' follows: 32' oc. at top and bottom and staggered. Two nails at ends and at each splice. i 2' planks 2 -16d At each bearing i Roof rafters to ridge, valley or hip rafters: toe nail 446d face nail I 3 -i6d Rafter ties to rafters, face 3-8d For 61:1 inch a 25.4 mm, I foot a 304.8 mm, I mile per hour a I1o09 km/h a. All nails are smooth- common, box or deformed shank* except where otherwise stated. Nails used for framin and sheathingq 1. DRYER MOISTURE EXHAUST DUCT connections shall have minimum average bending yei ld strength as shown: 80 ksl (551 MPa) for shank diameter of 0.192 in SHALL NOT EXCEED A • TOTAL OF (20d common nail), SO ksi (620 MPa) for shank diameters larger than 0.142 inch but not larger than 0.111 inch, and 100 k*l COMBINED HORIZONTAL AND VERT- (689 MPa) for shank diameters of 0.142 Inch or less. t ICAL EFFECTIVE LENGTH OF 14' - 0 ' . b. Staples are 16 gage wire and have a minimum 1/16 Inch on diameter crown width. c. Nails shall be spaced at not more than (P inches on center at all supports where spans are 48 inches or greater. S. MASONRY FIREPLACES SHOULD d. Four- foot -by -8 -foot or 4- foot -by -S -root panels shall be applied vertically. BE PROVIDED WITH A TIGHTLY e. Spacing of fasteners not Included in this table shall be based on Table P-602.30). FT1TT{NCs LUE DAMPER AND A TING FLUE ACCESSIBLE MANUAL f. For regions having basic wind speed of 110 mph or greater, 8d deformed nails shall be used for attaching plywood and I CONTROL. AN OUTSIDE SOURCE wood structural panel roof sheathing to framing within minimum 48 - inch distance from gable end walls, If mean roof height Is OF COMBUSTION AIR SHOULD BE more than 25 feet, up to 35 feet maximum. WITH A DUET OF 4 SQ. g. For regions having basic wind speed of 100 mph or less, nails for attaching wood structural penal roof sheathing to g PROVIDED 9 able INCHES M WI1 "l AREA AND REA- end wall framing shall be spaced 6 inches on center. then basic wind speed is greater than 100 mph, nails for attachln panel roof sheathing to intermediate supports shall be spaced 6 inches on center for minimum 48 -inch distance from ridges, DfLY OPERABLE DAMPER, eaves and gable end walls/ and 4 Inches on center to gable endwall framing. h. Gypsum sheathing she II conform to ASTM C 19 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to either AHA 194.1 or ASTM C 206 a WATER HEATERS LOCATED IN THE I. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported bg framing members and at all GARAGE OF UNHEATED FLOOR ARE floor perimeters only. Scing of fasteners on roof sheathing panel edges applies to bane edges supported by framing TO BE INSTALLED ON INCOMPRE- members and at all root plane perimeters Blocking of roof or floor sheathing panel ec`lcfes perpendicular to the framing 5815LE INSULATION. members shall not be required except at Intersec Ion of adjacent roof planes. Floor an roof perimeter shall be supported by framing members or solid blocking. 10. HOT AND COLD WATER HEATER PIPES IN THE GARAGE SHOULD BE MECI INSULATED W ITH MINIMUM R -3 INSUL. GENEfRAL: WITH A FLAME SPREAD OF 25 OR SOLID FUEL BURNING APPLIANCES - LESS. PILOTS, BURNER, HEATING ELEMENTS 11. THE SHOWER SURROUNDS ARE TO I. Solid fuel burning appliances include airtight stoves, fire places stoves, root" t SWITCHES OF THE FURNACE AND W.W. BE A SMOOTH, HARD AND NON - heaters /fireplaces stoves, factory -built fireplaces, and fireplace inserts. SHOULD BE A MINIMUM OF 18' ABOVE ABSORBENT SURFACE NOT LESS Unless otherwise adopted by King County, all solid fuel burning appliances THE GARAGE FLOOR THESE SHOULD THAN 10' ABOVE THE DRAIN INLET. shall comply with 2003 iRC ALSO BE PROTECTED AGAINST ANY VEHICULAR COLLISION. 12. GYPSUM WALL BOARD BACKING HEATING USED FOR TUB OF SHOWER ENCL- Each dwelling unit shall be provided with heating facilities capable - of OSURES SHOULD BE OF A DATER maintaining 10*17 at a point 3' above the floor in all habitable rooms 2. EXIT DOORS SHALL BE OPERABLE RESISTANT MATERIAL. DO NOT FROM THE INSIDE WITH A NIGHT INSTALL OVER VAPOR BARRIER A. Fuel burning equipment located within the building envelope (constructed under the W.S.E.C.) shall obtain LIGHT, DEAD BOLT, OR SECURITY ON WALLS OR ON THE CEILING, CHAIN MOUNTED AT A HEIGHT OF combustion air from outdoors. 48' MAXIMUM ABOVE FINISHED 13. AIR DUCTS PASSING THROUGI4 NOTE: BUILDING ENVELOPE The elements of a building which FLOOR. GARAGE WALLS, FLOOR OR enclose conditioned spaces through which therma I energy may CEILING ARE TO BE NO. 26 be transferred to or from the exterior_ 3. ALL WOOD IN CONTACT WITH GALVANIZED STEEL WITH NO B. Fuel burning equipment located outside the building CONCRETE OR MASONRY SHOULD OPENINGS INTO THE GARAGE. envelope shall meet the provisions of 2003 IRC C. Ductwork, location and source of combustion air, refer To 2003 IRC All warm -air furnace shall be listed and labeled by an approved agency and Installed to listed specifications. Appliances intended for installation in closets, alcoves or confined spaces shall be so listed. No warm -air furnace shall be installed in a room used of designed to be used as a bedroom, bathroom, closet or In any enclosed space with access only through such room or space except direct vent furnaces, enclosed furnaces and electric heating furnaces. No warm -air furnace shall be installed in a closet or alcove less than 12' wider "�' 'pGtiiar Gel1i:�4siG 'os -o'oa rd Brea thing 2 ' Oaivanized rooQng ra i 1 Common na i I I e n•sr,ie 1/ i.� ;;'�� lam...... i than the furnace or furnaces installed with a minimum clear working space less than 3' along the sides, back and top of the furnace. Liquefied petroleum, gas - burning appliances shall not be installed in a pit, basement, or similar location where heavier -than -air gas might collect. Appllances so fue!ed shall not be !nstalled in an above -grade under floor space or basement unless such location Is provided with an approved means for removal of unburned gas. (Approval trust be granted by the Building Official. Heating and cooling equipment located in a garao a and a;nich generates a glom, spark or Flame capable of Igniting flammable vapors she':! be installed with the pilots and b;.:rners or r- eating elements and switches at least l8' above tree floor level. Ciro darn p ars reed not be 'r sta i:ed Ill air G4,;ctS p ass i ng t p I✓ 9 hrough the wa l l, ficor, 6 or ceii; s eo aratir:g a res idence (Group R, Division 3 occupa from a garage j ! (Grouo U, Division ! occup arcu )p rovieied such ciucts Luith -# ire garage are con - S I str.:cted or steel having a thickeess not less that 0.01 inch (No. 26 Galvanized c i s varized rocfir=o : S P AC Ii�eG OF FASTENERS DESCR {PTlO�I OF I DESCRIPTION ! i3UiLDING- MATERIA! S i FASTENERb ,,p'' OF Edges (ir+cnes)' !ntermealate supports _ ! l rrd�es ) ; structural panels, subfioor roof and wall i sheathing to framing, iar+d aartFcieooaro wall sheathing to fra i War'r-air rs;reace :fstailatiors ;n att`cs of crai;;I spaces sha cCTpiy wit 2003 IRC 15/ 9, 1 - i!2' i 6d common ra i i 6 12 Q (sub floor, wa!I) , l 3d co r :: I ' ( roof)' ' Eveer;! appe -ce (druer. range etc.} desiored. to i✓e vested shall be corrected to : ? °/32' -" '8d common nail I 6 '2e ; lad common rail or I 6 12 i Sddec^sdnail � ' $ I Eve�� Tact ,r y c::::: c� "�-re�. Type ► vent, :5oe B gas volt or Tyne B : vet•: �Lt'8r t.;a" Shea t1 'n!2 coy -�-or tali ,as "�' 'pGtiiar Gel1i:�4siG 'os -o'oa rd Brea thing 2 ' Oaivanized rooQng ra i 1 Common na i I I e n•sr,ie 1/ i.� ;;'�� lam...... i than the furnace or furnaces installed with a minimum clear working space less than 3' along the sides, back and top of the furnace. Liquefied petroleum, gas - burning appliances shall not be installed in a pit, basement, or similar location where heavier -than -air gas might collect. Appllances so fue!ed shall not be !nstalled in an above -grade under floor space or basement unless such location Is provided with an approved means for removal of unburned gas. (Approval trust be granted by the Building Official. Heating and cooling equipment located in a garao a and a;nich generates a glom, spark or Flame capable of Igniting flammable vapors she':! be installed with the pilots and b;.:rners or r- eating elements and switches at least l8' above tree floor level. Ciro darn p ars reed not be 'r sta i:ed Ill air G4,;ctS p ass i ng t p I✓ 9 hrough the wa l l, ficor, 6 or ceii; s eo aratir:g a res idence (Group R, Division 3 occupa from a garage j ! (Grouo U, Division ! occup arcu )p rovieied such ciucts Luith -# ire garage are con - S I str.:cted or steel having a thickeess not less that 0.01 inch (No. 26 Galvanized BE PRESSURE TREATED WOOD AND BRANDED BY AN APPROVED 14. LANDINGS OUTSIDE TO BE NO AGENCY. MORE THAN i' BELOW THE 4. LIVING ROOM CEILING 15 24' THRESHOLD. ABOVE HALLWAY WHICH LEADS TO SLEEPING ROOMS, A W10KE DETECTOR WILL BE INSTALLED AT THE HIGHEST POINT. 5. RECESSED LIGHTING FIXTURES SHOULD BE iC. RATED AND ENCLOSURE LINED WITH A 1/2' G.W.B. TAPE AND FINISH. Co. ALL DUCTS, PLENUMS, AND ENCL- OSURE THROUGH OR ALONG UN- WEATED SPACES.( INCLUDiNG THOSE FROM GARAGE INSTALLATIONS), SHOULD BE THERMALLY INSULATED EXCEPT THOSE INSTALLED BETWEEN WALLS OR iN A SPACE NOT EXPOSED TO OUTSIDE AIR 15. INTERMEDIATE RAILS TO BE NO MORE THAN 4' APART. 16. STAIR HANDRAILS AND HAND GRIPS ARE TO HAVE 11/4' TO 2' CROSS SECTIONALS AND RETURN TO WALL. ( CONTINUOUS) 11. 5/8' TYPE 'X' G.WJ5. UNDER ALL Stair WELLS AND DOUBLE LAYER IF STRINGER S PACING 16 MORE THAN 16 "o.c. 18. WATER HEATER SHALL BE SEISMIC ALLY STRAPPED AT A POINT WITHIN THE UPPER I/3RD AND THE LOWER 1 /3RD OF ITS VERTICAL DIMENSION. THE LOWER STRAP SHALL BE NOT LESS THAN 4 INCHES ABOVE THE CONTROLS. IS. WINDOW MANUFACTURER TO PRO- VIDE PORT HOLES IN EACH WINDOW IN EACH HABITABLE 80011. 20. WATER i;EATER PRESSURE RELIEF ' - VALVE TO DRAIN BY GRAVITY TO EXTERIOR- ALL SAFETY GLAZING SHALL BE PEWANENTLY LABELED DESIGNATING TAE TYPE AND THIC004ESS OF GLASS AND THE SAFETY GLAZING STANDARD W1TW U,3410H IT COMPLIES S:aDiS 0 I va zed, E 5i ' t Gar°.:5. :o s'.ste^:s sra:: C° of rata: c factory- ra• . - s..o�a.�- ✓oe :ate en : G' ,G! _ a r o..r•s ...o,y'rG "•r 22x3 'QC 3 << aro 'ess ' (a oer :'rmed ra or 80 b i -2 ...•. s 5..;0 :rts aeo sews wrai; oe s..os:ae.t;a %• u a:rtignt. ! v 8a C-O -MOA ra; f 01 Sa 6 '< i 'rec:arc.;'ar d:;cts: ; ►Fat, Ova :, and -a rcj o..►cts % i : v . f3�f'vre'eG T,ai: I . • �8' - 7 '4' � '•Qd CCf*r'or: P•a: or 8d b i i2 G. `rsia :ICS; OF d.rc s!1d Go�'p ;y w:i•.: ?0.23 il�C � I � osformed ra is i D-- DLitt :rs1 !aL r' : s-"a ii lr.,e rs►8 led in accordanca U,;t 2003 :LaEC. - '..ON's :G'CR %0 A' C'rars &-a-. Be veckeo AAo vs d P.►zor TO Co-sv.,cc IF 4 Tae dr rder Psara Y e" MA8 -'54i • • f `0OF : '. ATTIC VENT;LATiON AS PER -2003 IRC SEE VE iTILATiON'S CALCULATIONS PROVIDED. 2. VENT OPE%itN,*S SHA LL BE Cch/ERED 'W 14 ION EES ;S O W56 W;E � T /! �cS`;� W `� O - G��l.� 56 O 114 `a 9 9N. rW 3. ROOF /ALLEYS TO SAVE 28 GAUGE GALVANIZED F.ASH:,' . 4. WOOD SHINGLE OR $HAKE TO BE INSTALLED PER 2003 IRC 5. ASPHALT SHINGLE (COMP) TO BE INSTALLED PER 2003 IRC 6. 22'x30' ATTIC ACCESS TO BE PROVIDED FOR EACH SEPARATE ATTIC AREA WITH NO LESS THAN 30' FOR HEADROOM ATTIC ACCESS DR. TO HAVE R -30 INSULATION MINIMUM. AND WEATHER STRIPPED. HARDWARE TO PROVIDE TIGHT CLOSURE. 1. TRUSSES TO BE DESIGNED AND STAMPED BY A WASHINGTON STATE STRUCTURAL ENGINEER. CALCULATIONS ARE TO BE SUBM- ITTED FOR CODE COMPLIANCE PRIOR TO FABRICATION OR PER- MIT ISSUANCE. S. APPROVED HANGERS TO BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO THE MAIN GIRDER TRUSS. TRUSS MANUFACTURER TO PRO- ViDE TYPE. S. NONBEARING WALLS SHOULD BE HELD DOU1 FROM THE TRUSS TO BOTTOM CHORD WITH AN APPR- OVED FASTENER TO INSURE TRUSS BOTTOM CHORD WILL NOT BEAR ON NONBEARING WALL. 10. ROOF TO BE ANCHORED TO RE- SIST NET WIND UPLIFT LOADS. USE SIMPSON 2 141 8 ANCHORS. Il. TRUSSES WILL .NOT BE FIELD ALT- ERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF ENG- INEERING CALCULATIONS. 12. TRUSSES SHALL HAVE DETAILS AND DRAWINGS ON SiTE FOR FIELD INSPECTION. 13. PROVIDE SCREENED BLOCKING OVER SUPPORTS. 14. SHADED AREAS = FRAME OVER WITH 2x6 RAFTERS a 24'o.c. UN.O. SPANS EXCEEDING 10' -3' FRAME OVER W/ 2xS' a 24' O C_ F OUNDATION: 1. GALVANIZED METAL FLASHING TO BE INSTALLED BETWEEN CONCRETE SLAB, AND WOOD MATERIAL AT EXTERIOR PORCHES AND LANDING5 TO RIM JOIST. 2. CONCRETE PIER PADS SHOULD RECD PROJECT AT LEAST S' ABOVE cmroFMK GROUND UNLESS PRESSURE TREATED MATERIALS ARE USED. � � iPEtiA�TCE1�f 1. ALL EXPOSED INSULA T ION MATER - AILS INCLUDING FACING SUCH AS VAPOR BARRIERS OR UEATHERED PAPER SHOULD HAVE FLAME SF1ZEAD /S!`':OKE DEVELOPED RATING SW OWN ON 25/450 OR LESS. NOTE: ALL INpORATIO PROV-OED ON THIS SHEE I S PER TI`+E 2003 IRC Y ER!FY E O , 4L e C * 0Z " 0 '0' E5 IF CONSTRUCTION IS N1 OTi-:E Q T1-44N "WA. STATE. COjO <x►+* 20M GqAhe DEavfC#f NC 9 firm to Cn J Q H W O co w I== O z J Q U a r ti Ire *I- Its lop • . a 8 2 N O� : pie TAS 2003 f.B.Co 3 f i 'Ai c i s varized rocfir=o : 3 6 steel gauge) and have no open :r :n:o the garags. r C°..r�Gard L- �'�°atI•`no �+ois $d ,, i;- ! stap.'e '6gac!0' iorp V i War'r-air rs;reace :fstailatiors ;n att`cs of crai;;I spaces sha cCTpiy wit 2003 IRC 'L5 %31' S: 1C.ti:'ai :e 1U ' 3/4' oa var1 r oorieQ1 6 , r'cerdoard sreatr��o -" na : 821 co - , ron rail I Eveer;! appe -ce (druer. range etc.} desiored. to i✓e vested shall be corrected to - - -- s:aole *ea.. i 3/4' !on'o a �er :'rg syste --. 1 .. 5,. �'ee3tr:_rp rl Ga'vc3r °zed rcof'rp ' 01a i s 6o 4' $ I Eve�� Tact ,r y c::::: c� "�-re�. Type ► vent, :5oe B gas volt or Tyne B : vet•: coy -�-or tali ,as ^ s :aois oa'vae ;zeo, �;2• .fir -� :. iC° ;�3t�'.QC Z :�Cr�� �.. :i: r. t��e ter Gf s .�st.rg, . ,p• . . es 4i t .. = - ,r...r..5 r ^.r0: 14' SrJei.s. r:i�t CDR'S ' ;.Ge .a or 5!8 G,cs. ` - - = 3 l` r0 :r� - -- G ` ort correct cry sria:' ce , Psta. :ed wit i'f the sp ace orr rea vnGlt ti's° ' :ia�'G.° ../'�Ch app , : ties :r''+"G ,4 oa ae;zed ✓' talc/ 8 r' "at eo and er'd :. G° G.^.rr "'�'e r iii s - . :s .•.. e re .o a cx+ : , y . a .=a ,er as to rr BE PRESSURE TREATED WOOD AND BRANDED BY AN APPROVED 14. LANDINGS OUTSIDE TO BE NO AGENCY. MORE THAN i' BELOW THE 4. LIVING ROOM CEILING 15 24' THRESHOLD. ABOVE HALLWAY WHICH LEADS TO SLEEPING ROOMS, A W10KE DETECTOR WILL BE INSTALLED AT THE HIGHEST POINT. 5. RECESSED LIGHTING FIXTURES SHOULD BE iC. RATED AND ENCLOSURE LINED WITH A 1/2' G.W.B. TAPE AND FINISH. Co. ALL DUCTS, PLENUMS, AND ENCL- OSURE THROUGH OR ALONG UN- WEATED SPACES.( INCLUDiNG THOSE FROM GARAGE INSTALLATIONS), SHOULD BE THERMALLY INSULATED EXCEPT THOSE INSTALLED BETWEEN WALLS OR iN A SPACE NOT EXPOSED TO OUTSIDE AIR 15. INTERMEDIATE RAILS TO BE NO MORE THAN 4' APART. 16. STAIR HANDRAILS AND HAND GRIPS ARE TO HAVE 11/4' TO 2' CROSS SECTIONALS AND RETURN TO WALL. ( CONTINUOUS) 11. 5/8' TYPE 'X' G.WJ5. UNDER ALL Stair WELLS AND DOUBLE LAYER IF STRINGER S PACING 16 MORE THAN 16 "o.c. 18. WATER HEATER SHALL BE SEISMIC ALLY STRAPPED AT A POINT WITHIN THE UPPER I/3RD AND THE LOWER 1 /3RD OF ITS VERTICAL DIMENSION. THE LOWER STRAP SHALL BE NOT LESS THAN 4 INCHES ABOVE THE CONTROLS. IS. WINDOW MANUFACTURER TO PRO- VIDE PORT HOLES IN EACH WINDOW IN EACH HABITABLE 80011. 20. WATER i;EATER PRESSURE RELIEF ' - VALVE TO DRAIN BY GRAVITY TO EXTERIOR- ALL SAFETY GLAZING SHALL BE PEWANENTLY LABELED DESIGNATING TAE TYPE AND THIC004ESS OF GLASS AND THE SAFETY GLAZING STANDARD W1TW U,3410H IT COMPLIES S:aDiS 0 I va zed, E 5i ' t Gar°.:5. :o s'.ste^:s sra:: C° of rata: c factory- ra• . - s..o�a.�- ✓oe :ate en : G' ,G! _ a r o..r•s ...o,y'rG "•r 22x3 'QC 3 << aro 'ess ' (a oer :'rmed ra or 80 b i -2 ...•. s 5..;0 :rts aeo sews wrai; oe s..os:ae.t;a %• u a:rtignt. ! v 8a C-O -MOA ra; f 01 Sa 6 '< i 'rec:arc.;'ar d:;cts: ; ►Fat, Ova :, and -a rcj o..►cts % i : v . f3�f'vre'eG T,ai: I . • �8' - 7 '4' � '•Qd CCf*r'or: P•a: or 8d b i i2 G. `rsia :ICS; OF d.rc s!1d Go�'p ;y w:i•.: ?0.23 il�C � I � osformed ra is i D-- DLitt :rs1 !aL r' : s-"a ii lr.,e rs►8 led in accordanca U,;t 2003 :LaEC. - '..ON's :G'CR %0 A' C'rars &-a-. Be veckeo AAo vs d P.►zor TO Co-sv.,cc IF 4 Tae dr rder Psara Y e" MA8 -'54i • • f `0OF : '. ATTIC VENT;LATiON AS PER -2003 IRC SEE VE iTILATiON'S CALCULATIONS PROVIDED. 2. VENT OPE%itN,*S SHA LL BE Cch/ERED 'W 14 ION EES ;S O W56 W;E � T /! �cS`;� W `� O - G��l.� 56 O 114 `a 9 9N. rW 3. ROOF /ALLEYS TO SAVE 28 GAUGE GALVANIZED F.ASH:,' . 4. WOOD SHINGLE OR $HAKE TO BE INSTALLED PER 2003 IRC 5. ASPHALT SHINGLE (COMP) TO BE INSTALLED PER 2003 IRC 6. 22'x30' ATTIC ACCESS TO BE PROVIDED FOR EACH SEPARATE ATTIC AREA WITH NO LESS THAN 30' FOR HEADROOM ATTIC ACCESS DR. TO HAVE R -30 INSULATION MINIMUM. AND WEATHER STRIPPED. HARDWARE TO PROVIDE TIGHT CLOSURE. 1. TRUSSES TO BE DESIGNED AND STAMPED BY A WASHINGTON STATE STRUCTURAL ENGINEER. CALCULATIONS ARE TO BE SUBM- ITTED FOR CODE COMPLIANCE PRIOR TO FABRICATION OR PER- MIT ISSUANCE. S. APPROVED HANGERS TO BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO THE MAIN GIRDER TRUSS. TRUSS MANUFACTURER TO PRO- ViDE TYPE. S. NONBEARING WALLS SHOULD BE HELD DOU1 FROM THE TRUSS TO BOTTOM CHORD WITH AN APPR- OVED FASTENER TO INSURE TRUSS BOTTOM CHORD WILL NOT BEAR ON NONBEARING WALL. 10. ROOF TO BE ANCHORED TO RE- SIST NET WIND UPLIFT LOADS. USE SIMPSON 2 141 8 ANCHORS. Il. TRUSSES WILL .NOT BE FIELD ALT- ERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF ENG- INEERING CALCULATIONS. 12. TRUSSES SHALL HAVE DETAILS AND DRAWINGS ON SiTE FOR FIELD INSPECTION. 13. PROVIDE SCREENED BLOCKING OVER SUPPORTS. 14. SHADED AREAS = FRAME OVER WITH 2x6 RAFTERS a 24'o.c. UN.O. SPANS EXCEEDING 10' -3' FRAME OVER W/ 2xS' a 24' O C_ F OUNDATION: 1. GALVANIZED METAL FLASHING TO BE INSTALLED BETWEEN CONCRETE SLAB, AND WOOD MATERIAL AT EXTERIOR PORCHES AND LANDING5 TO RIM JOIST. 2. CONCRETE PIER PADS SHOULD RECD PROJECT AT LEAST S' ABOVE cmroFMK GROUND UNLESS PRESSURE TREATED MATERIALS ARE USED. � � iPEtiA�TCE1�f 1. ALL EXPOSED INSULA T ION MATER - AILS INCLUDING FACING SUCH AS VAPOR BARRIERS OR UEATHERED PAPER SHOULD HAVE FLAME SF1ZEAD /S!`':OKE DEVELOPED RATING SW OWN ON 25/450 OR LESS. NOTE: ALL INpORATIO PROV-OED ON THIS SHEE I S PER TI`+E 2003 IRC Y ER!FY E O , 4L e C * 0Z " 0 '0' E5 IF CONSTRUCTION IS N1 OTi-:E Q T1-44N "WA. STATE. COjO <x►+* 20M GqAhe DEavfC#f NC 9 firm to Cn J Q H W O co w I== O z J Q U a r ti Ire *I- Its lop • . a 8 2 N O� : pie TAS 2003 f.B.Co 3 f i 'Ai File: D05 -0214 35mm Drawing #1 -8 NGINEERING 810 N.E. 178" ST. • Suite 101 Winville, WA 98072 -8702 51 481 -6601 • FAX: 481 -6371 ✓1 DATF- e I I i t a I I I I IIIII�II: III'1 1(I I II II ( R I'\ y l tils,i4�1 ICI I)1 j I I 2 I I } �'Il Ii I Inch 1/18 WW4 6 1 J � i:�' p � •�� � IY ! i ' * r p � =, �...tq �,f�a� l'�' �t �'� l } ' ti r�+ }} L �6 tiL EL ZL LL 0 $� 9w�, z L w0 II�LILLLI LI _I_l��l.l,Ll_l1J.l_ I ``�' � �� �;'�''',�•,,�''� .;., .1 �I MILLI( 1. �. L[_ I_ L�;, L).), I�IIJILLLIILIILI1I111111� _ill l•I III �IIIII !.._ _ IIII�IIIII F T ENOINEER/NG 12810 N.E. 178" ST. • Suile 101 Woodinville. WA 98072 -8702 025) 481 -6601 & FAX 481 -63 71 JOB #: 3328 3 3I V� IL SHEET /; DATE: 3 /ro /o ■ ■ III III. Iii ICI II'h— Ijlsj�� -III" Ill ijl .� �. I T 1 1 rI Inch 6 u,e 3 Y� ��� 5 f e V., tV .,l , ♦ S 1ri.�1h5'�°Y" '1'y tttly " 4 1 V 1 1 r r! � � r!! = �i �jJ V I M 'fb` { *�wi Ri►y' l5j ,+14i/R7 *6 t�' ( IIIIILI�IIIIII II!_I- IIIIIIIILIIIII � '`� � " r" ` "'� �' ° IIIIII. IIIIIIILI�LLI. LLI_ UILLLI .IJJIILI_LIVIII I ILL�JII�ILI I ( I IJ�(ILLhII I I I I (I II.L! I I I I I I I I L I LL I I I�LI I I I l (I � I I I I I I I I I I I I I I I I MAIN FLOOR PLAN_ (W/ BONUS ROOM) - F a t F4,af� FrtRMiN4 I' I Inch 1 1/18 I I I f y Y. J J Rcxt n +3 j" 4 � 5 6 .I TSE ENGINEERING 12810 N.E. 178" ST. & Suite 101' Woodinville, WA 98072 -8702 (425) 481 -6601 • FAX: 481- 6371 JoeN: �3 Z$ SHEETAf: -7 .� r DATE: S h 3 v% 0 TS E ENGINEERING 12810 N.E. 178 ST. • Suite 101 Wooditwille, WA 98072 -8702 025) 481 -6601 • FAX: 481 -6371 J08 #: 3.57 1i SHEET #: DATE: 3. / .. to 1 NOTE: STRUCTURAL ENGINEERING SHOWN ON THIS PLAN IS APPLICABLE TO EITHER A 3 OR 4 BEDROOM LAYOUT PROVIDING NO ADDITIONAL OPENINGS OCCUR. PLAN MAY OR MAY NOT HAVE A BONUS ROOM. UPPER FLOOR PLAN (4 BEDROOM W/ BONUS OPTIONI� IIIII If l Inch 1/1s e r ss i 1 F T Y ENGINEERING 12810 N.E. 178'" ST. • Suite 101 Woodirnrille, WA 98072 -8702 025) 481 -6601 & FAX: 481 -6371 JOB#: 3326 (DATE: JbQlas "n "IZ ?f-l2 per S1T"- N f: A W Acq Coda ,, Roo To Vp frrr2.,. WR10c, Fa A- Le v y am, I IIII��II ° rl.�..� jly11 II „LIIII L�IIII {I Inch �III �jlil !1G� ��f1 ice, y, Z� .. ���r .r��� � --y 14 BEDROOM W/ BONUS ROOM) e x i 01 ,.. 11 I IILI iIIIIII�IIiIIIII --y 14 BEDROOM W/ BONUS ROOM) pr T r ENGINEERING I 12810 N.E. 178 ST. • Suite 1Q: Woodinville, WA 98012 -8702: 025) 481 -6601 • FAX: 491 -637 ROOF FRAMING PLAN J08 #: y � MAIN FLOOR PLAN (3 CAR OPTION) NOTE REFER TO SHEET 6-3A FOR NUMBERED REFERNCE. Ll AREA MAIN FLOOR 1134 SO. FT. UPPER FLOOR 920 SO. FT. TOTAL, 2054 SGT. FT. BONUS ROOM (OPT.) 232 So. FT. GARAGE, 628 $0. FT. GLAZING (308/2054) 15.0'% SHEET #: f DATE: 1616 i II �ILIIII i(I iIIIIII ,I J 1 III I(� i�I I�� I� r {r.1 4� ) Inch 1/18 • � y ` I I ' I 5L L w a - il�. z I y .J r 1 i S V I I I LLI l l f l I Lllll l I I I I I L I I I I l (l l l l l i l LEI . I II � � ., •; I I ILll. lllLLl _IJ_LIJ:IILI Ill- IJLI I.ILII ILI IIIIIILI VIII ! I. I... IIIIIIIIIIIIII FOUNDATION PLAN PF ROOF FRAMIN (W/ BONUS ROOM) 611 FOB' rq l �& - "b �Lj�l t • .i F� -_' MAIN FLOOR PLAN _ (3 CAR W/ EXTENED STALL) NOT Ea O REFER TO SHEET 8 -3A FOR NUMBERED REFEWCE, F. LIVING AREA MAIN FLOOR: y 1134 SO, FT. UPPER FLOORf 920 SO. FT, TOTAL: 2054 SO, FT. BONUS ROOM: (OPT) 232 SO, FT. GARAGE: 855 SQ. FT. GLAZMG: (308/2054) 1598 FOUNDATION PLA - ENGINEERING I 12810 N.E. 178 ST. • Suite I Woodinville. WA 98072 -8702-: (425) 48 1 - 6601 • FAX: 48.1 -637 JOB#: Z E, mmmw� SHEET # - DATE: 1 0 / 0 I If I I I I I ,1.1 1 I 1 I s l f 1 1 ({Y) �� I (f ' I I �Y Inch 1/18 96 ti EI. z�,, ., IIIIIII�II!! ll !ll�.11I 6 P TSAE ROOF FRAMING PLAN ` (W/ BONUS ROOM) .4cu C or Vref I to 6:1 P I ( 4' -5,l' !TEMP.) o- FAMILY ROOM DEN 2` 3 BPA 11 WASH O'Vj.' Vmp e �1 I' PLYUU. ALL WALL6 APp CELDO moffi U"IIR FLOOR TO HAVE TYPE 'X' dYEi UP' TO 1lOCf OW- AYMP&L (TAPE s MOW) ` CaAR�4CaE = 4' CONC. SLAB O/ COMP. FILL SLOPE FLOOR 3' TOWARD DOORS j N. I.. ��� . N% �c' r x ti ool 16 8 O 6 8 O N.D. MAIN FLOOR PLAN (3 CAR W/ DEN) NOTE' O REFER TO SWEET S -3A FOR NUMBERED REFERNCE. I LIVM AREA MAIN FLOOR] 1286 SO. FT, UPPER FLOOR' 520 60. FT. TOTAL' 2206 SD, FT, BONUS ROOM' (OPT.) 237 SD, FT, GARAGE' 683 SO. FT, GLAZING' (308/2206) 140x. /fp. F,06 '^yff I1NlJ FOUNDATION PLAN ENGINEERING 1 12810 N.E. 1 78 6 ST. • Suite IV Woodinville, WA 98072 -8702 (425) 481 - 6601 • FAX: 491 -637 JOB#: -33 SHEET #: ' DATE: ��� 1j1 ��1�� 1 C I I I . l ~ I i I a l�at�, I , ..' .. I I 5 I In ch 1/18 y I ,,> , M I 6 1 i � '.'�✓.�� � iii � � f t�?', 'ka' � (. 96 ti�6 - EL ZL`��,' p� b' 8 g��