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HomeMy WebLinkAboutPermit D04-267 - SINGH RESIDENCE - NEW HOUSESINGH RESIDENCE - LOT 3 4226 SOUTH 748x" STREET D04 -267 Cit y o. Steven M. Mullet, Mayor Department of Commut:ity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: c0ukwila.wa.its DEVELOPMENT PERMIT Parcel No.: 0040000804 Address: 4226 S 148 ST TUKW Suite No: Tenant: Name: SINGH RESIDENCE Address: 4226 S 148 ST, TUKWILA WA Owner: $277,665.00 Name: SINGH GURDIP Address: 4228 S 148 ST, TUKWILA WA Contact Person: Name: GURDIP SINGH Address: 4228 S 148 ST, TUKWILA WA Contractor: Name: SIDHU HOMES INC Address: 1464146 AV S, TUKWILA WA Contractor License No: SIDHUHI980N0 Permit Number: Issue Date: Permit Expires On: Phone: Phone: Steve Lancaster, Director D04 -267 08/18/2004 02/14/2005 Phone: 206- 244 -1900 Expiration Date: 08/20/2004 DESCRIPTION OF WORK: CONSTRUCTION ,OF A NEW 3,130 SQ FT SINGLE FAMILY RESIDENCE, 580 SQ FT ATTACHED GARAGE AND 120 SQ FT UNCOVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: STORM DRAINAGE, TESC, AND LAND ALTERING. VAL -VUE SEWER DIST. & WATER DIST. 125. Value of Construction: $277,665.00 Type of Fire Protection: NONE Type of Construction: V -B Fees Collected: $4,525.05 International Building Code Edition: 2003 Occupancy per IBC: 22 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: y Landscape Irrigation: N Moving Oversize Load: N Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: y Street Use: N Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 40 c.y. Fill 40 c.y. Start Time: End Time: Private: N Public: N Profit: N Non - Profit: N doc: IBC - Permit D04 -267 Printed: 08 -18 -2004 Z �Z '~ w Q �2 JU 00 Co 0 w= H CO LL wO �Q co = �w Z f- t-O Z I�-- w U� ON D F- w uw �U LL 8 ui Z COX O~ Z 1' �J�Wy. . ... r O tZ _, 1908 i Water Main Extension: r Water Meter: is t' f I, I _ City a.Tukwila Department of Commuttity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us N Private: N N * *continued on next page ** Steven M. Mullet, Mayor Steve Lancaster, Director Public: N i doc: IBC- Permit D04 -267 Printed: 08 -18 -2004 r Z Z: Iw W � UO N O W= ;J H; N �. W O U- j cy III Z� � w LIJ D o' O w w' � us U= ~ O Z i i i-A, w City oz Tukwila S teven M. Mullet, Mayor o ti e Department of Commuttity Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 u�N2 Tukwila, Washington 98188 Phone: 206 - 431 -3670 08 Fax: 206 - 431 -3665 19 Web site: ci. ttrk vila. wa. its d i Permit Number D04 -267 f Issue Date: 08/18/2004 Permit Expires On: 02/14/2005 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 am authorized to sign and obtain this development permit. Signatu Date: / ./ s2 / e) �cc ic� Print Name:. _ � ���) _K C Z � �— �e� 0 2 , 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. I doc: IBC - Permit D04 -267 Printed: 08 -18 -2004 Z W U o` to a w� CO W W LL < Co M = r-- w Z F . E- O Z II-- w UJ �o U , O co � H w W. �O .. Z w U= O F " Z �g City of Tukwila i9C6 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 0040000804 Address: 4226 S 148 ST TUKW Suite No: Tenant: SINGH RESIDENCE Permit Number: Status: Applied Date: Issue Date: D04 -267 ISSUED 07/30/2004 08/18/2004 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 7: 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. 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: All wood to remain in placed concrete shall be treated wood. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: 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. 12: 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. 13: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. doc: Conditions D04 -267 Printed: 08 -18 -2004 Z W 00 CO co UJI J H N lL, w V_ � J U. U =w Z F ... F- O Z H w U O co OH wW U_ O •Z W to O Z +A - �.. City of Tukwila rsoe Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 14: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932). Z :� Z 15: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department � of Labor and Industries (206/248- 6630). D UO 16: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, 0 any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits w H 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 rn w 0 Building Official from requiring the correction of errors in the construction documents and other data. J 17: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** LL = d 18: 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. ? 19: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be -0 Uj LU underground. v o 20: Any material spilled onto any street shall be cleaned up immediately. CO o 21: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation ww ►_- off-site or into existing drainage facilities. u- O 22: The site shall have permanent erosion control measures in place as soon as possible after final grading has been Z w v completed and prior to the Final Inspection. 0 F- Z 23: The Land Altering Permit Fee is based upon an estimated 40 cubic yards of cut and 40 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 24: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 25: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 26: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain system. Drains shall be 4" minimum diameter, with a minimum 1% slope for gravity discharge. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. * *continued on next page ** doc: Conditions D04 -267 Printed: 08 -18 -2004 1 f Cit y of Tukwila 1908 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. i The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Date: c? az c4 � { Print Name: ��! ICI" ,I ")� P K �-t 1"`�� L O doc: Conditions D04 -267 Printed: 08 -18 -2004 z }' w U O CO) CO) J F. CO) LL W F 0 J . L¢ Cl) = CY. �W z � z F- � o: U O CO), O H W W: H 0; u. O .. z w CO) P _; O ~. Z J ,�wtu, w CITY OF TUKWILA Community Developmen. im partment Public Works Department Permit Center 1805 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review Applications will not be accepted through the mail or by fax. * *Please Print ** SI1TE LOCATYON �j -}• �7 8 �[ King Co Assessor's Tax No.: o D q DODO - 8o4 Site Address ' ' J Suite Number: — Floor: '- Tenant Name: '- New Tenant: ❑ .... Yes ❑ ..No Property Owners Name: __ // �U7�.1� 1 P S /N6 Mailing Address: 228 Sz Z 1 0�_ 7't^yCw1 LA , 1 - 1. /Q - 9 &( 0 City State Zip GOhiTACT PERSON Name: Day Telephone: Z06 Mailing Address: Q 2�" �D - m'64 S�. 7­ 1 , 44 61j/ Z_ 4, GJ�t `T 87, g E -Mail Address: City Fax Number: State Zip 20( _ X13 3 8 1 0 049 N Company Name S I l)H U _ !tr3 t &S .L^vG. Mailing Address: L 2QA_w so - \L4 % kL S . `% �+� w /e- e-J a- 9�,�g �� City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: <2,6 1 , - ' 3 - � Contractor Registration Number: - J �l� Expiration Date: O �� 2b� br l * *An original or notarized copy of current Washington State Contractor License must be presented at the t ems of permit issuance ** ARCHITECT OF'REC.ORD =All' plans mustbe wet stamped by Architect of Record Company Name: Mailing Address: r / ` City State Zip Contact Person: y� _ Day Telephone: `Zb fo --� �1 g O 1 `ll i2_._ . E -Mail Address: Fax Number: ENGINEER OF RECORD All plans must be wet stamped,by. Epgineer of Record GENERAL CONTRACTOR (Mechanical Contractor ;information on back page) Company Name: T) ctt, L-Im . Mailing Address: l PA-e— S 2, City State Zip Contact Person: \ Day Telephone: 3 93 9 1 .3 E -Mail Address: Fax Number: \permits plus\icc changes \permit application (7.2004) Page 1 Z Z �w QQ JU UO (0O C0 W J = CO L w �J LL ¢ N_ D 7 0 �w Z Z� LU5 U� O� ww H C.) LO Z w U= O Z SiT DING I'ER MIT INFO TION " X206 4A 3670 Valuation of Project (contractor's bid price): $ oc Scope of Work (please provide detailed information): A� Existin Buuutng Vall $ AO Will there be new rack storage? ❑ ..Yes Ul.. 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): ���� "�I Floor area of principal dwelling: 22-gs 4P Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ .... Yes ..No If "yes ", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: ❑.. Sprinklers ❑ ..Automatic Fire Alarm Aff. None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes KNo If `yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. \permits pluslicc changeApermit application (7.2004) Page 2 Z = F '~ w JU U U) 0 CO LLJ J CO LL WO J LL Q N� = W Z H H- O W h W U ON 0 1_ W X U- O lil Z CO O Z Existing Interior Remodel Addition to . Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor 2 "d Floor 3 Floor Floors thru Basement Accessory Structure* Attached Garage 90 :Detached Garage Attached Carport, Detached Carport Covered Deck Uncovered Deck /OW 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): ���� "�I Floor area of principal dwelling: 22-gs 4P Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ .... Yes ..No If "yes ", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: ❑.. Sprinklers ❑ ..Automatic Fire Alarm Aff. None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes KNo If `yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. \permits pluslicc changeApermit application (7.2004) Page 2 Z = F '~ w JU U U) 0 CO LLJ J CO LL WO J LL Q N� = W Z H H- O W h W U ON 0 1_ W X U- O lil Z CO O Z PC]BI,IC 'V�'OIYKS PERMIT INF'f1YtMA"IbN 206 433.01'79 Scope of Work (please provide detailed information): pl �,✓ - � CgrYI,� �!''�- ' s � HJ . Call before you Dig: 1- 800 -424 -5555 ZZ Please refer to Public Works Bulletin #1 for fees and estimate sheet. Z Z �W Water District ¢ ❑ ...Tukwila Water District # 125 ❑ .. Highline ❑ ...Renton J U El ... Water Availability Provided V N i Sewer District �ValVue 9 _ ~ ❑ ...Tukwila ❑ .. Renton ❑ ...Seattle rn IL ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided ❑ .. Approved Septic Plans Provided — 0 ❑ ... Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. L Submftted with Application mark boxes which apply): ...Civil Plans '(Maximum Paper Size - 22" x 34 ") ,_..,� 5 �� 'F o 4..r .0 L.0 ads) `. = a 1 ❑ ...Technical Information Report (Storm Drainage) 2 • Geotechnical Report ❑ ... Traffic Impact Analysis }- W ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) 0-Hold Harmless Z F H O 1 Proposed Activities (mark boxes that apply): W W ❑ ...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 D o V onsruconxcavaon - g-o-way + � ...Ctti/E ti/Fill Right-of-way co f 1 Non Right -of -way 0 LLI W Total Cut _ cubic yards ❑ Work in Flood Zone C `f...Total = F' + Fill cubic yards Storm Drainage O �Z �. ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor U ❑ ...Cap or Remove Utilities El.. Curb Cut ❑ .. Channelization 0 F- ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation Z ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water " I ! ❑ ...Permanent Water Meter Size... WO# ❑...Temporary Water Meter Size.. WO# ❑ ... Water Only Meter Size............ WO# ❑ ...Deduct Water Meter Size ........ " ❑ ... Sewer Main Extension ............Public Priv ❑ ... Water Main Extension .............Public P ' ate FINANCE INFORMATION Fire Line Size at Property Line _ ❑ ... Water ❑ ...Sewer Monthly Service Billing to: Name: Mailing Address: Name: Mailing Addres, i Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City State Zip Day Telephone: City State Zip tpermils plusUcc changeslpermit application (7- 20(14) Page 3 t M CHIANICAL PERMIT INFOR XTION - 206- ..431 -3670 , MECHANICAL Company INFORMATION GM Mailing Address: 1 4 bU I 5 . l 3 �' P (, . T� k (� t} W M g ibI 4 City State Zip Contact Person: Day Telephone: 7 C( Zqj - 7 kuo E -Mail Address: Fax Number: _ 20 to 3 qY, -- 79 0 S Contractor Registration Number: 13 rz 6 N&j H A 9 71 A el Expiration Date: 1 1 V t 1 * *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): $ ;_ 5 0 0 Scope of Work (please provide detailed information): 1 n5j'et I s .; E'K��� � �� d.�w�4 � lvt f I 2 :,k n, r N t' 06—L A A.S PC 1 �--+'� �� yi - f , tacit to A) Use: Residential: Commercial: New Fuel Type Electric ..... ❑ ❑ Replacement...., ❑ Gas ....2 Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Unit Type: Qty Unit Type: Qty Boiler /Com pressor: Q Furnace <100K BTU Air Handling Unit >I 0,000 Fire Damper 0 -3 HP /100,000 BTU r CFM Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected Thernt6stat 15 -30 HP /1,000,000 BTU to Single Duct Suspended /Wall/Floor Ventilation System Wood /Gas Stove 30 -50 HP /1,750,000 BTU Mounted Heater Applianc e 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 Equipment `PERMIT APPLICATION NOTES -- :Applicable to. all permifs inJhis application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Date: Z ` ✓) oy Print Name: -) M n,, S J u U.q Day Telephone: 2 } 1 � - 7 �� Mailing Address: y b b S. (�� P L O T,, K wt In (N n, City State Zip Date Application Accepted: Date Application Expires: Staff aAia�s: \permits plus \icc changes \permit application (7.2004) Page 4 x'xm!vr w•u: w.uwwa.n .eK n,.+cw..^a. «.«e•<• ;� uv�axr.M y2.... s. w�v. x+ rX+ 1+•�!�<'.�'1.��.'xwU¢xe�n• <.�nk.rr 47r.? 2++ `fikF^A'4�ACwtlgs?pt� di?�; Z Z �W JU UO to J � CO LL WO J U. Q co 2 I .. W Z H ZO LLI W U� O- o�- WW H� LL -- Z W U= ~O F- Z Cit of Tukwila i 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I RECEIPT Parcel No.: 0040000804 Permit Number D04-267 Address: Status: PENDING j Suite No: Applied Date: 07/30/2004 Applicant: SINGH RESIDENCE Issue Date: i Receipt No.: R04 -00984 Payment Amount: 1 Initials: BLH Payment Date: 07/30/2004 01:05 PM User ID: ADMIN Balance: $2,583.30 Payee: SIDHU HOMES INC TRANSACTION LIST: Type Method Description Amount - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- j Payment Check 1255 1,941.75 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 1,603.75 PW BASE APPLICATION FEE 000/322.100 250.00 PW PLAN REVIEW 000/345.830 88.00 Total: 1,941.75 doc: Receipt :.. -331.7 07/30 9716 TOTAL 1973-99 Printed: 07 -30 -2004 Z = Z. �W U N o CO) Lo � W 9a Nd �W Z F- 0. Z F- W UJ �'. U� O S. (3H .W W �0 .. Z. W U N H= O Z City of Tukwila revs 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: Address: Suite No: Applicant: 0040000804 4226 S 148 ST TUKW SINGH RESIDENCE Permit Number D04 -267 Status: APPROVED Applied Date: 07/30/2004 Issue Date: Receipt No.: R04 -01089 Initials: SKS User ID: 1165 I Payment Amount: 2 Payment Date: 08/18/2004 01:59 PM Balance: $0.00 Payee: GURDIP SINGH TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 6059 2,583.30 i ACCOUNT ITEM LIST: Description Account Code Current Pmts - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------ BUILDING - RES 000/322.100 2,467.30 PW LAND ALT PERMIT FEE 000/342.400 23.50 j PW PERMIT /INSPECTION FEE 000/342.400 88.00 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 2,583.30 . -062 0B./19 9U6 TOTAL 2742-24 i doc: Receipt Printed: 08 -18 -2004 Z Z Lu JU U O D wF LL. WO U. cl)O =W ?H F - O Z t-- W W U . 0 — O r~ = L �O .. Z' W co O Z INSPECTION RECORD y Retain a copy with permit I TX9-2&7 INSPECTION NO. P T O. r CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -3670 Project:., �, Type of Inspect' n: Ad r ss: Date Called: Special Instructions: Date Wanted: a. m Requester- Phone No: >J paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: j. I j I z IZ ' Z a � � W � UO CO) co J Ln U. WO 9-1 tL � ��.. W z� 1- O z H �j U� o� WW I=- P tt. O W z N O z D�k pproved per applicable codes. El Corrections required prior to approval. 2� INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE IT O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr ct: r l" rre Type of Inspectio : _ I eld Ad ss: � I / '� Date Called: Special Innsttnic}tiions: V V1 Date Wanted: / J a.m. Requester: Pho�. D("'? ) ')- y �v E] Approved per applicable codes. Corrections required prior to approval. COMMENTS: Y\ P ! 0 JA C P P(; a' 1 (� 1 V` I rt e C t .J $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Q Z 2Z '~ W JU UO CO a W= Lo U. WO LL Q to = �. W Z f- E- O W F- W U� ON o� WW LL O . Z . W N p H O Z INSPECTION RECORD Retain a co py p ermit with it 0 31- INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 0 pproved per applicable codes. Corrections required prior to approval. r i i� Inspector: Date: ` �1 i `V , $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: I Date: i I I Pr e6i; h � & Type of Inspection: Ad r s• Date Called: asp �. Special Instructions: Date Wanted: !A a,m U p.m. Requester: R A COMMENTS: 1 C1 \ T A C Q'0 Z J—Z w W JU 0 Q w� 52 W W 0 LL Q = � W Z WO W U� ON WW �' O .. Z W CO) H X. O Z r �� nc v� �r Z J—Z w W JU 0 Q w� 52 W W 0 LL Q = � W Z WO W U� ON WW �' O .. Z W CO) H X. O Z 2, 0 -f 2, f I INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION ;. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431. -3670 Project: ( 5 ' 1 — l`�'f' � a � v,�. Type of Inspection: Address: � S 1 � G O � Date Called: Special Instructions: Y -P(, vl r-4 lJ i •' r Cl �� Date Wanted: .� l a.m. p.m. Requester: Phone No: Approved per applicable codes. IR Corrections required prior to approval. a I 111., i COMMENTS: � a � v,�. � � r � v c 6,f 3 l •� Sts 1 �C_ p ` p - Gv�C1 v'cnk 1 Y -P(, vl r-4 lJ i •' r Cl �� 5 t r 10�.lUl� $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: r z �Z '~ W J0 0 Cl) a W = J LL W 9a N� = ~W z 3: H0 z !-- W UO O N O !— WW H� L ll! 0- O f- z INSPECTION RECORD ` Retain a copy with permit i j�j INSPECTION NO. PE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98:188 (206)431 -3670 ti j P 'e6t: � T y oec on: � � A 1A /. E'�?iL• Address: Date Call ' " (z .), s Z�- I f 165 Special Instructions: Date Wanted: of I CK M p- Requester. Phone Nos � , 5K pproved per applicable codes. El Corrections required prior to approval. Inspector: Date: , �ix , I $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z = Z JU 0 J LD u_. WO LQ _C11 �W Z I— O W ~ W �5 U � " 0— o I.- WW �Z co UJ U — H X` O Z i ' INSPECTION RECORD L z ' Retain a copy with permit INSPECTION NO. PER N i CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6)431 -3670 Project: C ` J Type of Inspection t Address: Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: R Approved per applicable codes. Corrections required prior to approval. — T' f Inspector: � Date: LLyy $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date. z J- Z '~ W �U UO W= J �. CO LL wo J W j N� = W z H O z H W uJ U� O N o �-. W W lL O z U cf)' O z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projec . Type of Inspection: n vi � l..r Address: Date Called: Z v Special Instructions: Date Wanted: a.m. p.m. Requ te(: Phone No: Approved per applicable codes. Corrections required prior to approval. r U 5b 7" 9 v--t-c F i f Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must bE ' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection `i Receipt No.: Date: Z �Z �W JU UO U(3 Cl) LU J = H- Cl) LL WO L L N� = �W Z 3: I— O W H 5 U� O S OH W W H� O Z Cl) O F- Z INSPECTION RECORD Z&7 Retain a copy with permit INSPECTION NO. PER I O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6)431 -3670 Proj t: Type of Inspection: Ad ress: Sf Date Called 1114. In s Spe ial Instructions: Date Wanted: — .m. Requester: Phone No: —,;2 9 d o � Y Approved per applicable codes. Corrections required prior to approval. COMMENTS: `P CCA k�. r-- inspectox Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z '- W Q � Q C JU UO Cl) �U- W O. u_ 2 � W WO W U� O C W H� lL O W Z U= O Z Project: Res. Type of Inspection: Fjhal Address: 42z(o 5 149 5t Date Called: 1-14-05 Special Instructions: Date Wanted- 1— 18-0.5 a p - � Requester: fa di Phone No: %a _qd/1_ /100 2q6 '.—, T COMMENTS: - a;J 11s2 4 Z Z W J L) L) 0 NO w w LU _J CO) U_ W O 2 � 9 _J U. U C11 UJ z 0 W Lij 5 C0 . 0— a � W C. ) P LL 0 fill Z CO), 3: Z INSPECTION REC Retain a copy with permit D04 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: ` JIY� �e✓S, Type of Inspection: Pourima Drrvewa Address: ,t 2- - 26 146+ Date Called: Special Instructions: Date Wanted: a.m. 1 .m. Requester: C-�'clr Sin h Phone No: 2-44 -- l qoo ,Y D Approved per applicable codes. Corrections required prior to approval. Inspector: ' Date: 47.00 REINSPECrION FEE REQUIRED. Prior to inspection, fee must t aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectio ipt No.: Date: z W W QQ 2 WV 00 N CO) LL w 9 LL Q = �W Z H [� O. z H W W U� !O �' o� ww ZY i-- LL Z Iii o� z PM 4 �. ► - %... � � � � Imo.... ,.� ..� ! � � �. , / Inspector: ' Date: 47.00 REINSPECrION FEE REQUIRED. Prior to inspection, fee must t aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectio ipt No.: Date: z W W QQ 2 WV 00 N CO) LL w 9 LL Q = �W Z H [� O. z H W W U� !O �' o� ww ZY i-- LL Z Iii o� z t INSPECTION RECORD 2 2 Retain a copy with permit INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION 630Q Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 - +. l.J Project; Tyne paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: a ype T pecti n: , 64'I'd Addr s � Dat Called: h? b Special Instr tions: Date Wanted: a, p.m. Requester: (7 Ph © r zz SZ � W W D . JU L) 0 N U) ILILI J = N W W O � QQ LL Q co =a � W z WO �5 U � O N: OH W F=-- H O w z b F O z AWS MICRO COM SYSTE MS LTD. ATTENTION 'ta The next image may be a duplicate of the previous image. Please disregard previous image. Please disregard previous 2 images. ``� ❑ Please disregard previous 3 images. is ❑ Other: Z = Z:. W' 62 J U. UO N D W= N LL W O J LLQ N d W' Z F- O' Z !- U� ' O N W W' H U- .. Z: W U= O Z NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR - THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. INSPECTION RECORD Retain a copy with permit (0) 44 P S INSPECTION NO. PVERM CITY OF TUKWILA BUILDING DIVISION 6300. Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Pr 0j * J\ Type of I pecti n: 4, -, 6: �� 7 ) OT , Ad I'll � dr s —fi4oate Called: "I ?/ L/ Special lnstrLktions: Date Wanted: O p.m. Requester: 1PIr �N}o jq0j) I Receipt No.: D ate: Z LL. C) 0 (00 C0 W LLJ x LL W U. C% UJI 0 W �- W LLJ 25 Cl) W W X Ir— LL Z Cd 0) 0 Z I I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . I I ' INSPECTION RECORD Retain a copy with permit INSPECTION NO. 4PE�RM CITY .OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100 Tukwila WA 98188 431 -3670 Approved per applicable codes. M Corrections required prior to approval. P pct: Ty e of Inspection U Address: L �U,. -q 6 Date ailed: �� / IC710 Special Instructions: Date Wanted: )/ ,/ a.m. Requester: - CIIA-Z4 Ph p V �, I`j' �- � �a o ' Inspectorie' 11 Ing Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. f l y : . :,1 �• S.Y i. .yi[ ."r...�y r;��'N,� ''•. ��'7:; e} ' i. �!. '. h.' ! 9 .w�.�.Mll�i� •fY1WO Z �Z '~ W 4 � W =. 0 U) o CO UJI J H LL W O U. = �W Z H F- O W ~ W U� O- 0H W W �O .. Z W U= O E- Z INSPECTION RECORD 2—" Retain a copy with permit V. INSPECTION N0. -CITY OF TUKWILA BUILDING DIVISIO Southcenter Blvd., #100, Tukwila, WA 98188 0 Proj .: - ( Type of Inspection: 1� Addressa ««CC 4 ��L Date Called: O Lf Special Instructions: Date Wanted: it ) /n l 1 � Requester: '-� -71 'o� P ene m a " — IC I ��MJ E :ga" I 1 Inspector: Date: 1 ` L 110 - 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: N Z �Z �W �U U► O 0 CO) CU. 0 WO L L N� = �W Z F- H O. W 5 U� ON o E_ WW �U u. O. W Z U= O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. R I'JO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Pr It: Type of lnspec�ion: tt A CJ-,l ( ArMli', A 91 t�rApproved per applicable codes. orrections required prior to approval. b i 0 Inspector. — Date: I I'_ I Receipt No.: Date: r $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 1 00. Cali to schedule reinspection. Z Z WW 2 00 ( 00 (0 W 3: LL W 2 � 9:3 LL W ZO R W L 0— 'W W LL —0 Z P O Z AdTrels s: sf, I 15pecial Date Called: instructions: Date Wanted: a. h 1 Requester: n 1 Phone N t�rApproved per applicable codes. orrections required prior to approval. b i 0 Inspector. — Date: I I'_ I Receipt No.: Date: r $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 1 00. Cali to schedule reinspection. Z Z WW 2 00 ( 00 (0 W 3: LL W 2 � 9:3 LL W ZO R W L 0— 'W W LL —0 Z P O Z rdb Pr % Type of Ins tion: I 71 a� CA �1 cA4 _Ipc(( Addrn-Y rSpecial pate Called. Instrbalont: Date Wanted: Requester: We Ph' /goo COMMENTS: Q GW-eir 4fk)�.s5 0-eej< CA �1 cA4 _Ipc(( .672 Y 4 l (-10 YVA I' �ev- c We V\ -e C'i Z Z LLI U 0 (/)a CO) LLJ LU -J cl) LL W O LL n CY X 0 z �— LLI LU 5 cl) 0— LL , LL iii Z CO) X z V. INSPECTION RECORD Retain a copy with permit INSPECTION N0. R(206)431-3670 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project: \ St P C , Type of Inspect' WC, ;I Ir501CA 4 14n Address: Lt ko S �-t + Date Called: Special Instructions: kr Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1. o-v-c_ 1 a ae r ac; c D kr 1 0 �M r, CAA r I I cv c rU V\ .P_A uA C4 LU,-^ h<> cwavy Y\- r J -&- r room, h+ p - WA re v z ;Z z W J U' UO W� S2 U- WO 9Ei U- N �W O. z �- U� O N D F- WW — 0 tii z U= O F- z Project: . h Type of In pection: ��Odr aNS�ta Address: L S+ Date Called: t��i -o)-i Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: COMMENTS: yr r w � Sr C v Y I C 1r� l VVI 40 y' -t 1 r\ , ' Cr 1 " w kluoor 1 a' i V 1 V*\5 % �� Cr . �Q V\4u 1 m C V�q .� t K � 0V' A l z h W QQ � JU UO U� a H �w w O UQ S2 d =w Z }.. �O z f- W U� ON o l— LU =U H� U" O ui z U Cl) P H O z �. INSPECTION RECORD R etain 1 Retain a copy with permit O N INSPECTION NO. PER T N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -3670 Approved per applicable codes. Corrections required prior to approval. LAE T h Inspector: c Date: s! i F $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • ):. '.i` - 4. .,!" :ii: r.1 ;. :.+.: .�ti 1.T:.+::.L'`"' -.3,' :,f.L3 "s.....�..' ..ti 1 Pr ct: � Type of Insp ion: Addr s : ��1.� �./ Date Called: Speci I Instruc Date Wanted: 1) A V COMMENTS: r� Requester: Pho e fVo; COMMENTS: r� r � v� r r r 4A • • h 1 � v Tff 7 � t t Ir• t t. J_ i is , 7 �Gt ti >r P i A � v v� e�� W U= O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERRO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: S , 1 > k �� Type of Inspection: Address* Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval COMMENTS: hh V. ap JAA 6 Lm )A A�J V4 ' r (-e r- M t I r( la Inspector:' �6W " 40AJV 7 I Receipt No.: Dat — 1 F-I $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. z JU W 0 0 Coo CO LU W J D U. W O U. U) Z I .-, �- 0 z f- W W , O 00), W W LL z Cd to z INSPECTION RECORD Retain a copy with permit? I ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: t Type of�gection: l l. Addreii: Date Called: Special Ins / ruct - ion / s�. Date Wanted: a. m. Requeste : Phone No: Approved per applicable codes. Corrections required prior to approval. Inspector: // uate: $47. NSPECTION F REQUI D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1 i Z A- Z �W QQ �. JU UO w� W W O. 9-1 LL S� = �W H O Z H W LLJ �p U ON o I— W HP LL O. .. Z W O F- Z INSPECTION RECORD Retain a copy with permit F w L �e se INSPLICTION 0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Prod' f Type o Inspecti , X 1,4 Add ess: ate C e I Spe ial Inst uc ns: to Wanted: !, a. . f I iL�k U Requester: Gd/t224 Phon t G Receipt No.: Date: Z ;3: Z W �U UO CJ) w= CO L WO �- LL Q N� _ CY �W Z 2 H H O Z F--. W LLJ �p O 0 H- W H �. LL W U= O Z �"� paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: s , �5 Type of spection: Ad ress: Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: O Approved per applicable codes. Corrections required prior to approval. COMMENTS: & c ,nn inspecto . - Date: S -UPI $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 4 T It Z - Z W JU UO 0 UJ N W WO LL � = W H ? 1- Z F- WW U� O - 0H WW H LL W Z N 0 Z 7 , INSPECTION RECORD ,, /' Retain a copy with perm it -��°� INSPECTION N0. PERMIT N0. \V -CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: ��_ L Address I I 4 u6 6 148 Date Called: I o Special Instructions: !-orb e •�I . Date Wanted: -` °` Requester: A,, aw4- Pho ne No: Approved per applicable codes. n Corrections required prior to approval. jj S� . 8 1 IJ CC) wX ,n 'e 4- a I I l Inspector: ) a $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: �106 tti�enWiliE�tC�ii��b+ ti'7�5'BhsaF. C ,�3ti Z ;~ Z c w �U UO 0 J LU N LL w 2 J LL Q C O = �w Z= t— Wo LLJ 0p U O� w �U u. O •. Z W U CO) OF Z Proj t: Type o ins ection: 1�,L1C Addr ss: Date Called: a -i —oy Special Instructions: Date Wanted: Q — A/ - C/ �� p.m. Requeste ,; Phone No: INSPECTION RECORD Retain a copy with permit I INSPECTION NO. PE MIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: rrf C Q W 1� � C Approved per applicable codes. Corrections required prior to approval. Inspect Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. :eipt No.: Date: i >J J Z iH J.- W It � UQ w� N W WO J U. Q = �.. W Z = O W �p LLJ U O� o� =W LL W Z U= o Z Pro' c-j* Type of Inspection: Add reS �:� r„ C Date Cal ed: ,I Special Instructions: Date Wanted: D a. -P Reques K: - `2 Phone No: ci- COMMENTS: 1.) ev s f-M,- wu ,I WCA i t r P v\ f.e.s , 1 luw •. ci- P U\ v �.� -( -e ti .G� „t, 0� e. 40 ; z �Z � 0 0, Cl) J = I^ Cl) LL WO J LL ? a = W WF LLj Cl O- � l— =W LL O .. Z. W U� O z Pr ' Type I D pf Inspection: y ti Add ss: � � � to Ca Spe ial Instructions: rC. Date Wanted: / Vim. Requester: �rC & a Approved per applicable codes. Corrections required prior to approval. f� 7 M , ..�� s . _.... .__ .. ...._..- .._..........r �..,� ,�.�..,- •..•, -.- ..� .n.,... y..........,........... � _.__._ ..._.,. _ ..._ 1. / / ... _7.`�._....�� � INSPECTION RECORD l 1 Retain a copy with permit p INVE O. PE 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)431 -3670 Zeceipt No.: Date: Z Z �W c C 5 00 W J WU. w U. to = W Z� Z0 0 O N, o t-- w U_ LL Z UN O Z u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. i F CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 -3670 Proj t Type o Inspection /:' l Ad re s: Date Called: Special Instructions: Date Wanted: cy 4m . Requester: % Phone No:�� a Approved per applicable codes. 0Corrections required prior to approval COMMENTS: •) Tr v\i v' •e. "e r fACA � P A �YD ; d V % `P v\ a --Ia s C.1 r � I A -e ,� I r SIG 11 S. . Appfok)-?c' ` ' f M A 1�9 � if Lol � A a C' �\e \ V`e. e4c-- ' io eA ' W% V ^ S 61 -P \V\ 40rA;c„ e -P P r vrav I �'kw . 9'("- 1 Inspector: - Date: vf` 20 0 � ^` $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: L i� 1 I � S r �.. tnF.11"+biC.' 31•.y ` - J �, iS. . ��, ... � . , . -� r i n d = aT :, ^ ^lp ;, 3 y ► „ !"'vi -E� - Z Z �W 00 0 Cl) N W WO J U. co a = W Z� �O W F- W Ucl O CO) 0 H W W H LO id v= O z t-- INSPECTION RECORD b � ; �7 L Retain a copy with permit 2 l o 7 INSPECTION N0. r: E: P T O. I CITY OF TUKWILA BUILDING DIVISION` 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 + Project: �� Type oM ection: lac M AcA i IK Address: z s I Al S St Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sd 'm-2 6 c \ JP VN P VVI � e l i 'e. , �• IV\A co S h PU r UJ CA I f m i Olt ` 1 �vr Y\G -P v n c, o v\ we c Vp S, S Q"tx eve ab uc . t`r P Pv,� dw V " Inspecto : c Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: ;srii:t;., M +;�rL . h'.�ki:.i�; . tuft` X,`', iti:,`:. L ,:::,v:,:.:i.:�:s:�,a,a,r:;Mi. z Z WW QQ G JU UO Cl) J Cl) LL w L L � d = W H Z� I— O z F- 5 U� O N 0 H W W. HL) O iLl z CO) O z ......... .... Aeq'� ...... LnQ— INSPECTION RECORD Retain a copy with permit �� �f °�� S P ER I INSPECTION NO. P yCfi CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 6)431-3670 PIir flak-) i Typ eelnspecjtj*on:,� 7M I Aad 69s: Date Called O )j /0 Spdclal Ins Trbctions: Date Wanted: e: Requester. Phone NO: t24 e ) �) / L Igoo Fl Approved per applicable codes. ctions required prior to approval. /4 1 Inspect r Date: V $47.00 REINSIPECTIOG REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z Z' JU W 00 (1) Q LU Cf) LL W O 2 � 9 -j LL I.- LU z M Ir- l'- 0 Z I- LLI W 5 Cf) 0— WW HF LL 0 Cd z Cf) b F- Z Receipt No.: e: Z Z' JU W 00 (1) Q LU Cf) LL W O 2 � 9 -j LL I.- LU z M Ir- l'- 0 Z I- LLI W 5 Cf) 0— WW HF LL 0 Cd z Cf) b F- Z INSPECTION RECORD t Retain a copy with permit INSPECTION N0. PE�r�� "r CITY OF TUKWILA BUILDING DIVISION l ,�i 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro ect: 1 �S Type of Ins a ion: p , n Address: L Date Called: O` �✓ VLt V 1 Special Instructions: Date Wanted: a. m. p.m. Requester: Phone No: Approved per applicable codes. Kleorrections required prior to approval. COMMENTS: I. W 4 1 W $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must bf f paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection Receipt No.: Date: Z H i Z � 5 W QQ � f JU UO N� J = C0 LL � O LL Q co = d F. W Z F- HO Z H W W U � O -. W W O W Z Cr) O F ' Z 3 6t1 � Woo, C, S � Uvt Si p� � Ini L ly 11 (� p Q 1rr �n V w v� a vv P S i l � ` f� h V1�101 �c ( WI ✓�'�1 .. h i .p t W 4 1 W $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must bf f paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection Receipt No.: Date: Z H i Z � 5 W QQ � f JU UO N� J = C0 LL � O LL Q co = d F. W Z F- HO Z H W W U � O -. W W O W Z Cr) O F ' Z ik 1.4 INSPECTION RECORD Retain a copy with permit y INSP $roi N0. P IT CITY OF TUKWILA BUILDING DIVISION I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr a ' Typ Insp ion: j Ad ess: � / � ' r 1 Date Called: U J � Special Instructions: Date Wanted: /0 7 m. Requester. Ph ne No: —'? Ow --� g I --1 co Approved per applicable codes. Corrections required prior to approval ,1 <i a Inspector. - Date: - 10--)— ri L 7.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspecti )t No.: I Date: i i Z �Z '~ W W� UO J S2 U- W O J LL C% = W ZO W W > O N .0 F- WW U_ !L Z tll N O Z i PiiS-'•? �' r. �} s. yY 1^$; �; a '��'.:`SL;.;r"rYo7:.c1`;q�; \,: ".t ..� INSPECTION RECORD ra � ► Retain a copy with permit S INSPECTION NO. PER 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)431 -3670 Pr tc' t 4 Date Type o Ins ecti n: Add ess: Called* " truc Spe iaall In s tions: Date Wanted: m. . P. Requester' Approved per applicable codes. I fo :tions required prior to approval. or: uate• I - 4�� i��x - - ZCA I R S4 .00 REINSPECTION FE EQUIRED. Pri r to inspection, fee must be p d at 6300 Southcenter Blv ,Suite 100. all to schedule reinspection. ceipt No.: I I Date: ,5 S Z Z � c W QQ G JU 00 W W CO) LL WO LLQ CO) = F- 0 Z F- W U O N 01— W H li. 0 . Z W 0 H � Z INSPECTION RECO RD Retain a copy with permit INSPECTION NO! PER M �� CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 3670 P ' ct: Ty4w-o In pection: "t, a"Jewe M , A / AA aw" /U- - ApdrQs• j ' ' - c_A A;tW (� , � Date Callecl: Special Instructions: Date Wanted: a.m. Requester: 7 1 j (�Jk& - Phone No: - a 01 0 Z;� gq Iq I Receipt No.: Dat e: Z Z W U 00 ND 0) W LLJ U. W O. 2� 9-j U. < Mn ' 10 LLJ 0 z �- W 5 . CO) 0 F-- W W ti O 0: z co 0 Z L---j paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectior INSPECTION RECORD Retain a copy with permitl ECTION NO. PE9MlTjNO, Proj ct: %. A&� hWd Ty pe orpec tion: 1) /f fl ed: e rr I Ad e s;; A 1 Date Ca �o SpeciAl Instructions: 9 0,S'6-7 Date Wanted- q p.m. Requester: A 'C Ph ne No* 00 COMMENTS: r) t-)�vf s Wk St rfm Q I \ P r j r, YJ PP A 'C a A 0 J e V a 0 /1 z Z JU 00 (0)0 C0 Ill W 3: J CO) LL WO L U) CY LU z 0 z �- W Ul 5 Cl) . 0— a F- W Ui 5 z C0 0 z ��l SD INSPECTION RECORD D)LI ^ ;?( INSPECTION NO. I Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: Type of Inspection Address: Date Called.* 1 4- - �-Z4 0, "(/J Special Instructions: Date Wanted: a.m. qi p.m. Requester: Phone No: El Approved per applicable codes COMIKENTS' ILI W d M I= 11 lob Ali NOR F=1 , gr Inspector: ate: )La 547.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: ate: 7:: JJ, El Corrections required prior to approval:' Z W 0 00 0)(3 U) = W J CO U_ 0 :3 LL co 10 H W Ir— 0 Z N W L 5 Cl) 0 0 f— W LI J T- L ) Ir— ILL Z co 0— 0 Z I J i t i t I r eZ INSPECTION RECORD 4 � Z � �- Retain a copy with permit INSPECTION N N N0. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proje - / {" '7 Type of Inspect �}Li1'l Address: iv Y-' Z/ �- 4� /S'� St Date Called: 67i' `/ Special Instructions: Date Wanted: a.m Requester: Phone No: 201e 2 01/- Pt No.: uate: Z °~ W �U () O Cl) to W W= J F. iA LL W 0 J LL Cl) = W Z� ZO LU W U� N 0 F- WW LO W Z U= Z Approved per applicable codes. Corrections required prior to approval:': ",? INSPECTION RECORD _ Retain a copy with permit( INSPECTION NO. PE IT 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 1 Project: T Type of Insp ection: Approved per applicable codes. Corrections required prior to approval. NIMENTS: J I E 'Inspector: F] $47.00 REINSPECT 0 EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. L Z = F- i�. W JU UO N Co UJI: J H S2 U. ! W� U_ co H W. ZH ZO W U� ON o F- WW W Cd Z U= O ~. Z , city of Tukwila Steven M. Mullet, Mayor Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL.FORM Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authorized Signature FINALAPP.FRM Rev. 2/19/98 Thomas P. Keefe, Fire Chief Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 Z �z ~ W JU UO (I)c W = H CO LL WO U_Q co D = H W Z H I_ O Z 1_ W W D ON Oh W H FU-- �6O Z W CO O Z C.2.3— INFILTRATION TRENCHES AND DRYWELLS FIGURE C.2.B TYPICAL DOWNSPOUT INFILTRATION SYSTEM roof drain 4" rigid or 6" flexible perforated pipe .... T , infiltration trench sump w /solid lid PLAN VIEW NTS roof drain overflow 4" rigid or 6" flexible splash block perforated pipe oil /water " " " - -- separator c o �o A o leve — , b °p p 4o4 ° ° CJ ° C1o44 ° 0 washed rock —=Tn o Q ° ° o CB sump w /solid lid fine mesh screen PROFILE VIEW A NTS filter fabric 0 7 �` 07 o p °po ° p ° °° 00 0 ° 0 0 a j av °QV ooavaQ ° v I \a0 ° 0 °44 a a ° a a SECTION A compacted backfill 4" rigid or 6" flexible perforated pipe washed rock 1 1/2 " -3/4" NTS Small Site Drainage Requirements 9/1/98 C -13 Z H ` `~ w �U UO Cl) W= N LL w0 }} �J wa Cf) = �w z= 1— O z F— w w c o U� wW U LL ~O LLi z U= O z FROM :UENNEY ENGINEEP.ING FAX NO. :253 939 1373 Oct. 13 2004 04:44PM P1 DENNEY ENGINEERING, INC. 30809 191 sl Ave. SE Auburn, Wcuhinglon 98092 Phone & Fcax (253)935'1373 October 13, 2004 City of Tukwila 6300 Soulheenter Blvd. Suite 1 Tukwila, WA 98188 Regarding Residence at: 42XX S. 148 Street Tukwila, WA 98188 To the Person Concerned; Regarding the above referenced residence, please note the following;. I have been informed that shear wall C in the upper story by the entry, was elinunated hi the construction and replaced with a guardrail. As a remedy for the associated loss of shear resistance of the structure, l recommend the following; procedure. At. shear walls B and E. acid nailing consisting of 8d at 6" o.c. to the existing nailing, spaced nudway between the existing nails. This effectively provides nailing; of 8d at 3" o.c. in these two walls. When this work is completed, my certification of the lateral force integrity of the structure will become effective. Sincerely, Emerson R. Denney, V. E.' WA Lic# 9788 /Q " RECEIVED OCT 14 2004 BUILDING D EPARTMENT AUG 12,2004 18:17 253 939 1373 Page 1 Zc+ z z �Z w JU UO (/) wi J �. N LL w O 9 LL Q C0d = w z t- O w w �o ON 0 F- =U LL —0 ui Z CO O z FROM :DENNEY EN October 14, 2004 City of'1'ukwila 6300 Southecnter Blvd. Suite 100 Tukwila, WA 98 t 88 FAX NO. :253 939 1373 Oct. 15 2004 05:54AM P1 DENNEY ENGINEERING, INC. 38609 191 sl Ave. SE AW)Urn, Washinglon 98092 Ph a rax (2 53)939 -1373 Regarding Residence at: 42XX S. 148' Street. Tukwila, WA 98188 To the Person Concerned; Regarding the above reterenced project, please note the fallowing. The reference on the drawings to note N23 for shear wall M, is in error. The only holdowns required at shear 'wall M are the Simpson LSTA30's shown on the shear wall and holdown plan. Sincerely, Emerson R. Denney, P.E. WA Lid 9788 a -ALA R. n . AUG 19,2004 08:27 /a- 253 939 1373 IV-\- a� RECEIVED our 15 2004 BUILDING DEPARTMENT Page 1 Z J U: UO C O)o J = H D LL w J LL < CO) � = d. �w z H I— 0 z E- w LI J D (3 U O N 0 E—. W w. �0 .. z W U N. 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AW0 12r U.C. 1w PIkLD' OV ERTURNIN G � - + 1 bi til ET U PL I t~ r -� � 4 ' �' ° ._ `'-D 7 ,5 2. �; sue% p /8 / c A �,�;, /S d�� y �c,�.1� , /\/o do IWOOnx z w Q w JU UO �o J = wo U. co cy =w ZF 1-0 w �- w U 0 10 - o f-. w w. ` U U- 111 z o Z • bENNEY ENGIN EERING, INC. U� t ��� pAGrg ,c 38809 191st Ave. SE 5 f�g�L1.sZ Auburn, Washington 98092 T �� ild V4 Phone & Fax (253)939 -1373 U 6- 57"ORY SNEAk WA LLS WAND FORCE C=am. d' /�'��� ° - 1 p�s ICx NArIaN � S EtsMtC (=oRCE = �' - �S9 �sa 1 /9- � F :' CUMULA LIU t07H 00 3 - -- 3 SHEARS W IN D : v- � /G4 <�� , #/� J w NU W O. SF-tSMtC : - U - = // L (�") -- L a co �w ?� N 7 514EAR WALL5 MSK*NA (D6 514ALL BE 5HCAT"IJ50 " CDX. P LYW OOV 0. zW UJ OR �lo O5(3� BLOCkED 1 KAC� � I30TN DACES �] � �(AIL1 =b WITH D o co �o $� NA ILS AT ii 0. C. OR GA X / ' A " (3rAPLC5 AT / rl O. 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IM lzItLD d V ewrURN I tJG ' s M <� or tiL 2 0 ; [If OE2.2 pL, /r�r= -4 i N 22 L1 5E 51M V50 MSTA5 S TZ�A p r Is EA CH 5117E OF w _26' Io WAIF 5 N I o UBLE 5'rU•0 AboVe Af4V B LOW FL 0R ANb I RIM LJO(ST (26 -1 - MT'AL.) 4 (3 ,� J ���� ` C0 7 z �w UQ w= J F. U 0 9-1 LL j �w z Wo w U� o �- wW w z ui U� 0 R DENNEY ENGINEIERING, INC. 38809 19I I Ave. SE Auburn, Washinglon 98092 Phone & Pax (253)939 -1373 t) A t 1 4 4-1 � We n �. at PACx F- l7 a lod, Sz` U rP6P- 5TORY 44EAR W ALLS WIND r oRCE r pE5lG NATlOt4 S5- F - -r n i t3 h/ I V-T H _ / o -/- / o /o X CUM LI L.ATI V E L G I f .--- _ 3 H EAK S WIN D : v 164 0 ° SFISM : - V , = f/ SNEAK WALL5 bEStC*tlAT•ED O 5NAL(_ 13E 9Hr=Alllr �� I5/32a C Dx PLYW 0R Q f3WC1 <CD I FACE ffJ 130TH tfACE5 NAILED WITH �d !MAILS Al' O. C. OR CAA x I� /Zn 5TAPLC5 AT �° O.c. AND U.c. 1P1 GI LD OVERTURNING #/ Mor 2 /'� C1 �.�ET' l.lt� Ll • �'� � . /3, lit 3 3,59 � - ��� � . l/ 2 / V o A o lal o ��s re, off• z 1� JU UO 0 w= �L w� U. _ � =w Z�.. �-o w ~ W U� O o �-: w F� !�:O .z w co) o� z i '�� DENNEY ENGINEERING, INC. tbAI ® P AGE 38809 191st Ave. S8 5'0, 1 gl.sZ j Auburn, Washifigton 98092 GU��d 1014 phone & Pax (253 )939 - 1373 s SroRY eNEAR WALLS WIND rORCE r� — i Dr-5IGNATION. Q s i"oacE 1aAo - r 6GG v. TiZIt3•. w lbTH �� y�jo _�1 CUMULA LP-9G`'H5 �3�5 f 3HEAK5 WINE): 13/2 5 ell ,a 5 HEAK WA LL5 V5SKtNArct7 0 50A L(- gE 5HC- - Hr- -D W / 153Cox PL YWOOD O ♦.b Bwct<CD, 1 rACE 1:9j 50TH rAC E5 ❑� MA ILED WITH N. A1L5 AT � O. C. OR 15 GA x ! 2 �TA AT � O•C• AfQ0 �Za ..O,C. Im I✓ItLD' O V ERTURNNG /3-s • MOT 7 2 2 2 7�S >��I f io 5 p�J = r z2 1 p h a ��iit , - /.,5 S 0 z � w UO: co 0 w� TU- w a� LL co < Ta �w Z w� 2= Ua O N C) w F- - LL ..z w U =. o~ z. �fP�ko2L �, j�a w �•! /�PrHo L k' AfpA.gaZZ /1' ilp ACS /�nl�T� J �S �' H�7L00 L-Vn/S a S%M ,tom! y�l� ssT/3 /6 A • 8, b-r r OAS- Svva l<¢ flaGD�k/� TH/z.0 ¢ x s TuO NOTICE: IF THE DOCUMENT IN THIS FRAME THE DOCUMENT. N THIS NOTICE IT IS DUE TO THE QUALITY OF --z t DENNEY ENGINEERING, INC. 33809 191 s Ave. SC Auburn Washin glop 98092 Phone & Fax (253)939 - 1373 PAGE �L a Z L 2 50, 14 Sdt .Sz 0 . �� 5T0IzY 544 EAR WA L L5 W I N D roRcC r DESIGNATION .� setsMtc r=oac� = �� '��•— _ Tit it3 •. W Ie - rN 141 = 7 ' CI- (MULATIVE LLt 43-t/2- = Zs S HEA R S WIND: "U" zr 2S SU EAR WALLS t7r--StGNAT"ED O SUALL BE 5HEA7"IJ50 �' 32 + CDK PLYWOOD 0S13 13L0CI <ED j 1 rACE 13� I30T�1 rACr=5 MAILED WITH I\J AILS AT �o �► 0. C. OR /s GA X 112 STAPLLxS AT 0. C. AW9 O.C. IM t=LI✓LD• I 0VEfZT i MOT = tiL = . 2 3 /� ( i a) /¢ /Z f /� �2 ('i /Z. f t>,� Aso 1. { -1V /s °� _ /2 2 / Vd z �z '~ w 6 2. UO CO 0 J = DU- w LL? ! �w z H w� o- o �. w L o, ui z U �. z t l A DENNEY ENGINEERING, INC, 38809 191st Ave, S8 Auburn, Washinglon 98092 Phone & Fax (253)939 -1373 tDA 6 1616 �es��eylc�. az` A1o• 5rOAY 5NEAR WALLS WIND rORGe r fi DE SIG NAT ION 0 5gt9Mtc rmce V. TN W• CUMULATIVE LtAG1115 16 4 6 4 S = Z7 1 3 H EAKs . W - V - = 2 67 27 . a� 5MI SMIC eel �!".� 2ZZ� 7. -� � SX SREAK WALLS 12P-StGNATCV 50ALL BE SHCATHC -V /-s3 COX pLYWOd17 Ot� �//O' - Obt3, E3Wci<r=D, 1 �=A cE E3, 130TH FA NA1LF_b WITH NAILS AT � O. C. OR - GA X I A� 5rA AT _ �" 0 . C. A ND h U.C. Im t~It-LDA O VI- RTUR Mor bL = Z/3 [1k, 6 /V4 (h 1,3/z) .; 2 l „ 1 so A, a 7 , PACx 1 sa, r4sdl St /10 Z Z w � JU 00 W� U. w U. co) d =w z �o z E- U� o� wW �z w to z � f DENNEY ENGINEERING, INC. 38809 191 st Ave. S8 Auburn, Washington 98092 Phone & fax (253)939 -1373 MN H 5r0 WALL DP-sIGNATION Q �.DG4�t't a N Z N ?- 6 L t V, CUMULA - rIVE Ltt G1115 /° - t S 15' S N EA KS . WIN0 gCi2 •S� � ZZ o 1r /, 1`1 1 - 5 HE AR WALLS M- 51GNArmo O 514ALL gE 5HEA -aiav WI 16 Cox rLYWoov OR 7�� 058 BWCI <ED� 1 �=ACc BOTH FACE5 0, NAILED WITH 8� NA I LS Ar �� O. C. DA 15 GA X /Z'' 3rAPLL5 AT s O.C. A WO O.C. Im 1~itLO. dvF- RTUaN(wG MOT PL FLAG lr -Z- W roRCE r ; = 5Et5Mic r= -�- i o 60 la).7 � 32-) 4- Kier upLI r~ r S' 37 l3 97 .2 N ? Ar FOUNDATION u5E 51MP50M H'PAHV22 HOLD 5ACH SIDtr OP: 5 HC -:AR pbhltL Vilf 23 -I6d IN POWOLL TRIM S AND IN pIM Jb15r TO AL) to "ZI AT 6TH ER L 6 c ATl '5 � � 1,15E 51MP50N • 5MAP T! EA 51T7E d� 5NEAEZ Pd�iCL wJ 22•- 10 or 'tJAIL5 IM POLIBLE M0 ADO AND BELOW FL OCR zz Q S Z D 00 ca a co ui J � U. w U . N ry (_ w Z F- O zz I-- G U O N a�- W `-` O z 0— " ~O _ z E � DENNEY ENGINURING, INC. 38809 191 st Ave. St- Auburn, Washington 98092 Phone & Fax (253)939 -1373 M 5roRy SHEAR WALLS p�stGN�+rtoN Q L.,OG4'Ct ON lJ T. ✓s DATE 6i 6 P AGt~ .. / rlce. 7 w i/o,, IV 4 WIND P ACE r - SEISMIC r-ORcE , CUMULA Ltgw l5 /° r _ 'i SE,ISMIC : - ?1'= 22Z - 22.L� SHEAR WALL5 12I~SIGMAM-0 (9 54ALL 13E 5NCATHrw ��Z I COX PLYWOOD oa '' 05 3, f3L4CkEVp 1 PAct- E3)-/(3oTH FACE5 NA1L1 =t) WITH ad NAILS AT' O. C. OR 1$ GA x i SrAPL8 AT �{ O.C. AWL /2� U.C. I ts rttL dvt =RrURN(wG t7L 4 ' ( /f2 '+, Oar upLIr — �i - �oZ - ° - -- ,_.. ��2 � 1317 . , i N � RISE 51Mp50N 5M,4P T EACH 51VE. Otz 514EAR P'AMEL. 22-t ' wJ tJA(Ls ttJ Dou13l, Mo A13avE ANri 13t FLadlZ AW O I R tM X10 (22 - !od - rO - rAL) , z �Z �w 2 D 00 CO 0 co LU J = S2 LL w c!: �. w z� F- 0 z F- w U� o - o�- w �o ..z w to Z DENNEY ENGINEERING, INC, bATr-_ 38809 191 st Ave. SE G Cc° aG Auburn, Washing Ion 98092 w j/a UM Phone & Fox (253)939 -1373 - .. e.l^I 5 1" OR Y SHEAR WALLS PES y NAfION WI M ACE r, = �? C, I 5915MIC ` C UM ULATIVE L AG1115 SH . WIN 64 s l a N � � 514EAR WALLS VES iG NA M— V D@ 5UALL BE 5HCAmav W/ lsl3z n C OX PLYWOOD •pk 7 /L" 0513, f3WC1 <EV 1 1`ACa U) 136TH FACES [j, MA1LI~b WI MAIL5 AT 67 " o. C- 0A !s" CA x !� 5rAPUS AT �" 0.C. AND �� U.C. IN PIEI., O- d V ECl'i" u m m G or op UP Z Z �w UO 0 w= S2 LL w U- < � =w �_ z�- 1--0 w ~ w U13 o - o�- w U-- O LLi z U co) O ~. Z c� ! - Q.- J ' c. t r J'U n4 /V e A 0 Z Z �w UO 0 w= S2 LL w U- < � =w �_ z�- 1--0 w ~ w U13 o - o�- w U-- O LLi z U co) O ~. Z 4 DENNEY ENGINEERING, INC. DA PA(:iF- 38809 191 st Ave. SE 42 Auburn, Washinglon 98092 q i/, U-),4 Phone & Fax (253)939-1373 5rORY SHEAR WALLS WIND Frolics r- )-61. T PP-51GNATIC)o fjo-N 5E15mic FORCel i CUMVLA LP-gGTT15 -e- `Jr 4,5- SHEAKS WIND.- _V Ag sammic - v - = 222 (lseq)- /Zq lz_r 5REAR WALLS t2�5(GNArr--O 5UALL EE 5Hr--ATlir--p wl If ku — CDYI PLYWOOD OR - 7ZX/ 1 - 0 . 5i3, 13wcI<r=D 1 rAr 19/, BOTH FACE5 0 MAILED WITH NAILS AT b o y O.C. DR GA X 5 rA P L Lx 5 AT 0. c_. A140 O.C. Ili! NtL-D• OvakruRmmG Mor Ifq t/3 b (5- )(Y) 7 t2L = M S'l 7-0 /V. /33) 7z / ri J.; � / I ' Kip-Ir UPLIFT =. s ely . � N 23 U 51tAp50N HOL50WW 5ACH SlPe Or- 5WEAR PAAC-L wl tl-l(od TRIM 5TLjt75,444D IN RIM jo15r TOTAL) z Z LLI 00 C O a co w UJ 3: LL WO LL ca cl W Z r- 0 z F- LL LLJ 2 5. D 0 0 co _ A3 �-- LLI Lu LL z CLi co U - 0 z t . DENNEY ENGINEERING, INC. 38809 191 s1 Ave. Sr- Auburn, Washington 98092 Phone & rax (253)939 -1373 DA C-_ 5rOAY.54EAR WALLS WIND FrOACE r H� P8 5I GNAT ION ® sgism r -oace = 2 (5 L t V , rn-1 d . t'i r Yt m CUMULATIVE LEgGiT15 S N EAK S W IND: 132 514 WALLS M- SlGNAT"CD @,5UALL 15E 5HCAT1iC -V O�/ 15 324COX P LYWOOD 0P, /�" O513 Bwcl <ED I rACE � I3DTH FACEES [], MAILED WITH gd M AILS Ar /°" O.C. 0R is GA x 12 5rAPLtts AT G „ 0.C. AND 12 U.C. Im PitL -0. M = - Is r3 's) <�✓ t2 *' L/3 C /�' (/ �l Er UpLi - r (IJ 0 (/J yJ/Z,) Ot"1 y) 2. = 2l ry lf� 2L-1- �14 QM / c C4 ? z �z w � QQ ?. JU 00 N N U. w U. N =w ?� f- o. z �- U� O CO) .0 F- w L o ui z CO) O z DENNEY ENGINEERING, INC. 38809 191 st Ave. SE Auburn, Washington 95092' Phone & rcjx (253)939-1373 I (DAI -. �— PA 5rORY 544EAR WALLS WIND ffmce r�= ty z PP-51GNATION sgismic r-okcp- X Z lop t" 1, c V � CUMULATIVE LtAGITI 5 S 7 3 - �L 7. 00 cj) cf) w WIND! lr= 2601 LL D T LI J 0 po Ei U. D cy LU Z 9UEAR WALL5 PP-SIGNAT-E-0 G .50ALL RE 5HC-ATTIC-V WI-L PLYWOOD 1-0 UJ UJ OR 0513 I3U0CI<F-D 1 ;=ACL;: r3DTH FACE5 MAILED WITH 5 . co 6? E5wi-ecs AT 6- o. c. .8d WAII-5 AT' 0 a. c 0 A GA LU uj AWL) ui V aRtukNIOG co Mop- z ` �� l 0(0 �� � c t7 L U PL T 3 �.� G I. 5lt,4p5C)" HOLVOWW 5ACH SlPe or- SHtEAR PANt-L w/ 2 3 l6 IN OOUt3L5 TRIM 5TtJt7.5 AND IN PIM jo(Sr d TO (DAI -. �— PA . DENNEY ENGINEERING, INC. 38809 191 st Ave. St- Auburn, Washington 98092 Phone & Fax (253)939 -1373 (DATE 6Na-1 PA 6v E 04.0 e c,:5. at 2 5'0, l Ski -S 71'*1 w i /a, UM ,� 2 & 5 R // �`'� 5T°oE2 SNEAFt WALLS WlNI7 rIIRC.t~ r PP- 51GNAt1oN SEISMIC r -oaCF =.1y LOf,'4�t'ioN IN r. (:5I-s- y r� w�n -� _ - � Z,s -- _ / s CUM LIL A*'IVE Ut o - M 5 . _ /7 Hr:AK5 . W v : -v- I.$ )� 2 7 2� N 5REAP, WALLS M-SIC, NA &.514ALL $E 5HCAnrw /s� CD)( pLYWOOP OR Z /JG �, ospe, Bboa <w, 1 fA05 ©� 130TN t;ACP5 [] � NAILED WITH 8� NAILS AT 6, '`_ o. c:. 0A 15• GA x � 5TAPL.55 AT '` o. C. AW V J2 r� U.C. 1w Pit-t-0. OVERTURNIMG ) # t7L z / - Oar UPLII=r _ ¢ /v 2 /'G t h7 0 1� z �z w u� D UO (/) N LL, w O L � HM ' ZO 25 U 93 O N o�- ww �U �O w U= o� z DENNEY ENGINEERING, INC. DA*T d 1 � 38809 191 st Ave. SE - ptt- l -slAdnce- �� Auburn, Washington 98092 Phone & Fax (253)939-1373 t4Ajd 5T'ORY SHEAR WALLS witiv FoRce PESIGNATION'(D sgismic rotme r i L t e, - w i r r t4 II- 7 UcAnaP. . . . .............. . ... CUMULATIVE LP WIND. 5 at s m I c Lee nL zZ 60 PACxP- 7 1 M 20 SMEAR WALLS M-StGNA 0SHALL. BE:5Hr=Amr%V CDX PLYWOOD BOTH FACF-5 [j, MAILED WITH OR 05B, BLOCI<tw� I trAce Q WAII-5 Ar 0. C. OR GA X 5 rA P L ILI 5 AT 0. C. AND t7L = 20 [ /Y M( 1 -"t-1 Klar upLiFr 60 /V, A.c1eW0")pl-r ( I W 2 D JU 00 co a co Uj: w J co LL Ui 0 LL C O :3 CY LU 0 z �- Ul LLI 5 co 0 LU uj LL 0 -- z co, 0 z DENNEY E INC. 38809 191 st Ave. SE Auburn, Washi►iglon 98092 Phone & rax (253)939 -1373 [)Arty d50 pA Grz 36 �o. 1 Sir S� ?� w i /a, 1�J,4 Ar)cbor OIt�S 1 179gl Zv Z16C - 9* 2311.e OA 7 le 23- !(l - ��/yleiiie- It. e 7"a6le 23- ! -2 . &/6 capacte o1 � I'01) /%2/, /YF or SF siU�l��z / /- Zf 9rai•t / evy crL. et / 7V,- /a. Ana / rV f�-� nds /sr_`a�hce 3" -7he, ",her 4 85'� _ 2 0 z Z �w QQ JU u CO co w �LL. w O. La �. W Z = �o z w f �❑ co ❑H Ww �z ui ILO U bH Z 3V /z 1 031 - 0 143 b7 ( I S Qs iv = . /s, L/se �� o. c. Use o. C, lq OYA) /`id's Y13.63 6 f� I Z 0 z Z �w QQ JU u CO co w �LL. w O. La �. W Z = �o z w f �❑ co ❑H Ww �z ui ILO U bH Z DENNEY ENGINEERING, INC. L 38809 191 st Ave. SEE e9t 42, Auburn, Washington 98092 Phone & Fax (253)939-1373 er a r 1 �6 P/8 6, A 1 4041 * e 4�l1c 6 ?-*•f 7t R. os�tlerzre- 5A ear P 3 5x ZV /J-y s 3 LOri9�t� s���.r � �� �r 2 - 79 �`� PA Cx F- '9' - r 4 8 N ROOF DIAPHRAGM..( U P6 USE ODX PW on 088, BLOCKED UNBLOCKED V W/ 94 NAILS Oec. on --[5_GA. X--1/1''STAPLES.-O c. AT PANEL VDGES 0 '& 01APHRAGH'SOUNDARIES - J �— O.C. IN FIELD. 0 0 0 ui ui U. UJ O` In U. < UJ 0 z I-- UJ UJ . 2 a D a 0 0-- Q H UJ ui Z; 111 cl) z 0 ' DENNEY ENGINEERING, INC. 38809 191 sl Ave. 5C Auburn, Washing Ion 98092 Phone & Fax (253)939 -1373 tDAi -c A 4d 6 PAGrz 3 els��� 5t 42 56. 14FA.Sz ., i.I. �QOV 7��a��Lir��rn Trah C��hd 7 r'36' L o yit�cdr•�a G�i ` Max. "5 r -v-= 7136 l _ 107 ff L1se. 3 14:" r''K � plvwoo L/ ,�sLe.a.r PC __l? _lror /8' der r U13C - 7 51-;,ear for /Do 62 lao.�. = 320 290' See �. • . � /ice • . ����c� /�,• 6eao�s�r��dsto 3 /��� a edges. a) W6 2�.7 X15" Shear~ ca� aelr`t�, -- 5 6 7 )0z) -. 900 / d /a e, n -v it ►*q = 900 7 L 2v N_ 27 F LOOR OIAPNk USA. r woo D, luNBLOaED W1I'od NAILS 0.C. AT PANEL EDGES ;AMD 10 O.C. -IN FIELD, GLUE WITH DA P400 0 GLUt -WITH 2z -- 4" DIA. BEADS AT PAMEL 'EDGE.S AN (1) - V4 1 OIA. X-1 2 11 gt:_AD AT 24-" 0-. C. IN FIELD, z Z � JU 00 0 wx J �_ cl) U. w J U. 7 �cl =w �_ z o. UJ w D , wW �U U. w U= o� z I C 011 ENGINEERING, INC. i 38809 191st Ave. SE Auburn, Washington 98092 Phone & Fax (253) 939.1373 P GPA✓(T`/ Goo© CAL, CU6A7'10�q5 0 Z�L bete��q� F O R Curc�a �S�Ah REVIEOMP LANCE CODE C AUG 1 8 2004 C ity o f olvISION BUILDING D Ro Z�Ip� P " "'. Cep' ,eR C1TY OF TUKWjL41 JUL U 2004 PERMIT CENTER Z6 Z JU U O N a W= CO) LL W O U. Q �:3 = Ci �.. W Z� �O zF- LU Do U O o� W LL z U- b H z DENNEY ENGINEERING, INC. 38809 191 s} Ave. SE Auburn, Washinglon 98092 Phone &f=ax (253)939 -1373 Rood' L.oac1 -5 DL p:5 . OD p s f ps uArc 616y- PAGr rd v; f y L o a almirs . _ ._ SO. 1 Tul<wi a_ W4 ShiSke oo nq Did c.r SGi g/ Roo fii) Sjy) Ti�)1cr Decl�fr�9 tc 177 ex /C -q '0'7 Z Z UO 0 w= J �- N LL, W O' U . S2d =W Z� O z F- U �' o �. WW X LL w z. v= z � 2.5 � psi L L, 25.0 ps f uArc 616y- PAGr rd v; f y L o a almirs . _ ._ SO. 1 Tul<wi a_ W4 ShiSke oo nq Did c.r SGi g/ Roo fii) Sjy) Ti�)1cr Decl�fr�9 tc 177 ex /C -q '0'7 Z Z UO 0 w= J �- N LL, W O' U . S2d =W Z� O z F- U �' o �. WW X LL w z. v= z DENNEY ENGINEERING, INC. 38809 191st Ave. SE 1 Auburn, Washington 98092 Phone & Fax (253)939 -1373 _ ra v; f L.oac� �4 alysis 4 2 ._ .5'a. i OF7 S6 , B69h S117 4/e r 1Vk. _B 1 Pes cr. _ �a m o ydr a r a (78 S� art l 7.5 C'as�z`i /�ver(s) Left R�: �SZ`, Bm, llJ� 2O 7r ZVIWIA : Lln � Aorm : Rtvagr 5 floor F. 5 WevIl lop ��ar�yu r`ar parz`r�/ = Fr 70 r 76 66 7) J5. 0 8) � � .= l37 bG Traryu�ar ��� I . l i i I r.,..S..a 5 x 1312 GL 2¢� V 4. 1 I � r I M i i z iZ W a �. J U. UO 0 W� S2 L.: W O �a i W z � z o D o. ; o -. DH =U O: w U =, z 1 ' y ' 1 r Job Name: SINGH RESIDENCE Beam Mrk: B1 5.125 x 13.5 4.988 kips 4.988 kips < - -- -------- - - - - -> Span(ft)= 17.5 Both ends pinned --------------- - - - - -- SUMMARY OF BEAM LOADS --------------- - - - - -- UNIFORM LOAD OVER FULL SPAN: Dead Load = 157 psf Live Load = 413 psf OC Spacng = 1 ft GLU -LAM BEAM - DESIGN CRITERIA ------------------------------ 1. Allowable Bending,psi: Fb = 2400 2. Allowable Shear, psi: Fv = 240 3. Mod of Elasticity, psi: E = 1800000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:(%) /100= .03 11. Exact Beam WIDTH (in): b = 5.125 BEAM SIZE : 5.125 x 13.5 Bending stress: +M fb = 1682 psi for +M = 21.82 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 97 psi for V = 4.49 kips Dead Load Deflection = .175 in Live Load Deflection = .461 in = L/ 455 D +L Load Deflection = .636 in = L/ 330 Allowable bending stress: for +M: F'b = 2368 psi for -M: F'b = ..2368 psi z zz J0 00 (I)0 J N lL, W LL ¢ N d' W. zF F- O z �- w � o O N o�- W W H v, U. O. W Z O Z DENNEY ENGINEERING, INC. 38809 191st Ave. SE Auburn, Washingfon 98092 { Phone & Fax (253)939 -1373 PnG F- .BedmSI �ea 1W. _ ? D'escr; ea wt ca t n ea b ea m ,S an - 2 (9 1 r'ahe�/everw Le yt Est, .6m, weJ 25 ri;�. l,Ui�7� : Lln � Form : l?om� g. 7 � � loo r 1 � �8l/ �' • 1Vart`l�/ 7 2�1 404L= <�5 /t• t �� (-�; .r'7 5) 200 # r T�anyu�ar � ak = pare Z �GL " t Z- 0,3 P G� 3 yr. le ft e." d 2. 90 1< Pte@ fr; le,�t e� d P lL R L@ fr. PO L t e.nal x 1312 6L2q- l= -V4- p LL z �Z w D 00 to J � � LL w O �Q Na =w w� w V 0 ocl) o� ww LL z pH O z DA TE 1�1 s i 9 � Job Name: SINGH RESIDENCE Beam Mrk: B2 � 6.75 x 13.5 8.34 kips 5.54 kips <----------- - - - - - Span(ft)= 20 Both ends pinned SUMMARY OF BEAM LOADS --------------- - - - - -- UNIFORM LOAD OVER FULL SPAN: Dead Load = 264 psf Live Load = 230 psf OC Spacng = 1 ft CONCENTRATED LOADS: LOAD NO. P -DL(k) P -LL(k) X(ft) - - - - - -- - - - - - -- - - - - - -- - - - -- P - 1 1.1 2.9 3 l j GLU -LAM BEAM - DESIGN CRITERIA ------------------------------ 1. Allowable Bending,psi: Fb = 2400 2. Allowable Shear, psi: Fv = 240 3. Mod of Elasticity, psi: E = 1800000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:() /100= .03 11. Exact Beam WIDTH (in): b = 6.75 0 . 5 BEAM SIZE : 6.75 x 13.5 Bending stress: +M fb = 1817 psi for +M = 31.05 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 129 psi for V = 7.85 kips Dead Load Deflection = .437 in Live Load Deflection = .479 in = L/ 501 D +L Load Deflection = .916 in = L/ 262 Allowable bending stress: for +M: F'b = 2368 psi for -M: F'b = 2368 psi z Z JU 0 0 N U) J ~ NU. W O J U- ?. c =w ?H I- O z !— f U �' O N' o F- w w'. XU LL F= til z U Cl) O z DENNEY ENGINEERING, INC ( DATE .� D ��1� PA6M 38809 191st Ave SE ra v. f Lo 4n alySls Auburn, Washington 98092 �f a d Phone & Fax (253)939 -1373 c% o r t I-In / Aoren MOO, m ' bL �7ar�yu��r �bG &LL 2. 1,. J.' PD�h z`� Loa o/s P, fir. lie yr? eh od 1< P DL Pot- C� 1e,`t ehd p .P CI- o n z Z UO wX T w� U - co C%. �w E- O: Z F- D o. 1 o �', :0 H =U U- _ z. iii U =. O Z f Job Name: SINGH RESIDENCE Beam Mrk: B3 f 5.125 x 13.5 2.922 kips 8.259 kips <------------ - - - - > Span(ft)= 16.5 l i Both ends pinned --------------- - - - - -- SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 66 psf Live Load = 65 psf OC Spacng = 1 ft CONCENTRATED LOADS: LOAD NO. P -DL(k) P -LL(k) X(ft) - - - - - -- - - - - - -- -- - - - -- - - - -- P - 1 2.5 5.84 13 PARTIAL SPAN UNIFORM LOAD: Dead Load = 85 psf Live Load = 109 psf OC spacng = 1 ft Dist from left suppt to start of load: a = 13 ft Dist from left suppt to end of load: b = 16.5 ft ------------------------------ GLU -LAM BEAM - DESIGN CRITERIA ------------------------------ 1. Allowable Bending,psi: Fb = 2400 2. Allowable Shear, psi: Fv = 240 3. Mod of Elasticity, psi: E = 1800000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L. Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:(%) /100= .03 11. Exact Beam WIDTH (in): b = 5.125 z '~ w oC 2 D UO. 00 W= J H. CO L W O J LL � = W' ? F- I- O Z 1-. �O ON 01-- W W H U. LL O W Z U= O z BEAM SIZE 5.125 x 13.5 Bending stress: +M f b = 2055 psi for +M = 26.65 k -ft -M f b = 0 psi for -M = 0 k -ft Shear stress: fv = 173 psi for V = 7.99 kips Dead Load Deflection = .194 in Live Load Deflection = .367 in = L/ 539 D +L Load Deflection = .56 in = L/ 353 Allowable bending stress: for +M: F'b = 2368 psi for -M: F'b = 2368 psi z '~ w oC 2 D UO. 00 W= J H. CO L W O J LL � = W' ? F- I- O Z 1-. �O ON 01-- W W H U. LL O W Z U= O z i i DENNEY ENGINEERING, INC. 38809 191 sf Ave. SE Auburn, Washington 98092 Phone & Fax (253)939 -1373 .863hlSfc4 &aC1erS ':gn!v- boor ��a Cjn �f�rrn � r7 3 f '=66o# 7 y a lar a) ALL I b , GoaO/S P DL R o - At 6nd p44 ¢ G 7�7 �� �i` e.hd '1b1jL _ r Z3e kn eawei- 5e'lect7on 5le k /3A G L 2. -- v4- 0 DATE l e2aClew /D 1 c%Or PAGE A�. F st sm, 3 e eo -e LIJ�Yr/ z JU UO cf) 0 . w = N LL W O 2 d . � w z H W UJ Dp o cl) o �- w LLi z U= O z 7 kz1j 7, W,4 Job Name: SINGH RESIDENCE Beam Mrk: B4 5.125 x 1 1. 5 U.5'e 5�6 x 13 4.478 kips 5.868 kips <----------- - - - - -> Span(ft)= 10 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 66 psf Live Load = 65 psf OC Spacng = 1 ft CONCENTRATED LOADS: LOAD NO. P -DL(k) P -LL(k) X(ft) - - - - - -- - - - - - -- - - - - - -- - - - -- P - 1 2.5 5.84 6 PARTIAL SPAN UNIFORM LOAD: Dead Load = 51 psf Live Load = 65 psf OC spacng = 1 ft Dist from left suppt to start of load: a = 0 ft Dist from left suppt to end of load: b = 6 ft WOOD BEAM - DESIGN CRITERIA 1. Allowable Bending,psi: Fb = 2400 2. Allowable Shear, psi: Fv = 240 3. Mod of Elasticity, psi: E = 1800000 4. Duration of load factor ' = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft) : Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:() /100= .03 11. Exact Beam WIDTH (in): b = 5.125 BEAM SIZE : 5.125 x 11.5 Bending stress: +M f b = 2382 psi for +M = 22.42 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 147 psi for V = 5.77 kips Dead Load Deflection = .092 in Live Load Deflection = .19 in = L/ 629 D +L Load Deflection = .282 in = L/ 425 Allowable bending stress: for +M: F'b = 2400 psi for -M: F'b = 2400 psi Z Q JU UO CO o. co Uj LU N U W O U . N _ CY �.. w Z F-. F- O Z F- LU 5 U� O co O F- a Z 111 U= O f " z _ DENNEY. ENGINEERING { '. FAD( N0." .:253 939 1373 , Sep: 22.2004 08:52AM t P1 ^ 'r'; r DENNEY ENGINEERING, INC. 36809 19 1 s1 Ave. SE Auburn; Washinglon 98092 i phone & rox (25:3)939 -1373 September 22, 2004 City of Tukwila Bldg. Dept. 6300 Soutbeenter Blvd. Tukwila, WA 9818E Re: Resideme Project at 42XX S.148 Street Tukwila, WA Gary Singh To the Person Concerned Regarding the above referenced project, please note the following: I . The -relocation during construction of the single garage opening to the right side of the garage versus its location on the plans is accepted end approved herewith. No structural problem will result from the change. 2. The requ iremcnt for double- joists under all interior walls, indicated on the plane may be revised to apply only to interior bearing walls. However, interior shear walls oriented perpendicular to the floor joists must have blocking between the joists for sole piste nailing; Phase call if there are questions regarding the above. Sincerely Emerson R. Denney. PE • WA Lie. No. 9788 I i j i 0 IA )Jv � W !ems _ 1— /-01! i RECEIVED SEP 2 2 2004 DEPARTMENT z 1 �w QQ JU 00 NO J= S2 U_ W O . �_ w? = w z F-• H O z l_ w UJ �o U O CO 0 H wW U U_ O w z U CO p H O z - - - ca..-.,- rte.. ,.... 1 aq , ew � &qlzc # *t G 4 D . oy _ 2 67. Ldp ins rc� )y8U, 7 G ' � j aid) - 4 ,J INCOMPL TE LTR# Ov OFT IV KWII G AUG o 6 20 '" b 04 to PERMIT CENTER z w ; �D U N 0 LU J W. WD J : LLQ �a = W r z Z °. W � o U co W W. LL _ wZ. U N Z X11/ �rs�- • 1908 August 4, 2004 City of Tuk#ila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Gary Singh 4228 South 148` Street Tukwila, WA 98168 RE: Letter of Incomplete Application # 1 Development Permit Application D04 -276, D04 -275 and D04 -267 Singh Residence — Lots #1, #2 and #3 — South 148 Street Dear Gary: This letter is to inform you that your application received at the City of Tukwila Permit Center on May 11, 2004, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Building Department: Ken Nelsen, at 206 431 -3677, if you have questions concerning the following: 1. The plan design and engineering must be updated using the 2003 International Residential Code and the 2003 International Building Code. 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 accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, / aSpencer Stefa Permit Technician Enclosures File: Permit File No. D04 -267, D04 -275, D04 -276 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Z Z JU UO CO o CO W UJ LL W O LL CO) = W Z F- F- O Z H W W U . CO W W H u_ O — Z 111 U O F.. . Z I , i AdOO U000 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -267 DATE: 08 -06 -04 PROJECT NAME: SINGH RESIDENCE - LOT 3 SITE ADDRESS: 4 WMOUTH 148 STREET I'LZ0 Original Plan Submittal = Response to Incomplete Letter # 1 Response to Correction Letter # _Revision # after /before permit is issued DEPARTMENTS: Building Division Fire Prevention ❑ Planning Division Public Works ®., 8, /r �� Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete (� Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS R�TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: DUE DATE: 09 -07 -04 Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DUE DATE: 08 -10 -04 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip,doc 2 -28.02 �., z Z JU 00 CO) C0 W J = H 52 LL w LQ =a F _ w Z f- HO w ~ w U CO o�_ wW LL 0 ..z W U= O z Pr[' 'i"AiT� �'�QRD COPN PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -267 DATE: 07 -30 -04 PROJECT NAME: SINGH RESIDENCE - LOT #3 SITE ADDRESS: 42XX X Original Plan Submittal H 148 STRE + Response to Incomplete Letter # Response to Correction Letter # Revision # after /before permit is issued 1 DEPARTMENTS: 0 � • M 5 � n� 6 � - � �•1� � Sui W ion Fire Prevention © PlaNng Division [� Public Works,,_ � Structural 11 Permit Coordinator 1'l� DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 08 -03 -04 Complete ❑ Incomplete Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: y-d `� 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: ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ APPROVALS OR CORRECTIONS DUE DATE: 08 -31 -04 Approved Notation: DATE: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: MAY CCDRD C ®py Documents/routing sllp.doc �Psfl 2 -28.02 r w...:�, +;. .. 6iZ * i.:• xr�-i+ S i.L.x:ry >•..., .:.tifi�l.: :.:+.w ai�17:d .:.i,a.o.1. + :µ4. i e,L »r sat. .5,' z �Z '~ W JU UO N CO W J = H C0 LL WO �Q �d �W Z f- HO z !— W W U� off WW LLO •z W U= O ~` z ILA, W ° f G) s � � iso8� r. City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 t REVISION'SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: s o f a 1 9 Plan Check/Permit Number: D04-267 ® Response to Ineomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after/before Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: SINGH RESIDENCE — LOT 3 Project Address 42XX SOUTH 148 STREET Contact Person Gary Singh Summary of Revision: A cl Q c Ze& Sheet Number(s): I RE CE IVED "Cloud" or highlight all areas of revision including date of revision r.ITY OF TI IKwn a eceived at the City of Tukwila Permit Center by: I �1 ` -e AUG a o o Zoos PERMIT CENTER Entered in Sierra on JK vt/ 08/04/04 Phone Number 4 6�1/1/- z z �w 00 CO UJ UJ N D Co L w L¢ �D = d F w z H 1--0 z F- w UC3 O C 01-- ww �- O .. z w U= O z t � Rey ' Aential Sewer Use Certific (To be completed for all new sewer connections, reconnections, or change of uje 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 �U Q pi p S l C H (Last, First, Middle Initial) Property Tax I.D. Number 00 11 0000 – g011 Subdivision Name sINGN -yHaXr Subdiv. # Lot # Block # Building Name (if applicable) Property Street Address 1/z X X City, State, Zip Owner's Mailing Address 2 2 �Cru g• (If different from _rG �� / ( ,pr above) Owner's Phone Number () 2 - L 'IH - 1°1 t50 Property Contact Phone Number ( 70(.;3 V �^ )g Party to be Billed A_- , e (if different from owner) Party's Mailing Address City or Sewer District Date of Connection C} Side Sewer Permit # "t � - Demolition of pre- existing building? O Yes 19 No Type of building demolished? Sewer disconnect date? Residential Customer RECEIVED Please check appropriate box: Equivalent (RCE) CI'T'Y OF TUKWILA mangle- family 1.0 O Duplex (0.8 RCE per unit) 1.6 J 1 1) L d � -U t El 3 -Plex (0.8 RCE per unit) 2.4 HERMIT CENTER O 4 -Plex (0.8 RCE per unit) 3.2 O 5 or more (0.64 RCE per unit) No. of Units 1 x 0.64 = �' 6 O Mobile home space (1.0 RCE per space) ♦ Z No. of Spaces x 1.0 = For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /Representativ Dated U Print Name of Owner /Representative toss (Rev. arot) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer i ' ,F�- hSihk��:bv� °- �3+'�'dP}..*�'S... `NkP,S'HSa'., ?:✓ �r {'.�y✓'(C.. T4� -�. 'R'� . .xe��!�X:f1SiS!�' I z }3: Z �W QQ W 00 CO O W = CO tl- WO UQ = �W Z F— w �5 ULa oF_ _ WW H LL: O z U= O z , • Permit Center /Building Division: 206.431.3670 Public Works Department: 206-433-0179 Planning Division: 206431 -3670 CERTIFICATE OF WATER AVAILABILITY Required only If outside City of Tukwila water district PERMIT NO.: l� t >'1'. K � 1, ?'f•t' n1 ,c, °y!f i[i;' � 'r,.` "� ^ �d. "; 7,,�7� r`�'�L {a , +;� "r!`' t .;a.;,.:: S. ' _7y R y �J �. g� ��{ T11� •�•, �Fl� ,.iiv d G'�r'i� �n� � t l'l "4. i kk �f' d�, �•*;..•'ftLt, to If' 1 M: : •G. `� Y�, 1 Rt , N;J •.. ,��^ . ` a }' r �c :� F r..� ti.. ; a,: ,t.k;u ,.r,'Tlrnt;..vv,`..; ¢ :; Site address (attach map and legal description sho wing hydrant location and size of main): Name: • U emi -- Name: F Address: ' ��� ` C? � c? Address: lr'y -, . t , Phone: , /(� / Phone: 1c, C., 9 y kA — tq 00 1 4,4 This certificate is for the purposes of: pZ19 /T ❑ Residential Building Permit ❑ Preliminary Plat 1� Short Subdivision CE 6 ❑ Commercial /Industrial Building Permit ❑ Rezone ❑ Other Estimated number of service connections and water meter size(s): 3 . 2 - 5 ! 8 Vehicular distance from nearest hydrant to the closest point of structure is 071 6 ' >4t/ ft. Area is served by (Water Utility District): / �'"= Date Owner /Agent Signature O N •• � . 1?" t t C ,f' ":1oL (r��Y d'1'fa '�-". a �i�G,} .�A"ty1 . p lc }; 'r s•.. s • i .r t♦ 1 `� �•, n 4Y h nAitl t r ': Iq",x ,111f,' , t A 9.' ^,7" {,. "f �,M. : k i,'.,. L ��II � .� -, `(�, { I �"�i cw�CE. ♦.�.# r7I!• 1, mf a`�, ��T� S. ^b.+ �.;f�' t. 4 :' C ;l.`.Y, '. . pl�..w � .•. --�— .T'�a. J✓�,. Y! � t� 1 :�. . 1 A 4p 4t•..'. r' f, :T 1. The proposed project is within 1 l-Cz I Q f '� (City /County) 2. K4 Improvements required. 3. The Improvements required to upgrade the water system to bring It Into co pliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the\project before connection and to meet the State cross connection control requirements: } i i (Use separate sheet if more room Is needed) i 4. Based upon the improvements listed above, water can be prov ded 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 , S' fps as documented by the attached calculations. ' Water availability: 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. DEVELppNjENT Agency one � _ ��Z -7 By - _` -- <� --o Date This certificate is not valid without Water District No. I25's attachment entitled "Attachment to Certificate of Water Availability." DOqor�7 i I Z ~ Z W UQ CO CO W W = F- (1) LL WO La to � W Z F - H O W �p Ul U ON D t-- WW �U O W Z UN 1= = O F- Z 14816 Mlllta Road South P.O. Box 69: Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 ft A Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability Part A: (To Be Completed by Applicant) Purpose of Certificate: ORlO ❑ Building Permit ❑ Preliminary Plat or PUD ❑ Other �(f!, U'�//44 Short Subdivision ❑ Rezone C Proposed Use: Fiyp� Wf Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: r Phone: 2a; �yLJ _ lqL 1 Property Address or Approximate Location: Tax Lot Number: Legal Description (Attach Map and Legal Description if necessary): La -f - 8 1� I �n A� c��ti, r �lrv► 1 Qs Part B: (To Be Completed by Sewer Agency) 1. E Sewer Service will be provided by side sewer connection only to an existing ( size sewer D It/ €aet4rem 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 0, ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): A ` 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. da. 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: $ To 8E7 - 5 j a. District Connection Charges due prior to connection: Lq- GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1826.04 /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: ❑ Required dMay be Required c c. Other: 1� I hereby certify that the above sewer agency information is true. This certification shall be valid for one year i from the date o si nature By Title Date qw 7 _�..�.,: �,...,. .rra«....•.. :':. : L" L ;: ".:rF'�.a �.arrn*f.rt �..�w^+�e� `+i mow. f Z ��-- Z �w 2 �U UO Cl) co W J = S2 (L w L L ct)a �w Z 1__ Z W U� ON o �- wW �U U_ O W Z CO O� Z i . r. 1 dook 7 . I r , t • �' ' •j •( r 1 Ij ' M � •' ! r J•� •`I � � T `. :A Iii � _il led directly Currently $1826.04 /residential equivalent, will be bilWithout z O •-4 N zrn o .n n-4 rn M =io NO ° c C M m o 3 : M = CN 0 m =m M to O n C A Ln -� z 0 King County/METRO Capacity Charge. CO/Me I _ by King County after connection to the sewer system. (Subject to change by n9 notice.) , b. Easements: c. Other: ❑ Required Uf May be Required w This certification shall be valid for one year from the date si nature 4 M /, 14-- ' �� / h �� Date By Title I hereby certify that the above sewer agency information is true. C b� ?� �b L i N 1 7 4L No Le"HXV7 mo L6 —Zl-6 f1d Ord 10 3'1VOS . ON ')1113 ON 101 NOISIAla 3WVN ON S3A UN3W3SV9 z�i SS3liaaV 3Sf10H „�Z ? d0laVkilNOa �� CT J �M 1�3NM0 1-31va 1.IW83d 83M3S 3ais ca $11SOdUl ON a dd o a Od N011d011ddtl Sa IVd3 a ON I I o ° On g ' °v �6'�, .:' .., • S S' 4' �•i.%4::'ki.A•j: '3 S, U3d 3alslno i TILE: R00" 1X4 STFAPPING, BVLDING PAPER. !�, HIDDEN GUTTERS VENTED ALUM. SOFFIT t I I ► P. EXT. WALL CONSTRUCTION: STUCCO, WIRE MESH- - ,# 10 BUILDING PAPER 1/2 EXT. GRADE PLYWOOD 2 "X6" STUDS 016" O.C. EXTERIOR WALLS R14 INSULATION. 6MIL POLY VAPOUR BARRIER FINISH TO COD - FRAMING - INSULATION - VAPOUR BARRIER - DRYWALL ALL LINTELS: 2 -2 "X10" D.F. M2 U.N.O. BY PING .E N SUIT FAMILY �i��i �izo o. 2X4 TYP. • 12 8 ENGINEERED TRUSSES X24 O.C. BY OTHERS -STUDS 2X4 0 12"O.C. ANTERIOR WALL NP. FLOOR CONSI13UCTION --�' HEM FIR NO.2 OR BETTER 5/8" T&G PLYWOOD NAILED do GLUED --°" 2 "X1%" JOISTS 016" O.C. 2 "X10" BLOCKING 084" MAX. O.C. • -� NOOK SLABA MIL POLY COMPACTED DIRT e I v SECTION A SCALE: 1 /4 " -1' P2 —P4 I �MRA1E �I�T raw 1�Ud+�rol Fi�lvl an Pqq atv ofTuium ��OK' D�V6i0l1 IRL! I�u e�ew ap�+o�i � ��bject m e�mors ar�d an�irlo�, AlIP" Of on 'D cwi w b dm not su1l�o�l� f vkaw I of ow aaai W cove or oamn oe. iMoe�t of FW On one = lool m Is acaawl , I 1M e�enaer rAe� 1� Free t� l�. eoN� orwo* mob" pftr w p ef 1tilnIIIIIIII. r ohrMom 00 : Ifto Mow wr ro**e a nelw pion shiMI i and nary include addldoM plan nee W fm& Owc 0lViSiON DRAWING NO. REFERENCE NO. REVISION By DATE , I esi n 91 I. .. r ..«�. r ►. - - •-.ter ++..� ++.t.+�`.w'.Yr.► �+.- .�._+- .►....►r•••. ....w.. -r r./�. •w..r•.r... .•-- •... -r - .� w.•... _ _ TITLE DWN MINH DRAWING NO. PROPOSED RESIDENCE FOR SC ALE: AS NOTED GURDIP SINGH GA TE: APR.23.04 DD04-2612- 42XX_ SOUTH_ 148 —ST. CNKD: I . D . PHO"E: 206.244.1900 2> 04 ?4.7 . ,. .. .. - _ .......r. _ ._ _ _,��!" -,•, - .,�,. ..,.. rf.C' r 7.•:!•' . ,` - "+,r� ' , „ *r'A :'.. ow b /Ab I f SITE PLAN 87.16' II S t i 1 t 0 f— • E. EL =270.4 .___________________ —_ ____________�.__.�- _______ -- E. EL =272.1 _ P. EL =272.1 FRONT ELEVATION RIGHT ELEVATION L SCE �11a �N 1 p. DRAWING NO. REFERENCE NO. REVISION BY DATE - TITLE DM: MINH DRAWING NO. 1 on PROPOSED RESIDENCE FOR SCALE: 4•• = 1 • GURDIP SINGH DA TE: APR-23.04 esi n 42XX_SOUTH. C °� I.D. � DD04-2612-P - .��.,�,, ...: ' µ .. �- - 206.244.1900 ' .s - • �� >f+'.i 4... ..M�.�IM���:Ar.�. ..♦ - ►�•sr.+...+ia�►M.+.M �+rYFw.�.. .►....� .. +. ... .. ..yw.'.++►�.,.. � —.r- . r- . ...► � ♦ - .,�.. ww .... wr ... ,.- . -.... ..,,..4.., " -'r �• .nw .. ' ^• s «.....�i�..y�... ..�/..�.. -w .. ♦...w..ry w- -.« .w.....wrr --^ SIN..- ..+...►w— ._- e�«�+r...i... -.... ..�.:.. .. y,� • .. w ...« . .. ... �« r - r .. NV ♦ J A11 TILE ROOF 4 Tt,r� .gut o AV 4(v7 wr+M 4N+L+M•ii1."SIi�T. 'ti..r .y i I �. w "." yAMI.rY .J-.NN�'r..:'. �•4� 1 F'. kL =1 11.1 P. EL =271.7 t • � r N -m f b Y __ •- _ . �- _ _ _ _. �_�� .�- � � . -. . -- .. � r.�- �_ � - �....r - .+�+'- r - - .- •�.'� � �w Y w.'- �• .�rw rw ....�. •ww �� . T . � w.r ^•.• . r �. Y • w 1 r - • •. Y T ♦ '� I .. w-1,. . 4 YI•"A'.TI V • A .w w. - . .. ... .. .. w. .. - . . ! • RI.V... • 'Y �. �., . ♦ .w+ ♦.r. . r �rY M►'. r . •'M . ►. -�I •Mwi yt ... . �M►.4 'N! y Y!y`. W ►.w ..' `r. Y. • ' -`► • • *�r �-,.•�w;•. w �� I. -ursww a-r� r^w +^- e— , �►. . � t' , .w . w.�..... ! � { � `SX" 'iS •.i• r•. M k'M � !� �r� � _ ale.: `IR r -► +^'Y_ _r 1.r. : iYMi.�isi..W.3.+i�Z+M4 Structural _specs. continued 3. Plumbing & Electrical All materials, equipment and methods of installation shall be in accordance with the conditions as provided for in the Uniform Building Code, and applicable state or local codes. When the owners property is not located on a municipal sewer system, the owner or contractor shall be responsible for the submission of plans to the Building Dept. for approval of a septic tank and drain field in accordance with current local requirements. 4. Heating a) All hot air ducts to be overhead in attic, unless specified otherwise. b) Cold air return registers to be located and installed for maximum efficiency by qualified heating contractor. 5. Roofing a) Roofing materials to comply with the applicable section of the Uniform Building Code. t +6. Windows Y a) All sash must be approved by local authorities -- vinyl and slide openings unless otherwise indicated. 7. Site plan a) Customer or builder to provide property elevations at points marked before applying for mortgage or building permit. b) Customer to provide north arrow on bland compass rose provided at site plan. 8. Miscellaneous a) Base moulding at all floor and wall junctions where required b) Provide drop ceiling over 5' tub and shower, grab bar, shower curtain ; prod, towel bar, and tissue holder (provide backing) r c) Floor finishes bathroom vanities, bath splash, and kitchen cabinets to specifications of owner or builder. d) Approved locking medicine cabinet to be installable in at least one bathroom. Foundation Notes: 1. Install % diameter Simpson SSTB 16 anchor bolt where shown for Simpson HD2A hold --down above. (install per manufacturer's specifications) 2. Connect A.B. to hold --down above with Simpson CN5 /8W coupler nut & 5 /8" dia. all-- thread (verify length on—site) General Notes Where "SW" is noted on plans: Install ��" CDX plywood or 7 /6" OSB sheathing (verify with contractor) both sides of sheorwall 1 (SW). Use 8d common nails @ 3" o.c. edge & 6" o.c. field typical all studs plates & headers. Verify hold —down types & locations with foundation plan. Where "113P Is is noted on plans: Install ' h " (min.) ` gypsum wallboard panel 4' -0" long both sides of wall. Nail with 5d cooler nails or use 1 %') wallboard screws @ 7" o.c. (per UBC table 25--I; oil studs and plates, stud spacing 24" o.c. max. verify installation of double joist or blocking below (interior braced wall panel per 1997 UBC,. section 2320.11-3) Minimum insulation required to comply with the Washington State energy code is as follows: Floor (slab): R - Wall: R -21 Ceiling: R -38 Doors: Wood Windows: Vinyl (summit or better) Furnace type: Gas Minimum furnace ofue: 80% Refer to Wattsun 5.6 energy calculation by design consultants, Inc. for verification of these values. b' --10` r OD I r i I � X00 ao I tf') s 0 04 54' 17' -6` 42" MIN. GUARDRAILS LOW ER T'0 PLATE S 2 a AT WAL LS 5 u FFO FT1 is I I %8 `' TJl's I 13l G�.24� vl9 x 13 12 GL 24i -I/4 s ' 7 - 4 n 9 -8 1 6' 1 of 1 V - 4 " 1' - 64' DRAWING NO. REFERENCE I NO. REVISION BY 1 DATE iw •... . �• wi1�►' �. K�M' awr. 7iw�' �. #.��M- ..M..�••wnM+�...i4..'.d►. - ...- �,w�►..��.- .w. -... �... '' ...rte ......... ... +..r.�.. r... .. .. � � r.. ..+rw� ,.i .. i.. ... �. .. r.... ... ... .. • ... .. -- .. . .. . �. .. .. ... .. .... ... � -,. ...... - .. ... - -.. -+ w . �. -•.. ..r -.• � _ ....� -� .. ... .. . I 0 I I 0 . 1 K � N REVIEWED FOR CODE COMPLIANCE pPapC►vE0 AUG 181004 City Of Tukwila BUILDING DIVISION M zo Jut 3 e zoos SCALE: 1/4't— 1 MAIN FLOOR AREA =1725 SQ. FT. GARAGE AREA =580 SQ. FT. TOTAL MAIN FL. AREA =2305 SQ. Ff. TITLE DWN: MINH DRAWING NO. PROPOSED RESIDENCE FOR I SCALE 1 11 4 " -1' GURDIP SINGH DATE APR.23.04 DD04-2612-P3 42XX,SOUTH.1 48—ST. Cwt): 1. D. PHONE 206.244.1900 D (4 - Z,(o 1140 moor - Y• . y ..... _ � _ .. .. .. _... .w...., �.. n.4 ... „• •. -r .w .+-. .w. ••.... .i .. y+Iw.•.lr..�wwil�r ���iiiW..iY/luiilw �..�(, ..: vY7w1' #N�.M ..}��.�..r ..�T. .�u�..!?�. �� V.r .L . +..r �. K .. ` a�N ...... - � . .w.a- 00 r 0 . 1 K � N REVIEWED FOR CODE COMPLIANCE pPapC►vE0 AUG 181004 City Of Tukwila BUILDING DIVISION M zo Jut 3 e zoos SCALE: 1/4't— 1 MAIN FLOOR AREA =1725 SQ. FT. GARAGE AREA =580 SQ. FT. TOTAL MAIN FL. AREA =2305 SQ. Ff. TITLE DWN: MINH DRAWING NO. PROPOSED RESIDENCE FOR I SCALE 1 11 4 " -1' GURDIP SINGH DATE APR.23.04 DD04-2612-P3 42XX,SOUTH.1 48—ST. Cwt): 1. D. PHONE 206.244.1900 D (4 - Z,(o 1140 moor - Y• . y ..... _ � _ .. .. .. _... .w...., �.. n.4 ... „• •. -r .w .+-. .w. ••.... .i .. y+Iw.•.lr..�wwil�r ���iiiW..iY/luiilw �..�(, ..: vY7w1' #N�.M ..}��.�..r ..�T. .�u�..!?�. �� V.r .L . +..r �. K .. ` a�N ...... - � . .w.a- R 40 0 t "r i. s . 00 R I CN M m 0 i General _Specifications ' 1. The Contractor or the Owner shall verify all dimensions, materials and ..conditions shown on the structural drawings or noted in the structural specifications. Any variances within the structural drawings and specifications, or from conditions encountered at the job site, shall be resolved by the Contractor and Owner and such solution shall be their sole responsibility. - 2. The Contractor and the Owner shall ensure that the construction ; complies with all federal, state, and local statutes and regulations. 3. The Contractor or Owner shall install all materials, equipment and components etc. in accordance with the manufacturer's instructions and accepted Methods of good building pactice. 4. The designer shall not be responsible for site conditions such as soil bearing capacity, depths of frost lines or water tables, or buried structures, etc. The purchaser of these plans shall be responsible of these f -plans & shall be responsible for the correct siting on the house of the 1 property and for confirming with all requirements for siting. We do not w guarantee that a house plan will fit a particular property unless we . receive in advance of the plans purchased, a legal survey plan of the ; property and a copy of the applicable zoning by —laws stating the required setbacks from all property lines, and unless we undertake in writing that the house will conform to the siting regulations of the by —laws for the particular parcel of land. 5. Construction loads on the structure caused by interim storage of materials or use of equipment shall not exceed the design loadings. . .6. The designer shall not be responsible for any departure from the drawings and specifications authorized by any official during the course of construction. Dimensions shall in all cases take precedence to scale. Structural Specifications 1. iConcrete I ` • ° . , a) General: all concrete to be minimum 2000 p.s.i. Strength at 28 days ; unless otherwise specified. b) Wails: grades shown on side elevations are arbitrary. Owner or budder to adjust height of concrete walls to suit grade and adjust thickness of walls to conform to the height if required. Retaining walls other than the foundation walls of the residence are beyond the scope of these drawings. C) Footings: concrete footings must be placed on undisturbed or compacted soil at an elevation below the frost line. It shall be the responsibility of the owner or builder to have the footings redesigned to F. RO: suit existing conditions. TOTAL LOT AREA= d) Retaining walls:' backfill shall not be placed against basement retaining - A walls until: i) Concrete or masonry grout has reached its specified 28 —day ALLOWABLE F.A.R. = strength ii) And, the structural floor framing (incl. Plywood subfloor) ACTUAL P.A. R .=3811 SQ. FT. required to stabilize the walls is complete and fully nailed and anchored. e) Reinforcement shall be placed according to good building practice and SITE G adequately supported by concrete, metal, or other approved chairs, TOTAL LOT AREA spacers or ties and secured against movement during pouring concrete. Tack welding is not permitted. ALLOWABLE SITE COVERAGE XX %= ACTUAL SITE COVERAGE= 2. Framin FCC a) This plan is designed for a 40 p.s.i. Snow load and a 10 p.s.f. Dead EQ�p,NL load. It shall be the responsibility of the owner or builder to determine G , the snow load in the area in which the residence is being built and make adjustments in the size of the structural members to compensate for additional loading, top the satisfaction of local building authorities. p� b) The design of members used for structural purposes has been based v` \a ON on No. 2 or better Hem Fir as shown in the "Span Tables for Wood Joist C G Rafters and Beams" in the most recent edition of the Uniform Building ZN� Code The use of different species of wood must conform to the same tables. c) All lintels to be 2 -2 "x10" unless noted otherwise. All load bearing t beams and lintels shall have 3 ��" minimum bearing. d) All concrete to wood contacts shall be damproofed with 6ml polyethylene or 45 lb. Tor saturated felt or pressure treated wood. L e) Flash over all exterior openings. f) Caulk under exterior doors and both sides of chimney. g) Floor joists shall be doubled under all partitions which ore parallel to TOP FLOOR the joists. �+c SCALE:1 /4 " -1 i '°'F� Kam/ JUL 3 0 2004 TOP FLOOR AREA= 1693 SO. F. OPEN AREA= 187 SO. FT. NET TOP FL. AREA= 1506 SO. FT. DRAWING NO. REFERENCE NO. W]IW.arw.zz.�r.:.i .� ie.•Gi a.�..1 Yi►�Mii� a sip .� ...+. ►- = . - .�...r.:. •...: -.. — - li . REVISION BY DATE . TITLE 1 on PROPOSED RESIDENCE FOR GURDIP SINGH esi gn A 42XX_SOUTH_ 148_ST. •., � � �.. �+ �.+. wyi. w.• w... w. s... �e>. w+ i. w+ rz w•. w. �+ �W. c - r.- .ww.s.i�.sr.a.,.�r.�,d�w�.- + �rrws .:.�rs.Xw�r,.i�txx.:�c7�.. .. - :�aa.a7t.•I�era a �.. �vrl �. weSoux :q�t°�..+.ra�- :w.i.•Aacw� A t it MINH DRAWING NO. SCALE: 1J4 = 1 • 1 " TE : APR.23.04 DD04-2 c": I.D. PMONE 206 ' ri ;� 1 it MINH DRAWING NO. SCALE: 1J4 = 1 • 1 " TE : APR.23.04 DD04-2 c": I.D. PMONE 206 ' ri ;� a� I FA_ ••- �` Note. Whole ' house ventilation system shall supply Y � Pp Y ' outdoor air to all ,habitable rooms through { individual outdoor air inlets. Habitable space is defined as space in a structure for .living, t sleeping, eating or cooking. Bathrooms, toilet comp artments , closets* halls ` ;storage or utility- r " i spaces and similar areas are not considered habitable spaces. "Provide not less than 4 s in. of .!free area of ;opening for each habitable space, Whole house ventilation' requirements - for 1 5 bedrooms shall be a minimum of 120 K CFM of .25 w.g. nutone qt. 80 is 62 CFM at - .25 w.g. . *Use two qt. -.80 nutone tans each on clock timers. ., a Y . Note: .• • : '" � . • ° — Owner /builder to sup an missing PP Y Y g dimensions required on site plan. Legal E description, name of street(s), north arrow,' floor and lot elevations, location of services, '+ 1 • - etc � • � �.- � . - r . ° --All dimensions j shown on site plan to be governed and approved by all authorities having jurisdiction before satarting construction. —Grade to slope a minimum of 1% away from building for surface water run —off, builder to be responsible for any required swales. --Any retaining ;wails required to be built according to good practise and are entirely the responsibility of •others. —All grades, ; elevations, and dimensions shown on site plan • to' be 'checked and verified on site by builder , before excavation. REVISED FOR CODE Co pipLIANCE • AM Of ~�ukvuita N UILDING DIVISIO • i CRAWL SPACE & FDN. PLAN SCALE: i /a —i JUL C"M M?v Mft... 3 0 2f4 P84nr eftrsp sow DRAWING NO. REFERENCE NO. REVISION BY DATE • TITLE OW DRAWING NO. MINH 1 on PROPOSED RESIDENCE FOR SCALE. 1 4 „_1, KI FA • GURDIP SINGH O1 '' APR-23-04 13FIV F1 I esi n 42XX_SOUTH_l48_ST. �: I.D. 9 DD04�- 2612 --P5 •JIA'�" ►#�i +� �►�'fYM►�'�XY"•A'� 'M.tw r "r ,« _ r '. y , � _ +r. ,. ... _ R 206-244.1900 ' .- � � ••4+r .ter,.►� wy^ • ••+e' w s- �+�►w•.K^w../►�.•s�A. I�w sww�...rx '�.v�1�. •"4yf+�y.. -. "^w�'�w..•Apft - 1 q «A - Y • •r r.x}.. -, .•. - - r ... ,. - ,.. •. .,. • .y ..r...,. r . . - .r .. . .+.. • .. .. ., .. .. �t i��w� w:•R ►. "..MM# ti... /-. •w. tv. �• a .. i .Mw'. 1 1 • • - v r «. w.. a .. s.. wr �ww.NLr . +w •.� ..•.r. -. w ..c r - .►►'a... ♦ -u,O' . . ti ACS .•f::aCWU �• , + w � r �+. r� . . f Ai T �r . �' •' � qq� ,,��••�� M� ••�� '�. • • w M.4/. Y .1.11.1 � w , .a � y .�► -1a. . .•.►•:1w Mir ; 1.id�. - .1`i� +. - .t'��;.:iw +YMt�i...- ''.:, f 4y M,It..,/a, •s; ..•s.: rn..'!R,•� f � t 4 f sow DRAWING NO. REFERENCE NO. REVISION BY DATE • TITLE OW DRAWING NO. MINH 1 on PROPOSED RESIDENCE FOR SCALE. 1 4 „_1, KI FA • GURDIP SINGH O1 '' APR-23-04 13FIV F1 I esi n 42XX_SOUTH_l48_ST. �: I.D. 9 DD04�- 2612 --P5 •JIA'�" ►#�i +� �►�'fYM►�'�XY"•A'� 'M.tw r "r ,« _ r '. y , � _ +r. ,. ... _ R 206-244.1900 ' .- � � ••4+r .ter,.►� wy^ • ••+e' w s- �+�►w•.K^w../►�.•s�A. I�w sww�...rx '�.v�1�. •"4yf+�y.. -. "^w�'�w..•Apft - 1 q «A - Y • •r r.x}.. -, .•. - - r ... ,. - ,.. •. .,. • .y ..r...,. r . . - .r .. . .+.. • .. .. ., .. .. �t i��w� w:•R ►. "..MM# ti... /-. •w. tv. �• a .. i .Mw'. 1 1 • • - v r «. w.. a .. s.. wr �ww.NLr . +w •.� ..•.r. -. w ..c r - .►►'a... ♦ -u,O' . . ti ACS .•f::aCWU �• , + w � r �+. r� . . f Ai T �r . �' •' � qq� ,,��••�� M� ••�� '�. • • w M.4/. Y .1.11.1 � w , .a � y .�► -1a. . .•.►•:1w Mir ; 1.id�. - .1`i� +. - .t'��;.:iw +YMt�i...- ''.:, f 4y M,It..,/a, •s; ..•s.: rn..'!R,•� f ' HEAR WALL SCHEDULE LATERAL FORCE NOTES . SHFAl TYPE APPLY 1a N�i� 5011; SHEAR WALL CONSTRUCTION Mk. Twick �t BLKD U N- 5NE4R NAILS oR• `• 'APLE0 PLATS MOTES OR 7/16 OS8 PLY_ 099. �,pTN BLKD ST - ��IL N- 1 ....�._ SHEAR WALLS DESIGNATED A SHALL ®E SHEATHED W/16/32" CDX 12 • ~ �" ' ui Gad FACE 51ZE ` �G FIELD � Co A, WTH � SrC6 494- KDi.O �. PLYWOOD OR 7/16 QSB, BL KED, ONE FACE, NAILED WITH 8d NAILS N _._ • _ SHEAR WALLS DESIGNATED L SHALL BE SHEATHED W/16/32" CDX AT 6" O.C. OR 15 GA. X 1 1/2" STAPLES AT 6" O.C. AND 12" O.C. PLYWOOD OR 7/16" OSB, BL KED, ONE FACE, NAILED WITH 8d NAILS N_24,_ PROV IDE DIA. X 10" ANCHOR BOLTS W /7" MINIMUM EMBEDMENT %�► 5 G 7� * ** MAL, ONS 9&T5 IN FIELD. AT 6 O.C. OR 15 GA. X 1 1/2" STAPLES AT 6" O.C. AT 4'- MAXIMUM O.C. INSTALL A C . AND 12 0. C . /3EARIN(3 PLATE WASHER. (DIMENSIONS BOLT W /SIMPSON 8P 1/2 rN• IN FIELD. ,. S 2 X 2 X 3 16 lu. L85 '(' A IN. K IN. IN. N_ 2 ` SHEAR WALLS DESIGNATED 8 SHALL BE SHEATHED W/ 15/32 CDX ,, . � .• • PLYWOOD OR 7/16" OSB, N_13_ SHEAR WALLS DESIGNATED M N_26 PROVIDE 1 2" " MINIMUM EMBEDMENT �[ / BL KED, ONE FACE, NAILED WITH ad NAIL3 SHALL 8E SHEATHED W/15/32 CDX / DIA. X 10 ANCI4OR BOLTS W/7 . ' T j/ _ G �Z I AT 8" O.C. OR 15 GA. X 1 1/2" STAPLES AT 4" O.C. AND 12" G.C. PLYWOOD OR 7/ 18 OSB, BL KED, ONE, FACE, NAI LED WITH 8d NAILS AT 3 MAXIMUM 'O. C. INSTALL ANCHOR BOLT W /SIMPSON BP 1/2 � µ � d �i /S' / �2 li (�p /y1 �2 � .-- � N FIELD . - : A T 6... O . C . OR 1 " .. OC" X 3/16 ") 5 GA. X 1 1/2 STAPLES AT b .. AND 12 O.C. OC . S ARING PLATE WASHER. (DIMENSION$ 2 X 2 /V2 N_3 ' •' SHE • • X N . F I E L U . . , Z 12 Al21 AR WALLS DESIGNATED C SHALL BE SHEATHED W/15/32" CDX N 14 HORIZONTAL DIAPHRAGMS / / 12 N2 PLYWOOD OR 7/16" 088, SHEAR WALLS DESIGNATED N SHALL BE SHEATHED W/15/32" CDX 8d C 1'�,�t ��� LZ•s S / L /l BL KED, ONE FACE , NAI LED WITH 8d N LS _ PLYWOOD OR 7 / 16" OSB KED, ONE FACE, NAILED WITH 8d NAILS N26 ROOF DIAPHRAGMS " O BL _� .3 O.C. OR 15 GA. X 1 1/2" STAPLES AT 4" AND 12 O.C. T 5" •• .. Q l�L 7/ IN FIELD. ', " A O C OR 15 GA. X 1 1/2 STAPLES AT 4 O.C. AND 12 O.C. USE 15/32 CDX PW OR 7/16 OSB, UNBLOCKED, 1N /8d NAILS AT " 7A /03 8d G / Z !s 1 �Z 10 N¢ -.- IN FIELD. O.C. OR 15 GA. X 1/2' STAPLES AT 6" O.C. AT PANEL EDGES AT � - �„ � ' N � 4 ~ PLYWOODAORS DESIGNATED D SMALL 8E SHEATHED W/15/32" CDX ,• • - �0 .Il/5 �.. -now � 7/16 O Se, BL KED, ONE FACE, NAILED WITH 8d NAILS N_15 -SHEAR WALLS DESIGNATED O SHALL BE SHEATHED W/15/32" CDX 4 DIAPHRAGM BOUNDARIES 6 12" O.C. IN FIELD. AT 6" O.C. OR 15 GA. X 1 1/2" STAPLES AT e" O.C. AND 12" O.C. PLYWOOD OR 7/18" OSB, 8L KED, ONE FACE, NAILED WITH 8d NAILS �r N 27 OF .r� L 7� /G ✓ ,� �'/ 8 a/ (. l Z /.r �/� (,► l /V - � "„ I N FIELD. _ -FLOOR DIAPHRAGM i AT 6 O.C. OR 15 GA. X 1 1/2 STAPLES AT 6 O.C. AND 12" O.C. .. O.C. AT , /8 T 6 G PLYWOOD, UNBLOCKED, W /10d NAILS AT 6 c/ "moo N 5 ' ZN FIELD. USE 5 " O.C. IN FIELD. GLUE WITH DAP 4000 GLUE , PANEL EDGES AND 10 / ��D 7 �21 _ SHEAR WALLS DESIGNATED E SHALL BE SHEATHED W/15/32' CDX W " ��` '� ,/ S 2 /s / ,,,, PLYWOOD OR 7/16 OSB, aL KED, ONE FACE, NAILED WITH N_16 SHEAR WALLS DESIGNATED P SHALL BE SHEATHED W 15 WITH (2) -1/4 DIA. BEADS AT PANEL EDGES AND (1) -1/4" DIA. X 12" 6 M Al22 AT 6 0 . C . OR 15 GA . X 1 1/2" STAPLES A ed NAILS PLYWOOD OR 7 16 " OSB / / 32 COX BEAD AT-24 O.C. I N FIELD . / 8L KED, ONE FACE, NAILED WITH 8d NAILS ' I • %� / IN FIELD. � T 6" O.C. AND 12" O.C. - " " .. ., ",.,.�,_,. • _ . Now 7 AT 6 O.C. OR 15 GA. X 1 1/2 STAPLES AT 6 O.C. AND 12 O.C. IN FIELD. i N_6 SHEAR WALLS DESIGNATED F SHALL BE SH •• !• S4 G /Z /.� /�L Iii 1d0 A .. EAT14ED W/ 15/32 CDX PLYWOOD OR 7/16" 088, BL CKED, ONE FACE, s " N_17 SHEAR WALLS DESIGNATED Q SHALL BE SHEATHED W/1b/32" CDX AT 8" O.C. OR 1b GA. X 1 1 NAILED WITH 8d NAILS K / � /3L �� •� •� • . �1 / Z (p ' /2 STAPLES AT 6 O. " LL PLYWOOD OR 7/16 OSB D , 8L KE, ONE FACE, NAILED ,WITH 8d NAILS ��� -- I N FIELD. C. AND 12 O.C. � " e �•• �� 3 7 //(. r/ ,� ` _ g OR 15 GA . X 1 : 1 / 2 STAPLES AT 6 O . C . AND 12 . AT 6" O C •• O . C h � , `- IN FIELD N�2 N_t____ SHEAR WALLS DESIGNATED G SHALL 'BE SHEATHED W/ 15/32" CDX � � lf� Z N /4 o / Q1 PLYWOOD OR 7 16" Y N` •' �, • , G' /2, /S / �L 5 / 1324 " / OSB, 8L KED, ONE FACE, NAILED WITH 8d NAILS N_ SHEAR WALLS DESIGNATED R SHALL BE SHEATHED W/1 CDX ' f ' AT 6 O•C. OR 15 GA. X 1 1/2" STAPLES AT 6 O.C. AND 12" O.C. PLYWOOD OR 7/16 OSB, BL KED, ONE FACE, NAILED 'WITH 8d" NAIL'S t �. N /r 7/�` r - ZG gil �' / Z /f / �L . 4 8 N1¢ N2.1 :,I N FIELD. • • A T 6 O.C. OR 15 GA . X 1 1 / 2 " •• !' J .. ' STAPLES AT 6 O. C . ANO 12• .O. C IN FIELD. N_8 SHEAR WALLS DESIGNATED H SHALL BE SHEATHED W/15/32" CDX N_19 SHEAR WALLS DESIGNATED S SHALL BE SHEATHED w 15 # ' / /32 cox - • PLYWOOD OR 7/18" OSB, BL KED, ONE FACE, t,,., 4 7L 7 �/ f¢f ( /y s r T .. NAILED WITH 8d NAILS :,: PLYWOOD OR 7/16" OSB, BL KED, ONE FACE NAILS •' D WITH 8d NAILS - �� ! J z ( .�(o Nl6 ��2.3 N2� . � ; A 5 O.C. oR 15 GA. X 1 1/2 2" STAPLES STAPLES AT 4" O.C. AND 12" O.C. '` - AT 6" O.C. OR 15 GA. X 1 1 •• - ti � - � . � / �'./L 7 � ,IN FIELD. IN FIELD. t . ,• / L A „ 6 O.C. AND 12 O.C. • _. P ES T � r /Z.. '16 IV/7 Al25 j ' SHEAR WALLS DESIGNATED I � • . .. - . ' • , ; ., � .� .. ; ,. SHALL BE' SHEATHED W/15/32" CDX Y PLYWOOD OR 7/16" OS8 DL K N_20 SHEAR WALLS DESIGNATED T SHALL BE SHEATHED W 1 CDX / / 2 G 1!0 IV18 d23 N2,¢ �• ONE FACE, NAILED WITH Bd.,NAILS PLYWOOD OR 7/16" OSB, 9L SHALL ONE FACE NAILED WITH / AT 6 O.C• OR 15 GA. X 1 1/2" STAPLES AT 6 O.C. -AND 12 O.C. " ad NAILS AT 6 O.C. OR 1 GA IN FIELD. IN FIELD 5 1 /2" .. .. . r 2 /-S" / Z (i 1G IV19 Al2 X 1 STAPLES AT 6 AND 12 O. rl . 7 x T ' "�Z /•G r N_10 SHEAR WAL DES: t �d G /1. /1" 1 I /. 1l0 Al20 l '4• LS D ESIGNA TE D J SHALL BE SHEATHED W/15/32" CDX ; .;HOLDOWNS & ANCHOR BOLTS PLYWOOD OR 7/16 OSB. BL KED, ONE FACE, NAILED WITH 8d NAILS t � ALTERNATE FASTENER - 7 AT 6" O.C. OR 15 GA. X 1 1/2" STAP .. . • 1 t LES AT 6" o.c. A ND 12" O .C. _21 USE SIMPSON LSTA30 STRAP TIE EACH SIDE OF SHEAR PANEL w/22 -10d ** 1N FIELD. AT PANEL EDGES AND BLOCKING FOR PMI • 4 - AT ALL STUDS, TOP &'BOTTOM PLATES a BLOCKING FOR GWB NAILS IN DOUBLE STUD ABOVE AND BELOW FLOOR AND IN RIM JOISTK , • 'N_1 1 SHEAR WALLS DESIGNATED K SHALL BE SHEATHED W/15/32" CDX x(22 -10d TOTAL) ;. :r PLYWOOD OR 7/16" OSB, RL KED, ONE FACE, NAILED W • � ** USE 16d NArLS AT SPACING SHOWN STAGGERED 3/8" TO 1 /2" MAXIMUM -,:�,- NAILS - ,�' - � - • a - , ITH 8d N_22 USE SIMPSON MSTA36 STRAP TIE EACH SIDE -OF SHEAR PANE rN RIM JOIST OR BLOCKING - � AT 6" O.C. OR 15 GA. X 1 .1 /2" STAPLES AT 6" " - ' L W /26` 1 Od p 0.� AND i2 O.C. ... ., IN FIELD. .NAILS IN DOUBLE STUD ABOVE AND BELOW F • LOOR AND IN R NOTE: ALL EXTERIOR WALLS NOT DESIGNATED AS SHEAR WALLS SHALL 8E - � � � �' '� IM JOIST d26 -10d TOTAL) Mi " OSB 'OR 7/16" T1•-1 1 , SHEATHED WITH MINIMUM 15/32" CDX P i - BLOCKED W /8d NAILS OR 1 " " A 5� X 1 1 /2 STAPLER AT 6 O.•.C. AT N_ SAT FOUNDATION . PANEL EDGES b 12" O.C. IN FIELD 23 • - • ., : USE SIMPSON HPAHD22 HOLDOWN EACH SIDE OF SHEAR PANEL W/23-16d . rA IN DOUBLE TRIM STUDS AND TN RTM .inT - 10 - AA TATA1 . 3 i t s1noor= L.S ray SIX T_` " �Q► OF WA j��jL t • • doom M01 85,51 DENCe FoR 6zjRD1F ,6-51A1CrH SCALE: & 4 w E _ -% j ArMt lVffonv MAWN D U�11E: 16 Q 0 r 0 i , h s r � r M ,.f l � i t h. r ry /t• • 7� Y ' Y i 1 f y�« t J • • P ..A y •r r i' y i DRAWINO MME A 5-1 ;77P• :F�'��ilu -riY �.M�'••ti.+ � '� ,....� .. ,. .w..•�. w r . •. +w - w + .. .. ....,.. •,,,,. .. y..,•,- ..��'... Y+� -.1• . . -.• .•.y.. �. + A • • •ter. �+. ..,. . +. ... .... _._. w. ... w... �. r i.�, vnw+. +. '�. f - •!+.-•^I"+r�w M✓ +Arr a.. ' s y .. �..►.- .. • M- ^�Y..q„� ,,,+.•+ v...�..•w..• _ .• ... - .- ., ..... ... w •... -..... .... .... .....- ... w .. � ..... . - .. ... _ +..Y •�'i.iFr.�}..,... � . }., J ±,•., H ,1►• a. M..� -_ ...� ti•. �►.-.. �} � ... �• "'�`.. �� h1 • ••w.ii71w7.w.�iriil��A �r...'a• -. - �ryffi+l.,�,C 3.�e.-.:,�•t.•� .+f�1 .�II.•'t ME ti 1 ' HEAR WALL SCHEDULE LATERAL FORCE NOTES . SHFAl TYPE APPLY 1a N�i� 5011; SHEAR WALL CONSTRUCTION Mk. Twick �t BLKD U N- 5NE4R NAILS oR• `• 'APLE0 PLATS MOTES OR 7/16 OS8 PLY_ 099. �,pTN BLKD ST - ��IL N- 1 ....�._ SHEAR WALLS DESIGNATED A SHALL ®E SHEATHED W/16/32" CDX 12 • ~ �" ' ui Gad FACE 51ZE ` �G FIELD � Co A, WTH � SrC6 494- KDi.O �. PLYWOOD OR 7/16 QSB, BL KED, ONE FACE, NAILED WITH 8d NAILS N _._ • _ SHEAR WALLS DESIGNATED L SHALL BE SHEATHED W/16/32" CDX AT 6" O.C. OR 15 GA. X 1 1/2" STAPLES AT 6" O.C. AND 12" O.C. PLYWOOD OR 7/16" OSB, BL KED, ONE FACE, NAILED WITH 8d NAILS N_24,_ PROV IDE DIA. X 10" ANCHOR BOLTS W /7" MINIMUM EMBEDMENT %�► 5 G 7� * ** MAL, ONS 9&T5 IN FIELD. AT 6 O.C. OR 15 GA. X 1 1/2" STAPLES AT 6" O.C. AT 4'- MAXIMUM O.C. INSTALL A C . AND 12 0. C . /3EARIN(3 PLATE WASHER. (DIMENSIONS BOLT W /SIMPSON 8P 1/2 rN• IN FIELD. ,. S 2 X 2 X 3 16 lu. L85 '(' A IN. K IN. IN. N_ 2 ` SHEAR WALLS DESIGNATED 8 SHALL BE SHEATHED W/ 15/32 CDX ,, . � .• • PLYWOOD OR 7/16" OSB, N_13_ SHEAR WALLS DESIGNATED M N_26 PROVIDE 1 2" " MINIMUM EMBEDMENT �[ / BL KED, ONE FACE, NAILED WITH ad NAIL3 SHALL 8E SHEATHED W/15/32 CDX / DIA. X 10 ANCI4OR BOLTS W/7 . ' T j/ _ G �Z I AT 8" O.C. OR 15 GA. X 1 1/2" STAPLES AT 4" O.C. AND 12" G.C. PLYWOOD OR 7/ 18 OSB, BL KED, ONE, FACE, NAI LED WITH 8d NAILS AT 3 MAXIMUM 'O. C. INSTALL ANCHOR BOLT W /SIMPSON BP 1/2 � µ � d �i /S' / �2 li (�p /y1 �2 � .-- � N FIELD . - : A T 6... O . C . OR 1 " .. OC" X 3/16 ") 5 GA. X 1 1/2 STAPLES AT b .. AND 12 O.C. OC . S ARING PLATE WASHER. (DIMENSION$ 2 X 2 /V2 N_3 ' •' SHE • • X N . F I E L U . . , Z 12 Al21 AR WALLS DESIGNATED C SHALL BE SHEATHED W/15/32" CDX N 14 HORIZONTAL DIAPHRAGMS / / 12 N2 PLYWOOD OR 7/16" 088, SHEAR WALLS DESIGNATED N SHALL BE SHEATHED W/15/32" CDX 8d C 1'�,�t ��� LZ•s S / L /l BL KED, ONE FACE , NAI LED WITH 8d N LS _ PLYWOOD OR 7 / 16" OSB KED, ONE FACE, NAILED WITH 8d NAILS N26 ROOF DIAPHRAGMS " O BL _� .3 O.C. OR 15 GA. X 1 1/2" STAPLES AT 4" AND 12 O.C. T 5" •• .. Q l�L 7/ IN FIELD. ', " A O C OR 15 GA. X 1 1/2 STAPLES AT 4 O.C. AND 12 O.C. USE 15/32 CDX PW OR 7/16 OSB, UNBLOCKED, 1N /8d NAILS AT " 7A /03 8d G / Z !s 1 �Z 10 N¢ -.- IN FIELD. O.C. OR 15 GA. X 1/2' STAPLES AT 6" O.C. AT PANEL EDGES AT � - �„ � ' N � 4 ~ PLYWOODAORS DESIGNATED D SMALL 8E SHEATHED W/15/32" CDX ,• • - �0 .Il/5 �.. -now � 7/16 O Se, BL KED, ONE FACE, NAILED WITH 8d NAILS N_15 -SHEAR WALLS DESIGNATED O SHALL BE SHEATHED W/15/32" CDX 4 DIAPHRAGM BOUNDARIES 6 12" O.C. IN FIELD. AT 6" O.C. OR 15 GA. X 1 1/2" STAPLES AT e" O.C. AND 12" O.C. PLYWOOD OR 7/18" OSB, 8L KED, ONE FACE, NAILED WITH 8d NAILS �r N 27 OF .r� L 7� /G ✓ ,� �'/ 8 a/ (. l Z /.r �/� (,► l /V - � "„ I N FIELD. _ -FLOOR DIAPHRAGM i AT 6 O.C. OR 15 GA. X 1 1/2 STAPLES AT 6 O.C. AND 12" O.C. .. O.C. AT , /8 T 6 G PLYWOOD, UNBLOCKED, W /10d NAILS AT 6 c/ "moo N 5 ' ZN FIELD. USE 5 " O.C. IN FIELD. GLUE WITH DAP 4000 GLUE , PANEL EDGES AND 10 / ��D 7 �21 _ SHEAR WALLS DESIGNATED E SHALL BE SHEATHED W/15/32' CDX W " ��` '� ,/ S 2 /s / ,,,, PLYWOOD OR 7/16 OSB, aL KED, ONE FACE, NAILED WITH N_16 SHEAR WALLS DESIGNATED P SHALL BE SHEATHED W 15 WITH (2) -1/4 DIA. BEADS AT PANEL EDGES AND (1) -1/4" DIA. X 12" 6 M Al22 AT 6 0 . C . OR 15 GA . X 1 1/2" STAPLES A ed NAILS PLYWOOD OR 7 16 " OSB / / 32 COX BEAD AT-24 O.C. I N FIELD . / 8L KED, ONE FACE, NAILED WITH 8d NAILS ' I • %� / IN FIELD. � T 6" O.C. AND 12" O.C. - " " .. ., ",.,.�,_,. • _ . Now 7 AT 6 O.C. OR 15 GA. X 1 1/2 STAPLES AT 6 O.C. AND 12 O.C. IN FIELD. i N_6 SHEAR WALLS DESIGNATED F SHALL BE SH •• !• S4 G /Z /.� /�L Iii 1d0 A .. EAT14ED W/ 15/32 CDX PLYWOOD OR 7/16" 088, BL CKED, ONE FACE, s " N_17 SHEAR WALLS DESIGNATED Q SHALL BE SHEATHED W/1b/32" CDX AT 8" O.C. OR 1b GA. X 1 1 NAILED WITH 8d NAILS K / � /3L �� •� •� • . �1 / Z (p ' /2 STAPLES AT 6 O. " LL PLYWOOD OR 7/16 OSB D , 8L KE, ONE FACE, NAILED ,WITH 8d NAILS ��� -- I N FIELD. C. AND 12 O.C. � " e �•• �� 3 7 //(. r/ ,� ` _ g OR 15 GA . X 1 : 1 / 2 STAPLES AT 6 O . C . AND 12 . AT 6" O C •• O . C h � , `- IN FIELD N�2 N_t____ SHEAR WALLS DESIGNATED G SHALL 'BE SHEATHED W/ 15/32" CDX � � lf� Z N /4 o / Q1 PLYWOOD OR 7 16" Y N` •' �, • , G' /2, /S / �L 5 / 1324 " / OSB, 8L KED, ONE FACE, NAILED WITH 8d NAILS N_ SHEAR WALLS DESIGNATED R SHALL BE SHEATHED W/1 CDX ' f ' AT 6 O•C. OR 15 GA. X 1 1/2" STAPLES AT 6 O.C. AND 12" O.C. PLYWOOD OR 7/16 OSB, BL KED, ONE FACE, NAILED 'WITH 8d" NAIL'S t �. N /r 7/�` r - ZG gil �' / Z /f / �L . 4 8 N1¢ N2.1 :,I N FIELD. • • A T 6 O.C. OR 15 GA . X 1 1 / 2 " •• !' J .. ' STAPLES AT 6 O. C . ANO 12• .O. C IN FIELD. N_8 SHEAR WALLS DESIGNATED H SHALL BE SHEATHED W/15/32" CDX N_19 SHEAR WALLS DESIGNATED S SHALL BE SHEATHED w 15 # ' / /32 cox - • PLYWOOD OR 7/18" OSB, BL KED, ONE FACE, t,,., 4 7L 7 �/ f¢f ( /y s r T .. NAILED WITH 8d NAILS :,: PLYWOOD OR 7/16" OSB, BL KED, ONE FACE NAILS •' D WITH 8d NAILS - �� ! J z ( .�(o Nl6 ��2.3 N2� . � ; A 5 O.C. oR 15 GA. X 1 1/2 2" STAPLES STAPLES AT 4" O.C. AND 12" O.C. '` - AT 6" O.C. OR 15 GA. X 1 1 •• - ti � - � . � / �'./L 7 � ,IN FIELD. IN FIELD. t . ,• / L A „ 6 O.C. AND 12 O.C. • _. P ES T � r /Z.. '16 IV/7 Al25 j ' SHEAR WALLS DESIGNATED I � • . .. - . ' • , ; ., � .� .. ; ,. SHALL BE' SHEATHED W/15/32" CDX Y PLYWOOD OR 7/16" OS8 DL K N_20 SHEAR WALLS DESIGNATED T SHALL BE SHEATHED W 1 CDX / / 2 G 1!0 IV18 d23 N2,¢ �• ONE FACE, NAILED WITH Bd.,NAILS PLYWOOD OR 7/16" OSB, 9L SHALL ONE FACE NAILED WITH / AT 6 O.C• OR 15 GA. X 1 1/2" STAPLES AT 6 O.C. -AND 12 O.C. " ad NAILS AT 6 O.C. OR 1 GA IN FIELD. IN FIELD 5 1 /2" .. .. . r 2 /-S" / Z (i 1G IV19 Al2 X 1 STAPLES AT 6 AND 12 O. rl . 7 x T ' "�Z /•G r N_10 SHEAR WAL DES: t �d G /1. /1" 1 I /. 1l0 Al20 l '4• LS D ESIGNA TE D J SHALL BE SHEATHED W/15/32" CDX ; .;HOLDOWNS & ANCHOR BOLTS PLYWOOD OR 7/16 OSB. BL KED, ONE FACE, NAILED WITH 8d NAILS t � ALTERNATE FASTENER - 7 AT 6" O.C. OR 15 GA. X 1 1/2" STAP .. . • 1 t LES AT 6" o.c. A ND 12" O .C. _21 USE SIMPSON LSTA30 STRAP TIE EACH SIDE OF SHEAR PANEL w/22 -10d ** 1N FIELD. AT PANEL EDGES AND BLOCKING FOR PMI • 4 - AT ALL STUDS, TOP &'BOTTOM PLATES a BLOCKING FOR GWB NAILS IN DOUBLE STUD ABOVE AND BELOW FLOOR AND IN RIM JOISTK , • 'N_1 1 SHEAR WALLS DESIGNATED K SHALL BE SHEATHED W/15/32" CDX x(22 -10d TOTAL) ;. :r PLYWOOD OR 7/16" OSB, RL KED, ONE FACE, NAILED W • � ** USE 16d NArLS AT SPACING SHOWN STAGGERED 3/8" TO 1 /2" MAXIMUM -,:�,- NAILS - ,�' - � - • a - , ITH 8d N_22 USE SIMPSON MSTA36 STRAP TIE EACH SIDE -OF SHEAR PANE rN RIM JOIST OR BLOCKING - � AT 6" O.C. OR 15 GA. X 1 .1 /2" STAPLES AT 6" " - ' L W /26` 1 Od p 0.� AND i2 O.C. ... ., IN FIELD. .NAILS IN DOUBLE STUD ABOVE AND BELOW F • LOOR AND IN R NOTE: ALL EXTERIOR WALLS NOT DESIGNATED AS SHEAR WALLS SHALL 8E - � � � �' '� IM JOIST d26 -10d TOTAL) Mi " OSB 'OR 7/16" T1•-1 1 , SHEATHED WITH MINIMUM 15/32" CDX P i - BLOCKED W /8d NAILS OR 1 " " A 5� X 1 1 /2 STAPLER AT 6 O.•.C. AT N_ SAT FOUNDATION . PANEL EDGES b 12" O.C. 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