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HomeMy WebLinkAboutPermit D04-209 - WGW CONSTRUCTION - LOT 7 - NEW HOUSEWGW CONSTRUCTION LOT 7 V 4218 S 116 ST v v D04 -209 � w,� � �...� City of Tukwila rave Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 l DEVELOPMENT PERMIT Parcel No.: 3347400030 Permit Number: D04 -209 Address: 4218 S 116 ST TUKW Issue Date: 10/07/2004 Suite No: Permit Expires On: 04/05/2005 Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: WGW CO STRUCTION - LOT 7 4218 S 110 ST, TUKWILA WA WGW COI,YSTRUCTION 329 NW 2 PL, RENTON WA KEITH MENGES 329 NW 2 PL, RENTON WA Contractor: Name: W G W CONSTRUCTION Address: 329 NW SECOND PL, RENTON WA Contractor License No: WGWCOGW962JR Phone: Phone: 425- 246 -0740 Phone: 425 246 -0740 Expiration Date: 04/19/2006 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 1,670 SQ FT SINGLE FAMILY RESIDENCE AND A 435 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: Addition of 1550 SF of impervious surface, roof downspout controls by infiltration in driveway, sanitary side sewer shared stub with Lot 6 (D04 -208), and access. Shared side sewer agreement recorded with King County Records. Install meter box at existing water meter. Right -of -way work for D04 -208, D04 -209, D04 -210 and D04 -211 permitted under D04 -208. Allentown water and sewer connection charges DO NOT apply. Storm drainage in S. 116th Street is WashDOT overflow. Value of Construction: Type of Fire Protection: Type of Construction: $164,878.50 VN Fees Collected: $3,170.29 Uniform Building Code Edition: 1997 Occupancy per UBC: 7 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Flood Control Zone: N Hauling: N Start Time: Land Altering: Y Volumes: Cut 70 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: Sanitary Side Sewer: Y Size (Inches): 0 End Time: Fill 70 c.y. End Time: doc: Devperm D04 -209 Printed: 10 -07 -2004 Z z �w Q 2 JU 00 N 0. J = H S2 LL w u_ cl) = a �-w Z F- 1— O Z 1-- w W U� O- o�- wW LL O. .. Z W CO OF. Z ' C of Tukwila 19CB Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: Y Profit: N Non - Profit: N Water Main Extension: N Private: N Public: N Water Meter: N ** Continued Next Page ** 4 : 3 { i i i. t doc: Devperm D04 -209 Printed: 10 -07 -2004 z z : JU 0 to 0 V) N LL W LLQ ND =d H W s Z F �- O z I— W 5 0 -1 o f-- WW LL W U =. O z ... City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: 4 4m." Date: lQ� 7�oy 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 per it does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constructio or t e perfo ance of work. I am authorized to sign and obtain this develop ent permit. Signature: Date:! d � Print Name: / elLlgl C This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: Devperm D04 -209 Printed: 10 -07 -2004 .(..✓.;fl{.. Z �Z �w u� D .J U UO Cl) CO LLI J � N LL w O J LL? � z� �O Z �- w W U O N o F- WW LL 0 Ed Z W U= ~O F- Z 1 � � �J �g City of Tukwila 1908 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 3347400030 Address: 4218 S 116 ST TUKW Suite No: Tenant: WGW CONSTRUCTION - LOT 7 Permit Number D04 -209 Status: ISSUED Applied Date: 06/22/2004 Issue Date: 10/07/2004 1: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 2: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 3: Work affecting traffic flows shrill be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 4: Any material spilled onto any street shall be cleaned up immediately. 5: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 6: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 7: 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. 8: 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. 9: ** *BUILDING DEPARTMENT CONDITIONS * ** 10: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 11: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 12: 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. 13: 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. 14: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 15: All wood to remain in placed concrete shall be treated wood. doc: Conditions D04 -209 Printed: 10 -07 -2004 .. .,- .aa:.- .::aa" ....w+.�,:«a iw.r •w+w.'.:J:. ' -- 1i�L'�«.+J..:w:'A dauF?" `t� '.^.1I �i: dYd :.7i'.ia}� ;'.x`'+:RiU4�i:;+»` iC �:�/w�µ'u `„ :�,.ti. ....,...+. v. �++, ywuatwxu :<i*uiFau:aF++snus.rr+.• w.ww.waww«i Z �Z �w 2 D UO N to W LL wO 9� L? � =w �- 0 zR 2: U ON D I— W W LL F- - O 111 Z U= z City of Tukwila lane Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 16: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 17: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 18: 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. 19: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 20: 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. 21: 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. 22: 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). 23: 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). 24: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 25: Eaves shall not extend more than 18- inches into yard setbacks. See sheet A -6. * *continued on next page ** doc: Conditions D04 -209 Printed: 10 -07 -2004 z i� ~ w D JU UO U) 0 co W LLJ_ H co LL w La (D = f _ w Z E- F— O Z r~- w W U O N 0 F— wW u. O w z U= O Z City of Tukwila face Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Date: Print Name: ( r doc: Conditions 10 -07 -2004 I is D04 -209 Printed: MMOMM z �W UO W O CO ILJ W = cn u.: w O �Q to = F - w Z _. F- O Z F— W �p O N � H WW �U L O z W U CO) P X` O Z 1908 CCTV OF TUKWI& Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 ; t i B tDq btldingtPemut m ' 't J` lViec pei<mi `, 4 °t r � Works Perfru'tfNo ! 7, 7;i,, f �4t M ... r' �•,�f }•!�t Y^,�y tf}r a w r ' ' T ' }y t �•.rA 'hn.. y. �C7�Wr:k'rr y,: r� r y+. s Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** ' SITE' LOCATION rr � • +� r J��5 . 7t �r, f 3, s r r fu. � E -Mail Address: Fax Number: GENERAL CONTRACTOR INFORMATION = Company Name: J (-rl M &Im ( . Mailing Address: City � State C Zip Contact Person: V CX& Day Telephone: E -Mail Address: — 1i 3 Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF RECORD — All plans must be wet.stamped by.Architect of Record Company Name: Mailing Address: Contact Person: E -Mail Address: City State Zip Day Telephone: ( 7- Fax Number: ENGINEER OF RECORD —'All plans must be wet stamped by Engincer.of Record Company Name: Mailing Address City Statd P Contact Person: e � S /l et— , ..l Day Telephon E -Mail Address: Fax Number: i \aPPlicarions \permit application (3.2003) i 3/2003 p age ] H w Y N f R 1r e� 44 M' 1 r m+ . Ma i M fnv y n V mnti 1. �M' � ` 1. ... �� ..! + ._.........•+.. "Mrn•+.«..a':.:..4:'�v..u.... tu�1!lTf3t;'L'4 w.=�; r..':.Y•i ^,.??"it.: f. *.k" '_— "_`•.� ww Z W t QQ Y 2 JU UO W= I— �LL WD 95 U. Q = i— W Z �o W ~ W U in OH W HP U- O w Z U= O Z King Co Assessor's Tax No. � r4o " 00 d Z— Site Address: •�, ��h- % . _ Suite Number: Floor: Tenant Name: New Tenant: E] .... Yes []..No Property Owners Name: vi Mailing Address: Im IAA 7 ✓�'p �� 41L1Q V' j D City State Zip CONTACT PERSON. r� Name: �.( � f 1 /S Day Telephone: ZS (o Mailing Address: - W �i�. 1' it e�. — iUv1 —j�l City State 'Lip E -Mail Address: Fax Number: GENERAL CONTRACTOR INFORMATION = Company Name: J (-rl M &Im ( . Mailing Address: City � State C Zip Contact Person: V CX& Day Telephone: E -Mail Address: — 1i 3 Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF RECORD — All plans must be wet.stamped by.Architect of Record Company Name: Mailing Address: Contact Person: E -Mail Address: City State Zip Day Telephone: ( 7- Fax Number: ENGINEER OF RECORD —'All plans must be wet stamped by Engincer.of Record Company Name: Mailing Address City Statd P Contact Person: e � S /l et— , ..l Day Telephon E -Mail Address: Fax Number: i \aPPlicarions \permit application (3.2003) i 3/2003 p age ] H w Y N f R 1r e� 44 M' 1 r m+ . Ma i M fnv y n V mnti 1. �M' � ` 1. ... �� ..! + ._.........•+.. "Mrn•+.«..a':.:..4:'�v..u.... tu�1!lTf3t;'L'4 w.=�; r..':.Y•i ^,.??"it.: f. *.k" '_— "_`•.� ww Z W t QQ Y 2 JU UO W= I— �LL WD 95 U. Q = i— W Z �o W ~ W U in OH W HP U- O w Z U= O Z BUILINiP, - 206431`3670 Valuation 'of Project *4trajtor's bid price): $ Ex' ' tg Building Valuation: $ Scope of Work (please provide detailed information): P&LO Will there be new rack storage? ❑ ..Yes Fl.. No if "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: L 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): ozol Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ .. Sprinklers ❑ ..Automatic Fire Alarm .None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ .. No If "yes ", attach list of materials and storage locations on a separate 8-112 x l l paper indicating quantities and Material Safety Data Sheets. \applications \permit application (3.2003) 3/2003 Page 2 ­77=7: Z ~ w JU UO U) 0 J = H CO LL WO 9_j LL to a = W H = Z~ HO Z H— W 5 �p CO 0 I— W H� O LLI Z U= O Z Existing Interior Remodel Addition to Existing Structure New Type of Construction. per UBC ype o Occupancy per UBC V :Floor :: O Z J 2 ". Floor Q �. 3 Floor Floors thru Basement Accessory Structure* Attached .Garage. 3 Detached Garage Attached,Carport, Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: L 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): ozol Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ .. Sprinklers ❑ ..Automatic Fire Alarm .None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ .. No If "yes ", attach list of materials and storage locations on a separate 8-112 x l l paper indicating quantities and Material Safety Data Sheets. \applications \permit application (3.2003) 3/2003 Page 2 ­77=7: Z ~ w JU UO U) 0 J = H CO LL WO 9_j LL to a = W H = Z~ HO Z H— W 5 �p CO 0 I— W H� O LLI Z U= O Z `i �i i :i . Scope of Work (please provide detailed information): '1 : Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1. for fees and estimate.sheet. Water District ❑ ...Tukwila ❑... Water District # 125 ❑ .. Highline ❑ ...Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑... ValVue ❑ .. Renton [:].'..Seattle ❑ ...Sewer Use Certificate ❑... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ... Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless Pr000sed Activities (mark boxes that a ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction /Excavation/Fill - Right -of -way Non Right -of -way _ ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ ...Total Cut cubic yards ❑ .. Work in Flood Zone ❑ ...Total Fill cubic yards ❑ .. Storm Drainage ❑ ..:Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization []...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water " ❑ ...Permanent Water Meter Size... WO# ❑ ...Temporary Water Meter Size.. WO# ❑ ... Water Only Meter Size............ WO# ❑ ... Deduct Water Meter Size........ 91 ❑ ...Sewer Main Extension ............ Public Private ❑ ... Water Main Extension .............Public Private FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Day Telephone: Name: } Mailing Address: City State zip Water Meter Refund/Billing: Meter Refund /Billing: Name: Day Telephone: Mailing Address: city state zip \applications %pertnit application (3.2003) Page a e 3 Z ~ W OC � UQ Cl) C0 W J = F- NU. WO u. Q cl )� = iL W Z f- HO Z H W W U� N 0H WW HP O Z W U= O F- Z i g City of Tukwila � 1906 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 s RECEIPT Parcel No.: Address: Suite No: Applicant: WGW CONSTRUCTION - LOT 7 Receipt No.: R04 -00759 Initials: BLH User ID: ADMIN Payee: EDMONDS PLAT LLC Permit Number D04 -209 Status: PENDING Applied Date: 06/22/2004 Issue Date: Payment Amount: 1,374.04 Payment Date: 06/22/200412:34 PM Balance: $1,617.25 TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 5067 1,374.04 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 882.54 PW BASE APPLICATION FEE 000/322.100 250.00 PW LAND ALT PLAN REVIEW 000/345.830 23.50 PW PLAN REVIEW 000/345.830 218.00 Total: 1,374.04 doc: Receipt "P� �- q t,l Printed: 06 -22 -2004 Z H W UO CO) CO) J }- 0) U- w� U . 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Cit y of Tukwila roe 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 3347400030 Permit Number D04 -209 Address: 4218 S 116 ST TUKW Status: APPROVED Suite No: Applied Date: 06/22/2004 Applicant: WGW CONSTRUCTION - LOT 7 Issue Date: Receipt No.: R04 -01382 Initials: SKS User ID: 1165 Payment Amount: Payment Date: Balance: 1,796.25 10/07/2004 03:29 PM $0.00 Payee: EDMONDS PLAT LLC TRANSACTION LIST: Type Method Description Amount Payment Check 5217 1,796.25 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - RES 000/322.100 1,357.75 PHOTOCOPIES /DUP SERVICES 000/341.690 5.00 PW LAND ALT PERMIT FEE 000/342.400 37.00 PW PERMIT /INSPECTION FEE 000/342.400 305.00 PW PLAN REVIEW 000/345.830 87.00 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 1,796.25 3 ° b� doc: Receipt Printed: 10 -07 -2004 z �W UO ND C0 W J = H �LL WO La cl) = �W z� �0 z f-- �o 0� WW HP LL 0 W z co O z INSPECTION RECORD Retain a copy with permit 2�oy-2og INSPECTION 140. PERMI N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project Type of Inspec i Address: Date Called`. _ Special Instructions: Date Wanted: a.m Requester: Phone No: t Approved per applicable codes. Corrections required prior to approval. COMMENTS: t (r Inspector: "i Date: 1 $58. • - INSPECTION FEE 6QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z �- Z �W QQ � JU UO CO JX �LL WO u_ � = W ? F- Z� W UC1 co aH UJI =U Ll1 Z U= O Z INSPECTION RECORD Retain a copy with permit f INSPECTION NO. PER N CITY OF TUKWILA BUILDING DIVISION �• 630,9 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proj c . Type of Inspectio Ada r y Date Called: ` pLj Spectal Instructions: - Wanted ,/ ate.. F Requester: Phone No: i I i t I Approved per applicable codes. �C Corrections required prior to approval. COMMENTS: k Z67 f, t S I' specto Date: t 5e- 00 REINSPECTION FEE EQUIRED. Prj r to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: :1 Z W JU UO w� LD LL WO LL j Cy = W T Z F_ WO LU U 0 III -O • Z • W 5 C P X z 1 INSPECTION RECORD , Retain a copy with permit S , INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 31 -3670 Project: rj) � Type of Insp ctinn: Addres : Date Called' : [� � — 2•- / Sst ructio Date Wanted: � (�� G.IfC �Df Requester: Phone No: ❑ Approved per applicable codes. ® Corrections required prior to approval. s� r�� _ .Y � •.ter i �1'i y $58.00 REINSPECTIOK FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z }�– Z W QQ � JU 0 CO 0 co W W= J H LL WO 9 -1 W Q N :D = H= F- O W �p UJ U 0 W W �O .Z w L) CO) P _ O Z 2-6 l INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER M CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila, WA 98188 (20 )431 -3670 Project: Type of Inspe Lion: Address: Date Called:. Date Called: Special Instructions: Date Wanted: a. rd. Z- 7 m. Requester: ` Phone No: Fl Approved per applicable codes. Corrections required prior to approval. COMMENTS: A W Inspector: Date: 0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. teceipt No.: Date: 9 Z Z W QQ � JU UO CO W J � LL WO 95 u_ to = W H ? l— O Z f- W W U� O co 0 F- WW H� W Z LLI co O Z INSPECTION RECORD Retain a copy with permit �'� INSPECTION NO. PE N . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: C 4o Type of Inspection: Get./f` Address: . _. Date Called: Special Instructions: Date Wante a. Requester: Phone No: g ' Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: E] $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. teceipt No.: Date: Z Z' � W JU UO 0 W �LL W O. LLQ = �W Z= H H O Z 1-- LU �5 U� ON 011-- WW 7: t ) LLI Z co U O Z INSPECTION RECORD�� 2 '"' Retain a�copy with permit " PE INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION �l 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projec ` �j� Type onw Al r s, ADate Date Called: Special In ructions: Wanted: F Requester: Ph a No: v i Receipt No.: Date: i i 1 I :i Z Z �W QQ � JU UO 0 W TL WO LL N � To �- W Z = F- f- O W F- W U O- O F- WW H H. LL O — Z W U= O �• Z t_I paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD 10" Retain a- copy with permit INSPECTION NO. { P R T NO. CITY OF TUKWILA B U ILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ' Pro, ject: y Type of Inspe tion: , ej rr Add s: Date Called: , ,J Special In ructions: Date wanted: rn Eb Requester: ' Frone No- � I i Approved per applicable codes COMMENTS: 11 corrections required prior to approval. Receipt No.: Date: Inspector, •'" `-" �� Date: / J (� "- " $58.00 REINSPEC ON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z iH- Z W D UO 0 w W N U_ WO LLQ V) D Z 0 �W Z H F- O W �j U V) OH WW u. O W Z U =. O Z INSPECTION RECORD © � Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. :, wm Project: n l loot � Type of Ins ection Address: a Date Called, � o yAa 615 Special Instructions: yl jiG {to- St��/r Vt�► r1u5� l-. Date Wanted: / Q� a.m. t D -) /&5 p.m. Requester: Phon COMMENTS: YZ it q L /05 U ;pector: �, 1 Date: v Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z J- Z W JU UO UD WLLI �LL W 9-1 LL. N d = W F- _ WR W co U� O— o� WW U. Lll U =. O Z INSPECTION RECORD �� ��oq 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* � 1%v ib ��,.. Type of Inspection: W m Date Called: ? Special Instructions: 1 Date Wanted: r- a.m. Requester � -. U C-- Phone No: Inspector: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z =Z JU UO CO co W J 1=- WLL WO LL co �W Z WO 2j U� O� 0H W u. O •Z W CO O F- Z Approved per applicable codes. FI Corrections required prior to approval. M ' INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE T N CITY OF TUKWILA BUILDING DIVISION ; 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -3670 Project: (A) Type of Inspection: rr Irl;Ap I ,-�;V' (/a � f 06; vd Address: T4. 1( Date Called: Special Instructions: Date Wanted: a.m. `?j— p.m. Requester: Phone No: Receipt No.: Date: Approved per applicable codes. Corrections required prior to approval. COMMENTS: \ 1 V `P y W\ Inspecto Date: v � $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z �~ W �QQ � JU UO V) DU- 1 , 1 0 oQ = d. �W z Tr WO W UC3 O �. WW HL) 111 Z co O F- Z INSPECTION RECORD Retain a copy with permit �U INSPECTION NO. PER ,ITN CITY OF TUKWILA BUILDING DIVISION' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: •- Type of I sp ction: � ; — at — eCal Address: S I ec` �-% Special Instructions: Date Wanted: L-1? � ^ p.m. ~/ Requester: �i'2 Ph�np1 Nq: Approved per applicable codes. Corrections required prior to approval. Inspector t ` Date: Z, ,1 y S ❑ $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: 9 Z aF' Z � W QQ � WV U Co W = t`- N LL WO �a- LL N CY = W Z� l'- O W ~ W U� O N. o ff W = U O .Z W U= O Z 0 � INSPECTION RECORD V Retain a copy with permit INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 IS Approved per applicable codes. Corrections required prior to approval. Project: Type of ins ection: Address Date Called: Special Instructions: Date Wanted: Requester: Phone No: Receipt No.: Date: COMMENTS: Inspecto Date: 2-, $47.00 REINSPE ON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. z z W �U UO N o C0 W W_ C0 LL W O 9-j LL Q N� 2 f. W Z H HO z H W W U� O � � F- WW HP LL Z tlJ U= O z INSPECTION RECORD Retain a copy with permit — INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION,_, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 f� Rh P oje t: Type f4nspe ion. Addr • / Date Called: Special I structions: 407 Date Wanted: / a. J Requester: Igo U Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 .4 I ti i a 7 • 1 1 nspector: Date: leceipt No.: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. a t I i z F- W IQQY � JU UO N = W J l N LL, w J LL N =w ? 1- Z� LIJ W U (n_ 0 F- =U LL Z W U= O F- z INSPECTION RECORD / t Retain a copy with permit INSPECTION NO. PERM T NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 20 )431 -3670 Project: `. Ty of I ( , Address: Date Called: Special Instructions: Date Wanted: a.m. c? ( -7 p.m. Requester: r ne No: rs�.Approved per applicable codes. F] Corrections required prior to approval. nspector Date: $47.00 REINSPECfION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1 } 2 Z W JU 0 0 Cl) �LL WO 9-1 ILL co �W ? H 1- O W ~ �5 U .O � E- WW H� L O •Z U= O Z INSPECTION RECORD `t�� �'_ J�� Retain a copy with permit !! � �...� INSPECTION NO. PE I N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) "1 -3670 Project: WGLJ C r S - V Type of Inspection: Address: ,- \I k Date Called: Special Instructions: Date Wanted: a.m. — p.m. Requester: Phone No: D Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 1 n I t " Inspector. Date: I - U ceipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z ~ W JU UO WF �LL WO 9a UD = �. W Z F- F- O Z F- W W f U O � .0 I-- WW H� LLZ U= O Z INSPECTION RECORD Retain a co py with p ermit INSPECTION NO. PER 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188W ` (206)4 1 -3670 Project : /15 Type of Inspectio 1 kdt1.•( /T'\ Address: Date Called:. Sp cial Instructions: ; ' Date Wanted: –7 ` ! Q 5 p.m Requester: ,Phone No--� 7 i e Approved per applicable codes. Corrections required prior to approval. COMMENTS: • � f 1 I � Inspector: > 0 ( ) Date: �` �d �r $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: I Date: Z JU UO W� C0 W WO J U_ 4 = F- W Z H ZO LU W U� O� � H WW F- W Z LU CO) O Z �lz�9 INSPECTION RECORD Retain a copy with permit S INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 1 -3670 Proje t:' !` VLl ki — a Type of Inspection: i Addres : -� Date Called: Special Instructions: Date Wanted:Date Wanted: .m. i��a. Requester: T ne No: '" if Fl Approved per applicable codes. 11 Corrections required prior to approval. i Receipt No.: Date: i � I I { I5 Z Z �W QQ� JU UO Cl) C0 W ur WO 9� LL a = W H Z I-- Z° W U O N O F- WW HL) LL — 0 W Z U to H X. O Z L-j paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD � L,r Retain a copy with permit INSPECTION NO. P IT O. ' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila,-WA 98188 (206)431 -3670 i Project: �� Type f Ins ection Address: Date Called: Special Instructions: 1 Date Wanted: .m, � Requester: Phone No: Receipt No.: Date: r 1 Z �W QQ� JU 0 CO UJ J S2 LL WD 9 J LL j � = W F- _ ? F- F- O Z H W UJ �O U ON o �-. WW F=- P �O .Z W UN O Z u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ION (206)431 -3670 Pr 'ec . 1 1 UVW) -I)VIA7 - 7 Type of Ins eG . 1 f/2 Add ess: D, " r Date Called: Spe ial Instructions: Date Wanted: 6'" `a.m ti P.m. Requester: ` Ph ,�e� X1, - � w M Approved per applicable codes. 10 Corrections required prior to approval. 101MY M J " r L �r w _ M M ' L � t sip = %._ ; AM 0 M Y . WX M r Inspector: Date:.., $58.00 REINSPECTION FIDE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. r elpt No.: Date: M 1 _ Z ;= Z �W QQ� JU UO Cl) U. WO 95 LL U� _Cy I.. W Z H F- O W W W U� O N ` I— WW U i '—' 0 Z U= O F- Z r I INSPEC ON RE ORD Retain a copy with permit INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: orl�y z Type of Ins ec 'on: , Address: / � .Lt.__ r Date Called: Special Instructions: Date Wanted: Requester: - Phone No: Approved per applicable codes. Corrections required prior to approval. _V L -.. ��r• ter_ IC _ A _ i Inspector Date: $47.00 REINSPEc FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: Z JU UO W� LD LL WO L� CY ry = W ? F ZO W U� ON G� h- WW HP O W Z U= O Z U INSPECTION RECORD l Retain a cop p erm with it -tJ��� a�1 INSPECTION N0. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: n j1 11 Type o spection: fw x H. Address: Date Called: O S Special Instructions: Date Wanted: a.m. C;� 10 _ U P .M. Requester: Phone No: Approved per applicable codes. O Corrections required prior to approval. COMMENTS: P P ► �1 P P P of t\ l l Inspecto : Date: - $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. teceipt No.: Date: W Z z . W� JU UO co = S2 LL WO g o LL cod = W ZO W W U� O N WW W Z. W O O ~' Z INSPECTION, � G �� ' Retain a copy with permit INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: VV Type of Ins ection: a, 6'7-' 1 /1 Ad resi : � t ( j-y, � Date Called:2 Z 105 Special Instructions: .., ► Date Wanted: Z/3 /O5 p.m. Requester: l� °' ,, -•• Phone No 1 6 F Approved per applicable codes r r COMMENTS: 4 _ L E h' t l Corrections required prior to approval. �c ►I r. sect �:. Date,: -- REINSPECTI FEE REQUIRED. Prior to inspection, fee must be .paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. eipt No.: Date: i7 Z fi- '~ W JU UO WW �LL W O U. 4 CO)� = �W Z 2 H- ZF- W U� O� D H = U H� u. O Z U= O F_ Z W39MM I ►I r. sect �:. Date,: -- REINSPECTI FEE REQUIRED. Prior to inspection, fee must be .paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. eipt No.: Date: i7 Z fi- '~ W JU UO WW �LL W O U. 4 CO)� = �W Z 2 H- ZF- W U� O� D H = U H� u. O Z U= O F_ Z INSPECTION RECORD Qo � - 2 O Retain a copy with permit I INSPECTION NO. PERMIW CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: �" � vV �' Con Type of Inspection: . Foo-�' n Dra l h 5 Address: / f /bib ' 5 t Date Called: Special Instructions: Lof 7 Date Wanted: a.m. Requester: Do u Phone No: 206 7q5 — J K Approved per applicable codes. 11 Corrections required prior to approval. COMMENTS: (, fY 0 0-e 0 Inspector: Date: f , $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 iH Z . W QQ � JU UO W= S2 LL WO J U_ d co = a �W z = I— t— O W ~ W U� O - o�_ W H� !6O .. z W U= O z INSPECTION 'RECORD Retain a copy with permit d �� INSPECTION NO. PERM[ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr 'e tt 6o Type of Inspe 'om 40 �fZ Address* 6..� 7 .�' s. i Date Called` ��'�0 _ Special Instructions: Date Wanted: p� a.m. �0 -- .m. Req ter: Phone F] Approved per applicable codes. !ceipt No.: Date: Corrections required prior to approval $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 9 Z W" OC � UO CO 0 co LLJ J = S2 U. WO LL Nd = W F- _ ? F- Z� 5 U� N � h- WW H� LLI Z co O ~' Z I INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION S Z 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 = 3.6.70 Ptrojectt :(� Typ I Ins ection: , Address: F � Date Called: / � f 4 -2 Special Instructions: Date Wanted: ! ll a.m. Requester: r� Phone No. , ao �- ! U 555 REINSPtGTION Ftt RtQUIRtO. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. i Receipt No.: Date: f Z 2H `~ W tY � UO ND C0 W J H D W O LLQ co T l.-W Z i- I— O W I— U� OT 01-- W LL I O W Z U= O Z Approved per applicable codes. Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO:' CITY OF TUKWILA BUILDING DIVISION_,"_' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr je. t: Type of Inspecxi_ n: ode Addr s: Date Called: _ Special Instructions: Date Wanted: P.M. Requester: M. Approved per applicable codes. Corrections required prior to approval. �W � Ss C �.�Ir • c FAF �:, I L .� • . i�. LIM M. Inspector: ��j Uate: E l REINSPtCTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: 9 Z �Z W Q� JU tU 0 CO)O J = �LL W O. 9 -1 U. Q N= =a f.. W Z F- E- O W ~ W U� O - 0 1.- W H� tL O W Z U= O Z INSPECTION RECORD a Retain a copy with permit INSPECTION NO. ' PE T N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 )4 1 -3670 Ve Type f spection: al Add ress. � - � f Date Called: Spe ial Instructions: Date Wanted: a.m. p.m. Requesterl . P r9 9:'\ -73 Approved per applicable codes. MV required prior to approval. COMMENTS: c l ) )" 0 \ Q _. kj . pl� u 91 Uj -3 1 Ihspe tor: Date: 3.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be d at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. tecelpt No.: Date: Z z . W �QQ � JU UO W= co LL WO LLQ _ �W Z f- w �5 U� O c. o I— WW H� LL Z LLI co O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMA NO. CITY OF TUKWILA BUILDING DIVISIONY. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 =3670 Project Type of Inspection: J Addres : f _ - Date Called. Special Inst u Date Wanted: a.m. .m Requester: Phone No: Approved per applicable codes. 10 Corrections required prior to approval. 0 Ilnspectorf J IDate: ✓ _, I v X47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Zeceipt No,: Date: Z ~ W JU UO CO 0 w= TLL WO LL Q co = �. W Z F- Ir— O Z H W 5 U O �'. o�- WW H� W Z U= O Z INSPECTION RECORD D04 - 2 0q 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: W&W Consf Type of Inspection: 5ewcr drain Address: ,4, , g G S t 64h C+ Date Called. � � � J -05 Special Instructions: a I .-Of 1 Date Wanted: M. ,—JL, — o p.m. Requester: Dou Phone No:2 ❑Approved per applicable codes W <ks O Corrections required prior to approval. s 1.1� J1 ! � ♦C.ir/ J t 0, we-11MMMA $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z z W JU UO to o J = U. W O 9-1 LL = W ? }- t- O Z H W W U� O - 0 i- WW U. 2 111 Z U= O Z 1 - ] INSPECTION RECORD `` Retain a copy with permit .! INSPECTION NO. PI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 P ojec • ) Typ of Inspe tion: A Address: ��-� S o, Date Called: � Spe ial Instructions: Date Wanted. a. m. Requester: Phon Apprdved per applicable codes. Corrections required prior to approval. COMMENTS: 1Gt. ✓ OL ,n � -P,,r ' � , 1 V' t\ P r c Inspector: Date: �} a $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z ,H Z �W QQ� JU UO CO J = H NLL W O LL co = a f - W Z = F- O Z H W W U� ON � H W H LL- O ..Z W U= O Z INSPECTION RECORD ,l Retain a copy with permit v0 t/ ~�" o INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: S Address: ...���" 4 12-1 6 Date Called: Special Instructions: 7 Date Wanted: a. m. p.m. Requester: Phone No: Approved per applicable codes. 55S FI Corrections required prior to approval. • I � I I Inspector: J r v Date: ! � Receipt No.: Date. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter'Blvd., Suite 100. Call to schedule reinspection. i z iH z W QQ � JU 00 CO W_ �LL WO J LL co C1 �W Z= �O z r- W W U ON 0 f- WW H L). W Z 111 U =. O E- 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 Y� SJ Project: l Type of Inspection: S SS Address: 0' / •� i Se / Date Called: Special Instructions: Date Wanted: a.m. LcJ U W ,Lv fS Requester: SS �� Phon o: Approved per applicable codes. El Corrections required prior to approval. C All A � UAWAM tt Inspector: 6, ) Date: V f FJ X47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 7 Z Z W JU UO W FW=- Lo U. WO J Cl)O = W ? ZO W U� o C0 0 F— W W H- W Z L11 U= O Z INSPECTION RECORD. Retain a copy with permit - b; U � INSPECTION N0. F2O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 6)43`13670 Project: of Type nspectio : � I A ) ( 6A) ild , A d ress: Date Called: ` ISpeeial 1 ; I structions: Date Wanted: a. M. ) y p.m. Requester: Ph ne No• / X -1 Fl Approved per applicable codes. n'Corrections required prior to approval. COMMENTS: i 't' ow 1l t r X 1 - O l r J loovr rno o v, A e &A-ct v�k d A -94ai 4 ' per C._ _ ra in nspector: r Date: � $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. teceipt No.: I Date: Z Z Q � W W� UO Cl) J= D LL WO U? U' a = W H I— O W 1— W U0 N a I•-- WW H� W Z L11 U= O Z I: l INSPECTION RECORD Retain a copy with permit k INS TION N0. PERM T N CITY OF TUKWILA BUILDING DIVISION � 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206�41�3670 P oje : r Ty� of Inspectio _ n l Ad ess: fate Called: V Speci I Instructions: (/a � C) f v ( ba� P n Date Wanted: o a.rrl: p m Requester: L�)9� — 15rie r o ` V S Fl Approved per applicable codes COMMENTS: G!/ Al ? via , 0, - 72) -0--/ P . � e L i.,✓ r rl�vJGt 7`` r l !/ i V/ /J IoN Corrections required prior to approval I $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Z �Z ~ W JU 00 CO Lij J NLL w O u_ N �W ? I z� W U� N 0 H W LU H LO .. Z UU O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION -.6300 Southcentet Blvd., #100, Tukwila, WA 98188 (206)431 -3670 I Fl Approved per applicable codes. Corrections required prior to approval. Project: Type of Inspection: Address: S . �& Date Called: �y Special Instructions: Date Wanted: a.m. p.m. Requester: Vzz '8 Phone Now Inspector: r ' Date: 2 V c $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be t paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: r am Z J-- Z W 5 UO NO C0 W J = co U- WO U- Q N� = a. f - W Z �. �O W �j U CO) 0H W W H L Z 111 U= O Z INSPECTION RECORD Retain a copy with permit Fo INSPECTIO NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 { ; PtRM 0. (206)431 -3670 P of c T e of Inspe io res : D to al ed: o Spe Instructions: Date Wanted: /f bO a.m. p.m. Requester: Phone No: P r 7 C.1D &Pproved per, applicable codes. Corrections required prior to approval. Inspect r: uate: /72- 1 -/ 1 7.00 REINSPECTION EE REQUIRED. rior to inspection, fee/must be paid at 6300 Southcen er Blvd., Suite 1 0. Call to schedule reinspection. Receipt No.: Date: Z }�- Z W QQ JU UO W = S2 U- WO LLQ D �W Z �O W H �5 U N 0H WW LL Z 111 Cl) O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 -3670 Projec : /@ [i' ✓V 77' L�7 Type of Inspection: f r Address: L4 'Z) v Date Called: 1 ) ) Special Instructions: Date Wanted: / a.m. 2 `� p � P.M. Requester: Phone No: Z Z W UO C/)� W = (0 U. WO �a Cl) �W Z ►- O W F- W U� O� 0 F- WW H H u' O ill Z U= O F- Z Approved per applicable codes. n Corrections required prior to approval. INSPECTION RECORD q Retain a copy with permit _ INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 l rojec);-I'\ � Ty p f Inspection lei A dress: Date Called: f t / 0' P Y' / t \ f t h Sp cial Instructions: Date Wanted: Req ester: Phone No,: / � ^ r�� Y U - 0 7W Approved per applicable codes. Corrections required prior to approval. i i COMMENTS: lei �t P Y' Y \\nc nyt \\n \ f t h Inspector: Date: I `_ S � 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: z �Z "~ W JU UO N co LLJ D WO � 9-j LL _CY I— W Z— = H Z� W W U� co o�- WW u. O .z W U =. b F z F �. ! INSPECTION RECORD Retain a copy with permit 1 INSPECTION NO. � CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I i Inspector: Date: `o '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 a 9. ■0 M41-1 Vii' 1 -3670 Pr je t: M � � Type of Inspection; Address Date Called: Sp cial Instructions: Date Wanted: m•' Ibl n loy P• Requester: o f O (A -' e P one NIm I (� '(� �5[ V ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: (I r 1-e i 1 C r rc o f O (A -' e •P 4 �k S J S 1 Ct P kr V'-0 V\ '� - c Y P _ h l l all vr 6-t cid r\ P> w\ -� �\ CrJY -�rvc4 ' ` k r` t - A C U s vc�'k �� \hclvcl� A V'01 U )CA �1S Gv�� A V' tit W �\ 1 AJ G `� S �2 1 VV\ \ v\ i V\n 0 w\ �J I (' PG V' fn V\ Z }_— Z W QQ � JU (3 0 CO 0 W = S2 LL W La U� 2 �W Z = H- O z F- W W U� O � 0 Fr WW H� LL Z U Co' 1= _ O H- Z r^ Feb 09 2005 1:53PH HP 4nSERJET FAX Structural Design Associates 2210 Hewitt Ave, Suite 401 Everett, WA 9820 Phone; 425. 3394293 FaX 425 -252 -0916 December 8, 2004 JWS Do "*n Associates 8924 121 Ave SE Newcastle, WA 98056 Subject: Building Official Inspection Comments SDA Ref. # 2209 To wtwm this may concern: At the request of John, with JWS Design Associates, this office reviewed the subject pmjed to answer tt o building'inspector comments. 1.- The Simpson H1 connection is adequate on the scissor truss if the bottom chord of the truss has direct bearing on the top plate of the wall. 2 (2) 2x6 may be used to replace a single 3x6 for panel edges and the sill plebe, as long as they are nailed together with the panel edge nailing as shown on the shearwall schedule. 3. The full strap capacity Is not required. At least (14) 16d common nails are required into the beam (see attached calculation). 4. A eftle VAnch diameter bolt is inadequate to connect the Simpson GLB5A to the 6x10 beam. A Simpson MST27 strap with (2) "Winch diameter Hilt! Kwik bolts (or equivalent) with 3 winch concrete embedment and (12) 16d naas are required. Please confect this office if you have any questions concemiing this lefts;. Very truly yours, Chris Covington, P.E. RED 10 'na ZO+ � 9 0EP � TIWS P.2 UOSdW;S -M • .o qaj i�, n�.:i�e;.: ,a.'r .:J'.yNx..r�.,v;a4J.u.7;rsi ..:'.em:r„is.au+K•a..r.,t y.;,wr,i�+4x:: aarwiv:•�++% `J::awiiJNk.J,l'r3.v J&7uriiarw 'rxW;' z.« +.� au:.:�.,,•,s.: a; µuwn� .::.w:+= .:.ttv,�+iw:�`.x.ww�� z JU 0 Cl) W = J i. CO LL w C W. Z �. I­_O w ~ w �p O N. .0 H w LL O ui z U= z Feb 08 2005 2:53PM HP LRSERJET FRX 31M1A z IE 0 fIl to V! LU 1010 N { W W GO a)) P.3 p ` MS T. - 3 - 7 (- 1 ,6 �►. h 1 r , M o r V 'I- 'n'Z G C- Can 62) 3frLTs e m q MSS 2._.7 W/ (.2). 1 / Z" IV H 11.T1 k w 1 K. P.S6 1�,t/ CONC, E1�'t$ 4 L lbitA NA-t ws �ojl- Zo q r r) 1 ; , rinij t ...O 0 J.'. .. S,tIIt :I 111 , 1 DEPARTMENT •d E E9 uosdwig • M uor ea e:OT SO SO qaA z w. 5 L) UO w� LL.. WO G U . (J)a �w z �O w 25 U ON O I- wW �F LL O w z U =. O z J Struc'ucat Design Associates. 2210 Hewitt-Ave, Suite 401 Ever^ WA 98201 Phone: 425- 339-0293 pax; 425 - 252 - 0916 January 21, 2005 51B51�18s'AE - Toffy #'148 Bdkmn, WA 98004 Subject Sill Plate Connection To whom OHS may con ern: At the request of Terry with Baypoint Corporation, this office revim ed the Subject connection a single 2x added above the 3x sill plate, as shown on tfis approved set of drawings. The silt pleb must be connected to the foundation per the shearwa8 schedule, and the plywcood sheathing must extent from the bottom of the sheeiwaU to the bottom of the 3x silt plate. The 2x plate must be mailed to the 3x ai plate with 16d spaced at 16 -icx*m on center, - this offtoe if you have any questions concerning this letter. w"71. P.E. ®as$9 boy- 2.09 I ,- T n 1 n hnnC BUILDING • SdwTS - M UOC e2e:01 So So qaj •• •..'.. ':11 �J .. S. w'. ils: i .:sne'tY.L'awtwnw+..+ww.w✓o-.nr. �.�:. ... :'.. . �... � .one.. +.. ..r:+ .;..:a+ . • ,... z '~ w oc � UO N CO Lu J = H � wO LLQ CI) CY f - w z }-. f-- O z F- w W UC3 ON o F- w w. LL O . W z U =. O z ey )P 1 S30dX3- �VYAI N011D3NN0!D J00a /2j0Olj a3MOl ot p 11" )0 dos. tit J11;7 Ntfld aid TIVMW3HS NYId bad WV38 - �L (dKI) 3 inmmOS TMM2 k 213d N01103NNOD ONV 31VId hol -Log Mold Mad TIVMhV3HS 33S (dolt) (mad l3NVd) 0 0 .Z lope_ ONV (3003 13NVd) .9 0P8 /M 3008 m00'19 NVId 83d NN00 1:130031 /SSIRll NVId aid N31dH21 /SSnUj �- (In-LS br 10 SINN P9t (£) /M 039031 9x '0'0 K 9 O P9 /M 2130031 01 5NIHIV3HS 11VN 1 N3W1BVd3G.' Maims 900Z Z NVP a3AI333H y � r M La x _... NOTICE: IF THE DOCUMENT IN THIS FRAME THE DOCUMENT. -THA THIS NOTICE IT IS DUE TO THE QUALITY OF Dec 08 2004 3 :03PM HP I.RSERJET FAX StruotuW D"gn Associates 2210 Hewitt Ave, Suite 401 Ewem t, WA 982M Phone: 425- 3394)293 Fax: 425- 252 -0916 December 8, 2004 JWS Design Associates 8924 121 Ave SE Newrasffe, WA 98056 Subject Holdown Alternate SDA Ref. # 2209 To whom this may corroenr: At the request of John, with JWS Design Associates, this office reviewed an alternate hoklown for the upper level front shearwans. A Sbapeon MSM meal be Deed to roplaoe MO Simpwon HDSA shown on the app" set of drawWgs. this office if you have any questions cormming this letter. Chris CbvWon. P.E. r P. RECEIVED FEB - 4 2005 BUILDING DEPARTMENT w ;,�y _,• w:l.. :..sS, :, «< .'+.4.= �•...ia+a. : +1..� :},.. .a.- :i.- .,.n,n w.iAruu;ixdwA.. t5.rw. <!w„ «uv: e^4 :vt w,t....... «.�. r., vh: A. wi+. F :w:w. Z = Z 5 J U' U0 U cn w J H C/) wO �M U.? NCY =w z� w 2 5. U0 .O W U- 0. z ui U= O Z �._..: 1 &X I DDF #I GL6 rbA x -'� w = S r�/g" w/ LZ) 3/4 "0 AW7 BC)LTS . -* S D W L EA yrZT f x v m off' C uj Z r �� It milm ki REVIEWED FOR CODE COMPLIANCE APPROVED NOV - 6 2004 iii Of ila BUILDING DIVISION C l) # 5 X Z' -D" L E)Wo VF VT g' X I ' — 2 I/ Z "CaNC! EA F A ( C 4 c4)# 3 Tl ES 0- 4 "o /c TD' P i i FRE i i x18 " M4KW /L (D T3 EA WAY 7D AL r i r ril C-ONC COL / FT& CONN. 3/4, 1' —O'l I 1 1 $. UR I Zoo RECEIVE orry o): TUKWIL4 OCT 2 2 2004 PaR MITCEN Tgn Z ~ W Uo 0 w= U . Wo La =d F- w Z= ZF- �5 U� N O �- W W L H� — 0 Z U= Z � f r tv I oil ill .a++i'I.vn. wore... v.E..er�'Naa! M.�.ei.1•ay. , I. EXPIRES � ^�� fO � oNI � J - 0 i NOTE: situ. I REQ U IRES DFn tE 4 STUD 1f 6 - mx4 4> 2' -8 I/2 vy,..:. t:.:. _: ,a',. L.i ✓:zssls"istt.J;.iw .:5.��.:....:;.::..t v'.. �.kx4,. v:tv�,l.,.:.;.,..u..:.:.:n•.n« ... ,... i. �..,.. ... ...........+ «.u..,m.:L..c.a.. ,,w uw.N.w.w..�.. e.,... ... .,h �„ x,......... ..............w . a. as nw+w 'twl:ww .a . op 2004 PREtfix- am 1..)aL11 FAN ®� v.o. 4xb DF z W UO cl) 0 J = F- cl) LL WO LLQ N� 2 �W Z F- I- O z !- W W U� O- 0 H- W Hp O ui z U= O z J DF, S 1 5 (Z,6�c�� Z Z ri i.� 1 �L Z - 31zfl : l 1 4 , I - - 7 . � Z Coc) .7 It 4-fi -bg I L/ P PV--fz. 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MA EXPIRES T ATPP z Z JU 00 Co 0 Cl) Lu Lu m J F- D LL w 0 u- Co LU 0 z �- lu LLI 5 C0 0— ol-- Lu w m F- 0 ui z CO) o z 1 ur Ili w ujwui i s =T �•� c' c s r1 y C: N (.I <1 j r r `t i '_off -_ � � Z O / A �1 _ •� �/ E5e::>y- 3 CIO �o - Z t m 2 l Ib CV1 � rte- {2 -�.� = � .1 � _ � ►—� _ � � .� (q l �' S Y ►3► cwr- /e- 25;6tvA-7- �,, O V C - Z C i i or ���AES j- 1 ATFR A A o� pro ocr 2 � p ?pp� A AMi� o � NTR R 4U c c;-. z W t�t � JU UO cn 0. CO Lu N V.. w L_ co d =w z O F— . W U ON o E- , W w HL) UO z W CO O .Z City of Tukwila FILA Pool it rok- StevenV Aullet, Mcryor ,-� —,. Aar:- r_.....J'V 1' r V�lll M .� epartment o ommunity nsI ruction docu ' ?"au r 6300 Southcenter Boulevard, Suite # Tukwila, Washington 98188 V�QIa 011 a''" C0 Of Z?l'r�l� l ;r'. �, Rea rl Pt Phone: 206 - 431 - 3670 of approved flo' � r� 1' l `Id conditions is aciZn_ © � qn ed; Fax: 206 - 431 -3665 C; Web site: http: / /www.ci.tukwila.wa.us By Revision submittals must be submitted in person at the Permit Center, the mail, fax, etc. Date: Plan Check/Permit Number: 1101 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # SURIECT TO � t119w=0 toa Revision # � after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: f. /X 514_ Contact Person: Phone Number: 4 7 �l s / ' , �JO S G T jle k i �.�.,G• ! O✓ / CITYOFTUKWILA 1 U 1 V 1 V1 I I 1 V U 1* 0 0 ' MAR 2 4 2005 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 34GS Entered in Permits Plus on pp ications orms -app ications on lineVevision submittal Created: 8 -13 -2004 Revised; ::.i.d1 „:I •a ..,77e,yw.wu:: i.d- n+isr: svYY✓.waa9 ».af Yr 'a� # k. .k .1 aary� REVIEWED FOR CODE COMPLIANCE MAR 2 4 NO pity Of TOk"Ariia z ;�. Z �w 2 D UO NO J � LL w O U. = �w z zR W5 U� ON o� w LL O z uj Cl) O z Summary of Revision: /hri.►���`�o�' f� �a� .�u�- row — �61e✓kaA -G s W CI1 J � MEW 0 0 cm NOTICE: IF THE DOCUMENT IN THIS FRAME I LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY _ . ON • tv 00 0 .p O N O BONDQTY- TUKWILA SITE.XLS ' G p--r DATE 25- Aug -04 j PROJECT NAME I SITE ADDRESS BOND QUANTITIES WORKSHEET Building Permits S 116th Street Project PROJECT NO. $71 ,919.00 Fill in those items which pertains to this project and return to the Department of Public Works t Q � l9'GM I1NI'f PRICE QUANTITY PRICfi CLEARING AND GRUBBING $5,000.00 LS 0.31 $1,550.00 EXCAVATION & EMBANKMENT $10.00 CY 40 $400.00 CONCRETE DRIVEWAY $20.00 SY 52 $1,040.00 A.C. PAVEMENT $5.00 SF 1080 $5,400.00 D SUBTOTAL $8,390.00 s 4" ADS PIPE $12.00 LF 80 $960.00 CB TYPE 1 $950.00 EA 4 $3,800.00 CB TYPE 2 $2,000.00 EA 8 $16,000.00 DISPERSION TRENCH $100,00 LF 50 $5,000.00 TEMPORARY EROSION $5,000.00 LS 1 $5,000.00 SUBTOTAL It 'N y eTed by th 1 5 't is 98 lsA t BrN�� ance wi ,cEu4rent 1000 1ty stars ar s. cceptance is subject to errors and omissions which do not authorize violations of SUBTOTAL adopted standards or ordinances. The responsibility f*iAAWslr%qW§y of the design rests ttlWt4o with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance SUBTOTAL and will require a resubmittal of revised drawings for subsequent approval TOTAL Final acceptance is subject to field inspection by the Tublic Works utilities inspector. Xc 5T v� q By ' � v e Ct e (� -- ,r3.o J �� a i 0, �DOr- $30,760.00 $1,350.00 $2,800.00 $2,000.00 $6 ,150 .00 AO xt V 1� 4 $3,400.00 M V "" D `d J $3,400.00 G 3 1 2004 $48,700.0 I ,.�r•. PUBL WORKS OF T N � b U Cl. I lzect cl� CORREC���N LTR# _�.-- AUG 3 kwiZA 2004 pERM ����'N r� a Page 1 DD+ q Z �Z W UO N Cr) W J H NW WO lL N Cy = W Z� F- O W ~ W U� S �- WW W Z LLi CO o� Z ',Jill Mosqueda - Re: D - 0 4-209 . WM WO# Page 1 ` i From: Richard Takechi To: Jill Mosqueda Date: 9/13/04 11:24AM Subject: Re: D04 -209 WM WO# Depends. If they are going to use the existing meter and service line, then no w/o is required. If they're going to abandon both the line and meter, then a w/o is appropriate. Please let me know what they're going to do. By the way, the Allentown sewer connection fee was paid for this property, but they still need to hook -up. >>> Jill Mosqueda 09/13/04 10:21 AM >>> 334740 -0030 1 believe this lot has an existing meter that will probably be upgraded. So, I think this one does not need a new WO #. Is that correct? L. Jill Mosqueda P.E. n1 z z . �w Q 2 JU U O CO 0' wi U) U_ w O' U_ Ud Z f.. H_ O z�_ D o, U O N wW H V. �O Z. L11 U CO OF Z ly -, B, YPOI NT CORPOROTh . A 2001 W.S.E.C. CHAPTER 6 Cnnvrinht' 20nd Plnn • TkA /C hFCTGPI _ 1A7(1 PI AKI h.. +., • ;;19d/nd Q., "% /G GLAZING WORKSHEET - VINYL FRAMES Room Ty W (ft) I H (ft) l Area(sq.ft.)l Quantity Area (sq.ft.) U Value U A Total (sq.ft.) Total U A MAIN FLOOR FOYER SIDELIGHT 1.33 6.67 8.87 1.00 8.87 0.35 3.10 BATH SINGLE HUNG 2.00 3.00 6.00 1.00 6.00 0.39 2.34 ' BEDROOM 3 SLIDER 6.00 4.00 24.00 1.00 24.00 0.38 9.12 ' BEDROOM 4 SLIDER 6.00 4.00 24.00 1.00 24.00 0.38 9.12 BONUS - SLIDER 6.00 4.00 24.00 1.00 24.00 0.38 9.12 0.00 0.00 0.00 0.00 _ 0.00 0.00 TOTAL MAIN a " 5.00 86 .87 32.80 UPPER FLOOR FOYER PICTURE 4.50 5.00 22.50 1.00 22.50 0.35 7.88 y " - " LIVING PICTURE 4.50 5.00 22.50 1.00 22.50 0.35 7.88 LIVING SINGLE HUNG 3.00 5.00 15.00 2.00 30.00 0.39 11.70 « ; LIVING B. AWNING 8.00 7.12 56.96 1.00 56.96 0.36 20.51 Y « DINING B. AWNING 8.00 5.50 44.00 1.00 44.00 0.36 15.84 ` x. KITCHEN T. AWNING 2.50 3.50 8.75 1.00 8.75 0.36 3.15 MSTR BDRM SINGLE HUNG 3.00 5.00 15.00 2.00 30.00 0.39 11.70., BATH SLIDER 4.00 3.00 12.00 1.00 12.00 0.38 4.56 ? >• POWDER SINGLE HUNG 2.00 3.00 _ 6.00 1.00 6.00 0.39 2.34 0.00 0.00 0.00 0.00 0.00 0.00, , TOTAL UPPER d��i 11.00 232.71 85.55 SKYLIGHTS KITCHEN 2.00 4.00 8.00 2.00 16.00 0.51 8.16 0 .00 0.00 0.00 0.00 0.00 0.00 @ "rk 0.00 0.00 0.00 TOTAL SKYLTS 2.00 �� ;rr,,�^ �n" r�i,,� 1 6.00 .1 8 6 SUMMARY TOTAL 1 TOTAL 2 TOTALS � .z tg;:�'�F a��? 7Y- �?��Y?�3�`' aIF' �.' i� .�.��?�`��DS������F #�f�i+.��5, ,.�.5k�'".�t�" �;�:��`'�:�th�p:�r�;r� 335.58 126.51 GLAZING %= = TOTAL 1 335.58 = 20.09% COND. AREA 1670 AVG. U- VALUE= = TOTAL 2 126.51 = 0.38 TOTAL 335.58 FZLE OW ITy E T(VK� wII A JUN 2 2 2004 PERMIT CENTER Doq16, Z 6� , gy� 5/28/2004 04026.xls t ..; 75::' �.,,. �. ��++ ��A��o.. G: �.« ir!. x�YC. an... tr�rvvwr�• I t�'"..".!° i, e• et<+ 'canR�.'i^S?:'�Tr'l��w,�•i�):'; ; rM., tY : {4 "f,��k�r�J,?�w:t';iq,�s�;�u, .. •>?anY: . �'T!a us 4un4»�.5.` 4- � r w.. :.Y:.w(s....a+ ..a. er.a... -..u�. .....ra.. ..x ._.�•xrvur� . .... � ...... l I � REVIEWED FOR CODE COMPLIANCE SEP 2 3 2004 •ity °uklvw - ia BUIL DING DIVISION Z �Z �W JU UO c o a W = �u- WO 2 QQ LLQ co D 2 �W Z 1- F- O W �5 U� 13H wW LL O W Z U= O z I FIGURE C.2.B TYPICAL DOWNSPOUT INFILTRATION SYSTEM roof drain 4" rigid or 6" flexible perforated pipe ------------------------------------------------- infiltration trench sump w /solid lid PLAN VIEW NTS /1 roof drain i overflow 4" rigid or 6" flexible splash block perforated pipe _ oil /water -- - - - - -- ------------------------ separator A o level ° p 000 ° ° D ° aoa washed rock a C ; p ° °° �' - -- -- -- --------------------- - _- 4_.,.__.a ° _ mesh screen � CB sump w/ fid- lid..._,. _ _ REVIEWED — F — ' A PROFI R � VIEW CODE C R i T FM ►�,.ro��a. ��- SEP 2 3 2004 filter fabric — compacted backfi missions, -- --°��� 4" rigid or 6" flexi le C4 Of - fVi la p o0 0 00 ° ,perfo pipe BUZ!„D.!N Q j ° °o p ° °o -�._ j � a v ° a Q° a v ° o washed rock 0� Q °° Q 4� Q 1 1/2"-3/4 ��R�R \ 0 ; RYMN SECTION A NTS Small Site Drainage Requirements 911/98 C -13 2 W JU 0 (D o U- 0 L L i �W Z !– O. Z H- W W U� = W ~ H u O W Z U= O Z Structural Design Associates x North Star Building 2210 Hewitt Avenue, Suite 401 Everett, Washington, 98201 Phone: (425) 339 -0293 Fax: (425) 252 -0916 STRUCTURAL CALCULATION LATERAL ONLY SDA #2209 JWS DESIGN HILLMAN MEADOWS LOT 7 TUKWILA, WA 05/27/2004 FILE cop �1�1s.rro �r, �t,an Q Z }�. W �o( WU C1 00 CO �R J i N U. Re• \ jp IANC CODE CO CY w Y w U ON. W UJ U' O .Z w C O Z RECEIVED !'I'Ty OF TI JKWII A JUN 2 2 2004 PERMIT CENTQR Do qwZoq EXPIRES 1131()t, I Job// l zzc Nut Ili Star Building 22101lewd( Ave., Suile,101 Desigil Eveiv.11, WA. 98201 (425) 339-0293 L,UC/VI'IQN i U K 1,-,l I LA cmi ciumuA anti UIiii (bi - 111 J-311ildhig, Codo Dililding Codes ........................ LIT OF TUVNWILA Duildi1q), Depattillent ................. Seismic Zone.. ; ........... I ........... 113 xposille IC I Wind Zolle .................... . ........ 130 mph L SQlLS_Q_1;LrrE Suils ("Olisul(alit ....................... Repoli, It ........................... s ..... De"Ifilip, Pressure ....................... 011ici..................................... MAMMALS CLURERLA Cunti etc (28 Day Sti - 016 , ( Fumidations & sh"O of' 25001)Sl S (Itle t til - ti l Si ..................... 25001)si Willis ............................. ;. i. Fu 25001!s', Columns ............................ 0111el................................. Ik e i ll r kirc i ti g Steel — A5'I. A-6 15 Grade 60 Grade 40 (Field l miA all welded Ormle N) Solid Orouled . ) Sf' Itispected? Yes No .91111culial Steel Astm A- Comiceturs AS*j'M A-36 Fy = -16ksi' weld U-leettodts 131,70 = I I kst' Wood SaAvll thilber grades Joists ............... Purlifis, p osts:. I , I I i I.—, Cjlu-lalll (umbel. g j- jj & (24 r-*V4) stwPle sl.)M (24I-V8) for conli levels Or cut'11.1illous butulig Plywood BA - adc 11111( 1of ink(A!X ....... At A Itated ltoor- 15/32 cdx — Pl --- 24/0 Floor: 3 / 4 TS 0 c&N -- P) ='I 8/2'1 z w 00 CO) CO) CO) U. a LL CO) D C1, LLI 1--0 z I-- UJ 5 CO, 0 a H ILI u j L ) LL 0' iti z CO, 2 F - X: 0 z ,�tuuctural Desigii North Star Building 22 10 Vlowitt Ave... S'ui(o /10 U - tt, WA. 9820 1. vci e (425) 339-0293 LOADING CIUTfJUA irogy Job # , -* 04- CSC C_ AD LOAL) = V. 1 F Live toads Residential — 4 Opsf(reducible) Office — 5017s.(.'Q Curi aod Where allowed, live load is , reduced by 0.08% Pet s(I'larc foot For afe"Is W gro:,iter thaft Mshua Waxiomm toductioll. otO% J-c)t 11 I's lo,..).(] JI olip lovel oidyaild 60%.I.'of Otlict-11-10111bas. iz.::= om (A— 15o) z W . D 00, (I)o CO w UJ 3: J F- S2 LL w 0 LL C0 _ a F- LU z P 0 z �- LLI LU CO) .0 a � w w LL z CO) oF- z Material Lu, Floor Coverilig Carpetatid Ilad 3.0 floor S'llcathilig 3/4 '1*(-vz( CDX 2.2 Coiling 1/ 2 OW13 M i iq ( S 13 2. /18 1 .0 AD LOAL) = V. 1 F Live toads Residential — 4 Opsf(reducible) Office — 5017s.(.'Q Curi aod Where allowed, live load is , reduced by 0.08% Pet s(I'larc foot For afe"Is W gro:,iter thaft Mshua Waxiomm toductioll. otO% J-c)t 11 I's lo,..).(] JI olip lovel oidyaild 60%.I.'of Otlict-11-10111bas. iz.::= om (A— 15o) z W . D 00, (I)o CO w UJ 3: J F- S2 LL w 0 LL C0 _ a F- LU z P 0 z �- LLI LU CO) .0 a � w w LL z CO) oF- z Structural Desigi.) &ismchi(cs .11)(111 -Z Nol Stal Buildilig I.) to 22. Hewitt Ave, SUil.0 /101 - C J."N'cl WA 98201 025 339-0293 LOADING CIUI*El(IA FOR ROOF AND/Olt CEJLJN(: )( nil wilt Room Atka (.'-I Callopy or Mal)mard [foul' L'I Ceiling OJ)IY O(Ilcr Will Material l' ; ,:...... .. l lZo vling Aqahall- Shingles — __ .3.0 81)(1.tttling ol 15/12 C.DX 1.5 R38 3.0 06 1 il 1 5/8 OWD 2.t, Fixtures — mcch" 2.6 l:,;jcctl Misc., 2. t , um.A.L.0 5 V�W Live Loads V<Sijow Load — 25 jis.f-:1101) MAICC-0610 I Only — 10 p'A is 111crecaso it) F b andi. of"l %, allowed bor (if lo"Ro 1 � t. z D 0 0 CO) a CO) ui W U- UJ q U- cl) W 0 z ui D 10 M 0 W C.) 0 z Z TW N EIS) DES OF-J F- LoLfi-' i N 7-v kwI l_ Ar v l 1 i ?" A r3 L.= I C ,4-Vi _ , 4-- (Z = 20 = Z i 104 4�� cE ) +-G t d- t4- C Z D9+ 54- s I C ZCPq - t LV QI = �t zi S 4- Z S(- z �j> 4- Z.. `C�> .l 1 4 4- a, t �� 4-[3, So t o,+ �, S 4-0 I I *"V 1= L, 2 (f- n rr�� = 3Ce�Y L)C1 14 5 ��I SV►� � C.� l (� �z Sbs D Qe _V I 1 0101*9� NLCb A - P'PL- , `�/ r-CD - r7-+ -1 s MC.r P ^ cc> C� F— - 7 -- O Z 4 - ; 3 z s pS i-J IIyc I(,: I °\ S" 1 130. I t S, r, Z 3 i z Z �w QQ JU 000 CO a CO W= C0 w w 9 -1 U.D a =w �_ Z �- 1- o W ~ w U� o� wW U. o w U= o� z 1, /-A z � 2` JU U O' U o' CO =` J F.. N LL: w O. J LL Q CO) c =w z �= O z �- 2 �: U O N'. W uJ. H U L ~O - Z 111 CO) H H; O z MCE Parameters - Coi „arminous 48 States Zip Code - 98188 Central Latitude = 47.447736 Central Longitude = - 122.273462 Data are based on the 0.10 deg grid set Period SA (sec) ( %g) 0.2 133.7 Mao Value. Soil Fantnr of 1 0 1.0 046.0 Map Value, Soil Factor of 1.0 1, /-A z � 2` JU U O' U o' CO =` J F.. N LL: w O. J LL Q CO) c =w z �= O z �- 2 �: U O N'. W uJ. H U L ~O - Z 111 CO) H H; O z I ,� �/ -- C S`l > , ► l W 6,15 - z- ( o 4 ct 3 d-ct lz el Z I S ( jEt UA " /V S d 2 - v, rz, T= = 1 .5 to Co ((�. C � �� 7� = 1) w _'� "i> i A-�P 9089 =_ - — I B C 7 - 2 07, (76) rS �=o� 1 �, �l �l,�- r �.,.•� Pra- -t,c.. � ; t t s (t � 3� = , t S 3 �' NA-1 L-S CJ 2eo DOC Z w 2 JU D Uo Cl) w a CO UJ J�- CO tL 0 Ei LL cl) W 0 z �- WW 2a U 0 (J) 0— M F- W LLI m I-- U. z Cd C0 U p o z 4—q /V S d 2 - v, rz, T= = 1 .5 to Co ((�. C � �� 7� = 1) w _'� "i> i A-�P 9089 =_ - — I B C 7 - 2 07, (76) rS �=o� 1 �, �l �l,�- r �.,.•� Pra- -t,c.. � ; t t s (t � 3� = , t S 3 �' NA-1 L-S CJ 2eo DOC Z w 2 JU D Uo Cl) w a CO UJ J�- CO tL 0 Ei LL cl) W 0 z �- WW 2a U 0 (J) 0— M F- W LLI m I-- U. z Cd C0 U p o z . t y PP I"=1z c� roc. `t' s 1 �l�r -fZ i�\�.g -vt� C w L = /r 44.ci (� L Z 73,C , 4 , i --�7 . Z C . �S) • 5�{S e C F C,5 TEA 44PI osu q -C, 4-- -°► 2.8E �` ✓S �� "-b 5 A; W 1n3t" Itr - Z (r S t3L z 3 4 t I � ' 1 T- 445 3 i z �� t✓ �� tr M S'fi 3 , V P P c L bt ZC35� -P (3" 2 C 41 fQ 2 C Z W OC 2 D UQ w= NLL uJ 0 LLQ cf) = W Z �_o w ~ W U� o� WW tll Z U= z De O'v Q Ar' C_ Cc 4, 1 (O.BZ)(D. USE �i in iii X X 1-1 til 0 t . I V . 4 c . I C, I " fl i I' F3(-- 7 7- *SO(, CA ­4 (D,B'L-)CO . = , 7, 3 ----> USE 0\1 OK TU R N I NG1, -; X4-) + 4- 4- t c 14D 14--A- 6.,X Co -S L T>ff- 'S_ L -t ZL\- 1 13C z - ;s 010.+. 1 0 (2;z c o - Z (5) :1 :2 USE. AN T tO. D\j E F, Tu Km I W&A o Y-- 1\-g DVERTIJ IAN INLo FZ_ C -7 (0, X IL Ob Es z *--w W D C/) co w w m i �_ CO U. w o Cf) D CY W OR W Ul 2 5 D 0 0 co , 0 0 �_ W Lu F_ 0 z co F_ i t:. -:,-: W !U L! IIX 1) rr) n, Ch C C' ,ri l CJ •- fJ J C! CJ (! c�rJrJ r Z 3 z , 3► 4-- f 16. Z.5' rk---_ z 3S 1.0151- 131 �, -W- M - Z31� C �r z W uc 2 UO co w W= U- W O LL =W CY Z �. t-o z �- 2 W U o �' o�- WW U. ui z co O .z • Title : Job # Dsylte: Date: 4:17PM, 26 MAY 04 Description Scope: Rev: 580100 User: Kw-06031es•Ver5.6.1,z5.od•2W2 G enera l Footing Analysis � Design Page 2 wa (e)1983.2002 ENERCALC Engirwring Softre Description Soil Pressure Summary Z Service Load Soil Pressures Left Right Top Bottom Z DL + LL 275.29 275.29 275.29 275.29 psf DL + LL + ST 275.29 275.29 1,045.30 0.00 psf Factored Load Soil Pressures J U ACI Eq. 9 -1 392.91 392.91 392.91 392.91 psf U O ACI Eq. 9 -2 385.40 385.40 1,463.42 0.00 psf CO W ACI Eq 9 -3 225.23 225. 855.23 0.00 psf W = ACI FBCtOrs (per ACI, applied internally to entered loads) ` J � CO ACI 9-1 & 9 -2 DL 1.400 ACI 9 -2 Group Factor 0.750 I UBC 1921.2.7 1.4" Factor 1.400 W O ACI 9 -1 & 9 -2 LL 1.700 ACI 9 -3 Dead Load Factor 0.900 UBC 1921.2.7 "0.9" Factor 0.900 �. ACI 9 -1 & 9 -2 ST 1.700 ACI 9 -3 Short Term Factor 1.300 ....seismic = ST' : 1.100 LL Q d Z� H O Z F- g5 CO O WW H� • u. O 111 Z U N. 1-. O Z 1 i Title : Job # Dsgsir: Date: 4:17PM, 26 MAY 04 Description Scope : ,, Ar- Rev: 580100 : 1 lher :KW-0603169,Vet5.6.1,25�Od-2002 General Footing Analysis & Design Page 1 (c)19832002 ENERCALC Engfneering Software Description General Information Calculations are designed to ACI 318 -96 and 1997 UBC Requirements Short Term Increase 1.330 Width along X -X Axis 6.000 ft Seismic Zone 3 Length along Y -Y Axis 5.500 It 0.000 in 21.412 in Footing Thickness 18.00 in Live &Short Term Combined Col Dim. Along X -X Axis 21.50 in fc 2,500.0 psi Col Dim. Along Y -Y Axis 8.00 in Fy 60,000.0 psi Base Pedestal Height 0.000 in Concrete Weight 145.00 pcf Overburden Weight 0.00 psf Min Steel % Rebar Center To Edge Distance 0.0014 3.50 in Loads - -- -- .��----- - - - - - -- - - -- ------- --- - -- -- -� Applied Vertical Load... Dead Load 1.081 k ...ecc along X -X Axis 0.000 in Live Load 0.826 k ...ecc along Y -Y Axis 0.000 in Short Term Load k Applied Moments... Dead Load Live Load Short Term Applied Shears... Dead Load Live Load Short Term 6.00ft x 5.50ft Footing, Max Soil Pressure Allowable "X' Ecc, of Resultant "Y' Ecc, of Resultant X -X Min. Stability Ratio Y -Y Min. Stability Ratio Shear Forces Two -Way Shear One -Way Shears... Vu @ Left Vu @ Right Vu @ Top Vu @ Bottom Moments Mu @ Left Mu @ Right Mu @ Top Mu @ Bottom Creates Rotation about Y -Y Axis (pressures @ left & right) k -ft k -ft k -ft Creates Rotation about Y -Y Axis (pressures @ left & right) Creates Rotation about X -X Axis (pressures @ top & bot) k -ft k -ft 16.210 k -ft Creates Rotation about X -X Axis (pressures @ top & bot) k k IN t L�- (._ A(-I_ k k k p Caution: Y(short)ecc >Widt 18.0in Thick, w/ Column Support 21.50 x 8.00in x O.Oin high DL +LL DL +LL +ST 275.3 1,045.3 psf 2,000.0 2,660.0 psf 0.000 in 0.000 in 0.000 in 21.412 in 1.541 1.500:1 No Overturning CA I9-1 ACI 9-2 1.41 psi 2.11 psi 0.37 psi 0.37 psi 0.55 psi 0.55 psi ACI 9 -1 0.20 k -ft 0.20 k -ft 0.26 k -ft 0.26 k -ft 0.33 psi 0.33 psi 5.96 psi -2.11 psi ACI 9 -2 0.18k-ft 0.18k-ft 2.26 k -ft -0.89 k -ft Actual Allowable Max Mu 2.264 k -ft per ft Required Steel Area 0.244 in2 per ft Shear Stresses.... Vu Vn " Phi 1 -Way 5.962 85.000 psi 2 -Way 2.106 170.000 psi 9 Vn' Phi 0.95 psi 170.00 psi 0.10 psi 0.10 psi 3.36 psi -1.36 psi ACI 9 -3 0.07 k -ft 0.07 k -ft 1.27 k -ft -0.57 k -ft 85.00 psi 85.00 psi 85.00 psi 85.00 psi Ru / Phi 1.0 psi 1.0 psi 12.0 psi 4.7 psi As Req'd 0.24 In2 per It 0.24 In2 per it 0.24 In2 per ft -0.24 in2 per it z }�- Z �W JU UO (D Q co LLj J � (0 LL WO LQ U) Z CY F- W z H t- O W �5 U� ON a I- W H� - z co O� z � / n � 3 ©ND l CU ATe l u itt e, 03. a v5-� r� - ?,�2 f u 7707\ (f z �z oc w D UO CO a. W = �L WO LLQ co d = W z Z° U� O �'. � F- W LJ H� LL .. z' W CO O ~, z f 7X GtJ��C .: - - 7 7 e- f u 7707\ (f z �z oc w D UO CO a. 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NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR ' THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUME EDMONDS PLAT LLC 329 NORTHWEST 2ND PLACE 4218 SOUTH 116TH STREET Return to: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Above this line reserved for Recorder's use DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Grantor /Borrower: n Gam} Fos, Grantee /Beneficiary: CITY OF TUKWILA, a Washington municipal corporation Document Reference Number(s): ---Do y- 0?0 Section/Township /Range: /V 1 0 a' y Assessor's Tax Parcel Number(s) 3 3 4 17 S/O 00 3 0 Property Address: Property Legal Description (abbreviated): "7 I ��'��.nans /'�e�o'.� �o �►v � 1 I DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Form approved 2003 Page I of z �z '~ w JU 00 ND Uj N U- WO iQ V = f .. w z t- E-- O z E- W ON 0 F- wW LL O wz CO 0— P: _ O z r The Grantor, gio'" J5 Nq 1 1-6 6 "' , conveys, warrants, and dedicates to the CITY OF TUKWILA, a Washington municipal corporation, the following described public water /sanitary sewer /storm water utility improvements: APPROXIMATELY: w�ek(- 5�e i��'�e.. b Yi-e, I M 'e Rc) Y, ENGINEERING COSTS: $ ` CONSTRUCTION COSTS: $ 7 b U TOTAL: $ DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Form approved 2003 Page 9 of L� zz }= Z J U UO moo. J = H N O W� J LL Q C Cy: W Z Z F- HO z F-. W �p U O� OH W W. U U- ~O W z. U) HH. O z �1 situated in King County, State of Washington. DATED this day of %al , 200 GRANTOF Is (title) STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day of Agri / , 200 - , before me personally appeared Je�f re y 4. �1 krer , to me known to be the NI e-m, ei- of Edm onds P/a� LLC , a Washington corporation, that executed the within and foregoing instrument and acknowledged the said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute and in fact executed said instrument on behalf of the corporation. Given under my hand and official seal this . YA day of rr , 200 aLb" 6Z. /� GE A. � '1110 � Type /Print Name lA iC - -A. Dear o NOTA/gy ���'� 76-0 $ 'A0 144 04L WASN��,.= Notary Public in and for the State of Washington residing at Renfo� My Commission expires 6 DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Form approved 2003 Page 3 of L( Z �z UO CO co W J = H �LL WO LLQ �D = �. W z� 1- Z LU o co oF- = U F— L o ..z W U= O z (print name) lw'wt 4- DEPARTMENTAL APPROVAL: F;!�n Public Works Director RECEIVED FOR FILING: J e Cantu, City Clerk UJ ACC AND APPROVED for the City of Tukwila this day of 200 _5, CITY OFTUKWILA B teven M. Mullet, Mayor I DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Form approved 2003 Page � of L z �Z JU UO C/) co W J = H N U. WO J U. Q N d = W Z F' z O — W W U� .o �'. 0 f-. =U H� u" O ui z U= z May 21 04 03:35p L. I 111 *11 111-1 p.2 Lawyers''1 "itic Agency of Washington 2702 Colby Avcnuc, Isvc;rctt, WA 95201 Order No. 354 644 ©' y.'Vr 1 0. 9 v_ bo T N cv q*bv� +ap I 'O,�y. RECEIVED MTY OFT( 1 WI) n JUN 2 2 2004 This sketch is pruvidcd without charge, for your infuriation. it is not intended to show all twitters related to the property including, but not limited to: area, dimensions, casements, encroachments or location of boundaries. IMO RMIT CENTER not :► pat of, nor dory it modify, the c;orrunitmcntlpolicy to which it is attached. The Company assumes N(? 1 for any matter r�ldtcd to this sketch. Reference should be made to ar► accurate survey for further �utornuui0m For 1004 -251C (Rcv. /03) ORIGINAL ,P• r ev 3 - 7'a- G�2 -� V ✓ -. N V V J — 9 Z Z �W 2 D JU UO N W i H CO U- WO J to I" W Z H ~ZLI 0 L �5 U� O� o I-- Ww H� Lt. O Z W U= O Z 20011019002303 May 21 04 03:35p When Recorded Mad To Dallas Stafford 7535 S Lakeridge Drive Seattle, WA 98178 02 3 DT 13.00 Space Above This tine for Recordin g DOW OF TRUST THIS DEED OF TRUST ( "Security Instrument') is made on lo^, S , 2001 The Grantors Ronald t Simmons, an unmarried man (Borrower) whose address is 506 27 "' Place South, Renton, WA 98055 The trustee is T ransnation Title Insurance Company, ('Trustee "),a corpor whose address is 14450 NE 29th Place, Bellevue, WA 98007 The Beneficiary is Dallas Stafford, an unmarned man (Lender) whose address is 7535 Lakeridge Drive, Seattle, WA 98178 Grantor hereby bargains, sells and conveys to Trustee in Trust, with power of sate: tho following described real property in Kin County Washington p.1 g Lots 6,7,8 and 9 in B k 1 of CD Hillman's Meadows Garden Addition to tho City p ( of Seattle Div No 1, according to the plat thereof recorded in Volume 12 of Plats, page 64, in King County, Washington Tax Parcel Number 334740 - 0030 -02 V' TOGETHER WITH all the improvements now or hereafter erected on the property, and all casements, appurtenances, and fixtures now or hereafter a part of the property All replacements and additions shall also be covered by this Security Instrument All of the foregoing is referred to in this Security Instrumont as the 'Property" This Security Instrument secures to Lendor Borrower's obligation to make monthly payments pursuant to a Note, dated the same date as this Security Instrument, in the amount of Ono Hundred Thirty -two Thousand Four Hundrr;d Twonty -seven and 68/100 (U S $132,427 68 ) This Security Instrument secures to Lender (a) the payment of the obligations evidenced by the Note, and all renewals, extensions and modifications of the Note, (b) the payment of all other sums, with interest, advanced to protect the security of this Security Instrument; and (c) the performance of covenants and agreements under this Security F Instrument RECEIVED rJTY OF TI IKWII A JUN 2 2 2004 PERMIT CENTER DC)q1Wz09 :` Z = t �~ W JU UO ND J F- CO LL WO LLQ UD = F_ u.l Z t— I-- O Z �5 U U 0 F- WW F- L —0 W CO O Z Re - lential Sewer Use Certifir"' ion (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. P % lease print or type) + _ ►,r��� / Owner's Name )JA s1 (Last, First, Middle Initial) Property Tax I.D. Number :P - 740 DDS Subdivision Name Subdiv. # Lot # Block # Building Name (it applicable) Property l�l� Street Address City, State, Zip VV Owner's Mailing Address (If different from --jtW Owner's Phone Number City or Sewer District Date of Connection Side Sewer Permit # & : a Demolition of pre- existing building es XNo Type of building demolished? Sewer disconnect date? E Monthly Rate . tx on ue . 0. th D Residential Customer check appropriate box: Equivalent (RCE) - fa mily ZSingle 1.0 0 Duplex (0.8 RCE per unit) 1.6 O 3 -Plex (0.8 RCE per unit) 2.4 LOT 7 O 4 -Plex (0.8 RCE per unit) 3.2 O 5 or more (0.64 RCE per unit) A ZD No. of Units x 0.64 = O Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is corre t. I understand that the capacity charge levied will be based on this information and any deviation will require resubmissi n of c acted data for determination of a revised capacity charge. Signature of Owner /Representative Date Z I* Print Name of Owner /Representative �arj -!--;f 1057 (Rev. 8/01) White — King County Yellow — Local cl Agency Pink — Sewer Customer z �Z �W JU UO UD J t LL WO U_ Co d = W z� H O W �5 U W o I— WW H� O .z w co O z T' C� t�tR' yf° 5�; �; r „iYNt+t�Y ;rrt:l:" .: ........... .............:.. ...v.,.....,.t�• mono- a4�r• crc« vr• �r'«. ��..,.......... rrv..._ w. a i4�..:'...• ui ,xw +rrrvt <..r,- ,.;.w.,..r...,.; w*t Sy'�.�Z�i'MI�.}�'�S�'t; I Property Contact Phone Number ( ) Party to be Billed w4lJ 6011 - ow P a r ty 's from Mail Address .5m iu 7j T/' Prt 's in I Rey "ential Sewer Use Certific -' on (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) Owner's Name Property Tax I.D. Number 3 Yr7-/D _� Subdivision Name M gAd M6 5 . Subdiv. # Lot # / Block # Building Name (i1 applicable) Property L og 1 10, 5 1 O• Street Address f City, State, Zip Tfi(.K �l ` Q- �• Owner's Mailing �z 9 N vJ 2 Address a different from eQV 1, 1 /) 47 e 01� above) /�G� yV l'1 D Owner's Phone Number (775 )2 01 6 SZ Property Contact Phone Number (' ) Z76 Party to be Billed 6 WN EK (if different from owner) �e�� Party's Mailing Address � U City or Sewer District Date of Connection Side Sewer Permit # Demolition of pre- existing building? Pfe ❑ No Type of building demolished? U SE_ 4 R 'G Sewer disconnect date? 6,1T14 MElIv 6.£S Residential Customer Please check appropriate box: Equivalent (RCE) l?r Single- family 1.0 ❑ Duplex (0.8 RCE per unit) 1.6 ❑ 3 -Plex (0.8 RCE per unit) 2.4 ❑ 4 -Plex (0.8 RCE per unit) 3.2 ❑ 5 or more (0.64 RCE per unit) J No. of Units ! x 0.64 = ❑ Mobile home space (1.0 RCE per space) No, of Spaces x 1.0 = For condominiums, please fill out Supplemental Form A in addition to this form. CORREC ION LTR# 1044020 I certify that the information given is correct. lydderstand t the pacity charge levied will be based on this information and any deviation will require resubmissioVO corrected d etermination of a revised capacity charge. Signature of Owner /Representative Date Print Name of Owner /Re 1057 (Rev. 8/01) White - King County Yellow - Local Sewer Agency Pink - Sewer Customer . 1' �'. 1�' �. 1 ,R�P?Y'4?r�??i".,..�:..�.�f'tti 11' w. s�aa ;r�y?r.+r�a�.w:nr+�c::'�::�:" ,._........,...._:?:. q, �'..:...* v, �rt"..<« u* �rq, r, �r.? s' +'nvrraar•rars�rc�nh;.q..:..s.r .�.,r- ,.'+cx..no., ,r,�.,� •en,Er �. R.., s-.,: n^ r, �!�.MSXJwr^P.+S�i'�Y'c�R,�ftY+h z ~w t � JU 0 0 CO H CO lL w UQ CO)� = �w Z = F— W� w U� N_ 0 F— W u O w z 0- O z 1' July 8, 2004 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Keith Menges 329 Northwest Second Place Renton, Washington 98055 RE: CORRECTION LETTER #1 Development Permit Application Number D04 -209 WGW Construction — Lot 7 — 4218South 116` Street Dear Keith: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Public Works Departments. At is time, the Planning and Fire Departments have no comments. Building Department: Jim Dunaway, at 206 431 -3674, if you have questions concerning the attached memo. Public Works Department: L. Jill Mosqueda, at 206 431 -2449, if you have questions concerning the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted throymb the wail or by a messenzer service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Z, Stefania Spencer Permit Technician encl xc: File No. D04 -209 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431.3665 Z �w oC � JU UO NO J = �w w O 9 -j wQ = E- .wt Z F- �o Z �- w Uj � o U O� 0 f-- wW H �- O W Z O Z O.' W �soa 'O 2, August 24, 2004 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Keith Menges 329 Northwest Second Place Renton, Washington 98055 RE: CORRECTION LETTER #2 Development Permit Application Number D04 -209 WGW Construction, Inc. — Lot 7 — 4218 South 116` Street Dear Keith: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Planning, Building and Fire Departments have no comments. Public Works Department: Jill Mosqueda, at (206) 431 -2449, if you have any questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in Person and will not be accepted through the mail or by a messenzer service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefania pencer Permit Technician encl xc: File No. D04 -209 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 9 Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 Z Z �w �D JU UO CO U_ H cn LL- W �� LL- ¢ = w Z F- O Z 1-- W W U O— 0 H w HP LL O w Z co O Z PERMIT COORD COP a PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -209 DATE: 06 -22 -04 PROJECT NAME: WGW CONSTRUCTION - LOT 7 4v f) SITE ADDRESS: SOUTH 116 STREET X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after�before permit is issued DEPARTMEN 9�_ Buildin Division © _, p 9 Fire Prevention � Planning Division Public Works 11 Irctural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 06-24 -04 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route [?( Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only c� CORRECTION LETTER MAILED: Departments issued corrections: Bldg X Fire ❑ Ping ❑ PW [ Staff Initials: S' PERMIT COORD COPY Documents /routing slip.doc 2 -28 -02 DUE DATE: 07 -2204 ❑ Not Approved (attach comments) z '~ w JU UO W� �LL wo LLQ co D = ~ w z �O z f- w W U� ON o�- W LL' O . - z W co O z PERMIT COORD CORY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -209 DATE: 07 -23 -04 PROJECT NAME: WGW CONSTRUCTION - LOT 7 SITE ADDRESS: 4218 SOUTH 116 STREET Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after /before permit is issued DEPARTMENTS: Building ivision Q Fire Prevention ❑ Planning Division ❑ Public Works LANA � $,,_,. jtructural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -27 -04 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 08 -24 -04 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW6( Staff Initials: Documents /routing sllp.doc 2 -28.02 ❑ No further Review Required ❑ DATE: PERMIT COORD COPY z �z �w aa JU UQ J = Lo LL w LL D =w �_ �o z� W W U� 0— o �_ wW H- tL o .z W U= O z ....:..:.. :... :..,.... -� . ,i ;� ,; i�':` r�. i., r.-. i,.; v4 �vw. .: iuw- ol., ti>..,::::.; �.. �: 3i�:,.; �:<:... ±�7 7Saw�. t%.wts�iktl!x+Jn�'L�; '�C.11y •u:2i:.,i :iu�+s..:tn ,- .e., '•,.uev.v,.awe mni:.::,.r::w.v..iwu,:uWuti+a :.1��a'�t'.w. PERMIT COORS COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -209 DATE: 10 -22 -04 PROJECT NAME: WGW CONSTRUCTION - LOT 7 SITE ADDRESS: 4218 SOUTH 116 STREET Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 afte permit is issue 7BJ DEPARTM E ja � inn 15-ft h/- l U, I( 01 01 tote [� sl ivi�ibn [ Fir Planning Division Public Works tam Structural -s- El Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -26 -04 Complete I Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R TING: Please Route Structural Review Required REVIEWER'S INITIALS: 47 APPROVALS O CORRECTIONS: Approved Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Documents /routing slip.doc 2.26 -02 DUE DATE: 11 -23 -04 Not Approved (attach comments) ❑ ❑ No further Review Required DATE: z w JU 00 CO co W W = F- �LL WO UQ CO 0 = �W Z = F- �_O z i_ W �5 U 0— 0 I_ WW LL O •z W co O z PC - RMIT COORD COPy PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -209 DATE: 08 -30 -04 PROJECT NAME: WGW CONSTRUCTION, INC. - LOT 7 SITE ADDRESS: 4218 SOUTH 116 STREET Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # after /.before permit is issued DEPARTMENTS: Building Division ❑ Fire Prevention ❑ Planning Division ❑ Public Works Structural ❑ Permit Coordinator M QA DETERMINAIJON OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Comments: DUE DATE: 08 -31 -04 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 [g Notation: DUE DATE: 09 -28 -04 Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Documents /routing slip.doc 2 -28.02 W.. , . .. ..: �.. f..:..: } Ji..1.t:1x. • a arJ, ...m 4fn ' > »�3�F'� +4 ^da. �, a, �' a. , tdd at ,•. ., ; •., , . .,..•. ," ... .ti � . + . � i•�Y,i,a�nhT.t . 4.�t�•:4:i%•c. �.- .:3'3uivaBauYLi `' a�:, y.:x�y�l.baw:�«;iaai:uswa.�lua• �.u'w,w:.ww', wWG..hl:;w.r'« � ,a`�+.aulrwiiJ::i]i:'r.C+lJw.. z i� w D UO U) o co W J = �LL w J LL ¢ F- w z �_O z�_ W �5 U� O� o F- wW t— �' O •z W U= O z PROJECT NAME: �� �� � ���" PERIti'Y"_ - ' NO:. �d y - Site Address: YZl P' S. / /rv�"� .�P'. - -- Original Issue Date: Id l y REVISION LOG Revision Date No. I Received I Staff I Date Initials Issued I Staff Initials i 1p 2Z -a y :ItS Summary of Revision: v� Received By: Received By: Received By: e1-t-}� M FA — ) (please print) - Revision No. I Date ! Received i Staff I Initials I Staff Initials Date Issued Staff Initials Received By: Received By: 1 Summary of Revision: Received By: (please print) ' Revision No. I Date Received Staff I Initials i Date Issued Staff I Initials Summary of Revision: Received By: (please print) R:No. vision l Date I Received I Staff Initials ( Date I Issued I Staff Initials Summary of Revision: Summary of Revision: Received By: Received By: %P 1 =03C jig I„kl Revision No. Date I Received Staff I Initials Date + Staff I Issued Initials Summary of Revision: Received By: z �z �w QQ JU U0 CO co w J = CO LL w U- Q (O :D = �w z HO z F-- w LL) U� ON 0 F- wW H w Z ui U= O z « .� �� , y , � � � , r r � n t f1F....!ur�./9`MS'� 'M 'u']Y , . ,tnn�/R ror.t.W'rt•:Nrk �, rkM? p^ iLrnaua�* � niM :!�;T9vl•R ? �y t�BTE�r�� +. "i�`YS "�'"t��h i "N:tI'- °---• - . K . r.:. �7.+. 5,'.. xW: u:...' �'' �.. «w�..:..,}�:::t".t li;. ..w.c�+L::� +w:>...:�dreaa+S�I .. 1 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 REVISION SUBMITTAL / Y Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted drrougli the mail, fax, etc. I , Date: �✓ 0 Plan Check /Permit Number: L Response to Incomplete Letter # esponse to Correction Letter # ❑ Revision # after Permit is Issued vision requested by a City Building Inspector or Plans Examiner Project Name: ral Project Address: l/ Contact Person: & -1A Phone Number: L12-6� n 26 O / 7 Summary of Revision: ,?? DSO 7 5.E- s / , (I , )4y y0t- s � R u� 2 1 /' RM � rC FNt E ,� -- Sheet Number(s): "Cloud" or higlrliglit all areas of revision including date of revision Received at the City of Tukwila Permit Center by: J Entered in Permits Plus on 08/06/03 Z Z �w JU vO o. U) H CO LL wO L L CO = �. w z M F- O Z I- U� ON 0 H W W F- LL — 0 CO O Z City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL , Revision: submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 2 Plan Check/Permit Number: ��� C) l '� - z- C ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Addre Contact Persoi pEBM CEPITEVI Sheet Number(s): "Cloud" or highlight all areas of revision including date revision Received at the City of Tukwila Permit Center by: 0 Entered in Permits Plus on \ appl icationsWorms-appl i cat ions on line evasion submittal Created; 8 -13 -2004 Revised: z �Z �w Q2 JU UO 0 W= �LL w LLQ �d =w t-- O z F- w LL) U� ON 0 F- wW LL — 0 .. z w CO 0 1-- z 1r 7 1 ;K��L:tiiuX.?.y N Y; I'll G116 W G',"J' (►TY 5 TUKW � EB - 1 200 I C7 % 2 -, City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director REVISION SUBMITTAL Revision: submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 0 ZZ— C) Plan Check/Permit Number: / ❑ Response to Incomplete Letter # j 6 ❑ Response to Correction Letter # ❑ R vision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Addre Contact Persoi Summary of Revision: OCT 2 2 2004 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: / Entered in Permits Plus on b� Applications Forms - applications on lineVevision submittal Created: 8 -13 -2004 z H Z W JU UO N co W J X CO LL w LL = �w z X H w� �5 U� co o1-- w LL —0 W z U= O z City of Tukwila 0 Department of Community Development 6300 Southcenter Boulevard, Suite #100 f= Tukwila, Washington 98188 ip Phone: 206-431-3670 1908 Fax: 206 - 431 -3665 Web site: http : / /lviviv.ci.tulnvila.wa.its Steven M. Mullet, Mayor Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3�`7 Plan Check/Permit Number: ❑ Response to Incomplete Letter # PM Response to Correction Letter # 2 Revision # after Permit is Issued D04 -209 ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name WGW Construction, Inc. — Lot 7 Project Address 4218 South 116 Street Contact Person: Keith Menges Phone Number: / )Wp .���j Joe he /a )c tV / /)/ 49� 4� 7 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: "C Entered in Permits Plus on 8'A pplications forms- applications on line evision submittal Created: 8 -13 -2004 1 Revised: z ;= Z �w QQD J UO U J = F— CO LL wO U. � = w z F- O z I-- w w U O- 0 H ww U- 0 .z w CO O z Summary of Revision: •1N3Wf100a 3Hl =10 ,urivn 3Hl Ol 3na SI 11301ION SIHl NVHl NV310 SS3i SI 3WHZ =1 SIHl NI 1Navyn00a 3Hl =1I :30110N DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGI EXP .. DATE . CC0.1' ,. -' WGWCOGW9.62JR:.'04 %19/2006 EFFECTIVE DATE 04/19/2004 F625- 052 -OW (8197) Detach And Display Certificate W G W CONSTRUCTION 329 NW 2ND PL RENTON WA 98055 PROVIDED BY LAW AS REGISTERED AS CONST CONY GEIJE EXP DATE REGIST...# • /19/2 CC01 -WGWCOGW 04/1 Please Remove EFFECTIVE DATE And Sign a CONSTRUCTION ' Identification W _ G - W 2ND" PL Card Before 329 NW RENTON WA. 98 r Placing Its 1 Billfold Signature AND INDI3STRI DE OF LABOR -- Issued by F625- 052 - 0(9)(8197) A x . •'N �• .• .. 'iii': • •'•'t '.`�.. j. % %r� ' - � �1' (:; ?�;i'4: ;. -. • :its ' 0 GENE RAL NOTE 5 (CODE All materials, workmanship and construction shall conform to the 2003 Edition of the lnternatiorial Buildi Code requirements and all applicable codes and authorities mving jurisdiction. EU+LDING Type VN Site Class: D Occupancy Group: R3 Wind Exposure: B Contractor shall verify all dimensions and conditions in the field, provide temporary bracing as requir until all permanent connections and stiffening* have been installed. Ir is the contractor's responsibility to identify all discrepancies or confusions to the designer at the time they are noted. FOUNDATION Unless a soils investigation b a qualified soils engineer Is provided, foundation design is based on an assumed average Boll bearing of 2000 PSI Exterior footings shall bear 1' -6" (minimum) below finished grade. All footings to bear on firm undisturbed earth below orga surface soils. Dackfill to be thoroughly compacted per specifications. Provide 2 0 4 (minimum) continuous bottom of all wa i le and footings. CONCRETE PSI MINIMUM CLASS AND USE f'c SLUMP BACKS /C.Y. A - 'Footings and 2500 3- 4 5-1/2 foundations ' B - Slabs on grader 2000 8 - 4 5 -1/2 1. Air - entraining agent (3% to 6 %) to be used in all concrete flatwork exposed to weather. 2. Pozzollth 300 series (4 oz. per 100 of cement) to be used In all concrete. 3. Mix may be designed in accordance with the provisions of Section 1905 of the IBC. 4. Water - cement ratio per IBC Table 19042.2 t 19043 RE INF-ORC INCA STEEL ASTM A615 grade 40, reinforcing steel details shall be prepared by an experienced detaiier approved by the Designer and conform to stawarc: practice outlined in ACI Report 315. CONCRETE COVER OF REINFORCING 3 Concrete poured against earth - 2 Formed concrete with earth backft I L 1 -1 /2 " Beams and columns (stirrups, ties) walls exposed to weather, slabs on moisture barrier. I Wells, Inside face. .Lap column v erticals, Class "A" concrete and masonry column and wall verticals 40 diameters (2' min.). Lap a ll other reinforcing 30 diameters (2' min). Splices at tension regions she II not be permitted. FRAMING All framing to comply with IBC Chapter 23. Nail sizes and spacing to conform to IBC Section 2304.9.1, Table 23-11-5-1. All wood in contact with concrete to be pressure treated. Exterior hangers to be Simpson ZMAX or equal (GI85). Structural design is based on the following allowable stresses (un is in PSI): LUI* STRENGT�46 (units in p Fv F`0 E JOIST, RAFTERS: i-IEM - FIR 0 2 15 850 1,300000 BEAMS, HEADERS, LINTELS)GIRDERS: 4" Nominal Nom -Fir 0 2 0 15 850 1 3000100 4" Nominal Doug - Fir «: 95 875 1,600,000 6" Nominal Doug -Fir 0 1 85 1350 1,600)000 GLUE LAMINATED TIMBERS: Doug -Fir Larch (24F -V3) 165 2400 i,800,000 02F-V3) 165 22" 1,100000 (2OF- V3) 165 2000 1,600000 LOAr) ING: Roof: 15 PSF DEAD LOAD + 25 PSF t-IVE LOAD • 40 PSF Floor: 10 PSF DEAD LOAD + 40 PSF L I VE LOAD • 50 PSF Coil b PSF DEAD LOAD +5 PSF LIVE LOAD • 10 PSF Deck 5 PSF DEAD LOAD + 60 PSF LIVE LOAD = 65 PSF Interior Partition: 10 PSF Exterior Partition: 1e► PSF Bolt heads and nuts bearing against wood to be provided with flat cut washers. Wood bearing on or installed within I" of masonry or concr to be tr eated with an app roved preservative. Sold bloek!ng of not lass than 2" thickness shall be provided at ends and at all support or ,joists and raft ers. Between supports provide blocking or approved bridging at 8 " -0" o.c. fir floor ,joists, 10'- 0" for roof ,joists. Typical sill bolts to be 5/8" diameter at 4' -0" o,c.t embed 10 ". All metal Framing anchors and hangers shown on drawings shall be "Strong Tie Connectors" as manufactured by eimpson Company or approved equal. WOOD TRU55E5 bhaii be factory fabricated trusses. Design and fabrication steal! conform to the requirements of the International Building Code. Engineering design and shop drawings weari the stamp of a prof engineer regist In the State o u4smingt and showing ail details of construction Including bracing. Trusses she II be designed For uniform loading es follows: Top Cord 83 PSF or tributary ar Bottom Cord 1 PSF of tributary area F a br icat or sha be approved by the Designer. 3 "�� `' ��•- . y, �`'+► Gi` '•�'.• }y. .�.k1 1,... .' 'fir • -I ".,... ..... ... �. � . . ..... I STRUCTURAL GLUE -LAM 1 NATE D T I M5E R SI sII be Douglas Fir fabricated to the requirements of U.B. Product Standard PS S6. Lumber shall be of such grade to provide normal working stress values of 2400 pet In pendi 11100 psi In tens 1600 psi In compression parallel tO ralrlt 4bC psi compression perpendicular to gram And 16S psi horizontal shear (Combination 24F -V30 Laminated members to be AITC certified. The fabricator shill be approved by the Designer. Use waterproof glue. PLYUJOOLD / 05 e Hach sheet shall bear the trademark of the American Plywood Association. All grading shell conform to P3 I. Use thickness and na as shown on the drawings. All Plywood shall be C -D Interior grade With exterior glue. Except as othi rwtse shown or noted, provide 8d at 6" on crieter • supported ? anal edges and 8d at 12 on center on other supporting members for walls, roof and floors• Note: Equivalent rated oriented strand boa (0.8$.) may be usect In liew of pl ood called out And 0.131" diameter P -nalls may be used in lieu or 8d nails. r Roor Diaphragm: 1/2" plywood (panel index = 24/16), with 8d nails at 6" o.c. at supported pa and At 12" O.C. at field (tWlcal unless noted otherwise). Floor Diaphragm 3/4" pl wood (pane Index • 24/16) with 10d nails at 6" o.c. at s upported y W�p p anel p edges ar•d at 2" O.C. at field (t Ical unless noted otherwise on plan). Optional to use 0.146 diameter P -malls in lieu of IOD malls. STRUCTURAL. 5TE E L Structural Grade ASTM A36, 36000 psl. Pipe columns ASTM A53, grade B, Fy = 35,000 , P61. Structural tubing columns A STM A500, grade B, F = 46~ psi. All steel except steel embedded In concrete shall be given one shop coat of approved paint. Welds to be 3/16" minimum contirKsous fillet b AWJS. certified welders. Field connections not shown shell be bolted framed beam connections per RISC. All bolts to be A325. During erection, structural steel shell be secured from collapsing with temporary bracing. Where expansion anchors are specified, the contractor shell submit to the structural engineer a sample of the anchor to be used with laboratory data of pull -out and shear strength FIREPLACES Masonry fireplaces and chimneys are to be constructed to conform to all applicable portions of the IBC Section 2111 and IRC Section RI003. Flue liner minimum 5/8" fire clay (or equiv.) per IBC Section R1001.9 and Table R1001.12. Flue area per IBC Table 81001.11. Chimneys shalt support only their own weight unless epecirlcally designed to support additional loads. All fireplaces are to be provided with tightly - fitting flue dampers, operated with a readliy - accesslble manual or approved automatic control, and an outside source of combustion air, minimum duct size of 6 square inches in area, provided with readliy- operable damper: located in front part of firebox. ''Prerabricated fireplaces, chimneys and related components to bear U.L., have Washington State Certification seal of approval and be installed per any conditions of approval. . y , DOOR5 AND UJINDOLJ5 All glazing to be double glazing, with maximum "U" value or 0.40. All skyllghte to be double glazing, maximum "U" value of 0.58. Factory built windows to be constructed to permit maximum Infiltration of Ob CFM per lineal foot of operable sash perimeter as tested by standard ASTM E 283.13. Site built and mill work shop built wooden sash are exempt from Infiltration cr it er ia abov but must be made tightly fitting and weather - stripped or c a ulked. Sliding glass +c:oors to permit maximum Infiltration or 0.5 CFM per infiltration of 10 CFM per square foot of door area. Caulk or weather -strip windows, doors and penetrations. Glazing In doors, and glazing In hazardous locations described In IBC Section 2406, to be safety glazing. f"i Approach Option Iv (unlimited Glazing Option) 2001 WSEC IN5ULAT ION Unless otherwise noted, insulation to be as follows: MINIMUM MAXIMUM LOCATION INSULATION ADDED ASSEMBLY "U" VALUE CEILING 4 ROOF$ 1? -38(1) 03 EX WALLS iR -21 .05 WAL L$ BETWEEN NOOSE • GARAGE R -2I 05 FLOORS OVER UN+- IEATEO SPACE R -30 03 SLAB PERIMETER: (2) 8_ ELECTRIC WATER HEATERS (3) per ASNRAE 9mA -80 GAS WATER HEATERS (4) per ABNRAE 90A -W DUCTS IN UNHEATED SPACES per WSEC table 4 -16 footnotes: (1) R - In single rafter, joist vaulted ceilinge (2) Applied to perimeter of slab from top of slab downward norizontailyt minimum 24 ". See basic founda detai (3) Must be Integral with unit. Unit must dlsplay verification. (4) Unless unit conforms to ASNRAE 90A -80 and Is labeled to signify conformance. t . J IAA ANew appf+o W Is 9j*d to en a aria Of 0011011111111111 MID dim ix t = obi Ot &W i*IpW rode or Oft 10 QL N120 0 lot �ppraied PMIJ W Is �o � r r I C�1► d Tmkwb 1 d o� e ms, Gas Plong d City Of Tukwi"a BUILDING DMSIgr y '! r t jo i .ter• ' ry i RR 1 CODE CCMPU . 0 "nq 0401M w NOV -8 2044 C1ty Of TUK Iia BUILDING DIVISION YJ C, < 05 v A V t- u s NV � m N y Go 0 i h Oct O Q U r M "&. SITE FL4N I N Oct 71bx Q LOT � � J 10' r JIB I� -- ���e> I— NILLMAN MEADOUIS, TIJKLUIL4, WA � 1U IBM < ' � V O O ON � N 4 � O ' � r ' O Q U r M "&. SITE FL4N I N Oct 71bx Q LOT � � J 10' r JIB I� -- ���e> I— NILLMAN MEADOUIS, TIJKLUIL4, WA � 1U * �� too w�' i I 1 1 M 3 Z v e It 1 I Mclen 1good" of work %%ftmt't ow ap/raiiew of Trkw" p ow1r m Ir10rTE: 1441111111111'li0rili MIN r"" •:flail om w arld m" M1 *A% ad UWW *n )Allow bw e>� - .. ..... � ..... •._. �- �►.�1M.. •+i1 .►.^ir..w.+.e•. r� .... �.- t... Mw�'l A�.r: :.:'i4 � ' +.1�`+wMMi•�4;: ..,.. , .. �. �.iW a;.� •.w A,ww�•+W. -w .. .iM +_, i w. T.. A � ..,....r.• Y ��.ri.l�I'3..., .. P � .. -,.,. y IBM < ' � V O O ON � N � Z v7 �V � O V • VMN4 GENERAL. NOTES SI'Z'E PI.IUN Project no.: 052504 Drawn by: P S Due Issued: 05/28/04 Lstut Re%isin SHEET No: * �� too w�' i I 1 1 M 3 Z v e It 1 I Mclen 1good" of work %%ftmt't ow ap/raiiew of Trkw" p ow1r m Ir10rTE: 1441111111111'li0rili MIN r"" •:flail om w arld m" M1 *A% ad UWW *n )Allow bw e>� - .. ..... � ..... •._. �- �►.�1M.. •+i1 .►.^ir..w.+.e•. r� .... �.- t... Mw�'l A�.r: :.:'i4 � ' +.1�`+wMMi•�4;: ..,.. , .. �. �.iW a;.� •.w A,ww�•+W. -w .. .iM +_, i w. T.. A � ..,....r.• Y ��.ri.l�I'3..., .. P � .. -,.,. y r� DRIVE w� 0 4 .9 I. 0 H 1 IBM r� DRIVE w� 0 4 .9 I. 0 H 1 1 A\ Al FOUND AT i ON FL4N SCALE; 1/4' . I - 0" Q O N F 18`x18 "xlm" t 0 wG W/ 2 - CARS E.W. PB 44 POST BASE 030" BELOW TOP OF WALL " 4 uE 00 ao � � N w SLOT * TOP OF FOOTING Z �r W/ 2- BARS E.W. 3) WATER PROVIDE MIN 2 DI A, HOLE L PB -• POST BASE to 4 PC POST CAP Za 4) DRYER PROVIDE MIN 4 1/2" DIA. r — — — - i Qi l 0 THICK FT'G W/ (b) EACH WAY TOP 4 BOTTCM (TYP 2 PLACES) Al Is I F 1 4 LAE3 O I � cn cp I) ALL FLR JOTS TO BE T,,I PLOOR S REFER TO rVG LA OUT FOR ALL FRAMING DETAILS AND BLOCKING REVIEW MFG. LAYGUT PRIOR TO FRAMING. OR ALL PLR JST9 AND AFTM TO BE n HEM -FIR DOUBLE UNDER u •1•i v BEARING PARTITIONS PROVIDE SOLID BLOCKING O BEARING MEMBERS, In � 2) ALL EXT. OR 4 WdDW HORS. TO BE 4x10 DF (UNO) 4 01 1 � � 3) AL L PRE- MAkkFACTURED TVLON6 TO Be BE IDENTIFIED 6Y I"'6 STAMP. 1 1 0 AA'' M 4) FACTORY BL T PRPL C 4 CH IMNEY TO BE UL LABELED rn W INSTALL PER I"11V�T1 16 SPECS O /61DE CMBBTN AIR REQ'D (MIN 6 60 IN) DUCTS TO F /BOX W/ OPERABLE 0/610E DAP'1PER, TIGHTLY FITT'G FLUE DAMPER U 41 N AND TIGHT FITTING GLA66 OR METAL DOORS 00 FLUE DRAFT INDUCTION FAN. 5) LIMIT 6HOUER FLOW TO 2S GALLOWMIN. V N 6) H.W.T. TO BE LABELED PER AGWRAE 6TD. NO. WA - W AND MEET C THE RECIMINITb. PE R 194'1 NATIONAL APPLIANCE ENERICaY CONSERVATION ACT. (A 1) KON AND N.W. THINK: PILOTS, 1014111111411110, HEATING ELEMENTS, AND SWITCHES TO BE A MIN. OF 0" ABOVE FINI6HE0 FLOOR 8) ALL WYLITES TO COMPLY WITH I RC. SECTION 2409.1 t 26(43.1 Q . �+ 9) ALL 61DELITES, SLIDING GLA66 DOORS AND TUB /S"OJER ENCLOSLAES TO r� COMPLY WITH I$.C. SECTION 2406. I� d 10) NEAT REGISTElft TO BE PER LEGEND= LOCATE APPROXIMATELY AS 0 6WOU 1, &N IN FROM EXTERIOR WALL6, 3 IN FROM INTERIOR WALL6. 11) VENT DRYER OVEWRANGE 4 EXHAUST FANS TO 0/510E. DRYER EXH DUCT6 �j G SHALL NOT EXCEED A TOTAL COMB HORIZ AND VERT LNGTH OF 14' -0", INCL 2 r N 904. ELBOUW DEDUCT ?' -0" FOR EA. 90d. ELBOW EkCEDING 2. 6EE DRYER I` U DUCT DTL FOR ALT. SOLUTIONS. ALL EXHAUST DUCTS , N$L T V ( MIN. OF R-4) ll; V 12) ALL NAILING TO COMPLY WITH IS.C. TABLE ?3 - ? -B- I, COLUM, P06T 4 BEAM COIN CTION6 TO COMPLY WITH I.B.C. SECTION 2316. 13) ALL EXT. WALLS INTR MAIN PARTITIONS 4 /OR BAG WALLS TO BE BRACED. PRSCR METHOD: REFER TO 2003 ISC. SEE A,B,C, BELOW. s t"� �•v SEE SHEAR WALL NOTES 4 WHOLE. FOR OTHER COMF'L IANCE METHODS N �N A ONE STORY: MTL. BRACE, USE IGC46I06 (60d) OR KCU 3126 (45d) B. LOWER 6TORY OF 2 STORY: GWD ON STUDS 16 OC, UNBLOCKED, NAILED W/ 5d COOLER OR WALLBOARD NAILS • 1" OG. C. UPPER STORY : SEE ONE STORY (6EE 61•E;AR WALL SCH FOR ACDTNL RT-0) . 14) 60L ID 6HTN'G REQ'O ON LOWER STORY OF 2 STORY BUILDING PER U.B.C. ^�' v . u ORYWALL NAILED PER SHEAR NAILWs SCHEDULES OR IBC 2003 EDITION. 15) TU8/6HOWER SURROLM WALLS TO HAVE WATER R5TNT GYP BRO AND �j 4' + A SMOOTH HARD SURFACE TO A MINIP' " HEIGHT OF - 10" ABOVE DRAIN INLET H C rr1 16) PROVIDE SMK DETCTR IN C)MPLIANCE WITH I.D.G. AND I.B.C. VD. 0 43.6. W ALL SMK DETCTRS W/BAT BACKUDA "!C DETCTRS WILL SOUND AN AUDIELE • ALARM IN ALL SLEEPING ROOM6. R) OWELLWx TO COMPLY W/ WA. 6T ENERGY CODE, 2001 EDITION r' 18) SEAL, CAULK, GASKET,OR WEATHERbTRIP TO LIMIT AIR LEAKAGE: C s ' AT EXTERIOR JOINTS AROUND UANDOW AND DOOR FRAMES, OPNG'S BTWN WALL AND ROOF AND WALL PANELS, OPHO'S AT UTILITY PENE TRATION$ ' THROt, GW WALLS, FLRS, AND ROOFS, ALL OTHER OPNG'S IN BLDG ENVELOPE. ' �+ I9) ALL EXTERIOR DOORS OR ACCE66 HATCHES TO ENCLOSED } C „ UNHEATED AREAS MUST BE WEATHERSTRIPPED. 20) MINIMUM SOIL BEARING PRE66URE ■ 2000 PW. . 21) FOOTINGS TO BE PLACED ON FIRM, UNDISTURBED NATIVE "L. 22) DWELLING TO COMPLY WITH 1,NIFOW BUILDING CODE (IZZ.) 2003 EDITION VJ 23) FIRE STOPS SHALL BE PRVD'D TO CUT OFF ALL CONCL'O DRAFT OPN'G6 FROM VERT TO HRZNTL SPACES, INCLYs THE STAIR, TUB, °.)F111� FIRPLACE, ETC. � 24) 060 ROOF 6HEATHMG U COMP ROOFING AND PLYUJD AT ALL OVERHANGS. SEE DETAIL SHT FOR ALL ADDITIONAL NOTES. M GENE RA NOTES: C Y U U I AI I c 5'- b "xb' -0 "x18" THICK FT'G W/ (b) '16 EACH WAY TOP 4 BOTTOM (TYP 2 PLACES) L o s N t 1 �I e f qw e 4 6x10 D" o 0 • (1) 8 5 x 2'-0" G1..15 5A x W•5 5/8 LONG VERT. W/ (2) 3/4 A301 DOLTS 1 1/2 C 8" x 1' -2 1/2` CCNC. COL. W/ ( 2) S VERT. EACH FACE 4 (4) 0 3 TIES • 48 O.C. .� Top 4 eorrorr! W/ IBAL • 12 " O.C. S DOWEL •1 1` EACH VERT. LTG 6' -0" x 5' -6" x 18" THICK W/ (6 11 V *6 EACH WY TC� QC n I 4 BOTTOM T'lJ . — - r a 2w CL CONC COL J/ F TCj vowONN 1 N.T.S. • O N F 18`x18 "xlm" t 1) SE b" DIA. SLEEVE wG W/ 2 - CARS E.W. PB 44 POST BASE 030" BELOW TOP OF WALL " 4 uE 00 2) $Fe7.lo PROVIDE b"w x 12"h � � N w SLOT * TOP OF FOOTING Z �r W/ 2- BARS E.W. 3) WATER PROVIDE MIN 2 DI A, HOLE L PB -• POST BASE to pm , r' PC POST CAP Za 4) DRYER PROVIDE MIN 4 1/2" DIA. r — — — - i HOLE • TOP OF WALL 4 PIRovIDE 36 "x36 `x12" AREA -WELL (AS REOV.) Q.� W/ 3 -'4 BARS E.W. VERIFY LOOS. ON SITE u PI5 •• POST BASE NOTE= MIN 10' HORIZ. STUN H2O 4 SEWER PC • POST CAP LOCATE AIRY FROM DECKS 4 PATIOS L 5UCKOUT5 4 FOOTING SCHE FOUNDATION PLAN Pnpic t no.: 052504 Drsam by: As Due Issued 05/28,'04 Laoat Rcvi:ioa 10/18/ SHEET NC): 0 .r � t .. .., . a .— - .. .r.. nw .....r .- M+ G .Y4s.aW:..1..iwaL- �i.�'w•.yi ^• ii�•r7n•7<�M�I��i�Ma'�'� ►+h .... : �r�L.rw.. a. .raw +. riM.r... _ w.•wn -�.t�• ...... �.. �. r. -.- .. ` r _ �!M4.'. -♦ r DUCICOUT$ = 18`x18 "xlm" t 1) SE b" DIA. SLEEVE W/ 2 - CARS E.W. PB 44 POST BASE 030" BELOW TOP OF WALL — PC 44 POST CAP 2) $Fe7.lo PROVIDE b"w x 12"h �" — 24 "44 "42" SLOT * TOP OF FOOTING I W/ 2- BARS E.W. 3) WATER PROVIDE MIN 2 DI A, HOLE L PB -• POST BASE to 0 30 0 BELOW TOP OF WALL PC POST CAP Za 4) DRYER PROVIDE MIN 4 1/2" DIA. r — — — - i HOLE • TOP OF WALL 4 PIRovIDE 36 "x36 `x12" AREA -WELL (AS REOV.) W/ 3 -'4 BARS E.W. VERIFY LOOS. ON SITE PI5 •• POST BASE NOTE= MIN 10' HORIZ. STUN H2O 4 SEWER PC • POST CAP LOCATE AIRY FROM DECKS 4 PATIOS L 5UCKOUT5 4 FOOTING SCHE 138 UNDER -FLOOR AREA ■ 4.9 SQ. FT. NET FREE PMQr.>. 150 - 4 9 NET FREE x 144 • 1086 6a IN16a FT. NET FREE REO'D. PROVIDE 1 ba FT. PER 1 50 bQ FT. OF UNDER FLOOR AREA COVER VENTS WITH 1/4" 0ORR0610N RESISTANT WIRE MESH. LOCATE VENTS AS CLOSE TO COIRTIERB AS PRACTICAL. EFFICIENT VENT AREA . 12b Sa IN. $a IN. NET FREE 1"b ■ 10 • VENTS VENT AREA 12b IQEC�'D. CRAWL. VENTILATION CALCULATION 6 x 16 ` SCREENED `0 1 FGUNDATION VENTS EQUALLY SPACED AT FON WALL COVER W/ I /4 CORROSION iRESISTANT WIRE MESH PROVIDE I/2" MIN. AIRSPACE 2 BETWEEN ENDS OF GIRDERS 4 FOUNDATION WALL (TYP.) 1 "DIVA w/ - IDDL STUD S 1 /2 " 3; - 2 1/2 11 14' -m 1/2 J LA � r C C � • � �d Ewa l tn o N � H 19 N a N u 00 A 0 w r iID I 1 1 NOTE: 6.W. 5 RFQU I F DF1 IP 4 STL4 \ llf� 12' -6 I/:" A Al MAIN f=LCOR f=L4N 6CAL E : 1/4' • I' - 0" tr 0 CD 0 • v 6 : 4) a REVIEWED FAR CODE COMP ANCE NOV - 8 2004 t i City 01 TukW1 BUILD114 aM_SIO G N O 4-+ CO �j V) ON H � Q N VJ �z L N O U W. x24' CRA,JL SPACE ACCESS I WEATHERSTRIP 4 ;NSULATE TO LEVEL EQUAL 10 SUROUNDING OURFACE 3. EN�p y OF ruKwu PILOT 4 BAZZRS OR 4EArlf4 OCT 2 IELEMENTS 4 &,.• , TCNES TO BE AT 2 LEAST I8" AbO VE FLOOR MIN. 6" =kL S4 AIR M.Niw FLOOR PLAN DIA. DUCT TO CONNECT TO I¢ETJFN AIR PLNt..M r ♦� Wilt GA ID 0 Tue 4 5140,6ER BuRtROUND TO b' AIBOVE D Ir AP I P ff r ! 6 : 4) a REVIEWED FAR CODE COMP ANCE NOV - 8 2004 t i City 01 TukW1 BUILD114 aM_SIO s i 2 _ 1 v �++ �Mli/ �1 1.iMi�'.r►+{- 4.'�+�.kai.�:'MO •j�'..,'4A�+.�!� +�. �!' .. '- - -• 'A+rw� rt ..- .«.► r-�w eM.w�e�.w w1 r�,A- .d- �L.a•.w. :..-r iF�rr..w++w+w.. � '�" 'yi' ` "aq w. .. �,. wy.w .� ...a.w• w .w A . •.• �IM iM', w.....: M I. ..r ,+r>r. •' • ! G N O 4-+ CO �j V) ON H � Q N VJ �z L N O U W. x24' CRA,JL SPACE ACCESS I WEATHERSTRIP 4 ;NSULATE TO LEVEL EQUAL 10 SUROUNDING OURFACE 3. EN�p y OF ruKwu PILOT 4 BAZZRS OR 4EArlf4 OCT 2 IELEMENTS 4 &,.• , TCNES TO BE AT 2 LEAST I8" AbO VE FLOOR MIN. 6" =kL S4 AIR M.Niw FLOOR PLAN DIA. DUCT TO CONNECT TO I¢ETJFN AIR PLNt..M SHEET NU: ♦� Wilt GA ID 0 Tue 4 5140,6ER BuRtROUND TO b' AIBOVE D Ir AP I s i 2 _ 1 v �++ �Mli/ �1 1.iMi�'.r►+{- 4.'�+�.kai.�:'MO •j�'..,'4A�+.�!� +�. �!' .. '- - -• 'A+rw� rt ..- .«.► r-�w eM.w�e�.w w1 r�,A- .d- �L.a•.w. :..-r iF�rr..w++w+w.. � '�" 'yi' ` "aq w. .. �,. wy.w .� ...a.w• w .w A . •.• �IM iM', w.....: M I. ..r ,+r>r. •' • ! 14 G N O 4-+ CO �j V) ON H � Q N �z L N O � M.Niw FLOOR PLAN Prl•im no.: oszsa ntawm y: jws SHEET NU: 14 F% t 1 �4 MST31 A Al 13' -3" UPPER FLOOR PLAN SCALE: U4" a I' - 0" '1A-1 ft 1^11 5 W/ L TUD J W '- W t .1 4 �E x I 4J 1 i �.� SOURCE SPECIFIC VENTILATION REQUIREMENTS BATHROOM&, LALINDRY ROOMS AND POWDER 80011 FANS TO DE bD CF-1. KITCHEN EXkAUBT PANTS TO BE Imo! CFM, - EXHAUST FANS SHALL BE FLOW RATED AT 2b WPCs+ STATIC PRESSURE p EXHAUST DUCT& SHALL: - INSULATED TO R-4 IN UNCONDIT SPACE -BE EQUIPPED WITH A BAGKDRAIRT DAMN IER - TERMINATE OUTSIDE THE BUILDING - COMPLY WITH BELOW MINIMUM SMOOTH 1MIN11MUM FLEX. MAXIML.M MAXIMUM NO. FAN CPM DUCT DIAMETER pUCT DIAMETER LENGTH OP ELBOWS be -80 b" 1" 20' 3 W -12b 1" 8 20 3 IS-115 8" le" 2 c 3 110 -240 9" II" 20' 3 L FOR LENGTHS OVER 20 FEET INCREASE DUCT DIAMETER I INCH 2. FOR ELBOWS Nll'1BERING MORE THAN 3 NCREASE DUCT DIAMETER I INCH UA 40LE +-LOUSE VENTILATION REQUIREMENTS: A 1" DIAMETER FRESH AIR INLET FOR SMOOTH DUCT AND O DIAMETER FOR FLEX. DUCT SHALL BE DUCTED PROM THE EXT TO T14E FRESH AIR RETURN PLENUM. THE FRESH AIR DUCT SHALL BE PROTECTED FROM T o4E ENTRY OF INSECTS, LEAVES, OR OTHER DEBRIS AND LOCATED SO AS NOT TO TAKE AIR FROM: - HAZARDOUS OR UNSANITARY LOCATIONS. -WHERE IT WILL PICK UP OBJECTIONABLE ODORS, FV tES OR FLMMBL. VPR$. -A ROOM OR SPACE HAVING FUEL DURINIINiG APPLIANCES THERIN. � - ATTIC, CRAIIIL SPACE, OR GARAGE. - CLOSER THAN 1D' FROM AN APPLNC OR PLMBG VENT OUTLET, UNLESS THE DUCT VENT OUTLET IS AT LEAST 3' ABOVE THE FRESH AIR INLET. - DUCT SHALL BE INSLT'D TO R -4 W4EN PA86 NIG THfa�OIJGH A COND'D SPACE. INLET DUCT SHALL BE EGIUIPPED WITH A MOTORIZED DMIPR THAT WILL OPEN WHEN THE VNTLT'N FAN RELAY IS ACTIVATED, AND REMAIN CLOSED AT ALL OTHER TIMES. IN ADDTN TO THE MOTORIZED DMPR, A MA UAL DMPR SET TO 33 -.b AIR CHANGES PER HOUR 16 AL60 REQUIRED. A WHOLE HOUSE EXHAUST FAN SHALL BE LCT'C IN THE CEILING. SIZE PER THE TABLE BELOW. THE AIR INTAKE DUCT DMPR E 4ALL BE SET W/N THIS RNG EXHAUST FANS MUST BE FLOW RATED AT 25 LL,G AND MAX. 1.3 BONE RATING. READILY ACC 24 HR CLCK TMM OR DEHU M DISTAT A RELAY SHALL BE INISTLL'D AND WIRED TO REGULATE THE FURN FAN RELAY AND WHOLE HOUSE EXHAUST FAN. i INTERIOR DOORS $HALL BE INSTLL'D 80 AS NOT t0 IMPEDE THE MOVEMENT OF FRESH AIR TO ALL HABITABLE ROOMS. I VENTILATION SYSTEM MUST BE PERFORMANCE TEE, TED JUST PRIOR TO THE �. FINAL INSPECTION BY THE INSTALLER OR A (2LF'C THIRD PARTY. THE I NLET DUCT SHALL BE LABELED WITH THE ACTUAL CFM, MSR 4 A LETTER OF COMPLIANCE SHALL dE AVAILABLE ON SITE FOR THE INSPECTOR BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. VNTL,TN /INDOOR AIR CLTY Ra"INTS PER TABLE 3 -2 - VENTILATION RATES FOR ALL GROUP R OCCUPANICIES FOUR STORIES AND LES6 Minimum and Maxlffkp Ventilation Rate*: Cubic Foot Per Mlnu" (C M) LOOR BEDROOM AREA, Ft2 In. Max M. Max. Min. Max. Min. Max. Min. Max <S� 9D 19 65 88 8D 120 95 143 LID 165 501 - lOmO 55 83 10 WS, 8b 128 100 be 119 113 1001 -19m0 60 9D 1b 113 9D 135 105 158 120 180 1901 - 2000 65 98 80 120 9b 143 110 165 125 188 2001 - 21500 10 ley 86 128 100 150 115 1'13 130 196 2501 - 3000 1b 113 90 135 LOS 158 120 l80 135 203 3001 - 3b00 8D 120 95 143 110 165 125 188 140 210 3501 - 4000 85 128 lee ISO 115 113 130 195 14b 218 4001 -5000 95 143 Ile !bb 12b 188 140 210 155 233 VENTI TA5L 3 -2 PA88AGE W2 "x82 1/2" R1 • HEAT REGISTER 2-1/2N X 12-1/4 BIFOLDS (SGT.) W1 1/4" x81 3/4" PC - HEAT REGISTER 4 -1/4" X t2-1/4' BIFOLDS (0150 WI "x81 3/4" R3 - HEAT REGISTER 2 -1/2" X 10 -1/4" MIRROR B/F WI "x81 3/4" R4 - HEAT REGISTER 4 -1/4" X 10 -1/4' BIPA$S W(NEThc82 3/4" R.5 - HEAT REGISTER 4 -1/4" X 14 -1/4" MIRROR B/P W(NET)c81 3/4" POCKET Wx2.2 "x83 1/2" HEAT REGISTERS TO BE PER PLAN. LOCATE 1610 APPROX. AS SNOUN: 6" IN FROM EXTERIOR CUTOUTS: L11r4L. 6 t 3" IN FROM INTERIOR WALLS. DRYER 4 1/2 "x4 1/2" INSTALL PER MANUFACTURERS RANGE 1 1/2 "x1 1/2" TI - TOWEL BAR • 4' -0" ABv. FINISH FLOOR OR 3 1/2 "40 1/2" T2 - TOWEL BAR • 4' -6" ABV. FINISH FLOOR VE RIFY W/ HOOD RGMT'S. T3 - TOWEL RING • 4'- ABV. FINISH FLOOR O 8TP - SURFACE TOILET PAPER HOLDER j RTP • RECESSED TOILET PAPER HOLDER ' RAC - 30 -1/2" X 14 -1 /2" RETURN AIR • 1 -1/2" BELOW CEILING OR RAF - 1 -1/2" OFF SUB FLOOR MC - 14" X 24" R.O. (TYP.) MEDICINE CABINET R.O. SCHEDULE /PLAN LEGEND cavomw4m PER C iAPTER 6 PERSOMPTIVE REQUIRVIENTS 2001 W.SE.C. a� -2o9 f, 224,30" ATTIC ACCESS, FLOOR UIEATWERSTRIP 4 INSULATE SQ . FT. O TO ECUAL CEILING 1 INS„LATION. PROVIDE WOOL? UPPER FLOOR 3uRR0UN0 TO PREVENT LOOSE Q. FT. iiNS ILATION SPILLAGE TO 1610 L. I VING SPACE. UNFINISHED DIRECT VENT FIREPLACE 7 INSTALL PER MANUFACTURERS 435 6PE C IF I CAT IONS 3 Wjk G.W.D • TUIS 4 6WO ER 6URROU40 TO 6' ABOVE DRAM CLIMATE ZONE 1 - OPTION III GLAZING U- FACTOR VERTICAL U ".40, OVERHEAD U• S6 DOOR U- FACTOR: U • 20 INSULATION: CEILING: R -38, VAULTED CEILING: R - 30 ABOVE GRADE WALLS: R -21, BELOW GRADE WALLS: R -21 FLOOR OVER VENTED CRA LL SPACE: R-30 SLAB ON GRADE: R -10 ,ENERGY CODE COMPLIANCE rAr DID PERCENT GLAZING CAL.CULATIONS: 335M (60. FT. GLAZ NG) "-cot% 1610 (SQ. FT. FLR AREA) 5CLIARE FOOTACzE 6 FLOOR h9O SQ . FT. MAIN FLOOR 'DSO S0. FT. UPPER FLOOR N/A Q. FT. TOTAL 1610 %c. Q. F7. UNFINISHED N/A SQ. FT. GARAGE 435 CO. FT. w C� fl H U �L I)cr z s r� !Q/ w r 4 0 0 4b y r r .L . J. • M r �..IM i.. AJ- ►+A -+�. N//M�YM+ •- nw.�IPv..�.. -. /r. ` .r+WT'X ,� �� 1�� v. (A 10 U) c1 � r N U �N N Nu U • � N (A .� . V l U� Z . G1 w � CW C 0� i r C7 Ln �o Q Z o N O � UPPER FLOOR PLAN Rujea no.: 052504 Drawn by: jVFS Dam Issue& 05/28/04 SHEET NU: 0 0 4b y r r .L . J. • M r �..IM i.. AJ- ►+A -+�. N//M�YM+ •- nw.�IPv..�.. -. /r. ` .r+WT'X ,� �� 1�� v. (A 10 U) c1 � r N U �N N Nu U • � N (A .� . V l U� Z . G1 w � CW C 0� i r 0 -SHALL CARRY MANUFACTURERS STAMP -SHALL BE INSTALLED 8 BRACED TO MANUFACTURtRS SPECIFICATIONS -WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPIEOVAL OF ENGINEERING CALCULATIONS -$HALL NAVE DESIGN DETAILS t DRAWINGS ON SITE FOR FRAMING :N$PECTION TRU66 NOTE S r r ; ft. 0 UFFER FLOOR LOWE R ROOF FRA IING FL4N 13CALE: V4" . 1 - oil in 0 ID ti 0 I a N a r N �0 �z In c o V � pC N s t ' i u i IW O 1 1 • w 1 f \4%0 1 • f a J ' 1 � ' 1 I � r � v 4mJ Cd � u oo N V 0 1 c 0 p �t V ol N u b u ., 3 74 t HANDRAIL 4 SUPPORT INCs STRUCTURE TO BE CONT. HANDRA 34' TO CAPABLE OF WITH- 39" ABOVE NO3ING. STANDING AT LE THE "4AND GRIP PORTION 200 POUNDS IED OF HANDRAIL SHALL BE IN ANY DI NOT LESS THAN 1 1/4" NOR AT ANY ON MORE THAN 2" IN CIIkOSS THE SECTIONAL DIMENSION t HA VE A SPACE OF I Ir2" BETWEEN THE RAIL A WALL. RETUW HANDRAIL TO 1 18 "XII 114" NEWEL POST OR WALL OPENINGS QETUIEEN TREADS Z RAILS TO BE LESS THAN 4" TIREAD - 10" MIN. - - --- � i / HANGERS e � :X4 NAILER TYPE 'X' G.W.O. ON 901F175, AND WALLS 5ENEAT•4 STAIR r (3) ?XI: STA JACKS A NOTC 4ED FOR TREADS R'Y 2 1= I RE 5L. OCK • TOP AND j Z Z �4 .+' BOTTOM 1 OF RUN FIREP.&.CCK:W4 REQUIRED ALONG STRINGER BETWEEN EA. STL.D E RCE1VTEq ' 1- 2X4 TRUST BLOCK r STAIR SECTION C ETAIL KTA M i i J v ...... , .. • _. :...r.w. �. ara.......►�. .1 ..... . _ ..�•.� � __ •_ _..� �...r... _.. � �,. _ ..ai , Llir Y � .. _ .w — '3.: ' ` ���,►. 1. r, `}1 yr•. .., a .'! . ..,,� N tn N �0 �z In c o V � pC N O u IW O \4%0 (u UPPER FLOOR & LOWER ROOF FRA.�IING PLAN rat no.: 052504 ».KI.suea: 05i28-'()4 lAtut Revision: 10/18/04 SHEET NU: M i i J v ...... , .. • _. :...r.w. �. ara.......►�. .1 ..... . _ ..�•.� � __ •_ _..� �...r... _.. � �,. _ ..ai , Llir Y � .. _ .w — '3.: ' ` ���,►. 1. r, `}1 yr•. .., a .'! . ..,,� q 1 4 $I 31' -rD" �I NAIL TOP PLATE SPLICE lU/ ( 21) Ibd NAILS FOR MIDDLE HALF OF DIAPHRAGM (T YP d SIDE) A Al ROOF FRAI* ZING FL4N m 0 � t 1 ROOF JACKS. (b) x 50 IN 2.1 SF EAVE VENTS • 2.15 SF CsABLE END VENTS • 0 6F I 4Ab OF PROVIDED > Sl SF REQUIRED ROOF VENTI C . NOTE: , PROVIDE VENT 5LOCKING EVERY 5AY r i r' (A lu m I V � OQ m� Q .Vo b A� .n � v LA V N � v v V N V i u � vN N Nib 'V v y .. 00 w VJ o� 0 N 4 1 3 4 $I 31' -rD" �I NAIL TOP PLATE SPLICE lU/ ( 21) Ibd NAILS FOR MIDDLE HALF OF DIAPHRAGM (T YP d SIDE) A Al ROOF FRAI* ZING FL4N m 0 � t 1 ROOF JACKS. (b) x 50 IN 2.1 SF EAVE VENTS • 2.15 SF CsABLE END VENTS • 0 6F I 4Ab OF PROVIDED > Sl SF REQUIRED ROOF VENTI C . NOTE: , PROVIDE VENT 5LOCKING EVERY 5AY r i r' (A lu m I V � OQ m� Q .Vo b A� .n � v LA V N � v v V N V i u � vN N Nib 'V v y .. 00 w VJ o� 0 N 3 � 00% BY VENT. ABOVE EAVE 3.1 x .5 •1.96 SF. V V) CIN • TOTAL VENTILATION PROVIDED: N AF -bV (ROOF JACK YEILD6 90 III NET FREE OR 35 SF 4z y � o � * OF JACKS MOD. Mb VENTS OR (b ) VENTS V � p4 .3b - cq _.a 1 ; IN • OF GABLE END VENT. PROVIDED (F AMBLICABLE) (0) x INZ : SF GABLE END VENT. PROvIDED (IF APIOLIC,45l. E) (0) x IN . ;4 GABLE END VENT. PROVIDED (P APPLICABLE) (0) x 0 PROVIDED IIN i OF O lu GABLE END VENT. 15% EFFICIENT 0 SF x.1b • 0 FF ' ... # ROOF FRAMING PLAN eroj= no.: os2504 has ik« i..M4. osnsia Idwt Revuioo: 10/18/04 SHEET NC): .A5 I to ■ t A- RIDGE -E INEE D SCI IR T SSE x8� 4x8 4xg — - DM �-_ 4x8 - _ }- _ X12 _, 4 $I 31' -rD" �I NAIL TOP PLATE SPLICE lU/ ( 21) Ibd NAILS FOR MIDDLE HALF OF DIAPHRAGM (T YP d SIDE) A Al ROOF FRAI* ZING FL4N m 0 � t 1 ROOF JACKS. (b) x 50 IN 2.1 SF EAVE VENTS • 2.15 SF CsABLE END VENTS • 0 6F I 4Ab OF PROVIDED > Sl SF REQUIRED ROOF VENTI C . NOTE: , PROVIDE VENT 5LOCKING EVERY 5AY r i r' (A lu m I V � OQ m� Q .Vo b A� .n � v LA V N � v v V N V i u � vN N Nib 'V v y .. 00 w VJ o� w 0 f -- U OCT z ? 204 ll.l (Y- 0 N 3 � 00% BY VENT. ABOVE EAVE 3.1 x .5 •1.96 SF. V V) CIN • TOTAL VENTILATION PROVIDED: N AF -bV (ROOF JACK YEILD6 90 III NET FREE OR 35 SF 4z y � o � * OF JACKS MOD. Mb VENTS OR (b ) VENTS V � p4 .3b - cq � 1 ; IN • OF GABLE END VENT. PROVIDED (F AMBLICABLE) (0) x INZ : SF GABLE END VENT. PROvIDED (IF APIOLIC,45l. E) (0) x IN . w 0 f -- U OCT z ? 204 ll.l (Y- .. w +. -tea � �• ,� ,';S •' .. a., v.o..iry+w. .: � 9►.+Y� S'�• +Mw1N,� „•• r "' �' l.f►ii.�►iiw spa �.. a.. �. .•�L $ . ,..,., � ^ "•� '♦ ♦........ ♦,+ i • r» r, r SHALL CARRY MANLFACTUP11M ST AND -SHALL BE INSTALLED 4 DRACED TO MANUFACTURERS SPECIFICATIONS � -WILL NOT BE FIELD ALTERED WITWMT PRIOR BUILDIWa DEPARTMENT AP"WVAL OF ENGINEEMING CALCULATIONS -$HALL NAVE DESIGN DETAILS 4 DRAWINGS ON SITE FOR FRAMING lN5PECTION TRUSS NOTES • TOTAL VENT. REQ'D. 1 *6 9 I OF NET FREE 0 N 3 � 00% BY VENT. ABOVE EAVE 3.1 x .5 •1.96 SF. V V) CIN • TOTAL VENTILATION PROVIDED: N AF -bV (ROOF JACK YEILD6 90 III NET FREE OR 35 SF 4z y � o � * OF JACKS MOD. Mb VENTS OR (b ) VENTS V � p4 .3b - cq OF EAVE VENTLTN (NWCO E322) LIK FEET x 23 IN /LF • ; IN • OF GABLE END VENT. PROVIDED (F AMBLICABLE) (0) x INZ : SF GABLE END VENT. PROvIDED (IF APIOLIC,45l. E) (0) x IN . OF GABLE END VENT. PROVIDED (P APPLICABLE) (0) x 0 PROVIDED IIN i OF O lu GABLE END VENT. 15% EFFICIENT 0 SF x.1b • 0 FF ' ... # ROOF FRAMING PLAN eroj= no.: os2504 Drawn y: has ik« i..M4. osnsia Idwt Revuioo: 10/18/04 SHEET NC): .A5 .. w +. -tea � �• ,� ,';S •' .. a., v.o..iry+w. .: � 9►.+Y� S'�• +Mw1N,� „•• r "' �' l.f►ii.�►iiw spa �.. a.. �. .•�L $ . ,..,., � ^ "•� '♦ ♦........ ♦,+ i • r» r, r SHALL CARRY MANLFACTUP11M ST AND -SHALL BE INSTALLED 4 DRACED TO MANUFACTURERS SPECIFICATIONS � -WILL NOT BE FIELD ALTERED WITWMT PRIOR BUILDIWa DEPARTMENT AP"WVAL OF ENGINEEMING CALCULATIONS -$HALL NAVE DESIGN DETAILS 4 DRAWINGS ON SITE FOR FRAMING lN5PECTION TRUSS NOTES • TOTAL VENT. REQ'D. 1 *6 9 I OF NET FREE 300 00% BY VENT. ABOVE EAVE 3.1 x .5 •1.96 SF. • TOTAL VENTILATION PROVIDED: AF -bV (ROOF JACK YEILD6 90 III NET FREE OR 35 SF * OF JACKS MOD. Mb VENTS OR (b ) VENTS .3b - EAVE VENTLTN (STANDARD) 120 L FEET x 3.3 IN •3S6 IN2•2.1b OF EAVE VENTLTN (NWCO E322) LIK FEET x 23 IN /LF • ; IN • OF GABLE END VENT. PROVIDED (F AMBLICABLE) (0) x INZ : SF GABLE END VENT. PROvIDED (IF APIOLIC,45l. E) (0) x IN . OF GABLE END VENT. PROVIDED (P APPLICABLE) (0) x 0 PROVIDED IIN i OF TOTAL • 0 SF GABLE END VENT. 15% EFFICIENT 0 SF x.1b • 0 FF ' ... # c'� 4 1 00 -= 1�C� I 1 6 0 COMP. FW0FW1* A CONT. METAL GUTTER OVER 5/4xa FASCIA UPPER PLATE CEDAR SWINGLES Ix31Ix4 COWER TRIM FLAT 2x3 TRIM OVER 2x6 TRIM 12 UPPER FLOOR MAIN PLATE % WHIZ. LAP SIDING pI MAIN FLOOR LEFT ELEVATION SCALE: 1/4" • V COMP. ROOFING UPPER PLATE CONT. METAL GUTTER OVER 5/4x8 FASCIA ClEDAR SHMiLES ............. 1x3Ax4 CORNER TRIM FLAT 2x3 TRIM - OVER 2x6 TRIM Li 12 UPPER FLOOR MAIN PLATE Ll?lmmlT L S ID ING '1AIN FLOOR v RI` 4T Ei...E Y A I ION mo sc o " I 4� • N �� N Q N N t • � Ew Ix? TRIM OVER 0 • 12 2xW0 15AMW 50. • tn QN �u 06 "7 UPPER PLATE — CEDAR %4INGLEb u 2x6 UNCOW TRIM 7 Ix3Ax4 CORNER TRIM - 7 - IF FLAT 2x3 TRAM vi WORIZ LAP SIDING OVER 2x(o TRIM X LFLAT 2X3 TRIM CONT. METAL GUTTER OVER 5/4x8 FASCIA OVER 2x6 TRIM UPPER FLOOR Ar TIAIN PLATE 2: 402 t-ML..)N I =Lt-- Y/41 I UN ,SCALE= 1/4' w V Ix2 TRIM OVER 2x1V BARGE W. 12 000 UPPER PLATE 1x3/1x4 COWER TRIM E WORZ LAP SIDING UPPER FLOOR J '1AIN PLATE I b� to IN FLOOR REAR ELEVATION SCALE-. VA' a I' - 0" CW nwitu OCT 22 ft L11 ornm It lop CII U (n Z 42 �� U-1 0 P4 u Ell VAnONS Projw no.: 052504 Dram br. jss Ixte lssm&- 05/28 ' '04 Revision: Revisi 10/18/04 SHEE NO: It lop 0 , G b MIL. BLACK POLY. LAPPED 12" G • SEAMS AND UP FDK WALL 12" 5E CT I ON 'A' SCALE: 1/4" • 1' - 0" a �r 1; ` 1 t �L N � N � J N r� r4 N I ca 0 7) t k 0j s , P1 t ROOF CONSTRUCTION COMP. ROOFING s � ; 30 BLDG. PAPER 1/2 PL`►'IIR�. SHT'G 12 SCISSOR TRIOMS • 24" OjC. 6� R -38 INSULATION (R -30 • VAULT) m j 4 MIL. U.V. POLY. �,► T'n;7 5/8" GaU.dD. pC t 3 � ,j oo R=R PLATE O ,t f MASTER eEDROOM MATH UPPER FLOOR � 9 FINISH FLOOR '. 1/2" U.L. PLY • VINYL 3/4" T 4G PLYW D. SUB -FLR FJ1Y N'An ON S & SECTION (GLUE 4 NAIL) Pr*ct no.: 052" 11 1/8" TJI FLOOR JOISTS Drawn bT ' Date issued 05/28 I/Z" G.W.B. UPPER FLOOR 10/18104 MAIN PLATE SHEET NO: i BEDROOM 4 E XTERJOR WALL ' MAIN FLOOR 1/2" GELD. R-21 BATT INSUL. FINISH FLOOR BEDS ROOM 3 4 MIL UV RES. POLY ` e 1/2" UL. PLY • VINYL 2X6 STUDS • 16" OTC. 5/8" U.L. PLY • VINYL 1A6 060 4 TO HRDWD. BLDYs. PAPER 3/4" TIG PLYW'D. SUB -FLR SIDNG PER ELEVATION (GLUE 4 NAIL) 2xI0 FLOOR JOISTS R -30 BATT INSUL. MAN FLOOR , G b MIL. BLACK POLY. LAPPED 12" G • SEAMS AND UP FDK WALL 12" 5E CT I ON 'A' SCALE: 1/4" • 1' - 0" a �r 1; ` 1 t �L N � N � J N r� r4 N I ca 0 7) t k 0j s , P1 t CODE IREVI FOR NCE n V I R-o MY— CRY Of Tub BUILDING DMSION ,a- O N s � ; i •�+ ` (n V H O 00 C1 4� N m j r J pC t ; r i O ,t f CODE IREVI FOR NCE n V I R-o MY— CRY Of Tub BUILDING DMSION 1/2" GYP Bo. SIDING PER SIDNG PER ELEVATIONS ELEVATIONS 1/2" GrP. ED R -21 BATT INSULATION 7X4 STUDS • I6" O.C. , 15 BUILDING 15 BUILDING R -21 BATT IN5UL.ATION PAPER ' : � 7X6 STUDS • 16 " O.G. PAPER - - A.B. 2X6 PR TR. SILL PLATE `r. ?kb STUp� • 16" O.C. 2X BLOCKING 1/2' PLYWD. �� i/2 PLYWD 2x4 PR tR SILL PLATE - FLOOR JOTS. • 1(D" OTC. W/ 1!2 "XIO' AB. • 48" O.C. "X10" • 46" O.G. �'` 2Y.6 F .T. SI_L PLATE 9/4" T4G PLYWOOD SHEATHING _ 4 1 ?" FROM ENDS SHEATHING W/ 1/2 4 12" FROM ENDS W, A.B. PER SHEA RWALL JLE 314" TKs PLYWOOD v 4 IT ^ • 3i «t" T &53 F'L YW000 CsARACsE SLAB G RI VE X - 411 SO 1 PI FLOCS .:GISTS L ID PE TIGHT LINED ! 1Q - I L TII LIINEO FER P;.A�t INDEPENDENT OF INDEPENDENT OF -•--- R - 32' B.1TT INSUL. ' FOOTING D 4* RAIN 2X FLOOR JETS • FOOTING DRAIN ' CONG SLAB W1 G GRAB �... J Is lb " O.C. 4' CsRANUL AR FILL s Z o bX6 WIRE MESH - x R -30 BATT INSULATION �a" PER PLAN • 4 AR THICKEN 5LA13 A •4 CONT. a AR C •' • ODORS . 0 4 VERT BAR • I6" O.C. -X- -w-X•- x X.�_X 'j ;!1 t /4" w/ 4" 9m' BEND ; 4 �1 ` •- '/EF:T DAR • '6" O.0 12 "xb" GONT. ;.� EA. 51DE OF BEAM OR POST ' X I b MIL. BLACK VAPOR 04 :.ONt. BAR r FOOLING Q PARR;ER LAP 12" • 14 APPROVED MTL. CAP 15 BUILDING PAPER E r_ •4 VERT. BAR • Ib w O.G. 6 1"i L . B 6.A..K VAPOR SE AMS AND UP FDN. WALL $ IMPSON P544 BETWEEN POST 4 CONC. V t _ ., • � BAF:RIf:R l rc,F 1 2" ; 3E,t•M$ PG'ST BASE h •• b ONE STOFc1" • Utz FUN. LJ�L 12" . •. ,; f • ' r • •. - •• 8" TWO STORY s • • Q 4' PER FTG. " 8 L40 2 0 4 CON BARS A PER F TG. • • � ? • NT BA " DRAIN " DRAIN -1 CORS 2 0 4 :..ONT. BARS PER FDN PLAN • 3"6 3" ONE STORE " • 4" 8° 4" TWO STOR` FOUNDATION DETAIL GARAGE FOUNDATION DETAIL FOUNDATION DETAIL GARAGE ENTRANCE DETAIL F KTA 2 3 A " , " A Sf�READ OOTINC= DETAIL mom •� Ext N T &ZAL E: 3/4 .I -0 � ALTS. • N. -- __ •/1� /� - 4/M /ov cb&jwc ODOR 90"V2 "T ,a- O N s � ; i •�+ ` (n V H O 00 C1 4� N m j r J pC t ; 1• O ,t f 1/2" GYP Bo. SIDING PER SIDNG PER ELEVATIONS ELEVATIONS 1/2" GrP. ED R -21 BATT INSULATION 7X4 STUDS • I6" O.C. , 15 BUILDING 15 BUILDING R -21 BATT IN5UL.ATION PAPER ' : � 7X6 STUDS • 16 " O.G. PAPER - - A.B. 2X6 PR TR. SILL PLATE `r. ?kb STUp� • 16" O.C. 2X BLOCKING 1/2' PLYWD. �� i/2 PLYWD 2x4 PR tR SILL PLATE - FLOOR JOTS. • 1(D" OTC. W/ 1!2 "XIO' AB. • 48" O.C. "X10" • 46" O.G. �'` 2Y.6 F .T. SI_L PLATE 9/4" T4G PLYWOOD SHEATHING _ 4 1 ?" FROM ENDS SHEATHING W/ 1/2 4 12" FROM ENDS W, A.B. PER SHEA RWALL JLE 314" TKs PLYWOOD v 4 IT ^ • 3i «t" T &53 F'L YW000 CsARACsE SLAB G RI VE X - 411 SO 1 PI FLOCS .:GISTS L ID PE TIGHT LINED ! 1Q - I L TII LIINEO FER P;.A�t INDEPENDENT OF INDEPENDENT OF -•--- R - 32' B.1TT INSUL. ' FOOTING D 4* RAIN 2X FLOOR JETS • FOOTING DRAIN ' CONG SLAB W1 G GRAB �... J Is lb " O.C. 4' CsRANUL AR FILL s Z o bX6 WIRE MESH - x R -30 BATT INSULATION �a" PER PLAN • 4 AR THICKEN 5LA13 A •4 CONT. a AR C •' • ODORS . 0 4 VERT BAR • I6" O.C. -X- -w-X•- x X.�_X 'j ;!1 t /4" w/ 4" 9m' BEND ; 4 �1 ` •- '/EF:T DAR • '6" O.0 12 "xb" GONT. ;.� EA. 51DE OF BEAM OR POST ' X I b MIL. BLACK VAPOR 04 :.ONt. BAR r FOOLING Q PARR;ER LAP 12" • 14 APPROVED MTL. CAP 15 BUILDING PAPER E r_ •4 VERT. BAR • Ib w O.G. 6 1"i L . B 6.A..K VAPOR SE AMS AND UP FDN. WALL $ IMPSON P544 BETWEEN POST 4 CONC. V t _ ., • � BAF:RIf:R l rc,F 1 2" ; 3E,t•M$ PG'ST BASE h •• b ONE STOFc1" • Utz FUN. LJ�L 12" . •. ,; f • ' r • •. - •• 8" TWO STORY s • • Q 4' PER FTG. " 8 L40 2 0 4 CON BARS A PER F TG. • • � ? • NT BA " DRAIN " DRAIN -1 CORS 2 0 4 :..ONT. BARS PER FDN PLAN • 3"6 3" ONE STORE " • 4" 8° 4" TWO STOR` FOUNDATION DETAIL GARAGE FOUNDATION DETAIL FOUNDATION DETAIL GARAGE ENTRANCE DETAIL F KTA 2 3 A " , " A Sf�READ OOTINC= DETAIL mom •� Ext N T &ZAL E: 3/4 .I -0 � ALTS. • N. -- __ •/1� /� - 4/M /ov cb&jwc ODOR 90"V2 "T Ll.l cn Z U CM OF TUXWNA (L OCT z ?2o ff lu 01- V i • 5 Y .'. r. .... .. .... -;c.. _ • ♦ « ..♦ . ... � - ... r. .! _ N µL. L. .. .. .. `. .� . , • •s. r;.,.n.'!.n- 4�•vt., -•.. ..... .. ....•. -• 7r' +_ _ r � ri .:.r. � .. ..... -..... -.w .. .+.«r�"►.r�.... .. . r ..^��...4w..+•+- ..... ....+• .- .... -.r. ..- ...... r - .. ........ w►. r � ..•. r. . ►.'� r ....• .r. .-... • v - �" +.� • .. .. . A�YirvvrY+.�. � ,a- O N i •�+ ` (n V H O 00 C1 4� N m r U pC 1• O Ll.l cn Z U CM OF TUXWNA (L OCT z ?2o ff lu 01- V i • 5 Y .'. r. .... .. .... -;c.. _ • ♦ « ..♦ . ... � - ... r. .! _ N µL. L. .. .. .. `. .� . , • •s. r;.,.n.'!.n- 4�•vt., -•.. ..... .. ....•. -• 7r' +_ _ r � ri .:.r. � .. ..... -..... -.w .. .+.«r�"►.r�.... .. . r ..^��...4w..+•+- ..... ....+• .- .... -.r. ..- ...... r - .. ........ w►. r � ..•. r. . ►.'� r ....• .r. .-... • v - �" +.� • .. .. . A�YirvvrY+.�. � ,a- O N i •�+ ` (n V H O 00 C1 4� N r U pC 1• FJ1Y N'An ON S & SECTION Pr*ct no.: 052" Drawn bT JWS Date issued 05/28 LAtat Revisiom 10/18104 SHEET NO: i 1' "T O m n r STRUCTU NO TES: ANION CRUMA: '1 • BUILDING CODE: 18C 2003 2. VERTICAL. LOADS: ROOF FLOOR SNOW LOAD 25 psf LIVE LOAD 40 psf DEAD LOAD 15 psf 12 psf 3. LATERAL LOAD FORCES TRANSMITTED BY DIAPHRAGM ACTION TO SHEARWALLS AND THENCE TO FOUNDATION WHERE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE AND SLIDING FRICTION OF EARTH. 4. LATERAL WIND LOADS: 85 MPH EXPOSURE " 8 5. SEISMIC SITE CLASS D, E =POE + .2 SDS D p =1.5 (ASSUMED), SOIL TYPE D (ASSUMED) V =(1.2Ds /R)W, .2 SDS D NOT REQUIRED FOR WOOD SHEARWALLS PER ASCE7 -02- 9.5.2.6.4.3 I. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CONTRACT DRAWINGS. 2. DURNING THE CONSTRUCITON PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING AND GUYS IN ACCORDANCE w/ ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. ANY DEVIATION MUST BE APPROVED PRIOR TO ERECTION. 3. ALL ERCTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. ANY DEVIATION MUST BE APPROVED BY OSHA PRIOR TO ERECTION. 4. THE CONTRACTOR SHALL BE SOEL.LY RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND BE RESOLVED BEFORE PROCEEDING WITH THE WORK. 6. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIRICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ENGINEER. i 7. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT. , 8. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE BUT WITHOUT GUARANTEE OR ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE ENGINEER SO THAT THE PROPER REVISIONS MAY BE MADE. MODIFICATIONS TO DETAILS OF CONSTRUCITON SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. MAAMYNG LUMUR: 1. FRAMING LUMBER SHALL BE HEM -FIR NO. 2; AND HEM -FIR NO. 2 FOR ALL TOP AND BOTTOM PLATES (GRADES ARE TYPICAL UNLESS OTHERWISE NOTED ON PLANS). LUMBER TO BE GRADE MARKED PER WCLIB SPECIFICATIONS. 2. STRUCTURAL SHEATHING SHALL BE APA RATED PLYWOOD, EXPOSURE 1, SHEATHING CONFORMING TO EITHER COMMERCIAL STANDARDS P51 - 83, APA PRP -108, OR VOLUNTARY PRODUCT STANDARD PSE -92. PROVIDE MINIMUM OF 3/8" EDGE DISTANCE ON ALL NAILS AND 1 /8 - EXPANSION JOINTS BETWEEN ALL PANEL LDGES. MINIMUM SHEATHING REQUIREMENTS ARE AS FOLLOWS: ROOF SHEATHING TO BE 15/32' C -D INT -APA RATED PLYWOOD WITH EXTERIOR GLUE, P.I. 24/0 (USE 5 -PLY FOR PANELIZED ROOFS). NAILING 6d O 6 INCHES ON CENTER AT PANEL EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORT'S. SUBFLOORING TO BE 3/4" T&G C -D INT -APA RATED PLYWOOD WITH EXTERIOR GLUE , P.I. 48/24. GLUE AND NAIL WITH 10d AT 6 INCHES ON CENTER AT PANEL EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. 3. NAILING SHALL CONFORM TO TABLE 2304.9.1 OF THE INTERNATIONAL BUILDING CODE UNLESS NOTED OTHERWISE, USE COMMON NAILS THROUGHOUT UNLESS NOTED OTHERWISE. 4. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRITTING BY THE STRUCTURAL ENGINEER. 5. PROVIDE 2x2 WASHERS UNDER HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. BOLT HOLES SHALL BE NOMINAL DIAMTER OF BOLT PLUS 1/16" UNLESS OTHERWISE NOTED. LAG BOLT PILOT HOLES SHALL BE PRE - DRILLED TO 60X OF THE NOMINAL DIAMETER OF THE LAG BOLT UNLESS OTHERWISE NOTED. ALL SILL PLATES SHALL BE BOLTED TO THE FOUNDATION WITH 5/8" MINIMUM DIAMETER BOLTS SPACED AT 48" ox. MAXIMUM SPACING (EMBED 5" MIN. INTO CONCRETE OR MASONRY). SEE PLANS AND DETAILS FOR SPECIFIC REQUIREMENTS WHERE OCCUR. ALL FRAMING LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. (SEE NOTE 1 FOR MINIMUM GRADE INFORMATION) WIRE STAPLES WITH 7/16" CROWN MAY BE SUBSTITUTED DIRECTLY FOR COMMON NAIILS CALLED OUT ON STRUCTURAL PLANS: SHEARWALLS: 8d = 14 GAGE x 1-1/2" 10d = 13 GAGE x 1 -" DIAPHRAGMS: 6d = 15 GAGE x 1 -1 Y2 WW -W low now T I II II II II II II II l II II II II II II II I '� I II II II II II II II I II II II II II II II I II II II II II II II I I II II II II II J II II i II II II II II II II I F= =1:F= =IF = =q1 II II II II I I II II II II II II II I II II II _ II _ I II II iF==F=:' I II ' -'" �, I II II II II II II II 1 I II II II II II II II � ' ,SHEARWALL „NOTES: I I I L I t1. ALL STUDS AND BLOCKING SHALL BE HF #2 ALL TOP AND BOTTOM PLATES SHALL BE HF #2. ALL SHEATHING EDGES SHALL BE BACKED t t J I_ ._._ u 1i _._ I WITH 2x OR WIDER FRAMING UNLESS OTHERWIZE NOTED (SEE NOTE #2). SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. M M b N 2. WHERE SHEATHING NAILING IS A ® OR GREATER, FOUNDATION SILL PLATES i RIM JOIST ONLY RIM JOIST ONLY LJOIST PER PLAN \ - 2 x BLOCKING 3 BAYS) 2x BLOCKING ( 2 BAYS O 48" ox. w A35 TO 0 48" O.C. A35 O 48" o.c. PLATE & H2 BETWEEN BLOCKING H2.5 A JOIST PERPENDICULAR JOIST PARALLEL - EXTERIOR C JOIST PARALLEL - INFERIOR FLOOR JOIST TO SHEARWALL CONNECTION SHEARWALL SCHEDULE MODEL ANCHOR BOLT THRU BOLTS OR NAILS MBEDMEN LENGTH MIN. EDGE DISTANCE HD2A All ILI Ali Ikir ILL PLATI BOTTOM PLA 3Z4 DX ONE FACE O 6"o.c. d O 12 "o.c. dia. 0 w 2x BTM. 48 ox PLATE 16d w O o.c. 2x BTM. PLATE HD8A 3/8 COX "o.c. 3 7 8" DIA. 5/8 "dia. O 48" o.c 16d O 6" ox. 7Z 8 0 ONE FACE O 4 O 12"o.c. w/ 2x BTM. PLATE w/ 2x BTM. PLATE ® 15/32 COX "o.c. 5/8 dio. O "o.c. 32" 0.6 20d O 3' o.c. 4 1" DIA. ONE FACE 1 O O 4 Od O 12 w/ 3x BTM. PLATE w/ 3x BTM. PLATE 2 15/32" COX MTT22 5 5/8 dio. O 24 o.c (2) 20d O 3" o.c. HTT22 ONE FACE 10d O 3 "o•c Od O 12 "o.c w 3x BTM. PLATE w, 3x BTM. PLATE ® 15/32 COX "o.c. "o.c 5/8 dio. O 24 o.c (2' 20d O 3" ox. •:. ONE FACE IOd O 2 Od O 12 w/ 3x BTM. PLATE w1 3x 6TM. PLATE ® 15/32 COX 10d O 4 o.c Od O 12"o.c 5/9 dia. O 16 o.c 5/8"d io. O 16" o.c 5 EACH FACE CH FACE CH FACE w 3x BTM. PLATE w 3x BTM. PLATE Of 15/32" COX IOd O 3 "ox. Od O 12 "o.c 5/8 "dio. O 12" ox 5 /8'dio. O 16" o.c - EACH FACE CH FACE CH FACE w/ 3x BTM. PLATE w/ 3x BTM. PLATE ALL MACHINE BOLTS (M.B.) SHALL BE ASTM A307 OR BETTER (NOTE: HILTI 5/8" GWS ' 5/8 "dia. O 48" ox 16d O 16" ox. ® ONE FACE O 7 "o.c. O 6" ox. w 3x BTM. PLATE w 2x BTM. PLATE WW -W low now T I II II II II II II II l II II II II II II II I '� I II II II II II II II I II II II II II II II I II II II II II II II I I II II II II II J II II i II II II II II II II I F= =1:F= =IF = =q1 II II II II I I II II II II II II II I II II II _ II _ I II II iF==F=:' I II ' -'" �, I II II II II II II II 1 I II II II II II II II � ' ,SHEARWALL „NOTES: I I I L I t1. ALL STUDS AND BLOCKING SHALL BE HF #2 ALL TOP AND BOTTOM PLATES SHALL BE HF #2. ALL SHEATHING EDGES SHALL BE BACKED t t J I_ ._._ u 1i _._ I WITH 2x OR WIDER FRAMING UNLESS OTHERWIZE NOTED (SEE NOTE #2). SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. M M b N 2. WHERE SHEATHING NAILING IS A ® OR GREATER, FOUNDATION SILL PLATES i RIM JOIST ONLY RIM JOIST ONLY LJOIST PER PLAN \ - 2 x BLOCKING 3 BAYS) 2x BLOCKING ( 2 BAYS O 48" ox. w A35 TO 0 48" O.C. A35 O 48" o.c. PLATE & H2 BETWEEN BLOCKING H2.5 A JOIST PERPENDICULAR JOIST PARALLEL - EXTERIOR C JOIST PARALLEL - INFERIOR FLOOR JOIST TO SHEARWALL CONNECTION , UUWJ2 WN N om ; 1. ALL THREAD BOLTS SHALL CONFORM TO ASTM A307. 2. MIN. CONCRETE COMPRESSIVE STRENGTH tc s 2,500 psi. 3. HD 14A, MD20A do HD 15 REQUIRE A 6x M IN. POST SIZE, U.N.O. 4. MINIM EDGE DISTANCE SHOWN IS FOR FORMED CONCRETE EXPOSED TO SOIL OR WEATHER. FOR CONCRETE CAST AGAINST SOIL PROVIDE 3' CLEAR TO ANCHOR BOLT. 5. NAILS TO HOLL WN POSTS SMALL BE 10d COMMON. (16d SINKERS MAY BE USED WITH PRIOR WRITTEN APPRRVAL BY THE STRUCTURAL ENGINEER). 6. MINIMUM OONCRETE WALL THICKNESS IS V. 7. WHEN FIELD CONDITIONS BECOME LESS THAN MINIMUM SHOWN, CONTACT ENGINEER PRIOR TO PROCEEDING. S. DRILL ANCHOR BOLT HOLES 1/8 URGER THAN ANCHOR BOLT DIA. 0. HOLDOWNS MAY BE ATTACHED TO EXISTING CONCRETE USING "ANCHOR -IT HS200" SOILDBOND EXPDXIES w/ THE FOLLOWING SIZE AND EMBEDMENT: SEE CHART. HOLDOWN POST PER PIJ N TRIM STUD WHERE (2 -2x MIN.) SEE NO`E:: REO'D. FOR FLUSH FINISH PRESSURE TREATED SILL PLATE PER SHEARWALL SCHEDuL.E (2 - 2x MIN.) X ALL THREAD BOLT AND E LENGTH PER SCHEDULE. EMBED WITH ANCHOR -IT "HS200" EPDXY (ICBO REPORT NO 4393) HOLDOWN AT SLAB Nz/ mm PROVIDE 4x SOLID BLOCKING BELOW HOLDOWN POST TRIM STUD WHERE REQ D. FOR FLUSH FINI:.H SILL PLAI E PER SH EARWALL SCHEDULE (2x MIN.) `- ANC!4OR 3OLT PER SCH =DOLE THRU BOLTS PER SCHEDULE HOLDOWN POST PER PLAN (2 -2x MiN) SEE NOTE N3 A HOLDOWN AT FLOOR . 1 HOI DOWN POST PER PLAN ; TRIM STUD WHERE REQ'D. FOR FLUSH (2- 2x MIN.) SEE NOTE #3 HOLDOWN SCHEDULE 14 N.TS• MODEL ANCHOR BOLT THRU BOLTS OR NAILS MBEDMEN LENGTH MIN. EDGE DISTANCE HD2A 5/8w DIA. 2 578 DIA. 6 1 4 1 3Z4 HD5A 3/ 4 * DIA. 2 .3/ DIA. 7 1/2 1 3/ 4 w HD8A 7Z8 DIA. 3 7 8" DIA. 10 1J2 1 3/4" H D 10A 7Z 8 0 DIA. 4 7/8" DIA. 13" 1 3z4" HD14A 1" DIA. 4 1" DIA. 16' 2 3/ 4 N HD20A 3 1 1 , / 4 * 4 1" DIA. 16" 2 3/ 4 - H D 15 3 1 1 4" 5 1" DIA. 18 2 3/ 4 - MTT22 5 DIA. _ Q01 10d 8 6 114" 1 3/4 " HTT22 5/ 8 0 DIA. 132) 10d 8 6 1/ 1 3Z4" TT20 1112 SEE SHEARWALL SCHEDULE FOR LUMBER GRADE). LAP 4' - 0" MINIMUM. CENTER SPLICE ON STUD. IA. 1 16d 6 1/4" 1 4" , UUWJ2 WN N om ; 1. ALL THREAD BOLTS SHALL CONFORM TO ASTM A307. 2. MIN. CONCRETE COMPRESSIVE STRENGTH tc s 2,500 psi. 3. HD 14A, MD20A do HD 15 REQUIRE A 6x M IN. POST SIZE, U.N.O. 4. MINIM EDGE DISTANCE SHOWN IS FOR FORMED CONCRETE EXPOSED TO SOIL OR WEATHER. FOR CONCRETE CAST AGAINST SOIL PROVIDE 3' CLEAR TO ANCHOR BOLT. 5. NAILS TO HOLL WN POSTS SMALL BE 10d COMMON. (16d SINKERS MAY BE USED WITH PRIOR WRITTEN APPRRVAL BY THE STRUCTURAL ENGINEER). 6. MINIMUM OONCRETE WALL THICKNESS IS V. 7. WHEN FIELD CONDITIONS BECOME LESS THAN MINIMUM SHOWN, CONTACT ENGINEER PRIOR TO PROCEEDING. S. DRILL ANCHOR BOLT HOLES 1/8 URGER THAN ANCHOR BOLT DIA. 0. HOLDOWNS MAY BE ATTACHED TO EXISTING CONCRETE USING "ANCHOR -IT HS200" SOILDBOND EXPDXIES w/ THE FOLLOWING SIZE AND EMBEDMENT: SEE CHART. HOLDOWN POST PER PIJ N TRIM STUD WHERE (2 -2x MIN.) SEE NO`E:: REO'D. FOR FLUSH FINISH PRESSURE TREATED SILL PLATE PER SHEARWALL SCHEDuL.E (2 - 2x MIN.) X ALL THREAD BOLT AND E LENGTH PER SCHEDULE. EMBED WITH ANCHOR -IT "HS200" EPDXY (ICBO REPORT NO 4393) HOLDOWN AT SLAB Nz/ mm PROVIDE 4x SOLID BLOCKING BELOW HOLDOWN POST TRIM STUD WHERE REQ D. FOR FLUSH FINI:.H SILL PLAI E PER SH EARWALL SCHEDULE (2x MIN.) `- ANC!4OR 3OLT PER SCH =DOLE THRU BOLTS PER SCHEDULE HOLDOWN POST PER PLAN (2 -2x MiN) SEE NOTE N3 A HOLDOWN AT FLOOR . 1 HOI DOWN POST PER PLAN ; TRIM STUD WHERE REQ'D. FOR FLUSH (2- 2x MIN.) SEE NOTE #3 n INSTAL. SIMPSON 5THD14RJ' ,r,1 TRUSS/ SHEARWALL CONN. n PERP. TO ROOF TRUSS � n HOEDOWN ABOVE HEADER N.TJ• AND ALL FRAMING MENDERS RELIEVING EDGE NAALING FROM ABUTTING PANELS 14 N.TS• d+ G E 16d w MFD BY ZONE FOUR - USE 1 /4x3x3 1 I 2" FINISH Du PI R k;M PRE SSUkE TREATED SILL PLATE 14 SHALL NOT BE LESS THAN A SINGLE 3 -INCH NOMINAL MEMBER AND SILL PLATES EDGE NAILING H M tit BETWEEN PLATE AT BOTTOM OF ANCHOR BOLT DIAPHRAGM 16d O 8" o.c. 1Ed O d 0. C. PEF' SHEARWALL SCHEDULE SHEARWALL NOT BE LESS THAN A SINGLE 3 -INCE NOMINAL MEMBER. TWO 2X BOTTOM PLATES MAY BE SUBSTITUTED FOR A SINGLE 3X BOTTOM (3) 10d SHEARWALL II FLOOR JOIST tiOL12O YN NOTES; . , 16d O 8' ox. EDGE NAILING 1z, PER aLOCK • (2- 2x MIN.) � , (4 PLC. TYP.) (4 PLC. TYP.) HD14A I" DIA r- BREAK SHEATHING 1. ALL THREAD B OLTS SHALL CONFORM TO .Q CO = a< ON BLOCKING OR ON BLOCKING OR PLATE WHEN APPLICABLE. �, O 11 ASTM A307. �•- .� 46 18 SDS 1 4x 31 3. NAILING CRITERIA IS BASED ON UBC TABLE 23 II - 1 - 1 FOR CD PLYWOOD AND HF02 > u 2. MIN. CONCRETE COMPRESSIVE STRENGTH fc =2,500psi. Z m tj r STRAP - AN( HOR BOLT - - FRAMING. WIRE STAPLES MAY BE SUBSTITUTED AS OUTLINED IN THE STRUCTURAL 1 0 DOUBLE TOP PLATE w/ EDGE NAILING (STAGGER) FO TOP PLAIE SPL SCE AND NAILING PER PLANS. (46) 16d in DBL. STUD o W MST60 STRAP PEF� SCHEDULE x ' CENTER on RIM JOIST NOTES. OTHER SUBSTITUTIONS MUST BE VERIFIED IN WRITING BY THE STRL. ENGINEER. SEE SHEARWALL SCHEDULE FOR LUMBER GRADE). LAP 4' - 0" MINIMUM. CENTER SPLICE ON STUD. 3• HD14A, HD20A & HD15 REQUIRE A 6x MIN. POST SIZE, U.N.O. (8 1/2" DIA 1 14" 1 " 4. HOLDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS OF MANY SHEARWALLS. SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON EDGE NAILING AT ALL PANEL EDGES. BACK w/ © HOEDOWN PER SCHEDULE AND PLAN 4. MINIMUM EDGE DISTANCE SHOWN IS FOR FORMED CONCRETE •:. , THE PLANS. REFER TO THE APPROPRIATE CONNECTOR DETAILS FOR ADDIONAL 2x BLOCKING OR BACKING @ CUOR -ANATE ALL STUD AND PLATE SIZES EXPOSED TO SOIL OR WEATHER. FOR CONCRETE CAST AGAINST INFORMATION REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, ETC. �C EDGE NAILING TO HOEDOWN POST (FULL HEIGHT) w/ S iEARWALL SCHEDULE REQUIREMENTS SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. 5 ANCHOR BOLTS MUST BE EMBEDED INTO CONCRETE OR GROUTED CMU A MINIMUM ", 'Q STUDS O 16" o.c. UJ EDGE NA-LING TO POSTS. TRIM STUDS ' S. NAILS TO HOEDOWN POSTS SHALL BE 10d COMMON. 16d SINKERS @ H OLD OWN AT SLAB OF 7 AND SHALL BE PLACED TO PROVIDED A MIMIMUM OF 2" GROUTED CLEAR <DP.T. SILL PLATE w/ EDGE NALING do ANCHOR AND KING STUDS MAY BE USED WITH PRIOR WRITTEN APPORVAL BY THE STRUCTURAL Of ' AGAINST. F�[ OF FORMED CONCRETE (PROVIDED 3 CLEAR FOR CONCRETE CAST BOLTS PER SHEARWALL SCHEDULE (PROVIDE ENGINEER). - A MINIMUM OF 5/8 dio. ANCHOR BOLTS O } Y r 6. ALL MACHINE BOLTS (M.B.) SHALL BE ASTM A307 OR BETTER (NOTE: HILTI 48" ox., EMBEDED 7" MIN.) ' KWIK BOLTS OF THESE SAME DIAMETER AS SHOWN ABOVE, MAY BE USED - ` IN EXISTING CONCRETE. BOLTS S HALL BE EMBEDED A MINIMUM OF 5 INTO AL STND* SHEARWALL ELEVATION V HOLDO`'V'N DETAIL EXISTING CONRETE•) 2 7. AN ACCEPTABLE ALTERNATE FOR APA RATED 15/32 COX SHEATHING N.TS. ; . IS THE 15/32 ORIENTED STRAND BOARD (O58). 8. USE 2"X2"X3/16 WASHER OVER ALL ANCHOR BOLTS. ` } 2x BLOCKING SHEATHING do NAILING STRAP IN LIEU OF .• 4 PER SCHEDULE /PLAN HOLDOWN WHERE \ OCCURS •. p PREMANUFACATURED i I .EXCESS AROUND BEAM) a \ ROOF TRUSSES PER POST do ROOF TRUSS PLAN HOLDOWN ' • • PER PLAN PER PLAN �� HEADER PER PLAN , w r \ `.�' C •• • 48 DIAPH EDGE \ \ (5) 16d If • • • NAILING \ / EA. END I I • 1 CLEAR SPAN \ \ / /� I I '. 17" MAXIMUM L 2x VERT 2x BETWEE TOP /BOTTOM / 16d O 8 "o.c. --.• CONT. BLOCKING _. •r L + ` ,� _ KING STUD TO 2x TRIM AS REQ'D. - 30" min. w/ A3SF ® 24" o.c. BLOCKING TYP. _ ` _ T POST REBAR ''�� -�• EACH SIDE OF � BEARING PATE LENGTH ';�'._• � - � SHEARWAL TRUSS 1/4 x 4" x 4" r' �, "•• '' ONE #4 REBAR EDGE NAILING 2x BLOCKING ROOF TO WALL BLOCKING CONNECTION SIMPSON MST 48 EACH IN SHEAR CONE (12" MIN. REBAR " PER SCHEDULE / PLAN '. END (BEND EXCESS ; LENGTH) NOTE: DOUBLE TOP `; AROUND HEADER) VENTILATION MAY BE REQUIRE; PLATE v 1 AT BLOCKING VERIFY METHODE M/ SHEARWALL NAILING` ' POST & HOLDOWN FR » OM CORNER ENGINEER PRIOR TO CONSTRL- Ti )N 5TUDS do SPACING do SHEATHING PER BELOW PER PLAN PER PLAN SCHEDULE / PLAN ' IUM JOIS INTERitJR SHEARWALL Orr n INSTAL. SIMPSON 5THD14RJ' ,r,1 TRUSS/ SHEARWALL CONN. n PERP. TO ROOF TRUSS � n HOEDOWN ABOVE HEADER N.TJ• M EDM N MIN. EDG ENJTH IT 8 1 1 2 8" 1 1/2" 10 1 1Z2" 10 1 1 2" 14 N.TS• Q) 16d 14' 1 I 2" DIAPHRAGM Du PI R k;M 0 14 • EDGE NAILING EC GE Nf ILING tit BETWEEN U DIAPHRAGM 16d O 8" o.c. 1Ed O d 0. C. BLOCKING SHEARWALL EDGE NAILING SHEARWALL (3) 10d SHEARWALL (3) 10d FLOOR JOIST EDGE NIAIUNG 16d O 8' ox. EDGE NAILING PER BLOCK EDGE NAILING PER aLOCK PER PLAN (4 PLC. TYP.) (4 PLC. TYP.) HD14A I" DIA r- BREAK SHEATHING BREAK SHEATHING .Q CO ' 4 1' DIA ON BLOCKING OR ON BLOCKING OR 0 �V O (,ft,N, HOEDOWN INTO EXISTING FOUND `11 CAN RMEWED POR GODS GOM WV -8W City Of TukWIS oUILDIW MMON ar OF�u OCT 22 M4 ftftrr 8DG°� V) M EDM N MIN. EDG ENJTH IT 8 1 1 2 8" 1 1/2" 10 1 1Z2" 10 1 1 2" STHD14 Q) 16d 14' 1 I 2" STH014RJ STRAP 0 14 1 1 2" HD2A LS" DIA 2 5/8 DIA U 1 3/4" � O 2 3Z4 DIA 11 U HD8A N 3 7/ 8" DIA � 1 3/4" HD10A v N 16 1 34 HD14A I" DIA r- X 1 3 4" .Q CO 1" DIA 4 1' DIA I 21w 1 3Z4 0 �V O 11 O r PHD6 -SDS3 7/ DIA 18 SDS 1 4x 31 14" 0 > u 24 SDS1 4x 16" D STRAP (42) 16d in DEL. STUD --+-� . w U (46) 16d in DBL. STUD o MST60 STRAP � CENTER on RIM JOIST t1 T - 4 4" 14491 (8 1/2" DIA 1 14" 1 " No. Dote By - , : 'Revision z Q U 4) O a Drawn by: CLl:. Checked by: CCC Dote: 05/28/04 Job No. 2209 S -1 i t, i Y :t t ! � 'i V k e 'r x r . - .. .. ... . _. .. ._ . - - . � _ _. .. .. - ,. .. , .. .. �- ,,,, . _ i ..* .r.rw.�.' - «. ...�w..«.R..r .. .i... -.... . w..w.v+i�.• . �..rv4.M.. ��_ yyy-y ' -'�►'. *' ; � .. .+. "�'~' -' �. �r '.l"�}'.r'�9! 4 .. u ,. � .�' +� .:.��.3: - ^ �� y `' y � , 4.i:it��►�•i."'- •_+►+M.�4✓1'.! I�IL.�}V�M�iv" ��1 �.• a- •I�•,+• �� �• i - ii ►.ri ii.�Y�1. ^!. �•Y,M.'�•..i► 1��wY.4.w... w1..r.•�..I�•..w.+.y.r...1•. tir • + w. ��0��1'k ` . •... , .. . HOLDOWN SCHEDULE ANCHOR THRU BOLTS MODEL ENEW ___ BOLT R NAI STHD8 STRAP 2a 16d STHD8RJ STRAP 24 16d STH 10 STRAP 28 16d STHDIORJ STRAP 28 16d 1 38) M EDM N MIN. EDG ENJTH IT 8 1 1 2 8" 1 1/2" 10 1 1Z2" 10 1 1 2" STHD14 STRAP 16d 14' 1 I 2" STH014RJ STRAP 38 16d 14 1 1 2" HD2A LS" DIA 2 5/8 DIA 11" 1 3/4" HD5A 3/ 4" DIA 2 3Z4 DIA 11 1 3 4" HD8A 7/8 DIA 3 7/ 8" DIA 16" 1 3/4" HD10A 7 DIA 4 78 "DIA 16 1 34 HD14A I" DIA 4 1 DIA 21 1 3 4" HD20A 1" DIA 4 1' DIA I 21w 1 3Z4 PHD5 -SDS3 5/F DIA 14 SDS1 4x 11 PHD6 -SDS3 7/ DIA 18 SDS 1 4x 31 14" PHD8 -SDS3 7Z8" DIA 24 SDS1 4x 16" MST37 STRAP (42) 16d in DEL. STUD CENTER on RIM JOIST MST48 STRAP (46) 16d in DBL. STUD CENTER on RIM JOIST MST60 STRAP (56) 16d CENTER on RIM JOIST T - 4 4" 14491 (8 1/2" DIA 1 14" 1 " N•TA NOTE: SEE ARCHITECTURAL DRAWINGS FOR SCREENED VENT REQUIREMENTS DIAPHRAGM EDGE NAILING 16d's O 8" o. c. A35 O 48" o.c. JOIST TO PLATE REDUCE SPACING I 12' o.c. FOR & SHEARWALL EDGE NAILING 2x BLOCKING (OR RIM JOIST 2-16d NAILS TO EA. JOIST) (SEE SHEARWALL SCHEDULE FOR PLATE FOUNDATION SIZE AND ANCHOR BOLT PER PLAN •• SPACING) FNI)e / SHEARWALL CONN. N.T.S. I V N.TS. 2x5 P.T. HF #2 w/ SHEARWALL 5/3" dio. A.B. O PER PLAN 4'--0" ox. (MAX.) 24 BACKFILL w/ #4 O 24" o.c. c POROUS MATERIAL '- (TYPICAL) SLAB PER PLAN w t Z V O NC. WALL PER N - HOOK VERT. INTO FOOTING AS 4 SHOWN ' w • .* i • co FOOTING PER PLAN \- 4* PERF. PLASTIC PIPE PIPE - CENTER IN 1 FOOT WASHED PEA GRAVEL & DRAIN TO DAYLIGHT OR APPROVED OUT FALL. n NI)e / SHEARWALL 1 7 N.T.& I NW 1 I moo, CF .I'VE 4 s �" SEC TI ON 10 T23/V R 4 E W. M GEARING L" TS is TH E \ PROPERTY LINE GRAPHIC SCALE \ - 0 0 10 20 40 so (1H FEET) 1 8 ✓ 1 inch 20 tL \ ✓' ✓ 7o \ - \ - - r \ .$ BENCHMARK: CITY OF TUKMLA SSMH 1267 -4 INV EL = 106.20 9 5.0' 2 f 11 � I 5.0' 10 \ I - \ I ./' .✓' � 9 T LOT 7 5.0 RSIDENCE � RESIDE .� E w „••- \ � s s RESIDENCE 4"PVC } n nx IF inn nb Sr Rece C" =ttE.1 OUT ww.rr A \ J_ / .•� �0 \ w IF CrryOG n'^'*iu ..FF ," i ON 4 SrDE SErIE;R / M O 47M Sr \ 4704 4 - !u q IN \ 334140ytly , \ y} P ERWcefr a � n Is ya1y REST E 1 -60aw (�Z' i GARAGE I LEGAL DESCRIPTION \ LOTS 6, 7, 8 AND 9, BLOCK 1, C.D. F 16.3 2- GARAGE 116.7 S ALL TNT 1"P OLY WATER , ` � ✓ '' a 116.9 + LINE (TYP). 200 PSI 19 / \ (! ( DR PE BETWEEN \ • I WATER METER HOUSE dr ., \ S SUB I () ✓ S� GARAGE 10'S T / . \ FF =117.1 ASEMEN ; GARAGE s ✓ OWNSP FF =117.3 ./ S \ "Z C ECTION POINT 5 \ ✓ ,/ " \ \ (TYP) 18' SIGN .� s -' ✓ S TE \ \ 2 U (2.Or.) 18'6 ' o P L •� ✓ -'' 116 \ \ 48 . b1A DRY WELL \ (TYR). SEE DETAIL PVC WYE Ile I PVC GO 7 , '~� S ✓ .��''r' E o \ \ \ -/ G TYP I CATCH BASIN c7 EP 23 (TYP) VANED GRATE e ?ooh 't MIN MIN MIN MIN MIN G ✓ , - ` 8 f• RIM EL- 116.6 \ . \ \ \ / _ ✓ / 'SO INV EL= 112.6 r A \ G SO 1 ` �l/V � Vild -/ WATER METER AND G Tl'1� I -CATCH BASIN SERVICE CONNECTION -_'.� �•: �N y _ Y ,� /�� �j // 1 \ `� -•�" �� 5' /� (TYP) VANED AiE~._ FOR EACH LOT PER ✓ ✓ �,�/ a ✓ ✓ '. ` .1 CITY STANDARDS G i ✓ ✓ ✓ RIM EL- 116.8 Ex =01 01267 -1 _. INV EL- 112.8 .7 ., * \ 't S5•/ „ ✓ / .. 1 � alrl Eti IISr14 � , �;,,� ExT� of aw r•io S � , `_ ACP CLASS 'E' O R '' �, .� > > 8 5 ,^s! -'� ✓ -- ✓-- ASPHALT P l A11 - i CLASS B .- -� '(SEE DET AIL) ,. r PMC SIDE SEAR i ' PW TEST9W TEE SURFACING TOP COURS� ` \ 6 510E SEYIER 001014 �2.0001014 6' PVO QEAhOt1T " 0 6" CRUSHED ✓ - ✓ f 6" 8,• ,- -' >< � ..-- (M TOO RACES) S TE PLAN OTES TYP I CATCH BASIN TYP I CATCH BASIN / f CRUSHED ROCK, TYP) VANED GRATE TYP) VANED GRATE RIM EL 117.2 RIM EL= 117.0 1. STORM WATER RUNOFF FROM THE ROOF AND DRIVEEWAY AREAS FROM EACH FLOWABLE FILL INV EL 113.2 •INV EL= 113.0 L OT ARE COLLECTED IN A TYPE I CATCH BASIN AND THEN ROUTED THROUGH A OR \ �� i Ex SSW 01257 -3 These plans have been reviewed by the Public 4" ADS TIGHTLINE TO THE DRYWELL SYSTEM. 14M ELn 117.23 ' AS REQUIRED BY ENGINEER � �'' � . , wy Q„ 1o�ss W Works Department for conformance with current . c r ' ' "V EL=106�67 S City staodarda. Acceptance is subject to errors and 2, dRYWELLS WILL BE INSTALLED ON THE FOUR LOTS. * SEE DWG # HR-05 FUR MINIMUM STANDARDS Ex SSMH 0126 as>lons which do not authorize violations of Ib111 E1r•11a3,91 - adopted standards or ordinanm. The responsibility E x SSMil1 /1257 2 3. THE ELEVATIONS OF THE RESIDENCES AND DRYWELLS ARE THE SAME FOR ALL TYPICAL PA TCH FOR FLEXIBLE PA VEMENT *#V EL=10&20 E 11M EL•117.3+J - t a dequacy of the dealgn rests totally with the LOTS. _ WV El.w 10J�3a M ,I I 0111 EL• 10&63 h t IWHEN PERPENDICULAR TC�O� ° `�~ 1 ROAD WA Y CENTERLINE I 1 z Q co cc I— I.- p ^ _J W U O o n LL. 3 a a 3 W W O 0` o` a 0°C W w W O L~., O ►- W �W I d W 0 W 0 �- W �.." Ln 117 • 116 SCALE HORIZ "=2' R.T_ ._ 1 20 115 -�- - -. i LOT 6 FLOOR EL =117.30 !1 LOT 7 FLOOR EL =117.10 LOT 8 FLOOR EL =116.90 LOT 9 FLOOR EL =116.70 rYPICAL DR/ VEWA Y PROFILE 1 } < 3 < I L I 1 V I I 1 118 I � I 117 I '' •� _ 116 s 115 w 1 _Z J �\ I "', �- 118 r i ' 117 • •_ _ - -• -.. - . 117 SCALE HOR12 I"=2 _ l I \ VERT f 20 Y it 1 116 YPIr. A1. nR1 V4'WA Y SEC TION " HOUSE • MIT El�tOd►61 E desugnet. Additions, delenona or 4. INSTALL FILTER FABRIC OVER ALL CATCH BASIN OPENNNGS DURING drawinp after this date Will void thin CONSTRUCTION. REFER TO DETAIL DRAWING ON NEXT SHEET. Roof Do wn spout and will require a resubmittsl Of tf:vistd drawings for subsequent approval. 5. A SOIL LOG TEST HOLE WAS DUG ON EACH OF THE LOTS AT ABOUT THE ' PROPOSED DRYWELL LOCATION. THE TYPICAL SOIL TYPE AND STRATIFFICATION Fuml tanee is subioet to field iaapocdon by WAS AS FOLLOWS: TYP /-- Catch Basin the Public Works utilities kI$Pectot. 0-5" BROWN SILT FINE SAND with vaned grate . Date: 8r _ 5' -9' BLACK MEDIUM SAND - NO WATER TABLE ENCOUNTERED y as.v �•► - zu.v t - A �'p « . y 6. ALL SANITARY SEWER PVC PIPE CONFORMS TO AS TM D-3034, SDR 3034. 0 .� g� 7. ALL STORM DRAINAGE PIPE IS ADS CORRUGATED POLYETHELENE PIPE. flow 48 Inch Diameter Hole Filled with DR YWELL 1/2 -3" Woshe a r�rroW - rt� .�,� .a PLAN VIE Drain Rock N TS .Roof Downspout Overflow nP I - Catch Basin with vaned grate Splash Block 6 max q i~ - 1 i ..r� •ir `! •� t ?. f' 1 - 2* m in L.. 4 ADS 4" ADS T . • . , ape= m S lope=TOX min v oL r a ll � reen on 4 Mesh 48 Inch Diameter pipe inlet Hole Filled with 4 min Sides o! Hole_ 1 1/2 - Washed , Lined with o Drain Rock j . Filter Fabric G 4 d t 15 min Min. I' above Seosonol High Groundwater Table It�R YWEL L ,SEC T1 ON WS v �j I JV01 MCRIP n MIDA TE IB 4 �1R It T O o ,. 0 T O I � � a z I w- j 3 �Qa� O N . N Io q Q) 4 - 3 Q O • 4 w Z w w 0 v 1 r �V M ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLAT, PAGE 64. IN THE CITY OF TUKWILA, KING COUNTY, WASHINGTON CORRECTION 2004 T Will .� 10G �� 41 4r- .ar NO T LOT 7 w&O T or s wr AREA 3XG 1 � s s Haar A n nx IF inn nb Sr Rece ww.rr A 44 k w s wa w IF CrryOG n'^'*iu 10TY YPMPb / M O 47M Sr gg 9 4704 4 AN 3 0 jM( !u q 740-OA 334140ytly y} P ERWcefr a � n Is ya1y LEGAL DESCRIPTION 51119 *eT` LOTS 6, 7, 8 AND 9, BLOCK 1, C.D. HILLMAN'S MEADOW r ARnFNS TO THE ('ITY OF CF4TTI F fll \/I ClnKi n t I JV01 MCRIP n MIDA TE IB 4 �1R It T O o ,. 0 T O I � � a z I w- j 3 �Qa� O N . N Io q Q) 4 - 3 Q O • 4 w Z w w 0 v 1 r �V M ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLAT, PAGE 64. IN THE CITY OF TUKWILA, KING COUNTY, WASHINGTON CORRECTION 2004 T Will .� 10G �� 41 4r- File: D04 -0209 35mm Drawing #1 -7 a= a ! y W [ s a a 0 a LEFT ELEVATION 6cALE, 114"- V. o• FRONT ELEVATION OFp 0 2 ZOp� ;.7.. H F - I IF] Ll E :[11 P..4 v V u N .a a m" a ,, " RIGHT ELEVATION BGALE, v4' . I' - p" 1 I I� ,U v Inch 1i16 r I:�2� oq� 0 „I�1 =) 7 j w � 'o , v 41 �u G� "�u A u N u OM 56 bL £L ZL a= a ! y W [ s a a 0 a LEFT ELEVATION 6cALE, 114"- V. o• FRONT ELEVATION OFp 0 2 ZOp� ;.7.. H F - I IF] Ll E :[11 P..4 v V u N .a a m" a ,, " RIGHT ELEVATION BGALE, v4' . I' - p" 1 I I� Inch 1i16 r I:�2� L „I�1 =) 7 j 56 bL £L ZL z w� Ifl I IIIIII II�IIIIIIIIIIIIII( REAR ELEVATION WALE, v4" . I' - m" Iaa aaI A6 6 AHD BLOCKM. REVIEW Mkt LAYOUT PRIOR TO FRAHMG. 6 AND —, TO BE 7 HWI•MR DOUBLE UNDER TION6, PROVIDE SOLID BLOCKING, OVER BEARNO MEMDER&. IINOW 14DR6. TO BE 4x10 DM (WO) AFACTUNED TRUSSES TO BE IDENTIFIED DY MUG,'6 STAMP, r flWLC 4 CHPp6Y TO BE UL LABELED n 6PEC0 O/61DE CMBSTN AIR 1162V (MIN 6 SQ M) rr allO IR PLOW TO 7!5 C !- BE LABELED PER iv W fee, OLIDIN6 GLA66 DOOR& Y WITH UEIG. SECTION 2406, IT REGISTERS TO BE PER LEG&V* 6' IN FROM EXTERIOR WALLS, 3 M p"R OVEWRN w 4 E)d"T ! PM-r: (a' -D" X 5 X I B" TH V_ W I CL) IF G, EA WAY 70 P ED 5M, (TYP 2 PLAL>r5) I OR RUE DRAFT INDUCTION FAX NO, 90A -$O, AND MEET Z ENERSY CON6ERU VATION ACT. !ATM ELOMENT &, AND SWITCHES ZION 24OW 4 7609.1 ID Ttam4ou" ENCLOSURES To VATE APPROXIMATELY AS W INTERIOR WALLS, IS TO 0/61DE. DRYS! PXU rwl r - DTL FOR ALT. SOLUTION& ALL EXHAUST DUCTS INSLT'D (NIRN. Q R -4) R ALL NAILING TO COMPLY WITH UBD. TABLE 23- 7 -19-I, CoLtMr, POST 4 EWA NNECTION6 TO COMPLY WITH UD.C, SECTION 2316, ALL EXT. WALL6, INTR MAIN PARTITIONS 41OR BRG WALLS To BE BRACED. SCR METHOD, REFER TO "l Ulm. SEE AA,C, BELOW. ! SHEAR WALL NOTES 1 SMOLE. FOR OTHER COMPLIANCE METHODS ER�OR a STORY GU� SPUDS !�6" 0 , UN OOMD NAILED W/ COOLER OR WALLBOARD NAILS e T 0 S'PER STORY, SEE ONE STORY (SEE SHEAR WALL OC44 FOR ADDTNL- IWO) SOLID &MO REO'D ON LOAM STORY OF 2 STORY BUILOM[i PER UBG YWA.L NAILED PER 64EARR NAILING SCFEDULE6 OR UBC 1971 EDITION. TUB/SHOIER 6U WUND WALLS TO HAVE WATER RSTNT GYP BM AN MOAN HARD SURFACE TO A MNIMUM HEIGHT OF 10' ABOVE DRAM INLET PRDt61DE SINK DETCTR IN COMPLIANCE WITH UDQ AM U8r- STD. 0 434. SMC DETCTRS W/DAT BAO4"AMC DETCT1 WILL SOUND AN AUDIBLE W1 IN ALL SLEEPING, ROOMS. XJKLLMri To COMPLY W/"ST OIIUt y CODE, 2001 EDITION F'� CAjLK dA&xET4R WEATHERSTRID TO LIMIT AIR f FAWAa. FIRE STOPS 614ALL BE PRVD'D TO CUT U " VERT TO HRZ NTL SPACES, NCL % THE 066 ROOF GFEATHING W/COMP ROOPMG ! DETAIL 014T FOR ALL ADDITIONAL Man 6 BTWN ri" ENvELOPE. SD NATIVE SOIL CODE (UBGJ "M EDITION L CCNCL'D DRAFT oPN7f6 R TUS, SHU M FRPLACE, ETC. PLYUD AT ALL oV£RFNANG6. G NOTES: DUCKOITa -_ r — B "xIS "x10" U 6E P ROVIDE 6" DIA. SLEEVE I I W/ 2 - % BARS MA ,03 0" BELOW TOP OF WAIL L — PIS 44 POST BASE b PC 44 P06T CAP 7) IF= T • TOF D FOOTM66� r 74 "x74 x17" 9) 3St PROVIDE MM 2" DIA HOLE I W/ 2 -04 DAIM ELL I PB » P06T OASE 0 " 0 eELau TOP a WALL L � PC •• POSt CAP 4) TOP OFF WALL 4 �iD AREA — — — -1 3V1ft°xq" -DELL (AS REQ'DJ UIV 3 -04 BAR$ E)U VERS'Y LOCQ ON 617E I PS POST BASE NOTE. MM 10' HOURIL BTtLN H2O 4 $EWER I I PC -' POST CAP LOCATE AWAY FROM DECKS 4 PATIOS L — —, -1 SUCKOUTS 4 FO SCNEDUL 136 UNDER -FLOOR AREA . 4.1 6Q FT. NET FREE REQ'D. ISO 4.9 NET FREE x 144 a 10" 6Q INAa FT. NET FREE REG'D. PROVIDE 1 SQ. Fr. PER 50 SQ. Fi. OF UNDER FLOOR! AREA. COVER VMT6 WITH 114" COMR061ON RESISTANT WPM MESH. LOCATE VENTS AS CLOSE TO CORe" AS PRACTICAL. E#PICIFNT VENT AREA . 12D SQ. IK 6Q. IN. NET FREE 10" • VENTS VENT AREA 12D b REQT7. CRALUL VENTILATION CALCULATION .. 6`x16` 6giEENED O FOINDATICN VENTS EQUALLY I SPACES ATRDNIU4LL COVER W/ V4` CORRO610N RESISTANT WIRE MESH O PROVIDE 1/1' HK AIRSPACE BETUEEINI ENDS OF GIRDERS 4 FOUNDATION WALL (TYPJ (ox ID DF # I-, pF Z ZQ04 � , S "k P IOV2:CONC GL65AX 4--- COL W /(3)W5Y, W -55 /B" W/ EA P-ALC4C4)d3 [Z) 4 "4 Az1J7 I lte r- TIC564 "% TD'P 130LTS I 4 BDT /a4L(2 f� 12 "olC �d U 0 rA U) 0 1 �V v E1 orq v v J� (A h �C y" 44 cd 0 N i O O N w9 X 00 N N �ro rq (tf N N u 00 0 ■ e rn ■ a° (! e at hilm ■ 6 0� h u I U I V r� t I ^^�, j u I YF�WL EA ` d �. x e e e■ u e •■ • � I FT&. (v'-C" X 5'-e- ---- - -� A 15 "7H K W /(.)#6 EA WAY TDTz;a. Tc i FOUNDATION PLAN -- M_. - -_:— SCALE. 1/4" . I' - 0" _._ ----- 1 0 0 C ONC o COL / FT& CONN. '� ■ ■■ � x. t A 1 IIiIII.� I�.I.il..�l� II- I;��III �L_I IIIIIIII I� I) I� j` ICI Iii _- III IIIIiII III i I I Inch 1/16 5 6 I 7 i ! ,i ._ � � 1� Ta , ;�7• 1 � f S ..1. K Y .+ 1. Siyhrr ..�i: +dl j � r . III III�IIIIIIII<< Ulllllll 1 1 111IIILL I LIIIIIIII I III _LIIIIIIIIII.Iai�llllll� II���LI I Z w� III !,,... IIIIIIIIIIIJL� �) IIIIII�I IIIIIIIII li4 I IILl� 'IIIIIIIil1llllllllllHill NOTE, - 7 REQUIRES DF# 2 1i' 4 G D S s Q s T y 12' -6 112" 2'•5 112" , 3' -2 IR" 12'•6 IR" 2 ' -6 " b' -O' 4' -2112" AT�TN S Patio LOCATION O0NCFWM 6.Ox4 -0 I/2 SLIDE j C! �- —s- 412 DM 0" I ,! tiNTL 2 /6 Bonus Room --- - I - - -- Y 1`7 I 1 , nave LNDTO eLw / n Bdrm #3 J P A7AIRA / / p yy / 3/O I 2/6 I 1 I I ry eD 2 garage I I 13 in IIOV V6 \ b 3 \ W/ R 4 4" L M I \� LIB FLOOR m N O 15, S DRIVE � Sdrm *4 i 3 2/ y� �T + FAN 2 •. 4 Fo r "' r i i J i Y.O. ®a Q. S I I ' 4xeDPP2 I ' a 9 ---- I - - - -� to I i � u I I I I I F I� I I� a 0 ,y e I O T A 16x24" CRAUIL APACE ACCE66 MM51 U ALL 1 URATNEMTRIP A M "ATE TO O LEVEL MQJAl_ TO SUROUNOMG 12'-6 V2" )' -3112 ", 6' -7112^ 21_T�� SURFACES. PILOT6 a BURIERS OR HEATMG O ELEMENT6 4 6UlTc"EG TO BE AT LEAST I6" ABOVE PLCOR MM. 6" PIA. FRESH AIR DUCT TO CO"r -T TO RETURN AIR F'LNI M O WR CWM • TUB 4 SWOAR BIYRROIMD TO 6' ABOVE DRAIN MAIN FLOOR PLAN SCALE, 1/4" . I' - O" able a r■ l e s■ • s 0 4 S X 1 9 pF� 4 ?0Q1 C N L R �r 4 N. F•.n� I� - - yam of .I, I�,..1 11111111 esuee .rt -FIT iii i1` Ili i i I I Fi Ili 1.1 ji I I I 5 Inch vas I , 2I lit 11111 9' I lil... � :�� I ���I����I����I �I��h�Ill����tIl�ll�llil��ll����i����l 0 o� IJ ® 0 0 cd 0o hh11 U U�3 00 zOw 0 ; A� Vl P p e �r 4 N. F•.n� I� - - yam of .I, I�,..1 11111111 esuee .rt -FIT iii i1` Ili i i I I Fi Ili 1.1 ji I I I 5 Inch vas I , 2I lit 11111 9' I lil... � :�� I ���I����I����I �I��h�Ill����tIl�ll�llil��ll����i����l ppppp 22N M" ATTIC ACCE66. WEATHERSTRIP 4 NOULATE D OVER TO EQUAL CEILING INULATION. PROVIDE WOOD JJJ StRRDUVD TO PREVENT L006E IN61"TION 61-ILLAGE TO LIVNG 6PACE O DIRECT VENT FIREPLACE INSTALL PER MAMl'ACTURER6 SPECIFICATIONS 3 WR GRUB a TUB 4 SHOWER SURROUND TO 6' ABOVE BRAN ��TMRnF �t l JUN �2 PERMIT ANT UPPER FLOOR PLAN SCALE, 1/4' - 1'- O" a - f 1 I C l- Inch I/ I6 3 1I I +i) i+ x,n, , rj I ,j tnr- "� t .�".'Y't y.1 q �''• 56 bL EL ZL LL,. 0� 6' ii�i iiil iii��iii �L u�i�iiii liiii�iiiia� .iii��iiilii i.i�iiiiliiii�.ill . . , �. 5 .. .;�.�•. ��, E �,.. ,; z � w� i I Ci�l fill. iiiil i ��� ���iiliii SOURCE SPECIFIC VENTILATION REQUIREMENTS BATHM0 11 LAUNDRY ROOMS AND POWCL'R ROOM FAME TO Be R10 CFM. KITCHEN EXHAUST FANIS TO BE 100 CFM - EXHAUST FANG SHALL Be FLOW RATED AT 26 Wb. STATIC MWASWM EXHAUST DUCT6 SHALL, -BE INSULATED TO R -4 IN UNCONDITIONED SPACE •BE EQUIPPED WITH A BACKDRAPT DAMPER - TERMINATE OUTSIDE THE BUILDING - COMPLY WITH BELOW P �CIR F 1 MAX FLEX DIA. MAX 1. MAX SMOOTH CIA MAX FT, 25 4 S' So S. loo So 6" OVER MOO 6" OVER 100 S% 4' NOT ALLOWED 4" 20 6D 5' IS S. loo Be 6" SO 6" OVER too I" 6' NOT ALLOWED S" SO 100 6. i� OVER 100 15 i OVER 100 to 'l" TO 1" OVER 100 WHOLE HOUSE VENTILATION REQUIREMENTS: A 6' DIAMETER FRESH AIR INLET SHALL BE DUCTED FROM THE EXT TO THE PNO14 AIR RETURN PLIDAIM, THE PRESH AIR DUCT SHALL ME PROTECTED PROM THE ENTRY OF INSECTS, LEAVES, OR OTHER DEMO AND LOCATED SO AS NOT TO TAKE AIR FROM, -HAZARDOUS OR UNSANITARY LOCATIONS. WHERE IT WILL PICK UP OBJECTIONABLE ODORS, FUMES OR FLMIBL, VPRS. .A ROOM OR SPACE HAVNO FUEL BURNING AP'PLJANCES THIERIN. - ATTIC, CRAM SPACE, OR GARAGE, - CLOSER THAN to FROM AN AF'PLN OR p LMOG VENT OUTL UN LESS THE -DUCT SHALL BE NSLT'D TO 4 WHEN PA66M THROUGH A COND'D SPACE INLET DUCT SHALL BE EGLIPPED WITH A MOTORIZED DMPR T HAT W ILL OPEN OTHER T YNTL FAN DIN T MOTORIZED ' p , A MAA CL OSED DMF R SET TO !6 -A AIR CHANGES PER HOUR IS AL6o IEQIJIIED. THE TABLE BELOW. THE AIR NTAKE DUCT DMPR SMALL BE SET WIN 1�RNG EXH "T PANS MOT BE FLOW RATED AT 26 WG. AND MAX IS SOP! RATING. READILY ACC66BLE 24 HAIL CLCK TPIR OR DEA"IDISTAT A RELAY SMALL BE NSTLL D AND WIRED TO REGW.ATE THE R)IN PAN, RELAY AND U.LIOLE MO)6! EXHAUST PAN. INTERIOR DOORS SMALL BE MSTLL'D 60 AS NOT TO R1PEDE THE MGM NT OF FRESH AIR TO ALL MABITABLE ROOMS. VNTLTN SYSTEM MUST BE PER OR MANGE TESTED JUST I°RIOR To THE FINAL INSPECTION BY TIE INSTALLER OR A QLPD THIRD PARTY. THE INLET DUCT SHALL BE LABELED WITH THE ACTUAL. CFM6 MOR'D 4 A LETTER OF CMPLNC SMALL BE AVAILABLE CN SITE FOR THE INGPCTR BEFORE A CERT OF OCCUPANCY WILL BE ISSUED. VNTLTN /INDOOR AIR QLTY RQMNTS PER TABLE 3.2 - VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES AND LESS Mlnlmun rnd Maxftm Vantllaticn Rataa, CAalo Feet Pr Mlrwta (CHAP) OOR AREA, n a n MR. Mtn Max. Min Max. Mn Max. Mrt Max. <SOO be TS 66 9S SO 120 m 143 ilo 166 Sol.1000 DS 63 70 106 N 126 100 ISO Its h3 IOOI -BOO be to TS 1l9 90 13S 106 MSS 120 160 ISO1.2000 is "JS 60 12o m 143 110 lis ns 1 2001 -7500 TO Im 6D US TOO BO MIS 113 130 166 2501 -3000 16 113 So We NOS ISO 120 We 136 203 3001-3600 60 120 96 143 110 166 GS IM we 210 '.50 m 1 143 110 K6 tm lab we 210 B�6 233 VENTILATION TABLE 3 -2 T r- nat+r+rAg W42W IR" N - HEAT REGISTER 2.14" X 12- t/4 151FOLD6 (SGL) WTI V4" x613/4• M - HEAT NW61M 4 -1/4" X 12 -1/4• BIFOLD6 (0151.) W#INA 3/4" R3 - HEAT REGISTER 2 -1/2" X IO -1/4' MIRROR B,P W4'vA 3/4" 0I1NA86 WlNET) 3/4' R4 . HEAT REGISTER 4 -1/4" X m -V4 MIRROR D/P 1 1 WY2.2 M . HEAT REGISTER 4-1/4 14 -1/4" POCKET WM2a "+IS3 lR. ,2 HEAT REGISTERS TO BE PER PLAN. LOCATE CLITaT' APPROX. AS 6MOWN, 6" N FIICM EXTERIOR DRIER 4 '/2'x4 V2" WALLS 4 3" N AWM INTERIOR WALLS, RANGE 1 IR"xT VJ' TI - TOWEL BAR • 4' -0' ABV. PNI&M FLOOR OR 3 1 /2"WO 112" T2 - TOWEL BAR a 4' -6" ABY. FINISH FLOOR otRS"Y W/ MOOD R"I'6. T3 - TOWEL. RING a 4' -6" ARV. FINISH FLOOR STP - GURPACE TOILET PAPER HOLDER Mr - RECESSED TOILET PAPER HOLDER RAC - 30 -I/2" X W-la" RETURN AR • 1.1/2" BELOW CEILING OR RAF - 1 - I/2" OFF SUB FLOOR MC - 14" X 24" RO. (TYR) MEDICINE CABINET I R.O. SCHEDULE /PLAN LEGEND I PER CHAPTER 6 PERWRIPTIvE REQUIREhENTS 2001 WS CLIMATE ZONE 1 - OPTION III GLAZING U- FACTOR VERTICAL U -.40, OVERHEAD U.AS DOOR U- PACTOM U -20 N6ULATION, CEILING, R -3S, VAULTED C411 R -30 Q ABOVE GRADE WALLS, R -21, BELOW GRADE WALLS, R -21 W11 ED FLOOR OVER VENT CRAWL. SPACE, R -30 SLAB ON GRADE. R -10 NERGY CODE COMPLIANCE 19E1Q:ENT GLAZING CALCULATION6, XXX (6Q. FT. GLAZING) XX *>00m 7i X ma FT. FLR AREA) SQUARE F OOTAGE SUMMARY LOWER FLOOR SQ, FT. MAIN FLOOR SQ, FT. UPPER FLOOR SQ. FT TOTAL SQ. FT. UNFINISHED SQ, FT. GARAGE SQ- FT. ' & 4 ' W T "� (� 0'o �� U VJ 6r" 4 0G / 0 / � r. V 0 1 r u ( 0 V d ro "I^ I/ V I I N y�W Vv N A N � u 0zo 0 a 0 � A 4 a ,y e e ✓ o 3 � V W W rrrrr -rrrr urre A3 •SHALL CARRY M STAMP -SHALL BE INSTALLED a ENRAGED to 11 ACIUI�R6 6PECIFICATION6 •WLL NOT BE FIELD ALTERED WITFIOU7 PRIOR GUILD' DEPARTMENT APPROVAL OF ENGINEERNG CALCULATIONS -SHALL NAVE DESIGN DETAILS 1 DRA MM ON SITE POR FRAMING INSPECTION TRU55 NOTES ' TOTAL T. REOb, OF NET FREE DM. 60% BY VENT. ABOVE RAW X.5 . SF. 'TOTAL VENTILATION PROVIDED, 9 AF•80 ROOF JACK YEILD6 S0 IN NET FREE OR"6F • OF JACKS R 1 %. VENTS OR ( ) VENT6 W SAVE VMMTN (STANDARD) LRL FEET x 33 M 4 M . N SF SAVE VM4tLTN MWCO 11327) LN. FEET x 23 IN ? M . N 6F GABLE END VENT. PROVIDED (F APPLICABLE) ( ) x I� 2� 8F GABLE END VENT. MWADED (IF APPLICABLE) ( ) x N2 OF GABLE END VENT. PROVIDED lIF APPLICABLE) l ) x M 6F 6.461.E I!)ND VENT. 96% EFFICIENT BP x96. S• TOTAL SF TROD* JACKS. l ) x SO IN . 6P EAVE VENTS . GABLE END VET•lTe . W SIX PROVIDED) SF REOUIIQD RO:>P VENTILATION CALCULATION NOTE: PROVIDE VENT BLOCKING EVERY BAY m HATCHING DENOTES 2x OVERFRAMING oVERFRAMIN + SE DANS L US NF7 RAFTERS 024' Oz. • kV.11' MAx" 1NDRACED SPAN 2xU7 'IV RIDGE SEAM - S'•0' MAXMIAi IINDRACED SPAN 2x10 HM FLAT VALLEY LAID DIAGONALLY ACROSS TmX6ES 2.2x6 FP) RAFTERS a24' o • 8' -3' MAX" MBRACED SPAN ?xB HM RIDGE BEAM - T -0' MAXMLM LNBRACED 5PM4 2x11 Hal FLAT VALLEY LAID DIAGONALLY ACRO66 TR16SE6 3.2x4 4M RAFTERS 024' or- - 0' -0• MAx" Lj BFZ4CED SPAN ?xb NM RIDGE BEAT - b' -6' MAXMLM MERACED SPAN 2xb FF'2 FLAT VALLEY LAID DIAGONALLY ACRC66 TRXSES 0 0 a � a e V] a r f o e r n� f I � (' ci e 0 x UPPER FLOOR 4 L OWE R 8001= FRAMING PLAN 6CN2, 1/4' . 1' - 0' II I�IIII . II �� III LIIi1�1 .LIT Inch 1i1s • f11 111 ICI 22 �, III ; , ILI ,,,:''3I' II 1 11 11 111 111 0 0 0 ,U v 0 A oo o y v u sr 4J v, doE LA ro n� 4 9 u Nu3 A ( C�v 00 Z o 0 0 a � a e V] a r f o e r n� f I � (' ci e 0 x UPPER FLOOR 4 L OWE R 8001= FRAMING PLAN 6CN2, 1/4' . 1' - 0' II I�IIII . II �� III LIIi1�1 .LIT Inch 1i1s • f11 111 ICI 22 �, III ; , ILI ,,,:''3I' II 1 11 11 111 111 'it 'may y sr L Z 6 0 L 6 8 9 ( I III� I ;: ` II 1111 1111 IIII�IILI�I. III�IIII�II _I�IILI(LLLL�.LI�I(IIII( ( III I ... IIIIIIlILi.II��I IIIIIi�) l ll I lll�lllllllll�'I IIIIIIII�IIIIIII III1IIII r � T�ko FRtfr 1 cF ' y rFF r V a� e x x a a ■ u a a s n Ws 0 ■ a s a x e idea tam g a v e Ifaase re I I I - D'i NAIL TOP PLATE SPLICE W/ (21) I(od NAILS FOR MI CID LC HALF OF l�l/ P1 (TYP 0- SIbq -SHALL CARRY MAAUPACTUReR6 STAMP •SHALL Be SLSTAL.L6D 1 BRACED TO MANUFAG'TURERS SPECIPIGATIONS -WLL NOT DE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF ENGMERINd CALCULATIONS - SHALL HAVE DE61ON DETAILS A DRAWINGS ON SITE FOR RUMMG INSPICTION TRUSS NOTES TOTAL VENT. REQ D. 3" . SF NET FREE 90% DY VENT. MOVE EAVE x.5 . SF. .TOTAL VENTILATION P'ROVID", 0-50 ROOF JACK YEILDS 50 III NET FREE OR 35 6F • OF JACKS RE0 v%W6 opt f ) VENTS 35 SAVE VENTLTN !STANDARD) LIN. FEET x 33 IN . II4 7 . SF SAVE VZNTLTN (NUCO IS= LIB. FEET x TD IN . IN SF &ABLE 00 VENT. MMwADeD (IP APPLICABLE) ( ) x 2 6p GABPROVIDED LE END VENT. P (S' ApPLICABU.E) ( ) x GABLE END VENT. PROVIDED (IP APPLICABLE) ( ) x IN . 6�F • &MLe END VENT. T5% ElPICIeNT SF x176. OF TOTAL SP , ROOF JACKS. ( ) x 50 IN SP SAVE VENTS GABLE END VENTS . EF 6P f#ROVIDeD ) 61' RlOUIRED ROOF VENTILATION CALCULATION NOTE: PROVIDE VENT BLOCKING EVERY BAY i:�r HATCHING DENOTES 2x OVEWR.AMING QYE RFRAP'IING SPANS L US WM RAFTERS 024 = - W -II' MAXMUM UNBRACED SPAN 7X10 H») FWDOe SEAM - W.C. 114)(111M WBRACED SPAN 240 HM PLAT VALLEY LAID DIAL CNALLY ACROSS TM We 2.2)(b WK RAFTERS 024'0Z, - 0.3' MAX" Lf$3RACED SPAN 7XA W-2 RIDGE BEAM - T-0' MAX"M NARACED SPAN US HM FLAT VALLEY LAID DUIGLNA_LY ACRO66 TRLISSE6 3.7x4 Ham) RAFTEM 024' oa - W-O* MAxMLM UNORACED SPAN 24 FM RIDGE BEAM - 5'4• MAXPtM !!•GRACED SPAN 2xi HM PLAT VALLEY LAID DIAWNALLY ACRO86 TRUSSES Y 2 00 ROOF= FRAMING PLAN III III L.II...�IIIII..I...IL�LIII III Iil I I I I I � ( I ,21. .II II Iji IIL Inch v1s �� 1 +y ��> �,3 : I Ii IIl_ III III I I Ijl l�l 111 ICI i 1 I I I I 51 wW^'•1 III .III I 6 r 1 ` lil l� #-.15y �'A1 F � n:.�'' '^YV t ..T.y^ ,U v i G� � , e , a a od A o o q �, MO r � j lIw v 0( 411111 U y ou ul A r� 00 o II IIIIIIIIIIIILL� _LLIIIIILILLLII�IILIIII .III..... I � ' �LLII�IIIIILLII J' llllllllllllllll) �IIIIIIIII� 'll1111111�111111111�11111 ua 0. .ru0 X00 a■ a 0 a' • s o ni a 0 00 ,U v i G� � , e , a a od A o o q �, MO u U v 7� 00 U y ou ul A r� 00 o 0 a' • s o ni a • M 0 y r fi a o � • M nl 7 � , e , a a od r Y g t ■ a � v / U N 7� 00 ..._, N z ua 0. .ru0 X00 a■ a I W r 0 n 0 x A5 I STRUCTURAL NOTES: DFSIGN CRITF.RIAt 1. BUILDING CODE: IBC 2003 2. VERTICAL LOADS: ROOF FLOOR SNOW LOAD 25 par WE LOAD 40 par DEAD LOAD 15 par 12 par 3. LATERAL LOAD FORCES TRANSMITTED BY DIAPHRAGM ACTION TO SHEARWALLS AND THENCE TO FOUNDATION WHERE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE AND SLIDING FRICTION OF EARTH. 4. LATERAL WIND LOADS: 80 MPH EXPOSURE " " 5. SEISMIC SITE CLASS D, E -pQE + .2 SOS D pp 1.5 (ASSUMED), SOIL TYPE D (ASSUMED) V- (1.2Da /R)W, .2 SOS D NOT REQUIRED FO WOOD SHEARWALLS PER ASCE7 -02- 9.5.2.6.4,3 GENERALt 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CONTRACT DRAWINGS. 2. DURNING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING AND GUYS IN ACCORDANCE w/ ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. ANY DEVIATION MUST BE APPROVED PRIOR TO ERECTION. 3. ALL ERCTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. ANY DEVIATION MUST BE APPROVED BY OSHA PRIOR TO ERECTION. 4. THE CONTRACTOR SHALL BE SOELLY RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES, 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND BE RESOLVED BEFORE PROCEEDING WITH THE WORK. 6. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS AR NOT SPECIFOCALLY INDICATED BUT DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE I USED C UBJECT TO REVIEW BY THE ENGINEER. 7. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN ADDITION TO ANY OTHER SPECIFIC DEFAIL CALLED OUT. B. S ALL GIVEN R AS T THE BEST PRSENT KNOWLEDGE BUT T WITHOUT GUARANTEE OR ACCURACY, WHERE ACTUAL CONDITIONS CONFUCT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE ENGINEER SO THAT THE PROPER REVISIONS MAY BE MADE, MODIFICATIONS TO DETAILS OF CONSTRUCTOON SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. FRAMING L.UMBEIL 1. FRAMING LUMBER SHALL BE HEM -FIR NO. 2: AND HEM -FIR NO, 2 FOR ALL TOP AND BOTTOM PLATES (GRADES ARE TYPICAL UNLESS OTHERWISE NOTED ON PLANS), LUMBER TD BE GRADE MARKED PER WCUB SPECIFICATIONS. 2. STRUCTURAL SHEATHING SHALL BE APA RATED PLYWOOD, EXPOSURE 1, SHEATHING CONFORMING TO EITHER COMMERCIAL STANDARDS P51 -83, APA PRP -108, OR VOLUNTARY PRODUCT STANDARD PSE -92. PROVIDE MINIMUM OF 3/8" EDGE DISTANCE ON ALL NAILS AND 1 /8' EXPANSION JOINTS BETWEEN ALL PANEL EDGES. MINIMUM SHEATHING REQUIREMENTS ARE AS FOLLOWS: ROOF SHEATHING TO 13 15 C -0 INT -APA RATED PLYWOOD WITH 8d EXTER GLUE ON C PANEL EDGES ND INCH S CENTER AT INTERMEDIATE SUPPORTS. SUBFLOORING TO BE 3/4' T&G C -D INT -APA RATED PLYWOOD WITH EXTERIOR GLUE , P.I. 48/24. GLUE AND NAIL WITH 10d AT 6 INCHES ON CENTER AT PANEL EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. 3. UNLESS NOTED THERWSE. USE COMMON NAILS TTHROUGHOU N NOTED 4. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY DETAILED OR APPROVED IN WR17TING BY THE STRUCTURAL ENGINEER. 5. PROVIDE 2x2 WASHERS UNDER HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. BOLT HOLES SHALL BE NOMINAL DIAMTER OF BOLT PLUS 1(16" UNLESS OTHERWISE NOTED. LAG BOLT PILOT HOLES SHALL BE PRE - DRILLED TO 60X 0 THE NOMINAL DIAMETER OF THE LAG BOLT UNLESS OTHERWISE NOTED. ALL SILL PLATES SHALL BE BOLTED TO THE FOUNDATION WITH S //B" MINIMUM DIAMETER BOLTS SPACED AT 48" ox. MAXIMUM SPACING (EMBED 5" MIN. INTO CONCRETE OR MASONRY). SEE PLANS AND DETAILS FOR SPECIFIC REQUIREMENTS WHERE OCCUR. ALL FRAMING LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. (SEE NOTE 1 FOR MINIMUM GRADE INFORMATION) WIRE STAPLES WITH 7/16 CROWN MAY BE SUBSTITUTED DIRECTLY FOR COMMON NAIILS CALLED OUT ON STRUCTURAL PLANS: SHEARWALLS; 8d m 14 GAGE x 1 -1/2" 10d a 13 GAGE x 1 -1 2" DIAPHRAGMS: 6d = 15 GAGE x 1 -12" EARWAL S CHEDULE MODEL EDGE NAILING FIELD NAILING SILL PLATE CONN. O FND, BOTTOM PLATE ONN, O FRAMING li. II II _ IL` _ � - II II *SHEATHING Bd 0 Vox. d 0 12 "o.c, 5 B dia. O 48 ox, w 2x BTM, PLATE 16d O B o.. w 2x BTM, PLATE 24 6d Bd O 4 "o.c. d O 12 "o.c. 5 B dia. O 4B ox. w 2x DTM, PLATE 16d 0 6 o,c, w 2x BTM. PLATE 10 DX IOd O 4'ox, IOd O 12 "o,c, 5 B dlo, O 32 ox. wl 3x BTM. PLATE 20d 0 3 o.c. w 3x BTM. PLATE 1 1/2" 15/32" COX ONE FACE 10d 0 3 "o,c,10d 0 12'o.c, 5/8 - di O 24 o.c. w 3X BTM, PLATE 2 2Od O 3 ox. w 3x BTM, PLATE ® 1 573 - 2 CDX ONE FACE 10d 0 2 "o.c,10d 0 1 Vex, 5 B dla, O 24 ox. w 3x BTM, PLATE 2 20d O 3 ox. w 3m BTM. PLATE ® 15 32 CD% EACH FACE 10d O 4 o.c.10d EACH FACE 0 12 ox. CH FACE 9 8 dlo. O 18 ox. w 3x BTM, PLATE 5/8" dio. 0 16 ox, wl x BTM. PLATE ® 15 32 CDX EA H FACE 10d O 3 ox EACH FACE 10d 0 12 ox. CH FACE 5 8 dia, 1 c. O il 3x BTM, PLATE - 5/8 d1o. O 18 ox. v 3x BTM. PLATE ® 578 GWB ONE FACE 6d O 7'o.c, d O g' o.c, 6 B dio. O 48 o,c, w 3x BTM, PLATE 18d O 16 o,c. w 2X BTM, PLATE .-_ 1T-- IT ' TI-- T . ')r - I II II II II II L L�__ I II II I I II II II II Ilf`! II II I I - I4 - -I I -- I II II II I I II II II II IIj II II I I II II II II III II II I I II II II II II�`� II II I F = =FF = IF = =�1 II II II I i II II II II II. II II I I II II II I II _ II I I II II Ir=_j iF 9 == 1 I II II II II Ili II it I I II II II II I sHE °_r?u'- .AFL N °>TESi MODEL I' (l i p I I I T E I I I I IIj II II I I EMBEDMENT LENGTH 1. ALL STUDS AND BLOCKING SHALL BE HF(I2 ALL TOP AND BOTTOM PLATES SHALL BE HF 2. ALL SHEATHING EDGES SHALL BE BACKED WITH 2x OR WIDER LNG UNLESS OTHERWIZE NOTED (SEE NOTEN2), - STH DB li. II II _ IL` _ � - II II I I I II I I B SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. STHD8 J -- 24 6d 2. WHERE SHEATHING NAILING IS A ® OR GREATER, FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECIEVING EDGE NIALING FROM ABUTTING PANELS SHALL NOT BE LESS THAN 1/2* ST D10 S RAP A SINGLE 3 -INCH NOMINAL MEMBER AND SILL PLATES NOT BE LESS THAN A SINGLE 3 -TANG, NOMINAL MEMBER, 10 V H STHDIORJ TWO 2% BOTTOM PLATES MAY BE SUBSTITUTED FOR A SINGLE 3X BOTTOM PLATE WHEN APPLICABLE. 28 Iad �� - -- - -- -_� 1 1/2" 3. NAIUNG CRITERIA IS BASED ON UBC TABLE 23- 11 -1 -1 FOR CD PLYWOOD AND HFQ2 - -- FRAMING. WIRE STAPLES MAY BE SUBSTITUTED AS OUTUNED IN THE STRUCTURAL NOTES, OTHER SUBSTITUTIONS MUST BE VERIFIED IN WRITING BY THE STILL. ENGINEER. @ DOUBLE TOP PLATE w // EDGE NAILING (STAGGER) Q SEE SHEARWALL SCHEDULE FOR LUMBER GRADE). TOP PLATE SPLICE AND NAILING PER PLANS. 4. HOLDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS OF MANY SHEARWALLS. SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON LAP 4'- O'MINIMUM. CENTER SPLICE ON STUD. B@EDGE NOUN ALL PANEL EDGES. BACK w/ © HOLDOWN PER SCHEDULE AND PLAN INFORMATION REGARDING ANCHOR O BOLTS EMBEDMENT LENGTH, ETC,ADDIONAL OR ©EDGE NAIUNG TO HOLDOWN POST (FULL HEIGHT) HO COORDINATE ALL STUD AND PLATE SIZES 5 ANCHOR BOLTS MUST BE EMBEDED INTO CONCRETE OR GROUTED CMU A MINIMUM O w/ SHEARWALL SCHEDULE REQUIREMENTS D STUDS O 18' o.c. T OF T 7 H ",� AND SHALL BE PLACED TO PROVIDED A MIMIMUM OF 2" GROUTED CLEAR APIUNST Ffi OF FORMED CONCRETE (PROVIDED 3' CLEAR FOR CONCRETE CAST QP,T. SILL PLATE w/ EDGE NAUNG k ANCHOR O AND E KING STUDS POSTS, TRIM SANDS BOLTS PER SHEARWALL SCHEDULE (PROVIDE A MINIMUM OF 5 /B' B, ALL MACHINE BOLTS .B.) SHALL BE ASTM A307 OR BETTER (NOTE: HILTI KWIK BOLTS OF THES ES M SAME DIAMETER BO ITS O N MIN.) ) 48' ox.. EMBED D 7 7 ' AS SHOWN ABOVE, MAY BE USED E XISTING EXN C ONRETE.) CONCRETE. BOLTS SHALL BE EMBEDED A MINIMUM OF 5" INTO E STNA SHEARWALL ELEVATION 7. AN ACCEPTABLE ALTERNATE FOR APA RATED 15/32 COX SHEATHING IS THE 15/32 ORIENTED STRAND BOARD (OS8). JN.TJ1. S. USE 2"X2 "x3/16 WASHER OVER ALL ANCHOR BOLTS. g34 30" min. REBAR LENGTH TRIM STUD REO'D. FOR FINISH OCKING 24" ox. HOLDOWN SCHEDULE MODEL ANCHOR BOLT THRU BOLTS OR NAILS EMBEDMENT LENGTH MIN. EDGE DISTANCE - STH DB STRAP 2 16d B 1 STHD8 J ST AP 24 6d B 1/2* ST D10 S RAP 28 16d 10 1 STHDIORJ STRAP 28 Iad 10 1 1/2" STHD14 STRAP 38 16d 14 1 1 2 STHD 4RJ STRAP 3B 16d 1 HD2A 518" OIA 2 5/15" DIA 11 1 3 4 H05A 3 4 DIA 2 3 4 DIA 11 g34 HDBA 7 8 DIA 3 B DIA 18 4 B 0 16 D14A 1 DIA 1 DIA I�IIIIIIIIIIII !}lI.I.IIIIIIII II IIIII.I.I�.IIIIl 11111 1 3/4 HD20A 1 DIA 4 1 DIA 2 1 3 4 P D5 -SDS3 5 B OIA 14 SDS1 4x 1 PHDB -SDS3 7 B DIA 18 SDS1 4X 14 PHDB -SDS3 7 B DIA 24 SD51 4x 1g MST37 STRAP 42 10d In DBL STUD CENTER on RIM JOIST MST48 STRAP 4g 16d In DBL STUD CENTER on "' JOIST MST60 STRAP 56 16d CENTER on M JOI 2 -84 -g • 3 4 A449 B 2 DIA 4 3 1/2* - Uac II gXaXO r Un PLATE AT BOTTOM OF ANCHOR BOLT HOLDOWN NOTES: " ALL THREAD BOLTS SHALL CONFORM TO ASTM A307. 2. MIN. CONCRETE COMPRESSIVE STRENGTH fc =2,500pai. 3. HD14A, H020A k HD15 REQUIRE A 6x MIN, POST SIZE, U.N.O. 4. MINIMUM EDGE DISTANCE SHOWN IS FOR FORMED CONCRETE EXPOSED TO SOIL OR WEATHER. FOR CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. 5. NAILS TO HOLDOWN POSTS SHALL BE 10d COMMON. (16d SINKERS EMAAGINEE USED WITH PRIOR WRITTEN APPORVAL BY THE STRUCTURAL \ 2x BETWEE -�- IOTTOM PING TYP. SIDE OF - - -f THING & NAILING SCHEDULE /PLAN ROOF TRUSSES , PLAN T ONE E REBAR LOGE NAILING -ROOF TO WALL i, INS CONE 2x BLOCKING BLOCKING CONNECTION (12" MIN. REBAR DO PER SCHEDULE / PLAN LENGTH UBLE TOP VVEN�TILATION MAY BE REQUIRED PLATE 1 2" MIN, AT BLOCKING VERIFY METHODE w/ SHEARWALL NAIUNG F OM CORNER ENGINEER PRIOR TO CONSTRUCTION. STUDS k SPACING & SHEATHING PER RIM JOIST PER PLAN _ SCHEDULE / PLAN INSTAL. SIMPSON 'STHDI4RJ' TRUSS/ SHEARWALL CONN. INTERIOR SHEARWALL 4 N.T.S. PERP. TO ROOF TRUSS 3 N.T.S. 5 N.T.S. 2x BLOCKING (2 BAYS) 0 48" o,o. JOIST PERPENDICULAR JOIST PARALLEL - EXTERIOR C JOIST PARALLEL - INTERIOR C F FLOOR JOIST TO SHEARWALL CONNECTION -- HOLDOWN SCHEDULE UwrnnAUM EDGE NAILING THRU BOLTS 16d O 8" ox. NC 16d O 8' ox. SHEARWALL EDGE NAI LING (3 10d P•) HD2A 5/8 DIA. (4 PLC. TYP.) P R BLOCK ATHINC HDSA 3/4" DIA. BREAK SHEATHING 7 1 2 NG OR HDBA 7/8" DIA. ON BLOCKING OR 10 1 2 ONLY _ HD10A 7/8 DIA. RIM JOIST ONLY 13 4 JOIST PER PUN 4 1 DIA. 2x BLOCKING (3 BAYS) 4 A35 O 48' o.c. 4 1 DIA. O 48' o.c. w A35 TO A13 4 H015 3 1 1 4 D 5 1" DIA. PLATE A: H2 ETWEEN 4 MTT22 5 8 DU. 30 10d 8 BLOCKING 2x BLOCKING (2 BAYS) 0 48" o,o. JOIST PERPENDICULAR JOIST PARALLEL - EXTERIOR C JOIST PARALLEL - INTERIOR C F FLOOR JOIST TO SHEARWALL CONNECTION -- HOLDOWN SCHEDULE ANCHOR THRU BOLTS EMBEDMENT MIN, EDGE MODEL BOLT OR NAILS LENGTH DISTANCE HD2A 5/8 DIA. 2 5 8 DIA. 8 1/4 1 3 4 HDSA 3/4" DIA. 2 3 4 DIA. 7 1 2 1 3 4 HDBA 7/8" DIA. 3 7 8 DIA. 10 1 2 1 3/4 HD10A 7/8 DIA. 4 7 8 DIA. 13 4 HD14A 1 DIA. 4 1 DIA. 16 4 A 3 1 1 4 D 4 1 DIA. 18 A13 4 H015 3 1 1 4 D 5 1" DIA. 1I 4 MTT22 5 8 DU. 30 10d 8 6 1 4 1 3 4 HTT22 5 B DIA. 32 10d 8 6 1 4 1 3 4 LTT2O 1 2 DUI un1 nnwU . 10 led 8 1 4 1 3 4 ROOF TRUSS PER PLAN DIAPH. EDGE-, NAILING 16d O B" o.c. SHEARWALL P 10d EDGE NAILING P R BLOC VN POST PER PLAN MIN.) SEE NOTE #3 IRE - TREATED SILL PLATE ALL THREAD BOLT AND EMBEDMENT LENGTH PER SCHEDULE, EMBED WITH ANCHOR -IT "HS200" EPDXY. (ICBO REPORT NO. 4393) 1, ALL THREAD BOLTS SHALL CONFORM TO ASTMI A307. HOLDOWN AT SLAB 2, MIN. CONCRETE COMPRESSIVE STRENGTH fc - 2,500 pal. 1 `' 3. HD14A, HD20A k HD15 REQUIRE A 6x MIN. POST SIZE, U.N.O. 4. MINIMUM EDGE DISTANCE SHOWN IS FOR FORMED CONCRETE EXPOSED TO SOIL OR WEATHER. FOR CONCRETE CAST AGAINST SOIL PROVIDE 3' CLEAR TO ANCHOR BOLT. 5. NAILS TO HOLDOWN POSTS SHALL BE 10d COMMON. �i6d SINKERS EAGINEE USED WITH PRIOR WRITTEN APPORVAL BY TH STRUCTURAL B. MINIMUM CONCRETE WALL THICKNESS IS 6 '. 7. WHEN FIELD CONDITIONS BECOME LESS THAN MINIMUM SHOWN, CONTACT ENGINEER PRIOR TO PROCEEDING, B. DRILL ANCHOR BOLT HOLES 1 /8' LARGER THAN ANCHOR BOLT DIA, 9, HOLDOWNS MAY BE ATTACHED TO EXISTING CONCRETE USING ANCHOR -IT HS200" SOILDSOND EXPO %IS w/ THE FOLLOWING SIZE AND EMBEDMENT: SEE CHART, L . STANDARD HOLDOWN INTO EXISTING FOUNDATION SI CF Inch 1 1/16 1I I '121 I r > >.I I . f ,.'3I STRAP IN LIEU OF HOLDOWN WHERE i( POST k i HOLDOWN OCCURS (BEND EXCESS AROUND BEAM) B' INTO FOOTING AS HEADER PER PLAN - � -- 1 SHOWN �V m FOOTING PER PLAN 4' PERF. PLASTIC PIPE O � / � PIPE - CENTER IN N 1 FOOT WASHED PEA GRAVEL dr. DRAIN Q O 7 a o O ID �\ VI M ID •N < co G) 4) 9) 0 0 A l7 W CM 9 I�IIIIIIIIIIII !}lI.I.IIIIIIII II IIIII.I.I�.IIIIl 11111 .I.I- I.IIIIII.I.I.I_I.IIIIII�. I I.III VJ •Tit SEE ARCHITECTURAL DRAWINGS FOR SCREENED VENT REQUIREMENTS SHEARWALL EDGE NAILING 2x BLOCKING (OR RIM JOIST 2 -16d NAILS TO EA. JOIST) FOUNDATION PER PLAN FOR PLATE ANCHOR BOLT PROVIDE 4x SOUD BLOCKING BELOW HOLDOWN POST TRIM STUD WHERE REO'D. FOR FLUSH FINISH SILL PLATE PER SHEARWALL SCHEDULE (2x MIN.) IR BOLT PER A1LE BOLTS PER SCHEDULE IWN POST PER PLAN MIN) SEE NOTE p3 A HOLDOWN AT FLOOR TRIM STUD WHERE HOLDOWN POST PER PLAN REOV FOR FLUSH `�(2 -2x MIN.) SEE NOTE A3 FINISH 'I. PRESSURE TREATED SILL PLATE I ,� PER SHEARWALL SCHEDULE - �(2 -2x MIN.) � s EI f ANCHOR BOLT PER SCHEDULE HOLDOWN AT SLAB lzw '%, HOLDOWN DETAILS "' 0 8 "o.c. _ I - KING STUD TO �'I POST \ \ �2x TRIM AS REO'D. ` BEARING PLATE 1/4' x 4" x 4" END VY HOLOOWN f PER PLAN STANDARD HOLDOWN ABOVE HEADER N:r.S. NOTE: CONNELT 1.1'OLD(7WN'10 75 .Arlt( %IM 2x6 P.T. HF #2 w/ SHEARWALL 518" dia. A. O PER PLAN 4-0" ox. (MAX.) BACKFILL w 24 POROUS TERIAL I lY4 O 24' ox. C (TYPICAL) SLAB PER PLAN LO '•, STRAP IN LIEU OF HOLDOWN WHERE i( POST k i HOLDOWN OCCURS (BEND EXCESS AROUND BEAM) PER PLAN (5) t 6d EA END�iAT - - -- B' INTO FOOTING AS HEADER PER PLAN - � -- 1 "' 0 8 "o.c. _ I - KING STUD TO �'I POST \ \ �2x TRIM AS REO'D. ` BEARING PLATE 1/4' x 4" x 4" END VY HOLOOWN f PER PLAN STANDARD HOLDOWN ABOVE HEADER N:r.S. NOTE: CONNELT 1.1'OLD(7WN'10 75 .Arlt( %IM 2x6 P.T. HF #2 w/ SHEARWALL 518" dia. A. O PER PLAN 4-0" ox. (MAX.) BACKFILL w 24 POROUS TERIAL I lY4 O 24' ox. C (TYPICAL) SLAB PER PLAN LO '•, NC. WALL PER LID LAN - HOOK VERT. A B' INTO FOOTING AS SHOWN �V m FOOTING PER PLAN 4' PERF. PLASTIC PIPE O � / � PIPE - CENTER IN N 1 FOOT WASHED PEA GRAVEL dr. DRAIN FND ' / SHEARWALL CONN. 0 119n"N FND. / SHEARWALL CONN. N.TS. N.T.S. DIAPHRAGM EDGE NAILING Led's O 8" ox. A35 0 48" ox. JOIST TO PLATE REDUCE SPACING TO 12" ox. FOR a 10A U) 4-J �V m �U o O � / � N CA N Q O 7 a o O ID �\ VI M ID •N < co G) 4) 9) 0 0 A l7 W CM IL VJ No. Dote By Revision V u O a Drawn by: Checked by: Dote: Job No. S -1