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HomeMy WebLinkAboutPermit D04-234 - DOAK HOMES - LOT BDOAK HOMES, LOT B 3555 S 116 ST D04 -234 • .,....»..._........_ .._..............rwr•mr. «...r.. ••• .. -n+. Nf +AYwRV4tlf .y iw{414.: I'.fft �••; 'ibriiFY'i4K. ...nwwr • ♦RnYkn City of Tukwila 19aB Department of Community Development / 6300 Southcenter BL, Suite 100 I Tukwila, WA 98188 ! (206) 431 -3670 DEVELOPMENT PERMIT Parcel No.: 0733000130 Permit Number D04 -234 Address: 3555 S 116 ST TUKW Issue Date: 12/06/2004 Suite No: Permit Expires On: 06/04/2005 Tenant: Name: DOAK HOMES - LOT B Address: 3555 S 116 ST, TUKWILA WA j Owner: Name: DOAK HOMES, INC. Phone: Address: 11812 26 AV SW, BURIEN, WA Contact Person: Name: DARRYL DOAK Phone: 206 372 -2280 Address: 11812 26 AV SW, BURIEN WA Contractor: Name: DOAK HOMES INC. Phone: 206 246 -6587 ` Address: 11917 4TH AVENUE S.W., SEATTLE, WA I Contractor License No: DOAKHI *092NZ Expiration Date: 08 /08/2005 r DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2300 SQ FT SINGLE FAMILY RESIDENCE WITH ATTACHED 416 SQ FT GARAGE. i Public Works permitted activities include grading, erosion prevention, 3/4" water meter, Duwamish water service connection fee, roof downspout infiltration. ValVue sewer. Common Access work under D04 -232. Value of Construction: $222,628.80 Fees Collected: $9,947.65 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 40 c.y. Fill 40 c.y. ' Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: 4 Storm Drainage: Y Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: Public: doc:Devperm D04-234 Printed: 12-06-2004 . u. :i �. :,,w:.. u. ..n... . +a ..ra '; �«K...td'r`o;+.rx✓.i'r �:d%''s':' �CS� .'js�� ,�1 :•' 4',t[IE� o�,.e.a':4.:..u.a+4ii *rAt1 tif' 'tkn �S.J -w °l:� ��r. �+ ��'+�+ua+.at4i ��i'�o�J.wJ.J i.t a�G. � �. 1v14tiS:: 4:.n•.rw�: ?�P,+it�n'wa`�'n3'!. z �z �w D 00 O W� U. w LL Q C0 = = F .. w. z H z0 M5 U C3. co_ 0 F- wW u. O w z U� O z I Cit y of Tukwila � 1908 I i Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Water Meter: Y ** Continued Next Page ** z �w u� D JU UO CO 0. co W �_ S2 U- 0 LL Q N d = W Z �... I— O z I- W U J �p O co D I- 2U F� u. O W z' U N. O z �...� City of Tukwila gae Permit Center Authorized Signature: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z Z �W 2 D JU UO yO to LLJ CO W W L? C')d =w �o Z� U ON o f- wW Lo w Z U= Z The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constriction or the performance of work. I am authorized to sign and obtain this development permit. Signature: Date: f -2 ` d6 ^ d Z C Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: Devperm D04 -234 Printed: 12 -06 -2004 L, -!ii •. .�`� +iY •.i.. >r .�+ a'. Sw...: u} y;'. ii .ryati�.s:U.S.;•M.wµ:�:.+'4x�+1t t. L, etv J'..;« u;J+rv.+Jia.fac.aei.::.iaf•�'... tr:i�i}yt;.'r.c'r�t>�. .+.J,V 3Sjn fJ +a s. w.u?.t:•aa +u..F.s, . �.. City of Tukwila loco Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 0733000130 Address: 3555 S 116 ST TUKW Suite No: Tenant: DOAK HOMES - LOT B Permit Number: Status: Applied Date: Issue Date: D04 -234 ISSUED 06/30/2004 12/06/2004 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: 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. 4: ** *BUILDING DEPARTMENT CONDITIONS * ** 5: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 6: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 7: 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. 8: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 9: 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. 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 12: 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. 13: 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. 14: 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. doc: Conditions D04 -234 Printed: 12 -06 -2004 Z '~ w oC 2 D 00 N C0 W W_ rr U. w U_Q co D = �w Z z� W W U ON D 1_ W XU W Z U= O Z City of Tukwila r,ns Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 15: 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. 16: 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. 17: 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). 18: 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). 19: 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. 20: ** *FIRE DEPARTMENT CONDITIONS * ** 21: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 22: Address to be posted at S.116th St. 23: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. * *continued on next page ** doc: Conditions D04 -234 Printed: 12 -06 -2004 Z i� '~ w UO N I� CO U. w LQ = d. �w z f z� W5 U O� 0H wW M �- O .Z to O Z M Cit y of Tukwila i�ne i t 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: e Oon z w JU UO CO 0 <n W w z: J �-. CO L W O �a =W O fi Z I 2 LU 5 U� O� D 1— WW H U O .Z vN z doc: Conditions D04 -234 Printed: 12 -06 -2004 C ity oi Tukwila Steven M. Mullet, Mayot 0/ '� Departinent of Public Works James F. Morrow, P.E., Director _r ( 6300 Southcenter Boulevard, Suite #100 N. JO Tukwila, Washington 98188 Phone: 206- 433 -0179 1908 Fax: 206 - 431 -3665 Web site: ci.tttkwila.wa.us WATER METER INFORMATION Parcel No.: 0733000130 Permit Number D04 -234 Address: 3555 S 116 ST TUKW Issue Date: 12/06/2004 Suite No: Permit Expires On: 06/04/2005 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2300 SQ FT SINGLE FAMILY RESIDENCE WITH ATTACHED 416 SQ FT GARAGE. Public Works permitted activities include grading, erosion prevention, 3/4" water meter, Duwamish water service connection fee, roof downspout infiltration. ValVue sewer. Common Access work under D04 -232. 1 METER #1 METER #2 METER #3 4 Water Meter Size: 0.75 0 0 Quantity: 1 0 0 Water Meter Type: PERM I Work Order Number: 5204kO4 Connection Charge: Y $60.00 $0.00 $0.00 Installation: Y $490.00 $0.00 $0.00 Additional Install Deposit: $0.00 $0.00 $0.00 Plan Check Fee: Y $10.00 $0.00 $0.00 Inspection Fee: Y $15.00 $0.00 $0.00 Turn On Fee: Y $25.00 $0.00 $0.00 Subtotal: $600.00 $0.00 $0.00 Cascade Water Alliance (RCFC): Y $2,088.00 $0.00 $0.00 TOTAL WATER FEES: $2 doc: PWWATER D04 -234 Printed: 12 -06 -2004 Z �z '~ w UO N WF N LL. w O La Cl) D = �w Z F- ZO w U� O N o E- ww u- O W U =. O Z 'i. c�: ii.'.+' fig: a4• 1:•:. :GJ'�.l'.:L'k.�S+:r2.il tinY�'=: �'« t�afwi:l.Y..:ckuw::raw��a>>,:. W:. u' r. wi+ isJU.:: t..uW.:.6.+iw«+1ai:YS.:d+�.�vf ;, w:.i��..3.a:pu:i'd;l:�� rr 1 r? CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** King Co Assessor's Tax No.: 0 7 — Op — Site Address: 0 Suite Number Floor: L 4�/ Tenant Name: New Tenant: IVA(.... Yes Fl .. Doak mes, nc. Property Owners Name: 11 81 c-2&—.>+ Av e SW Mailing Address: Burlen, WA 98146 City State Zip Name . )A-f2, _ / , t a Aq ' r panic WAraacs Ine.— Day Telephone: 2 0 6 Mailing Address: 11812 26th Ave SW .... ..., — City State zip Company Name: Doak HOrnes f ns Mailing Address 11812 26th Ave SW Burien, WA 98146 city state zip Contact Person: Day Telephone: :4 0 ' - 37 Z — 2 -2-94 E -Mail Address: N Fax Number: 20 6 - 2 Y jr — Contractor Registration Number: R /r L !t n22 X) tlr Expiration Date: 4 r O 3 * *An original or notarized copy of current Washington State Contractor License must be presente at th time of permit issuance ** Company Name: Mailing Address: Contact Person: E -Mail Address: City State Zip Day Telephone: Fax Number: Company Name: Mailing Address: Contact Person: / I421 •5(c X r I 12 PG^ E -Mail Address: — k h/ Day Telephone: ,2 0, ' Fax Number: S' / * \applicationslpermit application (7.2007) 3/2003 Page r . �ww. a.. rv�. �xd< wayr ;.ro+ANw++uwr »wNtr•wn.w+winr s.. urr. �.. r.,+ ra+. mm! xe-" tY+! aYH *GwkF•YYe7AYr�4:+MaX'IYxY,t!� 'R•? AYR• fgaki^ MP'>' T+ fi-'. I�`. t�{:" j�X�?! !'2iKt!YK��1!y!,'"'",+,..,���i; ����.y,• �.,.'�'>r�'.�� . I. Z �W D J (U UO U� J F- U) IL WO u - to d = W H Z� 5 U N 0H WW F_ H U_ O --Z W U= O Z Imo; Will there be new rack storage? M/.A .. No If "yes ", see Handout No. for requirements. } ` .Provide All Buildmg Areas to Square Footage Below; ' 4 ! Addition:to Type df; Type'of 4, Interior` Exishn g Cons tfuction Occupancy per '; .'Remodel Structure New per UBC; u UBc Qv, y t.Ex�stin ,t l',Floor r ' ,. W 2" -Floor f 3' Floor. Floors ' I I tlecessory �Structure�' Attached Garage ti / Detached Garage Y Attaclted Carport Detached Carport Covered.Dcclr„ PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: 2 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? E] ....Yes fo ••.No If "yes", explain: FIRE PROTECTIONIHAZARDOUS MATERIALS: ..Sprinklers ..Automatic Fire Alarm ..None s Other (specify ) ��v �t��� �J�" 5 " 'e'r Will there be storage or use of flammable, combustible or hazardous materials in the building? [ ..Yes 63-No If "yes ", attach list of materials and storage locations on a separate 8-112.x II paper indicating quantities and Material Safety Data Sheets. lappliationApermit application (7.2003) J/2003 Page 2 t . � Z Z �W Q D JU UO c!) 0 C0 W J = U) LL WO U- d �W Z = HO Z F- W W 00 ON 0 F- W H� U O Z W CO H x Z Valuation of Project (contractor's bid price): $ Z / G , Gv Existing Building Valuation: $ Scope of Work (please provide detailed information): 1 r J I. t.. 1: ;i �r . t. �.i i C i r I .. Right -of -way Use - Profit for less than 72 hours Ig� Right -of -way Use - Potential Disturbance 'b� " ., ;� � ���ase�ireferffb Piybhc;Works�Bullefin, #] for.: <fees and,estimate:sheet.�a ? ,f r �,;. , ,, Water District ...Tukwila ta... Water District # 125 F].. Highline 0 ...Renton n ... Water Availability Provided Sewer District ...Tukwila ' ',3... ValVue ❑ .. Renton ❑ ...Seattle [] ...Sewer Use Certificate E] ... Sewer Availability Provided []..Approved Septic Plans Provided E] ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size - 22" x 34 ") []...Technical Information Report (Storm Drainage) Geotechnical Report ❑...Traffic Impact Analysis [] ...Bond [-] .. Insurance ❑ .. Easement(s) .. Maintenance Agreement(s) ❑... Hold Harmless Proposed Activities (mark boxes that a [] ...Right -of -way Use - Nonprofit for less than 72 hours [] ...Right -of -way Use - No Disturbance [] ...Construction/Excavation/Fill - Right -of -way Non Right -of -way _ n ...Total Cut d cubic yards [] ...Total Fill �_ cubic yards Sanitary Side Sewer ❑ ...Cap or Remove Utilities []...Frontage Improvements ❑ ...Traffic Control ...Backflow Prevention - Fire Protection _ irrigation Domestic Water ❑ ...Permanent Water Meter Size... - /C 3" [] ...Temporary Water Meter Size.. ...Water Only Meter Size............ " ❑ ... Sewer Main Extension ............Public _ ❑ ... Water Main Extension .............Public C].. Work in Flood Zone - E3--. Storm Drainage E].. Abandon Septic Tank .. Curb Cut .. Pavement Cut .. Looped Fire Line ) ) M Call before you Dig: 1- 800 -424 -5555 EE WO# WO# WO# Private Private [] .. Grease Interceptor .. Channelization ,. Trench Excavation Utility Undergrounding M ... Deduct Water Meter Size........ " FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ... Water n ... Sewer ❑ ... Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: ' Mailing Address: City State Zip Vpplicationslpermit application (3 -2003) 312003 Page 3 mxpz�acstrp+!etSVW, Z �Z �W UQ W� C0 LL WO U - to c = W Z1. H O W �5 U� C0 a 1-- WW I- FU- LL O W Z CO O Z r � Scope of Work (please provide detailed information): re t i3O m-,j e 0 Peis e -ref t,�e4 , L OL MECHANICAL CONTRACTOR INFORMATION Company Name: Doak Homes, Inc. 11 812 26th Ave SW Mailing Address City State Zip Contact Person: lJ 1 j �-� �*r , Day Telephone: 206• — 8, 72-- 2-2-910 E -Mail Address: 1U z/�t Fax Number: 9,0 6 2 - X- — 5:!S7 Contractor Registration Number: (9„,t 4� S� 0 t J 2 IV Expiration Date: 6 — — * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): IV e,,; Use: Residential: New ....fEt Replacement .... El Commercial: New .... E] Replacement .... Fuel Type Electric .....n Gas ....E Other: 0 -3 HP /100,000 BTU Indicate type of mechanical work being installed and the quantity,below; ... Untf T e: Un>If:Typer ; ,.:.. Qh'' Unit T pe Y.... ;'Q(y; , BdiW /.Compressor tY`'; Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm/Ind Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR Signature: �C l�/ Date: �`� y ON_ Print Name: r Day Telephone: rZ o& •- 7 -Z — Z - 2, — Mailing Address: 1 ig1:� th ... SW Burien WA 98146 city state zip Date Application Accepted: Date Application Expires: Staff Initials: \applicationApermit application (3.2003) 3/2003 Page 4 Z �Z �W JU UO W= F- S2 U- WO LLQ = F- W Z F- 1 O Z F- W W U� O� WW F- 0 LLI U= O Z V% PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION 7 PW may adjust estimated fees 01 U PROJECT NAME 1 ),q , F PERMIT # 1. 2. 3. a 5. APPLICATION BASE FEE Enter total cost for each improvement category: General Erosion prevention Water Sewer Storm water Road /Parking /Access A. Total Improvements Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount of $200,000 of A. _ TOTAL PLAN REVIEW FEE (B +C +D) $250 (1) $ L 2 /, dZ (4) GRADING Plan Review and Permit Fees $_ Enter total excavation volume y o cubic yards Enter total fill volume v cubic yards Use the following table to estimate the grading application fee. Use the greater of the Pyravatinn and fill vnlumPS_ QUANTITY RATE IN CUBIC YARDS Up to 50 CY Free 51-100 $23.50 101-1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001— 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1�' 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. (5) rrTMRnF Tr J D q ' 3 020 04 PERM /7- �ENr�R TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ _g/ i z 5 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 �' S D' a2 Cj , - 2<_0 � S' 7 < Y �v !.2 /, 2 S M z �z �w �U 00 N J = F- LL w L_ CY =w H zF- �O w 2� U ON w F-F- �- O w z 0 0P z PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/ Inspection Fee (B +C +D) efla, /, (6) 7. Pavement Mitigation Fee (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of existing roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the pavement mitiqation fee. Approx. Remaining Years Pavement Overlay and Repair Rate (p er SF of lane width 20 -15 100% 10.00 15-10(75%) 7.50 10-7(50%) 5.00 7-5(33%) 3.30 5-2(25%) 2.50 2-1(10%) 1.00 0 -1 $0.00 8. GRADING Permit Review Fee $ 2 �� S y (8) Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. Q UANTITY in CY RATE 50 or less $23.50 51 -100 $37.00 101-1 $37.00 for 1 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001— 10,000 $194.50 for 1' 1000, plus $14.50 for each additional 1,000 or fraction thereof. 10,001— 100,000 $325.00 for the 1" 10,000, plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1' 100,000, plus $36.50 for each additional 10,000 or fraction thereof. AQproved 09.2 2 3.0 Or I z W J0 00 Cl) C0 W J= DLL w u. cl) =) i CY �w z ZO w w U O- 0 I— W -O 6i O ct) P _ O z ./ PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* a S 6 r, O � D. Water Meter — Water only* E. Water Meter —Temporary* * Refer to the Water Meter Fees in Bulletin 1 Total A through E 10. ADDITIO AL ( A. Me= ater Ordinance 1777) B. Allentown Sewer (Ordinance 1777) C. Ryan Hill Water (Ordinance 1777) D. Special Connection (TMC Title 14) E. Duwamish F. Storm Drainage Mitigation G. Other Fees $ 24 95r_ , a o (9) $ $ $ Total A through G $ (10) DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ 9 ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 3 z w I t 2 JU UO ND CO W J = S2 w. w o U_Q co D = �w z Zo w w U o C 0 f_ w W LL Z ui U CO) z ,. City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 } r i I Total: 9.24 1 3024 05 /10 ': TlTAiM 17 8 if doc: Receipt Printed: 05 -10 -2005 IN 11 i z RECEIPT ;�. W . Parcel No.: 0733000130 Permit Number D04-234 0 Address: 3555 S 116 ST TUKW Status: ISSUED 0 0 Suite No: Applied Date: 06/30/2004 co w Applicant: DOAK HOMES - LOT B Issue Date: 12/06/2004 UJ N U.. w Receipt No.: R05 -00659 Payment Amount: 9.24 a Initials: SKS Payment Date: 05/10/2005 09:30 AM = w User ID: 1165 Balance: $0.00 z _ z �. �0 z F- w W Payee: DOAK HOMES INC v o O N o� w w TRANSACTION LIST: Amount H Type Method Description ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- w 0 Payment Check 4691 9.24 tjj z UN F. _ 0 E-" z ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- BUILDING - RES ---------- - - - - -- 000/322.100 ------ - - - - -- 5.60 PLAN CHECK - RES 000/345.830 3.64 Total: 9.24 1 3024 05 /10 ': TlTAiM 17 8 if doc: Receipt Printed: 05 -10 -2005 IN 11 i City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 ACCOUNT ITEM LIST: Description RECEIPT Current Pmts z Z - -- ---------- - - - - -- 000/322.100 ------ - - - - -- 1,682.55 CASCADE WATER ALLIANCE it W 2,088.00 PLAN CHECK - WATER METER 000/345.830 6 =. Parcel No.: 0733000130 Permit Number D04 -234 3 0 Address: 3555 S 116 ST TUKW Status: APPROVED N o Suite No: Applied Date: 06/30/2004 w W Applicant: DOAK HOMES - LOT B Issue Date: 60.00 _J 401/342.400 15.00 WATER INSTALLATION (DEP) 401/386.520 490.00 WATER TURN -ON FEE 401/343.405 w • � J Receipt No.: R04 -01633 Payment Amount: 8 u. C1 Initials: SKS Payment Date: 12/06/2004 02:53 PM W User ID: 1165 Balance: $0.00 z_ F- O z F_ W W Payee: DOAK HOMES INC v N O— W W TRANSACTION LIST: U L Type Method Description Amount — ---- - - - - -- -- - - - - -- --------------------- Payment Check 4265 - - - - -- ------ - - - - -- 8,488.99 W N X, t` O z ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - BUILDING - RES - -- ---------- - - - - -- 000/322.100 ------ - - - - -- 1,682.55 CASCADE WATER ALLIANCE 401/386.550 2,088.00 PLAN CHECK - WATER METER 000/345.830 10.00 PW LAND ALT PERMIT FEE 000/342.400 23.50 PW PERMIT /INSPECTION FEE 000/342.400 115.00 STATE BUILDING SURCHARGE 000/386.904 4.50 WATER - DEVELOPER 401/379.002 3,975.44 WATER CONNECTION 401/379.002 60.00 WATER INSPECTION FEE 401/342.400 15.00 WATER INSTALLATION (DEP) 401/386.520 490.00 WATER TURN -ON FEE 401/343.405 25.00 Total: 8,488.99 doc: Receipt Printed: 12 -06 -2004 Cit y of Tukwila 1906 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: Address: Suite No: Applicant: DOAK HOMES - LOT B Permit Number: Status: Applied Date: Issue Date: D04 -234 PENDING 06/30/2004 Receipt No.: R04 -00811 Payment Amount: 1 Initials: SKS Payment Date: 06/30/2004 04:29 PM User ID: 1165 Balance: $1,802.05 Payee: DOAK HOMES, INC. TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 3960 1,458.66 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 1,093.66 PW BASE APPLICATION FEE 000/322.100 250.00 PW PLAN REVIEW 000/345.830 115.00 Total: 1,458.66 2382 07102 9710 MTAL 4375.98 doc: Receipt Printed: 06 -30 -2004 z �- Z W JU 00 N co LLJ J T. t` CO w w U. ¢ Cj) :3 = �w z r`- F- 0 z F— w �5 U� ON 0 F- WW LL O z U= O F- z INSPECTION RECORD Retain a copy with permit INSPECTION NO. MEN CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 — �pproved per applicable codes. Corrections jkquired prior to approval. Pro � :� 1- (,^ L Type of Inspe ion: Address: C � Date Called: �r Sp cial instructions: - Date Wanted: a.m. Requester: Ph o — N COMMENTS: ; ` I Insp@ Date: 2 r $5 .00 REINSPECTION FEE REQUIRED. PrioAo inspection, fee must be d at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: 4 i !i Z W UO to o co 11.1 J = � WO 9-1 LL rn = CY �w z F- F- O W F- �5 U ON oI.- WW F L lli U= O Z INSPECTION RECORD Retain a copy with permit INSPEC 1 N NO. jPE11N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project* Type of Insp ction: Address: _ Is .S , c S Date Called: _ c OJ Special Instructions: Date Wanted: . a. / t.. cp Requester: Phone No:"` " r Z ~ W JU UO W= CO W WO 9 -1 U_ Q N :3 S Cf. W ` Z I- O W ~ W U� O- 0H w U' O w Z U= O Z JgA pproved per applicable codes. Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit INSPECTION N0. PER I N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Ptoje� e Type f inspection: Add ress: c � y J Date ailed: Special Instructi s: Date Wanted: a. m. Requester hone No: 7 .. ,. --) �� EA - Approved per applicable codes. Corrections required prior to approval. M Inspect Date: $5 .0 REINSPECTION EE REQU ED. Prior to in pection, fee mu t be pai ' 6300 Southcenter Blvd., S to 100. Call to echedule reinspection. Receiptlt fo.: I Date: Z W UO CO 0 C0 C0 L WO J u_ N� = �W Z F-- H O Z I— W W U� O C o�- W H� UL Z W co O F ' Z INSPECTION RECORD - &IN V Retain a copy with permit V INSPECTI N N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ct: Typ f Inspe lion: r )& Address: Date Called: pecial Ins"fructions: Date Wanted: : 21 m. Requester. Ph ne No: In i 7 Z if Z �W _3 L) 0 0 CO 0 w= S2 LL WO 9-1 LL to F- W Z = H F- O Z I— W U� ON �H W W. W Z ILI U= O Z Approved per applicable codes. FI Corrections required prior to approval. II INSPECTION RECORD v Retain a copy with permit 3 36 INSPECT ON NO. PERM 0. ! CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 31 -3670 P t : MV Type of Inspection: � tf Address: � � � I Date Calle Special Instructions: Date Wanted: a.m. Requester -:,) Phr 1 3 7 . _> D pproved per applicable codes. II Corrections required prior to approval. $58.9 REINSPECTION FEE paid t 6300 Southcenter BI !ipt o., QUIRED. Prilof to inspection, fee must be Suit 100. all to sechedule reinspection. Date: Z W UO 0 C0 S2 LL WO 9 -3 LL Cj) = a �W Z H Z� W 5 U� O M o�_ W 2 H� LL' O . Z • W L) C0 F= _ O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE MIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr ct: Type of Inspe tion: A ess: �( �� 3115 C) r t i Date C Iled: Special nstructions: Date Wanted: m. --7V/g:�7/65 m. Requester: 0 ��y P ?M' ) 5 72 - d':2 9 Corrections required prior to approval. M Approved per applicable codes. L: V� 50 Q BSc COMMENTS- 1 1` t� q J� L Inspector: � � Date: ( U Receipt No.: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z Z W QQ � JU 00 ND co W W = �LL WO UQ co �W Z H H O W �5 U� O- 0 I~ WW HL) UL Lll Z v= o~ Z INSPECTION RECORD Retain a copy with permit WPERI INSPECTION N0. CITY OF TUKWILA BUILDING DIVISIO Southcenter Blvd., #100, Tukwila, WA 98188 70 Pr�je T el bf nspection Adder Date Called: Special Instructions: L Date Wanted: C. a.m. p.m Requester: Ph /� 7, - 1 ' ( ^/ i Z ~ W JU UO CO W = C/)U- W 0 9-1 co = Cl W Z= WO j U� 0 00 0H W W 2 �.. H LL � —0 W Z U =' O 11- Z 10 Approved per applicable codes. Corrections required prior to approval. INSPECTION RECORD �� a3 Retain a copy with permit INSPECTION NO. PER 0 '1 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)4 -3670 P ct; C T pe of Inspec io Addles: —.�,� - Date Called: Special Instructions: Date Wanted: a, p.m. Requester:_ Phone No: +G Approved per applicable codes. Corrections required prior to approval. 8.00 REINSPECTION F E REQUIRED. aid at 6300 Southcenter lvd., Suite 1 celpt No.: dr to inspection, fee must be Call to sechedule reinspection. Date: Z }�— Z �W QQ� JU UO CO co W J = f- S2 LL WO LL Q Na = W H z F- O W ~ W U� ON o�- WW HF LL O .. Z W U =. O Z Pr je�t- 1 _ , ype-9f Inspection: Ad . ss: � �� � � Date Called: C`M ff^^ ,.� G �✓ Spe ial Instructions: Date Wanted: a. Requester: Phone No: U �- COMMENTS: :44t -0 A Z_cA E Inspects �, Date: ----- z ~ W JU UO to 0 J = H U) W WO } �J U_ Q CO a = W H Z F- O W Uj W O ct) O- 0H WW �O .• z W U= O z /� 1 INSPECTION RECORD L Retain a copy with permit INSPECTION NO. P N CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projec Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: W pproved per applicable codes. Corrections required prior to approval. leceipt No.: Date: Z Q W �U UO W (0 LL WO J LL Q U� _CY F- W Z H WO W U� CO) �H WW H� O .Z W U =, O t•- Z " paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD - Retain a copy with permit a INSPECTION NO. `� PER O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 (2403-1-3670 o � Type ot`tns Address: � _ C .. Date Called: I's P/0 • J Special Instructions: n Requester• t ! - m Date Wanted: r (o' Pho E] Approved per applicable codes Corrections required prior to approval. r:� 'e. FIV , f r pecto . / Date: 1 / .. $58 0 REINSPECTION FEE EQUIRED. rior to inspection, fee must be phi at 6300 Southcenter Bj d., Suite 100. Call to sechedule reinspectio Receipt No.: I Date: I Z �Z LLI JU UO Cl) H N W WO 9zi LL Q Cl)d = W H O Z I-- W W U� O N � F- W W H LL L11 CO) O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 fly Pro'ect: K I- ) - t Type of Inspection: ,s Address: � �-'� 6 11 (1 s t Date Called: a ,-2-) /o.5 Special Instructions: Date Wanted: UV a� /Uo p.m. Reque n�ter' 11 ( - b CO- /< ( Phone No: Fl Approved per applicable codes. Corrections required prior to approval. COM Inspector: 6' V I Date: Z 5 LO5 I $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: —7 Z �-' Z �W QQ � JU UO U) o co W 1_ CO LL w u- ?. N = W Z� Wo w UC3 (0_ o �- WW �� LL L1J to O Z I INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIC 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project . '� Type of Inspection: ` ` CA I t Address: Date Called: Special Instructions: 7 Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval, I M Receipt No.: Date: Inspecto : - / L Date :3 $47.00 REINSPECTION FEE REQUIRE . Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z �Z W Q � Q � WV UQ CO co W J = S2 LL WO LL Q co :D = �W Z F-- 1-- O W ~ W U0 ON OH WW HF- u. O W Z co O Z INSPECTION RECORD V NQ. '__q� Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proj A407 Ty a of Ins ection: J) ( P A e / Date Called: Special Instructions: Date Wanted" anted ,.- M �b h' I Requeste -' Q P � '), D, one No: U 7)- 'Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspecto : Date: , 8.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must t id at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspect Receipt No.: Date: Z }�— Z �W QQ� JU UO 0 W �L WO J W Q N� = �W ` Z H WO �5 0 0 o E_ W H W Z LlJ U= O~ Z 4�5 INSPECTION RECORD Retain a copy with permit -1;, 4 INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 roject: Type of Inspection: _ N 2 Address: p 5pe " cla 5 linstructions: Date Called: ` Date Wante a.m. � 3 a I p.m. Requester: Pho a No: 04�, 2 Z ;H Z W QQ� JU UO N C0 W W = I-- �U- WO U-a Cj) :) = W ZH �o W U� Uj ON OH WW O W z U O Z Q Approved per applicable codes. F1 Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit INSPECITON N0. PE IT SR CITY OF TUKWILA BUILDING p1VISION-� g 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro ct: r p Type of Inspection: Address: Date Called: Special Instructions: Date Wanted; a.m. Requester: Phone No: 1 - 2 ,0� M Approved per applicable codes. Corrections required prior to approval. Z Z �W QQ� JU U UU W = f- �LL W J u_ � = W H ? l-- Wo W U� O U) o F- WW M W Z L11 U= O~ Z r Ell INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER I N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr 'ect: `� 0 t4vvt S L b 4 Type of Ins I— �' - ►� 1 ► ►� t Address: Date Called: S_ 1 ` �•+l - �'Y ( C9 Special Instructions: Date Wanted: a.m. .3 p.m. Requester: No: Pone ) . Z - 21,9 Fl Approved per applicable codes. 13 Corrections required prior to approval. COMMENTS: 1 ` �•+l - �'Y ( C9 _ ��-Cs • t�llt�,�_) i 1 S clot: Li �-t-.J 3 21 h 7.00 REINSPECTION FEE REQUIRED rior to inspection, ee must be y 4d e paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z = Z `~ W UO C/) 0 w= J � �LL WO Q 2 W Z 2 H O R LLI W U O- 17 I_ WW H� u O -- Z U= O Z INSPECTION RECORD Retain a copy with permit, L1 Z W INSPECTION NO. PER T N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 )431 -3670 Project: 1 oA, Q 4oyv\ Lo T - Type of Inspection: f (o� -r� n� ,' Addre� i Date Called: r 0 Special Instructions: Date Wanted: OS m p.m. p• . Requester: L ri Phone No:. - 2- 2- 2 66 Approved per applicable codes. F� Corrections required prior to approval. In ecto D L Dat $ .00 REINSPECTION FEE REQUIRED. rior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z �Z IX W vo N co LU J = co LL WO L7 cf)d = W ?H W O �5 U� o� WW H� �Z 111 N U= H� O Z INSPECTION RECORD FO Retain a copy with permit 4' a S INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION �y 6300 Southcenter Blvd., #100, Tukwila, WA 98188• (206)431 -3670 Project: _ _ Type of InsgeZti On: -""�,� 2 Address- ,^ I SpEcial Date Called: ' bA e-0 ac�l <�'nx Instructions: Date Wanted: a.m. m. Requester: Phone No: I )— I D 7a r . b El Approved per applicable codes. ,J, orrections required prior to approval. COMMENTS: r nn cN �t Ot id t J r 04- re-.54" fwa ' bA e-0 ac�l <�'nx Y-1- f'J CJ M b I P �( " o ul t 6 ojY rQv n G0^ #44 4 o t � rr- (9 ('0+eC ( t"' 4o +tip c.(. 1 a ��,y� r �•1 I.cw t h �k, r i i gAJ Ir),4 z ,,k &CAZ b - t� Q 0 �r AJ t'l; r !'� + ZZ x O 9,(AC-e 4 Coy E71 A f44CA%v1 ✓'✓1 tl&5 52 1 6F I . Naiu aL wvv wuuiLonwi uwu., JuIw iw. %.atl w aecneuum relnspeUlon. teceipt No.: Date: i t ;11 z H ~ W 0 U W = U. WO 9-J LL CO 2 �W z H H O LLJ W ~ G 5 U� ON o1-- W 2 H� O z W Cl) z INSPECTION RECORD '1 Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ect: 0 Type o�spection: 61 Aln I' ikJ Address: -t hsfi Date Called: w3 1 - 3 a_ Special In ructions: Date Want a.m. S L/ Q p.m. Requester. Phone No: a 4 (o -- 3 7 Z. -2,72 Approved per applicable codes.CQrrections required prior to approval. COMMENTS: Y ^� Arbijec c I � e �- �e �E.,� ate.- •�.►. -. �., -� oa•�" iP* - A-- r ta�,r �� c mi s s) AJ Receipt No.: Date: z Z W QQ � JU 00 CO 0 (0 LLJ J = S2 LL W U. C')C1 = W z F. �o z F- W W U N 0 F- WW LL llJ co H � z SS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr- * Pr 'ect: Type of Inspection: R A ^A Address: LOT G 35405 S. Date Called: 3 -1 -65 Special Instructions: Date Wanted: a.m. p.m. Requester: D Ar l-yt Phone No: M Approved per applicable codes. Corrections required prior to approval. COMMENTS: 7t) e,=&k 7-J P - f In�pecta : uate: b " 3 — 07 F1 7. 0 REINSPECTION E REQUIRED. Pr) r to inspection, fee must be p id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z W JU UO W= NLL WO LL Q = I— _ ? F- �O Z F- LU W U� N aH WW LL 111 N 0� z P ect: Type of Inspection: Or LtZ I- VLA41 I zwL UM Adilress: r Z 1 ICA 31 Date Called pe I n s tructions Date Wanted: M. M> Requester: fte Phoe 7 IS 4LN , 1 6 INSPECTION RECORD e12 Retain a copy with permit 0 INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION =� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 (206)431-3670 z Z LLI 0 0 0 U) 0 U) LU W M J I.- 52 Li- LJJ 0 LL LU z fi- 0 z H W UJ O 01-- WW L 0 z 0 H- z R Approved per applicable codes. FICorrections required prior to approval. INSPECTION RECORD Retain a copy with permit a3 S INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro•ect: Type of Ins p ction: 9ddress: f / .y� ( Date Called: � Special Instructions: Instructions* Date Wanted: Date Wanted: a.m. Requester: r . I P on_ e No 7 44� Approved per applicable codes. Corrections required prior to approval. { Sp4 tor: ) \ Date:W ( - O .S ql�V REINSPECTION F E REQUIRED. Pr1 r to inspection, fee must be �at63005outhcenter lvd., Suite 100. Call to sechedule reinspection. Receipt No.: I Date: Z W Q � Q � JU 00 CO a W� DLL w J LL Q co =a �w Z 2 F- WO �o U ON oIr- WW H ~. -O .. Z W co O Z '7 INSPECTION RECORD ; � 3 . Retain a copy with permit INSPECTION NO. PER T N . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -3670 Pr I wl Type of Ins ection: Address: R • ��• � Date Called: Special Instructions: Date Wanted: cr m / 0 J p.m. Requester: Phone No: .-.- Approved per applicable codes. 11 Corrections required prior to approval. COMMENTS: (' un , ff A G� f' 1 t1� C� U✓1 �-•. A Inspector: ' 1 Date: ►, } �� � 1 1 Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Z i� Q W Q S JU UO CO co LLI -J� 52 LL WO LLQ co = a �W Z F- WO W U� 10 co O H WW LL 111 U= O Z I' INSPECTION RECORD z Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 i �f Project: Type of Inspection: Address: Date Called: Special Instructions: Z ?4r4 Date Wanted: a c / .m. �( d5.__ p. Requester: )� aI l Phone No: 3--- - Z,? k-6 D Approved per applicable codes. Corrections required prior to approval. C at�ai Inspector: /', � Date: l // $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 UQ W = C0 U. W u_ Q N� t-- W Z F- 10-o zII-- W w U� U 0 F- W w. LL LlJ z U= O z INSPECTION RECORD Retain a copy with permitNER INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO> 6300 Southcenter Blvd., #100, Tukwila, WA 98188 -3670 Projee , I Type of Inspectio Address: 3S S S S I 1 (0 Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: tR Approved per applicable codes. F1 Corrections required prior to approval. 0 0 Inspector: � Date: �a MJ� i $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: Z Z W D JU UO D W� S2 LL WO L_ C0 �W z F Wo W U ON D �-- W LU H� W Z IJ U= O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proje L 0 �� I n Type of Insp Touyy A( ction: I to Gt l Address: 35 ss t l I�' " Date Called: � -0 '-1 Special Instructions: T O Uvl\ G Date Wanted: a.m. p.m. Requester: Phone No: R Approved per applicable codes. 11 Corrections required prior to approval. COMMENTS: ` T O Uvl\ G c�. G UAW' �. c Ira KA uc P. 'P Q v� Q 16 C1 U -V v\ �1 -e�v✓� A a OVN l kb m . O ar V\ I v-•o U P o or Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z � W JU UO to 0 w= 52 LL WO � a LL j. Co T ?H Wo �5 U� ON o I— WW LL o .Z W U= O Z INSPECTION RECORD L �� l Retain a copy with permit �3 INSPECTION NO. PER O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proje Type f Inspection: ID 6A Address: 3 � S s S 1 ��`1 Date Called: o Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: ispector. r Date: U $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 QQ� JU UO 0 CO �LL wo L_ Cl) d = W H Zo UJ W U� O N. 01— LLI u j HL) ILL ui Z U= O F— Z IV INSPECTION RECORD ! Retain a copy with permit INSPECTION NO. PER N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proje t Type of>spectignL A dre� 1 yY / ' Date a7 c� � `D Q y Special Instructions: 1� A- ��_ Date anted: a.m. /c7 - a/ a C` P.M. Requester: J L Phone G�� 3 -��du Approved per applicable codes. Corrections required prior to approval. COMMENTS: d ci a I QTV ►0 C' 0 I ` -P r C D. 1114 C Inspector: r Date: I $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection Receipt No.: Date: Z }�- Z �W D JU 000 Co co W J = H U. wo J U- j � = W ? H z0 LLJ W U N a I.- WW LL 0. W Z co O Z INSPECTION RECORD ,� / r Retain a copy with permit ' INSPECTION NO. PER T NO. CITY OF TUKWILA BUILDING DIVISION , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Phone No: Approved per applicable codes. Corrections required prior to approval Project: Type of Inspection: Address: Date Called: V Special Instructions: Date Wanted: M. -6-) '1t orc44PC`• p.m. Requester;_ COMMENTS: 41 r I V _11� L4 YV\ - P V' '1t orc44PC`• It � r 1 -0V (A i \J o r 0 V 'p Inspector: c 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 �~ W JU UO co co U- WO 9 LL to CY = �W Z= H F- O W F- �5 U� O co OH W W H W Z LLI co O Z City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No � Project Name Address "� L� `7 Suite # i Retain current inspection schedule r f Needs shift inspection k� Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: f Pre -Fire: Permits: Authorized Signature FINALAPP.FRM %late Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East * Tukwila, Washington 98188 • Phone: 206.575 -4404 • Fax: 206 -575 -4439 r „,_1.�......�:.... :�..t , ..... i.,. �u::.;:..:. �.. �...<'..,:: �..:,.,.. r.:. a,.. �r. �, o,,. i�r.,.....: ..a::r:v�..aut.:- .,ii:aau:,:i,' . taxi: J+ �: ��11; G. iw. iir'. s;,':.L ivaalr: ta, rYr+> n.+. n.. u:.;..`: iir: er�i: cv:ti �SJJt. S} ua:. i. stu ..di.a...rs:�iia.3�+.{rLw. • ,�'�= " "_.;..z��t::_ .:: iwa ;�:ni:Li.rs.:::..'+G:6.wi'.iur1 l z �w 5 JU UO V) 13 L_ S2 LL wO 9� CY = w ZO LU w U� N 0 I_ wW LL ui z U= O z r r r r City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No � Project Name Address "� L� `7 Suite # i Retain current inspection schedule r f Needs shift inspection k� Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: f Pre -Fire: Permits: Authorized Signature FINALAPP.FRM %late Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East * Tukwila, Washington 98188 • Phone: 206.575 -4404 • Fax: 206 -575 -4439 r „,_1.�......�:.... :�..t , ..... i.,. �u::.;:..:. �.. �...<'..,:: �..:,.,.. r.:. a,.. �r. �, o,,. i�r.,.....: ..a::r:v�..aut.:- .,ii:aau:,:i,' . taxi: J+ �: ��11; G. iw. iir'. s;,':.L ivaalr: ta, rYr+> n.+. n.. u:.;..`: iir: er�i: cv:ti �SJJt. S} ua:. i. stu ..di.a...rs:�iia.3�+.{rLw. • ,�'�= " "_.;..z��t::_ .:: iwa ;�:ni:Li.rs.:::..'+G:6.wi'.iur1 l z �w 5 JU UO V) 13 L_ S2 LL wO 9� CY = w ZO LU w U� N 0 I_ wW LL ui z U= O z Jan 13 05 10:43a Tim Schriever ALLIANT ENGINEERING & LAND SURVEYING, INC. P.O. BOX 2596 WOODINVILLE, WA 98072 -2596 1425) 485 -1083 Darryl Doak Doak Homes, Inc. 11812 -- 26` Avenue SW Burien, WA 98146 RE: Foundation Footing Drain for Parcels B of BLA L03 -038 Site Address: 3555 S. 116' St. January 10, 2005 Dear Darryl, This letter is to verify that I inspect the above described parcel on January 10, 2005 for the purpose of determining whether or not foundation footing drains are required to prevent ground water flooding in the proposed structure crawlspace. At the time of inspection the building foundation was constructed on the site and no evidence was observed to suggest that ground water or surface water was collecting in or around the building foundation. On April 16, 2003 I conducted a soils investigation on the subject property and determined that there was greater than 8 feet of sandy soil above the groundwater table. Based on the relatively deep soil depths and shallow elevation of the building foundation/crawspace floor as constructed on the site, it is my opinion that no footing drains are necessary around the building foundation. The proposed roof downspout drywelI must be placed at least 10 feet west of the proposed house per the Small Site Drainage Plan. Sincerely, L. S Je Timothy L. Schriever, PE , 2M -A V EXi�!RES i� 0%4/a 9 —� p.3 RECEIVED 7- ��� JAN 13 2005 D EPARTM EN T 425 - 485 -1083 z Z �W QQ� JU UO Cl) 0. J = C0 LL W 9-1 CO) =d �W z I- O z F- w LLJ �o oU o�- W LL 0 .z w U =. z 1' Plan NumberMb ID: #110402 Floor DL: 10 Design Specifications: 1997 UBC t TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: JOB #: 395 Job Name: Darrel Doak pl - Site Address: 4058 S. 148th St. Tukwila BY: DATE: _I2I Zio O Z 10F Z l I mp - t=t�R CODE COMPLIANCE t41PIPRO OED NpV 2004 CI of ruj<wila BUILDTI V QN Jurisdiction: City of Tukwila Plans By: Crane Design Plan NumberMb ID: #110402 Floor DL: 10 Design Specifications: 1997 UBC Wind Velocity: 80 mph Wind Exposure: B UBC Wind Design Method: 1 Snow Loading: 25 psf Seismic Zone: 3 R: 5.5 % of Snow Incl. w/ Seismic: 0 Soil Type: SD UBC Seismic Design Method: Static Force Buildina Design Parameters: Roof DL: 17 psf Floor DL: 10 psf Wall DL: 10 psf Levels: 2 Level Names: UPPER MAIN STRUCTURAL ENGINEERING ADDITIONAL REQUIREMENTS OR CHANGES TO PLANS ARE AS SHOWN ON SHEETS 17 THROUGH 21 OF THESE CALCULATIONS WITH NOTES, SCHEDULES & DETAILS PER DRAWING No.TSE -1 THROUGH TSE -3 !'I1yRnF I KWII A JUN 3 0 2004 PERMIT CENTER ENGINEER'S SEAL IS FOR LATERAL LOAD DESIGN DUE TO SEISMIC AND WIND FORCES ONLY. GRAVITY LOAD DESIGN IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. EXCEPTIONS: &+jz.4GF Po0R— Hs.4DE/L -. v 7.22.00k y z w UO 0 W= C0 U. w J LL Cf)d z F. H O W~ �5 U� ON 0H w H� LL O -. z W U= O h " z TSE r PROJECT. JOB #: ? _ Architecture Engineering Planning If BY: 12810 N.E. 178th Street, Suite 101 / Woodinville, WA 98072 • (425) 481 -6601 LgTEQ ANAL YN5 DATE: al u'loz FLEVATI0t1S Z W)NI2 ASS_ (rRIX GR IPS / 4- w a' r i - r36 , —50 ]o z �Z �w aa JU UO UU N U- C w 0 G La = �w Z 1--0 z H W w U� O� o�- ww F-- u- O w z U= o F- z i i, TSE PROJECT: JOB #: I s Architecture • Engineering • Planning BY: 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 DATE: l z/Z&O GZ PL/+ uQ GRivs PC' LJ I ILXA _ 11Frn.we.w+ecr.rtlr �1� PM INSrALI. FlR YIKb, Is l'e r . �^� L„ I 1400k m to 30 4 r FI Lql . L'JARw"L uhAII(A Vf t • , :. _r; ..: .. '• � .« � ' 1:,.,::r:.:: «:.nl� ra.�, . +5r in4':aj.ar.,:.:xa. !.+:.k:.:. :L,uUk s�G:tti:t "toieFt'� +2tt<oifet; u ,. '.;„.. �., • :...; ...r ,_.. ..,...,..:.. � �.,.;,....�...: d:rl � ... u. auw;::,; e:;> wijs:. tieaa,, �a. �i ..iS,'et.,:.':t;G:ur�.';,r,,�:, a.tMw.[IIF.;J.4:iec' «,ar+#.:�.w.,v.'r.G.t.diia:a.tt ai• w' Z ~ W Ls UO U� J = H N LL W 0 Li- (Y W ? F- H L O L W r Uji �p U 0 11 - - W W U. ui z U= O Z I ' TSE PROJECT: ��■ Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 TRANSVERSE WIND ANALYSIS FRONT ELEVATION Grid:1 Wall Ht. Wall Ht. 2 3 4 5 8.1 8.1 N 1 9 9 N 1 1 Width X 30 20 30 30 1 1 LEVEL: UPPER . Roof 1 Ridge /Gable Ht 6.5 OH left 2 OH right Area left -45 Area right V left 2790 V right 0� LEVEL: MAIN Roof Ridge /Gable Ht OH left OH right Area left Area right V left 5613 V right 0 1 6.5 I 2' -45 0 2790 0 01 01 01 01 5613 0 0 0 0 0 0 0 0 0 0 ft. ft. ft. sq.ft. sq.ft. lbs. 0 lbs. ft. ft. ft. sq.ft. sq.ft. lbs. 0 lbs. LEVEL: Roof Ridge /Gable Ht ft. OH left ft. OH right ft. Area left sq.ft. Area right sq.ft. V left 0 0 0 0 0 0 0 lbs. V right 0 0 0 0 0 0 0 lbs. ` wa ..::.a.n >« r:.d',.ibJi: +b �.}%�:,.i:..�t:::..tri,:�v r�u:+Z.j4F!W}w5' .. t ' <;: +� 'tiYCrie rri�i' wys: }#uaYi;!xafx'ko'�' . ` ° ' "" ..i4 "` ' � '+�*4. ` 'tom•'+ " JOB #: 31 -VI BY: xqw DATE Z O O Z Plan Number /Job ID #110402 6 7 8 z ��— Z �w a 2 JU 00 Cl) co w �_ NLL w 9� LL Q cf) = �w z HO z F-- w w U ON 0 1-- wW Ir- u" O w z U= Off_ z z ;X z �w QQ JU UO UD H CQw w 0 J. LL Q = F -w Z ' HO z F— w LL) U� O— wW �O ..Z w CO O z TSE PROJECT: JOB #: Architecture • Engineering • Planning BY: 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 DATE: 1 2 Z G O Z LONGITUDINAL WIND ANALYSIS Plan Number /Job I II RIGHT ELEVATION #11040 Grid: A B C D E F G H Wall Ht. 8.1 8.1 ft. N Wall Ht. 9 9 ft. ft. Length 50 50 ft. Y 13 17 ft. LEVEL: UPPER Roof 1 1 Ridge /Gable Ht 6.5 6.5 ft. OH front 2 ft. OH back 2 ft. Area front -16 -12 sq.ft. Area back -12 -44 sq.ft. V front 1700 0 0 0 0 0 0 lbs. V back 0 1424 0 0 0 0 0 lbs. LEVEL: MAIN Roof Ridge /Gable Ht ft. OH front ft. OH back ft. Area front 34 sq.ft. Area back 10 sq.ft. V front 2882 960 0 0 0 0 0 lbs. V back 734 2516 0 0 0 0 0 lbs. LEVEL: Roof Ridge /Gable Ht ft. OH front ft. OH back ft. Area front sq.ft. Area back sq.ft. V front 0 0 0 0 0 0 0 lbs. V back 0 0 0 0 0 0 0 lbs. 0 0 0 0 0 0 0 0 z ;X z �w QQ JU UO UD H CQw w 0 J. LL Q = F -w Z ' HO z F— w LL) U� O— wW �O ..Z w CO O z O z TSE PROJECT: JOB #: ✓��� Architecture • Engineering • Planning BY: Poll 12810 N.E. 178th Street, Suite 101 l^ Woodinville, WA 98072 • (425) 481 -6601 DATE: 1 Ze' 0 & 2 TRANSVERSE SEISMIC ANALYSIS BASE SHEAR DISTRIBUTED Plan Number /Job ID PLAN VIEW #110402 H G F E D C B A Grid: 1 2 13 4 5 16 17 LONGITUDINAL SEISMIC ANALYSIS H G F E D C B Transv.Walls A R 1802 F 2544 R 2647 F 3763 R 1508 F 2168 R 2216 F 3211 Grid: 1 2 13 4 5 16 17 LONGITUDINAL SEISMIC ANALYSIS H G F E D C B Transv.Walls A Grid: 1 12 13 14 15 6 7 Long Walls lbs. lbs. lbs. lbs. 8 lbs. lbs. lbs. lbs. r, z 11-:. '~ w 30 00 (n o U) III W = t— CO U- w I-j LL ¢ CO) = �w z I— t— O z I— w �5 U O- I— W U- O .. w z U= O z 2 17392 2420 2 2373 3227 2 2 1361 1880 2 1 2 1859 2510 2 Grid: 1 12 13 14 15 6 7 Long Walls lbs. lbs. lbs. lbs. 8 lbs. lbs. lbs. lbs. r, z 11-:. '~ w 30 00 (n o U) III W = t— CO U- w I-j LL ¢ CO) = �w z I— t— O z I— w �5 U O- I— W U- O .. w z U= O z TS E PROJECT: JOB #: .3 1 !;11 Kt Architecture • Engineering • Planning BY: 12810 N.E. 178th Street, Suite 101 ) `� Woodinville, WA 98072 • (425) 481.6601 DATE: ( Z�t�/ Z Plan Number /Job ID SEISMIC DESIGN FORCES #110402 TRANSVERSE 0.2181 AB = 1810 sq.ft. GRID LEVEL Lsw Eh r E E/1.4 (ft.) (lbs.) (lbs.) (lbs.) 1 UPPER 29 4107 0.1733 4107 2934 MAIN 23 5862 0.2181 5862 4187 2 UPPER MAIN 9 3 UPPER 23.5 4066 0.2117 4066 2904 MAIN 23.5 5824 0.2121 5824 4160 r (max) = 0.2181 AB = 1810 sq.ft. 2 - 20 / r(max)"SQRT(AB) = -0.156 Rho = 1.000 z �Z �w JU 00 U) 0 I_ t— co w wo ILLQ co) = d. �w Z �- 0 z �- LU5 U� ON C f- wW u. O W z U= O z TSE PROJECT: JOB #: 5- ' 1 Q Architecture • Engineering • Planning BY: 12810 N.E. 178th Street, Suite 101 ,y Woodinville, WA 98072 • (425) 481 -6601 DATE: SEISMIC DESIGN FORCES LONGITUDINAL GRID LEVEL Lsw Eh r 1.310 Rho = (ft.) (Ibs.) A UPPER 16 3688 0.3143 MAIN 6.25 4272 0.6811 B UPPER 0 MAIN 15.25 1352 0.0883 C UPPER 31.5 3645 0.1578 MAIN 24.5 4412 0.1794 r (max) = 0.6811 AB = 1810 sq.ft. 2 - 20 / r(max) *SQRT(AB) = 1.310 Rho = 1.310 Plan Number /Job ID I #110402 E E/1.4 (Ibs.) (tbs.) 4830 3450 5595 3997 1770 1265 4774 3410 5779 4128 Z _� J.' w �7- 0 00 CO w_ CO U. w LLQ Cj) :3 = F - w z H F- O Z F- 5 U� O N � F- w W F- u. O w Z 0- Q Z "" TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 PROJECT: JOB #: 39s1 BY: Woodinville, WA 98072 • (425) 481 -6601 DATE: I 2 2 ( U2 TRANSVERSE SHEARWALLS Plan Number /Job I #110402 Grid 1 Grid: A B C D E F G H Level: UPPER Lsw 29 ft. v wind 96 plf v seismic 101 plf USE: SW1 R wind 779 lbs R seismic 819 lbs Roof Trib. 3 ft. Roof DL 1479 lbs Wall DL 2349 lbs Uplift wind 0 lbs Uplift seismic 0 lbs USE: Level: MAIN Lsw 8 15 ft. v wind 244 244 plf v seismic 182 182 plf USE: SW2 SW2 R wind 3179 3179 lbs R seismic 2671 2671 lbs Roof Trib. ft. Roof DL 0 0 lbs Wall DL 720 1350 lbs Floor Trib. 1 1 ft. Floor DL 80 150 lbs Uplift wind 1855 1439 lbs Uplift seismic 1479 1105 lbs USE: H2 H2 Anchor Bolts ABO Note: SWx (Shearwalls), Tx (Floor Ties), Hx (Holdowris) and ABx (Anchor Bolts) are scheduled per sheet TSE -1 except ABO = 5/8 inch diameter anchor bolt at 48" o.c. w/ 2x sill plate which is typical unless noted otherwise. z kz �W 2 D 0 to o J = Co L WO LLQ ND = �W z F- O z F— W U ON o�- W W U- . z. U= O z s f .. T5E � 3�5 PROJECT. JOB M Architecture • Engineering • Planning BY: 12810 N.E. 178th Street, Suite 101 /t Woodinville, WA 98072 • (425) 481 -6601 DATE: 2 & e. & Z /y TRANSVERSE SHEARWALLS Plan Number /Job #1104 Grid 2 Grid: A IE IF Level: UPPER I I B I I D IG IH NO SKiq,QwALcS z Z u� D . U O CO 0. C0 CO) LL w O 9Q = �w ? t �O z F- LLI fi U� O� 0 F- .W W F- u' O LLi z U— O z t t —� TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 PROJECT: JOB #: 395 BY: V tzlz&102 Woodinville, WA 98072 • (425) 481 -6601 DATE: TRANSVERSE SHEARWALLS Plan Number /Job I #1104 2 Grid 3 Grid: A B C D E F G H Level: UPPER Lsw 23.5 ft. v wind 119 plf v seismic 124 plf USE: SW1 R wind 962 lbs R seismic 1001 Ibs Roof Trib. 3 ft. Roof DL 1199 Ibs Wall DL 1904 Ibs Uplift wind 0 Ibs Uplift seismic 0 Ibs USE: Level: MAIN Lsw 11.5 12 ft. v wind 239 239 plf v seismic 177 177 plf USE: SW2 SW2 R wind 3111 3111 Ibs R seismic 2594 2594 Ibs Roof Trib. ft. Roof DL 0 0 Ibs Wall DL 1035 1080 Ibs Floor Trib. 1 1 ft. Floor DL 115 120 Ibs Uplift wind 1875 1821 Ibs Uplift seismic 1482 1433 Ibs USE: H2 H2 Anchor Bolts ABO z �z �w 00 CO 0 C0 W W = H C0 L w U-Q C0 D = �w z t I— O z 1— 2 5 U� O � off W W F- O w z CO O z z w oc � 00 CO Co Lu W = CO L w 9 wQ C = �w z E- F— O z F- w �5 U O� 011-- W Lij LL O z Co w O z < 3 TS E PROJECT JOB #: Architecture • Engineering • Planning BY: 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 V4 1 DATE: _ Z/2 (0/0 1 z LONGITUDINAL SHEARWALLS Plan Number /Job I #1104(2 Grid A Grid: 1 2 3 4 5 6 7 8 Level: UPPER Lsw 9 3.5 3.5 ft. v wind 106 106 plf v seismic 216 216 plf USE: SW1 SW1 R wind 860 860 Ibs R seismic 1747 1747 Ibs Roof Trib. 15 3 ft. Roof DL 2295 179 Ibs Wall DL 729 284 Ibs Uplift wind 0 629 Ibs Uplift seismic 386 1539 Ibs USE: T1 (2) T1 Level: MAIN Lsw 2.75 3.5 ft. v wind 461 plf v seismic 665 plf USE: LRP SW5 R wind 6353 Ibs R seismic 10456 Ibs Roof Trib. ft. Roof DL 0 Ibs Wall DL 315 Ibs Floor Trib. 5 ft. Floor DL 175 Ibs Uplift wind 5877 Ibs Uplift seismic 10028 Ibs USE: H-10 Anchor Bolts A5S Level: .. .. - I l.tSE j2� flo /2 y �:'�4T.E24 9C -SrX+j -r vta ?�L = Ib�U # �SEISM�G SE F SKEF T j3 z w oc � 00 CO Co Lu W = CO L w 9 wQ C = �w z E- F— O z F- w �5 U O� 011-- W Lij LL O z Co w O z -' T5E PROJECT: JOB #:1�L _ �■ Architecture • Engineering • Planning BY: 12810 N.E. 178th Street, Suite 101 1 V )2 Woodinville, WA 98072 • (425) 481 -6601 DATE: f 2 (o(D 2 /J APA "Sturd -I- Frame" w Z M1 Z1 c/L - M2 L 'L W2 H Z2 4 Z (WIND) Z (SEISMIC) w (DL) w (LL) LL ( w (SL) SL (SEISMIC) 635 835 80 0 0 100 0 Fb' lbs. Ibs. plf plf % plf % 29 H D L W1 W2 AR1 AR2 0.18 8 1 8 16.5 0 5.82 psi psi ft. ft. ft. in. in. 838 838 O.K. WIND SEISMIC WIND SEISMIC Z1 = 635 835 Ibs. Z2 = 0 0 Ibs. M1 = 4445 5845 ft.lbs. M2 = 0 0 ft.lbs. M C/t_ 640 0 800 1440 ft.lbs. (DL) (LL) (SL) (TOTAL) M1 (TOTALS) M2 (TOTALS) WIND 5138 ft.lbs. WIND 693 ft.lbs. SEISMIC 6272 ft.lbs. SEISMIC 427 ft.lbs. CONTINUOUS HEADER D ESIGN Material Tvl2e /Specie Grade Fb (p si) Fb Manuf.Lbr. GL 24F -V4 2400 1200 Timber Dimen.Lbr. Properties: b d S FV (p CD (WIND) 1.6 165 CD (SEISMIC) 1.33 CD (SNOW) 1.15 Cr 1 CH 1 3.125 12 75 in. in in ^3 fb Fb' fb / Fb' fv Fv' fV / FV D + L + S (UBC 12 -12) 230 2760 0.08 29 190 0.15 D + L + S/2 + W (UBC 12 -14) 822 1920 0.43 46 264 0.18 D + L + S.+ E/1.4 (UBC 12 -16) 1003 1596 0.63 46 219 0.21 psi psi psi psi USE: GL 3.125" x 12" v 10.10.02 z Z J0 00 CO) U) J +.. CO U. w U . rn � = �. w z F H O Z H Ul w �0 co .O I✓ wW O .. Z 0 O z - .�� TSE Architecture • Engineering • Planning 12810 N.E. 178th, Street, Suite 101 Woodinville, WA 98072 • 481 PROJECT: JOB #: 3? 5 BY: xq z IZG�UZ (425) -6601 DATE: / LONGITUDINAL SHEARWALLS Plan Number /Job 11 #1104 Grid B Grid: 1 2 3 4 5 6 7 8 Level: UPPER ft. Lsw ft. v wind plf v seismic plf USE: R wind lbs R seismic Ibs Roof Trib. ft. Roof DL Ibs Wall DL Ibs Uplift wind Ibs Uplift seismic Ibs USE: Level: MAIN Lsw 6 9.25 ft. v wind 111 111 plf v seismic 83 83 plf USE: SW1 SW1 R wind 1000 1000 Ibs R seismic 746 746 Ibs Roof Trib. ft. Roof DL 0 0 Ibs Wall DL 540 833 Ibs Floor Trib. 14 14 ft. Floor DL 840 1295 Ibs Uplift wind 310 0 Ibs Uplift seismic 125 0 Ibs USE: H1 Anchor Bolts ABO z z U.1 00 co W U.1 = H D w. wO Ua �=3 = f. w z t`- O z i-- w W U� O- 01-- U.1 W ..z w Co O z - TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 PROJECT: JOB #: BY: J7 s /c Woodinville, WA 98072 • (425) 481 -6601 DATE: 2 ze. G 2 ( • 7 LONGITUDINAL SHEARWALLS Plan Number /Job #1104 2 Grid C Grid: 1 2 3 4 5 6 7 8 Level: UPPER Lsw 12.5 19 ft. v wind 45 45 plf v seismic 108 108 plf USE: SW1 SW1 R wind 366 366 Ibs R seismic 877 877 Ibs Roof Trib. 15.5 15.5 ft. Roof DL 3294 5007 Ibs Wall DL 1013 1539 Ibs Uplift wind 0 0 Ibs Uplift seismic 0 0 Ibs USE: r OPENING REINF. - SEE -sti fop Level: MAIN 5 Lsw 10.5 14 ft. v wind 103 103 plf v seismic 168 168 plf USE: SWZ SW2 R wind 1395 1395 Ibs R seismic 2644 2644 Ibs Roof Trib. ft. Roof DL 0 0 Ibs Wall DL 945 1260 Ibs Floor Trib. 6.5 7 ft. Floor DL 683 980 Ibs Uplift wind 0 0 Ibs Uplift seismic 0 0 Ibs USE: Anchor Bolts ABO ...+i�,. ,.va.- :..s. '. F a: .�.s:nr�o.i.:�.,;:sk;.xa,�.:t« .✓ ais�', u. .StSUttui.�:aA�ti^.wtw`..:u.isr '..' 1tiw ia. `�.i;N;'L±etirR.9ci�t�:�s:1.+;�' ;+a�1n.l;l,i1�+Y "" i� �+.k.4�'."b;'., z Z �w ¢¢ JU UO Co 0 CO w W_ rr CO L w LLQ to D = �w z t-- E- O w ~ W U O N D F- wW LL O ui z U= O z i a Ts Lc PROJECT: JOB #: 3 ( s Architecture • Engineering • Planning BY: 12810 N.E. 178th Street, Suite 101 l Woodinville, WA 98072 • (425) 481 -6601 DATE: 1 I REINFORCEMENT AT OPENINGS IN LONGITUDINAL SHEARWALLS Plan Number /Job I f #1104 Lsw L 2 3 4 5 6 7 8 ft. ft. plf plf Grid Opening = T1 = ft. T2 = X1 = v (x) = ft. T1 = X2 = T2 = ft. Grid Opening = ft. X1 = ft. X2 = ft. Level: MAIN Opening 5 Lsw 14 v (max) 168 v (xi) = v (X2) 262 Grid Opening = 5 ft. 2 -3 X1 = 4 ft: X2 = 5 ft. Grid C Grid: 1 Level: UPPER Opening Lsw v (max) V (X1) = V (X2) v (x) = plf USE: T1 = lbs. T2 = lbs. v (x) = plf USE: T1 = lbs. T2 = lbs. ft. ft. plf plf V (x) = 262 plf USE: T1 = 374 lbs. LSTA21 T2 = 468 lbs. LSTA21 z `~ W O QQ C 2 JU UO to 0 co w 1f- WU- WO 9-1 u` Q cl) = F- W _ z O- W UJ �p co U O— o�- WW O w z co O z w' W cn � NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ffj� M■r • WNW tv 00 J O O N W Oct 26 04 11:08a Tim Schriever ALLIANT ENGINEERING & LAND SURVEYING,, INC. P. O. Box 2596 WOODINVILLE, WA 98072 -2596 (425) de6 -1083 Darryl Doak Doak Homes, Inc. 11812— 26`' Avenue S W Burien, WA 98146 RE: Foundation Footing Drain for Parcels B of BLA L03 -038 Site Address: 3555 & 116" St. October. 25, 2004 Dear Darryl, The finished floor for the fitture residence on this site is proposed at elevation 22.5 per the Small Site Drainage Plan. On April 16, 2003 1 conducted a soils investigation on the subject property and determined that there was greater that 8 feet of sandy soil above the seasonal water table or restrictive layer. Due to the relatively deep soil depth, it is my opinion that no footing drains are necessary around the building, foundation if the floor of the crawlspace is 30 inches below the main floor at elevation 20.0. The proposed roof downspout drywell must be planed at least 10 feet west of the proposed house per the Small Site Drainage. Plan. Sincerely, Timothy L. Schriever Professional Engineer RECEIVgfi CITY OF TUKWIU OCT 2 7 2004 PERMIT CENTER CORREC�'ION LTR# 1425- 485 -1083 f P.2 ooDakk-231 ,:��:. .•u. n :w.5 .a.r:.�.,,. .'µr'.+:.. .:ivRix.Ki+1' �rni. tia:< iaa +�.u:Cr:at.A.ik��a.'.'+wi✓bft; z Z w QQ � JU UO UD U) LLJ LU U) U- wO LL = �.. w Z �- O z a- U1 U� O� o t-- wW w z ui U= 0 1-- z Oct 26 04 11:08a u �•1 C OF 3 I6 Yp} 3LE IT DATA: 22.27 8.84 3.34 21.03 --- 'OPOSED UNDERGROUND UTILITIES V/ CONDUIT BORED UNDER TRAIL RECEIVED CITY OF TUKWIL4 2 QCT 2 7 2004 EXISTING UTILITY POLE --�� PERMIT CENTER SET PK NAIL & FLASHER #22594 IN ASPHALT CORRE ION LTR #-- p.4 . 2 5.00 . E NE PR Os POL W 22' PRIVATE .FOR THE BE RECORDING I Z FEr 0 i 928 o A � N 1 AT LE MUST UNLE! D I C am '} N I � I a M n F3 TU F PqR I p (1 DR n I cn 20 . bo�4�23� i Z }_— Z �w QQ JU UO UD LLJ_ t~ �LL w u-Q �D =d �w Z= �O w �5 U O N OH ww W Z U= O Z Tim Schriever f 425- 485 -1003 ALLIANT ENGINEEkswo & LAND SURVEYING, INC. P.O. BOX 2596 WOODINVILLE, WA 98072 -2596 (425) 485 -1083 Darryl Doak Doak Homes, Inc. 11812— 26`'' Avenue SW Burien, WA 98146 June 30, 2004 L� J' RE: Small Site Drainage Plan Soil Report for Parcels A, B,C and joint use driveway of BLA L03 -038 on S. 116 St. Dear Darryl, This report presents the results of our research and investigation of the above described site. The purpose of this study was to provide subsurface soil identification and estimate depths to seasonal water tables in accordance with the King County Surface Water Design Manual (1998). On April 16, 2003 I conducted a soils investigation and site inspection on the subject property. The 1973 King County SCS Soil Survey does not identify the soils on the subject site. Our investigation determined the site to be underlain with Pilchuck Loamy Fine Sand. The on -site soils encountered during this investigation appear adequate for infiltration of surface water. Soil logs test pits were dug in the vicinity of the proposed infiltration trenches. The results of the testing is as follows: SLI 0 -3' Brown Loamy Sand 3' -5' Black Medium Sand 5' -8' Black Fine Sand, loose 8' -10' Black Medium Sand No ground water was encountered SL2: 0 -2' Brown Fine Sand 2' -9' Black Fine Sand, loose No ground water was encountered SL3: 0 -2.5' Brown Loamy Sand 2.5' -8.5' Black Fine Sand, loose No ground water was encountered SL4: 0 -3' Brown Loamy Sand 3' -6' Black Fine Sand, loose 6' -8' Black Medium Sand No ground water was encountered RECEJVr,,n JUL 2 2 2004 - f UKVVILN PUBLIC WORKS V/v 3 O a pRRMjT �Fti 2Q01 T FR 1>0 q,z3y z '~ W UO C o W = CO U . WO U - �W z z� w U� ON o� W W �—` 0 w z U= 0 z Base upon the soil test pits on the site, the proposed infiltration sites for the three residences and driveways appears to be adequate for an on -site infiltration systems in accordance with the requirements of the King County Surface Water Design Manual (1998). Groundwater was not observed on the site at depths up to 10' during the inspection. Evidence of a seasonal ground water table was not observed within 10 feet of the existing ground surface. Estimated depth to water table is >9 feet. We recommend that the roof downspouts of the future residence on the site be discharged to a "Dry Well" per the King County Surface Water Design Manual (1998). The conclusions and recommendations stated herein are opinions derived in accordance with current standards of practice. No other warranty is expressed or implied. Sincerely, Timothy L. Schriever F„ — Professional Engineer . , / 1 �( ��� o �F ONA E EXPIRES 10/4/z oo s J 2 z Z a: 2 D UO U) o J ~ CO U_ W LLD � =w w 0, w U ON o�__ W H� u. O ul z O z w City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/rei must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, / Stefania Spencer Permit Technician encl xc: File No. D04 -234 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431.3665 z October 14, 2004 H w D Mr. Darryl Doak, Sr. JU U C O o Doak Homes, Inc. (1) w 11812 26` Avenue Southwest -1 E Burien, WA 98146 N u- w RE: CORRECTION LETTER #2 Development Permit Application Number D04 -234 LL Q Doak Homes —Lot B— 3555 South 116 "' Street = CY �w Dear Darryl: ? H F- O This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. z 1— w w All correction requests from each department must be addressed at the same time and reflected on your drawings. 1 v co h ave enclosed comments from the Building Department. At this time, the Public Works, Planning and Fire Departments o have no comments. w — = w U Building Department: ICen Nelsen, at (206) 431 -3677, if you have any questions regarding 0 the following comments: z ' U= 1. Please provide complete footing drain dispersement plans and details. ~O �— z 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/rei must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, / Stefania Spencer Permit Technician encl xc: File No. D04 -234 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431.3665 11tt August 24, 2004 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Darryl Doak Doak Homes Inc. 11812 26" Avenue SW Burien, WA 98146 RE: CORRECTION LETTER #1 Development Permit Application Number D04 -234 Doak Homes — Lot B — 3555 South 116` Street Dear Darryl: 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 throuei: the mail or bE a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, �!ilt�C�v Stefani pencer Permit Technician encl xc: File No. D04 - 234 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431.3665 ��.+�.. oil ^: - t�•.. �i: J:., i;:. u. b. i ';:.,eitkaxd:uiln,r�w.a,:wkU6:a :'t�uw'3sci."ar�1 AAJf�'}.y35.rcic+twtY+� ,:.�uA - 4.«su^^.:w+ci+.' .Ji.+�s' L1:A � °.'' 6 Z Z �w Q 2 JU UO CO )o C0 LU J F �w W U. co) a =w Z �O Z �- w 25 U O— E-- wW LL O .. Z W U= O Z CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards Project Name: Doak Homes Lot B Parcel 073300 -0130 File #: D04 -234 Review #: 1 Date: 08.19.04 Reviewer: L. Jill Mosqueda, P.E. The City Of Tukwila Public Works Department (PW) has the following comments regarding your application for the above permit. Please contact me at 206.431.2449, if you have any questions. A. PW issues a Type C permit as part of the building permit. For the Type C permit, PW collects a base application and plan review fee when the application is submitted. The fee pays for two reviews and two inspections. Public Works charges for additional reviews and inspections. B. Unless you indicate you will apply for a separate Type C permit, all right -of -way work for all three lots will be part of D04 -232. The right of way work includes: (1) Water tap for Lot A, (2) Connection to existing water service stubs for Lots B & C, (3) Connection to storm drain system in S. 116th St., (4) Access curb cut. C. The City will not allow cuts in the pavement in S 116th St., which was paved less than three years ago. D. Tukwila provides the water service to this parcel. The Duwamish water service connection fee is $3975.44. Projects /D04 -235 Doak #1 1 i,. �..1. t � 1i.. c! wi: wal:un :icr- .;i.. +sr:tt. "•%uK+.h ::.. ..:a:= 1Gdt:���+:Y+.iLL'�S4'p,' • iirad+. • .ab�:�r`+1.4+cu i' •1;y+.da..ri: '...r w..�...r...u:w '..:+w. .wc+•+` ti.ti•.:+ aLh+f M41?.ivariri�:+ ' fw� 3ora.wu' iw.:iSr< z Z W oc � J0 00 C/)0 co W J = CQ LL w LLQ = �w z �o z �- w w U o C0 o� wW LL w z U= P z r ail 1908 July 6, 2004 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Darryl Doak Doak Homes, Inc. 1181226 1h Avenue SW Burien, WA 98146 RE: Letter of Incomplete Application # 1 Development Permit Application D04 -234 Doak Homes — Lot B Dear Darryl: This letter is to inform you that your application received at the City of Tukwila Permit Center on June 30, 2004, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Building Department: Bob Benedicto, at 206 431 -3675, if you have questions concerning the following: 1. Please provide a complete site plan showing property lines and set back dimensions to locate building on site. Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accented through the mail or by a messen.eer service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, /ltLtli Stefani PS pencer Permit Technician Enclosures File: Permit File No. D04 -234 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431.3670 • Fax. 206 -431 -3665 z i� '~ w �U UO M CO W W = E- W WO WQ U) d = W z F.. F— O z H W �j U� O� O E- WW U tL ~O .z W U O F- z PERMIT CDORD COP PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -234 DATE: 04 -18 -05 PROJECT NAME: DOAK HOMES — LOT B SITE ADDRESS: 3555 SOUTH 116 Original Plan Submittal _Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 fte before permit is issued DEPAR TMENTS: Buildi g ivn 0 Public Works r,.,... .n M51 wl, ,q,rq -off Fire Prevention M Structural ❑ Planning Division Q Permit Coordinator x DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete [V Incomplete ❑ Comments: DUE DATE: 04 -19 -05 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: APPROVALS 4 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 sllp.doc 2 -28.02 iiu,y :.�, i; »i4 /: a��^�" ' ' ' +�.'�7:+! tt' 'ia .9 `c„e:a.oAx,xrueaa; it ;r+�. .tri�Mw •' k dti�x 's�`itt' � tR�v iS;':�:;IS�:+. DATE: DUE DATE: 05 -17 -05 Not Approved (attach comments) ❑ z � z �W QQ JU 00 CO a W_ H CO W w �_j w? � =W z� t_ O z �- w 25 U0 co 0— 0 F- WW �P O .• z W u- O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -234 DATE: 10 -27 -04 PROJECT NAME: DOAK HOMES - LOT B SITE ADDRESS: 3555 SOUTH 116 STREET Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision #_after /before permit is issued DEPARTMENTS: Building isbn Fire Prevention 1:1 Planning Division Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -28 -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 7st ructural NG: Please Route Review Required REVIEWER'S INITIALS: ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11 -25 -04 Approved ❑ Approved with Conditions ['�J Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Documents /routing sllp.doc 2.28.02 . • e ..__.: lr'Hs...t. tr..w,�.. 'tS3',�, "`i- :ti`9.ii t ':+�'� z �z �w �U 00 0 CO Uj S2 LL w U? N = z 1— ZR 25 D U 0— 0H W W UO .- Z W U= O Z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -234 DATE: 09 -28 -04 PROJECT NAME: DOAK HOMES - LOT B SITE ADDRESS: 3555 SOUTH 116 STREET Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision #_after /before permit is issued DEPARTMENTS: Bull i g Division if 9 Public Works Fire Prevention ❑ Planning Division Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete l Incomplete ❑ Comments: n DUE DATE: 09 -30 -04 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO ING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: - 10-28-04 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only 4-4,(;t 4,t Z CORRECTION LETTER MAILED: /D Departments issued corrections: Bldg r Fire ❑ Ping ❑ PW ❑ Staff Initials: do PERMIT COORD COPY Dauments /routing sllp.doc 2 -28.02 z �z �w Q � JU U to J = !2w w U_Q UD =a �w z F_ F O z i-- W w U ON a F_ W F_F_ LO W z UN 0 F- z PERMIT 0(,", COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -234 DATE: 07 -15 -04 PROJECT NAME: DOAK HOMES - LOT B SITE ADDRESS: Original Plan Submittal 116 STREET Response to Incomplete Letter # 1 Response to Correction Letter # Revision # afters permit is issued DEPARTMENTS: A1rt7� Building ivision [� Public Works Fire Prevention I4�( Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS ROU NG: Please Route Z Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: ❑ Approved with Conditions ❑ APPROVALS OR CORRECTIONS Approved Notation: -7,?)-10c4 Planning Division ❑� Permit Coordinator DUE DATE: 07 -20 -04 Not Applicable ❑ DATE: REVIEWER'S INITIALS: DATE: Permit Center Use only CORRECTION LETTER MAILED: -2 " Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW 4y Staff Initials: DUE DATE: 08 -17 -04 Not Approved (attach comments) D D 28-02 s /routingsllp.da PERM !n C 2 - OORD COPY 28.02 z �z �W JU 00 Cl) co W W_ H �LL WO LLQ 0 = �W z X 1-0 z F- W W U ON 0 H WW 1— L O z W U= O z PERMIT COORD COP1 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -234 DATE: 06 -30 -04 PROJECT NAME: Doak Homes — Lot B SITE ADDRESS: 1 � • 1140 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # _Revision #�after/before permit is issued DEPARTMENTS: Building D vision & I + ?irePrevention © Planning Division Public Works In Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 07 -01 -04 Complete ❑ Incomplete Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: l '� 'D� LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Sa< TUES /THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing sllp.doc 2.28.02 PERMIT COORD COPY n.:�; ice: -� ,< �,;, •�+:n:x'w:.,ra::.�:tsd:w:.�t ..., u•« sa ;z �4,aFl 'kEwY.t�:' DUE DATE: 07 -29 -04 Not Approved (attach comments) ❑ z ~ w JU UO N co W J = I-- �w wo UQ CO = �w �o z�_ W w U CD_ o H_ ww U_ O W z U= O F-- z PROJECT NAME: PERK _" NO•, Site Address: Original Issue Date: 2 Ub - Y REVISION LOG Revision No. I Date Received i Staff i Date Staff Initials Issued Initials Summary of Revision: Summary of Revision: -/ Received By: J Y (please - prinU Revision No. I Date ! Staif Received 1 Initials I Date Issued I Staff Initials Summary of Revision: Received By: " (please print Revision Date Staff Date Staff No. I Received I Initials i Issued I Initials Summary or Revision: Received By: (please print) (please pant) Revision No. Date I Received Staff I Initials Date Staff I Issued Initials Summary of Revision: Received By: %P C'23= P.... ; )q; i f z w oc � D JU UO N 0 CO w C0 LL WO L? � =W z� F— O z F— U ON 0 F— WW H� �z ui U- O z City of Tukwila o? Department of Community Development 6300 Southcenter Boulevard, Suite #100 JZ Tukwila, Washington 98188 / Phone: 206431 -3670 * 1906 8 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: &I;L—z� - o 5 Plan Check/Permit Number: ❑ 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: 1 Project Address: :� �.� S ,5', //� /`7 S Contact Person: 1 �,�, Phone Number: 20,5 - Summary of Revision: SAP rYPcG 1214474 C� ,4 c9 1 � 4 5"e S1 ii2< 1190 1VED C11Y OF TUKWILA 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 Qplications ones- applications on lmeVevision submittal Created: 8- 13.2004 Revised: ua; M:. Diu G4�i'ii.4 4-`.i2 �F :^d+ , 1ffi�.Y' 'L 'i' ) 4 f shL "i�;t�.st+ %wi++t� • ,.1'�P^'� tnW:id b. .. z �Z �w JU UO Cl) 0 J = F LL w LLQ �D = �. w z F— O z F— w Uj U ON o�- w �O w z U= P z 1- City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 Web site: htW:Mvtivw.ci.tuk vila.iva.its REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Oer 7- 0 y Plan Check/Permit Number D04 -234 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name Doak Homes — Lot B Project Address 3555 South 116 Street Contact Person Darryl Doak . S Phone Number: Summary of Revision: S' r`° le / e ff��^ 4:�L- , _ 372- 22- go'v i RECEIVED riTY C1F - ri WWI' OCT 2 7 2004 Sheet Number(s): "Cloud" or highlight all areas of revision including (late of Kevision Received at the City of Tukwila Permit Center by: _ Entered in Permits Plus on pp icauons forms - applications on line •evision submittal Created: 8 -13 -2004 Revised: z = F tF' w �U U O N NW �� CO U- w LL nn D = F _ w Z F=.. t- 0 z E- w w U� O� w F- 0 ui Z co O F-- z 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.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: q-a 9 _ cJ Y Plan Check/Permit Number D04 -234 ■ /1 ■ ■ Response to Incomplete Letter # Response to Correction Letter # 1 Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner `��n- R FCEi� na r�i wig v Sep 8 eo o' � R Project Name Doak Homes — Lot B Project Address: -SJJJ JOutn 110 Jtreet 0 fir $a e dos ayo'- CO 5 6 Contact Person Darryl Doak,Sk , Phone Number: ee19"2c ? 7z —.z!2 g Summary of Revision: ./ 0 f - 9 off, 3.2 i.o / a�0[� P//` / �( GJC�r k )'r0� �o�S C C. N o c r•'f5 iN S 11 ee f r/��, �ti�w Al-nee v pef,".;c e lUt b ' 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 S.l�S pplications forms- applications on line evision submittal Created: 8 -13 -2004 Revised: z F-' z W �U 00 CO (D LLJ �LL w LLQ �D = a �w Z F- I— O z F— w �5 U� o �- Ww H� LL ui U= O z .,w t. =s.ia. .:r...'�:.:..�rt ". • v<x.y.�,:.`.t:a.. s.rwnar:..i.a.:r:a_ .u;5 :.«i- .r:,::rava•.:a.E .w.:tiirr�aiwaw'z.Y r:xo-:sr.;:G:C " ;,L' p da •u ait?wdi i3}iiNlsdal+�'t.i�ti'+4niT'jst. F 1;; frir`' u r't't�.'3�+4 ` a �r City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 REVISION. SUBMITTAL Revision submittals must be submitted its person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: �Y ( J 5 Q Plan Check/Permit Number: ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after/before Permit is Issued D04 -234 ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name Doak Homes -Lot B Project Address: Contact Person Darryl Doak Phone Number Summary of Revision: Sl "W 94OA2LA�_a^9R,Pre6 z �r r'�T�,R r; VED ftq 4 DUI rh �'�NTgR Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: -S Entered in Sierra on Z'/ � -62 07/06/0 z '~ w D 00 N CO W J = H CO L w 2� 9-1 UL (0d =w t- _ z� I- O z F- w w U� ON a I- wW UO z w 0 O z Look Up a Contractor, Electrir4an or Plumber License Detail Pagel of Topic Index J Contact Info H ome orne Safety Claims Et Insurance Workplace Rights Trades Et Licensing Find a Law or Rule Get a Form or Publication Look Up a Contractor, Electrician or Plumber ,General/Specialty Contractor business registered as a construction contractor with LEH to perform construction work within the scope !of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. . License Information License DOAKHI*092NZ Licensee Name DOAK HOMES INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601329337 Verify Contractor Premium Status Ind. Ins. Accou d 58243002 Business Type CORPORATION Address 1 11812 26TH AVE SW Address 2 City SEATTLE County KING State WA Zip 98146 Phone 2062466587 Status ACTIVE Specialty I GENERAL Specialty 2 UNUSED Effective Date 8/9/1991 Expiration Date 8/8/2005 Suspend Date Separation Date Parent Company Previous License DOAKH*'10605 Next License Associated License Business Owner Information Name Role Effective Date z Z D JU 0 0 CO 0 W W LL WO L us D CY Ul 0 W �- LLI LLj 2 5 D a L) co 0 uJ U J tL L) 0 z co 0 z https://fortress.wa.gov/lni/bbip/detail.aspx?License=DOAKHI*092NZ 12/09/2004 I —r-pr• CRANE CESInN, In Re .oerve s All L & gm i Rigl,l g 'I (? I ( 11 0 1A I Oil P116 51 k•r1 I e7 CrIm1���1 X i 1 1 f • ov of Tub& ., _ BUn.DpIG je��o T cv-) C� . ,_..• Lo 00^ 4N I y RECEIVED r`t T � - (�F TI ) KWI1 A JUN 3 0 2004 l_L.1 PERMI CEN rep c .. , _ DRAWN- or' _•rte ._.. -- �,,•• - ..- � N UMBER . r 0402 • -rlo� To �co��etr Yo Reorcdier Pla ks! 1 *dZ -36 COPYRIGHT ® 2002 CRANE DES QN' '•CONTRACTOR NOTE: All Dlmemione Shall .• a Cl`WCkred Atid verlrie f r ' ...rr. +._..•. - - _...-. w... f.+.. wr..... �._. r.+. �ww. r _w- .ww__w+_w.....«.._�..+.._+ ._. w._r �_+___+ +.�•_.+.+•�.r__. _.•�_.r• �••w_•. r__.. --�. ..__- ._._._..�+_.w.r .r.•_.��•r_ a..�..._�.._+.w +r�ar..���..r.. r+....•.. rw. wr.. r. w�.__• wr}.. �r_..�...r.+._•ty.rr.��.r._.�i. �... _..••.CMS «rrr�.!_w- •r..r�..•_. .r••r.�.•f•- _�..+�r� rte+ r..� +� +.- rww•••r_ -.•. .•.r.rww.r.r�+...r�r.r..... . �. w•rr.�r..r� _.r.....rr��. .......` •'j_'�"y�••- • .y.. . , . _. • (,... -. r•�r .. .� �i1:. •1• .. .• '.' _ •i1� . . '. - . .: '�.' . -.' "- i y ... �. .-',. _. +..- . :r• .n• �... -... . -_ . r I•+ �� ... •_ _._. ._� -• .. V••r . ., .. - '•R"• w:+ -f•- _ . «.- ._ - . .7._- * , r ,. •..� __.. .- _.. ,r- •.•!..- ....__._. - •.• -•. _ - _ _ _ . .. . •. . t. - r • '1!.•..II• • `�+•. .++• .. I f. yy n. •�. -• n ' .•i `M r.�.!�••►.►�.e•li.�! ... ..•l.w� �r//�_.�•f� r . I� +, . a •.... ._ .,� ... "h Ii•• L Tr'^► ii••'�"I••'M'� ftM'�'► ��1i , •�.�� �► 7 1 /42 55 NO R M INKs•9 SET FcRtP c O mis alkEt cv SUILc K PLANS AS INS T RILSIE14 T S OF SERVICE, ARE AND s AMAIN THE FROPERTY CF C RAM DESIGN, INC. 1 14F Ft" ARE C,OPYRIGMTED MATERIAL Ate NFIP USE is L111TED TO TH CCNS CIF ONE RAW ' S TURD UAT1414 ONE Y EAR of 14ASE MY THE ; F��NL4gER ONLY FOR A SoMcc: IG ILhM SITE. fi c�F USE OF SAID WILD PL.ANS is ANY USE I'� tt�t �N 8 CL P120NIElI � un �I�ll � . YIIoLAto� WILL !d116SICN OF CR ��NE C� Cam. w 15E PROSECUTED I -I FWSRAL COgM 1"OR COPYRIGN r INFRtN TQt r1EN wIL1. Pi4't Al. L An } '�' CoUa T O f T*ww VIOLA COS TS. WIRITI EN DIMENSIONS ON' NE VP,4L 1G9 I 3. 914ALL 14AvE PRE RPE14CE O R WA D Dt1E`Ng CN CONTRACTOR $WALL CHECK AY RN:sy ALL VNIENSICN5 AW CCMITICKS PERTAINING TO T14E , P"v,jt:CT r-rgwm TQ I -mx_ Em I� ►NGi TO THE GCNatI�ICt I�1 Il FNASE. CRANE DESIGN INC. MUST BE No t IFIED Cr- AN-7, YARIAT ION FRC"M T W! C IMENSIONS A MOP =WITICN5 SW OOLIN cN t►aESE DDS. At-IT S-: YARIATIGN VALL 13E FES0LVF.V BY CRANF INC. PRIOR TO 1= 'P.OICEECD I U)I W THE WOW, OR 114E CONTRACTOR SHALL, ACCE_ rT FULL FM9►PC'Ng F(74 ? COST TO REGtIr -*r SAI-F. IN tWIF E VEN T ANY LI 1S "POSED CAN CRANE DE SIGN, INC.. C VR LIABILITY To 'T cU op ,Mir rt4IM'3 PART VALL• 1`10 * EXwE THE •FRICE PAID FOR CRANE DESIGN'S PRODUCT. I APR • 61 • •• _• 7 - ,@ 7#7, . .. �. • • .. .�J — - v 1• � N • • . •••�•.....•.•_f.. ._...w+l� •.•.wr....•• • • • .. • .... • •.w••w... 0.0 M w_•�.r�.w ..�� or. . .. • 5 `� •�• • M M•�• ••��.•. •�-•' •• mow••.• •. • ... • __._.___•- .....w_- _r •.� •�.�.�1. �•_ �� . d � ` 1 0 t �.. > r r REVIEWE 4 <t • r 1 C CAD COM PLI NCE ...__ --- _ - - - -. -- •- ..___.� -- -.. _. _. __._.�. . _ . _ 1l-10LJ%St.= f4LJHE3P.R CDR. A D D RE 5 6 TO t5 1 E L) t,4 I A FL. A 6 1 NOV 2- 3 2004 3 t=ROH - IRV ,. r dM bs 08 0 E� R E E T H*r I iAc:s STR *(..,.TU' of �. .._'..__.__.._...._.._......_...__.._....•............... ...___........_.......w...._.r_ s yaw . - &n PI Of Tukwila v w*ftw fmL P md � nom!► BuT 1 •... � � r C, 7.0 ieo WIND EXPOSURE e NG,%r: } tt �"CT►.•••wwH .•w++w...w+w_ _' -• • - •r,Iri - .��•�__+- __Mrrs�w�.•.... FR3 . r �t F —. G 1 Y• r. • s ' • • 1 i • i • NOTE: • . ; .1 e%- c ki CRANE mps1GN, �,; y PeecrvG All Lega R h! a 1.0 MA t PW I Orl 1111e 6uhjopc! lo C.rinrinA I r Ior, T SE LEUEND • NOLDOM FER SCNFipULE SNEARUTALL PER SC,14EDULP �A�3_ • ANcNOR BOLT PER SCWEDULE C�� • STRUCTURAL DETAILS PER TSE SNEET( S) • :> � • CONTRACTOR t0 CN • • -- CIS ,ANC) vE RIFF SOIL AND ANCWOR MOLT U AS�-I�RS SMALL SL OPE COND ITIONS •� ISE 2 @4 x316 •. ' PR'OR TO CONSTRUcTlot s CRANE DESIGN SW � ANCNoR &xTe sw44LL. ix amv. -> r �4L.L �� NOtII~IEC� O� AN1' .. . • i�• MI 6 11 401 - 1 1 � b .� .. � •�CN�►NC�E DU P. 'fi0 CON � t ' � N. Aesv. DOL. OR � � . N i� ONS ON SITE 11 , r �, M DOILLS FOR t�lABNLRS f�.t�l. ALL INTERIOR poetb * CR�14. • • b r to o I • i iSIOACE SMALL WAvK 1006IMS r / b • TOP a BOTTOM C ?ION. o `� ►' � � o ALL PWTINGS • PERMTEf 2 I .T- o ;, . 1 POUNVAtION SHALL BE ISACWPI ; • UN.O. : N . CRAWL SPACE t0 NAVLE 181A2 d ` * 1 ��j 1 • , 0 CRAWL SPAC9 4 CoNCRg tF S Aves • � � � � r • 13ASEMENt to NAVE b MIL. SL,�ZK ' M V o l y I � 'vISGWEEN y APOR BARRIER. 14 z ` I L I u L4 • ENJ lLDISRicoNtRACtoIR to 14' RIF1 F M • - • . �UIRN. A DOC* KN OCKOUTS PR roc r I? c TO c "TIN uCT ION. F „ ANY POUNDAVON OPENINGS It so PROM ANY NoL'.> . Aux�. I s I �. lZ• O yam •, - , C `- - - _ . _ _ __ , �, : MMi. CLLEAMAkC8 Ppeori aolL 1'0 ~ g • '� ; : ,J016T TO 09 IV; Iz FAR BEAM. It do Vm sp c� Fz- .• .: I . . Owls 47 j, po 1414 0 • , ► , c) -x C-3s • is� • :• • � - � .. • _ r . • .• o—w . ww. «+�� err• r �r.rr�1� +w��r • _. • .� „' . 1 .. a. All I C) .' ._ . .. •. , � •� :, r I .. .. t� .� 'fir/ �+ #- eol - -IF S ri LL- _ - .. .,L.. - .• _ , � •.�+ F ZPI R EVIEINEQ F J. .4 E CO f °' ,..�.. (U r7l N �4 9 F�k c NO t oo V � p . Prry L F-3 j, .. _ Of 7 u 174 . � ..._.� � ...... _ _ . �. _ �- LDING DIVIS1,,,,�. -. .�• . • low* ' • 71 a•r+. -rw �.rw� �•.� -•w�•- .�.. _. , '• w..i� 1N/,,.A.. •w. 1� + 4 • 1y. , 41 f:t ro p n,"En of OBI Tj cid -vq e, 4 L Li r�: Kwj, A' 06 4ot P-,-� r f P-1 J U'y 3 0 2&u s J . I w'� '�- t -i v'! �•- t - P RM 1 T CENT tgo c� • ER 141 4. Af A is , r y ' - .: I i 1 r � ' 1 x& SCREENED FOUNDAT r • 1 / •' .S + ' M : 5 0 SHEET ---- O 2 Ui ., ? pT •� 4 '� • .2 . i+, ,. NOTE: _ :' • z �• � . VE NTS REQU1 7 P N 4 • FZEFE R TO SHEET 6-3A FOR ' • RE NUMBERED REFERNCE. PROVIOE C' i � ' . . (p x6 VENTS � ��u�ER. 1 COWRAC1 OR NOTE • All DimensIons Sh a ll 5e CI ieckecl Arid ver IrIcd Prior To Co n st r Uct Ior . rb Resorcler Plans 1(811*42 -3615 • • CQ1m1'R;GH 10 2QU2 ORAN IDP 1hc Amok r �. 1 mp CRANE DESIGN, Inc. Reserves All Legal Rights To Material On This Sheet Subject To CrImInal Prooecutlon U\1940 AREA wm� NOTE: � �, , GE ERAL NOTES MAH rLOOR. �FER TO SWEET 8-3'A FOR NUMBE C> �' , .. = o tirr-5p N- 00p 1 AL Apart* To ols$ � � , �.: LOWPR r-L 0.0P! OX& TV 4x1V PFn (2x4 6 �� t p, ' �S b N ALLEXT1111VOR I AA V WALL IUD WALL a WAR" ' �` • 1 !244;X 10FT WALN TO .158 24 61UDG. 04.0.) � � '' d � v 4 G A RA6 E : CHECk A�Nv ALL V"NSlot-* • '' ' • � o �c�NStl�IcttoN, � `� > �' 9 9 ►• ' sE�, �N�ate s -1 t�a�Kxk3�� � -.� . ti �•� •�; • dq T ANO 141AILING Gur LN Re GPOU V0 TO Off ro As mcwt. my ."00g, ONO ALL sOL'1*8 Huls P'.mXTL; 1: U r. U9 U Waft- p .1/4 11 , I , � L C Amove o : mUsr NU i tua. 0 CC 7 '47 1 +0 (9 Kit to Wko* a e �& P sp 0 tiAx. STLMFJ UJI1 0 now- 5cl U • PER10 LA�- f4d feem 60C. C, t . C cr oust .4. WAW* AND 00 H IL tic C PIROVOE FIRE f! i'OPO • -it ALL r o r E*; N I 4,e2 Or. y o*'OAO,^� P ry � Lid 000 t:v i�`Ut SIM. 108.2. Ul.; LC • V 1 o� 0 h . 11 • ALL womiq IWIC. IRV swam- i,7 • 1 , SL to rNG • • I" � TOoPPO OVt,, IP I 2 1 .O l3a SoAperi- FthfP I t::;R!l? 11 WASH PRCMVE dpx 1110iS T OR *1 wNc. CURB TO PROI UCT 00t WATER 1:44- 1 I Z, V -12 WRATM 4 PUFa-Ls In -, H. . 9e `� _ 48" MIN, LAP spLics vaL. TOP .1 N�r'�LL I � �� �� _ I � �1''�,Ll.,. ��� . �L� � L.4 T ago= 4$f -mum T CAL wTLrT A 4 • LIGHT AYOUT BY R f An 4P le* AF CV A Fuyl- D 2L ir A MiLy 4 �a i tz. - TF - i.40-0 - k 1;0S +�T1C> � f 1'"hl � -- t SMOKE D5TECTOR I 5m0KZ'VF.TECTO`" TO BE MTALI IN ALL -GLEEPNO O ROaIS AT A POINT CENTRALLY LOCATED * iN A PALL OR APE 10% 4- RV OING ACCESS TO A SLEEPING ROOM, AL01`46VI7P, DETECTORS CENTRALLY LOCA-MO ON ALL r-Looft, HOT (lIiRm 4 1N7ERC-:,0.;)I`-4NEdTEV• UJ/ BA IIERY SA�k-up 4-. Ll..- .. i r, A Hit- H SE. LEOE D'� i\1 it... 000- 1 1 IIQ C�w WOLbOM'' 8CN EDU C9 LE I > zm!: 3 oo X Ah SWEAFRWALL E'ER SCHEDUL E A ANC I 15 eckwULe- • :Z:Ln ST 17-1 FaXTUR.AL r,>r=TA Ls' *ER fiSE L sHar=T(8) - f -... <U OMNI=* L4,1 I LA r 5 � C) e,: !w, <77 F ?ECEIVED rtry rIJKW11 ✓, A Q _ 4 JUN _ ✓ _�� _ _... 3 0 2W4 IL - PERMIT ' r f 1 I� - .. rr.ir.r •ww • -.•n.w w.•-• ,•r M�••• • 1< E2 C ENT E R • M DRAWN: • Of NI A i rLQ 0 1 LAN /4' NUMBER: •CONTRACTOR NOTE.. All Dimenalo 5hall Be Checked And Verified Prior To Construction. 0402 To Reorder Plans I(811)&42-3&1E--p (Am Ca N In t: S I 1_`%-__4xrQ­ .41 ..'41. I'( all W 61 MW A. er­. A - 1-Irp Vw W . I 9. CRANE pE_916N, Inc. Reserves All Legal Rights To MA te ria l On This met - Subject To Criminal Prosecution 1' •� f NOTES: I 3 � • I. ALL FLOOR J010T TO LdE oL 0 t J t E i kE UN Lr=6S Notrmb OTl- u18 2. SOLID BLOCKING NOT TO EXCEE �� 10 - O' O.C. o V- �' • 0 C x .r? t ✓_ -.a -.0 -.I .A• ✓ YA �`rJi 1*t:5� erzo w I e s (0 3. ALL BEAMS ABOVE � • E PLATE TO HAVE MFG. MTL.. WANGERS. • r �, g; e ` +"' �,�� ( L4o t%4, 0.;) ( i i 1 ri i LUM e1w. • i 1 ' i 1 i i jig T.SE L� LE GEt4D > vv .•. r N 0L woLooli1 PeR ecmEtaUl9 4v p . • SHEARWALL PER SCNEDUL E • ' • . A5_••:• , ANCHOR 15OLT h"''ER . i v SCWEVUL E •� ar sTt DETAILS ; .�o►x1 C�? H'EI'R 'tap. g "EEt(s) fir J 1 r • • • • • + • J • ' • 1 • '• ` � • • fir. � s f -� I Cn oil s ..c i • - j i t • ' .i 1 ....L, X CIO ' " IMF=" � REVIEWE:� • ' y FOR _ $--wpm# • LCD , CODE C0114: C APPDiov NOV 21 2004 ! cz E... • .; i . Ca it .�.._ -�- City Of 7Uk ° �V Ev� BUILDING . r....... ... • . •• ..t.. ,.. 1 KWri A .; . � J UN 3 0 2004 DRAWN: • � i is I I � SHEET . 4 7 • . , ' ' ,� PLAN NUMBER: 110402 `. •C0NTRACT0R NO I E : A11 Dimenetons Shall Fie Chedced And ver ified Prior To Con struction. To Reorder Plans I1811*42 - 30"15 • �C>i'-'•Y•f�ic:�l�i� - 2 A DESIGN, Inc. r r.. ..w..Ytw".. "Iv-A'• .:.• • Yf'. .•3w.: aJ�'I'... .•., .f•' .. - -' ♦ ., s. . .. r ►. . 'x .. .r • .l'. w.t .t' .... ....... . ... ....... .n..•.._ .� - �A.•w:�..1.+��• - - -'' -- -- - - -- r •ur�.c� _.�r..�.. �..:.a.rw..,. ..*_.,r- -".."'. - -- - -- ,,e _ - y'�.►� " 1 I 1 - i i i 1 ri i LUM e1w. • i 1 ' i 1 i i jig T.SE L� LE GEt4D > vv .•. r N 0L woLooli1 PeR ecmEtaUl9 4v p . • SHEARWALL PER SCNEDUL E • ' • . A5_••:• , ANCHOR 15OLT h"''ER . i v SCWEVUL E •� ar sTt DETAILS ; .�o►x1 C�? H'EI'R 'tap. g "EEt(s) fir J 1 r • • • • • + • J • ' • 1 • '• ` � • • fir. � s f -� I Cn oil s ..c i • - j i t • ' .i 1 ....L, X CIO ' " IMF=" � REVIEWE:� • ' y FOR _ $--wpm# • LCD , CODE C0114: C APPDiov NOV 21 2004 ! cz E... • .; i . Ca it .�.._ -�- City Of 7Uk ° �V Ev� BUILDING . r....... ... • . •• ..t.. ,.. 1 KWri A .; . � J UN 3 0 2004 DRAWN: • � i is I I � SHEET . 4 7 • . , ' ' ,� PLAN NUMBER: 110402 `. •C0NTRACT0R NO I E : A11 Dimenetons Shall Fie Chedced And ver ified Prior To Con struction. To Reorder Plans I1811*42 - 30"15 • �C>i'-'•Y•f�ic:�l�i� - 2 A DESIGN, Inc. r r.. ..w..Ytw".. "Iv-A'• .:.• • Yf'. .•3w.: aJ�'I'... .•., .f•' .. - -' ♦ ., s. . .. r ►. . 'x .. .r • .l'. w.t .t' .... ....... . ... ....... .n..•.._ .� - �A.•w:�..1.+��• - - -'' -- -- - - -- r •ur�.c� _.�r..�.. �..:.a.rw..,. ..*_.,r- -".."'. - -- - -- ,,e _ - y'�.►� " 1 I 1 - CRANE r"F5161 ", Inc. Popa All Lte_ m1 fr'(g1ij4 In 1 IA1 Oil jE ili► 51vasmol (.0111110i rrnaP�t�!I�r� I it 0 v 1� r✓ I UPPEn'', LOOh-P N--i #CONfRAC:tOR NOIE- All DI►nenslone SFiall Be checked And Verlfled f'rlor 10 Construction. _ to Reorder Plans 1t811J1642 -3675 • j • , w I = •= C'''am N �� cp EL.EctRICAL OUT ET L •, '�� c.. hE cry IcQ >1 )AN p NG L co { * ■!( _ ■L ■ - �.,. J D LICi TI Ay 'T .... C: .4� 1 > f t TSE LEGEND LOOR 'C.IE PAR iCj4EDULk SUJ, • BNEARIUAI.L PER 6CHEDULE AB a ANCNOR DOLT PER BCHEpULE C�­­I • 87RUC7URAL. DETAILS PER t8L 8NEE7(8) I GENERAL NOTES > > ' ALL WEAcRRS TO aFs � 9 � ixS OM ( 2x6 STUD WALLS) (U Ad. � ? p L h Iq x10 DFI'2 12x4 . STUD WALLS t'U1�L0.) 3 b t • N L ExTeR101R ! "RaCsE WAS b i i '' LLs TO b � E 2x6 STUDS, W4,to , r CONTRACt OR SNd1.L CWEG1C ANL7 ' 214UF ' ALL DIMENVONS PRIoR 5 t ��S N > • TO CONSTFKJCTI ~ +• oN. SSE SNEETB 8• tNRsO 3 - •� FOR C^N" . ., S TRUcT I ON AND NAI SPECIFICATIONS. a d CO u� j 6UTTERS 4 0004 6POUTS TO PROvIDED As REr2. By cove ALL rooL T .� • I'•�tt 6 t 1ExrENa 3, •t � � � „ c W. 0 � ► • MIN. A$0*,�: � �VaL oFC S INGL ,;� _ a d MD sILL�► . ".=•',':, I�I� °1 -�EIQs ,dNl� NUTS H v ► � a �, u t 1 - �' ; I 0 FC f EFtic �: DOOR'S TO ,kAvE $' - . -`IAX STEP J N ITN HIR 36' O s: CEP LANDING P*ER gEC. b 1 1 . ' �• 3.3 IX,- '.I VA �. � • CONCEALED R,.Apt OPEI�lINCsg ►- 8 1 CO " u v E'ER SEC. ivej Umz. ALL SWOWER r--N . Cl.OgllRE DR TO OPIF34 OUT ! = 1 40T -SL ICS IWs, TO BE sAmTv' OL.Ass. •;� "WVID E &x POST OR i6 CONC. CURB. TO PROTECT NOT WATER NEATER k 0rim cE IRoH vLNIcLk . ' 491 MIN. LAP SPL ICE • r.>BL. TOP MATE SECTION 2320.11.2. t f V ' ��• Pat rM r i • • 1 .,�, co , i Nino a DETECTOR af'1010E DETECTORS TO BE M5TALI.ED IN ALL 3LEEPNCs ROOMS t ,4T A POINT cErtrjRaLLY Loc.4rED M a WALL oR A�W ' PROVIDING ACCESS TO A SLEEPING RDOM .4LONCs WITI -1 DETECTOR$ CQdTRALLT LOC,c1'TED ON ALL F= OORS, I;pT WIRED t INTERCONdEGTED W/ BA'fTeRY BACK-UP r�wry • L • • j • , w I = •= C'''am N �� cp EL.EctRICAL OUT ET L •, '�� c.. hE cry IcQ >1 )AN p NG L co { * ■!( _ ■L ■ - �.,. J D LICi TI Ay 'T .... C: .4� 1 > f t TSE LEGEND LOOR 'C.IE PAR iCj4EDULk SUJ, • BNEARIUAI.L PER 6CHEDULE AB a ANCNOR DOLT PER BCHEpULE C�­­I • 87RUC7URAL. DETAILS PER t8L 8NEE7(8) I GENERAL NOTES > > ' ALL WEAcRRS TO aFs � 9 � ixS OM ( 2x6 STUD WALLS) (U Ad. � ? p L h Iq x10 DFI'2 12x4 . STUD WALLS t'U1�L0.) 3 b t • N L ExTeR101R ! "RaCsE WAS b i i '' LLs TO b � E 2x6 STUDS, W4,to , r CONTRACt OR SNd1.L CWEG1C ANL7 ' 214UF ' ALL DIMENVONS PRIoR 5 t ��S N > • TO CONSTFKJCTI ~ +• oN. SSE SNEETB 8• tNRsO 3 - •� FOR C^N" . ., S TRUcT I ON AND NAI SPECIFICATIONS. a d CO u� j 6UTTERS 4 0004 6POUTS TO PROvIDED As REr2. By cove ALL rooL T .� • I'•�tt 6 t 1ExrENa 3, •t � � � „ c W. 0 � ► • MIN. A$0*,�: � �VaL oFC S INGL ,;� _ a d MD sILL�► . ".=•',':, I�I� °1 -�EIQs ,dNl� NUTS H v ► � a �, u t 1 - �' ; I 0 FC f EFtic �: DOOR'S TO ,kAvE $' - . -`IAX STEP J N ITN HIR 36' O s: CEP LANDING P*ER gEC. b 1 1 . ' �• 3.3 IX,- '.I VA �. � • CONCEALED R,.Apt OPEI�lINCsg ►- 8 1 CO " u v E'ER SEC. ivej Umz. ALL SWOWER r--N . Cl.OgllRE DR TO OPIF34 OUT ! = 1 40T -SL ICS IWs, TO BE sAmTv' OL.Ass. •;� "WVID E &x POST OR i6 CONC. CURB. TO PROTECT NOT WATER NEATER k 0rim cE IRoH vLNIcLk . ' 491 MIN. LAP SPL ICE • r.>BL. TOP MATE SECTION 2320.11.2. t f V ' ��• Pat rM r i • • 1 .,�, co , i Nino a DETECTOR af'1010E DETECTORS TO BE M5TALI.ED IN ALL 3LEEPNCs ROOMS t ,4T A POINT cErtrjRaLLY Loc.4rED M a WALL oR A�W ' PROVIDING ACCESS TO A SLEEPING RDOM .4LONCs WITI -1 DETECTOR$ CQdTRALLT LOC,c1'TED ON ALL F= OORS, I;pT WIRED t INTERCONdEGTED W/ BA'fTeRY BACK-UP r�wry • u� CA r, V ' ��• Pat rM r i • • 1 .,�, co , i Nino a DETECTOR af'1010E DETECTORS TO BE M5TALI.ED IN ALL 3LEEPNCs ROOMS t ,4T A POINT cErtrjRaLLY Loc.4rED M a WALL oR A�W ' PROVIDING ACCESS TO A SLEEPING RDOM .4LONCs WITI -1 DETECTOR$ CQdTRALLT LOC,c1'TED ON ALL F= OORS, I;pT WIRED t INTERCONdEGTED W/ BA'fTeRY BACK-UP DUO JUN Q• 2Q N0 T 5-: . ,�.. •1J1.1� f. b; ';� REVIEWED FOR ' CODE COMPUANCE A ' . • A. . , DRAWN.- NOY 2 3 2004 J City Of Tukwila i BUILDING DIMION 7 -�. PLAN NUMBER- 11 2002 �URAW: 11DE3iG14 , L . . i r • iti .. .4 • $ww %4NW =1qQ6.0 I W%,OWrs Furs A"IM ' ? -pASsA E TYP}CAL. r�wry • u� CA r, f DUO JUN Q• 2Q N0 T 5-: . ,�.. •1J1.1� f. b; ';� REVIEWED FOR ' CODE COMPUANCE A ' . • A. . , DRAWN.- NOY 2 3 2004 J City Of Tukwila i BUILDING DIMION 7 -�. PLAN NUMBER- 11 2002 �URAW: 11DE3iG14 , L . . i r • iti .. .4 • $ww %4NW =1qQ6.0 I W%,OWrs Furs A"IM ' ? -pASsA E TYP}CAL. w • • w . 1 t t r CFPANE DESIGN, Inc. Reserves All Legal Rights To tlaterlal On 11 Sheet, - Subject 'lo Criminal r''roeecutlon REVIEW FOR PUANCE LADE COM 40 *ra,P. n pDPRAVi� I -i �- Z, NOV 2 3 2004 oe Cit Of TU Its K M SION f , ou L • • T •�.�.w.•+w.+r.- •+�+•._w .r..w.�r M•.M•1w!_ .+.�Y..... rw• w_wr..w .i+.w.. .. r...._�w.A.�•w.www••f•�r�M1. •.IN , j � f .�...�••arr.ra� •r�low,•ar�r. ww— ••aw�a�rr"�•. +M+r�►•7w f��•w.�.•'M�r+ �.• e - r yr j a o �po;z �- �I 3 A •CONTRAC TOR NOTE! All P imens f ons Shall De Checked And verified Prior To Construction. _ MF&1 �}- Q. �. m _P_ - t . ,...W p I .. ...�., ••- qu..•.. �• 'I• , f *. �. / L� � xlr .; w... • f•. a'. V. • !`R • T i' I :•f.: Y•-/4 yT 1 �.•l; ..H, 1, . �1 , r %a'!. •• �.• .. •.i ;.. .. y y�..,: w. I i 9L - ' SOAL L AVI! 0 I0H m t,41 L s 1 k A o • � � �wi$�'Gt •s '' --'-' o N N L � 0 !;E ♦' ALLk o) J16 PwAop ms •1 13P. &O tte • >_ Ct : tt OR 19p-r4-fkpmq d144. > °u_ IL .` O >•6 o . ' � 1 .c r �oti •ib� �c��N�n t�Lo�ki� oti�� ^'�' �' ` � -� . �� T• -. aHADF -b A IWAs aHR A - M - P. w wti L o r- i. OvLf� o o o � at NU U MATER1#1L.I. r-ASCtAl u Ror.� N���s: � • � .. . 4 kcrE ep C Y i r "T i ts i s: •Y. i :S f `f ? ti w, • k • i; , .k. f !:R)�,�.. ;! .'' :tf�?.� ^=ty { <! ;.. y;.q•:e•'�' ::.,it2 F 0; 3 s •r:.:, , Est oft •' rr.r • . >� ' A0 wi J� • .. ... _•. w _ . .. r •I I.• . • L• To R eorclw Plato 1(811 -3615 K loop -. ....O. • 1 � 1•w• ♦ --Awes -••• • •� • w j "• -• —+�-- i �W•� 104w M.�• N S J p RU rua .5 OTE5 - . • ..a" WPM W_ •"ems- ' • I �- ++/ �1 �' • �A ' O - j - F12 • * u <•� It 01 6 1 ,,.../ •-• -, \ i d o l- ••{' 1111 L L +JCS 1' !ss P I P L O Al ♦ Y E PW O �' _ , . o P + 5 .>., W1 1140d r lv l ulLc�;Nc3 a � •... 8 L A ,A 11 8 E � • r/•ryanF T�V E� 11 KWt 1 A Jt�� • X42 0 04 PERMIT CENTE COP7RKaNiO 2002 CRANE DESIGN Inc. DRAWN. SHEET . 6 OF 7 NUMBER: •1 10402 . [Z ;> r Lo C-1i 3' ••a pDPRAVi� I -i �- Z, NOV 2 3 2004 oe Cit Of TU Its K M SION f , ou L • • T •�.�.w.•+w.+r.- •+�+•._w .r..w.�r M•.M•1w!_ .+.�Y..... rw• w_wr..w .i+.w.. .. r...._�w.A.�•w.www••f•�r�M1. •.IN , j � f .�...�••arr.ra� •r�low,•ar�r. ww— ••aw�a�rr"�•. +M+r�►•7w f��•w.�.•'M�r+ �.• e - r yr j a o �po;z �- �I 3 A •CONTRAC TOR NOTE! All P imens f ons Shall De Checked And verified Prior To Construction. _ MF&1 �}- Q. �. m _P_ - t . ,...W p I .. ...�., ••- qu..•.. �• 'I• , f *. �. / L� � xlr .; w... • f•. a'. V. • !`R • T i' I :•f.: Y•-/4 yT 1 �.•l; ..H, 1, . �1 , r %a'!. •• �.• .. •.i ;.. .. y y�..,: w. I i 9L - ' SOAL L AVI! 0 I0H m t,41 L s 1 k A o • � � �wi$�'Gt •s '' --'-' o N N L � 0 !;E ♦' ALLk o) J16 PwAop ms •1 13P. &O tte • >_ Ct : tt OR 19p-r4-fkpmq d144. > °u_ IL .` O >•6 o . ' � 1 .c r �oti •ib� �c��N�n t�Lo�ki� oti�� ^'�' �' ` � -� . �� T• -. aHADF -b A IWAs aHR A - M - P. w wti L o r- i. OvLf� o o o � at NU U MATER1#1L.I. r-ASCtAl u Ror.� N���s: � • � .. . 4 kcrE ep C Y i r "T i ts i s: •Y. i :S f `f ? ti w, • k • i; , .k. f !:R)�,�.. ;! .'' :tf�?.� ^=ty { <! ;.. y;.q•:e•'�' ::.,it2 F 0; 3 s •r:.:, , Est oft •' rr.r • . >� ' A0 wi J� • .. ... _•. w _ . .. r •I I.• . • L• To R eorclw Plato 1(811 -3615 K loop -. ....O. • 1 � 1•w• ♦ --Awes -••• • •� • w j "• -• —+�-- i �W•� 104w M.�• N S J p RU rua .5 OTE5 - . • ..a" WPM W_ •"ems- ' • I �- ++/ �1 �' • �A ' O - j - F12 • * u <•� It 01 6 1 ,,.../ •-• -, \ i d o l- ••{' 1111 L L +JCS 1' !ss P I P L O Al ♦ Y E PW O �' _ , . o P + 5 .>., W1 1140d r lv l ulLc�;Nc3 a � •... 8 L A ,A 11 8 E � • r/•ryanF T�V E� 11 KWt 1 A Jt�� • X42 0 04 PERMIT CENTE COP7RKaNiO 2002 CRANE DESIGN Inc. DRAWN. SHEET . 6 OF 7 NUMBER: •1 10402 . r C DESIGN, Inc. Reserves All Le ai RI hts To Material On this Sheet Subject 10 Criminal Prosecution RAN � g F • • 1 • WMIM a -ddk— 21 r� mono Moog f T 4ov- 0,0 4J l 4:7 HAJ �'J . 4',c4 Lgca i3oLTSQ 24'�oc. W/ rl��- rtTL• No.,- Ie�I I s @CONTRACTOR NOTE: ,411 Dimerelone %M11 56 Checkcd And verified Prior Yo Construction. r SECTION THRU `II4" 00 1 j NOT5= •• MPF to FRAMING PLM9 Mc> el-Irmeto $I tNtj 64 • POR TYPICAL CONSTRUCTION AND bETAILB. � • � � ,� N WEATHER PROTECTION UNtaMR IROOF 1AAY�RIA' 4 P xT P RI OR s o lw-, As "R 60C. 1402 WS.C. t f O �' ♦_+ >` TYPICAL 114SULA't IoN= (UNLESS O AEMOISIE NOMD) ' 1 2 WA W WALLS pc •= �r i � � � • OV 11 U d L U O bf'�� 0C" ., L • S IA i C 7C7b • 4J. e;) • ED02 � r,�� # cam, • • 1 T 'cCq c • p,pm an'"@ 1�C� • o ►"� ' co w ' • � • Dui r•IT' ECEIVED s . nF T(1 KWll q • R EWEW o Z004 CO PE CCAPLA NrE� .. APPROV . Alm 2 1 bay WN-. To Reorder Plans 1(911)642 - .._• • � 1*uu4 - j C ' t y i l� MSION I CJP7RICsNT6 2002 CRANE DE Inc. SHEET 7 OF 7 MIMBER� 110402� i a - 1 i • b 1 I L T w • . c. FLOOR JOISTS ARE TO BE BLOCKED AT ALL BEARINGS. d. WALL TOP PLATES ARE TO HAVE STAGGERED SPLICES A MINIMUM OF d'-- �►cN ENo 5/8" dio. A.B. 0 1 g" o.c. 2x SILL PLATE NOT USED 0" APART AND SPIKED TOGETHER IN THE SPLICED ZONE WITH A MINIMUM OF 8 -16d SINKERS. WOOD IN CONTACT WITH THE WEATHER. SOIL• CONCRETE RJR MASONRY IS TO BE Diu. A.B. O / 2" o.c. 2x SILL 'PLATE k PRESERVATIVE TREATED. f .) ISOLATED COLUMNS ARE TO HAVE "CC" TYPE COLUMN CAPS. COLUMNS IN WALLS ARE T3 MST80 3 pFl 21l18d NOT USED TO HAVE "AC ", "LPC ", OR "PC" TYPE POST CAPS . O 6" o.c. STRUCTURAL GLUED LAMINATED TIMBER: MANUFACTURED BEAMS ARE TO BE OF DVt1GLAS FIR AND STRESS GRADE COMBINATION 24F -- BEAM CAMBER WHERE REQUIRED IS SHOWN ON THE PLANS. io. kb. +O 8 JU01.L 1.) ANCHOR BOLTS ARE 5/8" dio. 0 48" o.c. UNLESS NOTED OTHERWISE ON PW. 2.) • 'WASHER TO BE 2" x 2" x 3/16" THICK PLATE WASHERS SHEARWALL SCHEDULE 1,2�3•�•6,7.6 SHEATHING SNEARf LOW MARK SHEAT KING EDGE NAILING NAILING REMARKS KS o.c . � SW4 Sd O 2 " ox. c• 16d O 3" o.c. SEE NOTE 5 NOT USED 15/32" PLYW'D 16d O 5 /2" o.c. SW5 8d O 4 o.c. SEE NOTE 5 SW8 8d O 3" o.c. EACN SIDE 2 ROWS SEE N0�1 E 5. NOT USED 2" A � SEE NOTE 5. NOT USED H01-DOWN H01-DOWN '�C'NFnt_ll.� MARK HOEDOWN , ANCHOR REMARKS (SIMPSON) TYPE AILS /BOLTS BOLT N1 NPAND22 (2)2x NF STUD 16 --16d (2)2x NF STUD B SCREWS N5 PHD5 HF STUD 1/4"x,3 SCREWS " SSTD20 NOT USED ' 0S NOT ' S H6 PHD6 2 2x HF STUD 1 SSTR28 U () SCREWS O 6 �4 -�p� SCREWS N� NDSA 4x bFl �2 (3} 7/8" .� .SST828 NOT USED ' N9 HD 10A �x DFL �2 (4) 7/S" � SST828 S • � 1 " hta, FLOOR TIE' SCHEDULE ANCHOR •f30L�C SCHEDULE WALL STUD REMARKS (SIMPSON) THICKNESS SPECIE NAILS /90LT 13 -13—`10d A81 / 72 iAST48 3" dFl a �- � 6d NOT USED END " EACN END rSE ENGINEERING 12810N'.E. 118" S1. •Salle 101 Woodinville, WA 98072 -8102 p25) 481 -8601 •FAX: 481 -6371 IV f r. a o ANAL � ExrikEs W10104 project title: PLAN #110 TSB #3951 sheet title: STRUCTURAL NOTES AND DETAILS revisions: �K1NI! A JIIti PFD, R designer: K R dr(jwn: KR checked: 7LP dote: 12/27/02 scale: AS NOTED •file: 3951 -1 shee# TSE -1 Mw .�..�� . w «w + wr.wrr�..r• ..«w. • �/.wA • r� w• .mow. www.r..► � ww - ...•w • •.�._ Io . •`• • T ' 5 B" dfo A.B. O 32 o.c . 2x SILL 'PLATE NOT USED • " • A83 5/8 ". USLD r A84 5/8" dio. A.B. 2x SILL 'LATE NOT US SE�' A85 5/8" dio. A.B. 0 16" o.c. 3x SILL PLATE • A85 " o.c. .3x SILL PLATE NOT USED 5 d i . it �.stA36 1 -1/2" NF STRUCTURAL NOTES A82 GENEIRAL. . ROOF SNEA1tING ALL METHODS• MATERIALS AND WORKMANSHIP ARE TO CONFORM , TO THE SW1 15/32 PlY1N'b ed O 6" � 6d 0 8 i fC. OW TRUSS UNIFORM BUILDING CODE AND STANDARDS, 1994 EDITION (UBC R4 ), AS ONE SIDE o.c. FOR RWr RAFTER • ' AMENDED AND ADOPIED BY THE GOVERNING JURISDICIION. THE CONTRACTOR IS RESPONSIBLE I` OR THE FOLLOWING: SW2 15]32" PLYW'b ONE SIDE ed O 4" O.C. 16d O 5 2 � " O.C. a.) PROVIDING TEMPORARY SHORING AND BRACING UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN INSTALLED AND CONNECTIONS COMPLETED. 15/32" PLYW'D b.) 'FIELD VERIFICATION AND COORDINATION OF ALL DIMENSIONS AND SW3 ONE SIDE Sd O 3" o.c. 16d O 4" o.c. SEE NOTE 5. NOT USED ELEVATIONS BEFORE PROCEEDING WITH THE WORK. . c.) BRINGING 10 TILE ATTENTION OF TTIE BUILDING DESIGNER ANY Coy t icTS 15/32" PLYW'b IN DIMENSIONS, MATERIALS OR NOTES SHOWN ON THE PLANS. d.) INSTALLATION OF PROPRIETARY PRODUCTS IN ACCORDANCE WI114 ONE SIDE 2x BLOCK MANUFACIURER'S SPECIFICATIONS AND RECOMMENDATIONS. k2.5 slMPSON H� oR AT EVERY TRUSS OR RAFTER 1 H STRUCTURAL MATERIALS, MEMBER SIZES, NOTES, ETC. SHOWN ON THESE EAC SIDE 2 ROWS .SHEARW�LL . # , PLANS ARE SPECIFIC FOR THE PROJECT AND TAKE PRECEDENCE OVER ANY ]EDGE NAILING CONFLICT WITE1 TI-IF STRUCTURAL MOTES THAT C()I..LOW. � 1 5/3 2 " PLYW'D 16d O 4" o.c. ' DESIGN CRITERIA. FLOOR LIVE LOAD X40 psf (with other live loods In accordance with '94 15/32" PLYW'D 16d O 3" o.c. p S �E�WN.t. E PLAN ' • UBC table 16-A) � � SW7 EACH SIDE 8d O 2 ROWS SNOW LOAD 25 pef WIND VELOCITY 80 mph / Exp B ' SEISMIC ZONE '_ _ � ••3 1. SCHEDULE IS BASED ON 1997 UNIT =oRM BUILDING CODE FOR SEISMIC ZONES 3 �c 4,' " TYP I CAL R 0 0 F TO ' CONNECTI O N AND ON W0 00 FRAMED WALLS WITH 2x4 (MINIMUM) HEM -FIR STUDS O 24 o,c.. A FOUNDATIONS: 2 S HE A THING 1 TO s SP RAT 4 MINIMUM AND B E AN ED o MAY RE PLYWOOD OR OSS. *_ •_ 0 1 A E PLACED N NATIVE SOIL WITH AN ASSUMED DESIGN roOT NGS RE TO 8 0 UNDISTURBED D E 3• SHEATHING THICKNESS MAY BE REDUCE TO 3/8 " OR 0 18" MAXIMUM. 7/16 PROVIDED STUDS ARE , BEARING CAPACITY OF 2000 psf. EXACAVATIONS ARE TO BE TO THE DEPTHS SHOWN ox. 4• SHEATHING IS TO BE DIRECTLY APPLIED TO STUDS AND ALL tDGES BLOCKED. ON THE PLANS AND ARE TO BE FREE OF STANDING WATER. OVER EXCAVATIONS ARE TO 5. STUDS ARE To BE SINGLE 3 " NOMINAL OR THICKER AT ADJOINING PANEL EDGES < :� BE pACKFILLFD WITH LEAN CONCRETE (f'c =2000 psi) OR COMPACTED FILL iN ACCORDANCE AND SHEATHING NAILING STAGGERED, FOR SW3 SW4, SW5, SW6, do SW7. ' WITH RECOMMENDA110NS OF A GEOIECHNICAL ENGINEER. 6, ALL NAILS ARE TO BE COMMON WIRE. ' 7. SHEATHING NAILING AT INTERMEDIATE SUPPORTS IS TO BE 8d O 12" o.c �. STRUCTURAL CONCRET 8. SHEA THING t T HAT NAILS ARE 0 BE DRIVEN SO T A TH I R HEADS ARE FLUSH WITH T HE SURFACE _• P ALL CONCRETE IS TO BE MIXED, PROPORTIONED, CONVEYED• AND LACED IN OF THE SHEATHING. • � ACCORDANCE WITH UBC 94 UBC 94 STANDARDS AND ACI --301, MINIMUM 78 nAY COMPRESSIVE STRENGTH IS TO BE 2500 psi. 'REINFORCING S1 EEI. IS To BE GRADE 40 DEFORMED BARS PER ASTM A615' WITIT DETAILING. FABRICATION AND PLACEMENT PER UBC 94 AND AC I-- 318. WALL STUD . •' WAIT STUD 0W.) 'WALL SH'T'G NOT SHO") INTERSECTING CONCRETE WAI_I_S ARE TO SAME #4 CORNER BARS W1114 A MINIMUM OF 18" OF EMBEDMENT AND SPACED THE SAME AS THE WALL 1-10RIZONtAL -REINFORCEMENT. � • TO BE FONT S TINDER � �L.EOGER , WOOD ROOF 'TRUSSES f 3 -16d 0 EACH STUD METAL PLATE CONNECTED WOOD TRUSSES ARE To BE DESIGNED BY A WASHINGTON STATE +.s ROOF SH'T'G w/ EDGE PROFESSIONAL. ENGINEER IN A CCORDANCE WI11+ ANSI TPI 1 -1995 NATIONAL DESIGN , i-12 STHOIORJ 28-10d * I NAILING TO LEDGER 1 STANDARDS FOR METAL - -PLATE CONNECTED WOOD TRUSS CONSTRUCT1010 AND UBC 94. D E B Y METAL PLATES ARE TO 8E IC84 APPROVED. VERIFIED CURREN t REPORT NUMBER. , TRUSSES, INCLUDING DRAG TRUSSES AND SHEAR , FRAMES, ARE TO BE PLANT FABRICATED Y A MANUFAC IN COMPLIANCE W1111 UBC 94 SECTION 234 3.7. THE I RUSS H3 :STH014RJ �2)2x NF STUD 38 --10d ' . MANUFACTURER IS RESPONSIBLE FOR VERIFICATION OF ALL TRUSS LENGTHS PRIOR TO FABRICATION.. THE TRUSS ERECTION CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY ♦ ' BRACING DURING INSTALLATION AND FOR ALL PERMANENT BRACING IDENTIFIED ON THE N4 'PHD2 (2)2x HP STUD 1 /4 x3" SSTB 16 NOT USED r TRUSS PLANS. , PLYWOOD DIAPHRAGMS. 14• -SDS (2 )2x 2x6 (MIN.) LEDGER ' oR TRuss Top cNoRO ROOF SHEATHING OF SIZE SHOWN ON THE ARCHITECTURAL PLANS IS TQ BE SPAN RATED R 2x/16 MINIMUM DIRECTLY NAILED TQ SUPPORTING TRUSSES OR A1~TE RS WITH 8d COMMON 18 • " O 12" o.c. AT ALL INTERMEDIATE SUPPORTS. o.c. AT ALL EDGES AND 8d COMMON FLOOR SHEATHING (SUB -- FLOORING OF SIZE SHOWN ON THE ARCHITECTURAL PLANS IS TO TO N7 PNDe (2)2x HF STUD 1 /4 x3 SST828 Not USED E n G� E R,D ETA I L BE SPAN RATED 16 ox. T&G DtR CTLY GLUED AND NAILED SUPPORTING JOISTS OR AF'AMS WITH 10d COMMON O 6 o.c. AT ALL EDGES AND I Od COMMON O 12" o.c. AT ALL IN t Ei2MEUlAI E 5Ut'POR I S. R ALL s N EA THING IS TO BE LAID UP WITH THE FACE GRAIN PERPENDICULAR 10 1 HE SUPPORTS. WDE C � CE METAL CONNECTORS FOR WOOD: NOT USED AP**m#v: THE MODEL NUMBERS OF METAL CONNECTORS WHERE SPECIFIED ON THE PLANS ! 110NO 11C COMPANY, 01C NOY Z 3 2004 A14 11 IUSL AS MANUI AC I UIIEV UY SIMPS 5 , t I I U I Iu 14 A i x curl #2 ( 1" ,� PER bE iAIL L BOLTS ARE TO BE A307 WrtH WASHERS AT ALL WOOD SURFACES BENEATH HEAD OR NUT. BOL HOLES ARE TO BE 1 /16 GREATER IN DIAMETER THAN BOLT DIAMETER. NAILS ARF Td BE CQMCOMMON WIRE NAILS AND OF QUANTITY, SIZE, LENGTH AND TYPE NpTE: THE "H2" MAY BE A STHD10 AND THE "H3" MAY BE JOIST APPLICATIONS AN STND14 AT NoN RIM city Of AS SPECIE TED BY SIMPSON. WOOD R OF USES AR O TR S E TO BE CONNECTED TO THE PLATE LINE WITH ONE 1 - . Tukwil a BUILDIN D IVisio N I P 0 H 5 HURRICANE TIE ATEACH TRUSS BEARING. NAILS ARE CO ON WIRE. SM S N H 1, OR 2 OMMON NAILS ARE C W I E1. . WOOD FRAMING: 2x LUMBER TO E NF 2 OR BETTER EXCEPT WALL STUDS MAY BE HF STUD GRADE do WH RE NOT SPECIFIED ON THE PLANS: SILL PLATES HF 3 COLUMNS IN WALLS ARE TO BE (2) 2x STUDS OF THE SAME WIDTH AS THE WALL MARK SILL PLATE ANCHOR SILL PLATE REMARKS AND SPIKED TOGETHER WITH 10d 0 12" o.c. (UNLESS NOTFU OTHERWISE) MARK STRAP TIE b.) FLOOR FRAMING PARALLEL TO INTERIOR PARTITIONS IS TO HAVE ONE FLOOR JOIST DIRECTLY BENEATH EACH PARTITION LESS THAN ONE HALF SPAN LENGTH AND TWO JoIS TS WHERE PARTITION EXCEEDS ONE HALL' THE SPAN LENGTH OF THE JOIST, �4 -�p� SCREWS N� NDSA 4x bFl �2 (3} 7/8" .� .SST828 NOT USED ' N9 HD 10A �x DFL �2 (4) 7/S" � SST828 S • � 1 " hta, FLOOR TIE' SCHEDULE ANCHOR •f30L�C SCHEDULE WALL STUD REMARKS (SIMPSON) THICKNESS SPECIE NAILS /90LT 13 -13—`10d A81 / 72 iAST48 3" dFl a �- � 6d NOT USED END " EACN END rSE ENGINEERING 12810N'.E. 118" S1. •Salle 101 Woodinville, WA 98072 -8102 p25) 481 -8601 •FAX: 481 -6371 IV f r. a o ANAL � ExrikEs W10104 project title: PLAN #110 TSB #3951 sheet title: STRUCTURAL NOTES AND DETAILS revisions: �K1NI! A JIIti PFD, R designer: K R dr(jwn: KR checked: 7LP dote: 12/27/02 scale: AS NOTED •file: 3951 -1 shee# TSE -1 Mw .�..�� . w «w + wr.wrr�..r• ..«w. • �/.wA • r� w• .mow. www.r..► � ww - ...•w • •.�._ Io . •`• • T ' 5 B" dfo A.B. O 32 o.c . 2x SILL 'PLATE NOT USED • " • A83 5/8 ". USLD r A84 5/8" dio. A.B. 2x SILL 'LATE NOT US SE�' A85 5/8" dio. A.B. 0 16" o.c. 3x SILL PLATE • A85 " o.c. .3x SILL PLATE NOT USED 5 d c. FLOOR JOISTS ARE TO BE BLOCKED AT ALL BEARINGS. d. WALL TOP PLATES ARE TO HAVE STAGGERED SPLICES A MINIMUM OF d'-- �►cN ENo 5/8" dio. A.B. 0 1 g" o.c. 2x SILL PLATE NOT USED 0" APART AND SPIKED TOGETHER IN THE SPLICED ZONE WITH A MINIMUM OF 8 -16d SINKERS. WOOD IN CONTACT WITH THE WEATHER. SOIL• CONCRETE RJR MASONRY IS TO BE Diu. A.B. O / 2" o.c. 2x SILL 'PLATE k PRESERVATIVE TREATED. f .) ISOLATED COLUMNS ARE TO HAVE "CC" TYPE COLUMN CAPS. COLUMNS IN WALLS ARE T3 MST80 3 pFl 21l18d NOT USED TO HAVE "AC ", "LPC ", OR "PC" TYPE POST CAPS . O 6" o.c. STRUCTURAL GLUED LAMINATED TIMBER: MANUFACTURED BEAMS ARE TO BE OF DVt1GLAS FIR AND STRESS GRADE COMBINATION 24F -- BEAM CAMBER WHERE REQUIRED IS SHOWN ON THE PLANS. io. kb. +O 8 JU01.L 1.) ANCHOR BOLTS ARE 5/8" dio. 0 48" o.c. UNLESS NOTED OTHERWISE ON PW. 2.) • 'WASHER TO BE 2" x 2" x 3/16" THICK PLATE WASHERS SHEARWALL SCHEDULE 1,2�3•�•6,7.6 SHEATHING SNEARf LOW MARK SHEAT KING EDGE NAILING NAILING REMARKS KS o.c . � SW4 Sd O 2 " ox. c• 16d O 3" o.c. SEE NOTE 5 NOT USED 15/32" PLYW'D 16d O 5 /2" o.c. SW5 8d O 4 o.c. SEE NOTE 5 SW8 8d O 3" o.c. EACN SIDE 2 ROWS SEE N0�1 E 5. NOT USED 2" A � SEE NOTE 5. NOT USED H01-DOWN H01-DOWN '�C'NFnt_ll.� MARK HOEDOWN , ANCHOR REMARKS (SIMPSON) TYPE AILS /BOLTS BOLT N1 NPAND22 (2)2x NF STUD 16 --16d (2)2x NF STUD B SCREWS N5 PHD5 HF STUD 1/4"x,3 SCREWS " SSTD20 NOT USED ' 0S NOT ' S H6 PHD6 2 2x HF STUD 1 SSTR28 U () SCREWS O 6 �4 -�p� SCREWS N� NDSA 4x bFl �2 (3} 7/8" .� .SST828 NOT USED ' N9 HD 10A �x DFL �2 (4) 7/S" � SST828 S • � 1 " hta, FLOOR TIE' SCHEDULE ANCHOR •f30L�C SCHEDULE WALL STUD REMARKS (SIMPSON) THICKNESS SPECIE NAILS /90LT 13 -13—`10d A81 / 72 iAST48 3" dFl a �- � 6d NOT USED END " EACN END rSE ENGINEERING 12810N'.E. 118" S1. •Salle 101 Woodinville, WA 98072 -8102 p25) 481 -8601 •FAX: 481 -6371 IV f r. a o ANAL � ExrikEs W10104 project title: PLAN #110 TSB #3951 sheet title: STRUCTURAL NOTES AND DETAILS revisions: �K1NI! A JIIti PFD, R designer: K R dr(jwn: KR checked: 7LP dote: 12/27/02 scale: AS NOTED •file: 3951 -1 shee# TSE -1 Mw .�..�� . w «w + wr.wrr�..r• ..«w. • �/.wA • r� w• .mow. www.r..► � ww - ...•w • •.�._ Io . •`• • T ' 5 B" dfo A.B. O 32 o.c . 2x SILL 'PLATE NOT USED • " • A83 5/8 ". USLD r A84 5/8" dio. A.B. 2x SILL 'LATE NOT US SE�' A85 5/8" dio. A.B. 0 16" o.c. 3x SILL PLATE • A85 " o.c. .3x SILL PLATE NOT USED 5 d it �.stA36 1 -1/2" NF A82 Mw .�..�� . w «w + wr.wrr�..r• ..«w. • �/.wA • r� w• .mow. www.r..► � ww - ...•w • •.�._ Io . •`• • T ' 5 B" dfo A.B. O 32 o.c . 2x SILL 'PLATE NOT USED • " • A83 5/8 ". USLD r A84 5/8" dio. A.B. 2x SILL 'LATE NOT US SE�' A85 5/8" dio. A.B. 0 16" o.c. 3x SILL PLATE • A85 " o.c. .3x SILL PLATE NOT USED 5 d Mw .�..�� . w «w + wr.wrr�..r• ..«w. • �/.wA • r� w• .mow. www.r..► � ww - ...•w • •.�._ Io . •`• • T c. FLOOR JOISTS ARE TO BE BLOCKED AT ALL BEARINGS. d. WALL TOP PLATES ARE TO HAVE STAGGERED SPLICES A MINIMUM OF d'-- �►cN ENo 5/8" dio. A.B. 0 1 g" o.c. 2x SILL PLATE NOT USED 0" APART AND SPIKED TOGETHER IN THE SPLICED ZONE WITH A MINIMUM OF 8 -16d SINKERS. WOOD IN CONTACT WITH THE WEATHER. SOIL• CONCRETE RJR MASONRY IS TO BE Diu. A.B. O / 2" o.c. 2x SILL 'PLATE k PRESERVATIVE TREATED. f .) ISOLATED COLUMNS ARE TO HAVE "CC" TYPE COLUMN CAPS. COLUMNS IN WALLS ARE T3 MST80 3 pFl 21l18d NOT USED TO HAVE "AC ", "LPC ", OR "PC" TYPE POST CAPS . O 6" o.c. STRUCTURAL GLUED LAMINATED TIMBER: MANUFACTURED BEAMS ARE TO BE OF DVt1GLAS FIR AND STRESS GRADE COMBINATION 24F -- BEAM CAMBER WHERE REQUIRED IS SHOWN ON THE PLANS. io. kb. +O 8 JU01.L 1.) ANCHOR BOLTS ARE 5/8" dio. 0 48" o.c. UNLESS NOTED OTHERWISE ON PW. 2.) • 'WASHER TO BE 2" x 2" x 3/16" THICK PLATE WASHERS SHEARWALL SCHEDULE 1,2�3•�•6,7.6 SHEATHING SNEARf LOW MARK SHEAT KING EDGE NAILING NAILING REMARKS KS o.c . � SW4 Sd O 2 " ox. c• 16d O 3" o.c. SEE NOTE 5 NOT USED 15/32" PLYW'D 16d O 5 /2" o.c. SW5 8d O 4 o.c. SEE NOTE 5 SW8 8d O 3" o.c. EACN SIDE 2 ROWS SEE N0�1 E 5. NOT USED 2" A � SEE NOTE 5. NOT USED H01-DOWN H01-DOWN '�C'NFnt_ll.� MARK HOEDOWN , ANCHOR REMARKS (SIMPSON) TYPE AILS /BOLTS BOLT N1 NPAND22 (2)2x NF STUD 16 --16d (2)2x NF STUD B SCREWS N5 PHD5 HF STUD 1/4"x,3 SCREWS " SSTD20 NOT USED ' 0S NOT ' S H6 PHD6 2 2x HF STUD 1 SSTR28 U () SCREWS O 6 �4 -�p� SCREWS N� NDSA 4x bFl �2 (3} 7/8" .� .SST828 NOT USED ' N9 HD 10A �x DFL �2 (4) 7/S" � SST828 S • � 1 " hta, FLOOR TIE' SCHEDULE ANCHOR •f30L�C SCHEDULE WALL STUD REMARKS (SIMPSON) THICKNESS SPECIE NAILS /90LT 13 -13—`10d A81 / 72 iAST48 3" dFl a �- � 6d NOT USED END " EACN END rSE ENGINEERING 12810N'.E. 118" S1. •Salle 101 Woodinville, WA 98072 -8102 p25) 481 -8601 •FAX: 481 -6371 IV f r. a o ANAL � ExrikEs W10104 project title: PLAN #110 TSB #3951 sheet title: STRUCTURAL NOTES AND DETAILS revisions: �K1NI! A JIIti PFD, R designer: K R dr(jwn: KR checked: 7LP dote: 12/27/02 scale: AS NOTED •file: 3951 -1 shee# TSE -1 Mw .�..�� . w «w + wr.wrr�..r• ..«w. • �/.wA • r� w• .mow. www.r..► � ww - ...•w • •.�._ Io . •`• • T ' 5 B" dfo A.B. O 32 o.c . 2x SILL 'PLATE NOT USED • " • A83 5/8 ". USLD r A84 5/8" dio. A.B. 2x SILL 'LATE NOT US SE�' A85 5/8" dio. A.B. 0 16" o.c. 3x SILL PLATE • A85 " o.c. .3x SILL PLATE NOT USED 5 d A82 UPPER FLOOR - ----;- SHEARWALL PER PUN 1 Od O 4" a. c. UPPER FLOOR v ANGLE: A23 O -- 16" o.c. 1 i t t WALL TOP PLATES FULL DEPTH BLOCKING FLOOR S14EATHING FLOOR JOIST PER PLAN SHEARWALL EDGE NAILING MAIN FLOOR SHEARWALL PER PLAN SHEARWALL D ETAIL 1 1 SHEARWALL PER PLAN SHEARWALL - EDGE NAILING RIM OST BEAM PER PLAN- -•-- SHEARFLOW FLAIL ING PFR SHEARWALL SCHEDULE MAIN FLOOR WALL TOP PLATES ' SHEARWALL OPENING PER PLAN WALL TOP PLATES KING STUDS UPPER FLOOR 94EARFLOW NAILING PER SHEARWAIL SCNEDUIE -- UPPER FLOOR SHEARFLOW NAILING PER UPPER FLOOR SHEARWALL SCHEDULE SHEARWALL . MANUFACTURED PER PLAN MANUFACTURED RIM BOARD RIM BOARD —• fL00R SHEATHING SHEARWALL PER PLAN •' • ' � N G f lOOR SHEATI-NNG • UPPER FLOOR IrWN FLOOR SHEARWALL PER PLAN �I sHLow NA � PER SHEARWALL SCHEDULE PER PLAN • (SHEATKIIG NOT SHOWN) ' SHEARWALL EDGE NAILING i UPPER f LOOR -- ---�.- SHEARWALL SHEARWALL . : i SHEARWALL PANEL EDGES FRAME ONTO COMMON MEMBER BETWEEN NNi. SHEATNINCz NOTE: USE THIS DETAIL WHEN FLOOR J015i RIM JOIST NAILING SHEARWALL (JOISTS MAY BE PERPENDICULAR ` trxX wuLiNC to m t) PLYWOOD UPPER AND MAIN FLOORS. SHEARWALL PANEL EDGES DO NOT FRAME ONTO COMMON MEMBER r ..TO BLOCKS AS - - --2x6 P.T. SILI. PLATE +►/ ANCHOR BOLT ; EDGE SHEARWALL • w/ ANCHOR BOLL PER PI/W J a PER PLAN f IE VEN UPPER AND MAIN Ft00R. • 01� SHEARWALL PER PER LOCAL JUftIS01C110N LOCAL JURISDICTION FRAMING DETAI 4xti " LAT RI.00K , Mp'l-) DETAIL COPTIONI . EDGE MAILING (JOIST MAY BE • MAIN FLOOR TJI'S (JOIST MAY HE HEADER - ---�'' ;, SHEARWALL DETAIL . , �. MAIN FLOOR PERPENDICULJ�R SNEARF'LOW PERPENDICULAR W ALL OPENING REIN FOR 'CEMENT ' • - SHEARWALL TO EXT. WALL) NAILING TO EXT. WALL) EDGE NAILING 70E. STRAP: - . MAIN FLOOR Y 2x CONTINUOUS NAILER w/ .. - TYPICAL. S • IMPSOk LSTAZ � •• S i 0�d x L — " / /2 . SNEARWALI MAIN FLOOR SHEARF LOW NAILING _ NAILS (TYPICAL) jrDGE NAILING PER SHEARWALL SCHEDULE udumw MOTE: USE THIS DETAIL WHEN IrWN FLOOR SHEARWALL PER PLAN �I sHLow NA � PER SHEARWALL SCHEDULE PER PLAN i FLOOR SHEATHING SHEARWALL . i SHEARWALL PANEL EDGES FRAME ONTO COMMON MEMBER BETWEEN PER PLAN NOTE: USE THIS DETAIL WHEN FLOOR J015i RIM JOIST FLOOR JOIST SHEARWALL (JOISTS MAY BE PERPENDICULAR ` trxX wuLiNC to m t) PLYWOOD UPPER AND MAIN FLOORS. SHEARWALL PANEL EDGES DO NOT FRAME ONTO COMMON MEMBER r - - --2x6 P.T. SILI. PLATE +►/ ANCHOR BOLT 2x8 P.T. SILL PLATE SHEARWALL • w/ ANCHOR BOLL PER PI/W J a PER PLAN f IE VEN UPPER AND MAIN Ft00R. • FOUNDATION w PER PER LOCAL JUftIS01C110N LOCAL JURISDICTION FRAMING DETAI 4xti " LAT RI.00K , Mp'l-) DETAIL COPTIONI ;, SHEARWALL DETAIL . , �. TAI �E L QPTIO i W ALL OPENING REIN FOR 'CEMENT • T i . Y ANGLE: A23 O 16' nx. PN TO KAI SHEARWALL DE TAIL SNEARWALL PER PLAN �I sHLow NA � PER SHEARWALL SCHEDULE PER PLAN FLOOR SHEATHING SHEARWALL FLOOR SHEATHING EDGE NNLINC Rlhl JOIST FLOOR J015i RIM JOIST FLOOR JOIST SHEARWALL (JOISTS MAY BE PERPENDICULAR PERPENDICUIN trxX wuLiNC to m t) PLYWOOD To WALL) FILLER - - --2x6 P.T. SILI. PLATE +►/ ANCHOR BOLT 2x8 P.T. SILL PLATE SHEARWALL • w/ ANCHOR BOLL PER PI/W EDGE NNLNdG PER PLAN FOUNDATION w � REN�IF'ORCEI�EKf FOUNDATION w PER PER LOCAL JUftIS01C110N LOCAL JURISDICTION FRAMING DETAI ,rte FRAMING DETAIL COPTIONI SHEARWALL PER PLAN FLOORTIE STRAP PER PLAN 6EAM PER PLAN r.r -o• — V �, #-O, SHEARWALL DETAIL AhL t:' - ' � ., . • - - r -- ...M..w.. .rte.. �..r.....�r�r.>. +.�.�.rrr•� -- - - -- - - - ..�r.s.•.�.. - °= - - - - - -�.. - - � _... _.�.r .�_ __ .� _. _. - .� ___ _ . _. .._ .__. .�.. __----. ....�.. .�. - . ., � ... Res. a. �. l��++ �; �. ja. �t�.. �liC�.•+ erL+ , riar•- .:.. ��a.��a+r./4- .+.1r �� ' art: A. e. J1... �1s.- s.._ �. a�.,._: 1. w.._. �- �..:* rL. w• wa_ r.. �r/. r.. �ir�+. �• a•. � .w�ri.a�L'----- irx+.— .w.w�.+rr. - a .. ..fir. ���■� -'• err.. �r.� -° �.. -r.. CODE Ann RANfD NOV 2 31004 N Of T� ukwi� )ING DMS10ry pqvommmm� w SHEARWALL PER PLAN SH T G NOT SHOWN FOR Cl SHEARWALL EDGE NAILING 'FOR CONN. OF SHEATHING (2) 2x OR 4x TO HOLDOWN �NOLOOWN STUD STUD (TYP.) 2x STUD w/ 1 0d 0 3 o.c. FULL LENGTH (STAGGERED) FLOOR v TOP OF CONC. WALL v TOP OF FOOTING SYM• I AA'T RIM ,FOIST P.T. Slll PLATE w/ ANCHOR BOLTS PER FOUNDATION PLAN 4 MIN. REINF. PER HOLOONIW M REQUIREMENTS) FOUNDATION WALL 14 BENT AND EMBEDDED MI FOOTING CONCRETE FOOTING m. AB'T %iEARWALL P P LAN SN ^- NOT SNOW! I FOR CLARITY SHEARWALL EDGE --• -� NAILING FOR CONN. (2) 2x OR 4x OF SHEATHING T7 HOEDOWN STUD HOLDOWN STUD — (TYPICAL) 2x STUD w/ - -*-- 10d O 3" o.c. STRAP TYPE HOEDOWN FULL LENGTH PER PLAN (STt.00ERFn) ' P.T. Slll PLATE TOP OF . w/ ANCHOR DOLTS CONC. WALL PER FOUNDATION PUN FOUNDATION WALL TOP OF FOOTING v J HOEDOWN DETAIL 1=1_0 MAIN FLOOR SHEARWALL PER PLAN HOLDOWN DETAI MAIN FLOOR SHEARWALL • MAIN FLOOR EDGE NAILING SHEARFLOW MIN. NAILING PER PLAN FLOOR JOIST PER PLAN 14 MIN. REINF. PER HOLDOWN IrIANUF�ER REQUIREMENTS) . #4 BENT AND EMBEDDED IN FOOTING a CONCRETE c1 FOOTING �SYM• A81 on - '] (SFIfATIIINC NOT SHOWN FOR CLARITY) I • n USE SHEARWALL ED FOR CONNECTION 0 TO POST (TYP.) BLOCK SOLID HMDOWN STS FLOOR v TOP OF CONC. WALL v TOP OF FOOTING CT ROTATE THIS DOWEL 90` AT CORNER APPLICATION DBL. STUD (TV.) FULL DEPTH BLOCKING BETWEEN JOIST 2x6 P.T. SILL PLATE FRAMING ANCHOR: A35F 0 18" o.c. . 4 0 10" o.c. ANC14OR BOLT PER PLAN (2) 2x BOTTOM PLATES -• ----~- 8" CONC. WALL 2—#4 CONT. SILL PLATE #4 O 18 O.C. • ♦ a a a • • VERICAL 4" t M FASTEN SHEATHING TO HEADER WITH 8d COMMON NAILS IN 3 GRID PATTERN AS SHOWN STRAP TIE: SIMPSON S72215 W/ 20 - 1 Od NAILS (INSTALL ON SIDE OPPOSITE SHEATHING) 7/16" SPAN RATED SHEATHING 24/0 MIN. w/2 ROWS OF 8d 0 3 "o.c. AT PANEL EDGES (1 ROW OF NAILS INTO EACH STUD AND SILL PLATE). W PANEL IS NOT CONTINUOUS, BOCK PANEL EDGE */A SINGLE • 46 AND ATTACH EACH PANEL EDGE TO BLOCK w/2 ROWS OF 8d 0 3 "o•c HOEDOWN PER PUN 8d O 3" 0. C. 1 ROW INTO EACH PLATE ,.� 1/2 dio. x 12" LONG ANCHOR BOLT (2) AS Sf •10M►N w/ 2x2x3/ 16 THICK PLATE WASHERS CONCRETE FOUNDATION WALL w/ CONTINUOUS FOOTI PROVIDE 1 - 14 18 DOWEL 6" f ROM FOOTING INTO WALL AT EACH HOEDOWN DWN 1" SLEEVE NUT OR TURN BUCKLE 1 " Dio. TNR,� I) ROD W BOLT EMBEDED 8 INTO FOOT - } P.T. Slll RATE r w ANCHOR BOLTS k rOUNDATION .PLAN . J4 MIN. REINF. PER HOEDOWN AC'MR'S REQUIREMEWS) FOUNDATION WALL #4 BENT AND � EMBEDDED IN FOOTING CONCRETE - FOOTING i E COp D FOR ACE 4 !:im n , I L RIM JOIST SHEARWALL EDGE NAILING ANCHOR BOLT PER PUN GRADE #4 O 10" O.C. 4'00<; #4 of 120 O.C. NOV Z 3 1004 . s C/t� r �11� SHEARWALL PER SHEAR stow wuuHC PER SHEARWALL SCHEDULE SFIEI1RW11Ll. EDGE NAILING ` - me -- NOTE: fL00f2 JOIST PERPENDIC" TO WI1l.i: TO BEM ON MUDSILL w/ SOUO BIOCKNVG BETWEEN JOIST. ATTACH BLOCK AS INDICATED BELOW FRAMING ANCHOR: • 'FOR SWS, USE A35F O 18' o.c. FOR SW6. USE A35F 0 12' o.c. • FOR SW7, USE A35F O 9' o.c. 3x6 SQL PLATE #4 d 18" o.c. � VERIL`Al. 5 #4 �X j . 3-0 INTERIOR SHEARWALI DETAIL 40 1 a ATERAL RESTRAINT PANEL 3/4 i • f • 1 y FRAMING DETAIL w �.. .. 1. •�. •J. :. .•. �I1if: ' .�� • l'. + \1�� !'�'.'C` L'r : :.�'K+ L 1 f. w• �. _.r• s •Y f.... i Lt . .. ►. .. . n .V _. �.•• _ . r ...'�. _s }� . - . .. .. ( _ :err t ' w 00 j� HOEDOWN DETAIL -- STRAP TYPE HOLDOWH m PLAN HOLDOWN DETAI 16.5 MIN. CONTINUOUS HERDER --- 3" TYP. (PER PLAN) + + . 4 DBL. STUD (TV.) FULL DEPTH BLOCKING BETWEEN JOIST 2x6 P.T. SILL PLATE FRAMING ANCHOR: A35F 0 18" o.c. . 4 0 10" o.c. ANC14OR BOLT PER PLAN (2) 2x BOTTOM PLATES -• ----~- 8" CONC. WALL 2—#4 CONT. SILL PLATE #4 O 18 O.C. • ♦ a a a • • VERICAL 4" t M FASTEN SHEATHING TO HEADER WITH 8d COMMON NAILS IN 3 GRID PATTERN AS SHOWN STRAP TIE: SIMPSON S72215 W/ 20 - 1 Od NAILS (INSTALL ON SIDE OPPOSITE SHEATHING) 7/16" SPAN RATED SHEATHING 24/0 MIN. w/2 ROWS OF 8d 0 3 "o.c. AT PANEL EDGES (1 ROW OF NAILS INTO EACH STUD AND SILL PLATE). W PANEL IS NOT CONTINUOUS, BOCK PANEL EDGE */A SINGLE • 46 AND ATTACH EACH PANEL EDGE TO BLOCK w/2 ROWS OF 8d 0 3 "o•c HOEDOWN PER PUN 8d O 3" 0. C. 1 ROW INTO EACH PLATE ,.� 1/2 dio. x 12" LONG ANCHOR BOLT (2) AS Sf •10M►N w/ 2x2x3/ 16 THICK PLATE WASHERS CONCRETE FOUNDATION WALL w/ CONTINUOUS FOOTI PROVIDE 1 - 14 18 DOWEL 6" f ROM FOOTING INTO WALL AT EACH HOEDOWN DWN 1" SLEEVE NUT OR TURN BUCKLE 1 " Dio. TNR,� I) ROD W BOLT EMBEDED 8 INTO FOOT - } P.T. Slll RATE r w ANCHOR BOLTS k rOUNDATION .PLAN . J4 MIN. REINF. PER HOEDOWN AC'MR'S REQUIREMEWS) FOUNDATION WALL #4 BENT AND � EMBEDDED IN FOOTING CONCRETE - FOOTING i E COp D FOR ACE 4 !:im n , I L RIM JOIST SHEARWALL EDGE NAILING ANCHOR BOLT PER PUN GRADE #4 O 10" O.C. 4'00<; #4 of 120 O.C. NOV Z 3 1004 . s C/t� r �11� SHEARWALL PER SHEAR stow wuuHC PER SHEARWALL SCHEDULE SFIEI1RW11Ll. EDGE NAILING ` - me -- NOTE: fL00f2 JOIST PERPENDIC" TO WI1l.i: TO BEM ON MUDSILL w/ SOUO BIOCKNVG BETWEEN JOIST. ATTACH BLOCK AS INDICATED BELOW FRAMING ANCHOR: • 'FOR SWS, USE A35F O 18' o.c. FOR SW6. USE A35F 0 12' o.c. • FOR SW7, USE A35F O 9' o.c. 3x6 SQL PLATE #4 d 18" o.c. � VERIL`Al. 5 #4 �X j . 3-0 INTERIOR SHEARWALI DETAIL 40 1 a ATERAL RESTRAINT PANEL 3/4 i • f • 1 y FRAMING DETAIL w �.. .. 1. •�. •J. :. .•. �I1if: ' .�� • l'. + \1�� !'�'.'C` L'r : :.�'K+ L 1 f. w• �. _.r• s •Y f.... i Lt . .. ►. .. . n .V _. �.•• _ . r ...'�. _s }� . - . .. .. ( _ :err t ' w 00 j� HOEDOWN DETAIL -- STRAP TYPE HOLDOWH m PLAN f t / t i • . i i i i i r w • op •I �•if LAC rl eel 1� t •�,� I exV4:4 It C r"4j L- Seekz T� �V rrP r • ; ND x !HOEDOWN PER SCHEDULE AS ANCHOR BOLT PER SCHEDULE x c FLOOR TIE PER SCHEDULE, W x a SHEARWALL PER SCHEDULE � STRUCTURAL DETAIL PER .. SHEET TSE -1 j 2 i � 3 ?,�• t,� 1� 1 ter. ��� :� � � �. -•� �-•_• -...• --- or -- - fi lot F" R)"Af ION PLAN ' I ,R l 4 • { it t .•1rs o c 1 , 3 ►1 g L046 4 n ��r p . . . �•�Ls r.Lov.) Je w at M G " how. ACA, 140) i �TF f Ddb/ IJ 6 U111 n (- A- S Q, \ • 01�0;2 cpr=x r*P � >� ° u� ob p s •-' <• . �r �� �5 r� 1 4o-q�: IF N VrAUL I I II I - . _ 1�/ I I-1 - . .�•'� �, �� r fir- �I �' 2'� A 3 w • �'I f_ f 1 1 _ t� ,J �1�..... _... 5 W ,),�..._._._ t ..� j o won" ` m ' L 1 cps 1 1 1 01: -ef, -0'. 4 �..1 i� hfJl « .. � �-- • •t � • • ' .. w ww... w• ` . ` w''- .w�.- ►.w_•.- ...�....�.iwr.w _.w�w.�r..• «..�•. ! ... • • A. -.A�. �� .. •.� I'1f 1'R 1 t 7 .�� /��1N �.•A�A1�M�V +.1..+�. , 1 t • � e r7� r r 4 t , .. I� ti . Y ' i l i' t , REVI DCOMPLIANCE puaen�, +gip NOV 131004 City -- -- �f iLkwita —. �I DIVISION Ll _. - r ,.•r: ^ -• ., • r ''''!'MM•!'.• .. +•••�^•r11gM1�• _':•V ^ "�AI'••�' '". �r' � .'""� M:. 1..1'w- ',•... • l +� C� tic _ I I I+ --f —+ftrp I a v _Wl 101 (life) � �1 I � �I'• r�l 1 1 0 q r • ' # �, . 1. 1 f r . 1 1 f 1, ► tt, 1 1 � i ZZ �, �. , .r �r , • J 1 i ' 11 ' I • I I I •• I I • '.• w.. �,� •L-)•.. 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A . +_.....�� -. .�. -.... .•.rr -- • _ �-. ._ �• ..��. . - '�►• ---r. _►_ _. .. ..,nom., .�+.q -• ».. ... .�-. ... £, •, . • - 1 ".... r .. � - . __• . +.... ..-.. .... -. � r REVIEWED FOR CODE COMPLIANCE NOV z 3 2004 City Of Tukwila BUILDING OMSION U PPE11 LOU h- PLAN ­1 • M t 1 w AI • (. coo ' � �...! •w ..... .... .•.�'!� wr.... � .•r_ ..... «�_. ........•r .t.�- �...�.. � _ ._.� •� ' � � � IJ1 ' � , � , � �.�iM ter• � ' \L�J � 1 � ' vier • N u� 4 M • 77� G ,� � c.J �,� GD � � • _ 'Ta , u P ���t.. �cl � L [_ � �.. � P E T4 �t- -rsc p REaeweo FOR CODE COMPLIANCE APPROVIED NOV 2 31001 City Of dUILD2NG G3V15ION . •. „ ^ , • a •.�i - .,.... ): r _j �s.7'f�'•l�.�w' V�!'iww'+t .: r�. f�rr�_ t. /�R'fY�MF��/,itc..rl►v�iMrr�►te -� e7rw��rr�►�t +.ter r r � Y t k • f . 9 . 1 � 1 l 3 f d i f REaeweo FOR CODE COMPLIANCE APPROVIED NOV 2 31001 City Of dUILD2NG G3V15ION . •. „ ^ , • a •.�i - .,.... ): r _j �s.7'f�'•l�.�w' V�!'iww'+t .: r�. f�rr�_ t. /�R'fY�MF��/,itc..rl►v�iMrr�►te -� e7rw��rr�►�t +.ter i CRANE DESIGN• Inc. Reservee All LegAl tights To IlAter On lhls Sheet - Subject TO Criminal rrosecut Ion i I i A t , t i s i , 1 I I T N .r 4h IL V > uI o x r�u `� ..� k. 1 06 RIM JOIST 2>16 JOIST MIN. 1/ih' A PA. RATFr 2N6 610D6 -- -- -•- -...._ .w. -s 0 1h • 0.�•, w �'!NEATNINra --- 3/4' T IC•s 1"'1.1 . 6 1 -IT. OR O.g - - 3/4' 1 �G PLY. SNT. Ol t O.S.PS. Pi :y:6' pL•A'+ 'ji/ � / &' i�lA« at"CHOR BOL TS (3/16 X 2' X r 1? FROM THE END$ OF EACI~ �► u } _. WASNEIR) / SOL.T SHALL : , " Y 116d 12 O.C. R-30 BATT INS ,.�..•_ R-30 2x r �1uDS Ib O.G. o .OP u � I h d � B O.C. OG I ISE NOT LE SS Ti�AN 1 lSOL T `� ,.:. ° � -- 2x4' P.'1, MUDSILL W/ 1/1' DIA. x 10' A,ti. W1 DIAI"I "T " ' S (4 -3/8 FROM ♦+ +' ,�; `' rs �iy x ,�•,� rLC?OR Jr?Ig T F'FF? F'l_ JOIST PEI? f l _AN 3 /Ib, x ? X 1 WASHER • 6 -0 o.c. 1 BOLT CORNER ANN NOT MORE TWA" L l 1�•i s H O.C. MAX. 10d o d O.C. 1 OOLT PIAME1LRS 13 - FRCI i &4ALL 15E RIOT LESS THAN ) a - 1' N s 1 MIVIPUAL FOUNDATION BILj.. 4 COWER tO MORE 14AN � W)M TIDE END$ OF EACH � � o k u h O.C. EACH - 1/2 VIA. x 1m, A 3. UU/ 3 /Iii X ? X 2 • 4 jC. MAX. g� • 11J IvIDUAI. >~G�I.NDATION SILL. PLATE MIN. `1' E MEN1' PLATE, MIN. 1 EM�IDMENT �.. 1 T l3 ROUlS � � MlSLa [� > r3 ROM) wAS14E • e _ MAx. OC. ESM � /a' DIA' x ION . W1 3/16 X 2' X Z' ( 1) - '04 CON FOR EA. 40 CoNC. SLAB FILL OVE SHALL BE NOT LESS THAN 1 SOL.T WHERE BRICK WASHER * 4'•O .MAX- 4 BOLT gHAL 14' OF WALL � COMPACTED FILL w� � a � f�• TILE IAMFTERS (3 -1/1 R - NOT ESS THAN 1 BMT DIAMET RS bxb 112.1 x .I 1111.. 1. IN 3LAO. • 4 PE VRN. O 'VEN. PROVIt�E BE L , CONC. SLAB OVER 4 GRAVEL 0 «t NOT YNAN I FR�`� THE _ 1 T M THAN - SET IN GRAVEL 1O 13 LIP 6 UNDER f d 3/8) FROM R NO OR = FINISH - . ENDS C� EAC•ia INt� VIIaUAI j FILL W/ bxb t�V1.1 x lU1.1 W�11'1. IN 4LAB. _ 1? • FRM THE ENDS OF EACH INDIVIDUAL .. GRADE ' -` • • • : • ATION SILL PLATE, MIN. JOIST FCX NPATION SILL PLATE, MIN_ � � � 1 �BED1'1ENT e ` - CIRADE • '1' EMBE DMENT 2xb P. . MUD LL ' � �+ ?xb' P.T, t"1UC>81LL . 2' RIGID INOULAT ION (R aC / 1 - •4 CON T REBAR FOR E.A. � .._.. \ (1) - *4 CAONT. FMMAR FOR EA. 24' M i IN (EXTR1JDED ._. 14' OF STEMUTALL. �Q 10 OF STE WALL ip �4 VERt_ REBAR • 18'� o.c. .t°OLYSTYRENE) 1 VISGZUEEN Y VAPOR BARRIERMLACK) b MIL. 'TEN 0 - VAPOR BARRIER MIN. "' 11' CLEAR E3EAM 10 EAR - T N '^ _ -- ( BL AGK) - •4 REBAR EBAR - � -IORIZ � 10' O C 18 CLEAR BOTTOM Or JOIS • • ` � � 3' b' 3• (?) ' C.ONT. REBAR MIN TO SARI N 3 MIN. 4 REBAR • 16'oc. FUSE •4 DIA. vERT.' • ? - +� CONY. REBAR _ DOUR FRONTS WITH NOT LESS . •a CONY. REF3AR --= -2 - "4 CONT. REBA REBAR • IS O.C. 3 6 3 16' O.C (vERT.) 4' 8' 4' THAN (2) 3/'8 x 10 A•B. PLATE$ • SWEAR WALL OvER ,.� (2) - ' 4 RESAR 1 ?' Ib' * 2' WIDE ,�CONTINLk" TY =, GARA -�E FOUNDAT ION T�Yf=. 5A5Ef" ENT •5L A5 TYF•'. CNE 5TOf�'�r FOUNDAT ION TYF. TWO 5TORY FOUNDAT 7x6' P.T. MUDaILL W/ 3/8' V1 4• -m• oZ. w1 3x16• X � • X ?• ' T U 1 RE D STA1 R .. �, WASHERS 4 F30L.T .� - )ALL IM NOT 1. 1- HANDRAIL$ SNOUL D NOT PROJECT MORE THAN 3 1/2 INTO HE REQ LESS TWAN 1 MOLT DIAMETERS TERS , ATTIC 1�NT 1 L A t 10N I /mss COR 1 1300 OF Sr�ACE • � r 4 - 3 /8' .� PROM PROM RAND NOT U11DTN � SHOU�.D NAVE A SPACE OF NOT LESS THAN 112 BETWEEN THE WALL L >i sE� PLANS LANS . t K ' MORE THE HANDRAIL. E 1.1AN t?• MOM M THE � � �'' NDa o* EAc1� NDIVII�UAL FOR R0C*Wv C"T. SEE I'FP.A[•'11NG rA AN R��►TION SILL. PLATE ! . 4 ELEVATION 111/ MkL 1/Ib' Ia�A IRAI ::? 2. THE HANDGRI F' PORT ION OF NANDRAI L S SHOULD NOT eF_ LE 55 THAN ! /4 OR t t�'11N. %f lEATHING tJN0 1'/ 8' -D' PAL LENOTN � (I) '4 CHIT. FOR EACH 10' OF WALL WALL �t" )ORE THAN 2' IN CROSS SECTIONAL. DIMENSION. VDLACED PERP• TO PIRECr,0t OF FRAMINGr s V4P AL TEFNA'1 F "L ENO JOINTS BY S T 1 � 1 • i USA 'f NER1'''AL t3REAK . =�F F�.�L LENGTH NAIi..�.�� 13d � b'oc L.L. ---.. ,, � , ,3. HANDRAILS SHOULD HAVE THIER ENDS RETURNED OR SHOULD TERMINATE IN ,� 4' CONC. SL.AF3 OVER v 'ERI1 - ! - TER 1 ALL R PANEL -- - ' .� -� 4' GRAVEL FILL W/ NEU1EL POSTS OR SAFETY TERMINALS. L:C�.�F' t? •o.c. • FIEL -D TYP AL uNO - - I'' - pd Ui :jam: ' � ELT ABOVE - TY+F C. -f,:. t,NO. 1 F>,AV,Us - bx6 2.l x W1.1 U1�U.M. 44 SLAB FI BL OCK I NG P 0.41-1 P 0.41-1 :; R 5�EL 1' aFACV a v �xT �>~P ;�1'30VE 11�19ULA"1 ION. ovl E �lRE BL•C�CKING IN CONCEALED SPACES BETWEEN STAI 91 INGERS R R 1 PR D 8 24 AT THE TOP 4 BOTTOM OF THE RUN 4 BETWEEN STUBS ALC�tJG t IN L.lNE U11TH THE - - --- glriFt���� AZS HURRIC:AW 111- � • 2 ._m c .r.. OR 141 w •o d,a. TYP.'UNC : \_1q-I0 RIGID INS. +� PERIMETER THE STAIRS If' THE WALL. UNDER THE STAIRS f 9 UNFINISHED. RUN OF - 2x 131W [3LOCKS W/ 1►C'REEN TOE 1441:. t2) Ibd E A. END 10 TF�l1SS OR RAFTER T'►'P_ � FLOOR LINE r1WVIPE CONT. ROW CT NAIL 1 ROOF SNEATN ING VIE rIG • b'oc. MAX. "� " 8� � ' • RE VUFOR B'. • •o . W/ CODE NOTE : �- Al T IC INSULAT 14N � � � - Ib' - + 4 VER 16 OPENINGS BETWEEN IL.IW35 SHAL.I- R -3a tx8 R.g GEDAl�t FASCIA W1 C,ONr. ALT. NOOKS CE 1SE LESS THAN 4 . TRIANGULAR *1Ax M9t,1t., CLCs. LINE OPENN4GS BY THE RISER, W1 EGUIV. Ft -VALUE MTL. GUTTER � 2 - •4 CONT. REBAR '� �'�� �� TREAD. 4 50 T ELEMENT of A FLooR JOIS To BE USED IN GUARDRAIL a STAIR S BE LESS , � ATTICS WWERE 013L. TOr PLATE T I-1AN � . NOV 2 3 � DBL. JOIST CLEARANCE NOT O.N. PER PLAN * t I 2004 > AVAIL. FVR VAT TJ • T Y F, a A 5 E M E i� T 5 L A EDGER !/? GWI3 /TYP.) WNDO i -FADER - PER PLAN L ' LU PER PLAN - MR 23/32' T IG UN - �"_ RL.AYI`"T, UN_O. - F_xT. WARM WALLS - 2xb STUDS via. •�/ Q f 'j` DE w�l� V. , `- I�ANDRAICiLUE t NAILING OVER R -21 13ATT H&Jl -. U1/ VAPOR F3ARRIER U1/ f .. _. � r OR � _ t' 10p • b' OTC. EDGES � M� 1/16 , APA RATED S�?ATI -I1NCs (SEE PLAN FOR � ,�.... _. - �3�' BLOC 10' O .C. NAILING 1 SIPMG) INSTALL BUILPNG PAPER OR RAILING 9 FIELD - TYPJ ID, 32/16 FELT 15ETUEEN 610IMS 4 WALL SHEATHING TYPICAL. MIN 2x1? gT RINCsERS NOT R -30 BATT INS. W/ V _B. ALL EXTERIOR WALLS TO EXCEED 24' O•C. R -21 15ATT INS ,! ATION ?x BOTTOM PLATE L OR AdBIJL. f'ER SUBMITTAL W �/e � YPE x Q.W.B. oR 2 LAY EIS 5/8' TYPE ?x RIM JOIST •� --- °,�I,�PPORT BEAM PER PLAN Ito ' X' Cs 1.�3. iF STRINGER USE ST ?Z WORT Z. • BM. TO AC ING I5 MORE THAN --- _ __ P P.T. ?x SILL PLATE 1 ' r SM. SPICE. 16' o.c, ( TAPE 1 FINISH) -- Zx6 CLEAT (EA SIDE) L�...� • SEE 1/51 FOR TTPICAL . ppglTl� / QR 81MPSOIJ MTL TIE l PC TYP Q z E � L 4 FLOOR JOIST ____ _..____ PER PLAN _ - _ ....._______.4 811PF'ORT WT r `".;' :,Y TREATED 41- v t4 -- G1.055 t OR S TORACsE C !' — OR ELEVATED 8' AF3V. .�►R r� *► W 5TAIR __.. . � yam.✓ ��� * CE IVIeD s� NOTES: 1. ALL EXT ERIOR WALLD TO - C4701 M' : � G� � � --- ''9m FE T rr�KW BELO __-- AT L 1, KICK PL != IN .'�CCORDAtJCE W� THE '' IN . PROvISIC>�J3 I'•'Erz ' 2320 118G t�10 !'�N TI.1F aNB t A3 St='EC1�'IED - _...... POST E�ABE ju t4 - ----- g ' "" •� ---- v - TYPE ANCHOR d FL JOI •" • FLIRT WER ON ".1.= T 63. _ ;1 } �, 0 Z� .- ..__.__.... _.__._._.__.._.._ �• DATE: RFV. • MAIN FLOOR LINE Z. 114 t R � � -� .... ._ .. L"3E GRADE . � � ----- -• ��r _ _ - - - - _ _ _ ti ' w ,•• CONSTRUCTION ` ""!C.4:..: .:;Er -T • � CE NTS 1 6 �•',4,+C.�' _ � ' ":� -•RA'i tON \"_ -- '- -- -'-- CONC. ICIER P L AN DRAWN: .---- k. M1 vI9�UEEN e AGC ONL•�' I TY* F. WALL 5 E C T I ON �'�• STAIR S ECTION 1 • 1 •CONTRACTOR NOTE: A!I Dimensions S*oll Be Checked And vertfled Prior To C T"T"P, POO`% k 15E I JIB O 1 To Reorder Plarw W811AP42 -3613 COP7RIGNTC 2002 CRANE DESIGN. Inc. PLAN NUMBER: CRANE DESIGN, Inc. Reserves All Legal Rights To M a terial On This met - Subject To Criminal Prosecution { MIN. 1116' APA RATED SHEATHING U.N.O. UJ/ T *T VEK, 30' FELT OR SIM. AP PROVED VAPOR BARRIER OVER 2x6 STUD WALL BOLE PLATE NAILED W/ 16d * Of O.0 r STAGGERED, PROVIDE BLOCKING RIM JOIST RIM 4 FLOOR JOISTS AS PER PLAN F'L.1r • raPL ICE SWMLD BREAK ON -- COI" 1MON MEMBER J •--.. �P,,d * 4' O.C. • SOLE PLATE, RIM JOIST 4 TOP PLATE --1DF3L TOP PLATES -- - - - - --- 2x6 STUD WALL ---- BATT INSULATION (TT P.) . -- - 5/8' x 10 AF3. • 36' O.C. W/ 3/16 x 2' x 2' WASHER (BOLT SHALL BE NOT LESS THAN l BOLT DIAMETERS 4-318 PROM CORN M AND NOT MORE THAN 12' FROM 7HE ENDS OF EACH NV IVIDUAL FOUNDATION SILL PLATE 2x6 P.T. D.F. MUDSILL IRE 1 GARAGE DOOR TOP Cr STEM WALL 1315 YONDD ' 4' CONC. BLAB ON 4' COMPACTED FILL DRI PER CONTRACTOR. THICKENED EDGE .� SLCe '3 If CONTINUOUS FOOTING ___ ° .C• ';DRAIN CONTINUOUS FOOTING 2 •4 CONT. RE BAR - PER PLAN ,GRAD r= 5EAM A T GARAGE a' O.C. GRADE 0 4 RE15AR CONT. WORT • 10'o.C. ._ VERT. * 16'o.c 1 a i i i t 1 3 ' 2x6 F IRR D WALL OR 2 X 4' STUDS W/ _ 2' AIR GAP BETWEEN STUDS 4 CONC. R - 21 INSUL. -• 4' CONC. SLAB U1/ 6x6 - U12.1 x UI2.1 W.W!" 1. ON 4' GRAVE FILL. 5/8' DIA. x to + . .. r DOL * 36 ' OC. ' THERMAL BREAK R -10 RIGID INSULATION W/ 2x4 P.T. MUDSILL 2 - 0 4 DIA. CONT. 3' UP - 3' IN NOTE: SOIL BACKFILL ON EXTERIOR SHALL. • , T (MAY v .. NOT EXCEED A HEIGHT GREATER THAN 1 � '�' 30' A;BV. TOP OF SLAB AT INTERIOR - SEE PLANS) FL OOR ELEV. UNLESS ENGINEERED WALL L 12 • I - •4 DIA. CONT. 3' UP DETAILS PROVIDED. FOUNDATI R E T� INING WA (' TO 4' -09 NIGH W/ PONY WALL) N ON-5E A RI NG SH WA LL FTG. C i CONTINUOUS HEADER OR ---�. ST6236 * JOINT (NOR AS PER PLAN) t+.OLUMN CAP * MULLION ! HEADER CONNECTION t SEE PLAN FOR SIZE i (2) 2x6 I ST6236 TIE STRAPS } CENTER ON JOINTS 1 NAIL R LLY 2x6 STUDS • 16' O.C. A35 CL I" * BASE TYPIC MIN. 1/16' APA RATED j 9 1- EATNING NAILED 9d * 4 o�c- (EDGES) 4 8' acIFIELD) _ - ------- CR►PPLES NA ILEC SNUG UP ALL EDGES BLOCKED UA0. _ TO POST W1 Ib►d * 4' o�c. 2x6 SOS PLATE NAILED Ibd • 4' o.c. St ACaGE1�D RIM OR F<"4DAT1O14 i 1;) ETAIL *A 4 I 1 i I , CONTRACTOR NOTE: All D imensions $ha I I E3e Checked And ver 1 r ied Pr ior To Cons truct ion. g /8' DIA. x iD' - 2x6 S • I6' O .C. • 3 f3 TCR A•8. N 48' O.C. 2x4 * 1 4 2 STORY - 3 STORY /, ( RE PLYWOOD 4' C)W- SL AIS OVER 4' USE 5/9' 01A. x 10' GRAVEL FILL W1 &X6 - W2.1 BOLT * 32' OZ. x 0.1 W.W11. M SLAB W/ 2x4 P.T. MUDSIL.L ) +s \ -6 MIL. VIOUEEN W1 1' SAND OVER • LIVING AREAS ISO 2 _ *4 DIA. 3' UP A 2 OR 3' DOWN INTERIOR 131EARING WALL ON SL A5 1' n To Reorder Puns I(811 )642 -3615 4 0 • �� N li U N TOP PLATES 4• BRICK VENEER 5 HEADER PER PLAN � STEEL LEoER L 6 x 3 1/7 x 5 /I6 A36 EXTEND 6' DEYOND CIPENNG TO SEAR ON IV fl % VENEER 4 I0 CONC. 67EM v _ 1 /2' ♦ DOLT THRU WALL, FOR ep-ivs OR LESS t � 0 3 I -EDGER ANA INTc7 SPANS CAN Ums � • •• HEADER * 3' IN IL 3 ' x 3 1/2' x I14' r F 4 M! E ACH END z w 640PORr WALL 4 ----•- .. VENEER 19Eti'OND � � � k UU .__ STEwa • Ir � V `•.•. -1w. • ..I «6 ` t•1N�1. !U -- RELIT ON BRICK 114 • t10RTAR JOINT ! 2x6' STUDS NOT TO EXCEED 24' O.C. 2x4' STUDS NOT TO EXCEEC> 16' O.C. -SEAL U t MALL TIES *4ALL SE COFOW010N ws AND IF TI�P'1 OF MADE OF $NETT METAL, SMALL HAVE A MK 11410QV&S's CAULK OF 000" IN. (NCB. 22 tj*ALvANIZED BNEET' GACA) My 314' \ . OR IF OF 1L314E, S14AL' .. AAVE A MIN. DIA OF 0.We IN. (No. S E3Ai. GAGE). WALL TIES• SHALL BE aPA�ED SO AS TO 8UP1- � R r NOT I'KWM THAN 2 SC ':T Or W 41 AI'N:A WT SHAL.:4. NOT . MORE THAN 24' 64 CE:y1TEl1i 140MZ. WALL, TIE$ SH4 " -' t4A\ LIP OR Hom ON THE E LEG THAT IML L E'':3rAGE OR ENCLOSE A HORIZONTAL JOINT REINImCpCEMENT DIRE WAVING A ILIA. OF a -i4b IN• ( NO- 43 SO, GA el OR eOUIV. THE JOINT RE 11 FORCEMENT SWALL BE :CNT. Wi TI4 BUTT Sf'1•.. �: E8 BE 11l�Ety TIES PEWITTIED. APPROVED PAPER SHALL. Ek. = 4PPLIED OVER THE 54EATNMCs. AIR ''ACE OF AT LEAST $14ALL• 9W MAINTAINED 15ETWEEN THE F;i •r..KING A11D THE VIMER SPOT BEDDING AT ALL TIES SHALL. BE OF CEMENT MORTAR - f m s `fir co r C � _.._. FLAS14i! 3 ; U)C OD JOIST U3 SYSTEM Y 14 oc- 310* DIA i WE HOLZ..'* �' f 1.219) •�t�� • CRAWL $PACE --- :: OR BASEMENT �--- -- & ` Ora c:' • bEt -- •• o •. • • JUN y 0 1 20 0 DATE REV ,• r i r 17" TO 19" SECTiO SHEET 21 PLAN NUMBER: COPYRIGHT C 2002 CRAHE DESIGN, Inc. • t • 0 O:•7ENItJG OMCK `ILNEEk 1 ELEVATION VIEW . Y � •••r �..+ �r � EN TRH - ��•, t �.�.. (2; •• 4 4 % * tRT . . TIED W/ '2 IVES * D'O.C. W/ .AL 1 E RNA rE i 4c>oK9 � METAL 10 . •. -r «... •'SOLID G F&;; ;JTED M 1 .• 1: 1 0 0A... , CORE _.. VERTICAL_. `--- 4' x 8' x T' BRICK ' ­VS CIA. UAW -TIES tt4 / DEC) JOiNTS i .ACCRO" PIAX. SPACNO OF 1 PER 0 -OF D IP'1E *iON P4 EACH DIRE i 12'o.c. vERTICAL. � COLUMN A' T ENTRY ! 2x6' STUDS NOT TO EXCEED 24' O.C. 2x4' STUDS NOT TO EXCEEC> 16' O.C. -SEAL U t MALL TIES *4ALL SE COFOW010N ws AND IF TI�P'1 OF MADE OF $NETT METAL, SMALL HAVE A MK 11410QV&S's CAULK OF 000" IN. (NCB. 22 tj*ALvANIZED BNEET' GACA) My 314' \ . OR IF OF 1L314E, S14AL' .. AAVE A MIN. DIA OF 0.We IN. (No. S E3Ai. GAGE). WALL TIES• SHALL BE aPA�ED SO AS TO 8UP1- � R r NOT I'KWM THAN 2 SC ':T Or W 41 AI'N:A WT SHAL.:4. NOT . MORE THAN 24' 64 CE:y1TEl1i 140MZ. WALL, TIE$ SH4 " -' t4A\ LIP OR Hom ON THE E LEG THAT IML L E'':3rAGE OR ENCLOSE A HORIZONTAL JOINT REINImCpCEMENT DIRE WAVING A ILIA. OF a -i4b IN• ( NO- 43 SO, GA el OR eOUIV. THE JOINT RE 11 FORCEMENT SWALL BE :CNT. Wi TI4 BUTT Sf'1•.. �: E8 BE 11l�Ety TIES PEWITTIED. APPROVED PAPER SHALL. Ek. = 4PPLIED OVER THE 54EATNMCs. AIR ''ACE OF AT LEAST $14ALL• 9W MAINTAINED 15ETWEEN THE F;i •r..KING A11D THE VIMER SPOT BEDDING AT ALL TIES SHALL. BE OF CEMENT MORTAR - f m s `fir co r C � _.._. FLAS14i! 3 ; U)C OD JOIST U3 SYSTEM Y 14 oc- 310* DIA i WE HOLZ..'* �' f 1.219) •�t�� • CRAWL $PACE --- :: OR BASEMENT �--- -- & ` Ora c:' • bEt -- •• o •. • • JUN y 0 1 20 0 DATE REV ,• r i r 17" TO 19" SECTiO SHEET 21 PLAN NUMBER: COPYRIGHT C 2002 CRAHE DESIGN, Inc. • t • 0 i v • .�"r"j'M`S."'p"11''�" '�!!!'":' „•.;'""1r`". r *�i•''1!�'!1rtN �...► r..�,•,. ...• „ T .�.:.•C"""o!'I'1+f!••.•'••� 1► ~.' "' ►�!""""i'"r'"'t���'"O�Tvmq% lm � CRANE DE SIGN, I Pessr•VR6 All LG_, F�lght 10 I'lAte Ors 111!6 SfReet .. Subject To Cr iminal F' e c:. rveut C EN RAL. �. -..... _�-. ��..__..._ .- _._-. � _ -- -•-_ _ • NOTEc I. CRAWL $FACE 1YENTILA - T ION, t IINIi"IUM NET AREA, 1 $0, FT. FOR JEACk 150 SCE. FT. of FLOOR AREA OP15�11Nr:sS TO 8E PLA(=Eta AS CL.CA To CORNERS AS i='IRACTIC.AL (MiN. 9' ALUAY FROM ANT' "OLD rrxH) ANr AWALL PROVIDE CRO VFNTiLATION ON AT I_FAST TU)O OPPOSITF SIDFS 2. CRAWL SPACE, UNOBSTRUC1 ED ACCESS, 1~11x1. IS'x24 . 3. ,ATTIC VENTILATION, 1/150 OF ATTIC AREA OR 11300 IF 1/2 13 IN SOFF!1 AND 1/2 IS 3' ABOVE PLATE LINE. 4. ATTIC ACCESS MIN. 22'x30 WI tN MIN. 30' HEADROOM UNOBSrRUCCTED, READILY ACCESSIBLE OPENING. 5. IN ROOMS NOT PROVIDED WITH AN OPERABLE WINDOW OF 1.5 SOFT. OR GREATER, A MECHANICAL VENT11_ATION SYSTEM, CAPABLE OF PROVIDING 5 AiR CHANGES PER HOUR, SHALL BE PROVIDED. r • 6. VENT DRY ER, BATH FANS, AND RANGES /OVENS TO THE OUTSIDE. 1. GARAGE AND HOUSE OCCUPANCY SEPARATION MIN. I HR. TAPED AiAD 1~INiSHED. GARAG5 AND BASEMENT SUPPORTS TO BE I HR. (!�/8' TYPE 'X OR EQUAL) S. TILE FOR SHOWER SHALL BF 6' ABOVE FINISH FLOOR WITH WATER RESISTANT BACKING. °b. ALL WATER CLOSET'S TO HAVE 30' MIN CLEARANCE SIDE TO SIDE. 24' MIN. CLEARANCE FRONT. Ira. EGRESS IN EVERY SLEEPING ROOM SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.1 So. FT. THE MIN. NET CLEAR OPENING, HEIGHT DIMENSION SHALL 8E 24' MiN., NET CLEAR OPENING WIDTO DIMENSION OF 20'. 150TTOM OF OPENING SHALL NOT BE MORE THAN 44' ABOVE FLOOR. Il. FIREPLACE CODE COMPLIANCE PER UBC, CHAPTER 31•-B, AND LOCAL BUILDING DEPT. ALSO REBAR AS t='ER SEC. 3102. 12. HEARTH EXTENSIONS - HEARTH SHALL EXTEND AT LEAST 16' PROM THE FRONT OF, AND AT LEAST S' 15EI OND, EACH SIDE OF THE FIRE PLACE OPENING. W1 -IERE THE FIREPLACE OPENlW -,.s IS 6 30. FT. OR LARGER, THE HEARTH EXTENSION SHALL EXTEND AT LEAST 20' IN FRONT OF AND AT LEAST 12' 5E1­0ND, EACH SiDE OF THE FIREPLACE OPENING. CONC. OR MASONRY MUST NOT BE 31,.11 PORTED CAN WOOD FRAMING= 13, APPLICATION AND INSTALLATION OF INSULATION AND VAPOR BARRIERS SHALL COMPLY WITH THE 2001 STATE OF WASHINGTON ENERGY CODE. 14. ' GLAZING iN COMPLIANCE WITH SEC. 2406 UBC STANDARD NO. 24 -2 AND WASHINGTON STATE SAFETY GLASS LAW. EXCEPTIONS ARE AS OUTLINED IN SEC. 2406, UBC. 15. GLAZING IN LOCATION SUBJECT 1 - 0 HUMAN IMPACT SUCH AS GLASS ON DOORS, GLAZING WITHiN 24' ON EITHER SIDE OF A DOOR OPENING, GLAZING CLOSER THAN 18' TO A FLOOD, SHOUTER DOORS, . • AND TUB ENCLOSURES SHALL ESE EITHER TEMPERED GLASS, LAMINATED SAFETY GLASS, SHATTER RESISTANT PLASTIC, OR WIRE REINFORCED GLASS FOR SKYLIGHT. - 16. SL IDING GLASS DOORS TO BE SAFETY GLAZING, LAMINATED, OR TEMPERED GLASS. . '1`1. SHOUTER ENCLOSURES 5HAL.L 15E APPROVED ORE RE i1 FORCED, TEMPERMD OR LAMINATED ^ 6AFETY GLASS OR Si-•'IATTEFR RESISTANT PLASTIC. Ia . GLAZING WITHiN 18' OF FLOOR OR LESS TO BE SAFETY GLASS. IS. ALL EXTERIOR WALL GLAZING SHALL BE DOUBLE GLAZED AND COMP WITH THE 2001 WASHINGTON STATE ENERGI' CODE. 20. TREATED UUOOD / WEATHER PER UBC SEC. 2306. 21, THIS OFFICF ASSUME$ NO FRESPONSIBiLITY AS TO THE PHYSICAL CHARACTERISTICS OF THE SOIL, N DOES THiS OFFICE VERlr THE ACCURACY OF THE ENGINEERING DATA SUPPLIED 15Y OTHERS. WHERE SOIL APPEARS TO BE OF POOR OJALITY, A SOIL ENG. REPORT SHOULD BE SUPPLIED BY CLIENT. CRANE DESIGN HAS TAKEN EVERT'' EFFORT TO ENSUiRE THE ACCURACY OF THE ATTACHED DRAWINGS, HOWEVER IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK AND VERIF=Y" AL.L. DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. 22. 1'141 ATTACHED PLANS ARE THE PROPERTY OF CRANE DESIGN, INC. ANY REPiRODUCTION OF THESE PLANS WILL 'VIOLATE COPYR LAUDS. THE HOLDER OF THESE DRAWINGS MUST PAY A FEE FOR THE USE OF THE MATERIAL TI~- IEREIN OR, BE SUBJECT TO LEGAL ACTION BY CRANE DESIGN INC. ENEFRGY NOTE.-5:- FENERGY NOTES E'ER WASNlN61 ON STA'T E ENERGY" CODE! 'I' RO',/IDE ANC MINIMUrl ,ADDED INSULATION LEVEL OF R -38 10 CEILINGS (R -30 tv 2x12' VAULT) R - .o '.UALL S t OORS OVER UNNE A tED SPACES R -10 At SLA PERiMEYFR, INSTALLED WO RIZONTALLY 2.4' UN D E R SLAB, UJHEN CONCRETE FLOORS ARE WI T"IN 12' OF GRADE. ALL OPENINGS AND JOINTS IN EXTERIOR WALLS SHALL a F_ SEALED, CAULKED OR WEATWF_R g t FerrED AT LIMIT AIR LEAKAGE. AN APPROVED VAPOR BARRIER SHALL BE PROPERLI" INSi'AL -LED IN ROOF, IN ENCLOSED RAFTER SWAGES, FOf;VFD WWERE CEILINGS ARE APPLIED DIRECTLY YO T "E UNDERSIDE OF ROOF RArTEIRS ALSO IN EX115RIOR WALLS. ' INSTALLED At MIL BLACK ViSQUEEN GROUND COVER, LAPPED 1' -01 AT ,JOINTS AND EXTENDED UP TO FOUNDATION WALL (REQUIRED AT ALL CRAWL SPACES). . PIREPL.A,CES SHALL. t`3E PROVIDED WITH! 4 TIGHT1.1 r- ITTING FLUlr DAMPERS, S. READIL'T ACCESSIBLE MANUAL OR AUTO CONTROLS. 51 101JERS SI--IALL NAVE A FLOW CONTROL DEVICE TO Lit-11 T rLOW TO .A MAX. Cr- 2.5 Gr-M PER SHOUTER PE SAD . WATER HEATERS ARE REQUIRED TO BE LA13ELED AS COMPLYING W/ NAECA 19Ol ELECTRIC WATER NE'A_',TERS LOCATED IN UNHEATED SPACES SUCH AS GARAGES TO 13E INSTALLED ON AN INr ""c" INSULATION s MIN OF 18' ABOVE FLOOR GAS OR ELEC. (R - MIN.) •coNTRACfiOR NOTE • A D im 1 n Sna i I� �s kid And V' i r i d � - "C I' NO ' � ' UCTURA :. I. DESIGN LOADS (VERIFY SNOW LOAD P ER A;TEA) A. ROOF LIVE LOAD 25 PSF (TOTAL LOAD 3 PSF)(W /'rli_E 45 P94c) k B. FLOOR LIVE LOAD •40 PSF (TOTAL LOAD 50 PSF) N C. SEI SMIC ZONE 3, V r 0.14W i D. WIND LOAD 22 OP .� E. 15011- - BEARING CAPACITY 1000 PSF ASSUMED. • $OIL REPORT REOV ON ANY QUESTIONAISLE BOIL. f' 2. FOUNpr4 To IONS • A. ASSUMED MAX SOIL 15EARIWvx CAPACITY 109W POP UNDISTURBED CWT. y B. POUR FOUNDATIONS ONLY ON UNDISTUptBED SOIL. (VERIFY) C. UNDER FLOOR SLABS COMPACT FILL TO 95% MMO. f• S. CONCRETE A. FOUNDATIONS AND FLOOR SLAB CONCRETE SHALL. 15E EQUAL TO (2 PSI). MAXIMUM WATER TO CEMENT RATIO, 5••1/2 SACKS OF CEMENT E'ER CUBIC YARD OF CONCRETE AND 6-3/4 GALLONS WATER PER 94 L8, SACK OF CEMENT- 2500 PSI ASSUMED COMPRESSIVE STRENGTH AT 29 MAYS. SACK MIN /CU. YD, 15. MINIMUM COVERAGE OF STEEL, 3' 50TTCII 2' SIDES, 1 -•1/2 WALLS. FOR SOIL, SEE CODE WHERE SOIL NO PROBLEM. ' A WT C. EQUIVALENT FLUID PRESSURE, MIN. 35 PER CU51C FOOT 4. RE iNFORCM STEEL' i NG A. ALL REINFORCI STEEL SHALL BE DEFORMED, iNTERMEDIATE GRADE, BILLET STEEL - ` ASTM A615 -'12 GRADE 40, NEU1, CLEAN AND i FZEE OF DIRT. B. 3PL.ICES, UTHERE P LOCATED AND APPROVED SHALL t3E A MINIMUM OF 12 INCHES (2500 PSI) . OR 30 15 AR DIAMETER (CONC. w 2000 PSI 40 DIA.) f , C. ALL REINFORCING SHALT. F3E TIG"TL.1' tTED AND Sl1PI•''OIRTEc� DURI N NG CONSTRUCTIG. .{ ' D. WELDED WI RE !' r:SW SHALL �E ASTM -Al". 1 . S. WOOD A. PER UBC SEC. 2 305 B. +HEADERS /BEAMS - SEE PLANS 1 OR ALL I SIZES AND SPECIES. . C. SEE PLANS FOR PL YUJOOD . ' •ro. STRUCTURAL STEEL ALL °S T1RIJCTURAL STEEL SHA BE ASTM A36, NEW.- CL.E.:N AND FREE OF RUST. PIPE coL. SHALL. _ BE ASTM a GRADE B OR ASOL, A36 STEEL. (ALSO.) . STRUCTURAL fRAMINC� . 4 ERAMiNG 0O BE IN COMPLIANCE WITH U15C SEC. 2320. B. f=ROVIVE MA ILING IN ACCORDANCE WITH UBC SCHEDULE 23'11 -•8 -I Tel • . 'STftCTURAL IENG; Si°E.CS TAKE PRECEDENCE -ovr=R MIN. NAIL ING °SCHEDULE AND OTHER GENERAL SPECS. . • . C. PROVIDE SOLID BLOCKING AT JOIST SUPPORTS AN BEARING PARTITIONS. P. PROVIDE BRIDGING OR 53LOCKINC3 AT MID -SPAN OF ALL SPAANS OVER 10 FEET.. ' E. USE APPROVED JOIST HANGERS UIHERE REQUIRED. ! F. RO TRUSSES! SIZES TO BE VERIFIED, DETAILED AND FABRICATED BY TR . INSTALLATION Rug MANUFACTURER. AND BRIDGI SHALL BE PER MANUEACTUREI� S SPECIFICATIONS AND INSTRUCTIONS. ALL tRUggES DESIGNED tjUgt BE STAMPED 15Y L IC. WA. STATE P.E. CARE MUST . FEE TAKEN DURING ERECTION 15Y 15UILDER TO NOT OVI =RLOAD TRUSSES lLIl'1•N BUILDING MAT. .-4 t0 ADEQUATELY BRACE TRUSSES. S. STUD WALLS A. USE 2x8 HF STUDS AT 16' O.C. (24' O.C. MAX.) PER IBC 232+0 W1 2x4' CO�IBTRUCTiON, SPACING NOT TO EXCEED 16 O.C. U!/ THREE STORY STRUCTURE 2x6' STUDS MUST BE USED +� LOUIEST LEVEL UJ/ SPACING NOT TO EXCEED 16' o.c. B. DOUBLE TOE' PLATES SHALL. HAVE JOINTS STAGGER' ED NOT LESS THAN 4 FEET. . MIN. NAILING OF 8 - 16d 0 48' tr11N. LAPS * EACH SINE OF JOINT W /16d * 12' O.C. BETWEEN PLATES FOR EXT. 4 INT. (LONG WALL_ f 4 3 STORY BLDG.). R �EWED . 9. R FOR CO DE COMPLIANCE F A. APPLY ROOFING 'IN ACCORD / %1` -ICE '•,i�11'i• -I U15C. SEC. � APPROV B. PROVIDE ATTIC VENTIL. ,TiON �4 9 INDICATED ON RCOF FRAMiNG FLANS. i SECT. 15 5. Y Z 3 2004 nF NO 4 FLOOR DI APHRA_�: JUN 30 20 04 M!NIT` U" 19/32' THICKNESS A. �A RATED T014GUE 4 GROOVE 83; IEATWING WITH loci NAILS ��urc * G PANEL O.C. AT SUPPORTED SHEA PINANEL E ERMEDIATE ci N DGES AND !0' O.C. AT 1 T Of Tukwila FRAMING HEMMERS (SEE ARCH, PLANTS AND / OR GENERAL MOTES FOR REQ'SA t)MSION vila a SPECIFICAT ON''50- i. USE 2,000 PSi CONCRETE SPECS AT 28 DAYS. 2,000 PSI MAY BE USED BUT PZECOMMENDED NIGHER STRENGTH, VIP . USE ASTM, A I D - 6B OR E QQUAL GRADE 40 REBAR LAPPED 30 ' MIN. A T SPLICES, COANE" 4 INTERSECTIONS. IF 2,000 PSI CONCRETE, LAP 40' DIAMEtE}R MIN. I. THE TRUSS M ~ACTURER SHALL f4WVInE ALL. DESIGN AND ENGtNEERlW -x WITH WASHINGTON STATE P.E. STAMP ON DESIGNS. DURING ERECTION OF TRUSSES, THE BUILDER SHALL TAKE CARE TO ADEQUATELY BRACE TRUSSES 4 ALSO NOT TO OVERLOAD THEM WITH EXCESS 15UIL•DING MATERIALS. erd o e G �r rlor o Conb tructlon. To Rec order 1 1(811)642 2 y . r ,-, .� 9 L , 4 4 , j L o 1 V. > R U ., Ia �.�..� o L 19 F" N V 1. V v •w w _ • • a 4 . �LO X q LU CC 0 1j " CU ..... . to Pw �-- L t n T -. d ` raw O -�. LU DATE: DRAWN- SHE -E: , 1' REV.: PLAN NUMBER C.CP!'QICIPT 0 2002 C A ANIF nF Q1(%mW Inr• .i I ■ i i i 1 i i t f i I + J CRANE DESIrN, Inc. Reserves All Legal Right$ To Material Can This Sheet - Subject To Criminal Prosocutlon TABLE 23- 11 -5 -1 N AILING 5 CONNECTION I. Joist to sill or Irder, toenail 3_dd 2. Bridg to J oist, tome I I ea ch end 3. 1' x 6' (2b mm x 152 mm) sulvrloor or Tess to each ,Joist, deice nail - 4. Wider then i' x 6' (25m x lb2mm) subfIvor to eac J oist, face neII 3 -801 5. 2' (51mm) subrioor to Joist or girder, blind oand ra nall 6. Sol* plats to ,Joist or blocking, typical race nAil 16 at tb' 4¢+bmm) o.c. Sol* plate to ,joist or blocking, at braced wall p anels 3 - 16d per 16 (406mrn) 1. 1 op p le to to s tud, and na I I 2 - I& CI 8 Stud to sole , plate 4-8d, toe I t or 2- end n 9. Doub studs, face ma il - 16d at 24 (610mm) oz. 10+ Double top plates, typical face nail r` lbe l at 24' (610mm) o.c. Double top plate$, lap splice _ i _$ _l6d 11. Blocking between �olets or r to - top plats, toenail 3 -ad • . •rw■ � • w fro w ■ +-wr � •• _ s_.•..•.-.- -___.w.. �•r+� -• 12. Rim foist to top plats, toenail 8d at 6' 052m o.c. 13 Top_ pla tee, lees and intersections, race r � • _ ...._.. _ 2_1601 14. Con tinuous header, tw o pieces A 16' (406mm) o.c. along each ad e 15. Calli rolsts to plots, toemll 3_8d 16. Contiruou header to stud, toenail 4 sW rin "s r"% net o In this zone 11 moon roof' height. 9 Is rseterrlh�en 25 feet (1600 mm). • 11 ,01 u Q 0 NOT ISEAR NO L. GE N E RAL *, � BU RNING t • SOLID FUEL A NG PPL I ANG E S � . i0 - Solid fuel burning applia include airtight■ stoves, Tire ploces stoves, room I. PILOTS, ISUilNER, HEATING =LEMENTS 13. Alts DUCTS PASSING TNROUGW �8. APPROVEP HANGERS TO BE " o� r � > g heaters /fireplaces stoves, rectory -built fireplaces, and fireplace inserts. SWITCHES OF THE FURNACE AND H.W. GARA 9 iLlAL■LS , FLOOR OR , • USED At ALL COi�h1EG OF U � cEILIN4 ARM TO BE NO 2b � `� � � SHOULD BE A MINiMUi''1 OF IB' Ak30vE � . Unless otherwise adopted kin County, all solid fuel burning AFTERS, J.1CK OR !••TIP TRUSSES rning eppltences N r � shall comply with 1991 U .B.C. Y 199f UJ�•1• TOT E MAIN GIRDER TFWSS. y , p y c ,A THE GARAGE t�E F�,pQR, rNEBE SHOU 'GALv�IZEp grLEL WITI•� ALSO 151 PROTECTED AC,AINST ANY �OPENIS INTO 1 NE GARAGE, T RLJSl3 MAN UFACTURER TO PRO- � o w � � � 5 HEATING VEHICULAR COLLISION. IJG VIpE T1'Ir's $ r y 4 F 3 Each dwellln unit *hall be provided with hosting fa cilities, capable 1.ANDINIsS OUTaiDL TO BE NO capable or MORE THAN I' BELOIU THE 1 3. NONDEARING WAL.1..8 81 �(,Ilp BE � � . maIntoIrving 1 sF at a point 3' above the Floor In a ll habitable rooms whom the P. EXIT DOORS SHALL !SE OPERABLE THRE5g0LD. 44EL D DOW FROM TI-0 TRUSS TO N U F o v t y to d ,4PR outside temperature to as set rorth In Section 310.11 U.B.C. FROM THE INSIDE WITH A NIGHT -BOTTOM CHORD LUITN AN P- l > � 4 , .r A. Fuel burntn a q uip ment located within the I 1 LIGHT, DEAD BOLT, OR SECURITY I - OVEP FASTENER INSURE TiRUSS � � � g q p S u l e� ng CHAIN MOUNTED AT A HEIGHT OF �. INTEird�1EC'71ATE RAILS TO CAE � � • envelope (c under they WAM.C.) shall obtain p 48 MAXIMUM ABOVE F IN I SNE D NO MORE TWAN 4 APART. CORD W LL. to e c n L°`t�TTOM H I ( o d combustion air from outdoors, meet N N the p rovi sions or ONi3EARING1 WALL. g .�' FLOOR Section `101 U.M.C. - !a. STAIR HANpRAit_g AND NAND GRIPS which Im. ROOF TO ESE ANCHORED TO RE 3. ALL WOOD IN CONTACT U1►TN ARV 1 O NAVE I1�4' TO 2' CROSS t SlST NET WIND UPLIFT � � `� NOTE- 1°3l.IILDING ENVELOPE The elements of a building which $`� � k g 45 u enclose condittonsd spaces through which thermal energy may CONCRETE OR MASONRY* SHOULD S E(.1 IUNALS AND RETURN TO WAL USE SIMFsn.ON 'N' ANCHORS. OR be transferred to or from the exterior. 15F. PRESSURE TREATED U100�.,� t'Ct�l 4rtNUOUa) EOUIV�ALGhjT• AND BRAWN E D BY AN A f PIROvE D , X Be lZS AGENCY. 11, 5 /g' t "PE 'X' Coos. UNDER ALL II. TRUSSES l'1iLL NOT BE FIELC� ALT - � 13. Fuel burntn equipment located outside the bulldin ■ Stall WELLS AND DOUBLE LAYER ERE W ITHO U T PRIOR B • envelopes Ii meet the provisions or Chapter 3 U .C. � 4• L I V ING � � D � � IJiLDit�Cs • 11. Collin oist, la es over artitione, rocs Hell � 3 -16d � NG ROOM CEILING 13 24' � � IF STIRINGER SPACI w 18. Ceslit outs to arallel rafters, race nail i8 ARE DEPART!riGNT APPROVAL OF ENCs- 3 - Ibd C. Ductwork, location end source ABOVE NAL.LWA1' t�11••11CH LEADS - THAN 16'o,c. lNELRING CAL.CULAT10Ng. , u ce of combust sir refer TO SLEEPING ROOM$, A Si'1oKz- 1 9. Ra to plats, to eerlll i I _ . - � , . _..•. �._. 3 8c1 To Chapter 6 U1`1.C. � .. � � � - 20. I (25mm) brace to each stud and late:, race n a i l 2 - 8d DETECTOR UAL.L. BE INSTALLED I8. WATER NEATER SHALL BE 12. TRUSSES $HALL ' HAVE DETAILS ` AT THE WIGNEST POINT. SEISMICALLY STRAFF 9:> AT A AND DRAWINGS ON SITE FOR FIELD T 21. i' x 8' (25mrn x 203mm) sheathinEor� lose to each bearin , face nail 2 8d All warm -sir Furnace shall be Ilstecl end labeled by a approved ag ency end . T I .__ w.•._._____._.__. _____....._.._.._._._..._._. _ _ - _.._ ___._..._._ 9 y .. . • . � � � C�iN. W TµIN THE R 1 /3RD AND � INSPECTION. Wider then (25m x Zm3mm) shoat to each bearin face nail 3_8d Installed to Ilsted specirleattons, Chapter 3 UJ`1.C. HE LOMR 1 /3RD OF I TS VERTICAL Z3. l5ullt c orner studs Ibd at 24' (610nm) o .c , 5. RECESSED LIGHTING FIXTURES DIMENSION. THE LOWER STRAP SHALL. 13E NOT LESS THAN 4 INCHES AMovL 13. pt�DvIOE SCiaEENEI� BLOCKING Appliances Intended for Instal Ile t ton In c losets, alcoves or confined spaces shall gNOUID' BE I.C. 1Q,o,TEp AND THE OV . Z4. Built girder end beams ?Od at 3 ?' (813mrn) o.c. et top end � E CONT Erb SUPPORTS. bottcm end eta if *red 2 -200 be so Ilsted. $action 304.2 UJ'1.C. ENCLOSURE LiNED WITH A 1/2' IROLS. at ends and eac s l ikes G.U1.B. TA � , . • . '� TAP AND FINISH. 19. WINDOW MANUFACTURER TO PRO. !4• $W ADED AREA° • FRAME OVER r 25.20 51 --a - ------ -- - No warm -sit furnace -shall be intalld In a room Used or designed to be used - E , o.c. C 5lrrtrn l Id 2-16d e t e beer t o 9 - . VIDE PORT WOLFS IN EACH WITW 2x6 RAFTERS • 24 ---- ---- -- ------------------ -• ---- - as a bedroom, bathroom, closet or In any wwlosed specs with access only 26. Wood structural panels and particeiboard:3~ �' throw h such room or ace x WINDOW IN EACH HABITABLE ROOM. a r. 8ubf Iecr, roof end well sheathing to rrdmin ): N Inch 25.4mm) g p , e ce,pt direct vent f urnace!#, enclosed furnaces and to, ALL DUCTS, PLENUMS, AND ENCL- � - g g electric heettng furnaces Section 304.5 U.M.C. 4 ' 4 i12' and lase � 6d e � �- 08URE TWF�iOUC'sl4 OR ALONG UN - 0• WATER NEATER PRESSURE RELIEF ` No warm -a ir furnace *hall be installed in a closet or A lcove lose then 12' wider HEATED SPACES.( INCLUDING THOM V ALVE TO DRAIN BY GIRAVITY FOUND A T I ON . 19/32' - 3/4' �+Bc�' Gds then the rurnaGee or furna •� TO 'EXTERIOR. I � •118' - t' 8d e furnace* Installed with a minimum clear working space lose FROM GARAGE INSTALLATIONS) R OR. UPC 608.5) than 3' a tong the ids the furnace. Section 3041 UM .C. SHOULD BE THERt'• ALI- ' iNSUL.ATED . i I/ 1 i/4' � s sides, beck end top of _ .. Z�. Pen i � .� .-- .. EXCEPT THOSE INSTALLED - w L.. L�48Nihk, r el siding to f am ng)i Lt uer ed 15ETUJEEN i• C�AL.VAt�IZEt� META F . q I petroleum, 19a burning appliances shell not be installed In a pit, U1,a►LL.S O IN �► S TO 15E INSTALL,Ep METWEEN 1/2' (13m) or Tess b basement, or similar location whirs heevleer - then -air. R PACE NOT EXPOSED 9 g TO OUTSIDE AIR ° � - � GQNGRETE 3LA�, AND UJOOC•� 5/e • f l�srnrn) es mi ht collect. _,._ ____,,._.• - _ _-__ 13d Appliances so Weled shall not be insta In en i above - gre ds under f loor - MATERIAL AT EXTERIOR 28. Fiberboard sheathing: . space or basement unless such location is provided with an approve cl PORCHES AND LAN 1/2' (13mm) "'����: DINGS TO N It gd s meant for removal or unburned gas. Section 304.5 UM.C. (Approval must .� CRY t _RiM JOIST. ER MO E>04AUST DUCT , be granted by three But Icing Of rteie 1. .. :.. No. 16 e� NOT EXCEED A TCaTAI - OF I. ATTIC VENTILATION AS PER OC . 23/ 23' (20mm) a Nesa end cooling equlprne�nt located in a gere►ger end which generdteere e $MALL N COMBINED HORIZONTAL. AND V . RT 5053 U.B.C. SEE VENTALATiONS 2' CONCRETE PIER PADS SHOULD No. It IW glow, spark or ri a mo cA able o f 1 n itin flammable vapors shell be Ins ICAL EFFECTIVE LENGTH OF 14' - ' PROJECT AT LEAST b A!'IOVE . g� g eta ed 0 . CALCULATIONS PROVIDED. Cx UNLESS F•'RES°KJRE a with the pilots and burners or heating I p Ito. l6 a F'' d ng a emeents end switchees at lead. f8' Alboves TREATED MATERIALS A U ---. the f l . Interior arelin oor level. Seetlon 303.13 U.M.C. .. � '� 2 1/ENT � � RE SED. 1 213. . p g OPENINGS $WALL 15E � 1/4' (6 4mm) Ie 0. MASONRY FIREPLACES SHOULD COVERED WITH CORROSION 318' (9.Sn,m) 4d 1 ' ire dampers need not be Installed in a ir ducts passing through they wa li, floor, t3E PRovtDED WIT" A TIGNTLI RESISTANT i H Jb or cetlin separating a residence (Group R, Division 3 occupan From a gereg a FITTING FLUE DAMPEIR AND A ' �Eg WIT14 ; .(Group , DiVlelon I occu anc rovided such duct$ within the OF 1/4 So. INCH i Common or box nail s me be used exc t where otherwise stated, h y� the gar are con READILY ACCESSIBLE •MANUA,_ r y °�' structed of steel having a thlckne ise not less than 0.019 inch (No, 216 Galva CalTROL.. AN OUTSIDE SOURCE - �' --- --- r..- r.... ..... # spaced at 6 inches (152mm) oncwer ter at ed es, 12 Incree 010!4 n) at Intormediate $sheet gauge) and have no openings into the g arage, Section 302.4 U.B.C. OF COMBUSTION ,4 !. A oupports except 6 i nches (152 at all suports w�e *pens a re 48 Inches (121%%) or g 9 ON IC? SHOULD ME 3. ROOF vALLEYS TO HAVE 29 LL EX POSED INSULATION MATER - more. For nalll or wood etructurdl ppenal and erttcelboard die a ms and sheer well$ PROVIDED UJITI••i A DUCT OF 4 SQ. �,,gUGE GAL�A FLASHING AILS iNCLUDING FACING SUCH AS refer to Section 231533 end 2315.4. Balls for wall sheathing me be common, box or easin . 31S an lr furnace inste llstions to attic$ or crawl space 6 shell comply with Section INCHES MINIMUM A A _ VA c� ►R 9 y 9 319 end 3 20 U1.1.C• RE AND 14EA fi=' M LsARR1ER3 OR .UEia►TNERED • OILY OPERABLE DA�''ER AS PER U)OOP SHINGLE OR SNAKE TO 8 i. E �''' PE SHOULD NAVE FLAME SPREAD -r BG or deformed shank Every appliance (dr, er, range, etc.) deli nerd to be vented shall b 05C NON ION 4Qa2 T • � � / Or•E DEVELOPED RATING SHOWN y aJ a connected to OF HE WA81'r•11NG rat INSTALLED PER 199`1 UDC CHAPTER r ;Gornmon. a van ttng system complying with C.heptesr , U1"1.C. STATE VENTILATION CODE, iREP- .ON 1,.1450 OR LESS. t5- 1 TABL!� IS -B -2• Deformed shank. � _ � s3cC. 310 2. U.B.C. • ; Ls 4D .... $Corrosion- res siding or easing malls con •ling to the requirements or Section ?3043. Ever f a ct or built chimn Types L v ent, Type B gds vent or T 13U1 as vent �F < she i I bas tnsta i ed t e yp e 5. AS I, r AL•T $t�.NGLL (COMP) To ESE L& 0 astaners ace 3 incrms �6mm) on center •.xterlor $edges end 6 Inches (152mm � n ceordamce with the t " me of Its listing, manufacture o inst - S. WATER HEATERS LOCATED IN THE ' • - on center el! intermediates supports. ructlone and the ap p rovis ions :� %! A PER 199'1 UE�C CHAPTER s > � pp p ns of Chapter 8 U.M.C. U"1C GAR,A�sE OF UNHEATED FLOOR ARE 15 � �T,4BL_E bCorroston resistant roofing nails with `1 /I6 Inch dlemeter (Timm) heed and I 1/2 - inch (3$mm) � TO BE INSTALLED ON iNC:OM B le th for 1/2 - Inch (l3mrn) slneathin and 1 3/4 - inch (44mm) I th for 25/32 - Inch (2 mm) 'dent connections $hall be installed within the s p ace or area in which t a p p li an c e 'z'14E' C `� D FOR O g � p he � � REV SSIBLE INSULATION. fa. 22 x30 ATTIC ACCESS TO BE W* �s conforming to the requi rements of Section 23043. is locat =d and shall be connected to a chimney or want in such a manner as to C�pl� � " CorroeIon- resistant staples with nominal 1/16-Inch (Ilmm) crown and 11 /8 -inch (29mrn) t th maintain the clearance to combustibleee er Section 815, and Table 3 -C U.M.C. PROVIDED FO!R EACH SEPARATE CODE ATTIC AREA WITH No LE W r' for 112-Inch (13rnm) shsa thl end 11/? -inch (3800) l ength for 25/32 -inch <24mrn) sheat � � i0. NC?T C 88 T AN 7•■ �nforrnin to the r of Section ?3043 g DUCTWORK: AND COLD WATER NEATER w . 30' FOR NERD QP�004VF� 9 q PIPES IN THE SHOULD BE: c ROOM. ATTIC AGCES°.� O 1 ePanal supports at 16 Inches (406mm) 20 Inches (508mm) if etresngth axle to tie tong A. Duct systems shell be of metal a set forth In T a bles Nos. INSULATED WITH MINii`1 M R -3 ngJUL• Dry. TO WAVE R -30 INSULATIG14 ryllNtP'ilgl. b -A► 6 E3 4 b -•C or factory made a Ir eructs tom i In with AND 1 A' direction of the pa ne l, un otherw a rn erk�ed . C a ll or finish nails spaced h Inches - - p y g WITH A FLAME SPREAD � 25 Of� on WE 1~HER STR IPP ED. NOV 2 3 2004 C IS? mm) P anel I ed es 12 Inc (309�r m) e t In inngg Chi! ter �6 NQ Inc hes t mead eke supports. U.M.C. a p 9 �• ut'p p LESS. 1�ARDUTARE To PROVIDE TiCsl -IT Pane supports at 14 Inches (610mm). Casing or ftnteh nails $paced 6 inches (152mrn) B. Joints and Beams shall be substantially airtight, Sec 601.6 CLOSUiRE. • on pane( ird es, 12 Inches (303nrm) at Intermediate su w `�'p Table No. ro -A (rectangul ducts) and Table Nob -B (flat, Ovsl, . C. Installation I. RUSSES TO ESE DESIGNED AND Y and round ducts) U , 1"I.C• � - 11. THE SHOWER SURROUNDS �,RE TO ST ESE A 9MOOTW, HARD AND NON $TAMPED Bl A WASHINGTON cit TABLE 23 �UCTuR,�L FAN5LInstallation of ducts shall comps with Section bm3 U.M.C. U1 ADSO STATE STRUCTURAL ENGINEE C)�����N RBE T SURFACE NOT LESS R. nUILDING �u� ROOF 5HEATHI N 5 G H E � U L E D. Duct Insulation ehdi I I be Insta In accor with w ! THAN 10 ABOVE THE DRAIN INLET. 'CAL CULATIONS ARE TO BE WE3!'1- ROOF FASTENING ZON Section X604 Ur1.C• ' � I T TED FOR CODE COMPLIANCE • _ 1 3 F- ARIOiQ TO FABRICATION OR PER- e etenln u e - ... i2. G Y PSUM WALL. BOARD BACKING MIT ;SSUANCE. USED FOR T _ nF o I (bid ter) R UB OF 5HOWE R ENCL _ _ WATER ' 'WIND REGION NAILS PANEL LOCATIO X 25.4 FOR mm 4 FT. 4 T. d T. Jl � Gr ea t er than W mph 145 8d common Penal sd ss 3 �, �, 4 03URES SHOULD BE OF A WATE RESIS i ANT MATERIAL DO NOT N ) Panel field b 6 164 I N STALL OVER VAF�OR B ARRIER 2_W _ �....�_ - - - -- - - - - -- :F-- 5 FT. (I CLUD iNG i FT. O T 5 • t ear then 80 m (I ?9 Sal common Pa sd s �, 6 4 ,O� R�,.�,Ai,;�,) ON WALLS OiR ON THE CEILING, �M�T V,: ) to 90 (145 km�h) genet field i? i6 6 ALA. INI~oF�r1,� r �N PROYi DE D m h (1 ?9 twn/h) o► �r*s common Pa nel *does r, b a ON THIS SHEET 13 PER THE p Panel Field 12 t2 12 STATE OF WASW INGTON 199 DRAWN: N Applies on to mean roof heights up to 35 rest (W lee mm). For mean roor heights L,I•E3.C. weer 35 root (t0 I" "M), the na i l ing "It be des ignsd. The root restoning sor►os are shown to the right. ROOF RIDGE VERIFY LOCAL Oooes IF $lags epeertng also eppit over roof' framing at Sabi$ -end well$. CONSTRUCT ION 19 IN OTHER, SHEET Al 8d ha i THAN USA. STATE. "CONTRACTOR NOTE: All Dimenslons Shar Be Checked And Verifi Prior To Construction. ROOF FASTENING ZONES To Reorder Piano K811XP42 -3615 1 � .. .. • a• +•l••7. y ,�,.,•.pg.• . ..,,. -r wr4. s.. i.• 7► .`.ryn 4 n• .,•" ,■•• .►- • �• `^ .• n ." ' .. .� _�„ _ _. •� �. Y•• - ... . •.• ._ . -- s ��- T .. -� - .. �_.._ may �... ..•,• 7"'+.. • . ..•. . - • .- •• - _ ... .. _-.... �. .,. 1 i� .7 OF PLAN NUMBER: CCPt "RIGHT 0 2U01 CMANE Inc. x 0 w Y - +,' .t r ■r•::.:• ...1■ S - V7 aL4a"*v"OP64016upwoo 0 % Mews M► A.s +.11'•K• -• a r DOAK HOMES, INC. NWI/4 SECTION 10, T23N R4E SANITARY MANHOLE RIM: 23.04 IE 16.17 CB1 TBIA: EAST FLANGE BOLT GRATE; 23.14 OF FIRE HYDRANT IE• 20.79 ELEVATION: 25.67 30' ROW PER PENHAl1LEGON AS -BUILT FOR CITY OF TUKWILA DATED 1/14/03 ►i { EXI T1NG 6" PVC SIDE SE R STUB -OUT c - 00 n n W_ BASIS OF BEARINGS: PLAT OF BENNETT'S INTERURBAN TRACTS ELEV. DATUM: ASSUMED CONVERT ELEVATION TO NAVD 1988 BY SUBTRACTING 3.30 FEET SITE ADDRESS: 3805 S. 116TH STREET PRIVATE ACCESS ROAD HAS A NEW IMPERVIOUS AREA OF 2738 SQ.FT. TAX PARCEL NUMBERS A - 073300 -125 B -- 073300 -130 C - 073300 --131 UTILITY LINE IL 8 17 w EXISTING S EXISTING OH EXISTING = EXISTING G EXISTING EGEND WATER MAIN SEWER MAIN OVERHEAD UTILITIES STORM DRAIN GAS MAIN C83 GRATE: 21.7 IE: 20.38 f —� C84 GRATE: 21.83 21 SET PK NAIL & FLASHER #22594 IN ASPHALT - S �� o CB37 `X SQUO UO: 19.24 CB36 GRATE: 19.06 IE: 16.66 TBM: EAST FLANGE BOLT FIRE HYDRANT ELEVATION: 23.16 � wome SANITARY MANHOLE .RIM: 22.48 N � � t r � oil b m 0 N "OIL r ` EXISTING CO CRETE. WALKWAY r• per', •�•= -: N TRACTS 8 W 8 9r o rr r wrl • M ^ t • .... 777 » .. 'i > - . J 23 ":8 WIDE ASPHALT: 1��AD • .• . •. , • , _ ,. VICINITY . � _ . ; • • .- G N9 " E _ G 3 x To scAE C 20.00 40.00' 40.00' 40.00' t - U t/1 .�. ' CB5 r W RATE: 22.16 _ : 4 I 3 , -`-- - I E: 18.76 r O N 3 t # ..� ' ` 22' PRIVATE ROAD EASEMENT FOR INGRESS, EGRESS, UTILITIES AND DRAINAGE - FOR THE BENEFIT OF PARCELS A, 8 AND C = Y W_ tD N 0 � � N to 4# ' L I RECORDING NO. 20040503000886 POWs 4 V i• 3 22.00'• . t _ Z REVIEWED' r 2�. ... o _ I z Coot cc" pL ONCE 05 I C� APR 2 T 2c% cp > :. I Ir 4 1 +- ♦w r t t �••� i 1 f O 0 O 29 30 31 32 (NET (GR S) W i '� �; ' ; ` ' z :p I } I 1 Ln N& 5 2 00 n a•9� 0 9000 v ( oft mrkw vpvm is w w� � c ' AT LEAST ONE CORNER OF THE FUTURE RESIDENCE ON PARCEL C 'd RddCopy W L , MUST BE WITHIN 150 FEET OF SOUTH 116TH STREET, 1 1 UNLESS OTHERWISE APPROVED BY THE CITY OF TUKWILA. �"'� 01 0 c* F FUTURE n i I ' VON RESIDENCE .� � � � + � F. F. 22.0 � �\ i N \ I O CD _ C�► of 71�IowNt 04 at 799 s .ft. _- lo �s7 OED - C R p F E CEIVE D .. ' 1 7Y � �KWI .44 .7%\ 0 � � 1 82005 a a a C' S � PEFIMI1' CE -P N'T S - I LEGAL DESCRIPTION: ER , •�� 57.5' I I PARCELS A, 8, AND C OF THE CITY OF TUKWILLA BOUNDARY LINE ADJUSTMENT U NO . L03 -039 ACCORDING TO THE BOUNDARY LINE ADJUSTMENT RECORDED Z " ce UNDER RECORDING NUMBER 20040526900006, RECORDS OF KING COUNTY, z � \ WASHINGTON. z O . � m Z ado 21. 7' 20.00' 40. 40 40.00' 40.00` ~ "� r- 89 53 -47 •E N89 53 47 E(DEED) 270.36 (PLAT)(CALC) N89 32 14 E 289.07 t w S ' • •; ' • S S 5 s s > as 0 '. • • POINT � �• • ''• Z? BUILDING SETBACK LEGEND cm ••• • •• (MINIMUM SETBACKS TO PROPERTY LINES) W r n A 'o •' F FRONT YARD SETBACK = 20' MIN '" r�� A � C838 z GRATE. 20.12 2 SECOND FRONT YARD = 10 MIN. I E: 16.45 "'`' �•. SEWAGE PUMP STATIO A-cs SIDE YARD SETBACK = 5' MIN. VAL -U -VIEW SEWER DISTRICT R REAR YARD SETBACK = 10' MIN. BUILDING SETBACK LINE SHEET 1 Of 1 =r Y �.• . ii 4/YM.•'.�V•.V -... . -•.w •... r•••• �•. ►w�••w_�+•.•►••••••r.•n�r.w+�r� ..- wr•rp• ► +M�r•ar. .A•w• +w.. .,-•r. ,.� -. r.+ � .. ..� .. .. s _ XA ~ ~''�!��������' •IiA�,•N A'�' *•••., ••w•M 'y+.�.. ••.'•••�{y .•. •gyp' s.f �- «tx..:ir: -� r� �4 PARCEL A PARCEL B PARCEL C AREA 9368 SQ.FT. 7913 SQ•FT. 6799 SQ.FT. ROOF & DECK AREA 2094 SO. FT. 2094 SOT T. 2094 SO. FT. DRIVE & WALK AREA 504 SO. FT. 504 SO. FT. 573 SOY T. TOTAL IMPERVIOUS AREA 2598 SQ•FT. 2598 SQ.FT. 2667 SQ•FT. TAX LOT NO. 073300 -125 073300 -130 073300 -131 C83 GRATE: 21.7 IE: 20.38 f —� C84 GRATE: 21.83 21 SET PK NAIL & FLASHER #22594 IN ASPHALT - S �� o CB37 `X SQUO UO: 19.24 CB36 GRATE: 19.06 IE: 16.66 TBM: EAST FLANGE BOLT FIRE HYDRANT ELEVATION: 23.16 � wome SANITARY MANHOLE .RIM: 22.48 N � � t r � oil b m 0 N "OIL r ` EXISTING CO CRETE. WALKWAY r• per', •�•= -: N TRACTS 8 W 8 9r o rr r wrl • M ^ t • .... 777 » .. 'i > - . J 23 ":8 WIDE ASPHALT: 1��AD • .• . •. , • , _ ,. VICINITY . � _ . ; • • .- G N9 " E _ G 3 x To scAE C 20.00 40.00' 40.00' 40.00' t - U t/1 .�. ' CB5 r W RATE: 22.16 _ : 4 I 3 , -`-- - I E: 18.76 r O N 3 t # ..� ' ` 22' PRIVATE ROAD EASEMENT FOR INGRESS, EGRESS, UTILITIES AND DRAINAGE - FOR THE BENEFIT OF PARCELS A, 8 AND C = Y W_ tD N 0 � � N to 4# ' L I RECORDING NO. 20040503000886 POWs 4 V i• 3 22.00'• . t _ Z REVIEWED' r 2�. ... o _ I z Coot cc" pL ONCE 05 I C� APR 2 T 2c% cp > :. I Ir 4 1 +- ♦w r t t �••� i 1 f O 0 O 29 30 31 32 (NET (GR S) W i '� �; ' ; ` ' z :p I } I 1 Ln N& 5 2 00 n a•9� 0 9000 v ( oft mrkw vpvm is w w� � c ' AT LEAST ONE CORNER OF THE FUTURE RESIDENCE ON PARCEL C 'd RddCopy W L , MUST BE WITHIN 150 FEET OF SOUTH 116TH STREET, 1 1 UNLESS OTHERWISE APPROVED BY THE CITY OF TUKWILA. �"'� 01 0 c* F FUTURE n i I ' VON RESIDENCE .� � � � + � F. F. 22.0 � �\ i N \ I O CD _ C�► of 71�IowNt 04 at 799 s .ft. _- lo �s7 OED - C R p F E CEIVE D .. ' 1 7Y � �KWI .44 .7%\ 0 � � 1 82005 a a a C' S � PEFIMI1' CE -P N'T S - I LEGAL DESCRIPTION: ER , •�� 57.5' I I PARCELS A, 8, AND C OF THE CITY OF TUKWILLA BOUNDARY LINE ADJUSTMENT U NO . L03 -039 ACCORDING TO THE BOUNDARY LINE ADJUSTMENT RECORDED Z " ce UNDER RECORDING NUMBER 20040526900006, RECORDS OF KING COUNTY, z � \ WASHINGTON. z O . � m Z ado 21. 7' 20.00' 40. 40 40.00' 40.00` ~ "� r- 89 53 -47 •E N89 53 47 E(DEED) 270.36 (PLAT)(CALC) N89 32 14 E 289.07 t w S ' • •; ' • S S 5 s s > as 0 '. • • POINT � �• • ''• Z? BUILDING SETBACK LEGEND cm ••• • •• (MINIMUM SETBACKS TO PROPERTY LINES) W r n A 'o •' F FRONT YARD SETBACK = 20' MIN '" r�� A � C838 z GRATE. 20.12 2 SECOND FRONT YARD = 10 MIN. I E: 16.45 "'`' �•. SEWAGE PUMP STATIO A-cs SIDE YARD SETBACK = 5' MIN. VAL -U -VIEW SEWER DISTRICT R REAR YARD SETBACK = 10' MIN. BUILDING SETBACK LINE SHEET 1 Of 1 =r Y �.• . ii 4/YM.•'.�V•.V -... . -•.w •... r•••• �•. ►w�••w_�+•.•►••••••r.•n�r.w+�r� ..- wr•rp• ► +M�r•ar. .A•w• +w.. .,-•r. ,.� -. r.+ � .. ..� .. .. s _ XA ~ ~''�!��������' •IiA�,•N A'�' *•••., ••w•M 'y+.�.. ••.'•••�{y .•. •gyp' s.f �- «tx..:ir: -� r� �4 10 DOAK HOMES, INC. NW1 SECTION 10, T23N, R4E, W.M. As 4 measures to protect disturbed areas that will remain unworked for seven days and Design and Construction Standards, and the current King County Surface t 2. The Contractor is cautioned that overhead electrical and other utility lines or more. Water Design Manual, unless otherwise approved. ; are not shown on the drawings. The contractor is responsible for determining 6. From October 1 through April 30, provide temporary and permanent cover 2. Mark all storm drain inlets with "Dump No Waste" and either "Drains to ; 11 , VICINI MAP M � A p . • measures, inc u ing a perime er con ro s, s a remain in p ace u STQRM D RA l� N IN GE OTES ••� shall call ONE -CALL (1 -800- 424 -5555) for utility locutions (water, sanitary final site construction is completed and permanent stabilization is established. _. � �- � �" ' .R- • ••� •� sewer, storm sewer, gas, power, telephone and television). 5. From May 1 through September 30, provide temporary and permanent cover - 1. All methods and materials shall meet City of Tukwila Development Guidelines OU - - t a • . w� „ ' - � •►- 1 yq„• M {^ QQ NTACT5. ..; .- , "" .1 Owner /Project Manager: parry) Doak 206 -372 -2280 1. The erosion prevention and sediment control (ESC) measures on the approved 1. All trench excavation ..: ._ � o app g w s �_ •• operations shall meet or exceed all pp cable shoran -. Ions are minimum req uirements. laws for trenches over 4 - feet deep. All trench safety systems shall meet WISHA . ;•�'� �, - ;: •••••• j Design Engineer: Tim Schriever 425- 485 -1083 office /fax, 206 - 669 -5218 P requirements. `�'r"''r• �: mobile 2. Before beginning any construction activities, establish the clearing limits, . -- ' �•� - : - •; 0. IVEA IDE .• Install construction entrance, and install erosion prevention and sediment control 2• Power, cable, fiber optics, and telephone lines shall be in o trench with o 5 �` ' _ ' • -� minimum horizontal se oration from other underground ' ' ' • • _. or DTI LI TY LOCATION NOTE measures. � � roved • P De e ground utilities, unless otherwise � •` , . , . o Department of Public Works. w , g PP ublic rights-of-way 3. Before any ground disturbance occurs, all downstream erosion prevention and PP b Y the Tukwila P 1. Locations shown for existing utilities are approximate. Identification, 'location 3. Adjust all manholes, catch basins, and valves in ri wa or �� ; '` : r _ �• g g responsibility and maintain all ESC measures according to the ESC plan. sediment control measures (ESC) must be constructed and in operation. Install P 9 Y �` ,�: - �- and marking of unde facilities or utilities if the res onsibilit of the easements after asphalt paving. `- ,. TAAL Ts _ ... � . . �.. _ Contractor (Ref RCW 19 122) Prior to starting construction the Contractor 4 ESC I d' II t t 1 h II 1 t'I �• L the extent of any hazard created by overhead electrical power or other utility measures to protect disturbed areas that will remain unworked for two days or S Streams ", "Drains to Wetlands ", or "Drains to Groundwater ", as applicable. .- lines in all areas and shall follow procedures during construction as required by N 3. Driveway culverts shall be of sufficient length to provide a minimum 3:1 MW TO SME law and regulation. 0 W e • measures, inc u ing a perime er con ro s, s a remain in p ace u STQRM D RA l� N IN GE OTES ••� shall call ONE -CALL (1 -800- 424 -5555) for utility locutions (water, sanitary final site construction is completed and permanent stabilization is established. _. � �- � �" ' .R- • ••� •� sewer, storm sewer, gas, power, telephone and television). 5. From May 1 through September 30, provide temporary and permanent cover - 1. All methods and materials shall meet City of Tukwila Development Guidelines OU - - t a • . w� „ ' - � •►- 1 yq„• M {^ QQ NTACT5. ..; .- , "" .1 Owner /Project Manager: parry) Doak 206 -372 -2280 1. The erosion prevention and sediment control (ESC) measures on the approved 1. All trench excavation ..: ._ � o app g w s �_ •• operations shall meet or exceed all pp cable shoran -. Ions are minimum req uirements. laws for trenches over 4 - feet deep. All trench safety systems shall meet WISHA . ;•�'� �, - ;: •••••• j Design Engineer: Tim Schriever 425- 485 -1083 office /fax, 206 - 669 -5218 P requirements. `�'r"''r• �: mobile 2. Before beginning any construction activities, establish the clearing limits, . -- ' �•� - : - •; 0. IVEA IDE .• Install construction entrance, and install erosion prevention and sediment control 2• Power, cable, fiber optics, and telephone lines shall be in o trench with o 5 �` ' _ ' • -� minimum horizontal se oration from other underground ' ' ' • • _. or DTI LI TY LOCATION NOTE measures. � � roved • P De e ground utilities, unless otherwise � •` , . , . o Department of Public Works. w , g PP ublic rights-of-way 3. Before any ground disturbance occurs, all downstream erosion prevention and PP b Y the Tukwila P 1. Locations shown for existing utilities are approximate. Identification, 'location 3. Adjust all manholes, catch basins, and valves in ri wa or �� ; '` : r _ �• g g responsibility and maintain all ESC measures according to the ESC plan. sediment control measures (ESC) must be constructed and in operation. Install P 9 Y �` ,�: - �- and marking of unde facilities or utilities if the res onsibilit of the easements after asphalt paving. `- ,. TAAL Ts _ ... � . . �.. _ Contractor (Ref RCW 19 122) Prior to starting construction the Contractor 4 ESC I d' II t t 1 h II 1 t'I �• L the extent of any hazard created by overhead electrical power or other utility measures to protect disturbed areas that will remain unworked for two days or S Streams ", "Drains to Wetlands ", or "Drains to Groundwater ", as applicable. .- lines in all areas and shall follow procedures during construction as required by more. In addition to cover measures, the Contractor shall: 3. Driveway culverts shall be of sufficient length to provide a minimum 3:1 MW TO SME law and regulation. a. Protect stockpiles and steep cut and fill slopes if unworked for more than slope from the edge of the driveway to the bottom of the ditch. Culverts shall 12 hours. ` .have beveled end sections that match the side slope. - GEN ERAL NOTES b. Stockpile, on site, enough cover materials to cover all disturbed areas: 1. Locat • ons shown for existin , • , i utilities area approximate. C. By October 8, seed all areas that will remain unworked during the wet S } 9 PP season (October 1 through April 30). Mulch all seeded areas. fie.. � ��► , � 2. At least 48 hours before starting project site work, notify the Utilities 7. Failure to maintain ESC measures in accordance with the approved The location of the side sewers shall be at the end of the line, 5 Inspector at 206 -433 -0179. . schedule may result in the work being performed at the direction feet insi with 2 x 4 pain offic yellow and marked "Sewer" with ` 3. Request a Public Works utility inspection at least 24 hours in advance by of the Director and assessed as a lien against the property where such the depth to the si i ed in black paint. calling 206 -433 -0179. ' facilities are located. - 2. Contractor shall obta' y sary side sewer connection permits from 4. The Contractor assumes sole responsibility for worker safety, and damage to to g, During the life of the project, the Permittee shall maintain in good condition ' the City of Tukwila to construe J structures and improvements resulting from construction operations. and promptly repair, restore, or replace all grade surfaces; walls, drains, dams, 3. Unless oth a approved or required, the Tukwila shall do all 5. The Contractor shall have the permit(s) and conditions, the approved plans, structures, vegetation, erosion and sediment control measures, and other connectio o existing sewer main with new tees. 'e actor shall be .. and a current copy of City of Tukwila Development Guidelines and Design and protective devices in accordance with approved plans. respo a for trench and pavement excavation, pipe installatl , ckfill and Construction Standards available at the job site. 9. The Permittee shall monitor the downstream drainage features, and shall, ent restoration. = 6. All work shall conform to these approved drawings. Any changes from the with approved plans require pre - approval from the owner, the engineer, and the City the Director's approval, remove all sediment deposition resulting from project- WATER MAIN SERVICE CONSTRUCTIQU b 0 -of Tukwila. related work. 7. All methods and materials shall meet City of Tukwila Development Guidelines • • 10. All work performed shall be per approved plans and specifications only. The 1. The contractor shall obtain all necessary water service connection ermits Y P and Design and Construction Standards, unless otherwise approved by the Public Permittee is re wired to maintain a set of a roved Ions and speci q P plans p' from the City of Tukwila prior to construction. Works Director. "` permits n h site. Work h I and associated pe is o the fob s e o sal be performed in accordance 2. Installation of corporate stops, water service, lines and meters shall be per t , • , 8. Contractor shall maintain a current set of record drawings on -site. with all federal, state, and local laws. City of Tukwila Standard Details. Services shall be a minimum 3/4 inch. The i 9. Contractor shall provide record drawings prior to project final approval. 11. As the first order of business, the Permittee shall install erosion prevention ' City of Tukwila will install the meters. 10. Provide traffic control and street maintenance plan for Public Works and sediment control measures per the ESC and shall install the downstream { } approval before implementation. temporary ESC measures before any site disturbance occurs. Before the . �. _ ,� i r 11. All surveying for public facilities shall be done under the direction of a temporary measures are removed, install and establish the upstream permanent _. =r Washington licensed land surveyor. Vertical datum shall be NAVD 1988. ESC measures. Horizontal datum shall be NAD 83/91. For projects within a flood control zone, • • 12. The Permittee shall at all times protect sensitive areas, their buffers, and BE CONSTRUCTION SEQUENCE the Permittee shall provide conversion calculations to NGVD 1929 adjacent private properties and public rights -of -way or easements from 1) ATTEND PRE - CONSTRUCTION MEETING. ! ' 12. Replace or relocate all signs damaged or removed due to construction, damage during grading operations. The Permittee shall restore, to the standards 2) FLAG OR FENCE CLEARING LIMITS AND INSTALL FILTER FABRIC OVER EXISTING 13. Retain, replace or restore existing vegetation in rights -of -way, easements, in effect at the time of the issuance of the permit, sensitive areas, their CATCH BASINS. and Access Tracts. buffers, and public and private properties and improvements damaged by the 3) GRADE AND INSTALL CONSTRUCTION ENTRANCE TO LOT, a CONSTRUCTION NOTES Permittee's operations. 4 INSTALL PERIMETER PROTECTION (SILT FENCES ETC. ) ) 1. All work performed shall be per approved plans and specifications only. The 13. Permittee shall arrange for and comply with the following. , • a. Notify the Public Works Department within 48 hours following installation of 5) CLEAR FOR AND INSTALL SEDIMENT TRAPS IF NECESSARY• i Permittee is required to maintain a set of approved plans, specifications, and ESC 6) CLEAR SITE AND INSTALL BUILDING FOUNDATION. associated ermits on the job site. Work shall be performed in accordance with P j P measures. • • gib. Obtain permission in writing from the Public Works Department prior to 7) STABILIZE DISTURBED SOILS ON SITE BY MULCHING OR EQUAL. R ` � all federal, state, and local laws. Permittee shall apply for a Revision for any • modifying the ESC plan. 8) INSTALL SIDE SEWER WATER SERVICE AND OT ' HER UTILITIES ; V U. Z CO 00 U) 3� O N r NZtog-%N 0 t, � c C per-. 'O o0 N O r N r i %MOO • • ce q* 110 1 3 x V U. Z CO 00 U) 3� O N r NZtog-%N 0 t, � c C per-. 'O o0 N O r N r i %MOO • • work not according to the approved plans. c. Maintain all road drainage systems, storm water drainage systems, control 9) INSTALL STORM DRAINAGE FACILITIES. 2. Permittee /Contractor shall arrange a preconstruction conference with the measures and other facilities as identified in the ESC plan. 10) INSTALL FILTER FABRIC OVER ALL CATCH BASIN GRATES. Cit 's Ins ector prior to beginning an work. ` � � Y s P () P 9 9 Y d. Repair any siltation or erosion damages to adjoining properties and drainage 11) MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH TUKWILA CITY T Las heae Plana bav� � 3. Work in Roadways - facilities. STANDARDS. >rre NY the nyhhc .. K Works a. All work in roadways shall meet TMC 11 and the following: e. Inspect according to the approved ESC inspection schedule and make needed 12 COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS ! QtY gba O° D ""ft h b. Prior to any activity in City right -of -way, the Permittee shall provide the repairs immediately. DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, 0missi0 which City a traffic control plan for review and approval. The traffic control plan shall 'd0PW WOOD FIBER MULCH, PLASTIC SHEETING, OR EQUIVALENT. WW� ,W include the location, address and description of traffic flow during the work and 13 COMPLETE FINAL GRADING AND PAVING F f �• 0*12 ' of die 0 DRIVEWAYS. de*w. to" shall meet MUTCD requirements. or �� � 60 c. All work requiring lane closures must be b permit only. From the third 14) STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. �� filar d6 60 � %W #M ., :; . and wa q g y P 15) HYDROSEED (OR EQUAL) ALL DISTURBED OR CLEARED SOILS TO REMAIN • Thursday in November to the following January 2nd, the Director does not allow or NWW UNWORKED FOR MORE THAN 30 DAYS. iii - - _ V lane closures in the Tukwila Urban Center. `� - = 16 CLEAN OUT STORM DRAINAGE SYSTEM. Ffi _ f�-�- d. Fire, pedestrian, and vehicular access to buildings shall be maintained at all met times, except when Permittee has permission from the building owner and the 17) UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND �'a#� 1111dodu by REMOVE ALL ESC FACILITIES (BMP s) ONLY WHEN ENTIRE SITE IS STABILIZED. _ Director to close an access. �"' e. All roadways shall be kept free of dirt and debris using street sweepers. Use I � o =� � = -� �•� of water trucks for cleaning roadways requires prior approval from the Director. Sri, rt ' .. _ ,4 a3� C i o f. Install steel plates over any trench, at any time work is stopped and the ✓e% kS C�aM w, trench is left open. s�,� 'r��', ' • 2"THWORIK ESTIlltATE 17 r CUT 50 CU. YDS PER LOT, OP FILL 50 CU YDS PER LOT S rA fP ?d zow LEGAL DESCRIPTION. G PARCELS A, B. AND C OF THE CITY OF TUKWILLA BOUNDARY LINE ADJUSTMENT DIA1 4 �"' NO. L03 -039 ACCORDING TO THE BOUNDARY LINE ADJUSTMENT RECORDED UNDER RECORDING NUMBER 20040526900006, (RECORDS OF KING COUNTY, SHEET 1 SPECIFICATIONS WASHINGTON. SHEET 2 ROSION & SED IMENTAT I ON C ORREC T E 5ED E TION CONTROL PLAN H SHEET 3 GRADING, DRAINAGE do UTILITY PLAN Ulj# • SHEET 4 PRIVATE ACCESS ROAD PROFILE DRAINAGE DETAILS SHEET 5 ROAD TRENCHING/ ASPHALT RESTORATION, TRAFFIC CONTROL PLAN, SEWER AND WATER DETAILS. &4 al&daw • y • " �. �i+..' R7► �"' 11�'• M11►J�1MIi�1/�►�.�Mr+�'.r(wai•�•. ... {�' .. ti , a .�r+►..� • wr.• . w.... .w...►- v.w.• w .. .. K ,. -, .. 1. ..sw. .. ',j .. . - r ". '�` ..-. r . -M.. - .... _ ..- .. e--• �....� •... ..• - . - w........ ►. ♦ .�-... .. ..,... ♦ - r •.. ...Y.'. .. . y.y •+.AY•! •I..V •... .. .r.... - .4..M� r .. .•.1F -. . •ti... -.. rr ce q* 110 NNN Y x AAA 000 w zzz Z EuN4 . rA W rA I � lR1GU U� aaa work not according to the approved plans. c. Maintain all road drainage systems, storm water drainage systems, control 9) INSTALL STORM DRAINAGE FACILITIES. 2. Permittee /Contractor shall arrange a preconstruction conference with the measures and other facilities as identified in the ESC plan. 10) INSTALL FILTER FABRIC OVER ALL CATCH BASIN GRATES. Cit 's Ins ector prior to beginning an work. ` � � Y s P () P 9 9 Y d. Repair any siltation or erosion damages to adjoining properties and drainage 11) MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH TUKWILA CITY T Las heae Plana bav� � 3. Work in Roadways - facilities. STANDARDS. >rre NY the nyhhc .. K Works a. All work in roadways shall meet TMC 11 and the following: e. Inspect according to the approved ESC inspection schedule and make needed 12 COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS ! QtY gba O° D ""ft h b. Prior to any activity in City right -of -way, the Permittee shall provide the repairs immediately. DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, 0missi0 which City a traffic control plan for review and approval. The traffic control plan shall 'd0PW WOOD FIBER MULCH, PLASTIC SHEETING, OR EQUIVALENT. WW� ,W include the location, address and description of traffic flow during the work and 13 COMPLETE FINAL GRADING AND PAVING F f �• 0*12 ' of die 0 DRIVEWAYS. de*w. to" shall meet MUTCD requirements. or �� � 60 c. All work requiring lane closures must be b permit only. From the third 14) STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. �� filar d6 60 � %W #M ., :; . and wa q g y P 15) HYDROSEED (OR EQUAL) ALL DISTURBED OR CLEARED SOILS TO REMAIN • Thursday in November to the following January 2nd, the Director does not allow or NWW UNWORKED FOR MORE THAN 30 DAYS. iii - - _ V lane closures in the Tukwila Urban Center. `� - = 16 CLEAN OUT STORM DRAINAGE SYSTEM. Ffi _ f�-�- d. Fire, pedestrian, and vehicular access to buildings shall be maintained at all met times, except when Permittee has permission from the building owner and the 17) UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND �'a#� 1111dodu by REMOVE ALL ESC FACILITIES (BMP s) ONLY WHEN ENTIRE SITE IS STABILIZED. _ Director to close an access. �"' e. All roadways shall be kept free of dirt and debris using street sweepers. Use I � o =� � = -� �•� of water trucks for cleaning roadways requires prior approval from the Director. Sri, rt ' .. _ ,4 a3� C i o f. Install steel plates over any trench, at any time work is stopped and the ✓e% kS C�aM w, trench is left open. s�,� 'r��', ' • 2"THWORIK ESTIlltATE 17 r CUT 50 CU. YDS PER LOT, OP FILL 50 CU YDS PER LOT S rA fP ?d zow LEGAL DESCRIPTION. G PARCELS A, B. AND C OF THE CITY OF TUKWILLA BOUNDARY LINE ADJUSTMENT DIA1 4 �"' NO. L03 -039 ACCORDING TO THE BOUNDARY LINE ADJUSTMENT RECORDED UNDER RECORDING NUMBER 20040526900006, (RECORDS OF KING COUNTY, SHEET 1 SPECIFICATIONS WASHINGTON. SHEET 2 ROSION & SED IMENTAT I ON C ORREC T E 5ED E TION CONTROL PLAN H SHEET 3 GRADING, DRAINAGE do UTILITY PLAN Ulj# • SHEET 4 PRIVATE ACCESS ROAD PROFILE DRAINAGE DETAILS SHEET 5 ROAD TRENCHING/ ASPHALT RESTORATION, TRAFFIC CONTROL PLAN, SEWER AND WATER DETAILS. &4 al&daw • y • " �. �i+..' R7► �"' 11�'• M11►J�1MIi�1/�►�.�Mr+�'.r(wai•�•. ... {�' .. ti , a .�r+►..� • wr.• . w.... .w...►- v.w.• w .. .. K ,. -, .. 1. ..sw. .. ',j .. . - r ". '�` ..-. r . -M.. - .... _ ..- .. e--• �....� •... ..• - . - w........ ►. ♦ .�-... .. ..,... ♦ - r •.. ...Y.'. .. . y.y •+.AY•! •I..V •... .. .r.... - .4..M� r .. .•.1F -. . •ti... -.. rr U z "C'3 coo Z ��o Z IT3 Z � N ov E'' A z 03003 SHEET 1 OF 5 0 1 ce q* 110 NNN AAA 000 w zzz Z EuN4 . rA W rA I � lR1GU U� aaa U z "C'3 coo Z ��o Z IT3 Z � N ov E'' A z 03003 SHEET 1 OF 5 0 1 1 � F C61 GRATE: 23.14 IE: 20.79 TBM: EAST FLANGE BOLT OF FIRE HYDRANT _,.• ELEVATION: 25.6 � i� ► r BASIS OF BEARINGS: PLAT OF BENNETT'S INTERURBAN TRACTS ELEV. DATUM: ASSUMED CONVERT ELEVATION TO NAVD 1988 BY SUBTRACTING 3.30 FEET SITE ADDRESS: 3805 S. 116TH STREET DOAK HOMES, INC. NWI/4 SECTION 10, T23N, R4E, W.M. 21 \ os -_20— o s S 0 CB37 SOLID LtO: 19.24 C836 GRATE: 1 9.06 IE: 16.66 x INSTALL TEMPORARY CONSTRUCTION ENTRANCE s x -• PER DETAIL (TYP) sA U ch Z 0 0 co Ln r `� to 00) " STABIUZED CONSTRUCTION ENTRANCE NOTES: Y ,• v� I. INSTALLATION: THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION. ROOTS AND OTHER OBJE CTIONABLE MATERIAL THE QUARRY SPALLS SHALL BE PLACED TO THE 0 3 SPECIFIED DIMENSIONS. ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD _ C4 BE CONSTRUCTED ACCORDING TO SPECIFICATIONS IN THE PLAN. IF MASH RACKS ARE USED, N Z : THEY SHOULD BE INSTALLED ACCORDING TO QU ARRY MANUFACTURERS SPECIFICATIONS. 2. AGGREGATE: r TO a SPALLS Y W N •:.{ ALL PER WSDOT STD. SPECS. SEC. 9 -13.6. — r . 3. ENTRANCE DIMENSIONS: THE LAYER MUST AGGREGATE LAY MUST BE AT LEAST 12" THICK. IT MUST ,' v =0 N Q N O �-• EXTEND THE FULL WIDTH OF THE VEHICULAR INGRESS AND EGRESS AREA. THE LENGTH OF QD THE ENTRANCE MUST BE AT LEAST 100 FEET. ` .. m v O 4. WASHING: IF CONDITIONS ON THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED t 'r' FROM VEHICLE TIRES BY CONTACT WITH THE ROCK ENTRANCE, THEN THE TIRES MUST BE WASHED ' BEFORE VEHICLES ENTER A PUBLIC ROAD. WASH WATER MUST BE CARRIED AWAY FROM THE A ENTRANCE TO A SETTLING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND EFFECTIVE. S. MAINTAINENCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WALL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP Y DRESSING WITH 2" STONE. AS CONDITIONS DEMAND, AND REPAIR AND /OR CLEAN OUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR a ' TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY BY SWEEPING. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET. EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. ce q* to STABILIZED CONSTRUCTION ENTRANCE T HO TO SCALE INSTALL TEMPORARY SILT FENCE O o o • r � � '1, AAA .(PER DETAIL) AS NECESSARY Y • • • coo z z z z FILTER FABRIC MATERIAL 36" MIN WIDE ROLLS. • • • USE STAPLES OR WIRE RINGS TO ATTACH FABIC TO WARE. '� 0 JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. 2`X2` BY 14 GA. WIRE FABRIC OR EQUIVALENT FILTER FABRIC f m m MATERIAL 2`x2` BY 14 GA. WIRE V-4 � Val FABRIC OR EQUIV. W :, IN STANDARD STRENGTH 24'MIN FABRIC IS USED 24`MIN CAIN 4'x4" MIN. TRENCH. 36 MIN 1C.1 ko BURY BOTTOM OF FILTER BACKFlLL TRENCH WITH 07 07 I MATERIAL IN 4`x4" TRENCH I NATIVE SOIL OR ._ — ._ . - 12 "MIN 3/4` WASHED ROCK V I 0 ' 6' MAX. i � L•i } { - MIN cn 2 "x4" WOOD POSTS, STANDARD OR BETTER OR O EQUAL ALTERNATE: STEEL FENCE POSTS 2 "x4" WOOD POST INSTALL TEMPORARY SILT FENCE ALT: STEEL FENCE POSTS (PER DETAIL) AS NECESSARY ' . ` a a 04 NOTES: A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT • POST. NTH A MINIMUM 6 INCH OVERLAP. AND BOTH ENDS SECURELY FASTENED TO THE POST. f 1 B. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS V co SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND MINIMUM OF 12 INCHES). C. A TRENCH SHALL BE EXCAVATED, ROUGHLY 4 INCHES WIDE AND 4 INCHES DEEP, UPSLOPE AND ADJACENT TO THE b WOOD POSTS TO ALLOW THE FILTER FABRIC TO BE BURIED. Z w O D. WHEN STANDARD STRENGTH FILTER FABRIC IS USED A WARE M ~ 07 MESH SUPPORT FENCE SHALL BE FASTENED SECURELY � � � TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WIRE STAPLES AT LEAST 1 INCH LONG. TIE WIRES OR HOG Z O RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN a . W 1•� .♦ . • O 38 INCHES ABOVE THE ORIGINAL GROUND SURFACE. • . • E. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 12 INCHES OF THE z F�1 O " a �• S S FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE M■■1 N+1 . t ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. • . — — - -- �. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY • #04*4 BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL O 10 . O OTHER PROVISIONS OF STANDARD NOTE E APPLYING. ct • • ' O 0 G. YHE TRENCH SHALL BE BACKFILLED WITH NATIVE SOIL OR 3/4` -1.5" WASHED ROCK �Q v H. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. CB38 JSFP ? 8 GRATE 2 0.12 L FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING IE: 1 6.45 PROLONGED RAINFALL.. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. pt%ar CE A �f. MAINTENANCE: ANY DAMAGED OR CLOGGED FENCE SMALL BE REPAIRED/REPLACED IMMEDIATELY. SEDIMENT MUST BE SEWAGE PUMP STATION REMOVED WHEN THE SEDIMENT DEPTH IS 6 INCHES OR GREATER. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF °y VA L - U -VIEW SEWER DISTRICT THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TR AP OR POND. SILT FENCE DETAIL um Nu�eoR MOTTO SCALE 03W3 M 1 S EET ,2 0� � O P • 1 • �.w.. /1MF�•1r• soriw A . M . . t r . . . ,r�r k r .. T v . r •.ar< .-•, �' .. d .. ,- .. t... .++na a « ♦... .. r • . r A r. . a. - 1 r • f . ♦ P . - r. r 1 .. y, • r jam +. - -_. -....- .•...- .__•.�.�....�.►..- -w._v. -�.. ........ w+ r.... r....... r... w.._ ww••+++ A+.-+..*• i�rr .►.�•.+--- 'r.•,•....,w.. +.... _i-- k.- •.•+ri -..... �..__... _.. _ ... _ ... `o• .�... .:-- - ••-'- .. .. .- _ ..F. .1.r.w+•► J.+- +i�4.ww �.r �M If++..ra, �i• �►�• ��,y�, _ M . , T -toot yp►t, -w.,,. ,. , r.MR•FiMr+ �tri• EX;STING VERTICAL y CURB & GUTTER - CB3 GRA T E: 21,78 IE: 20.38 C84 GRATE: 21.83 IE: 18.88 r - TBM: EAST FLANGE BOLT 4 FIRE HYDRANT ELEVATION: 23.166 * �s � • • d 4i 1 th 0-11" V� 01 lool �,. 12 DEPTH • • IQ • ~ ' : N �• / ; 4` -6" QUARRY SPALLS 1: 8 S GEOTEXIILE FABRIC UNDER c QUARRY SPALLS (MARAFI 600X OR EQUAL) DOAK HOMES, INC. NWI/4 SECTION 10, T R4E, WoMe SANITARY MANHOLE RIM: 23.04 IE 16.17 CB1 GRATE: 23.14 IE: 20.79 TBM: EAST FLANGE BOLT OF FIRE HYDRANT ELEVATION: 25.67 H � 'S S S .. G G ^N9 " E _ G ' T PER CITY STANDARD :v PROPOSED PrZl vwc we 5.5 NEW WATER METER E C S D D TO SERVICE PARCEL A C83 CURB CUT TBM: EAST FLANGE BOLT PER TUKWILA I.D.C.S.DWG RS -8 EXISTING VERTICAL GRATE: 21.78 FIRE HYDRANT SEE DETAIL THIS SHEET CURB & GUTTER IE: 20.38 ;ELEVATION: 23.16 (20' WIDTH) � CB4 mew SANITARY MANHOLE . GRATE: 21.83 o�.,. 0% P1 , e • . . I. l , SPIN 7 TI Lt aJYVA�� RIVER _ - � ' • • r r . • r r � way �� � r w w w - « ,,,. ••�.. fly _ - w .. 1••1.• �... ,... � ; w r r � v " j IKEA i I IOE .. t Or 8 �' !• OFI� H =EIH /' Exts - m. G• -CONCRETE. - WALKWAY ; • � . • " � :.. ♦ �': TAA.C7s TZ 8n rt • • • • • r" • W• • � . ' B ' . V W r• .. rr. � - "• ..c.. K 2'• 23.8'WI[%E .AcSPHAI T• DCAAD .. ..... _ r : r EX4TING I ' 18 "D I . WATER MAIN ' ' EXI TING 6" PVC ' SIDE SE R STUB -OUT S =2.00% _ PRIVATE SIDE SEWER EASEMENT FOR THE BENEFIT OF LOTS A. 8 & C AND SUBJECT TO THE SIDE SEWER EASEMENT AGREEMENT ON SHEET 2 OF 3 OF BOUNDARY LINE ADJUSTMENT NO. L03 -039, REC. #20040526900006 µ PROPOSED UNDERGROUND UTILITIES (TYP) POWER, GAS, PHONE & CABLE I I PROPOSED 10' UTILITY EASEMENT BASIS OF BEARINGS: PLAT OF BENNETT'S INTERURBAN TRACTS ELEV. DATUM: ASSUMED CONVERT ELEVATION TO NAVD 1988 BY SUBTRACTING 3.30 FEET SITE ADDRESS: 3805 S. 116TH STREET PRIVATE ACCESS ROAD HAS A NEW IMPERVIOUS AREA OF 2738 SQ.FT. TAX PARCEL NUMBERS A - 073300 -125 B - 073300 -130 C - 073300 -131 k - Tem ov -ws-G UTILIT LINE I✓ 8 " W EXISTING S EXISTING OH EXISTING EXISTING G _ EXISTING 0 its • ` v . EXISTING UTILITY POLE SET PK NAIL & FLASHER #22594 IN ASPHALT 5 O_ CB37 Soup LID: 1 9.24 CB36 GRATE: 19.06 IE: 16.66 .00' 00.00 • 40.00' 40.00' , EXISTING WATER S RVICE CB5 s N ECTI ON RATE: 22.16 SERVICE • ►. P A Mt D C IE: 18.76 - ---.. DETAIL �--r PRCIPOSED 1 "-200 PSI POL WATER LINE -Do4 • w 22' PRIVATE ROAD EASEMENT FOR INGRESS, EGRESS, UTILITIES AND DRAINAGE • FOR THE BENEFIT OF PARCELS A B AND C RECORDING NO. 20040503000886 Z FENCE 0.4 WEST OF LINE 3 o ll i lz 41 : 0 Lf o �0 r 0 " I 2 D 2 8 29 1 30 31 F IS o CURB TRANSITION DETAIL �1 EQUALS WIDTH OF DRIVEWAY AT \ O2 1 /2 - WIDE FULL DEPTH EXP JOINT. cn i FENCE ON PROPERTY LINE 3 FULL DEPTH (3/e') EXP 1 � o DRIVEWAY TO 8E SURF ASPHALT 1 N I \ I S SAL OF EXISTING BETE CURB dt t ` L C , i NOTES ' lie Wil I. DRIVEWAY CEMENT CO SMALL BE A MIN C PLACED ON A MINIM 4 CRUSHED SURFAC - 95% MAXIMUM S I ( 2. CEMENT CONC BE CLASS 8 OR SETT ' 9D 3. DRIVEWAY BRUSHED LONGITUDINALLY. 1 00 ca 4. DRIVEWAY SHALL BE EDGED WITH A 1 /4" DRIVEWAY SHALL BE TOOLED WITH A 1 /2 I C+1! IS. THE FI ED DRIVEWAY SMALL BE SPRAYED WIT WA PAPER OR PLASTIC SHEETING IN P v I cu TIME swu•L BE FOR A MINIMUM of 72 m rn I I S. R E CITY OF TUKWILA STANDARD DWG. W. +--- WORM. .,INITY AUP i ' X ,NOT TO SCALE " U y.. Z . r 00 wQ I i0 � N i , r X to • N Z ^N �.. t Q N BRUSHING DIRECTION +. .. ao •� 00 C4 4 w •� o q* 1A ©cc � �,' �• AAA 000 f x z z r W VIEW .� TYPE 'A -1 " CURB ti•�r/ 20 A SHALL Of By W CUT TO THE NEXT JOINT. m m m THICK AND IS T4 BE rOP COURSE COMA U j Y ' HAT S% SACK, 3000 again � 0 m w to to ' I RADIUS EDGER. ' � W c* c* 0 :H RADIUS EDGER. V MANSPARENT CURING COMPOUND Y .� /ENT OF RAIN OR OTHER INC WEA N - ( � � $4 12641:6 1 IDENTIAL DRIVEWAY CURB T A 0- k %_ S-6. I %-1 1% 1 - - _ , If I 2 0.0 0 40 I. •-.- S S • ' ' POINT "B" �--- CB 38 GRATE: 20.12 IE: 16.45 \O SEWAGE PUMP STATION y VAL -U -VIEW SEWER DISTRICT NOTE: p �j At" \t,t el S"e� 0. 'SANITARY SEWER P�- �tl k1 ►�C�C'�fRA6�A�4�R��6�k�8�NG.- $S�- 2..�SEE,. QE.IAIL, 4N ..SHF.rEIe.b). NOT TO SCALE ` _ 6 'DD 4 « o?. 3 G� DRAINAGE PLAN NOTES: 1. STORM WATER RUNOFF FROM THE ROOF AND DRIVEWAY AREAS FROM EACH LOT SHALL BE DIRECTED TO THE ROOF DOWNSPOUT INFILTRATION SYSTEM. 2. THE FINAL GRADE ELEVATIONS SHOWN ON THIS PLAN MAY BE ADJUSTED AS NESESSARY TO REDUCE CUTS /FILLS AND /OR MAINTAIN 1%% MIN /5% MAX SLOPES FOR DRIVEWAY DRAINAGE FLOWS. THE PROPOSED RESIDENCE FINISHED FLOOR SHALL BE AT AN ELEVATION HIGHER THAN THE EXISTING PAVEMENT IN 45TH AVE. S. 4. INSTALL FILTER FABRIC OVER ALL CATCH BASIN OPENINGS DURING CONSTRUCTION. 5. A SOIL LOG TEST HOLE WAS DUG IN THE AREA OF THE INFILTRATION SYSTEMS. THE SOIL TYPE AND STRATIFICATION WAS TYPICALLY AS FOLLOWS: 0 -2.5' BROWN FINE SAND OF 2.5' - 8' BLACK MEDIUM - FINE SAND NO WATER TABLE ENCOUNTER ON 4/ 16/2003 P Z d SCS SOIL CLASSIFICATION: URBAN LAND ftftrT THE ON -SITE SOILS APPEAR TO BE ADEQUATE FOR INFILTRATION IN ACCORDANCE WITH THE KING COUNTY SURFACE WATER DESIGN MANUAL. 6. ALL ON -SITE PVC PIPE SHALL CONFORM TO ASTM D- 3034- SDR35. . 8 � n � � A F , L ° U z z� Z z>4 �a z� It �h T NUMBER 1003 SHEET 3 OF 5 PROPOSED CATCH BASIN DATA: CB6 (TYPE 1L) S TA. 0+12.02 VANED GRATE: 22.27 IE(12 "EXIST): 18.84 IE(4" NEW): 19.34 C87 (TYPE 1) STA. 1+44.66 VANED GRATE: 21.03 IE(4 "): 19.34 21 PROPOSED UNDERGROUND UTILITIES W/ CONDUIT BORED UNDER TRAIL I EGEND WATER MAIN SEWER MAIN OVERHEAD UTILITIES STORM DRAIN GAS MAIN } - "+F *+1•, .60 pow J0 _. >. � ,. �. r.. -•rte .. ,... a +�.+�• w..w• y ..- .... r �.►^Mr�..... t ..,, ... . +nw � r ... w ^r -. '•tip.. w :+b•rf...•.Y/.r1. .. ..♦ - ' �. �.• �r u• M� ..�.r.�...... ww.M- "_..••.rr .rr r .. r.• +•,a.... _. ,.,r ....Aw•.r . _.�,,� -�. �..• -- �-w. ..... _.,.�►.•r- .•.w+-- ...,.......... ._�......•.r.r. _ -. _._ .. _ .. _. ,.. _._ ,-,... .. _ _ .. •►w .... »....'M..�.. . • �.......,..«» +.+.•... - .+wii�.i..i..�...r - .i/Zirlli�..++.Y✓ .+r,c .. +..mix.. ,•► r :. • t ♦: •'?• > t r ,.wA''a•►"`,, •P1 y/rh wwtl. PARCEL A (PARCEL B PARCEL C AREA 9368 SQ. 7913 SO. PT. 6799 SQ. ET. ROOF AREA 1954 SQ.FT. 1954 SQ.FT. 1954 SQ.FT. DRIVE & WALK AREA 504 SQ.FT. 504 SQ.FT. 573 SQ.FT. TOTAL IMPERVIOUS AREA 2458 SQ.FT. 2458 SQ.FT. 2527 SOST. TAX LOT NO. 073300 -125 073300 -130 073300 -131 } - "+F *+1•, .60 pow J0 _. >. � ,. �. r.. -•rte .. ,... a +�.+�• w..w• y ..- .... r �.►^Mr�..... t ..,, ... . +nw � r ... w ^r -. '•tip.. w :+b•rf...•.Y/.r1. .. ..♦ - ' �. �.• �r u• M� ..�.r.�...... ww.M- "_..••.rr .rr r .. r.• +•,a.... _. ,.,r ....Aw•.r . _.�,,� -�. �..• -- �-w. ..... _.,.�►.•r- .•.w+-- ...,.......... ._�......•.r.r. _ -. _._ .. _ .. _. ,.. _._ ,-,... .. _ _ .. •►w .... »....'M..�.. . • �.......,..«» +.+.•... - .+wii�.i..i..�...r - .i/Zirlli�..++.Y✓ .+r,c .. +..mix.. ,•► r :. • t ♦: •'?• > t r ,.wA''a•►"`,, •P1 y/rh wwtl. T Pr 1 } - "+F *+1•, .60 pow J0 _. >. � ,. �. r.. -•rte .. ,... a +�.+�• w..w• y ..- .... r �.►^Mr�..... t ..,, ... . +nw � r ... w ^r -. '•tip.. w :+b•rf...•.Y/.r1. .. ..♦ - ' �. �.• �r u• M� ..�.r.�...... ww.M- "_..••.rr .rr r .. r.• +•,a.... _. ,.,r ....Aw•.r . _.�,,� -�. �..• -- �-w. ..... _.,.�►.•r- .•.w+-- ...,.......... ._�......•.r.r. _ -. _._ .. _ .. _. ,.. _._ ,-,... .. _ _ .. •►w .... »....'M..�.. . • �.......,..«» +.+.•... - .+wii�.i..i..�...r - .i/Zirlli�..++.Y✓ .+r,c .. +..mix.. ,•► r :. • t ♦: •'?• > t r ,.wA''a•►"`,, •P1 y/rh wwtl. ti • v n �e tom' �n'i'r 4R7. +!"!., r �l *!iM!r �►"CIK1M•I!'1 l �'L 1'Ls� AMY "�'J ':'!� 16 w fi • e i . DOAK HOMES, INC. NWI/4 SECTION 10, T23N IR4E EXISTING G SURFACE oo p N r g oe 4" PERFORATED PVC C SDR35 ASTM3034) kDEM&SHED 4" -1 r fa IL I II I I II i •• I II I I II I I III ." ADOF DOWNSPOUT � I III I II I� I III TYPE 1 CATCH BASIN III �1WITH VANED GRATE III INSTALL 24' - *4 REBAR OVERFLOW / AT CENTER OF DRYWELLN _0 / • FOR FUTURE LOCATION C4 1 0 I �:.• •1(� 1 14' PVC i 1 C •'. I \ ._._. — F� - — 4 P VC — _ , — 1 --i I 1 ( 4' PVC w I - - [6" MAX. 1 — --- -FitN. �''¢ G +` S =2 — 95 file" - � r - � t' Q ­-4'- LEACH BED TUBING . I I I I 1 112 MIN. II ON LEVEL GRADE L._ - � .:� I I u I I_ h I �I 1 wI 4e' DIA. DRY WELL FILTER FABRIC LINER 12'MIN. O FILLED WITH 1.5 -3' 1/4' MESH SCREEN L_ _ _ _ — • j 1 M I I WASHED DRAIN R ON SIDES AND TOP ON PIPE INLET I I �I OF DRY WELL L--- - ----I I I I 12' MIN, AOOVE SEASONAL WATER TABLE OR I RESTRICTIVE LAYER 1.� - --- 48 I ROOF DOWNSPOUT DRYWELL NOT TO SCALE I NOTE: ALL UTILITIES, INCLUDING POWER, TELEPHONE, TV CABLE. ETC., SHALL BE PLACE UNDERGROUND PER TUKWILA ORDINANCE. � r r ' 20 DATUM ELEV 10.00 4r, CN 0 +0 1+00 PRIVATE ACCESS READ PROFILE 0 SCALE: 1' 30' HORZ. 1' =5' VERT. V V cn aaa , 20' WIDTH 20' WIDTH cQ "poor ~+ CAL - 2% - Z a �o W ce e .� Z W O • io • .^ p iA 0 ASPHALT COMPACT SUBBASE AND ALL SUBGRADE MATERIALS TO W a (C DES) 95X MAX. DENSITY PER ASTM MODIFlED PROCTOR. 4' CRUSHED SURFACING RSE (COMPACTED DEPTH) C111►cw T k� iRROW AS NECESSARY ``•. Z d PEftf)T t Aaft PROAM WMW r TO SCALE •� 03w3 1 •. SHEET 4 OF S lQ �- ...•.... .. r w K•Y.. /..I. w,+•M..+'..•V. ,y y ,�y/ i .I' 1". t•_: .- ........ _.....• .. .... w. .. _.. ».-._ ... .�. .. rwr�M.•+ r..++. w4. �e.► w. .�.�,����...- rM1iM.i*uw�.;.w: �. - J�� :r :i+�.,.�j.JM'�."Rw r�`�'ii MFM'.. ..i+�w 4 .. M ..+ ► ^ 1. �"J ? °+ 40 Ln .^ W N + e 1 W , Q > W Z �• O L w m'�, Q O Z uJ ,V '� j V uj (l m I W _ �D O X �0 ' ' w ^ 0� Q N FINI ED a ADE C7i + Q co / o m x XIS NG GRADE (n Q W N O or .. k �. 2 . 00 7 . .! N 0.60 .: N_ + ,. r •. 17'-- 4 'TIGHTLIN Li V 10'MIN TO OW ' 4 to ca 110' DRIVEWAY RILTRATION TRENCH t t c - PER D IL ON THIS SHEET 2 20 .. r ROW Own- i Z W cV - p Z< ' N 0 +0 1+00 PRIVATE ACCESS READ PROFILE 0 SCALE: 1' 30' HORZ. 1' =5' VERT. V V cn aaa , 20' WIDTH 20' WIDTH cQ "poor ~+ CAL - 2% - Z a �o W ce e .� Z W O • io • .^ p iA 0 ASPHALT COMPACT SUBBASE AND ALL SUBGRADE MATERIALS TO W a (C DES) 95X MAX. DENSITY PER ASTM MODIFlED PROCTOR. 4' CRUSHED SURFACING RSE (COMPACTED DEPTH) C111►cw T k� iRROW AS NECESSARY ``•. Z d PEftf)T t Aaft PROAM WMW r TO SCALE •� 03w3 1 •. SHEET 4 OF S lQ �- ...•.... .. r w K•Y.. /..I. w,+•M..+'..•V. ,y y ,�y/ i .I' 1". t•_: .- ........ _.....• .. .... w. .. _.. ».-._ ... .�. .. rwr�M.•+ r..++. w4. �e.► w. .�.�,����...- rM1iM.i*uw�.;.w: �. - J�� :r :i+�.,.�j.JM'�."Rw r�`�'ii MFM'.. ..i+�w 4 .. 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