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HomeMy WebLinkAboutPermit D02-091 - DOAK HOMES - PARCEL AD02-091 Doak Homes Lot A 12267 43 Av S r , ,r , "OA, ,1, r A ti $ I • t �1 S :� City of Tukwila M ■ , Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT z Parcel No.: 0179000142 H w Permit Number: D02 -091 re Address: 12269 43 AV S TUKW Issue Date: 06/07/2002 6 5 Suite No: Permit Expires On: 12/04/2002 U O W 0 I Tenant: ■ Name: DOAK HOMES - PARCEL A -J H Address: 12269 43 AV S, TUKWILA, WA W O Owner: 2 J Name: DOAK HOMES INC Phone: � <. Address: 11917 4 AV SW, SEATTLE WA N a • H w Contact Person: Z H Name: DARRYL DOAK Phone: 206 - 571 -2280 Z 0 Address: 11917 4TH AV SW, SEATTLE, WA w w : I 2 : . CI Contractor: U Name: Phone: p f- Address: , w w ' Contractor License No: Expiration Date: H U. u_ O j DESCRIPTION OF WORK: Z CONSTRUCTION OF A NEW 1,882 SQ FT SINGLE FAMILY RESIDENCE, 418 SQ FT ATTACHED GARAGE AND 80 SQ FT V N: UNCOVERED DECK AREA. i I PUBLIC WORKS ACTIVITIES INCLUDE: DRIVEWAY ACCESS, TEMP. EROSION, LAND ALTERING, PERM. WATER METER, Z WATER SERVICE, STORM DRAINAGE, SANITARY SIDE SEWER, AND UNDERGROUNDING OF POWER. Value of Construction: $181,184.80 Fees Collected: $7,653.97 Type of Fire Protection: Uniform Building Code Edition: 1997 . Type of Construction: V -N Occupancy per UBC: 7 Public Works Activities: Curb Cut/Access /Sidewalk/CSS: Y . Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N - " '?'\`"' -" Hauling: N Start Time: End Time: - Land Altering: Y Volumes: Cut 30 c.y. Fill 3 0 c.y. Landscape Irrigation: N 'r A. Moving Oversize Load: N Start Time: End Time: , ',, ;_ } , Sanitary Side Sewer: Y A Sewer Main Extension: N Private: 1 Public: t 4 ,,� ,,, Storm Drainage: Y 14, , , ', ^f St Use: N in Water Main Extension: N Private: Public: ,:, ,�p„ Water Meter: Channelization / Striping: ' doc: Devperm D02 -091 Printed: 06 -07 -2002 :`-,rZ , j'a`w ,a'u a . AVO KD kM. Av ,itPa0+t�tar, x .... .. . . .. ..._ .._. _ .. . , , _. .... ......_.... -.. � - •aw.harca � ,.caws ,r,..a. ,....... , �....,.`.�.a+.....». .-. . . C itof 1ukwila f Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: k Ct 0h..) Date: (.0 7 , z CL w. 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 U : ordinances governing this work will be complied with, whether specified herein or not. U O co 0 The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws W = regulating construction or the performance of work. I am authorized to sign and obtain this development permit. -' CO u • Ili Signature: 4 �C Date: - 7"'0 v_ Q 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 Z H. suspended or abandoned for a period of 180 days from the last inspection. H O z ?' 1 • 0 O — off- , w W u. O : U N O H Z o j 1 44,0- a MAW -1 , lflj wiRfli ' doc: Devperm D02 -091 Printed: 06 -07 -2002 _ ,. ,, }n;, ri ' ( 5) C of 1 ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Z Parcel No.: 0179000142 Permit Number: D02 ~ w re Address: 12269 43 AV S TUKW Status: ISSUED D Suite No: Applied Date: 04/11/2002 Tenant: DOAK HOMES - PARCEL A Issue Date: 06/07/2002 u O co W WI F— • 1: ** *BUILDING DEPARTMENT * ** N u- • WO 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by g5 • that agency, including all gas u- piping (296 - 4722). N a 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be H W inspected by that agency z 1 (206- 835 - 1111). F— O 5: All mechanical work shall be under separate permit issued by the City of Tukwila. w W 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These 2 D documents are to be U N maintained and available until final inspection approval is granted. p H • 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. w W Documents shall bear the seal and H U signature of a Washington State Professional Engineer. u.. ~ O 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification Z ' showing the fire performance v N rating thereof. 0 H 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as z amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 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: All wood to remain in placed concrete shall be treated wood. 12: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations 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 ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 13: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. . 14: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State'' Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. . . ' . ` 15: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. - „::F 16: Appliances which generate flame, ignition, t5 M, ^:� Y spark or glowing ignition shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). t 17: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). �> a , 18: ** *PUBLIC WORKS DEPARTMENT * ** `` • 19: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. r ot.« : r l;' . jt 20: Any material spilled onto any street shall be cleaned up immediately. . ) `; 21: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into ,s: ;;,,, existing drainage facilities. ;.,,13'. > '. "` 22: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be wilds �i MOM doc: Conditions 002 -091 Printed: 06 -07 -2002 gi, °a ' NlH' fWrk%.<.. rtrM. axMa"' q+ 4srawx4Rtn :•%v,.rm+,ir'!,P*.Ta'.: A1x.0 ..�"WVaw iw. eP.r...e +err . «,.. +:... w......: w..- ...... .:.: ...; .. .,•:. {,�x^�,...wY..:.r .. .... ........ ...: .......,: ., ..._ .. t• l �.. Cit of Tukwila 0 "k l ieu ca8 .'t Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 a maximum of 15 %. Turning radii shall be a minimum of 5'. Z � Z re 2 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances 6 U governing this work will be complied with, whether specified herein or not. U 0 f w = . 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. w w • . Signature: a (atia/a. .,�c.� � Date: 7 0 � g LL ( � a til Print Name: ajj/ e/ . ' ~ _ ZO uj 0 11.1 11.1 H � W Z u O • � R 'N.7 tti z. + ' S . t v;,a rrs�. } doc: Conditions D02 -091 Printed: 06- 07- 2002 • . .. wn ,.+, n +-« ww+ rt>. �wHra»' w» arir. wYxnv .edcx. .. . . ........ .. . .... « «. . «..., »., _ .... .......... wwe .,.+.,.i.a,+r1Vi.ti'i47,rhii.' • � i . • „ J �.`”` w?s? CITY OF TU '/VILA MK - ' R STAFF USE ONLY , y l i , g Permit Center Project Number: 4; �: 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 DO2_VR_t_ ' "rs X (206) 431 - 3670 Permit Number: Single- Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. / 11'1 L Applications will not be accepted through the mail or facsimile. Project Name/Tenant:' j >4)6064 �3 Value of Construction: �tlo Va Sit z ?� o Cict t_. i+,0 ! l < f 0 rl e-1.---;- 4-4�� Addre s: f City State/Zip: : Tax Parcel Numb r: V Z. 5 f iJk.'Z•►e W, Y p q Property Owner: •Th < v Phone: • 1 2i -. ,�c t _ o; - 7 ( ?7_ Street Address: I )�' I City St / ip: Fax #: Contractor: ;; �� Phone: I �GWY� � ° 1 , D t k ,1 Y: 206 s 7 / ti Street Address: .• 1l City at / ip: Fax #: Architect: Z oU�, e ;� , 2 _ l � Phone: Street Address: - , � ,( City State/Zip: ^ Fax #: 1 z La 3 NE i 5 Z S se c l s Engineer t r Phone: 1 11 1 G(t a il j i vieen J 2 l a4e, 9 ;( T ti c. Lf zS - i-1 s `-; - I ( ) Street Add ss: City ate /ZI Fa x #: Z HD RD ZS W Q' Vj l if W�� 9f$ " / 7 }': • _ I- vG�c ►n I•- Z Contact Person: 6,Th Phone: Git,i id - Dvci lc Sr z oc� 5 71 - 22.4 D Street Address: City State/Zip: Fax #: J Description of work to be done: -J _ S i 0 e- - r - arht I/1 Hor'e w WO Type of work: New Single-Family Residence 2 yp g y ❑Addition - Single- Family Residence J Interior Remodel- Single- Family Residence ❑ Residential Accessory Structure* L.L. El Remodel /Addition to Accessory Structure El Garage(s) 2 a ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof I _ ZI. Is this site served by: ,l Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) I-- O Z (— Existing Square Footage for Structure: &' sq. ft. Dwelling * sq. ft. Covered Deck(s) W sq. ft. Garage /Carport 7 sq. ft. Accessory Structure(s) e sq. ft. Uncovered Deck U p co Proposed New F97- ew Square Footage: 1 l- sq. ft. Dwelling l sq. ft. Covered Deck(s) 0 - 9 $ sq. ft. Garage /Carport sq. ft. Accessory Structure(s) V sq. ft. Uncovered Deck W_ w Floor Area Ratio: (total floor area of all structures divided by the area of the lot) (-1 6 ~ Y- *For an Accessory dwelling, provide the following: iii Z Lot area Floor area of principal dwelling Floor area of accessory dwelling tJ O ~' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Z APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) . El Channelization /Striping MTCurb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault)tt: Size(s): • ❑ Flood Control Zone ❑ Hauling fa Land Altering: * Cut �✓- 0 cubic yds. • Fill 2O cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: 0 Sanitary Side Sewer #: I ❑ Sewer Main Extension 0 Private 0 Public ■ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ii Water Meter /Permanent # I Size(s): 3 /¢ 1r u/ c) 4t 5'2 04 4 - G o7.- El Water Meter Temp # Size(s): Est. quantity: gal Schedule: i .' Miscellaneous UJJ1)C,r2c -0-4- D fbuirSL r Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- p ` . � 1, viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. t Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- MEN _ pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon i written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall l aw Ina be extended more than once. application accepted: Date application expires: Application taken b :initials i' Date a PP P PP P PP Y (initials) t NM . 1111111■ 4 f - // -- 0 /0 Jccv p � 11 . PLEASE SIGN BACK OF APPLICATION FORM I j i SFPERMIT.DOC 2/13/97 ` way " �'M Y - -F i RESIDENT! ' L P RMIT APPLICATIONS MUST B SUBMITTED WITH THE FOLLOWING: ➢ DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ in King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, Z downspouts and foundation drains, and where drains tie -in. = H 7. Parking plan. w 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. _J v 0 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. cn o 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the w shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). �'- 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the w O high water mark. 2 .13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form g H -9). ❑ ❑ Foundation plan and details _ ❑ ❑ Floor plan ? ❑ ❑ Roof plan w o w ❑ ❑ Building elevations (all views) 2 p ❑ ❑ Building height p co ❑ ❑ Building cross - section w H w = ❑ ❑ Structural framing plans and details necessary to completely describe construction v u- I-- ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available z at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. c cn ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, p H Variance, Shoreline or Tree Permit). Z ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. ': (11 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 0 ER O ' UTH IZED AGENT: Z ' i Signature: ( - . Date: Print name: � Phone: Fa • ; Address: / _< City /State /Zip: 4 111 V .. SFI ERMIT.DOC 2/13/97 { � � ssis.. �... •- ::: .. „r, i . 4.. ..... . r.,. ivk. rin.. rs . i.,z.;..Wi(G= 7F,:h1.S�kSar'yl aii..u:' ;'it w.. ; l* f. N'.Y.: '.7 [• . ; Mvinr wP ‘XkS.nv.iw. +...�t�.� " ; v.{• j.•.:,k., n4 117y yr7 •. w: t3: fFSr�, Y,* j„' s. �+.' l�r�' Y, iw. w: w: y, xn,' 7, V} srtf.; rto!+ Y.' N•, :ittb,'nr..ae;K._,.ri`;sYzi.:2 . -,,,C.r- ',) ._ - ' .k. . ' / 4(6Nt .. , . \ ', 7 1904 il & 4 City of Tukwila ... 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 RECEIPT < . , z re LI 6 m Parcel No.: 0179000142 Permit Number: D02-091 -J 0 0 0 Address: 12269 43 AV S TUKW Status: ISSUED 0 0 : Suite No: Applied Date: 04/11/2002 W Lu 111 I Applicant: DOAK HOMES - PARCEL A Issue Date: 06/07/2002 _if_ . W LL' . ; I k i Receipt No.: R020000834 Payment Amount: 351.12 g 5 u_ a Initials: SKS Payment Date: 06/20/2002 05:18 PM W 3 i User ID: 1165 Balance: $0.00 I-- Ui Z I-0 Payee: DOAK HOMES, INC Z I— LU uj 2 D D C3 0 D- • TRANSACTION LIST: • 0 1-- Type Method Description Ill uj • ' . Amount 1 1— u. g' Payment Check 1854 351.12 Z Lii co 0 I r- I i--- 0 ACCOUNT ITEM LIST: Z Description Account Code Current Putts BUILDING - RES 000/322.100 212.80 PLAN CHECK - RES 000/345.830 138.32 • Total: 351.12 , . TRIOA5 1 : . fdlisi;I: ‘ !1'1 7 1r"•.?.; .R13 it*At 1 ik ,1 i • MAI ..V .''' r; i .• -r 7: • doc: Receipt Printed: 06-20-2002 ' 1 ., • .,.,, — )4 4. A . •.■ 1 . , . .. ■ . „ My / . . •+' '� ';{ v C it k 1 r o o 1 u wi a 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 , Z RECEIPT < Z 6 Ce 1 Parcel No.: 0179000142 Permit Number: D02 -091 U O Address: 12269 43 AV S TUKW Status: PENDING CO to LU Suite No: Applied Date: 04/11/2002 uJ I Applicant: DOAK HOMES - PARCEL A Issue Date: co u_ . Receipt No.: R020000759 Payment Amount: 6,709.55 g Q Initials: KAS Payment Date: 06/07/2002 04:08 PM = W User ID: 1684 Balance: $0.00 Z H , I ' L I Z Payment Check 1800 6,709.55 111 O F. Z ACCOUNT ITEM LIST: Description Account Code Current Pmts + ' l BUILDING - RES 000/322.100 1,452.95 INSP FEE - SME /SSS 402/342.400 20.00 INSP FEE - STORM DRAIN 412/342.400 15.00 ' INSP FEE - UTILITY 000/342.400 15.00 LAND ALTERING PERMIT FEE 000/322.100 37.00 . LAND ALTERING PLAN CHECK 000/345.830 23.50 PLAN CHECK - UTILITY 000/345.830 20.00 PLAN CHECK - WATER METER 000/345.830 10.00 STATE BUILDING SURCHARGE 000/386.904 4.50 WATER CONNECTION 401/388.102 60.00 WATER INSPECTION FEE 401/342.400 15.00 WATER INSTALLATION (DEP) 401/386.520 250.00: � ; WATER SPECIAL CONNECT 401/388.101 4,761.60 WATER TURN -ON FEE 401/343.405 25.00 i.? "'K=t: ;Y., Total: 6,709.55 • s\' ,,, ; 1 ,, 7 doc: Receipt Printed: 06 -07 -2002 z,', 1 1 ..u._eJ. ...... � ...... . •.. ..._....u,......a . v.'.c ] aVUN -i .. •.. .tW.Yn ylff f.....1NC•r - .•r.x.v5. :. .. i - . ... -i.... . _..._... .. .. ... r ...a n if: . ..... -:.. ». ..... ... r.v . .p+w.w:HYK ° +!YAP Iiy!MC�F'%`9+R NW. - -- — ‘ : .-- - ' ......"-- V - ' ( / • - , „et& 4 4.. om iagos 8) 01 e V. City of Tukwila to x it /gob 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 z I , I RECEIPT , r y ill La. nic 6 5 Parcel No.: 0179000142 Permit Number: D02-091 ..., o , o o Address: Status: PENDING w 0 i Suite No: Applied Date: 04/11/2002 ILI i 1 Applicant: DOAK HOMES - PARCEL A Issue Date: , 1 2 li I Receipt No.: R020000478 Payment Amount: 72.80 g5 . i u.< D Initials: KAS Payment Date: 04/11/2002 03:23 PM D. el i User ID: uj 1684 Balance: $1,457.45 i— i I LLI i 1 CO v I..._. .1. 0 Z ACCOUNT ITEM LIST: Description Account Code 0 Current Pmts I PLAN CHECK - RES 000/345.830 72.80 0 \ Total: 72.80 - ,..:,-_---„, ---, A bi,;: , t ; c - l i pmff FR44,r4; 1 i6434 . rata 1 ■ 7' )4" i.? 97.1 TOTAL. 201.6. 24 tate., 1 doc: Receipt Printed: 04-11-2002 16 11.011.1.4100 osommoo00merh0 I - - - - -�,cr- I, . / 1 H #. • ` r $ • L Cit of Tukwila tgoe Y 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT = Z W QQ 2 Parcel No.: 0179000142 Permit Number: D02 -091 _Jo , Address: Status: PENDING p Suite No: Applied Date: 04/11/2002 • t w Applicant: DOAK HOMES - PARCEL A Issue Date: w H w u_ Receipt No.: R020000474 Payment Amount: 871.62 g F- • . J, u. Q { Initials: KAS Payment Date: 04/11/2002 02:59 PM co d User ID: 1684 Balance: $1,345.45 = w ~_ Zi— t— O Payee: DOAK HOMES w I-- 2n . • U� TRANSACTION LIST: 0 N Type Method Description W ~ Amount I w Payment Check 1661 871.62 L I Z'. l!! N U O . /— i ACCOUNT ITEM LIST: Z Description Account Code • Current Pmts PLAN CHECK - RES 000/345.830 871.62 \ . i Total: 871.62 t <; ;;: `:;;', x;4:1 1 44 u akcg + M34, 4 .- 7 )4/i2 2 :' "1.!s TOTAL i 61L 2016 w 2 i doc: Receipt Printed: 04 -11 -2002 ? Y ! � E' . ,. t .. _ _ - -- - . _, , , z �w -- 1.7—.. ,,-- c---. ^. ,--. t ..r.rv- .....- .,, „ te r ,,.. ,-- CI .. ; INSPECTION REC � `:D w i Ret a copy with permit 12 - N 1.... INSPE ION NO. PER 0. yeti L' l CITY OF TUKWILA BUILDING DIVISION ' � . � �' . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)431 -3670 g Q Pro' t: Type of ection: d ()/9/( tllE5 /,g��C W A des �� DateCalled — 2 3 93 r c �/ ‘..3 I— 1— a I� O ' . Special Instructions: Date Wanted: a.m. t;9-€/2 E L I -7,23 —L,3 p.m. LU LU W Reques er: 0 1.C, L: 30. /42,57( o Y /HI /V . / ? /d/e Phone re 9[ 2 - o7-7( O W 1-- W H r. U it: Ili, . Approved per applicable codes. El Corrections required prior to approval. I— \ ... COMMENTS: U Z - - / J) Prrcfd' n�'} k t 7 1T i --- 06 I= F” Z I 1 Oci , /v V r /n1S2 / /f3-7 �k V , I � v r/77:ll /S . . 1 o k 7 // A/ �- / C �i i s,F Inspec • r• Date: k !;.. a„r y $ 7.00 REINSPECTIO FEE REQUIRE r ior to inspection, fee must be ': a ' `" 0 ' aid at 6300 Southcen er Blvd., Suite 100. Call to schedule reinspection. 1, . Receipt No.: Date: Mat ;,'= • ` . , . 5. . .1,n :w: rF '.i «s$�fi,'.o +and�ld 5 13; +7vd t3Kii „ ?.: ;i114h '.4,�`i:;uiS' .V nt 1 - -.- . '-.4'_f ,, , \ , z 1._ z Lu re 2 . 6 = . , . ,....„ 0 0 cn 0 ( O'''*: , INSPECTION REC 2D DO2- 0 6 1 ) u) w ..- MI i • , Retain a copy with peennt -J i- g 4, INSPECTION NO. • PERMIT NO. U) u_ • ."-'' ' . 11.1 0 : CITY OF TUKWILA BUILDING DIVISION 2 >- g 5, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 6.,:. u.. < of - Project : Type of Inspection: U) D t '• Doak Horyies PW Final , . Address .,5:: - y 0 x- ' : Date Called: F- W ki ' ' ' I 2 269. 4 43k) Ave S 1-17-03 i v., E- 0 : . .. Special Instructions: 21 b.... en Date Wanted: . Z I— rairce 1 A 1-- 5 P•m• 11,1 uj Requester: T--% 2 D ar D o o1/4K n 0 0 w — . Phone No: 2. 0 6 -72 -22g4 w — w .- On :. El Approved per applicable cOdes. Ei Corrections required prior to approval. 1 t' • COMMENTS:' Lii z li A e• rt ... 0 p..1 Fat 1/7.1 )0 'Ilikia b 0O\ 0 1— Z f:' Y, .: I; Pr 1k It 11 - • . 1 kei.,.. t(1 VI iI.K1\ 1A- : . i ii... ,.. *. i , -''.6 6 - • A. 1f1 i i4, , -• f..;_.•: - It U ,•111A I 1)31 -1• irt V,7qA 61-- — . •■ ' e tait C .1 j; ' i ).' ' n sii/ Inspector . : -, , c O.f'',' ' tip j Date: i . 'r•-` ......-. ty , , E l $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ;.*Oltili T...' paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ' • 44133 Receipt No.: Date: . , , Attitrei, , - , i .. Win N.: '' , , .„ . ' . _ _ _- _ / Z I— Z Y v .. .. a .. $., i .. 0 , , U O INSPECTION RECORD co W Retain a copy with permit °� 0� I w t INSPECTION NO. PERMIT NO. O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 J • Project: i 1 Type of Inspection: u d T) ()ct K. l -)rml1 P S, —? tYe 14 (.I )r r P ;' z Address: Date called: to a if AvPs 1 /g 0 -- ?0 2?' Special al instructions: Date wanted: a.m. Z 0 =; u to s e- I) K/inc 2W O - . Phone ' U 1— 010 - 37d G2� / w . . t ..,., = W ..' El Approved per applicable codes.. El Corrections required prior to approval. I " H u.. COMMENTS: Z lil N ;' U �' o 1" i �; .x �� Z } W '' f' /? / 9/02 % ( .t !/ ' . . . , . . .ri / .j}.A` (se p 1 41 , . . ::,,,.-- .., f. i• , ,. l ' .„ „ . C. • ,.:. ...., . '- k'; ' l •y fL. S' 1 ' 3 t t 4 A' Inspector: Date: i {' l •t- / :iL 04 ^-�: El $47.00 R EINSPECTION FEE R EQUIRED. P rior to inspection, f m ust be paid '' at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: woviii 4 . ... «.....,..._......_.__. _ .. ... ,:,' r.} .; . + 0 24 4 a:0. ` At4ladhr4n;� t � n �����4 .{ 45M4 1 444i 1 t/���' ��i:6 5 : ,� f� /���',�{ •YPaie 9 h trSp1, Y}dS'� v2�iC%.S`. 4�;etii� },v4 /fYtx'SF•�+ ■ — - - _ ' . Z ~ W re 2 W 2 ;. � INSPE CTION REC rn o f :> Retain a copy with permit D( ' 2-" ( 1' CO = INSPECTION NO.. PERMIT NO. J 1- CITY OF TUKWILA BUILDING DIVISION v - w o ,4 :'� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 M Project: Type of Inspection: J IL t. aylx �� c�IE S- 1r��rfi._ A .. WA LL50-R�� u) Q s _:; A dress: Date Calle a ;7026 7 .4/3: A ✓ •,S f 0 3/-- °Z.. f � W .' Special Instructions: Date Wanted: a.m. ? l- 11 - /— UZ (fir: 1— ° Z I— Requester: W W C/ / /S 2 D Phone No: 0 o n, 37Z - Li ° o i-- %approved per applicable codes 0 Corrections required prior to approval. = U COMMENTS: u 0 ljZ - I 0 Z y '. 5 � i 1 t` :...... it" t T' fnspec . Date: ; : _ L`n G /�1. ( AAA �u - � C... iii: j 't E q ' F E �a ; , ' 700 REINSPECTION FEE EQUIRED. Pri r to inspection, fee must be „ „,t :,>: '. paid at b300 Southcenter BI ., Suite 100, all to schedule reinspection. V j uitPM :•, Receipt No.: Date: a� i , r ) Z F' Z re a iO INSPECTION RED w co 0 = 1 ' Retain a copy with permit , �� ^� -J ' INSPECTION NO. PERMIT O. 0 IL CITY OF TUKWILA BUILDING DIVISION V la O - - - - -. • N N • • • Z ~ W 6 _ ':,.. : 0 , INSPECTION ROOD . N o Retain a ropy with permit ✓Uw ! I W co = INSPECTION NO. PERMIT NO. —I }— CITY OF TUKWILA BUILDING DIVISION 4‘^. w o • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 2 P oject: Type of I g a €a/( Arper Fa' roe/ 1= c v iIv .- Address: � Date C I a 1/3 U d: - 2-3 -0 _ � i., Special Instructions: Date Wanted: im. D Z� ) 0' Z - 0 2 p.m• Z O Re W W Da v V - D0 Phone No: U U 2i0 — T- 1 -- 3 ° o- 1- W JApproved per applicable codes. 0 Corrections required prior to approval. V : COMMENTS: LL O ' .t T r CA on c r M z 1- fra m I >1 e 1,94.. 17- 1 O F- 1 t'S -Pr v ‘e vr\, z , -, Skp„„, (A) \ 1. C Q,.,,,, - p >ro vp C . , . ,, , t f ' , ;a c elkA • • Inspector: D ate: pi , l 1' 0 z i .P t in El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be t: paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. yt' : �.: Receipt No.: Date: s.�`?x'i L q7 •y Y' ' " u3471 . .VIAa`e.w�• i olA il.,.r e 'A ,644etrr, a 4") . 4 1 A 4vf,E6:1 Z :•: ... . , a ' INSPECTION RE - Q qi co O ?; Retain a copy with permito� 0 w . INSPECTION NO. PERMIT NO. J H CITY OF TUKWILA BUILDING DIVISION co u '+ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 31-3670 w } .a • P ect: / A Type f spection: g =1 LAP.11/(-- e.,,,5 yid& 74 a.v1/1 ti u_ < Address: D a te all u / c 2 .9 Z / .. S~ I f 7 To = w ':... Special. Instructions: Date . tcA Z F- 1-- O Requ r. Z I- arr� 2 D Phone No: Phone Z -; Sc 0 • 1•- 0 Approved per applicable codes. Corrections required prior to approval. ' W W H � .!''' . .. COMMENTS: . ; u ' O f , o r �� � S U S -- �Y�)w fir'+ ) 0 � cn ,:: . . '- p i- 1-ecs \--\ e IAA --. 1 3 o 1- Z i 5 ) 1 1 1 �i ed - n{'k I r\S -PGA# I G V1 L li , . . ''''' ' o --A-0 \'_v\sk,--i--Q ,.:-.•: . . . „:;. . . . : . o— ; i ” .,,, .,..... .. , :., . ., ,+,., 1 ,,,,,„ ,,,:-. , •';'4,i410k4 ( Inspect° . N i(��� ate: ;o ;061-4 ` i • ..' . a $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be „ „ ,, paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ' -� Receipt No.: .,.. . Date: s: ti}x�z .,.,,,,,t,11 .,04, b s . !"M- dt'S d/w0.'bl�ssa.cank.� • .... • � o. n ... ^` rez ..,.....„........,...„,„.:.„,„,,,!„,:iHi'44 s:$044.';V:40, Z HW . � ,t .. INSPECTION RE D e u) w Retain a copy with permit , wz INSPECTION NO. PERMI t • CO u. : CITY OF TUKWILA BUILDING DIVISION 4 1 w 6300 Southcenter Blvd., #100, T ukwila, WA 98188 (20.)431 -3670 g J • :z; Probe c2 i 4TYeofInon : Address: ..S Date Cal ed: l = ' -. / b 9 -,/,J / -7 /- a Z Spe ial Instructions: Date Wanted,, /y oa (j ) Z p t O' �..Y\ S roc. l (j Requester: p.m. w w 0 Phone No: O co ✓ ; 7 2 2 0 1 w w S Approved per applicable codes. Corrections required prior to approval. F' ';t, COMMENTS: O � z .., ' .) � . • ctr 5 �rr- rrlt)w� 0 UrnL) h w H= . : : )� �� .5 ) p 4 4f 1A/e...-4 0 I-- Z '�'_ ' : �:' � W ■ ∎ v. A r), I.1 } t ) f.S`1 (C l 5 `�'-r4 f . ' \ ' 3 Co w\cle4 r. , ti .04. -er I IN 1 1 r t.. V r to CASe S we 1 14 i 0 Pc-I, - 4r 0.5.5 t = Unc GolW p Y1,PerlS A ' �) 9 t� (m , . ft� v" pr r - Sc h Pc(u /Uo4e 4 h Yn, • • S,) . 1 nr \w 1 05 L r) et b e I � ( , t'. ` NY —c)u t r•VP! -P V�r i i V1 .PP r S C.,i f, ( Pr/ ` t --\- r /� j ' S� I s . : tp } A 3 , 4 r • o AA, c� IS F \fi A r p c c . I ) PIP VV ©I In' S -00./ Vk a .1 U © Y tQa y: i . .., , i++ ��(7� inspector. ' m Date: I r ' eq. *. i 4 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be t.,.;s,;.g <S1r: - paid att300 Southcenter Blvd., Suite 10Q. Call to schedule reinspection. Receipt No.. ` Date: }r , ,,,,: p•..:1: - - zo \---,,, \D■ocv._ --\C1‘k V kij CA. \j 4.r 4 , 1: • . ,: k+a — :1 'xi s'Ai.u, :4.40zq .{ , a Iit1h«r4 d„e 1,, tf iirifx + 7 - - , Z F- W igt . U O O � N W INSPECTIO RE00D W = ' Retain a co with permit ���~ �� /% -J 1• 1 INSPECTION N0. copy p PERMI O CITY OF TUKWILA BUILDING DIVISION J 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 • g a Project `h (, « Ar Type of Inspection: CO . a OI4. 6Mec 7G1MI). = d Ad�lr : � 3 A Date Called: 1O — ` O , z LU '4 i v. H O Special Instructions: Date Wanted: a Z I— 1 . 1 0 —)� -off WW s I �T ` t r Requester: 0 P hone No: I 0 WW . = U El Approved per applicable codes. El Corrections required prior to approval. :' O I COMMENTS: l ! ' Z l Q J (. cr ra j .D l .i.�A ( I Shop Apt .i U = . I. '2. SW— ■ 1 O t I 1 1I. j .prs c* - Ptil4 -. f 1 .. o over c c c S)� �1 ' 1 q _ 0- 0- . >7•er of y 13 A 3s s r Si 1 I ( J o . _ 4 G v Wok' l 1 1) , pp V c 't 1 l (anc ). rs (Ink -- I c rn( 1 e no 2 - > 'i §.--- .: i .,. t . ` .: . T Inspector: �. ( Date: g- ook,A 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be : j ? h paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i WS Receipt No.: Date: j r Is, b y , . , a ,i. r - -_ .._ ..__. ....___�.. ..., ._. .. «.--•--- -. ,_.. ,. ,..... ...,. . .,... .. « % ,4 .a.'w'i.a <1AY ?':r 44 ' > 21'll? . ..:i174;0.'44, r - - - -- _ — j 3 i :A: i Inspecto c X�` D ate: '- ,L +- /� tx .:{::,: in El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be � ' ..' paid at X300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r • Receipt No D ate: 6`14 .i_ "w' ,, +sHae �'.' wre 1`. A� ;lr.r''' ,d14J , f 4 ef`Yt: £tFC� ■ . j -- . ,r t I Z ,ta=- W W q J f i I J V i s 4:0:13,\ U OQ N RE CO p .b0Z -0?/ w W Retain a copy with permit _.1 z ., - INSPECTION NO. P IT NO. (A LL . !S;;,. : CITY OF TUKWILA BUILDING DIVISION w ► ' W ° I f' ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 �,,. Pro'ect: � // n,/ . ,� / Type of Inspection: IL. < j : . /' . e ..- /G��-d .17 e-f9,' . :i i /i/at /., CO d •'r,:: Address: Date Called: = W Z Special Instructions: Date Wanted: (gnu•„) i .._ O JO - 42 p.m. Z I— W • Requ ster: W Phony No: — - (Zz) e,--772 --Z 9 ' a H - r. ; WW . ? ., EApproved per. applicable codes. J Corrections required prior to approval. 1 O F. — COMMENTS: itl Z O 4.. "a erA , P wt w C(( S 1= O r ; Z ,; o\p rn V c `)-e Y 1, 'PV 9 i r\ S I \'PtM fA 0 ..._ - CtJ ue if ',.;: , r ' '"--'..,,,,,,z,,,,,,, ElPi .' . Ins ector. '1 Date. /� /� ry ,-; $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be !�►_> paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i yi# , ,IP.•- ' :gig . : Receipt No.: Date: =� i. °SS h i -- - - . p.. 9;i V • + . `?� 411,; ,t .� : tYt ■ t ! • � ; r'1 �t� Yi�r k I nspector: //('f6_�w '(�!'A/� #0,-, Date /f/ J {/� {� Fty...; . ., Li $47.00 REINSPECTION F, REQUIRED. Prior to inspection, fee must be paid ;. „'; ;,;• at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. w' ' ;1 : ' , ; , ,I. Receipt No: Date: # : 'r b y C -44 t" /r_: "-.`4% +F'c': .. . , .. .. iYVM.YN. -�! _. .. },M. , it.i •W Yia "r }v im u. • I j— Z 111 ':: "J • .* C • .. • INSPECTION REID . —/ u) 0 w Retain a copy with permit w INSPECTION NO. P IT NO. u. • CITY OF TUKWILA BUILDING DIVISION" I( ;jr, . Lu 0 i 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06) 1-3670 2 Project:. 'Type of Inspection: U_ < p6q/V N 4 104/6 / P. — a A dress: Date Called: ( g (1,43 AVS W Z Special Instructions: Date Wanted Ca.m. ) -/6 P7m. 0 z Requester: 11J uj r Phone No: 0 si2 0.2cib) 0 f— U.1 Approved per applicable codes. ]Corrections required prior to approval. ° L I 0 CO NTS: C.) ;.:!: • , A; , 4Vir • Inspector Date: , • i'Aq af5,e „OM $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ; paid at t300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: " * ,irseiwftliftoZWIkr :It) 441 ''' t , avx' S z ,_ W ( I NSPECTION REC Oct w J . Retain a copy with permit _1 1 • INSPECTION NO. • PERMIT NO. 0 I CITY Y OF TUKWILA BUILDING DIVISION W } 6300 So`uthcenter BIVd, #100, Tukwila, WA 98188 (206)431 -3670. g J • �a Project: Type of Inspection: N a (3• .c cc z w Addres ' Date called: Z H 11..:19 l, C,..►. z. I— O Special i nstructions: r Date wanted: a.m. Z I 1 p.m. W W Requester: 2 D V u) Phone: O — H W W n Approved per applicable codes. • n Corrections required prior to approval. h - r- u 0 . COMMENTS: l il Z M" V = : H c. p ' 0 I- . 155 - 7/ 1 2, CY' ,0 w 4,. ••.... Z I. . d4: ' a 4.d. 6 lk *4 . V C., : ?,.; :: f g%1 i Lit,, - Nt,L--411 ef C../..› c114,6 M (1 g ft t. ■,, I tk... �t l 1, i F I/V N, 0 A A.Jk 0 t, r f ".'. .:Lys, •,; .'r I N P d.wtEr3,4,{,�:i: . t 1 _. Inspector: Date: ..: +� ?'t$a , n $47.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid 1 i at 6300 Southcenter Blvd.; Suite 100. Call to schedule reinspection. x "' Receipt No: } Date: � , �CIA - •6:r ( ,.,. s ,'� .'4b�+a;v4''�Lt,�: w:..tie 4r�.t ;�. ; ` �� 3 . Irv. . % Z < • Il i— MI , 6 m 0 0 : • ., , INSPECTION RECQ Do 2- PI / .. . ... ILJ x Retain a copy with permit 0 li. , ! INSPECTION NO. PERMIT NO. . . . • .....t CITY OF TUKWILA BUILDING DIVISION (., 2 , ;. . .., .-( , t- . . . ., . ., .., . .,., .,.. ,,, ...-,,,, ..f..q.,,, A , i ,,I. . .,, -0: ,4 ,ii :.f: .V,,,,t- ,ti.14-u".i.4.. , .:41„1.,,1;4wvpe.457,t , .4,,DA4..., . - • oviWAPVYAlft Itrliftntallortgat 4' tt'Af,t1A 4, , . i - - - i r_r -- a Z JU ;:l:' '‘. 0 INSPECTION REC I i . u) 0 Retain a copy with permit w = ?t . INSPECTION NO. PERMIT NO. i ' I CITY OF TUKWILA BUILDING DIVISION . W 0 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 2 Project: / Type of Inspection: u_ j s.s dress: fT Date called: O A )z 6 9 ' 3 r ` 4ve S O -7 //i /o, Z I . ' ';. , Special instructions Date wa a. . O .'::E_. to Ja 1fiQ t - f '!/.5 o'7,// lO� p.m. W Reque r: W . q - 7Le(/1oo/\ l + T b e c S uhc,oldopt n o Phone: 0 u, 3 -7a 6-I 01- y.. Approved per applicable codes. C Corrections required prior to approval. H ILI U COMMENTS: L " O s U � H- H :55C 7f 1 Vo2.- ,rn pro ld ,C /k(. �./r, z 1 ',,,',..- . t 6s( (/ /Ic JA w� T)2-x. T..€.p , . [ H--7) ii•-,-P 6 lc . /A-.Jex-DA P.--c-1-7 iS AcAA.4 s -;r . . kv b rt Ai rir / . ., , s. . . . 4, �' i fs t{ t om, . , : min, Inspector: //'��� Q om, • ' `A � (�V Date: 1 . * $ 47.00 REINSPECTION FEE REQUIRED. P rior to inspection, fee must be paid " :ei at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ; ° "1 Receipt No: ���ti' Date: ., , : { :MK , f"I{ s rr,7•r ,,r.,d -d,. ;4 ;u..1 . *an. i,,,kk.y.o.ris r<:aw • I' , ,i0k4tirolf0:e0"0Y.w , . , .... • , cwt+: u'$ dY.A'.'+ `.ssit'Sto.'hKM , N1,d , ,, , V ,0 . !::N;b;(94 7 .. - • — . - -.« - N N Z • • ■ =Z CC W ! • Jo a) t oy . 0 o INSPECTION RECO D w r: • = Retain a copy with permit � � _ I INSPECTION NO PERMIT NO. . W 0 I C I TY OF TUKWILA BUILDING DIVISION 2 h : 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 r . �a rnD 1 Project: Type of Inspection: t d ► , 0 Q e / S... - � raf.1,c.c. ec __ .. .'', .- LIJ Address: Date called: ✓ Z /a a& f - � 3 , ?ti/,S, 7 - / 1 - A Z1- 1 Special instructions: , Date wanted: a.m. ` Z 1- r ? -- / 1- c 6 I, a_ � � I Re uester:.' 2 D i q O V Phone: D 1- a a.4 , 32i ., To =u El Approved per applicable codes. El Corrections required prior to approval. LL. 0 Z 1 ' A /j COMMENTS: jL U . h PI - Z I s •c c4 G . t7) C 1 a I 1 I I. I . ', h I ? " " ti: p • • M1. I t : : : E: 4 "fi;r i Inspector: l Date: , ( ? / /('L 111 , I El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid ,t>:.;" I.1R�jv I at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ° t ,,„ .t ', ,r :1 .. i , U, `! 'i +d7 " /,,caY.HY'JR \ "Jt• 0^. n9h' Y+n`ttwa <Yr:ur:+beraxv,..+u.n. ,,,...., .4,.•.....,..,, ,..„.„,....„...:..,, , , • ' (: s•, ••a; . „� « � ' d�,d } + �.ei�i i � f:iek!,t «tr " �.�.:...„ b,..4/.rm t Z HW re 2 0 0 0 ; . , 1 -.I IIIPM1 INSPECTION RE li Retain a copy with permit � " 0 9 / u f INSPECTION NO. / I PERMIT NO. • W 0 k ! CITY OF TUKWILA BUILDING DIVISION •'t► ; 2 6300 Southcenter Blvd, #100, Tukwila, WA 9818: (206)431 -3670 g Q Project: t t _ ject: Type offl spection: co d Address: Date called: Z = 1 Z 2(09 L Z> ' — 2.-m =44 2 -- 1.— Special instructions: Date wanted: a.m. W O `2'� -- vim,. g � I Requester\ U CI Phone: 0 H WW I �pproved per applicable codes. 0 Corrections required prior to approval. 0 COMMENTS: Li N G) . P Ito et...,1,2a 0 ,,..,7-T.,-,. r . s 0 o . U bC _ o. 0 � I z ; t t Y .; l ' : .,di ' i t 1 { Or 1 Inspe . Da _ Z i fk , r ;�:::i 1 ;r rs ; Y jt .00 REINSPECTION FEE EQUIR Prior t inspection, fee must be paid ,,,,,, ,ON :'1,- . 6300 Southcenter Blvd., Sul a 100. Call to sc dule reinspection. ; Receipt No: Date: - • • .•. A' +-r -0L'' +'� ` "iii Y ` ` 2a`Y "J, .N . �, , .l. '�`,{,: n i.. , .E n s, .r •. , } m J, , y ; • . otizi i' +F�:J +i:.!,�3'�'Y.m.�.,,.��'i 5a .l<,r'I,ef, -,`,4 7.Jt...uA•. '� ,A ' : t. <+i ' milli.` k , - ,4.in`,t.,. }a�•v�! . . , .a ','7 '.,•'✓il^• ...• [ I , . . .,4,, : ' stir : ^ - i�;tk'� N „,,;(6,,,,, ' :�r�''#i. Si� •�r.' � /w':?�,`�}a -,, � ■ _ _ - _ - -- - _ : z , i i Id- w I _ ,4 �t. � �. R U) 0 p , . , 0 , ' . Aim INSPECTION REC fro _ V /��1 J i Retain a copy with permit CD U. INSPECTION NO. / PERMIT NO. 0 u CITY OF TUKWILA BUILDING DIVISION t ' I A 2 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 4 Q f N = rolect: � Typ of Inspec on: = C! I,a BPS - K 4 ..x.44 — .- f Address: // Date -7 1 Z H ' Special instructions: Dat ed: aim. ';{ Z I" i 2 D Re u stg r: ,4 0 0 q � f — Approved per applicable codes. n Corrections required prior to approval. i O COMMENTS: w 4 U ` 41 1 \Jcp c VI1Pr Ov% rinr (Slat) O RR . j , Inspector: D ate: , .0 : ; // • 1 L $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid r ' ```''y K at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. { u :,, ! Receipt No: Date: 4 t ' ' ) _= - ` NT: ' t p� , - , . •: . jai,.aaiiv41,. 4 .+�v:.:it XiV,44 N444.4..t -. 't '' 3.L` i _-. . I ■ -- — Z 1-- • Z W It r 0 ;. .., - tee . + --- •r"'ns - ^ l 7+ P'7- ;f••j•.!`•J _ U ); r 00 .0 ,1,..- , w INSPECTION REC / ' v09 _ ' / to I Retain a copy with permit f INSPECTION NO 4, �'ERMIT NO. U) LL Q„ W 0 CITY OF TUKWILA BUILDING DIVISION . ; 14 , I V 2 _ . ,6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 g „ u_ ? • Project: / 1 �// /may Type of I ns p ti / , L ;: DO G. • G /� _ ' ' , E S l (1�,.�. Y�6(k 770h ft t/ W A dress: Date II d: I , r .: ` c9.7 & / I /3 A,. S //o /b z Special instructions: Date wante : O a.m. 1 Z W :; :. A�. / ,4 ' 2 2 I- Req '/ j e D CI r' r 1 U ! P one• p F. .2 0 v 37 - - 2-; o W W �°` Approved per applicable codes. n Corrections required prior to approval. F- i -' COMMENTS: l.. Z U ° , H I . O Z 4. ,:: ice'. .,. 5 . sj ;1:... -11:11;:' .. , , l .t4• Inspector: Date: '' x � k- " . I. ;i •;tuts 1:.' El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid ". y at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. f`s 4' Receipt No: Date: 1 r t i s i t .;; 7 . i- ' - -. -..7, - 4 . i • Z ,I.— W Ce an J V 0 O .;... INSPECTION REC I . • (\/) z ( , :• -- Retain a copy with permit CO U !- :: ; ...: INSPECTION NO. RMIT NO. " W 0 ' t• `. CITY OF TUKWILA BUILDING DIVISION :, ,.: , 6300 Southcenter Blvd, #100, Tukwila, WA 98188 , (206)431 -3670 t w• `• r •ect: Ty of Inspectiori = C! Ili tr? ' ddress: - D ate c ? h- (0 7' 7 OOR k : pecial instructions: Date wanted m. W W ,. Reque ter 1 p U /f44 0 U) t" ...:-:: 1 :.. po-t.i...A.. , --104,4,--, Pk"Ane-._ 1 y-t . 7c —,),3;7 i , ILJ uj I- 1= u,' Approved per applicable codes. El Corrections required prior to approval. O Z N:,.. ',`•; . COMMENTS: W CO Y: U IL:,;? : LI) 049AA.Q.1 ( (9/1: 4 rtYV‘ %-ok e r .i., . z ,-,, . , n e� ,:= t t ;< ,: 0,., }; K .. , :1 . :; • SP � � , .t I E' t; • s� ct r: Dat C <` $ 7.00 REINSPECTION FEE EQUIRED. Prior inspection, fee must be paid }`' "� }° `' s ' •; t 6300 Southcenter Blvd., Site 100. Call to schedule reinspection. C', a , Receipt No: Date: 1 , u 'rV,. 'i ..1;1, : _ _ -"°,: h _ • , f . , . . dk ;;s. . .'w Y la ,s m, . +tr 9:stk ' ci*.ti.4v4'fi 4 of : ° iAti r" , .. . . / ) Z * I l' F••• Z x W nr^-7-4,-,trr7-.,--,-„...,..-......,.=4;:-4,,,-,_....,...„...„, -... -1.------...,....- .-- - --...,... .-.....,-.,- -..---,...., 2 ...11 0 , • , , , . 0 0 INSPECTION REC ' 1)6 , 3 . ' °I ., w 0 ww ,c. Retain a copy with permit A ILI i INSPECTION NO. PERMIT NO. CO , . / u_ • CITY OF TUKWILA BUILDING DIVISION IL . . Lu 0 , 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 . ..., .., g 5 Project: e of Inspection: u. < 16 - P fife c rdfi tie'rl klli / / 5 1 / A T 0) D I' CI 47. Address: Date called: 1-- ILI 4/3 /71- _S' (., A 79 & 4 i z F .. Special instructions: DateW9nted: / ,..., a.m. i-- 0 (47127 ()W ".7.. z I— ' - . Requester: LIJ ui M D ., • /-) 7%4 h n ci <- Phone: 0 r-9 - nZ? 9 - 8e,(T 0 1:3 I- Ill : 0 Approved per applicable codes. 'Corrections required prior to approval. . • 2 MI (..) ., 'r'i. I- r - 4 ' COMMENTS: — 0 :- , Z ci 0 0 A rOvi r t..ug r-e., U cr , ''',.,. • ; :.,-. . , , ... 0 •• • i Y kcJe Ot.ovt S z , i , • , .. 0 \Wit 1G p ,c4r"P 1 titiN i le\ I MA 011,A ' ' ., 15 „, , „ . F. . , .. ! (.9 s e -V , Ssl - V, ri..; I . — , V r.c. 6 r .3 ! 11.Asc-Pc-1 t cpy. mi , t : . - - • ‘ ,5,4 44 :,. ,,,, ,.... 7 , , . . 1 . 11 1 ft , .. . ” ..-- r .. 0 • InsPector: ' ...ie Date: i 4 (0 0-7-, .4. , , , 4 ' 4 ' "3; -:• REINSPECTION FIE REQUIRED. Prior to inspection, fee must be paid 1 —4 , : fr l ia : '404111 .., . s • at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i tet'1/4;10* Receipt No: •Date: 5:: , . :' :I; s:;*. ',': t••••-x tsu , ,",,,,,,,,,,y".),;,:soe,i4,45•11001M -.-414,3r,z1.0.440,0:94 ' A '41 'AV ', a L 0.44,74•Ait,44■2441; .:‘ ... 0 ;4 I ■ J -- - .!r t ' Z HW CC SIB . . U) W INSPECTION REC Do),- 4 9/ J 1_, Retain a copy with permit cn L INSPECTION NO. , PERMIT NO. W 0 II F, CITY OF TUKWIIA BUILDING DIVISION 4 . I.] 2 QQ 1— 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 W Q Project: ((� Type of Inspe do - d o c W _ �f _ , S \ ot,vN (kc i - cr -rI .! 2 _ l d t A S Date called: l ■ Specia instructions: Date wanted: a.m. W E - � - d -)- a; ? o Requester: c` h,rt S " cn Phone: 0 L W UJ 2 a , �" V ;:: 'pproved per applicable codes. n Corrections required prior to approval. U. ~O i , COMMENTS: w Z U W '. � V',vn� r -4..)v,rt( 4 , n r "Q O a � 1 Y's S Z I , Ptr Q rUV-1( , 4. r S4- V, f:`. SOY' J'10V'4 �tv\S i -;,'' � y[. ii i 'M " 1 , F y t ¢t . 7 L Inspector _ `r Date: I -0 02 ' fx 0. r '' 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid ? ?'` ' i t r z : t ,o; at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , Receipt No: Date: •- . 4r) " ! ' ! �' ! 4 ra k �' ++"`, "•s- 't "3i•,n i< /> • ;:1 ✓:.'(. 7 •� s ° r r r,• • --4 erN f S : 't7k �� .t1�1*ri: ' lr,..'n?�3�cf;� - f : eo.x� �,�SfrL;it44 , I - - - -..rr - I Z ~ W ft 5 0 O 1 INSPECTION RECORD pot_ Q9 i al i Reta a copy with permit LL INSPECTION NO. PERMIT NO. • • . , w 0 1 CITY OF TUKWILA BUILDING DIVISION 2 . 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 j Project: Type of Inspection: W 0 Oak olme.s �rva er i e er : = w Address: Date called: Z F 122.bq )Bird 'Ave S 7x-15- 02. 1= o Special instructions: Date wanted: a.m: lccfe s w 1— 0 : p.m. j D Requester: . 0 via r. r 1 D.©a o Phone: . 7 0 1- 20 6- - 372 -- 2Z RO 't w w . L., V n Approved per applicable codes. 0 Corrections required prior to approval. w ~O Z COMMENTS: U N r t , (,u a' ..f 0 r . ! y/40/0.Z.- "i,.. co c, ;/ . < tic a r ,t 4A . :l`z� ' 1 AA() _isz_ ,e,,),,t L.,/ I Li Ae ■ 4,.. i�k,w Date t . r En- . • . ' �,. . -L,, :, Inspector A r B al l s Y ° E $47.00 REINSPE FEE REQUIRED. Prior to inspection, fee must be paid � ' at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. erl Date: !; „ al Receipt No i ( . y.. '•'' .. - •, • di • . 4 ,:: i't+: , ,uf. .' ittS1YPY^P^, We` ^,.t ,41;1440R..434 1.n- .. ■ I • 4 . 4 . ■ /. _ - — t � REED & ASSOCIATES, PS 1 mg Civil & Structural Engineering 8311 -212th St SW Edmonds, WA 98026 I Office (425)778 -2793 Fax (425)775 -2073 z _ i-z w STRUCTURAL CALCULATIONS FOR: 6 WR .A U 0 CITY OF Tl.l�, . o APPROVED w w Doak Homes, Inc -J I Plan 1263 (ZDA)w -'SFR' Lateral Design ,� r.� i 3't� i L . E,1/t a'y` 1i N d PIIF rfwv =w zI RECEIVED CITY OF TUKWILA I-. 0 MAY 2 c °RRE�► D L TR# PERMIT CENTER On 0 P- tu w 1--H u. p Z NOT VALID WITHOUT A WET 0 i SIGNATURE JO E3 # 02 -327 z Date . Eng # Desc, 5/21/2002 DSF 2 Original Contract ■ 1 1 � WA .'6 — 1 '� ^ O l � � i ' •> � ..$ .. { OAN / i ) , �o _ S I . EF C - EXPIRES 5 -27- 044 4t • ,ei �, , ■ r. } WENDELL E. REED, PE, CBO ;-:.‘ct-il' ba t . cm; "to bo2 g 4a '^" iY ! ,„..„.„.., .,.. ,. , . . . . ,. , . .,...., ......,.. ».,...,..�........ ,... .. �....o aa ...... .. ...... .... i , �... hn A 'Y.. rr� s. .. -. , # . 4 . . Lateral Analysis by: 5/21/2002 apt REED & ASSOCIATES, PS Client: Doak Homes, Inc. Civil &Structural Engineerin Project: Plan 1263 (ZDA) d. 8311 212th St. SW, Edmond WA 98026 R &A# 02 -327 . Office (425) 778 -2793 Fax (425) 775-2073 Calculated By: DSF, E.I. Scope of Project A lateral analysis and design of a Two story Single Family Residence. Z .i ' _ Design Criteria . re W QQ � . Roof : Walls : Floors : • J 0 R 5• sf W 1 0• sf F W I L' 2 P D p L:= 40•psf W = R D := . 15•psf F D : =10•psf W • • W Wind Analysis g • N Wind Stagnation Pressure 1997 UBt' Table 16 -P .±- C . I U- Wind Speed, enter: (70) "70 mph ", (80) "80 mph ", (90) "90 mph ", (100) "100 mph" cD 1 : =80 Z 1_. F— O D 1997 USC Table 16 -F W 1 q s = 16,4°psf D 0 • O , Combined Height, Exposure and Gust Factor Coefficient 1997 (IBC Table l6 -G 0 H . W W Wind Exposure, enter: (1)- exposure "B ". (2)- exposure "C ", (3)- exposure "D" (1) 2 : =1. H 0 , LL �. ' O D 1997 UBC Table 16 -K tii Z C 0.62 c 0.67 C 0.72 C 0.76 c 0.79 C 0, 84 1-- U e15 = e20 = e25 ° e3 = e = e40 = O I i Z Pressure Coefficient 1997 (IBC Table 16 -11 , Method '1' - windward: C qw : =0.8 Method '1' - leeward: C q 1 : =0.5 + i 4 0 ` l Occupancy Category 199 uBC Table 16 -1; ' I Wind Importance: I w : =1.00 Design Wind Pressures 1997 UBC' Equa /fw) ?0 -/ Page? -7 ' Method '1' - Windward Method '1' Leeward " : = 2 • C C I P 8,1 sf > ,:) a i,: ' P 15w •— e15' qw'q s' w 15w = ° p P 151 � = C e15'C ql'q s'I w P 151 = 5 °psf �F'¢ r +�r� P 20w : e20'C gw'ci s'l w P 20w = 8.8°psf P 201 : = C e20'C ql'q s'I w P 201 = 5.5°psf tiOff ' P 25w : e25'C gw'cl s'I w P 25w = 9.4°psf P 251 : = C e25'C ql'q s' w P 251 = 5.9°psf .-.'et; ,.;;:, ,'' • P 30w : e30'C qw ci s' w P 30w ` 10°psf P 301 : = C e30'C ql'q s' w P 301= 6.2°psf ' ' P 35w : = C e35'C qw'q s•I w P 35w = 10,4cpsf P 351 : = C e35'C ql'q VI w P 351= 6.5°psf • , .L ' •r t ' . P 40w : e40'C qw'q s'I w P 40w = 1 1 °psf P 401 = C e40'C ql'q s' w P 401 = 6,9°psf. T4 2SL Version 5.0 w. .— ..._ -.. ,.. .r: —,., _.... _..... -•. . ..._.. r. -N ,.r, .............tt+ertz4w• Y � -' ... .. .a:. - .n. ... .. .mow •y.,.,.,..'. -.. ... ... .) Reed & Associates, PS 02 -327 2SL ver5 -0.mcd 5/21/2002 Wind Analysis (cont.) Diaphragm Sail Areas Roof Diaphragm: Front/Rear Direction Side /Side Direction Z windward leeward windward leeward Q , i 2 2 ,i SAfrw r35:=0•ft SAfrl r35 : =SAfrw r35 SAssw r35: =0•ft SAssl r35 :=SAssw r35 SAfrw r30: =65•ft2 SAfrl r30 := SAfrw r30 SAssw r30: =5•ft SAssl r30 W : =SAssw r30 U O SAfrw r25: =215•ft2 SAfrl r25 := SAfrw r25 SAssw r25: =83412 SAssl r25 : Cl) C V) W SAfrw r20 :=211.n SAfrl r 20 : =SAfrw r 20 SAssw r20 : =165.ft SAssl r 20 : =SAssw r20 i H SAfrw r 15 :=1 SAfrl r15 : =SAfrw r15 SAssw r 15: =85•ft SAssl r15: =SAssw r;5 CO � . O . . . F loor Diaphragm: g Q . Front/Rear Direction Side /Side Direction N = windward leeward windward leeward I- _ SAfrw 0•ft SAfr1 SAfrw SAssw 0•ft SAssl SAssw ? f35 f35 := f35 f35 f35 f35 II— O SAfrw f30 : =0 SAfrl f30 := SAfrw f30 SAssw f30 : =0•ft SAssl f30 : =SAssw f30 W W 2 : `. SAfrw f25 : =0,ft2 SAfrl f25 : =SAfrw f25 S f25 : =0 •ft 2 SAssl f25 : =SAssw f25 U a co SAfrw f20 : =0•ft SAfrl f20 : =SAfrw f20 SAssw f20 : =0•ft2 SAssl f20 t =SAssw 120 0;: ' SAfrw 340 ••ft SAfrl S Afrw SAssw 315ft SAssl SAssw W W f15 f15 f15 f15: f15 f15 = LL F.. u Shear Calculations Cl) U Z , Shear Forces: Front/Rear Direction Side /Side Direction Z Roof Diaphragm v r.fr = 8434.6cib Roof Diaphragm V r.ss = 4701.3db , I Floor Diaphragm V f.fr = 4494.30b Floor Diaphragm v f.ss = 4163.8cib i 4 Total Base Shear V T.fr 412928.9ab Total Base Shear V T: ss = . 8865:9 qb LPA:!4 Icii :, ,, A . ff ,,,e,,,„. 0. i - .743 . i Page 2 `` " 2SL Version 5.0 s �Q i ■ "...,,, :"*"4 xxx+ na.:..2* =20104101... _ _,- ...,.,.... ».... _.> .i s ' niai i wii " e. • 0 9 Reed & Associates, PS 02 -327 2SL ver5 -0.mcd 5/21/2002 Seismic Analysis Building Properties: U A r := 1613•ft Area of the Roof In Square Feet H 2 := 7.75•ft Height of Second Story Walls A f := 1320•ft 2 Area of the Floor Diaphragm in Square Feet H i : =7.75 ft Height of First Story Walls Z Q • i A r i := 140•ft Area of Low Roof into First Floor Diaphragm in Square Feet L 2b : =260.ft Length of Wall on the Second Floor ;H Z i H RJ : =1 .ft Height of Rim Joist L 1b :=240 .ft Length of Wall on the First Floor ¢ re 2 JU Building Masses: U 0 0. I u) u.1 Mass of High Roof and Tributary Walls M r := A r •R D + H 2.0.612b•W D M r = 34270wb W = 1 J i Mass of Floor,Roof into Diaphragm,Walls M f := A f •F D-l- A ri'R D + H 2.0.5•L 2b'W D tH 1.0.5�L 1b•W D M f= 34675ctb Co O. • • 1 W Mass of Entire Building M t : =M r i-M f M t = 68945etb 2 ( Lateral Forces: Cl) • Using the Upper limit for Base Shear; Assume Soil Type SD for Seismic Zone 3 H W, Z R : =5.5 /9v7 (.8(' Table /6 -:V Z 1.- , C a :=0.36 1997 (.'B(' Tuhle 1h -c)' U Z 1- al uj I : =1.00 1997 UM Table /6 -K 2 n . . r Base Shear /997 (IBC 1630.1.1 3-U23.. F,-- ■ W W , 2.5.c a•i H U - V B:= R •M t /997 (IBC Equation 3n -5 Paget -14 O W Z I V B = 11281.909e.tb U - ' I H :. O am . Check Redundancy; Assumep = 1.5 E : =V B p : =1.5 E v : =0•Ib Z . E h := E /997 (;8( l: 12 -7 In 12 Page 2-4 ' 1 1.4 k j E max P'E h+E v 1997 (:13(' Equation 30-1 Page 2 -13 . E max = 12087.76lb 1 Shear Forces: Check following calculations; if Ft is equal to Emax, then OK i M -F.: 7 . - -M r H 2+H 11- H R J -1-M f' H 1-f- H R J ' 1 ` - i { Roof Diaphragm F ' =[M r H 2+H 1'{ RJ ' E max ] i , ' r F r 7866.7Wb n -, d OK r e M T ,r,„,,� a { h [M f H 1't RJ E max I Floor Diaphragm F f :_ F f = 4221 lb . : - . 7 ," v y, M T it, , ' *IAA • !' Total Base Shear F t: =F r +-F f F t= 12087.8lb x ;; bs° ,� f n. s i" 2SL Version 5.0 • Page 3 -Wa , a:�o.I:::s��7:dir ' . ... x.,9 M `tiWA 0N,,,,y—..4Mbaaki•Mrt NYAY , �. f�� w..w..x- e e ...a . ... Y I 4 n. lv Li 411 ,., ■ 7 , - r ■ • + - 4 • "', Reed & Associates, PS 02 -327 2SL ver5 -0.mcd 5/21/2002 • Summary of Lateral Forces Seismic ( Either Direction) Wind (Front /Rear) Wind (Side /Side) F r = 7866.7°ib V r.fr = 8434,60b V r.ss = 4701.3ft F f = 4221 ab V f.fr = 4494.31b V f.ss = 4163.80b Z y F t = 12087.8gb V T.fr = 12928,9gb V T.ss = 8865.1 0th W re 2 CI ug Design Lateral Shear Forces: - 0 O : (Front/Rear) (Side/Side) N 0 • co Roof diaphragm 'i' FR2 = 8434.6cib 'N SS2 = 7866.7ab H co u_ Floor diaphragm li' FRt = 4494.3nb 4, ss1= 4221 nb ., W 0 When calculating the overturning forces due to WIND, UBC 1621.1 states that while N P ' calculating the base overturning moment (due to wind), ..., the calculations shall not exceed = C�, two thirds the dead -load- resisting moment. I- _ ,. Z F Does wind control in theFront /Rear direction? z O I— W W . FR:= "Wind" if V T.fr F t L fr 0.667 if V T.fr' F t U 0 I "Seismic" otherNise 0.85 otherwise 0 - ' 1 W W FR = "Wind" L f = 0.667 F F • V — L O. , Does wind control in the Side /Side direction? iii Z` U N ss:= "Wind" if V T.ss ' F t L ss 0.667 if V T.ss' F t O ~ Z "Seismic" otherwise 0.85 otherwise Ss = "Seismic" L ss = 0.85 • • • • t „-, :: IF c • ::bra , t5. Ecz t '. ' , M - f . 71 41 2SL Version 5.0 Page 4 tr';�x1 �;t, � 4N L -: , . !�: -... . •..,. ,;.... , .. ... .. .... :- .' i,` t1SFU .Ctsa`.ti'.G`.3iA3ta+J1'.a'75 r . au..u.........«,..+..iw. .. ....- ..:..._..... . ,.,... .. .+0,az +iS.uli Ck'¢Y�;ww..... .. ., ..a a- v °Ir41:i ;lea! <S d:ii; 1 ■ • .. .. i �.,r • ■ / Y'..... Reed & Associates, PS 02 -327 2SL very -O.mcd 5/21/2002 Shear Wall Design Front/Rear Direction Shear Walls Second Floor: TW FR2 : = FR = "Wind" Wall Line - (1) Wall Line - (2) TW 1.2 : = TW 2.2 : =50 Z `t • L 1.2 =28•ft L 2.2 =33.ft Z Z j :H- W re 2 i Calculate `I' FF�2 •TW 1.2 ` FR2'TW 2,2 U o LateralForces: V 1.2 V 2.2 CO 0 TW FR2 TW FR2 CO W { ` 1.2 : =V 1.2 ' 2 2.2 J H L1.2 L2.2 W: 111.2• 1.2 112.2 : = � h � 0.82 0.82 J • 4217. v Q Total Shear: V 1 2,2= 4217.3wb D 5 ' a 1 Shear per linear ft: v 1 2 = 150.6 v 2.2 = 127.8. b I - _ I ? F- l Factored shear per linear ft: .1 1.2 = 183.700 ;1 2 = 1 55.9°p0f Z I- I- . U.1 L u 1 gyp Shear Walls First Floor: TW FR1 : - FR = "Wind" 8 � ` Wall Line - (1) Wall Line - (2) . i v TW 1.1 :=50 TW 2.1 : =50 �- F- -° I I.1! Z ' L 1.1 : =33•ft L 2.1. : = 1 _ ', o f- Z i Calculate _' FR1' 1 . 1 4) FR1 2.1 • LateralForces: V 1.1 :- TW FR1 V 2.1 := TW . FR1 I I VT 1.1 : =v 1.2t V 1.1 VT 2.1 : =V 2.21 2,1 o ,_VT 1.1 ,_VT 2 . ` V 2.1' - L 1.1 L 2.1 I _' _`'2.1 9 1.1 ' _ 0.82 11 2 ' 0.82 I Shear @ Wall Line: V 1.1 = 2247.1 ctb V 2 = 2247.1 lb . i'rf C "ti Total Shear: VT 1 - 6464.4wb VT 2.1 = 6464.41b i is ! ft Shear per linear ft: v 1.1 = 195.9? v 2 = 170.10 I Factored shear ;,;�;� i per linear ft: 1,1 = 238.9cplf 2.1 = 207.5.p1f' " ' I ,r ,. i I 1 n xr, 2SL Version 5.0 �. 1 `, Page 5 ,,.. ,,. ;.,� t ; - tom: .:,,., . ...• 1 '• .. au., - � ta.iuA � µ,,. +n NMtaF MbWri ;/ .. . .�... �: .u�vLwWN.i..sf.v:.ube:....'�.'. '.l.M1 "::s: �.. r r_ vu ��. •. .:...., .... .•. ... kWnb.FK�M:vr+.v..9MlSIW. �.1.�: •� YeiNl� � n �i:AilW.t`wWY .• t • i • --, :« ■1 ' ■ 4 4 • $ ' Reed & Associates, PS 02 -327 2SL ver5 -0.mcd 5/21/2002 • Shear Wall Design Side /Side Direction Shear Walls Second Floor: TW SS2 : =100 ss = "Seismic" Wall Line - (A) Wall Line - (B) Wall Line - (C) Wall Line - (D) TW A.2 : =25 TW B.2 : =25 not used @ TW :-50 this level 2 - E- L A.2 : =10,ft L B.2 := 5.5•ft L D.2:= w . ' 18.5.ft f W Calculate ' SS2'TW A.2 `N SS2'TW B.2 T •TW U o `I LateralForces: V A.2 := V B,2 := V SS2 D.2 a . TW SS2 TW SS2 D.2'- TW SS2 (.0 W W = 1 ~ ': =y A.2 V vB := B.2 v . -V D.2 U) L A.2 L B.2 D.2' L D.2 0 ` A.2 W li } 1 '1 A.2 .- A.2 q 6.2 .- v13.2 _ v D.2 2 F-. 0.82 0.82 1 0. 2 '_ 0.82 U- < Total Shear: V - 1966.7ab v V D 3933.4ab N d A.2 - B = 1966.7 ab H W { Shear per linear ft: v A.2 = 196 .1 % B.2 = 357.6 °Ift `' D 212.6 °i Z H ft Factored shear j - 239.8.p , 1 436 O 1 per linear ft: A.2 B.2 Ti 0.2 259.3�p1f uj W U D '0 -, Shear Walls First Floor: TW ss1 =100 ss = " Seismic " H 2 V Wall Line - (A) Wall Line - (B) Wall Line - (C) Wall Line - (D) 1• �V .5 TW w O T 1 Al A.1 := B.1 ; =12.5 TW C.1 = TW D.1 : =25 Z iii N L A.1 := 2:67•ft L B.1 : =5:5.ft L C.1: = 18.ft L 0.1 : =24.ft H �' 0 Calculate LateralForces: V 4 ' SS1'TW A.1 v `N SS1' B.1 `I' SS1' C.1 �' SS1' D.1 Z A.1. B.1 := V C.1: V TW SS1 .TW SS1 TW SS1 D.1 :- TW SS1 1 VT A.1 : =v A.1 - I - V A.2 VT B.1 : =V B.11 B.2 VT C.1 : =V C.1 VT D.1 : =V D.1 D.2 \. ' ` A.1 ,_ VT +A.1 ,_VT B.1 B,1 V - _VT C.1 • _VT D.1 . L ‘' B.1 A.1 L ` C.1.- LC.1 D.1' L r D:1 .- _ A.1 _ v v I { 11 A.1 ' 0.82 ., B 0 82 1 C := C.1 '1 D.1 . D.1 0 0.82 Shear @ Wall Line: v A = 527.6ab v B.1 = 527.60b v c.1 2110.5ab V D,1 = 1055,3 �r Total Shear: vT A = 2494.3ab VT B.1 = 2494.3ab vi C,1= 2110.51b VT p,1 = 4988.6ab tr r 4 Shear per linear ft: v AA = 934.21 `' B.1 = 453.5b v c.1= 117.3�n v D.t = 207.9�b , 'v �4 " "' l ft °.a�,.. Factored shear ,i 1139.3opir - 553,1 aplf 11 143.0 p 253, 5`pif w " per linear ft: v 1 tl •''',!:':, 4 , i t* . :,, t`''ar}' F rg%j 2SL Version 5,0 Page 6 EWA V 1. � .. � ., • � � w.ge+:xtlwa'tY'ANki ?. . ' 1`IaMMNw.s-.+nwv.awAN!' .. � . . uF!k:..+ ^ NSbpaM ., ..... v. i! i.N+.t.nu..�.... +.v.Mrtw.y�t... • .��.iii Nr.. w+*f ww�aa� .�r,..,�Hwu.aN�JA1f . 1 i Reed & Associates, PS 02 -327 2SL ver5.0.mcd 5/21/2002 Overturning Moment Introduction and Sample Calculation T WaIlLine.2 The following example is to illustrate the calculations used to determine the overturning forces imposed upon a shear wall under design forces. z The shortest individual The design force applied at the top plate of the shear wall of interest. This is • panel length on a grid line. calculated as the unit force (pif) in the wall multiplied by its length, representing i-- Z ui the design force applied. w s : =5.ft ' . WaiiLine := 250 ' I n V :_v WallLine.1'w s.- v = 1250 Ib U O to 0 Resistance to the design force applied comes from the dead load existing in the structure. The following variables define U W the tributary width of Roof and Floor loads that act at this level. Dead loads from the level above, for example, are - H neglected as they were already considered in the calculations for the wall above. The tension from the wall above is N u.. added directly to the wall being calculated. T rs : =0•ft Tributary Width of Roof supported by the wall LL .. - - -- , # , r . . 4 . - Reed & Associates, PS 02-327 2SL ver5 -0.mcd 5/21/2002 OVERTURNING FIR - Second Floor Tributary Area of: Line Width Length Shear Wall Ht Loci( Roof Adj Floor Floor MI Uplift Force (1) w := 12.5•ft L 1 = 28 ft v : =v 1.2 H mot : 2 T r : =2•ft T =2•ft T f : =0 Tf2: =0•ft • Overturning Calculations , (2) w : =33•ft L 2.2 = 33 ft v : =v 2.2 H mot :1-'1-12 T r : =2.ft Tr2: =18•ft T f : =0•ft T.f2 : =0•ft T 1.2 =441.301b Q • 0 Overturning Calculations , = Z T 2.2 = - 1090:8�b � � 0 0 i 0 i OVERTURNING F/R - First Floor Tributary Area of: co w I Line Width Length Shear Wall Ht Roof Roof Adj Floor Floor Adj Uplift Force J H • (1) w: =33•ft L 1 • 1 = 33 ft v: =v 1.1 H mot: =H 1 Tr: =O•ft T =0'ft Tf =.67.ft T f2: =8•ft W 0 D Overturning Calculations 2 (2) w : =38.ft L 2.1 = 38 ft v :_ +' 2.1 H mot :=H1 T r : =0•ft T =0•ft T f : =.67•ft Tf2 =8•ft T . i.1 = 625 g i0 Overturning Calculations co D T it 1246.6abi = WI H ? F- ! Z' OVERTURNING S/S - Second Floor Tributary Area of: al ?. Line Width Length Shear Wall Ht Roof Roof Adj Floor Floor Adj Uplift Force n 0 . (A) w : =5•ft L A.2 = 10 ft v : =v Al H mot :=H 2 T r := 18•ft Tr2: =2•ft T f : =O•ft Tf2: =Oft 0 N. ■ D Overturning Calculations . Ill H . T A 2 =:666.9 2 0 (B) w := 2.75.ft L 8 = 5.5 ft v : =v B H mo t :=H 2 T r : =18•ft T =2•ft T f : =0.ft Tf2 : =0•ft F- D Overturning Calculations - 0 T B,2 • 2174.71b (D) w : =4•ft L D.2 18.5 ft v : =v D.2 H mot :=H 2 T r : =18•ft . Tr2 : =2.ft T f =0•ft Tf2: =0•ft U N D Overturning Calculations '" H T, D.2= 90 z • , OVERTURNING S/S - First Floor Tributary Area of: x Line Width Length 4 Shear Wall Ht Roof Roof Adj Floor 4 Floor Adj Uplift Force (A) w := 1.33•ft L A = 2.7 ft v : =v A•1 H mot : =H 1 T r : =3.5•ft Tr2: = T f : =0.ft Tf2: =0•ft . D Overturning Calculations . T A ,l = 6904.5gb (B) w := 2.75•ft L B.1 = 5.5 ft N.,:=,. B.1 H mot:" 1 .T r : =0•ft T =0•ft T f: =9.ft Tf2: =.67•ft . D Overturning Calculations . . (C) w : =18•ft L C 1 = 18 ft v c.1 • T B .1= 5318,.1 cibi H mot :=H 1 T r : =0. ft T =0-ft T f : =8•ft Tf2:= 1.33•n • -_ D Overturning Calculations `' ' °! T DI =- 271 erg ? (D) w : =4•ft L D.1 = 24 ft v : D.1 H mo t :=H 1 T r : =0•ft T r 2 . =0•ft T f : =8.ft T f2 : =.67•ft a .• D Overturning Calculations v i T D•1 = 2089,51b 43 ;r , ~ f y • '?% i } 7�ts I',' ! , ,;,43„ . 2SL Version 5.0 Page 8 git • !F ..' .. - ...,.. 1 1 .. .. -':� r 1• p . 4 . I Reed & Associates, PS 02 -327 2SL ver5 -0.mcd 5/21/2002 Shear Wall Load Summary 2nd Fl - F/R Line Total Shear Length Actual Shear Capacity Req'd Call -Out Uplift Force Call -Out (1) v 1.2 = 4217.31b L1 = 28 ft v 1.2 = 150.6°plf n 1.2 = 183.7°plf SW -1 T 1,2 = 441.3ab N /A; T < 1000# Z • (2) v 22=4217.3b L 2.2 = 33 ft v 2 2 = 127.8°plf n 2.2 = 155.90plf SW -1 T 2 = - 1090.8ab N /A; T < 1000# i Z W : j W = I J 0 0O N0 . WI i J W0 2 } 1st Fl - F /R g5 • Line Total Shear Length Actual Shear Capacity Req'd Call -Out Uplift Force Call-Out u. ? (1) VT 1.1 = 6464.41b L 1.1 = 33 ft v 1 1 = 195.9°plf n 1 1 = 238.9°pif SW -1 T 1,1 = 625.7ab N /A; T < 1000# H W ZF { (2) VT 2 = 6464.4 ab L 2 = 38 ft v 2.1 = 1 70.1 °plf i 2.1 = 207.500 SW-1 T 2.1 = - 1246.6 ab N /A; T < 1000# Z O 0 U O - O E I- 4 O tii Z O - 2nd Fl - S/S 0 1 Line Total Shear Length Actual Shear Capacity Req'd Call -Out Uolift Force Call -Out Z (A) V A = 1966.7ab L A.2 = 10 ft " A.2 = 196.7°plf n A.2 = 239.8°p1f SW -1 T A.2 = 666,91b NIA; T < 1000# . (B) V B = 1966.7ab L B = 5.5 ft V• B 2 = 357.6cplf ii B.2 = 436.1eplf SW -2 T B,2 = 2174.7ab T -4 1 4 4 (C) - not used @ this level (D) v D.2 3933.401b L D.2 = 18.5 ft v D.2 = 212.6°plf n D 2 = 259.3cpht SW -1 T D.2 = 906.3ab N /A; T < 1000# 1st FI -S /S T Line Total Shear Length Actual Shear Capacity Req'd Call -Out Uplift Force Call -Out (A) VT A = 2494.3ab L A.1 = 2.7 ft A.1 = 934.200 ii A.1 = 1139.3cplf (2) -16 "min T A = 6904.51b T -1 r.'a , LRP ,,;, (B) vT 2494.3ab L 5.5 ft % 453.5°plf n If 553.1 SW - T 5318.1 ab T -2 :ii - -i (C) VT 2110.5ab L 18 ft plf n 117.3° = 143°plf SW - T 271.5ab N /A; T < 1000# , Sz%; , " F c.i p a N.': ( ) VT D.1 = 4.. L D = 24 f t v D.1 = 207.9 n D.1 253.500 SW - 1 T D.1 = 2089.5* T -3 4 ` . ' , „ t•J d 2SL Version 5.0 Page 9 "' '�xl 11 j �, _ .. ... .,. . ...u' e`v.i..sa!i.�(nJi1T i ,n, t.., >.... ,y.1a:'ar..hltd Se«a.l , ... ,.... , i MYwr... ,........ ........,- .,....e.wr.i.vw :. xM`n!Y enPbaarm +rw•.•u.n...+,.«Nd:in»{4C? N[I "A`t . 1 / • f - 4 . 1 Reed & Associates, PS 02 -327 2SL ver5.0,mcd 5/21/2002 Shear Wall Requirements SW - 1 SW -2 SW - Use 7/16" OSB wl Use 7/16" OSB w/ Use 7116" OSB wl 8d @ 6" Edge 8d @ 3" Edge 8d @ 2" Edge 8d @ 12" Field 8d @ 12" Field 8d @ 12" Field Capacity (260plf) Capacity (490plf) Capacity (640plf) Z =H . 0 :F- Z LU Holddown Requirements 1e 2 6 T -1 T -2 T -3 T -4 UO HDC10 /22- SDS2.5 w/ PHD8-SDS3 w/ STHD10 /STHD1 ORJ w/ MSTC52 w/ 0 0 (24)- SDS 1/4 "x 2.1/2" screws (24)- SDS 1 /4 "x 3" screws (28)- 16d sinkers (36)- 16d sinkers ) = (2)- studs min (2)- studs min Capacity, 6=10": 3725# Capacity = 2425# J WI SSTB28 w/ 24" min embed SSTB28 w/ 24" min embed Capacity, l =112 ": 2990# 1. Capacity = 8426# Capacity = 6385# u.l . v For 5/8" Diameter Anchor Bolts z 8 := 1103.Ib t- Z U . Connector Spacing: Shear Walls 1 2 3 + 8.7 5.1 4 16d nails 4 4 • . 7.2 4.3 3.3 16d slant nails • 28.4 16.8 13.2 A35 Clips 22.6 13.4 10.5 H1 Clips . Z ~ qn 21 12.4 9.7 H3 Clips , 6.2 3.7 2.9 DTC Clips 42.7 25.2 19.8 1/2 "Anchor Bolts _62.1 36.7 28.8_ 5/8" Anchor Bolts 1 fa ' i, / Page 1 0 ,,ii 2SL Version 5.0 z t = v9 $' ::•: . •:. : •. ., . � . ',•,. : +.. ,. rt 43 yw., ,mu.w4.•L.JYnIDAw.N. ..., w-ww•...r _......- ..nw,Kas.aMp..n .rv+r.wr� wvzk.HM..kt +.lar..rm. �a vM1•v.a+rx. w+y.yl. _ uYS �V - . . ....r ,.. ':JnI.PA.u,�3.f✓. '3.1.:.tii:1.Y: J2vs.1rtn17.t..a l_3. . .. . , .f4 �{ .} Krtn� aw- , • „ _ - -: , - 0 4 • • . ,-� Reed & Associates, PS 02 -327 2SL ver5 -0.mcd 5121/2002 Roof Diaphragm Check For the Roof Sheathing shown, calculate the minimum depth of the diaphragm: 7/16" OSB (48/24) Front / Rear Side I Side Z Roof Sheathing w/ 8d Nails at 6" O.C. Edges Wall Line Minimum Depth Wall Line Minimum Depth ;1.- W 8d Nails at 12" O.C. Field "Any Case" HF #2 Cap= 140pIf a (1) D1.2 V1,2 D1.2 = 30.1 ft (A) DA,2 VA.2 DA.2 = W J U 140.plf 140.plf C.) 0 CO W ( D2.2 := V2.2 D2.2 = 30.1 ft (B) DB.2 : VB.2 DB.2 = Ji 140.plf 1 40 •plf CO W , • . j . W 0 , ' ;': :: ■i; . °D:'i i A Yi; 7 T • rA . Li rt . ,,,,,) L..,, i„j , : r.; s 4rh., j ^ j 04 2SL Version 5.0 Page 11 r o ...+r.aw..w-w, Mwa' wum7A{INI1W11Rwttt%FI:SMM.0aw r. 5 waxc.+FrR%�'414A 1004. 4 • ` IMPRagillaPPIRMIr +_ ,,, .._.-- .. -... ......- I TABLE 2 - Portal -Frame Wall Bracing Test Well hMr Wall Fastener Pleader Haldown Stud/ Shear Lad (!bs) at Design Ultimate Load . ■ No. Width Ratio Sheathing Description Size Spacing Beam Header Deflection A • Shear (IIbs) Load (Ma) Factor ) Strap Tie 0.20 In. 0.48 In. 0.80 In, and Dell. A (n.) Cl) (MID) (h/200) (hnS0) • 6 16 6:1 3/a' 058 3d 3 tows) 4 x 12 Yesisf No 500 1,230 1,520 1,307 Is 490 x 2 x (16112)) _ 3,55o 2.7+ Z • ._ - .._. Can. m d ' 0.51 �...- -- (max.) I- 7 is 6:1 318' OS8 eel 2 (2 rows) Dbl. NO YesN) 410 790 950 1,707 (� 64 0 z 2 x (1611211 3, 11 0 1.8 ~ w Can 2 x 12 d = 1.40 a 16 6:1 316" OSB eel 2 (2 taws) Dbl. NOM Yes(st 510 890 1,040 1,707 3,350 2.0 U ' Can 2x12 d =1.21 U O 9 24 4:1 318 OSB eel 2 (2 tow,) DU Noll Yee) 680 1,240 1,460 2,560 (= 6.40 x 2 (24/12)) 3,560 1.4 U) = Can 2x12 e• 1.47 J 10 24 4:1 31r osa 8d 2 (2 tows) Da Nola Yeet6 640 1,240 1,450 2,560 4,070 1.6 U. Can 2 x 12 d a 1.37 . W 11 24 4:1 3/8' 0S8 8d 2 (2 taws) CU NO Vesta 610 1,170 1,380 2,560 5,840 2 3 6,4.40 2.5 Can 2 x 12 A =1.40 Q • 12 24 4:1 318' 058 8d 2 {2 rows) MI 7464 Yes() 850 1,240 1,470 7 2,560 CD d I- W Z - ' Can 2 x 12 :... d =1.12 " = 13 24 4:1 318' OSa 8d 3 (2 taws) 4 x 12 Yclzi No 890 2,050 NR 1,640 (= 410 x 2 x (24112)1 !6,250 3.3 Can • m (esL d s0.3901 to . z+) W 14 24 4:1 3/8' OSB 8d 3 (2 rows) DU. Yeslala Yeel� 895 1,235 t,460 3,230 ( =1,640 x 21 6,72o 2.1 uj (both Wes) ) Can _ 2 z 12 U � no (1) Total fold la wall. N (2) Simulated holdown tornado; attached to is stud (below lard pct) and to test ibdure. tL f- i f (3) Load equal to tributary dud load of one floor, wail and roof (1,700 lbe) wu applied to the end stud d =1.39fef = W (4) Slut strap tie,18ga. x 1.114 Inches wide x 30 Inches bog, fastened Co both doubled studs at opining (4 velars tohq. Fastened with 9 ga x 1.172 Inch rolls. I - U (5) Laboratory-fabricated steal :flap 11!,12 ga, x 2.3/4 inches wide x 31 Imes loop, sack side of wall Fastened with 28 9 ga x 1-1/2-inch nails to doubled 2x12 header and 2x4 ll. plate, and with 28 nails to doubled studs. (6) Sims strip he as Footnote (5) attaching wad to header, with added Min tie fabricated of 12-ga. steel *tufting *tarrslon' studs to bottom plate. LU • (7) Same strap tk is Footnote (5) attaching wall to header, with added strap cis abric�ed of 12 steel attaching len;lon" stud to test fbdure. tJ - ir- (8) See text for discussion. _ N (9) Triple bottom plate with ore row of naffs In each member. o it NR . No deflection reading taken Test Results and Discussion two anchor belts fastening the bottom plate to the test Test results for the nine portal -frame walls are fixture. It is apparent from these tests that walls that did summarized in Table 2. not have hddown connectors at the end of the braced wall panels deflected much more (at design shear load) Originally, ft was felt that a moment-resisting connection of the wall sheathing nailed to the header beam at the top of the braced wall panel would eliminate the need for holdown connectors at the base of the wall, These tests Indicate, In most cases, that it Is feasible to than walls that incorporated holdowns (e.g Test Nos. 6, structural dead load of 1,7x0 lbs, applied to the end studs of the braced wall panel, was insufficient to prevent such uplift and resulting wall deflection. use the code- recognized allowable design shear load 13 and 14). Also, the Iced factors for the w were values for narrow wall bracing panels having aspect significantly lower when haldowns were no used, as (height/width) ratios up to 6:1- corresponding to a width observed shove. of 16 inches or greater for 96- inch -high walls - providing the holdowns are incorporated In the construction. When holdowns were not used, the load factors (ultimate r w load/design shear load) were lower than normally , � such tha onl i ' � ' .t�ti observed. Also, in comparison to performance of wall b .*}F bracing panels with similar dimensions and sheathing y lateral shear forces would have to be resisted y foundation bolts (or connection to floor (taming) at this location. However, the tests showed that substantia i =; , ,.. > <. attachment (Table 3), portal -frame walls were �r,:stt�a,; ,;. substantially stiffer and stranger, primarily due to the r.; ;; .;, rotation of the braced wall panel and u lift at the comers ° `` <; h` ` added stiffening effect afforded by the moment - resisting p p 101. ` ''" n "s-� :,` occurred when hddowns were not used. The simulated attachment of the wall sheathing to the header beam at the top of the braced wail panel. ;s� �� ` .� In Test Nos. 7 through 12, no holdown anchor was used ' at the end studs to prevent uplift of the wall. The Accordingly, to minimize deflection of narrow wall "si n, holdown force to resist overturning was supplied by a bracing panels, it is considered necessary to include r .. ; 1,700 lb dead load supported on a bracket connected to holdowns in these cases, r the doubled end studs, simuaaen the contributo dead load of one floor, wail and roof above the wall. The � • overtuming also was supplemented by the ��firrF }L F. 1. FRvun, ot�,*< a1,\ ?,n�t.nv,�+ «.si,'•t y " ...a.. ^.� .rr:*v ..- ,..:i�as,w.w.__ .......... .....,... ... . r, r '... ,, .Y, ..... - ......... _ . • �_ J r- - - j — • . 9 • I r. n REED & ASSOCIATES, PS i i Civil & Structural Engineering General Structural Notes ' 8 h St SW Edmons. d WA 8026 Off -212t (425)778 -2793 Fax (425)775 9 -2073 PROJECT JOB# DATE Plan 1263 (ZDA) 02 -327 5/21/2002 CODE: ALL CONSTRUCTION SHALL CONFORM TO THE UNIFORM BUILDING CODE (UBC), 1997 EDITION. DESIGN LOADS: ROOF 15 PSF DEAD LOAD re w 25 PSF LIVE LOAD ' - FLOOR - 10 PSF DEAD LOAD -J 0 40 PSF LIVE LOAD N p WIND SPEED 80 MPH N W WIND EXPOSURE B -I H SEISMIC ZONE 3 u) LL WO SOILS 2000 PSF DESIGN BEARING 2 INSPECTIONS: NO SPECIAL INSPECTIONS ARE REQURED. NOTIFY BUILDING DEPARTMENT FOR g a BUILDING DEPARMENT INSPECTIONS AS REQUIRED BY LOCAL ORDINANCE. = d FOUNDATIONS: EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY f— _ (ASSUMED). BOTTOM OF EXTERIOR FOOTINGS SHALL BE 1'6" MIN. BELOW OUTSIDE FINISHED ? I.- 1- 0 COMPACTED FILL: SHOULD CONSIST OF PREDOMINANTLY WELL- GRADED, GRANULAR SOIL, FREE w F- OF ORGANIC MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8" LOOSE LIFTS AND 2 m . COMPACTED TO A MINMUM OF 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE D 0 CONTENT DETERMINED BY ASTM D -1557 TEST PROCEDURES. 0 ; • CONCRETE: f'c = 2500 PSI MINIMUM 5 -1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A = W MAXIMUM OF 6.0 GALLONS OF WATER PER 94 LB. SACK OF CEMENT. MAXIMUM SLUMP IS 4 ", i- S EGREGATION OF MATERIALS TO BE PREVENTED. u- O AT SUPPORTED EDGES AND 8d @ 12" O.C. AT INTERIOR SUPPORTS, BLOCKING NOT REQUIRED. 1 0` FLOOR DIAPHRAGM: APPLY 3/4" T &G STURD -I -FLOOR (24 0.C.) GLUED AND NAILED TO FLOOR z t''? Y S, FRAMING MEMBERS WITH 10d COMMON WIRE NAILS AT 6" O.C. AT ALL SUPPORTED EDGES AND 10d }`': #''• COMMON WIRE NAILS @ 12" O.C. AT INTERIOR SUPPORTS. '? ;•` MISCELLANEOUS: THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE, �,ti -Yx;; THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT ,�:�: . CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED, DO NOT SCALE DRAWINGS. PRE- $;: ,, �~ FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.... Y 1i.��J.t�. (j i,^�.. f 5/21/2002 02 -327 Doak Homes Job Info 13 Riz Y.•1st41MK14 YY!•i`.Y�95fiGW.L aMawew.•:. x r. «rxttt+reeffr.Mw:V +•+ ; . nr.i s;ve..^anenrras , wn++Y.Lw . et: "'°,•"• w.. m,. v... a. w.,., .:•..•m:.MA!4rM.a�iii.�.n. :•,.rth:«lu .M! '- slYtwac47• , • . ,..-•. z �w re WIDTH PER PLAN - o 0 2x MIN. PLATE (16" MIN) CO N u_. . . I LU g : u. Q HEADER PER PLA • • to d , NAIL SHEATHING f — _ , TO HEADER @ z f-• • • . 3" O.C. BOTH WAYS • • • • Z 0 W ui 8d NAILS @ 3 O.C. 2 ALL PLATES, . ' ' 0 p HEADERS, • 0 & STUDS $' -0" 1- • APA RATED SHEATHING ' MA X. W W =U 7 %6" MIN. (24/0) eXP. 1 I— r: HDC10 /22- SDS2.5 W/ • • • -LL Z Z ■ _. — , I Z • Z z J U i 00 W I .. - . 1 1 . - . 3 CO u_ . I W0 J u..a I Z ZH I i- 0 4 z I- 2 D. . I D I 0 - . 01- . I- 1 LL' O 1 Z ca SHEARWALL PER PLAN 0 to TIGHT FIT SOLID BLK'G I-- H Z BOUNDARY NAILS PER PLAN I I ROOF SHEATHING PER PLAN I 1 ROOF FRAMING PER PLAN I � - 2X LEDGER W/ ; :,t,� � " (2)- 16d EA STUD ,, : ., n. LOW ROOF SHEAR TRANSFER 14-, 4 ,. 1' -0" s + Scale: 3/4" = ‘,.- � R &A JOB # • SUBJ CT: BY: REED & ASSOCIATES, PS ' w /� t }� �^ 4; 1 Civil & Structural Engineering 0?.. 37,..?- � V Zlo3 \�� ^ �� � �� 8311 212th St. SW, Edmonds WA 98028 '? ''" � Ofilce (425) 778 -2793 Fax (425) 775.2073 SCALE; 3/4" = 1 DATE: SHEET T; CHK'D: WER a; S ,� c, , . • , ,', + . . ...1 ,, . , ..ti Cr1...,1, 1:rgtr.ttrt, 1,4.061 ' , i.P; ... .. , J .yt'�-' <0ret!aimw:..�.. t .,...,, -.« .wa..... K. w t 7 - , - t N i Z HW re J U a :OO CO I 1— (O U. . W k REED &ASSOCIATES, PS HOLDDOWN SCHEDULE (Simpson u.n.o.) Date: 5/21/2002 , Crvtl3$IIUCIUf:1l Gnpinucunp Olt 2121h 51 SW mm,A s WA Op0:6 o,, «,<_s, ;;p , 1 [d 7 ,°21,4:51 i.. 3 see note: (1, 3, 4) R &A #: 02 -327 J SHEAR WALL & HOLDDOWN NOTES: FIOLDDOWN / FRM'G ANCHORAGE HOLDDOWN u> MARK COMMENTS d 1) Locate holddown at each end of shearwall STRAP (2) -STUDS MIN U.N.O. ANCHOR BOLTS H W 2) Cripple wall and Gable End const same as SW above or (24)- SDS 1/4" x 2 -1/2" SSTB28 w/ 2 below, respectively T-1 I IDC10/22 SDS2.5 screws 24 -7/8" min embed • Z 1. - 3) Extend foundation down as req'd to receive holddown (24)- SDS 1/4" x 3" SSTB28 w/ Z I— T-2 PHD8-SDS3 anchor embedment screws 24 -7/8" min embed 4) Threaded rod and coupler as req'd STHD10 / D 0 5) [8d= 0.131 "0x2'/2'] [10d= 0.148 "0x3"] [16d= 0.162 "0x3 T-3 3 STHD1ORJ (28) 16d sinkers N/A 1/2" min fdn end distance O N 6) Roof: I-11 Clip @ ea truss or A34 @ 24" o.c. to gables; u.n.o. equal # of nails to each 0 I - • T -4 MSTC40 (36)- 16d sinkers N/A — Floor: A35 or A35F @ 24" o.c. @ rim /plate u.n.o. connected element W W LLI 7) Min (2)- 2x studs lam'd w/ (2)- 16d @ 6" o.c. at abutting H panel edges U O 8) Use 10d commons when panels are applied over G.W.B.; not LLj Z allowed w/ 19/32" sht'g U 9) Sheet nailing SHALL NOT penetrate past flush with surface ~ O t•- 10) Install anchor bolts within 12" and no closer than 7" of ea _ y Z plate break and holddown anchors SHEAR WALL SCHEDULE Date: 5/21/2002 R &A #: 02 -327 `see note: (2, 5, 6, 8, 9, 10) 1 USING COMMON NAILS *(5) SHEAR TRANFER *(6) . SHEATHING - APPLIED TO EDGE NAILING BASE PLATE RIM JOIST & SILL PLATE ANCHORS w/ MARK 2x HF STUDS @ 16 "o.c. (field nailing @ 12" o.c. u.n.o.) NAILING TOP PLATE 2" x 2" x 3/16" WASHERS U.N.O. BELOW BLOCKED CONNECTION *see note (10) • SW -1 7/16" OSB 8d @ 6" o.c. 16d @ 8" o.c. A35 @ 24" o.c. 5/8" dia @ 48" o.c. , ''.'"':; , i±:"4''- SW -2 7/16" OSB *note 7 '8d @ 3" o.c. 16cI @ 4" o.c. A35 @ 16" o.c. N/A ,ry , t;? ;, SW -3 7/16" OSB *note 7 8d n 2" o.c. 16d 4" o.c. A35 a 12" o.c. 5/8" dia @ 12" o.c. 'll ;t �1�7;`r: w''� C „ ..C', Ail: i '')t.l t arMil r G s,,,= . e* - : ','t.... { .d'k: birtxv.'; >1dv:F;,;ro.n �..,. 'r_: ;:,;. n'7'y.,,:• A;di'•;r ru.1W^,'a: Y,t.. 2t�"'4 tw; re c, x +�u+rn ae+a• ;r. a .. ....... ... .. _ ...., � .. .. .....*f .�.1vna� u .. —aL.i� n...er..o.x,uwwe.�,., .. ...... .. .... ... ... .. .. .. .. .. _ .,. ... .. ., / FROM : REED & ASSOC I RTES, P. S. FAX NO. : 425 - ?7$ -21373 Sep. 20 20632 12: 36AM P3 ' 9119/02 REED & ASSOCIATES, PS Civil & Structural Englneuring 8311 2th t. SW, Edrn pus, WA 91111 g U Office 21 (42S) S 77&27x33 Pa x (425) 7 75'2C7 26 3 t • .,i Memo Z ft September 19, 2002 ' , p- z P 4 ' To: Andy Tran American Builder inc, o 0 0 .1, :•, u) From: Damon Fleming, Et 1 0 u. . . it Re: Doak Homes Inc, Plan 1283 (ZDA) w o LRP retrofit g f R &A# 02 -327 w a' N 0 This office verifies the following retrofit hoiddown to be attached to the LRP (detail 1/S2) where the _ . `T -1' hoiddown was not installed at the end: z z I— • PHD5A -SDS3 w/ w w . (14)- SDS' /I' x 3" screws attached to (2)- 2x studs minimum or 4x at the end & D o • 5/8" diameter threaded rod drill and epoxy 5" minimum to the foundation w/ o ET or SET epoxy -- . w z o Also, an HDC10 /4- SDS2.5 hoiddown may be substituted for the 'T - 1'; use 4x and nail sheathing o per detail 1 /S2. z Ili -7 P: If you have any questions or require additional information, please call. o z N CI_ (, ,� ' ;fi ' 6 s ' 9)19)02_ ! DT 6 -27 -W Ni • • . tXtVir.;!:Y; `l 1 1 �4 t , . 02 -327 Memo 0g1902 -0C �,�. Tbo; o c 7( I .. 4 ■ .. _ .. .:t ..G wu .... ....... .. v. _. a ify M , .wM•w.+..t..l. haw* w •ucfnrt.•rf.W.Ww+irwllLLV.rKxr, . swa+.rTU.,n.M Vix•. Me .4rf)WM.1rt]7tMY.Mtti+.,»brNeY 4 FROM : REED a ASSOCIATES, P. S. Th FAA NO. : 425- 775 -2 073 Oct. 21 2002 09: 22PM P2 10/21102 REED & ASSOCIATES, PS ; Cwil & sttt.ctura' En „, 1 1 � �, E�7mor4s WA 26 ,, 4 ' 83 Off:ce 2t7t (4�:5i St 775.2 Fax I�t25) , 775.2�� � t I t Z Memo _.. z; October 21, 2002 re uJ To: Andy Tran o ' American Builder inc. w= NI ; From: Damon Flem El -. w 0 I Re: Doak Homes ina. -- Plan 1 263 (ZDA) q J Joist retro -fit R &A# 02 -327 - a . 1- w 1 This office verifies that the 2x12 HF#2 joists installed at 16" o.o. above the garage shall be retro- z i fitted with a 2x4 HF #2 laminated to each side of the joists. bottom flush and nailed with 15d nails I-- 0 at 6" o.c, top and bottom (SEE ATTACHED SKETCH #1), w w Also, where %2" diameter anchor bolts were installed at 48 o.c. at the mud sill, an additional %x" o ( II` diameter expansion anchor with 4 - /a" minimum embed to the foundation shall be installed o1-- between alternate spaces for "SW-1"; at '`SW -3 ",' ' diameter expansion anchors shall be installed 111 w so that the resulting spacing is no greater than 10" o.c. . F ' o ; if you have any questions or require additional information, please call. Iki z : U N , 0SL- R z • -„ f l h J . • t o 4 I 0140 1P ■ I EXPIRES 5.27• 1 RECEIVED i{��{���Y� ,, (, � r� r�1�07 i4rt IJ �. BU /LDING �� �' ! r�M 1 Lr�-'[ DEPARTMENT . .. Attached; joist calculation, built -up section calculation, and sketch #1 0$,(0 , 02-327 Meiro 102102 * 4, 4 , ti ,,„ mss ,,,,, ^ i , 1)o.2- _ si ner.. nvnaww' anKaMUaldwtwsernn «rnate +, a?tf2;r:^.wry',trM4vp ae.+w�•rx. xsrx:.. «..c «MirMe„M.... r...,a.,.:... ....... „. , .... ...., . -,,h .,...., ...... ......... ....... .. t f . _ , FROM : REED & ASSOC IATES,P. S.,�, FAX NO. : 425-775.-2073 - Os 21 2002 09:22PM P3 Reed & Associates, PS Title : Jab # 8311 212th St. SW Dsgnr: Date; 6:55AM, 21 OCT 0: Description : Edmonds, WA 98026 Scope : KEN 0 3Rn:� ver5a 2•rec•2v02 General Timber Beam Pay: 1 URar (u)1563.2002 ENi5R rc�; CAtC aegtnat Smnvars _ 71fi. ;uap,f_ Iccet'rna aoiec:'lie. . r .i n .. . ..+....,...�:-'+`7- z,w ..' ...... .n...,...... -... - ...,. wr.t. •.'•M•ra �:.PC.�L2' Description joists @ 16" o,c. k1 G eneral Information C alculations a c esigned to 1997 NOS and 19971JEC Requirements f� 1 W Section Name 2x12 Center Span 18.25 ft . Lu 0 0 ft ' Beam Width 1.500 in Leµ Cantilever ft Lu 0.00 ft U 0 i 592.111 Deptn 11.250 in Right Cantilever ft Li.) 0.00 ft . Member Type Sawn Hem Fir, No.2 . N o ,3 Bm VI/t, Added to Loads Fb Base Allow 850.0 psi CO = Load D Factor 1.000 Fv Allow 75.0 psi -J I- . Beam 5nd Fixity . Pin -Plrr Pr; Allow 405.0 psi Repetitive Member Wcod Density 35,000 pcf E 1,300.0 ksi N u ' • i . . • . . .. . .. .. : 1 Full Length Uniform Loads - . __ , �� -� .' .h��{'S'r_....t.:fJ .L'::. - �_'_. f::�.._•.:.e\.:.� _ ....a`.-`.� r �:,rr •. i... -.. : ::.;✓r -'.a ... •S:. .::, :z. : :�•M . =:? :!i_.�nw, »� •. - .� Center DL 13.304/it Lt. 53 40 #./ft W j Left Cantilever 0L #!ft LL trlft d 1 Right Cantilever CL #/I LL tit H J ::!,47.,:i.11:.,:', . c r, • .. ;•, ;:::;a ? ,,r.tummety ..: ' - _.. .- -- _Ov erstressed try Bending 1 o Span =18.25ft. Seam Width =1.500in x Depth - 11.25in, Ends are Pin -Pin W I- ) Max Stress Ratio 1.144 : 1 2 i Maximum Moment 2.9 k -ft Maxirnum Shear *1.5 t .o k v N Allowatlla 2,6 k -ft Allowable 1.3 k .0 H M ax. POSttive Moment 2.9S k•tt at 9.125 ft Srtear: tg Left 0.65k Max. Negative Moment 0.00 k -ft et 0.000 ft C Right 0.65 k . W W . . Max s2 Left Support 0.00 k -ft Camber: 0 Left 0.000in ) ' Max © Right Support 0.00 k -f: a Center 0.282 in I W I- .1 : : MaX. M allow 2.59 Right 0.000in }� - O; Reactiars... ill Z. t8 1,117.93 psi f✓ 57 43 psi Left DL O.1b k Max M 0.65k U N i Fb 977.1:0 psi _ Fv 75.00 psi Right DL 0,16 k - Max - _ 0.55 k 1 Deflections _ _, ,. Center Span... Dead Load Tc' z ~ P .r.a..: ':^.. ... r;, r'..:; A._ -3•{' _: ..r.:aL:ti ..1.. ,.'..-,.u:..:. °siu1C.': :o. .,r.:^,. ..-....r.:�`:i7;�_:'' ∎,.... ,47X, ".r:,.,,.0 ....,:-S'..•. . i ad Left Can Dead Lo ad - T otal load Deflection -0.188 in -0.764 In D eflection 0.000 in 0.000 in ,..Location 9.125 ft 9.125 ft •, Lengtr. /Deft 0.0 0.0 ...Length /i7efl 1,166.7 235.74 Right Cantilever.., Camber ( using 1.5 " D.L. Deft ) ... . Deflection 0.000 in O.OJC in \ t Canter 0.282 In •,,Length/Defl 0.0 0.0 C Left 0.000 In ' Q Right 0.000 in • Stress Coles _ 1 • ''S'vw:.:: ��y« : "�' u,i.��'a..�•.. - ..�' x �'.'.�T:•::.,.t::. `:'.�.c... ....,......::+i�:::4: ,. • �i:...." " ,.a..�.ir�.wL�..la ' tr •^ ..: Cf . Bending Analysis Ck 31.716 Le 0.000 ft Sxx 31,641 in3 Area 18.875 in2 cf 1.000 Rb 0.000 CI 0.000 Max Moment IV ReQ'd Ai)owable ft4 • ' Center 2.95 k -ft 36,19 in3 977 50 p£i • g Left Support 0.00 k -ft 0.00 in3 977.50 psi - , (gg Right Support 0.00 k -ft 0,00 in3 977,50 psi j .: ,: Shear Analysis g Left Support 0 Right Support :;;, °' Design Shear 0.97 k 0.97 k I :"', e? Area Required 12.921 in2 12.321 in2 r Fv: Allowable 75.00 psi 75.00 psi xl �`• � : ' Soaring t Suppa!3 RECEIVED ft y ,. Max. Left Reaction O. k Clearing Length Req'd 1.063 in , t „ e Max. Right Reaction 0.85 k Bearing Length Req'd 1 063 In [ r , r 2 1 ?002 tie 1 1 DEPARTMENT it g44:1: . • p :., �..• J.• a.. L�: 2;•.,: t �n; s:; py''.' R isv:., t. FwalS•+ bb1. 5' p: d fla:: K..''.. k!'* h? *iN'EVt.7h1+ax«w.x,z..s.wxr.M .. .. i - , - .-- , - 1,4r 1 ‘, ■ I ..., / ,i ..; FROM : REED & ASSOC I ATES, P. S. FAX NO. : 425-775-2073 ,--- ----...,, Oct. 21 2002 09:23PM P4 A . 1 ' Reed 1 Associates, PS litio ; Job # 1 8311 212th St, SW Dsgnr. Date; 8 56Alit, 21 OCT 02 Description : Edmonds, WA 98026 , ., scopa : . ii . . . Rrr• 63e000 Mut% KV/4TIOICO3. Vur b 1 0 P.Sep 2CC,2 Built-Up Section Properties P 1 ..,1, .1 (l 2002 VIERC Slt C . E ti c; n4 ca i 1 . S V I w I r e . . _ . ... , , ‘, .......,..,,,,,,,..,. ..., „......,, ........ ,.......... ..,,........,. ,.........,..„........,..=._,_. ivsfetf , DescriptIon 2x12 w/ 2x4 I arn'd each side bottom flush Z , . 3 .. • • .. .. General Information .,..j. 1 w Ix w —.,...vg.f:gr..a=. -37.,.--7-...:..;,..,„4................_,...,,.....................,..,.,., ............_.:g:..m.,..- ... ..—... . 6 S 4 Type,„ X ce Y cg 1 #1 Rectangular Height 11 250 in Width 1.500 In 0.00D in 0.000 in 0 0 $2 Rectangular Height 3.500 in Width 1.500 in 1.500 in -3.87:: in . . Cl) 0 u) w #3 Rectangular Rrz.:.;;:-..Ift.'.,...*fr.:"..:.r.7::47:,•:,r.z...-,...aL,....-1 Height _ Summary :.:.; 3,500 in Villcith 1.800 in -1.500 in -3.875 in •: ________ —__________ ------- U1 x II_ V) u_ • . 1 ,•, .e.' I: 77:: 4.;::: 1 1 ra- Total Area 27.375 1n2 lxx 285 89 yy 4 in4 T XX ., 0 • 1 i X cg Dist. 0.00 in IYY Edge Chstances from CG.. in r 1 025 in 2 g 7. 1 Y cg Dist , 1,49 in +X 50 in S left n -X 2.2 -2.280 in S right 12.78', i i 3 12.781 in3 , U.. -=C n 't +Y 7.111 in S top 40.202 413 , g2 a I, - i 1 -Y -4.139 in S bottom 69.077 in3 I-- W _._________ ... I ... 1 1-0 . Z 1-- ill Lu 2 m i .015 14.4. )0 lir 00 x- 1 7-- C 2 -*Cab = ----.--------; 11 \ iiAr--. ..■••••••■•••••...... .7 I D \ , G71 IA' 4:17j ; (0 V CD 1 • . . I I U. 0 . • J? S eirOI t4r4 014, ILI V) • 0 = I- 1.... 0 ' , Z ' i . ...... i i 4 1 RECE,VE.D A OCT 21 2002 14 , 0 r vz, 11 1 BLRLDING ' 11 S - • DEPARTMENT I , , . .. — - , • - , I, -- :• ,- ..r - ■, L / , • ,.. . . FROM : REED & ASSOC I ATES, P. S .,--- FAX NO. : 425-775-2073 ----, Oct.. 21 2002 09:23PM P5 1 1 1 . i I , -.. l i ,, 1 , 1 -,, , ; t:.00.1,1.- \'\u. C■I'lL.,, 1,,..., J -....1 t L ,1 '41 1 ... ty-±+—P - 1 , 1,-Nr4•\NO:ftZ C 1-0:i* re) 16' 0.c.. PA Gl\kra:,G, 1 . . . . :), , 1 ;.., I I ',I i: , k 1 ii , fi -5 , c L . ' re 11.1 '.5 :, S 1: ‘A4Z,./■I ,, 6 g ,, ‘, ',i. o o' 4 CO 0 N. "N, 'N. .. \ ''..., , 3 g i: ., Li, ° ILI I ...- (..) W IL' . • 1 CO • L 6.vr )20") W "..'"''.—••••••.,,,,.........,_._. . i t'• )) \ .0% , ,C 0 \(; 0 ..C., ---, ------ 111. • ., ul 0 c..) 01 .C: al ....4 ..... 2 ? g 5 . c.: i... w •,,,,, e- fiNrS . i•■•.i, u. < • . :i CO D ''',), .:*'.1 \w tin... ,.....,....,.-...-lik..\(...t_ . — a x 5, i i- , 1 i ;,... c...Low4. . ' l i 1 1 (Z;4 e Co o.c.,TCC si r ligi . . z ,.... , 0: Ili ill, 2 D.. • D p . 0 11-11■Alt I0 ••-• . 1 1- u j'' . :• • I o I- r - . IL ' r ; Z' . 1 . . 0 u) ; - ,i I' , . 0 -'-: Z : . • 1 ‘ . . - , . I . • • . „ • . . • 1 . ...._ 4,.", i 1 '■—P.;.■VZ441:461 ',. I .t RECESVIED I Firi, 1 r , .*,:,e.' ' :::,;701'711 ' i OCT 21 7002 BIALEMNG I I DEPARTMENT le.,,L4,gal I 1 . . . t I gT?eFle • i i i I •., 2 2,1 , .-7 ",..."..,...,„...,,„„ - isivaiisaiiiiiiiiiiiiiiiiik . ■ , . , , • . . . - -- - - —_ - • i FROM : REED & ASSOC i HTES, P. S. _ \ Ffa,.< NO. : 425-775-2073 Oct., 21 20 02 09: 21 PM P1 t REED & ASSOCIATES, PS Civil a Structural Engineering FACSIMILE TRANSMITTAL SHEET t' i • ' 8 3 1 1 - 2 1 2 t h St SW Edmonds, WA 98026 ( Office (425)72.2793 pax (425)770 -2073 if { C nfidentiati . { The following facsimile transmission is intended only for the named recipient. and contains info-matiun that may be confidential and propriety in nature. If the reader of thi6 meSsagra is not the n1 t i ?d recipient, or the employee or agent -: :: `j'" "responsible for delivering this message solely to the intended recipient, you are hereby notified that any aissentination, distribution or 7 ,.. s £ i : itribuaon or copying 9f this communication i$ strictly prohibited. If you have received this fax In error, please notify this office;Y L office immediate Y, at (425)778-2793 and return the fax via'J.$. Mail to 8311 212th. St. SW, Edmonds. WA 93026. ',?s 1 . $ R E ,1 1,r� G. D ( i g, ,,.. cif li 10/21/2002 OJT fi�tt 1 }} 7. ` 0 +/ 0 ++ 7_ 02.327 Doak Homes .yob Info t ' : BIMLIiING i .;�^ • DEPARTMENT I i ' . , -.- - -- . _� - Public Works ❑ Structural ❑ Permit Coordinator Z I Z Ill La DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 5-23 -02 2 D Complete E " Incomplete ❑ Not Applicable ❑ p F ;. Comments: W W I-U u- N —O Permit Center Use Only LL! N INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: O H Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z TUES /THURS ROU NG: i Please Route igi Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: - • APPROVALS OR CORRECTIONS: DUE DATE: 6-20-02 Approved ❑ Approved with Conditions 2( Not Approved (attach comments) ❑ Notation: . f�' REVIEWER'S INITIALS: DATE: �K, is f,, " Permit Center Use Only 4 wY' CORRECTION LETTER MAILED: tr Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: „` Y,4; y - 4e�d., rf � CO Documents/routing sllp.doc ._; ,, 2 -28 -02 i, } , � } i , .,; . 1. 2 a " t!•.4! "...„ ,. 1:'t'•�-. «u:;.;et.Ca:,;,s,.e ,.,. a ._.,.. . w L..>.... Wm.;i:..,�- x.a..rr x^awn axt »aw �r�..��.,.,.�,...... ...,,.....,......,.,.,,......., ..... ... .. _______ -- .- :..r -' S. • • ---011-1.1..' ws City of Tukwila , o? '' •,, Department of Community Development - Permit Center a'.0# o - 6300 Southcenter Blvd, Suite 100 N \ 4 iff,/ '' Tukwila, WA 98188 '. (206)431 -3670 ■ 1908 z i P.P,':',1'J...,''':: t r, Z REVISION SUBMITTAL 00 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted . N 0 through the nail, fax, etc. w = J F . Date: ( 4 / w O .5/Z 6 a P lan Check/Permit Number: J ❑ Response to Incomplete Letter # n a Response to Correction Letter # I �__ w z , ❑ Revision # after Permit is Issued i— O z F— Ill � w Pro ject Name: `D©/9 - /e -� O?(° 5' / /v C _ 0 ,' Ave 5 % h K�I�4 ° n ! co < Project Address: '� / 0 7 /9 4 3 _ . Contact Person: )4. / / LE _ Ori- Phone Number:20‘ 3 72 ' g I U ur H Summary of Revision: R 9 D/l/ h1n CC P'P•c c I. e 79P o " -# / _ p w z — I 0 H z t ' RECEIVED 0 . CITY OF TUKWILA • .; r + . J ,r1 . i.1flrs . S irtai L f•• G. . PERMIT CENTER 4 14q, pite. Sheet Number(s): z , f3f �r Z Mi '; "Cloud" or highlight all areas of revision including date o revision , Received at the City of Tukwila Permit Center by: k .„,/C_S M ' 'g ' , r Entered in Sierra on :k; } act;; :'h�m 'n. F ''rNn%; f 08/30/00 , . a OW, ` Si i:E,y, ..Tr ./ 3* .}.. R :, :,,_ , . ,, i b W�a b iW 4" '+�Y•r, , .,, ,,, ... .. n Ye: 4Y..Mtiihti�li:1 .a'd •r,Nx^h , ".s, ..; .,....5,.: . , , . > .:. t, :;.lr:a c:;d,:1.;�yL .; w}2n+ +d: } ri—ASf .. wC,i. ,; a.bx_ kti i3 .. .. � v».«w.,,.,,... „ :atos.... ;re.L•u. .,.. ,.... ...._ ..... ............ .. -, I REED & ASSOCIATES, PS Civil & Structural Engineering Letter of Transmittal Recipient JOB# DATE z Doak Homes, Inc. 02 -327 5/21/2002 < . • z Darryl Doak Doak Homes, Inc w 11917 - 4th Ave SW Plan 1263 (ZDA) 6 = Seattle WA 98146 206- 246 -6587 v 0 N 0 We are sending you: Attached material w = 0 Under Separate Cover - I 0 • uy 0 2 Via: 0 Postal service g ' O Courier u- O Personal Delivery = 0 `p Pi C_\-. --J,P w Z the following Information: 0 Calculations Z 0 0. O Red - marked plans w uj 0 Co of Letter RECEIVE Copy CITY OF TUKWILA 0 0 0 Or drawings N O Computer Disk Containing MAY 2 2 2002 0 t- . O Shop Drawings = uj O Prints PERMIT CENTER F U 0 O Specifications lI = Z O Memo N S y,,.1 i Copies Date Number Description Z Z. 5/sA 1 ot- 1-m C- AAL -- - 6 NL► SWI L tt Pc kusis SSta r\A 0 b 9 t. an . 14 5/u /oi-- l-aC pt..- FcN,A.- PLArls 8. terA1L_ Prat,, <,-smt -, ‘, . T hese are transmitted as indicated: O For Approval 0 For your use As requested 0 For review and comment { 0 No exception taken 0 Make corrections noted . O Revise and resubmit 0 Remarks: t r 4.,t l : q i 0 -41,:: i — E x NO Signature: iWiPta, 4.3, . '•Nr‘f, 5) A A Le , ,, 57.Vx'1,�' { I i J; , z . 5/21/2002 02 -327 Doak Homes Job Info t` . ~?' __. , PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -091 DATE: 5 - 22 - 02 PROJECT NAME: DOAK HOMES z • � • SITE ADDRESS: 12269 43 AV S re 2 Original Plan Submittal Response to Incomplete Letter # v o XX Response to Correction Letter # 1 Revision # After Permit Is Issued w H CD a. . wO M ■ } Permit Center Use Only iii Z INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: I•- F=- O Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z i ■ TUES /THURS ROUTING: 1. Please Route , I Structural Review Required ❑ No further Review Required ❑: , REVIEWER'S INITIALS: V4....\___ DATE: , ' APPROVALS OR CORRECTIONS: DUE DATE: 6-20 -02 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ -: . Notation: I i ua c 1,, REVIEWER'S INITIALS: .,.././1--A , DATE: 07 .' ' �. . 1,401:4 Permit Center Use Only . ? , "-�.4 CORRECTION LETTER MAILED: s;; 'j 1 t!=; i j { .. Departments issued corrections: Bldg ❑ Fire ID Ping ❑ PW ❑ Staff Initials: ,�; {�•�t��ti„� „�; ,, ,..qt3 . t t.:., ;, :.1: * .l::t.;: ea Documents/roulin sll doc ' 2 -28-02 4 ' ga .... : ti,F �:.•- _•..... ... .. ' . .. ,. .. .. .. c.•ya.a.»+5Irs'Y. ..r.ti9t.'Y V4 art..vi.,.,....... - �....e" � - _ _ . PERMIT NO D2 O ( TENANT NAME: ) bl, ," 'CADote BUILDING PERMITS INSPECTIONS CONDITIONS ❑ 1 Progress Inspection Status 11 10001 No changes will be made to the plans unless approved ❑ 2 Pre - construction by the Engineer and the Tukwila Building Division ❑ 3 Investigation ► 10002 Plumbing permits shall be obtained through King Co ❑ 4 OK to Occupy ►;, 10003 Electrical permits obtained through L & f H ❑ 5 Remove Stop Work Order ^ 10004 All mechanical work shall be under separate permit ,I... Z ❑ 6 Follow -up ►: 10005 All permits, insp records & approved plans available fe W • ❑ 7 Pre -Move Inspection ❑ 10006 All structural concrete shall be special inspected 6 - I WSEC Residential ❑ 10007 All structural welding shall be done by WABO certified U 0 j 60 WA Ventilation/Indoor AQC inspector • 70 NLEA Inspection /Modular Struct ❑ 10008 All high- strength bolting shall be special inspected w w ❑ 71 Mobile Home Tie Down Insp ❑ 10009 Bolts installed in concrete shall be special inspected J I ❑ 7.) Marriage Lines ❑ 10010 When special inspection is required...notify Tukwila N LL ❑ 90 Resteel Building Division , w 0 ii( P5 Footing Drains ❑ 1001 I The special inspector shall submit a final signed report 2 100 Foundation Footings ❑ 10012 Any new ceiling grid and light fixture installation g n • • 10013 Partition walls attached to ceiling grid R. 200 Foundation Walls g g 250 Foundation Insulation • 10014 Readily accessible access to roof mounted equipment N ►� 300 Concrete Slab /Slab Insulation E. 10015 Engineered truss drawings & calcs shall be on site = Cy 350 Crawl Space ■ 10016 Any exposed insulation backing material shall have I— _ 400 Shear Wall Nailing ❑ 10017 Subgrade preparation including drainage, excavation Z I — , ❑ 450 Plywood Wall Sheathing ❑ 10018 A statement from the roofing contractor verifying tire i- 0 : 500 Roof Sheathing Nailing retardant class of roof W W ;; 525 Plywood Deck Nailing 10019 All construction to be done in conformance w /approved ? 0 : ll .. 550 Exterior Wall Sheathing plans 0 ❑ 600 Masonry Chimney O CO 610 Chimney Installation/All Types ❑ 10020 Structural observation shall be provided for this project p I... �:� 700 F ram i ng ❑ 1002 I All food preparation establishments must have King Co W W o.7„ 750 Roof /Ceiling Insulation 1 0022 Fire retardant treated wood shall have flame spread of I U 800 Flour Insulation 10023 Notify Building Division prior to placing any concrete u- F=. All applied spray appe fireproofing shall special — Z 0 801 Wall Insulation R 10024 hll b l inspected Z dx ❑ 802 Exterior Roof Insulation 10025 All wood to remain in placed concrete shall be treated U 0 structural masonry shall be special inspected 803 Glazing Inspection [3 10026 All tl ry p p I ❑ 815 Lighting and Controls 10027 Validity of Permit O 1- 0 900 Suspended Ceiling • 10028 Rack storage requires separate permit Z 1000 Interior Wallboard Fastening ❑ 1001 Exterior Wallboard Fastening 10030 No occupancy of building until final insp by Bldg Div ❑ 1110 Pre -Move Inspection ❑ lt)031 Comply with requirements of TMC 16.04 ❑ 1 115 Motor Inspection ❑ 10032 Remove all weeds, concrete, stone foundations. flat ❑ 1120 Pre -Demo concrete ❑ 1140 Pre - reroof ❑ 10034 Removal of septic tanks require approval and 42 ,1400 Final -Fire compliance with King Co Health Dept. 1700 Final - Building ❑ 10035 Contact PW Div to obtain insp for water /sewer connect ❑ 900 Final - Reroof ❑ 10036 Manufacturers installation instructions required on site ❑ 3100 Site Visit ❑ 4000 Special - Concrete ❑ 10038 A C of O will be required for this permit ❑ 4001 Special -Bolts in Concrete ❑ 10039 Final approval for all TI w /in the limits of the SC Mall ❑ 4001 Special - Mom/Resist Conc Frame ❑ 4003 Special -Reinf Steel Prestress `�❑/ 10040 All constriction noise to be in compliance with 8.2 TMC ❑ 4004 Special - Welding �(Jf� 10041 Ventilation is required for all new rooms & spaces ❑ 4005 Special- High - Strength Bolting - . •4. '` kTis Special-Structural Masonry Kt 1004' Fuel burning appliances ` t�=i!,y .;.• c ❑ 4006 S p ►�, 1043 0 Appliances, which , f ,,.t ^t' ❑ 4007 Special - Reinf Gypsum Concrete pP generate generate f r_ ❑ 4008 Special - Insulating Conc Fill ►. 10044 Water heater shall be anchored ", ❑ 4009 Special -Spray Fireproofing ❑ 10045 Reroot w:�yd °,y ❑ 4010 Special- Piling, Piers, Caissons ❑ ••• "Anchoring — All new construct and substantial ❑ 401 I Special-Shotcrete improvement shall be anchored to prey nt flotation" a < a "' ❑ 4012 Special- Grading, Excav /Fill tx` 0 4013 Special- Retaining Wall , "` ❑ 4014 Special- Panels Plan Reviewer: V Date: °" ❑ 4015 Special -Smoke Control System �JI� Permit Tech: Date: ( -I jn z +`• � r �3ir � WJ� :)~' , ; ' .: ' + , . ,.... , ,, ... ..: F 4 7 1 . , •, . i M i t t e d i M C . P 2 n E A , I n A ` . ' . . . . . u s + . . . . . 4 . c . , r . ,, ,..-. , a a u . . . . - _ - --\ ,.... ___,,,,„, -- a tilt-A, /4'' . r v� '� Ci lty of l ukwila Steven M. Mullet, Mayor �l,.r i a: -vfi � :�' 5 51 ; (f \ , ig _ Department of Community Development Steve Lancaster, Director *.. _-- _ ' . ,, 1908 - -- z < May 10, 2002 tu re 2 Darryl Doak 6 v 11917 — 4th Avenue SW U o Seattle, WA 98146 w w W U. RE: CORRECTION LETTER #1 2 . - - t yii . yrdix3.. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 - 091 DATE: 04 -11 -02 PROJECT NAME: Doak Homes Lot SITE ADDRESS: XXXXX 43 Av S 2 /Original Plan Submittal Response to Incomplete Letter # Z o W Response to Correction Letter # Revision # After Permit Is Issued —I 1- DEPARTMENTS: • Buil in�ivision Fire R evention Planning D'visi n d Public Works Structural Permit Coordinator D, D1-1-114 Aw( h - 1- oZ- ? � o zE- ur L u DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04-16-02 2 o U 0 Complete Fr Incomplete n Not Applicable n . w Comments: I .. z w Permit Center Use Only U 1. O~ INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Fr Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05-1 4-02 Approved ❑ Approved with Conditions n Not Approved (attach comments) i Mogg Notation: — .'f REVIEWER'S INITIALS: DATE: 5'4 a t tip Permit Center Use Only CORRECTION LETTER MAILED: .• ,.: 1 , Departments issued corrections: Bldg LYJ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2.28.02 l �,Z Y 4 j�^Yik:3'i33 .SI p�j i j( �� �. a ��: 1. ,.. ,� iir'.,r'n �i:. .•i,yyY. w:, ;a,H.a fld .iii :a"4,W::L'' ;&Yt* kI'.. :rw 7• Vyaa �,.. yewa�,•n r,.. .r .. ., .. ...._ n... .., r.; r.r?G . S . • •. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 - 091 DATE: 04 -11 -02 PROJECT NAME: Doak Homes LotA a SITE ADDRESS: XXXXX 43 Av S w U , )( Original Plan Submittal Response to Incomplete Letter # v co Oo Response to Correction Letter # Revision # After Permit Is Issued _ f N U . . w 0 DEPARTMENTS: 2 u. Q Building Division X Fire Prevention Planning Division n s a = Publ Works n Structural Ili Permit Coordinator I— _ w zF- 1— O Z I— DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04-16 -02 2 o 0 Complete n Incomplete n Not Applicable n w i w Comments: 5Ia,6 otv (14..4.10‘ 12.% -1 1 1=- H u" Iii Z Permit Center Use Only U = P. INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: ! Please Route 0 Structural Review Required No further Review equired n ' REVIEWER'S INITIALS: 4-t'' DATE: 4 APPROVALS OR CORRECTIONS: DUE DATE: 05-14 -02 Approved n Approved with Conditions Not Approved (attach comments) /' , i/ kt Notation: f2-'- (,(, AJ-‘vi , ? int REVIEWER'S INITIALS: C,, DATE: l CI 1 f' y Permit Center Use Only J .Ni , f , .. - }} r CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: f Documentshoutlog sIip.doc , ,, Y'S4gl � A .{ 2 -28.02 �., ,F... ..lR;:...,...'!;r' d;' >;•:f' - - ^ mo i.. L! ,ri. ww./lY #�, _ _ ; ., y�}, ...,r{r �. d4cAt'JTYlR. '1'I4� .. .. _ ......... �.. _. .. pt* i - �� - ! _ Tukwila Building Division 6300 SouthCenter Blvd. Tukwila, WA 98188 206 -431 -3670 z BUILDING DIVISION REVIEW , i • re iii Date: May 9, 2002 6 Project Name: Doak Homes Lot #A building permit application ° o Application #: D02 - 091 w = Plan Review: Ken Nelsen, Sr. Plans Examiner N . w 2 I A general Building Department plan review has been completed for the subject project. Please ga 21 ' address the following comments in an itemized format with revised plans, specification, and /or N a • other documentation. ' W Z = 1. The front wall of the house can not accommodate the prescriptive or alternate lateral F- o brace wall requirements in U.B.C. Section 2320. Provide an engineered brace wall w design. D o o 52 2. Some walls on the plans are keyed as shear wall but no details or nailing schedules have �- been included with the plans. v F current approve wall design for this installation. For example, it should be sheathed with S plywood on both sides. Include a new engineered wall design for the garage door walls o � with the remaining font wall requested in item number 1 above. Z No further comments at this time. \ . ' . , c am i b , i ,.vt x;4 k ` , ¢. , r ,1 I )�., :04 ; t i ,'., .. .,... , ..:. ,. ii.i:S.t.i,rb .... ..:i 1'.)IO.P.[''..: H:'v13:C.' :/ LAidiiS'. Gf.!^* NuY:. i4u iiEi' i.+. l k I �fY' J. ��A l - �K:IY ^ ^rr.,.....,... e- ..+w'n...r..rriwnr. nrr` .b {ry •.vl•'f / - - -,-.« 4 r ; , rte . /4 'N ■ PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 - 091 DATE: 04 -11 -02 PROJECT NAME: Doak Homes Lot VC z _i SITE ADDRESS: XXXXX 43 Av S ce 2 �/ \ ;c; 4 c\ K. Original Plan Submittal Response to Incomplete Letter # 0 O g p p o CO Response to Correction Letter # Revision # After Permit Is Issued L1. = - N L i WO DEPARTMENTS: 2 u. Q Building Division Fire Prevention ,XI. Planning Division 7 0 d = w Public Works Structural Permit Coordinator n z _ ,._ ° Z uj DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04-16-02 E m 0 0 Y 2 • Complete 7 Incomplete 7 Not Applicable 0 f- = Comments: F- H u-O ui z Permit Center Use Only U O INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: . TUES /THURS ROUTING: .k Please Route 7 ructural Review Required n No further Review Required . REVIEWER'S INITIALS: ( DATE: 41 7 qb)____ . APPROVALS OR CORRECTIONS: DUE DATE: 05-14 -02 Approved 7 Approved with Conditions n Not Approved (attach comments) n ' : ' .. Notation:r!!' +�. f + j REVIEWER'S INITIALS: DATE: , 51 ';:,. Permit Center Use Only CORRECTION LETTER MAILED: 4 Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: } ��. j ti , i Documents/routing slip.doc 141 2- 28.02.. 53 ti ;Q < t 4.4...1:1 64 . 3 40 . ,,.,.YmxM„,,..„ 5+47/,94 M'!#+m ?�9MtM H„tui+ rr'++ +xCr4wf'4wp,..,.nx•,n,....0... ,. .. ... � ..... ........ . _........ ........., _,...,..., : ,...cr«n.o::uPtYfn'.'R^y -. _ . � - ■ i f' ig., PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 - 091 DATE: 04 - - PROJECT NAME: Doak Homes Lot J �,- Z SITE ADDRESS: XXXXX 43 Av S ; w re 2 x J U / t Original Plan Submittal Response to Incomplete Letter # v O CO 0 Response to Correction Letter # Revision # After Permit Is Issued J = I— WO DEPARTMENTS: 2 § J • Building Division Fire Prevention n Planning Division JL d s Public Works J Structural _ Permit Coordinator n Z = I•- I— uj DETERMINATIO OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04-16-02 2 o V Complete Incomplete _ W il l Not Applicable o F. . . Comments: I 0 u- p ' ... Z Permit Center Use Only 0 2 INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: p I' Z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: \ Please Route Structural Review Required n No further Review Required . • REVIEWER'S INITIALS: jI DATE: 3.( /° APPROVALS OR CORRECTIONS: DUE DATE: 05-14 -02 Approved FPr Approved with Conditions Not Approved (attach comments) n , n Notation: > . ,,` LEI REVIEWER'S INITIALS DATE VI O'. ` , '''� ' 3 iMP4t Permit Center Use Only N ,,x i ,., 1 ?. CORRECTION LETTER MAILED: r �� Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: �? . MAIM 5 1 Documents/routingslip.doc ;?k:�� +qa' 2.28.02 ' f:4:11"1`' fE' . ......:,.; r +,. ..ei, rr ii•! +�. katr h'i P Ab- ,.o'N .+.Sai.' «x' h:'� �r10dv,:[. r f`Y),. t'R' `ll .... ,. ...... C df '� . :J : a n ; �- z Iii Permit Center Use Only C.) CP INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: O i- Z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ' TUES /THURS ROUTING: Please Route 'II Structural Review Required n No further Review Required ' REVIEWER'S INITIALS: L]l \ DATE: 1 /iZ /0L APPROVALS OR CORRECTIONS: DUE DATE: 05-14-02 Approved n Approved with Conditions Not Approved (attach comments)) I ' 1 Notation: =`r` ; to i r,; , REVIEWER'S INITIALS: L DATE: .5 /1 /z , of y" ri d,. r Y . Permit Center Use Only ^ r I'i . CORRECTION LETTER MAILED: `� "'`''` M rs= axtxct Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: K . `'�► Documents/routingslip.doc 2 -28.02 ` , , nN ?�I� a� tti' iTO Cow ' .. ■ .../ . , I & ,(m. 4 , .��.t# Cit of 1 kl Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 WATER METER INFORMATION Z ,I z Parcel No.: 0179000142 Permit Number: D02 -091 re Address: 12269 43 AV S TUKW Issue Date: 06/07/2002 6 5 Suite No: Permit Expires On: 12/04/2002 U O Ca DESCRIPTION OF WORK: W w CONSTRUCTION OF A NEW 1,882 SQ FT SINGLE FAMILY RESIDENCE, 418 SQ FT ATTACHED GARAGE AND 80 SQ FT N F UNCOVERED DECK AREA. O } PUBLIC WORKS ACTIVITIES INCLUDE: DRIVEWAY ACCESS, TEMP. EROSION, LAND ALTERING, PERM. WATER METER, 2 ( t• . / . --- �--, 4 Return Address: Doak Homes, Inc. . 11917 — 4`" Ave. SW RECEIVED z Seattle, WA 98146 CITY OF TUKWILA = APR 1 1 2002 w 6 D . PERMIT CENTER U 0 ° (0 CI X J f" DECLARATION OF COVENANT ASSOCIATED WITH W O SINGLE FAMILY STORM WATER RETENTION FACILITY 2 g Q I n consideration of the approval of the City of Tukwila of a building permit relating to real co d property legally described as follows: 1 _ ? F- Lots 23, 24, 25 and 26, Block 1, Allentown Addition to the City of Seattle, according to the Plat z O thereof recorded in Volume 12 of Plats, page 100, records of King County, Washington; u Except the South half thereof. v ° Situate in County of King, State of Washington. .o - ' (AKA Parcel A, Boundary Line Adjustment L 01 -058). z uj ' o ~~ Tax Parcel No. 017900 -0142 II z w The undersigned, Grantor herein: Doak Homes, Inc., a Washington Corporation, as owner o 1 . covenants and agrees that: z 1. The titleholders of the above described property shall assume all responsibility for the • cost of any maintenance and for repairs to the roof gutters, storm water conveyance and infiltration facilities existing on the above - described property. . 2. Maintenance shall include, but not be limited to: a. Annual cleaning of roof gutters. • b. Removal of sediment & debris from catch basin sump when when any sediment and S debris fills vault more the 4 inches in depth or obstructing flow into the connector pipes. c. Repair /replace damaged facilities or blocked pipes. S . d. Replacement of infiltration sumps when they will no longer dispose of 90% of the roof & driveway runoff. { 3. If the City of Tukwila determines that maintenance or repair work is required to be done to the { '', roof gutters, storm water conveyance and/or infiltration facilities existing on the above - described property, the director of the department of public works shall give the owner of the property ti ' ti p . . within which the drainage facility is located, notice of the specific maintenance and/or repair z : - 4, ,"'1-..,1 required. The director of the department of public works shall set a reasonable time in which such , 2-. 0 I work is to be completed by the titleholders who were given notice. If the above required , $., , .>� fi ,., maintenance and /or repair is not completed within the time set by the director, the city may ii i ii ' Ankh h 4 1,x.. # b '> 1 rte''' . D 0 D 0151 I M1: A .' i t f ru ne. ..... ... ...... ,e •. r. .o. 1 , -,_.. , - - 1• ■ I Th t i perform the required maintenance and/or repair. Written notice will be sent to the titleholders stating the city's intention to perform such maintenance. Maintenance work will not commence until at least seven days after such notice is mailed. The titleholder shall be responsibe for reimbursement to the city within 30 days of the receipt of the invoice for any such work performed. Overdue payments will require payment of interest at the current legal rate for < liquidated judgements. If legal action ensues, any costs or fees incurred by the county will be W borne by the parties responsible for said reimbursements. ct 2 These covenants are intended to protect the value and desirability of the real property v described above, and to benefit all the citizens of the City of Tukwila. They shall run with the N o ': land and be binding on all parties having or acquiring interest in the real property as well as their w = ■ heirs, successors and assigns. They shall inure to the benefit of each present or future successor N 1.— in interest of said property or any part thereof, or interest therein, and to the benefit of all the w 0 k c itizens of the City of Tukwila. _ u. Q F— W ',i 1 Z1.- `' Doak Homes, Inc. w 1 F Darryl Doak Sr., President 2 D U � D F- OF WASHINGTON ) ' co i I STATE COUNTY OF KING ) = uJ u_� i On this day personally appeared before me: w z' U= ' , to 0 1 I me known to be the individual(s) described in and who executed the within and foregoing Z instrument and acknowledged that they signed the same as their free and voluntary act and deed, . for the uses and purposes therein stated. Given under my hand and official seal this day of , 2002. , I . 1 1 i NOTARY PUBLIC in and for the State of . i Washington, residing at cow Wit , Commission Expires: . : ' ,,.:.-zx: ,+ F 1K , E , I 1 1 , N r r, : ....... , .., ..,-n ..,,,, . + n xY » ,M'u9 M ^7 tPb � X�43fi1� i - . , r - ■ {, ,,c: •, Yr y'• II / After recording return t 20011023000793 .• OAK HOMES INC BLA 38.e0 PAGE 0@1 OF ° °a s. - � J ; ,, CITY OF TUKJ. KING COUNTY1 ° UA E 4. , " ••• 'S , Department of Community Development .O j .1 p 10 6300 Southcenter Boulevard, Tukwila, WA 98188 Z ;) < ' ;, • Telephone: (206) -131 -3670 FAX (206) 131 -3665 , 1 Z ::,� ' , � N t ' • 4 r.. ; E -m tukolantibci,tukwila.wa.us • I MI6) cell. 1908 = - 0 Y - - 00 w W I e .=.1 I... ri : W O k ;_;> BOUNDARY LINE ADJUSTIVIENT/LOT CONSOLIDATION 2 fi NTJ BER L - o5S� Lone, 4a CITY OF TUKWILA, WASHINGTON i ' • 1 e= _ See r i eh _ s + I , .23 R P.- o z F " 4,;' Z 0 } w ut Last Name First Name Last Name First name .0 H . l . W , I Additional grantors on page of document (if needed). = 0 F- u- p Grantee(s): The Public 0/ 7900 - OS Z O /7900-0/4 0g tii rn _ Assessor's Property Tax Parcel or Account Number(s): 0 / 7,90o-0/93- 0 3 H = 0l 7 "co 0194 -0a Z I--. • Legal Descriptions: . Before the Boundary Line Adjustment/Lot Consolidation SEE ATTACHE £X141Bt A . 1 . • After the Boundary Line Adjustment/Lot Consolidation • , Scc ATTKlctaeb EXH►B IT 73 Reviewed and approved by the Short Subdivision committee and hereby certified for tiling this - ; , J 6 4 't ,, day of OCr'�.+7.t' 'pC;; % .?' { � ! . (__1 --1ce ' Chair. Short Subdivision Committee { 41 rEt- Pagel of `i "0: 1 413 . laz fl �r,1,y 'Q3+'s:tJ w,wrsr• w�M. va. w.. µ'.. +n.r• ».n«.4Ka,.,. »,rx.....,.... .. , �mcra.. n .nnm� .......................... t ..«... x... F:..., w, r.... a..:iisa.:;rr,+lt'! -, ! . e , -- ' - - ,. / . • ) r-- 20:45 2o6201 6 DEPT CF ASSESSM 3 . PAOE 01 . I i sr) • I • . • . . • , , e • . ' ' . i County Department of Assessments Scott Noble • . .. . • • i . . . I • 'ccountIng Division • Assessor 4, II Fourth kfenue ' RECEIVED • • ' , le, V/A §8104 • ' CITY OF TUKWILA z .; , `i; Ax: 006)2)6-0106 ,i•-• z . . • , • • ce 2 . 1 • • AS• IMILE COVER SHEET , I . PERMIT CENTER D ..." 0 I . I i: 206 296-5136 . • I- : m 0 . n: P• ! i ax: ' 2136 296-0106 . • , ; • / . • . : 141111■16 ' 0 U) * • . ' P I . . oi- 1 Total pages faxed including this cover page: 2 . z . . . • ' i :. . ' • . . , 1 . . . . : ' • . . 1 onunents: • . . • . ,. • .1 __ • . ' . • 11:11t7 (If INIIrwl_l a Iliminfinry Li nct Aci tenent hint, Conaoliclatiort lip 1,01 'I . . . . R,cording No 20011023000793 • , • • . • , r% • , h • • LI I • ' !., i Pareel•B (S 1/2) 017900 011414 ' . ' .... • . ' • • 1 1 I I • . O... • . "';`Ti;^i 7 7'„4 i. I • 40 - 4.„,..... • . 1 I ' . . . ' `,.440trk t % 7 i ■ ---_______ . . — , ., -' ' • , .,,,,,'"••• . -- - : ,.....;- . . cx — • WATER SUPPLY ASSET Bill of Sale City Water Meter Permit No.: OZ aq/ AOW ALL PER ONS BY THESE PRESENTS, that , e 1�/� � c�/ G �•� , of ?i . nA� c t 1 /',, c c , a n W individubl /general corporation p artnership and existing by virtue of the 6 laws of the State of Washington, located at - o I F/2 _A ‘ .9e. a w City of ukwila in King County, for and in consideration of the sum of TEN DOLLARS ($10.00) lawful money of the United States, to it in o ' hand paid, the receipt whereof is hereby acknowledged does by these 2 presents grant, bargain, sell property, located at g a ' 1= � 3r c U' $ D. a 12267 _ City of Tukwila, County of King, State of Washington, to wit: Z Legal Description of Real Property: w w _ � 5 / 4ot fi 3 2 4.l 2 6 N oArX h n-/ o N • 13/ c lc / A l /eth Ace" z ui LL. z List of Materials /Asset Description 0 z , I water meter box(es) located at the above address, lineal feet of 3/5 inch meter service line(s) with ' appurtenances, made of Y /e c'ewe, -- material type with an installation cost of $ 6' ' . , constitutes the list of materials for this turnover. The seller herein covenants, agrees, and warrants that he /she is the owner of said property and that the same is free from all liens and encumbrances, and that it will defend the sale of said property, goods and chattels, hereby made, against all and every person or persons whomsoever, lawfully claiming the same or any part thereof. N st "'l: q k. { ;7 lea k' / t :.- + ..,..i':rl•':.. tr f: y+:: .:it aye „ hrd»sa,4'a:t!&..+rew+,J+A o-, iw'b .rms aru. .:: r >r + ^. ' i '" , • EXECUTED at the City of Tukwila, Washington, on this 22 day of - .7anuary , 20 03 . ■ TITLE: SELLER: ,i,tiata c p/' e S!�P.r,7 4 ' a'` r z a BY: TITLE: = i Z w 6 STATE OF WASHINGTON o o f ss w = County of King ) U) U. . iii 2 ga s On this day personally appeared before me i a Z w Darryl E. Doak F. ii- o to be known to be the individual described in and who executed the w w , within and foregoing instrument, and acknowledged that he. 2 o . signed the same as his free and voluntary act and deed, o —u) . for the uses and purposes therein mentioned. = U GIVEN under my hand and official seal this 2 day of z �anu.ary , 20 6 . w o 22 C.t- x -t-(X- a. N ~O F G J Z „... „� Signature �s. A. 0.e. `` %%, P . ** s%0N''•• I- 1 A l i c e . A. D ., - , . ;'•�\ o• 01 Print Name i i r1 OTAR y • � � U � : NOTARY PUB LIC in and for the State PUBUC . ■ °i':'•. s a S of Washington, residing at \ Ren+o My l�lashin3fo(1 y commission expires 6-I6 --v4 J t s j,' ....,,$ f,, ' . i ' r ; , ' P:PW Dev Engr /Forms /Water Supply Asset Sale i. v ,kz. 4c r NO } a .tie. .,: ,.,. .. t,, .. . , .., : a .., e :.G_F >e.. J..:4; -r , ,:a... 4x, X •i... . ' -,r ` , °C'S2PPFd ..SbLkWNNt& TUd :L:'�el3M$�tl'HwW 1 ?._, LICENSE DETAIL INFORMATION Form Page 1 of 1 STATE OF WASHINGTON ■ DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 - 4000 - • + . - �' r City of Ihkwila, Washington ■ „� BUS{JIMESS ��C �n S EXPIRATION DATE 12 -31 -2002 246 -6587 Construction of new homes DATE ISSUED LICENSE NUMBER 12/28/2001 02 -393 Z TELEPHONE NATURE OF BUSINESS LICENSEE AGREES TO COMPLY WITH ALL THE REQUIREMENTS OF CITY ORDI- FEE PAID SALES TAX CODE I ;1-- W NANCES AND STATE LAWS APPLICABLE TO THE BUSINESS ACTIVITY LICENSED $50.00 HEREUNDER. • No. 1729 Q cc 2 U Doak Homes Inc N S 11917 4th Ave SW U) W Seattle WA 98146 -2904 E -J H • CO . .44441-* L CITY CLERK w O 2 _ This license is to be displayed conspicuously at the location of business and is not transferable or assignable. ! Q ca = O F.. w Z 1._ Please note 1. It is necessary to contact the City Clerk's Office at 433 -1800 In the event your • ' zoo the following business: ; UJ guidelines In • Moves within the city limits of Tukwila ! U o the operation of • Moves outside the city limits o to your business: • Ceases operation I o ! . • Changes ownership = w I • Changes use or type of operation 1- • Will be having a special event (such as a tent sale, parking lot sale or o any other event) outside its routine operation. N 2. Additional licenses are required if your business has live music/entertainment, tow o I trucks, amusement devices, solicitors /peddlers, or adult entertainment. z 3. Any retail sales tax generated in Tukwila needs to be reported to the Washington • State Department of Revenue, under sales tax code #1729. . 4. Tukwila business license renewals are mailed to all licensed businesses around k December 15th of each year. 1 y • io RECEIVED P b A,rM i ' CITY OF TUKWILA !e! PERMIT CENTER R . ., J r, i , i DO ira goo 0 9 I • ' J ■ . '. , , , -------"-----"-----"... ...... • :a . • .., ..., • , -.... cP. . y • .1' kV - / Y1 • , 4 , ,.. <4 :: ) . — , ..- ' , ' ; .: a) 5 • . 4 "•,., f " , .. - %. • z r• . rin d r a 1 / ' .. C° ... ••• •...... . • tO 10 , V 1 N. < >a) ) 1; 4 1114 w 1 1). 1 ::::1111;‘ . ArMialr ) . ' . (f) ' c co < ..e<A d::::tg: AV `!' '04!' co w # ' . ‘, aio •:.k , • a) g v• w C/ ":::::::! I ., ' .• 4 r : 6 V Fil; Ml ' (2 v. 0 •e...14 Nt'.2 . . Mc` .7' F 4 4“ g L c 4 z WINO O cii , 4 -,t i'_ • . , . , . . -....................--.... , . ._.... . I - .cr . Zz Ct Z JU O 0 O 0 J = I- !nu. . . W 2 g u. Q N : I I- _ Z I- I- 0 Z I- LLJ Li' . 0 O 22 O E- __. ,.0 ..... ... .. .... ........... _ - ..... _ ..._......_ ... ....... , . .., ... , , ........ ............. I. W Z O 1- '' Z Balance Due: $ & 70q • 5s Need Current Contractor Registration Card: Yes No . g ❑ • . . ta Need to Enter Contractor Information in Sierra: ,Yes ❑ No . • �itrfIid >nntactl�'��s�n' < < > < > <« >> � �` >��� >�: <�.:.... S a n h. � Do A A , 1)nrki (0 -7 -02_ , - -04.--- ag . , , 02.d10 6 71 - a aO v . . v � i� , r 1,4 {4 {.. rir „ ,. cir . i/ ; *r ; �v,��5,5r b pa . , , .. . , . , . . . ... . . . ................ , - , -. r, "' ' VENTS PER U.P.G........ • GENERAL NOTES 2. HOT WATER TANKS SHALL BE SIZED BY INDUSTRY T. STAIRS AND GUARDRAILS X. VENTILATION AND INDOOR Ai. QUALITY • STANDARDS FOR PROPOSED USE AND BE LABELED 1. PROVIDE A. STAIRWAY WIDTH OF 36" MINIMUM, RISER PER VIAQ 199'1. 4. MULTI 2X BUILT-UP BEAMS 5i TALL BE SPIKED TOGETHER. NAEGA APPROVED. HEIGHT OF S" MAXIMUM, MINIMUM TREAD LENGTH OF 2s" AND 1. INTEGRATED WHOM HOUSE VENT SYSTEM FOR THE; CONTRACTOR SHALL VERIFY ALL EXISTLNG SIT UNL NOTED, USE 10d NAILS ®12" O.G. 5TA 6GFRED. 3_ FLOW RATES TO COMPLY WITH WA 51 - 46 SEC INTERN!' rNDITiONS FOR COMPLIANCE WITH PLANS AND 5. SOUL, BLOCK W/ 2X ® MIDPOINT OF STUDS OVER 10 `020 TOILETS: 1.6 GPF(MAX), S A 3 MA XIMUM VARIATINTERN!' ! ! CNTLY OPFRft7ED INTEGRATED FORGED AIR 1'EGFIGAT10N5. SITE CONDITIONS INCLUDE, SOIL FEEL, BELOW SPARING PARTITIONS P�2t= ENDiGULf'R TO 402.0 2.5 GF'M(MAX1, 2_ STAIRWAYS < 44" IN WIDTH MAY HAVE ONE HANDRAIL HEATING SYSTEM. ! LAVATORIES/FAUCET: 2.5 GFM(MAX). UNLESS BOTH SIDE - rte ARE OPEN. ' A SOURCE SPEGIFIG VENTILATION REQUIREMENTS OPOGRA 'HY, REQUIRED SETBACKS AND IF APPLICABLE, JOISTS AND RAFTERS co SUPPORTS. 3, F'ROVIDE SEISMIC STRAPS AND PRESSURE RELIEF 3. HANDRAILS SHALL BE PLACED 34" TO 35" OFF NOSING 1. EXHAUST FAN REQUIREMENTS: BATHROOMS, LAUNDRIES E E DIMENSIONS OF EXISTING STRUCTURES AND THEIR E. WOOD ENTERING CONCRETE OR MASONRY SHALL VALVES(PLUMBED TO OUTSIDE) AT HOT WATER TANKS. AND SPACED 1 -i /2' MINIMUM OFF WALL WITH A 1 -1/2" TO 2" AND POWDER ROOMS SHALL HAVE MINIMUM 50 GFM 0 .2_5 -HALL BE AND MECHANICAL COMPONENTS. THIS OFFICE HAVE 1/2" NET AIRSPACE AT TOP, 5117ES AND END. SEPARATE PERMIT REQUIRED. DIAMETER, E[_ R, SMOOTH GRASP AND A NEW OR RETURN AT W.G. KITCHENS SHALL HAVE MINIMUM 100 CFM O 25 W G, ,: HALL BE NOTIFIED PRIOR TO CONSTRUCTION OF 1. DOUBLE JOISTS UNDER PARALLEL BEARING PARTITIONS W L MOISTURE CONTROL ENDS. . RANGE HOOD FANS. !►ISCREPANGiES, AMBIGUITIES OR OMISSIONS IN THE FLANS. AND UNDER WINDOW CRIPPLES AT CANTILEVERED FLOOR " 2. • RI ! ! Ed DIMENSIONS TAKE PREGII H DENGE OVER S O ONE 1. SHOWERS SHALL HAVE AN APPROVED HARD, SMOOTH 4. FROVIDE b' -8 MINIMUM CLEAR HEADROOM ABOVE 2. EXHAUST DUCT REQUIREMENTS: DUCTS TO SE AND WATER RESISTANT.SURF . E TO A HEIGHT 10" STAIR NOSING. INSULATED TO R-4 IN UNCONDITIONED SPACES, BE E UIPPED ' SCALE, , DETAILS TAKE PRECEDENCE OVER PLAN D. FIRE570P AND NT AFTSTOP TO CUT OFF ALL 5 PROVIDE GUARDRAILS FOR AREAS 30" ABOVE GRADE WITH A BAGKDF2AiT DAMPER, TERMINATE OUTSIDE THE -. ELEVATION Vi9 CONGEALF3L HOR , FLOOR AND VERTICAL T 10. OPENINGS I ERR ABOVE . F DRAIN INLET. „ . OR ADJAGE4T FLOORS, WITH A MINIMUM HEIGHT OF 36" AND BUILDING ENVELOPE AND COMPLY WITH TABLE 3.3 VIAQ 3. ALL WORKMANSHIP, MATERIALS AND INSTALLED B�TYVEf7"t FLOORS, FLOOR TO ATTIC, AT i0' INTERVALS 2. PROVIDE WATERPROOF 1 SOARD OR GLASS MESH PRODUCTS SHALL MEET OR EXCEED THE ACCEPTED HORIZONTAL BEHIND WALL FURRING, AT TOP, BOTTOM AND MORTAR UNITS BEHIND TiLE AT SHOWER SURROUNDS. TILE T FAS T ROUGH. OR RAILS S SPACED 5o THAT A 4" Cove. INDUSTRY STANDARDS AND SHALL, MEET OR EXCEED THE SiSIDES OF STAIRS. SHOWERS WITH A.SITE -SUILT PAN SHALL BE FiLL S AND 6 ENC N N O USABLE SPACE UNDER STAIRS SHALL HAVE NOTE IT 15 RECOMMENDED BY KING COUNTY TO INSTALL A MINIMUM RE:WIREMITITS OF THE U.B.O., ELSE-C., N.E,G.,, E. GUJ -LAM SEAMS SHALL BEAR AJ.T.C. INSPECTION LEAK TESTED FOR 12 HOURS." PROVIDE MIL DEW RESISTANT GE' CAULK AT ALL TILE ACCESSORIES. 518" GEO, TYPE "X" FIRETAFI D ON WALLS AND SOFFITS. CENTRALLY LOCATED WHOLE HOUSE EXHAUST FAN WITH A U?_G., U.M.G., AND ALL CE V OVER NOTES, LOCAL OTES, SPGirfG ECIEIG .WHICH STAN -SP AND AT10NS GRADE INHERE EX BE *ARCHITECTURAL TO VIEW. D TO EGTURAL APPEARANCE' PROVIDE FIREBLOCKING IN CONGEALED SPACES BETWEEN MAXIMUM BONE RATING OF 1. AND SIZED ACEORDiNG TO AND DRAWINGS_ SHAH TAKE EG1 T7EN BATH SAFEeT1' . • STAIR STRINGERS AT TOP AND BOTTOM OF RUN AND TABLE 3 -2 VIAQ AND CONNECTED TO THE AUTOMATIC STAIRS IN LINE WITH RUN OF STAIRS, IF CONTROL TIMER. THIS LWILL FACILITATE FRESH AIR 4. UNLESS A PROFESSIONAL SURVEY ACCOMPANIES THE E. METAL CONNECTORS 1. HINGED SHOWER DOORS SHALL OPEN OUTWARD AND BETWEEN UNDER ALONG A4 PLANS, THE PLOT PLAN WAS DRAM 4 FROM GENERAL SiTE 1. ALL METAL CONNECTORS SHALL BE "51MPSON" OR AN ENCLOSURES SHALL BE FULLY TEMPERED OR LAMINATED THE WALL UNDER THE STAIRS ARE UNFiNiSHED. DISTRIBUTION AND REDUCE THE POSSIBILITY OF MOISTURE LANDMARKS AND 15 NOT TO BE CONSTRUED AS A APPROVED SAFETY GLASS, MINIMUM THICKNESS = 1/5" TEMPERED, 1/4" U, SOLID FUEL. FACTORY BUILT FIREPLACES, LADEN AR BEING DRIVEN INTO THE BUILI7ING. INTERIOR PROFESSIONAL SURVEY. THE CONTRA GTOR SHALL TAKE 2 FRAME NAILING. SHALL COMPLY WITH USG TABLE 29-11- LAMINATED AND MEET UB.G. STANDARDS.. STOVES' AND INSERTS DOORS 5H 1 UNVrxGU f FLOOR. E. 3E E'. t �. i s f FULL RESPONSIBILITY FOR MAINTAINING REQUIRE? ZONING B -1 UNLESS NOTED OTHERWISE ON FRAMING PLANS OR ON 2 FLOOR TI AT SHOWERS AND WE7 AREAS SHALL BE 1. UNITS SHALL BEAR THE STAMP OF AN APPROVED '-' 1 SETBACKS OR SHAD_, AT HIS DISCRETION, REQUEST THE TESTING L AND SHALL BE INSTA1Lf]D IN AG( ORDANGE I UC 3fS1_�. G that i iP PIG T VII @CK es ' 8f OWNER TO PROVIDE A PROFESSIONAL SURVEY TO 5HL'ARWA11- SCHEDULE ALL NAILS SHALL $E COMMON SKID - RESISTANT. x n d f ` • 1 11RE NAILS 3. PROVIDE SECURE BLAGKAG FOR ALL GRAB BARS 1,41114 THE TERMS OF THEIR LISTING AND THE DETERMINE SETBACKS AND /OR OTHER ZONING i subject to G'� �f5 and omissions and 3 �TOVit of 3. USE CUT WASHERS AT BOLTED CONNECTIONS. PER PLAN, CAPABLE OF SUF EER71NG A 3OO# IMPACT LOAD. MANUFACTURERS INSTRUCTIONS. S , CTiONS. GONNEGTORS EXPOSED TO 1- H WEATHER SHALL BE • 2 UNITS SHALL HAVE TIGHT - FITTING GLASS DOORS, r7ESiG " i '1! ° authorize the violation of 5111y 9 THE ALL SECURE ALL NECESSARY GONTRAGTOR SH _ � PERMIT. AND RAcT R 5H AND SHALL NOTIFY THIS OFFICE, GALVANIZED OR HAYS APPROVED.GOATiN6. ROOFING N . TRUSSES R EADILY ACCESSIBLE DAMPER CONTROL, OUTSIDE •: , or ordinance. RacEip+ of con- PRIOR TO CONSTRUCTION, OF ANY REVISIONS OR ADDED SHALL SE FASTENED WITi4 CORROSION - RESISTANT 1. PRE - FABRICATED TRUSSED SHALL BE DESIGNED BY A COMBUSTION F=OR AIR AT FRONT OF FIRE BOX AND A 318" tractor's co 4 of approved p!ans`ack; tow1edged. REQUIREMENTS REQUESTED SY THE BUILDING OFFICIAL FASTEN WASHINGTON STATE UCNS STRUCTURAL E NGINEER AND THICK (MN) NON - COMBUSTIBLE HEARTH EXTENSION WHICH • GODES Y WITHIN HIS/HER JURISDICTION_ Si IN ACCORDANCE WITH THE PE tN REGUIRY]�tk74T5. SUBMIT IS READILY DISTINGUISHABLE FROM SURROUNDING FLOOR. //� 6. THE CONTRACTOR SHALL VERIFY ZE AND LOCATION F, PLYI'VOOD AND DIAPHRAGM NAILING COMPLETE SHOP DRAWINGS WITH ENGINEER'S SEAL FOR. HEARTH EXTENSIONS PER V. 6 BELOW UNIFORM B IW U G GO • ?? �� �'r 0 ` AM EN7 OF ALL REQUIRED OPENINGS IN FLOORS, WALLS AND ROOF 1. ALL. PLYWOOD FOR STRUCTURAL USES SHALL APPROVAL PRIOR TO FABRICATION, TRUSSES MUST BE 3. PROVIDE CHIMNEY CLEARANCES AND SIZE PER U.M.G. WITH SEATT BU ,' d� 45-1 . P :to - - F TH PROPOSED MECHANICAL, PLUMBING AND E„EGTRIGAL CONFORM AND SEAR A GRADING STAMP OF THE AMERICAN STAMPED BY AN AFPROVEDIM ACI ANUFAGTURER OR BY A D W.A:B.0. STANDAR:OS FOR INSTALLATION OF SOLID APPLIGA..i'�i /1 r•..... r "� L ' WORK. PREFABRICATED ITEMS TO BE HANDLED AND PLYWOOD ASSOGIATION(APA) AND NAIL. PL IUBG TABLE 23- QUALITY CONTROL AGENCY Sf.v W H AS WASHINGTON SNOOD FUEL BURNING APPLIANCES. W 'EMI ASHIN TOITA'�TE ENERGY CODE WAG 51-11 ‘ l f� r 1NSTAI LED PER MANUFACTURER'S RECOMMENDATIONS. 11-B-1 UNc7 . TRUSS FABRICATORS COMM.. 4. PROVIDE SEISMIC ANGHORAAE.FOR METAL - _ 2. PROVIDE DIAPHRAGM SHEATHING ANTE NAMUNG AS 2. CONTRACTOR SHALL. VERIFY EXACT SPANS PRIOR TO FIREPLACE CHIMNEYS. CHIMNEYS TO BE ANCHORED AT {� (t �- �OI FOLLOWS UNLESS NOTED ON PLANS: FLOOR SHEATHING FABRICATION.. EACH JOIST WITH (2) 1/2" X 1/5" METAL STRAPS LOOPED LIVE LO S Permit No. P V LC 1 ti SHALL BE T46 3/4" G- D- EXT-APA PLYWOOD W17H EXT. GLUE, 3_ APPROVED HANGERS Mira? BE USED AT ALL AROUND THE OUTSIDE OF THE CHIMNEY AND INSTALLED ' KO -C , _im ` L °' Pi. 32/16, GLUE TO JOISTS AND NAIL WITH 104 0 b" 0/G CONNECTIONS OF RAFTERS, J,'=GKS, OR HIP TRUSSES TO A AND NAILED WITH (h) 84 NAILS PER STRAP TO ROOF OR FLOOR: 40 PSF, ROOF: 25 PSF, ATTiC: 15 PSF, STAIiZS:- - SCOPE OF �;`�?ORK Wii T I. ',. e , ' EDGES, 10d 0 10" O/G FIELD. MAN GIRDER TRUSS. NON- BEARIN6 PARTITIONS BELOW CEILING FRAMING. 100 PSF y OVAL_. • TUKWILA BUILDING 0; ti ROOF SHEATHING SHALL BE 15/32' G D- IN7-ArA " FL YWOOD TRUSSES SHALL BE SEPARATE FROM TR.U55 W1m S!MPSON V. MASONRY FIREPLACES AND CHIMNEYS DECKS: 40 PSF, BALCONIES 60 PSF.GUARDRAILS: 20* PLF F,` PRE tMLL REWIRE L A EA WITH EXTERIOR. GLUE, P:. 24/O, NAIL Sd b" O/G EDDIES, 84 STG FASTENERS. 1. ' - CHIMNEY SHALL NOT SUPPORT ANY STRUCTURAL WEIGHT AT TOP OF RAIL ., EA; !W 1.4X AL'i)1; : _ PL.,'" -. i = -. 9 12" 0/0 FIELD 4. TRUSSES SHALL BE HANDLED AND INSTALLED IN OTHER - THAN iTS OWN UNLESS DESIGNED. SEISMIC ZONE: 3. BASIC WIND SF: IABI.I URF !A ACCORDANCE WITH MANUFACTURER'S SPEGIFiCAT1ON5• 2 P ACCESSIBLE DAMP)3Z CONTROL AND NNO) SEPARATE PERMIT I G . V ENTILATION AND OUTSIDECOMSUSTION AIR. REQUIRED FOR GENERAL CONSTRUCTION NOTES O. SKYLIGHTS ' �t 3. MAXIMUM TEMPERATURES, FLUE LINING, FLUE SIZING, SOIL • 9. VH4TTIATE CRAWL SPA( AND OVERHANGING. T LS5 1_ GLAZING SHALL SE INSUL AEE D, TEMPERED GLASS(TOP), TERMINATION HEIGHT AND G CLEARANCES TQ OMBUSTiBL.ES air CHA ICAL I FLOORS WITH FOR R E iF -I 150 SG GS NO UN FLOOR SS TT IAN 1 Si - E CONDITIONS AND SITE WORK LAMINATED GLASS(BOTTOM) AD 1/32" THICK MINIMUM. SHALL COMPLY FJTH LJ C. TABLE 31-13 AND S1- • BEARING CAPACITY ASSUMED AT 200 PS '' r y,, SOIL CONDITIONS ENG F FREE I FOR E.P_ FT. OF UN PROVIDE A MINIMUM 4" CEEB, FLASHED AND COUNTER 4. SEISMIC ANCHORAGE SHALL BE PR.OVIDI=D FOR PLANS OR A SOILS REPORT BY A QU IF12 -= to ►IFP L�t�Ia�' S fi FROM HE M THE SOIL BEARING ID UPON APAUTY OUTUN13a T U NED T10N AREA. EA ALONG THE LE DHE LE GT OPEEN 150 SQ NINGS APPROXIMATELY EQUAL H OF AT LEAST TWO OPPOSITE SIDES FLASHED FLASHED AT TOP AND BOTTO!4 N ) AND STEP FLASH SIDES MASONRY CHIMNEYS AT XTERIOR,WAL,LS PER USG ENGINEER. �]� e� C P�:kTT(' Fk NDER "DESIGN LOADS ', OR IF EXCESSIVE GROUND WATER AND COVER WITH 1/4' CORROSION RESISTANT WIRE MESH THE UNIT SHALL HAVE A CONL3 GUTTER AT THE 3102,4.3_ .* �: . • EARTH PRESSURE ASSUMED AT 60 PCF �' • FOOTINGS SHALL LOWER END. INSTALL_ PER I•!A`JEJFAGTURE'R'S INSTRUCTIONS, 5. CLEARANCE TO COMBUSTIBLE' MATERIAL. .2" FROM PRESSURE FOR BASEMENT WALLS AND 30 PIPING 5 PRESENT, CONTACT SHALL LL THIS OFF EXTEND TO CE BE ELOW THE PRO HE FROO 6 ST C -iNS AT GRAiNL SPACE OPENINGS. LOWER AND FLARE WELL TC a '� < -IN& FFR PLANS, FIREPLACE SMOKE CHAMBER AND CHIMNEY WAILS. 8 CANTILEVER RETAINING WALLS, 2, VENTIL:A.TE ATTIC SPACES WITH CROSS VEdTI ATLON s FROM FIF I7 tJt•tBU5 C ITY ®F TUI� iII< A E' ND SHALL BEAR ON UNDISTURBED, NATIVE SOIL. . EQUAL TO t/11 DP THE ATTIC AREAR4ET FREE). EXCEPT a' WITH 12" c : . E : LA EN; s SHA tVJ A!OT - ,iUS1 M 4 ATt i'f 145 - DO NOT SAGKFiLL UNTIL WALLS HAVE 4 THE AREA MAY BE 1/300TH, PROVIDED AT LEAST 50% OF F. EMERGENCY •EGr c- . : - CNc.:',RETE BUILDING L ®TEND Dt'JtSIOI� TEFAL • PEGUATELY BRACED OR HAVE S SN DE5IC -NEE TO R1=5IST THE REQUIRED VENT AREA e 3 FY. AB OVE EAVES MN 50% 1. EVERY SLEEPING ,ZJOM>`r BASEMENT SHALL HAVE PER INCH OF CLEARANCE , RGM OPS N6. EARTH PRESSURE BAGKFILL MAT132fA1 SHALL LL AN EXIT DOOR 70 THE R p MINIMUM OF ONE b. HEARTH FXfENSfON SHALL BE 4" MINIMUM THICK NON- ry OF THE REQUiRI� Y19•LT AREA, IN THE EAVES. OR O , COMBUSTIBLE XTENSI N HEARTH 4" M I N IMUM ' SHALL M COMPRESSIVE STRENGTH: 2500 0 51 AT 25 D • " LEAN, PlRMPAE3L E AND FRIG OF ORbAd L14 MAT13 GALS. 3, PROVIDE AN ACCESSIBLE ATTIC ACCESS PANEL, 22" X WINDOW WHICH MEETS THE F ,OWING REQUIREMENTS: NNO). ' • - • 30" MINIMUM WiTH A CLE=AR HEIGHT OF 3O ", INSULATE AND " FORM THE FRONT OF AND " BEYOND THE MAXIMUM SILT. HEIGHT O 4 4 NET CLEAR OPENING AREA EXTEND 16 8 5 1/2 SACK CEMENT PER GU/YID, MAX. 6 GAL,. W PER ATER WEATHER -STRIP, OF 5.1 SQ. FT., MINIMUM GL.ErkL • HEIGHT OF 24 ", MINIMUM SIDES OF THE FIREPLACE OPENING. IF THE OPENING IS • SACK. MAXIMUM SLUMP 4 ", MAXIMUM • 4. FROV1OE 18" X 24" CRAWL SPACE ACCESS TO UNDER CUAR WIDTH OF 20" AND 5. . BE OPERABLE FORM THE GREATER THAN 6 5Q. FT., THE HEARTH EXTENSION SHALL AGGREGATE SiZE FLOOR AREAS. INSIDE WITHOUT SPECIAL -TO[ S OR KNOWLEDGE,. FXTi7JD 20° IN FRONT OF A 1 2" BEYONDriE SI OF 1 -1/2" i _ _ THE OPENING. HEARTH EX E ISIONS SHALL BE READILY • L N ! ∎ c• DISTINGUISHABLE FROM SURROUNDING FLOOR. RETAINING WALL: 2500 051 AT 25 DAYS, 5 1/2 SACK O. SMOKE D 'ETECTOR� I. SMOKE DETECTORS •SHALE 3E PROVIDED IN EACH _ EXTERIOR WALKS AND SLABS TO BE A11Niki il�E��5 ) CEMENT PER H. SAFcTY DEALING SLEEPING R AND SHALL INSTALLED PER c car_w NOTES r9�? taa-t wvEC , • % . E. TEMPERED SAFETY GLASS SHALL BE iNSTALED IN ` IN. F_N� RC-- , NO . �S r I CONCRETE 1. T HAZARDOUS LOCATIONS, INCLUDING AREAS THAT ARE REINFORCING STEEL MANUFAGTUREZ's R1�Gra?MMEN .� toNS HOUN'!cv 0' THE CITY wivi A ,_ CENTER ALL POST FOOTINGS UNLESS NOTED AND CEILING WALL CENTRALLY LOCATED IN THE CORRIDOR 1 FXiERIOR JOINTS AROUND WINDOW AND DOER - r IDE 1" PLINTHS AT SLABS OR 8" PLINTHS AT EXFOSEP SUBJECT TO HUMAN IMPACT, GLAZING G I D FS, GLAZING GIVING ACCESS T ,.FIDE SEPARATE SLEEPING FRAMES. OPENINGS BETWEEN WALLS AND FOUNDATIONS, 'AP 'Y I " WITHIN A 24" ARG OF CLOSED DOOR, GLAZED AREAS > `! , BETWEEN WALLS AND ROOF, AND BETWEEN WALL PANELS; ASTM A -615 GRADE 40 • - TH (b" IF POST 15 PRESSURE TREATED). PROVIDE b AREA. IN STRUCTURES WITH MORE THAN ONE STORYR OPENINGS AT PENN= TRATIONS OF UTILITY SERVICES t SQ_ iT. WHEN LE55 THAN 18" ABOVE FLOOR OR WALKING I'1 L A FROM FILL. PLATES TO FINISHED GRADE. DAMP-PROOF WITH A BASEMENT, A SMOKE rETEGTOR SHALL BE THROUGH WALLS, ROOF AND FLOORS: AND OTHER SUCH FRAMING LUMBER 2 SURFACE AD AG D_+G IN U B. 2406 5APETf } =A ULE1 NT FOUNDATION WALLS WITH 2 COATS ASPHALTIC G LAZING iS REQUIRED TO SE PERMANENTLY MARKED PER INSTALLED O E ACH STORY A41.7 IN THE BASEMENT. IN OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS (UNLESS OTHERWISE NOTED ON PLA � i �U ` LESION U N.O. SPLIT 1L1/FL STRUCTURES, f'1"m/IDE SMOKE DETECTORS ON USG 24C?6.2 PANELS INTO UNHEATED SPACES, SHALL BE SEALED, As 1' C :1 /f� n • UPPER LEVEL, UNLESS SLEEPING ROOMS ARE LOGATF.D ON , REINFORCING LOWER LE=VEL, THEN SMOKE J ARE REQUIRED ON • CAULKED, 6ASKETED OR WEATHER- STRIPPED TO LIMIT AIR ` PLATES AND SILLS µ , 1i , I. ELECTRIC; L BOT}T • 1J =VEILS. ALL SHORE L SHALL SE AUDIBLE LEAKAGE. WEATHERSTRIP EXTERIOR DOORS AND DOORS GONG) INSTALL REINFO PER A.G.t. STANDARD PRACTICE. 1. F1 POTRICAL CONTRACTOR SHALL EVALUATE A NN" ADJOINING UNHEATED SPADES. EXTERIOR OPENINGS STUDS HF STUD GRADE" • -PUCE CORNER AND CONTINUOUS CONTINUOUS BARS WITH A MIN. OF SO N IN SLEEPING ROOMS. EXPOSE TO WEATHER SHALL 55 FLASHED IN SUCH A JOISTS AND RAFTERS HE *2 =AR U DIAMETERS. MINIMUM BAR CONE COVER: EXPOSURE DETERMINE ADEQUACY OF FJi5T.,LG AND PROPOSED 2 SMOKE DETECTOR INN W CONSTRUCTION SHALL SE ELECTRICAL SERVICE AND PROVIDE REQUIRED ORGUITr DIRECT WIRED TO BUILDING . JM'EEIZ W{THOUT A DISCONNECT MANNER AS TO MAKE THEM WEATHERPROOF. ALL POSTS AND HEADERS DP *2 0 WEATHER 2 ", TO EARN L 9 ", TO OTHER 1". AND AMPERAGE PER N.E. , STATE AND LOCAL ENERGY SWITCH OTHER THAN FOR QV - RGURRENT PROTECTION AND FLASHING, GOUNTERFLASHING AND COPING, WHEN OF BEAMS OF *1 ' EMBED ANCHOR BOLTS A MINIMUM OF 7" U.N.O„ P1AGE CODES AND MANUFACTURER'S SPECIFICATIONS FOR • METAL, SHALL BE NOT < 25 GA CORROSION RESISTANT GU1 -TAM BEAMS (SIMPLE SPAN) 24F -V3 " THIN 12" OF ENDS. MUST HAVE BATTERY BACK -fiP. ALL OTHERS MAY BE PROPOSED PRODUCTS, APPLIANCES S A E QUIPMENT. BATTERY OPERATED. METAL. GW -LAM BEAMS(CANTILEVER) 24F -V8 NEW FOOTINGS SHALL NOT IGNFII" SEPARATE PERMIT REQUIRED. - 2. PROVIDE VAPOR BARRIERS AT HEATED SIDE OF DECK JOISTS P.T. HF *2 RECEIVED OARS ON NFJ^E OR EXISTING BASEMENT OR OR RETAINING INSULATED ASSEMBLIES EXCEPT AT INSULATED WALLS WITH DECK BEAMS P.T. HF *1 CITY OF TUKWILA • .2. MECHANICAL R. SECURITY 'ALP: WALL BOARD AND AT SHOWER CEILINGS. • BOLT 1. PROVIDE SECURITY AT TRANCE AND GARAGE 3. PROVIDE 6 MIL, BLACK, POLYETHYLENE GROUND METAL CONNECTORS ' 1. WARM AIR EURNAC OR GAS H.W. SHALL NOT SE • COVER AT CRAWL SPACES. LAP 12" MINIMUM AND LAP UP /, LUMBER AND FRAMING ';',THR.OW DEAD BOLT INSTALLED rn UNDER STAIRS AND SHALL HAVE PROPER DOORS WITH A MINIMUM 1 /2 1. FRAMING LUMBER: K.D. TO 19% MOISTURE C LOGICS OPERABLE MVI7HOUT CONTENT, VENTS AND DIRECT OUTSIDE COMBUSTION AIR. , SPECIAL KNOWLEDGE OR FOUNDATION WALLS TO A HEIGHT OF ADJACENT EXTERIOR "51MPSON" BRAND OR AN IGBO EQUIVALENT TOOLS_ E OBSFRVATIGN PORT 54 " -66" OFF FLOOR GRADE. PERMIT CENTER GRADr�: PER S. GP RIJi FA PER W.GL I B. OR • 2. GAS APPLIANCES IN GARAGE SHALL BE ON A 18" HIGH 2 PROVID MASONRY AS APPLICABLE. GRADE AND SPECIES PER PLATFORM. 4. INSULATE FLOORS, MALLS AND ROOF PER FLAN. • FRAMING PLANS, GENERAL NOTES AND "DESIGN LOAD 3. AIR DUCTS PENETRATING GARAGE TO HOUSE AT UNGLAZED ENTRY DOORS. 5. FACED INSULATION TO BE FACE STAPLED. 3. PROVIDE SECURITY FOR WINDOWS < 10' FROM FINISHES?. 6. INSULATE HOT AIR DUCTS IN NON - HEATED' SPACES MORTAR: TYPE 5, 1 PG, 1/2_ LIME PUTTY, 4 SAND. STEEL: HART'. SEPARATION SHALL A 26 GAUGE MINIMUM OR SHALL GRADE. • PER TABLE 4-16 (R -4). SILL PLATES, DECK SUS - STRUCTURES, POSTS AND HAVE AppRO�1E1 - i DAMPERS. 1. INSULATE 24" OF PERIMETER OF SNOBS AT HEATED GR: 40 =FAME EXPOSED TO WEATHER AND ANY SNOOP IN CONTACT 4_ DUCTING SHALL MEET U.M.G. STANDARDS MD / TH CONCRETE SHALL SE PRESSURE TREATED WLTH AN 5Y5'TEM5 ARE TO BE BALANCED. CONTRACTOR SHALL S . GARAGE: SEPERATiDN ROOMS WITH R -1 RIGID INSULATION. . • - PROVED PRESERVATIVE. COLUMNS AND POSTS SHALL PROVIDE MECHANICAL DUCTING DIAGRAMS /SHOP 1. GARAGE/DWELLING SE. °RATION SHALL CONSIST OF • 5_ INSULATE HOT MATER PIPES PER TABLE 4 -17. ! =E FRAMED TO TRUE END $FARING WITH ADEQUATE DRAWINGS, EQUIPMENT SIZING, HEAT L055 CALCULATIONS FiRETA.PED 5/5" GINS, TYPE "X" APPLIED TO ALL GARAGE 9, PROVIDE 2.5 G.P.M. FLOW RESTRICTORS AT DAZE q • • GHORS AT TOP AND BOTTOM TO AVOID UPLIFT AND AND MANUFACTURER'S DATA ON EQUIPMENT EFFICIENCY SURFACES ADJOINING DWELiLINGS LIVING, ATTIC AND SHOWERS. " I d' I 1EISPLACEME NT. PROVIDE LATERAL SUPPORT FOR BEAMS, FOR ARCHITECTS REVIEW. CRAW!_ SPACES U.N.O. . 10. WATER HEATERS SHALL MEET 1981 NAEOA. - r • ERS AND JOISTS PER. USG 2306.7. PROVIDE 5. BATHROOMS, LAUNDRY ROOMS, KITCHENS AND SPA • 2. GARAGE CEILING WITH LIVING SPACE ABOVE USING 11. ELECTRIC HW TANKS IN NON - HEATED SPACES SHALL -s"1 XH 1 � J � ' . PORARY BRACING AS REQUIRED UNTIL ALL PERMANENT ROOMS SHALL HAVE MECHANICAL EXHAUST N RIGID $CL OR = SHALL USE 2 LAYER✓ 1/2" 61 TYPE ".K", I BE PLACED ON A NON - COMPRESSIBLE SURFACE AND THE lo"°- ' j 1 t J •NNECTIONS AND STIFFENERS ARE INSTALLED. DUCTING TO EXTERIOR, WITH A SAGKDRAFT DAMPER, 3. STRUCTURAL SUPPORTS FOR DWELLiN4G SPACES, FLOOR INSULATED TO R -1O. PROVIDE A MINIMUM JOIST BEARING OF 1 1/2" ON • CAPABLE OF 5 AIR CHANGES PER HOUR. SEE ENE RcSY WHEN IN THE GARAGE SHALL ALSO SE I RAPPED( 12. HVAG EQUIPMENT SHALL BE SIZED TO A MINIMUM OF . i OD, 3" ON GONORETE. AND INDOOR QUALITY NOTES FOR FAN VOLUME E AND INGUJDING WALLS, POSTS, BEAMS AND JOISTS IF 100% AND MAXIMUM OF 150% OF THE DESIGN LOAD BONE RATING. SEPARATE PERMIT REQUIRED. SUPPORTING FLOOR ABOVE. (UNo) INSTALLING CONTRACTOR SHALL PROVIDE SiZING SHEET 4_ AIR DUCTS PENETRATING THE SEPERATION SHALL BE • • AND HEAT LOSS GALES. NON 10 4.3 26 GAUGE OR HAVE AN APPROVED DAMPER. 3. SHALL TYPE 1G Oil 1 5. DOORS FR GARAGE TO DWFLU SHALL BE 1- INSIDE AI RECESS R -TIGHT LIGHTING AS SHA(1/2" BE GWB BOX). • 3/8" SO LID GORE, T IGHT FITTING AND SELF CLOSING.] 1 EXTEND WIND BAFFLES SEMBLY TO A POINT 12" VER11OALLY ./......„0 al . ri ABOVE THE TOP OF INSULATION. • I \ _ 0 q f _ , \.. . ., , • * e 3 4 4 .N - . t 1 - TABLE 23114.1 , 1_7 UNWORN BUILDING GmE AB13REVIATION9/6ENERAi- CONSTRUCTION - TABLE 23-8-84-44 AILING SCHEDULE 4. A.B. ANCHOR BOLT INCL. iNcL11DE � wuaar� CCINNECTION rev. AHON INT DtT JOR L loin to al a git town 3 � ALT ALTERNATE LAM LAMINATED to601101111 ewer end Nil _ BOARD UN L1Na4 2 &idgmg to joist, 13LI L. 6OC.K1h16 XI MAX MAXIMUM 3. 1' x 6' (25 n sm x 152 mm) sttbdoor a ileas to meb joist, face east 2-8d . BM BEAM MB, MACHINE BOLT 4. Widet taco 1' x 6' (23 Ma x 132 acs) aabtloor w eeatc jostle, face wi - 3441 - CANT. CANTILEVER. MIN MINIMUM 5. Y (51 mm) subdoor to )oat a girder. blind and face nail i 2461 CB. CARRIAGE BOLT INC. INCLUDE - 6. Sole plate to joist a blocking, typical race wail . GDR f� 'Sf. 16d a l6' (406 cue) o.c. • R GEDAR HOT TO Al1` Sole plate to pi* or blocking, at braced wail pads 3-16d per 16' (406 mm) • G..:. CEILING .joivr O.A. 7. Top piste to stud, end nail 2 -t6d C.L. CENTERLINE O.G. ON CZNIER 8. Stud to sok plate 4.8d, toenail or 2.16d, cod aatl • • GLR CLEAR Off. OVERHANG .- 9. Double studs, face nail . - - . 16d at 24' (610 mm) o.e. COM COMMON 058 ORifaiTt7 STRAND BOARD 10. Doubled top plates, typical hoe nail C, 1641 at 16' (406 Went) o c , - COMP OMPO5lTfON P.5.0. PROVIDED BY OININER Doubk top plates, lap splice &1641 GOVT CONTINUOUS P T. � RE TREATED U Blocking between joists or rafters to top piste„ toenail 3.841 ' 12 Rim joist to top plate. toenail t 8d u 6' (152 mac) o.c. d FENNY PYY (PLYWOOD 2 D B. DEADBOLT R RISER - 16d 13. Top plates, laps and interintersections. io, face sail - DB L DOU13 L.E REi.OG RELOCATE 14. Continuous header, two pieces .1 • 16d at 16' (406 true) o.c. along each edge - DIAM DIAMETER 2 RE D REQUIRED 15. Ceiling joists to plate, toenail 3 -841 E.E. EACH 5 Ri5 ROD AND HELP 16. Continuous header to stud, toenail 4-8d 1 • E.S. . EACH SIDE R.O. ROUGH OPENINGS 17. Ceiling joists, laps over partitions, face nail 3-16d E.W W - EACH AY R.S. ROU61- A l 5NIri • 18. Ceiling joists to parallel niters, face nall 3-16d • EX E. 15T1NG 5.G. 5OUD GORE 19. Rafter to piste, toenail 3 E) • EXPOSE(? SHT SHEET . i . 20. i' (25 mm) brace to each stud and plate, lace nail 2-8d EXT - EXTERIOR 5H SH P-LF" 21. 1' x 8' (25 mm x 203 mm) sheathing of Ins to each bearing, lace nail 2-841 • FIN FiN15H SKY 511 fLJbHT - P.G. FIBERGLASS 5L06 t 5L1DIN6 - - 22. wider than 1" x 8' (25 mm X 203 mm) sheathing to each tearing, face nail 3.8d - F... FLOOR .JOIST Set SHEARNALL 23. Built - up corner studs 16d at 24' (610 mm) o.c . + F.F.L. FINISHED FLOOR LINE T - TREAD 24. Built -up girder and beams Z0d at 3Y (813 mm) o.c. 4: top and bottom and staggered 2 -20d at ends and at each splice FO5 FACE OP STUD T• -('►) ' TIE DO *4 ( *) 25. 2' (51 nun) planks 2 - 16d at each bearing - FP FIREPLACE T. B. TOWEL_ BAR 26. Wood structural panels and partickboard: . Subfloor and wall sheathing (to framing): `- • FTC FOOTING T.PL. TOP PLATE t/ (12.7 mm) and Jess 6413 t GLB GW -LAM BEAM 'TYP - TYI�IGAL 19/ - 3/4 (15 mm - I9 mm) , 8d or 6d ! 8d • GL GLA55 /GLAZINU TtG TONGtJF AND GR001/E / 111 /� (29 tnm 32 mm) 1041 or 8ds GR GRADE UNPIN. UNFiNl51 •6W15 GYPSUM WALLBOARD U.N.O. UNLESS NOTED OTHERW15E Combination subfloor -underlayment (to framing): ' HD HOEDOWN V.B. VAPOR BARRIER 3/4 ( mm) and less I. t HDR HEADER V.G. YERTfGAL GRAIN /g " -1' (22 mm -25 mm) 841 • I HR HANDRAIL NO WOOD 1 /g'4 t /4" (29 mm -32 mm) 10d or 8ds T HEIGHT W.I. WROUGHT IRON 27. Pan e1 siding (to framing) • 6 HG _ 1/Z (127 mm) or less � • H L HEAT LAMP 1N F. WATER PROOF 5 /8" (16 mm) 8416 • • H HOT WATER • 28. Fiberboard sheathing:? I I 1 (12.7 tn 7 m) i 4o. 11 ga. . t Ito. t6 ga." I r 25 /3e (20 mm ) No. 11 ga.= I - - 8d • No . 16 go" : - • 29. Interior paneling ' ` 4dt0 till . t /4" (6.4 mm) - • . - . • • 3 /g" (9.5 men) . 6du tCommon • or box nails may be used except where otherwise stated . 2 Nails spaced at 6 inches (152 mm) on center at edges, 12 inches (3 mm) at Intermediate ; spans q ports except 6 Inches (152 mm) at all supports where spa are i • 48 inches (1219 mm) or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Sections 2315.33 and 2315.4. Nails - f wall sheathing m be common, box or casing. • • 3 Common or d eformed shank. : 3 l 4Common. , • • • • 3 Deformed shank. *Corrosion- resistant siding or casing nails conforming to the requirements of Section 2304 - 7 Fasteners spaced 3 inches (76 mm) on center at exterior edges and 6 inches (152 mm) on center at intermediate supports. 8 Corrosion - resistant roofing nails with 7 /16 - inch - diameter (11 mm) head and l th -inch (38 mm) length for 1 /2 -inch (12.7 mm) sheathing and 1 -its (44 mm) . length for 25 /32 - inch (20 mm) sheathin conforming to the requirements of Section 2304.31 ' . 9 Corrosion- resistant staples with nomina /16 -inch (11 mm) crown and 1 /8 -inch (29 mm) length for 1 /2 -inch (12.7 mm) sheathing and 1 t /=-inch (38 mm) length for 25 /32 -inch (20 mm) sheathing conforming to the requirements of Section 23043. ABBREVI ATIONS/EL.EGTRICALAviEGH, NICAL/ t supports at 16 inches (406 mm) [20 inches (508 mm) if strength axis in the long direction of the panel, unless otherwise marked]. Cuing e- finish nails spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports. t - LIGHTING 11 Pancl supports at 24 inches (610 mm). Casing or finish nails spaced 6 inches (152 mm) on panel edges. 12 inches (305 mm) at intermedlat• supports. - r M Ft Fr.TRIG SERVICE METER 6FIC GROUND FAULT INTERRUPT CIRCUIT . E5P ELECTRIC SERVICE PANEL 50 SMOKE DETECTOR U.6. UNDERGROUND W.S.L WATER SERVICE LINE t • �( ; SWALL. . 1": H eLecTRIG WA. HEATER. H.S. HO5 BIBB 3 } f 4 EBS ELP.GTRIG BASEBOARD G.O. GLEAN OUT L.P.O. LOCATE PER OWNER G.A.R. GOLD AIR RETURN VTO VENT TO OUTSIDE - GFM CUSIG FEET PER MINUTE t ;:U CIS PE r"�� • Dr ATE • • . �..... - MECHANICAL/ SYMBOLS • �� L ELECTRICAL/ MEGHA GAL • I 4iP SWITCH ELECTRIC PANEL SURFACE LIGHT : • V - RE 3 NAY SWITCH .r_ -L. E1FG'1RIG METER WALL MNT LIGHT • OF TUKW ILA #;:' DIMMER 5rifTGH 15D SMOKE DETECTOR ' RECE55ED LIGHT HT 4%;( TIMER SWITCH E)WAUST FAN '-( )"' CHANDELIER MIT I� ". DUPLEX Olin-ET I"�"' CABLE JACK l' �. � FLUORI-GENT CENTER 4 . i . HALF SWITCHED al pOOR5 ELL/CM IME ' U 1 TRACK HT . • SPEC. APPLIANCE PHONE JACK PULL CHAIN L16HT TL r \ Lyz ® aE FLOOR OU 222 ET 'r THERMOSTAT C if +'' 7 6A3 METER - 0v OUTLET HEAT REGISTER FLOOR DRAIN � � z ee' WATERPRF OUTLET ELEC. BABE It3D "�" HOSE BIBB ' r/ , t .. 1 6,.r , yl FIG OUTLET • • SHEET 5 L.. . ! ' • /14 3 • ib . J • 1 0 a $ I . i general notes foundation wall section stair and rail details structural notes zavales designs REED & ASSOCIATES, PS Ciro a stn,aura+ E r+gir�eenng General Structural Notes ; 8311 -212 + St SW E& oiwas WA I 9f�O26 coke (425)778 -2793 Fax 425)775-2(73 i PROJECT JOB# DATE f2 W PER PLAN N P lan 1263 �ZOA� 02 -327 I 5/21/2002 E N X16' MIN) '� 0 6 CODE: ALL CONSTRUCTION SHALL CONFORM TO THE UNIFORM BUILDING CODE (IBC), 1997 EDITION. 2x MIN. PIA ! : ! r--- Q DESIGN LOADS: ROOF 15 PSF DEAD LOAD N 25 PSF LIVE LOAD . • _ _ • ,S FLOOR 10 PSF DEAD LOAD ........ - c` x 40 PSF LIVE LOAD _ ! 0 WIND SPEED 80 MPH HEADER PER .. : I 0 WIND EXPOSURE B I SEISMIC ZONE NAIL SHEATHING - .� w 3 LLl? N TO HEADER ® SOILS 2000 PSF DESIGN BEARING 3 O.C. BOTH WA I ap 3 INSPECTIONS: NO SPECIAL INSPECTIONS ARE REQURED. NOTIFY BUILDING DEPARTMENT FOR 8d NAILS 3' O.C. - t f� 'r BUILDING DEPARMENT INSPECTIONS AS REQUIRED BY LOCAL ORDINANCE. ALL PLATES, . . HEADERS. `'' N to c' 4 FOUNDATIONS: EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY & STUD S'-0" , , I (ASSUMED). BOTTOM OF EXTERIOR FOOTINGS SHALL BE 1'6" MIN. BELOW OUTSIDE FINISHED "' COMPACTED FILL: SHOULD APA RATED SHEATHING MAX. _ U L S OULD CONSIST OF PREDOMINANTLY WELL-GRADED, GRANULAR SOIL, FREE ' /,e" MIN. (24/0) eXP. 2. j „_ OF ORGANIC MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8" LOOSE LIFTS AND HDC10 /22 SDS2.5 WI • I W U ao 0 COMPACTED TO A MINMUM OF 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE (24) - Y.' x 2 - Y2' SDS SCREWS • lk CONTENT DETERMINED BY ASTM D -1557 TEST PROCEDURES. SSTB28 ANCHOR WI [ • • 24- % MIN EMBED . L CONCRETE: fc = 2500 PSI MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A IIIV MAXIMUM OF 6.0 GALLONS OF WATER PER 94 LB. SACK OF CEMENT. MAXIMUM SLUMP IS 4 ". (3) - 2X PLATES Ill I NAP. SEGREGATION OF MATERIALS TO BE PREVENTED. NAIL SHEATHING TO EACH PLATE REINFORCING STEEL: #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS, AND #3 AND #4 = IN ACCORDANCE WITH ASTM A-615. WELDED WIRE FABRIC SHALL FDN PER PLAN BARS SHALL BE GRADE 40, EXTEND DOWN AS REQ'D r =IC '...lc I . CONFORM TO ASTM A - 185 AND SHALL BE 6X6 – W1.4 X W1.4 LAP ONE FULL MESH AT SPLICES. r I TO RECEIVE ANCHOR EMBED` '� I MUSSES: / ROOF SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I AND THE IBC. �: 1 1 Ll N TIMBER: BEAMS AND POSTS (4X AND GREATER) DF -L #1 OR BETTER 5 4" 0 x 12" A B • o f ,, a � STUDS HF #2 /STUD • ,� 441 A OTHER LUMBER HF #2 OR BETTER I f� Qi 2X W TIMBER KILN DRIED. GRADES SHALL CONFORM TO "WPA GRADING RULES FOR WESTERN i :� � LUMB, LATEST EDITION." WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. �j � » O�<c MISCELLANEOUS CONNECTIONS TO BE SIMPSON STRONG-TIE OR APPROVED EQUAL. NAILS SHALL �':, -. - t ,�,v� BE COMMON WIRE NAILS. O SHEAR WALL FRAMING: EXTERIOR WALLS TO BE SHEATHED WITH 7/16" OSB, BLOCK SOLID. NAIL TO C+I� MINIMUM LATERAL RESTRAINT PANEL EXPIRES 5 (� V 2X STUDS @ 16" O.C. WITH 8d @ 6" O.C. ALL EDGES AND 8d 12" O.C. INT. BEARINGS, U.N.O. Scale: 1/2" = 1' -0" ROOF DIAPHRAGM: APPLY 1 /2" CDX PLYWOOD (32/16) OR 7/16" OSB ON ROOF, NAIL WITH 8d @ 6" O.C. ` AT SUPPORTED EDGES AND 8d @ 12" O.C. AT INTERIOR SUPPORTS, BLOCKING NOT REQUIRED. I FLOOR DIAPHRAGM: APPLY 3/4" T&G STURD -I -FLOOR (24 O.C.) GLUED AND NAILED TO FLOOR I FRAMING MEMBERS WITH 10d COMMON WIRE NAILS AT 6" O.C. AT ALL SUPPORTED EDGES AND 10d COMMON WIRE NAILS @ 12" O.C. AT INTERIOR SUPPORTS. 0 0I1F 0 ' __ :- MISCELLANEOUS: THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. I j THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT I CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE- • FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. SHEARWALL PER PLAN C N TIGHT FIT SOLID BLK'G I c o CIS rn REED & ASSOCIATES, PS HOLDDOWN SCHEDULE (Simpson u.n.o.) Date: 5/21/2002 , BOUNDARY NAILS PER PLAN �+� a) Gw, a 12I l4n1 7 Eng,nN�my i e oma. a, • z, 2* s� 5-7 aw » e a�+a. rw Noss I 3 Fn (425 T7S -207] ' see note: (1, 3, 4) R&A #: 02 -327 I T SHEAR WALL & HOLDDOWN NOTE: HOLDDOWN / FRM'G ANCHORAGE HOLDDOWN i I ROOF SHEA HANG PER PLAN MARK l .. I 1) Locate holddown at each end of shearwall STRAP 2 STUDS MIN U.N.O. ANCHOR BOLTS n _ J COMMENTS 2) Cripple wall and Gable End const same as SW above or (24)- SDS 114" x 2 -1/2 " SSTB28 w/ I • — T -1 HDC10/22- SDS2.5 " i I (v below, respectively screws 24-7/8" min embed 3) Extend foundation down as req'd to receive holddown (24)- SDS 1/4" x 3" SST928 WI 7 j''+ �[ TUKWILA CD T -2 PHDB -SDS3 C - - , anchor embedment screws 24 -7/8" min embed) �1 1 , r L . � � �, _I Q 4) Threaded rod and coupler as req'd STHD10 i w 5) [8d= 0.131 "0x2W1 [10d= 0.148 "0x3 "] [16d= 0.162 "0x3%2 "] an T -3 STHD1OR.i (28)- 16d sinkers N/A 1/2" min fdn end distance / �� I eji - - JU1 -6 L10Z il, i 6) Roof: H1 Clip @ ea truss or A34 24 " o.c. to gables; u.n.o. equal # of nails to each Floor: A35 or A35F @ 24" o.c. as rim /plate u.n.o T-4 MSTC40 (36)- 1sd sinkers N/A connected element zrJ O 0 7) Min (2)- 2x studs (amid w/ (2)- 16d a 6" o.c. at abutting Lij L11 ,1 Z panel edges I r= ROOF FRAMING PER PLAN ..•4 ;•. _` L 8) Use 10d commons when panels are applied over G.W.B.; not ( 2X LEDGER W/ H 0 allowed w/ 19/32" sht'g I U Z 9) Sheet nailing SHALL NOT penetrate past flush with surface (2)- 16d EA STUD w O ) Install anchor bolts within 12" and no closer than 7" of ea W ROOF SHEAR TRANSFER I a a plate break and holddown anchors z LO OO i _ S2, Scale: 3/4" = 1' -0" DATE /REVISIONS 1 SHEAR WALL SCHEDULE 5/J of Date: 5/21/2002 R&A #: 02 -327 I *see note: (2, 5, 6, 8, 9, 10) USING COMMON NAILS '(5) SHEAR TRANFER '(6) 2 SHEATHING - APPLIED T O EDGE NAILING I^ RIM JOIST & SILL PLATE ANCHORS w/ I MARK 2x HF STUDS as 16 "o.c. (field nailing a 12" o.c. u.n.o.) BASE P TOP PLATE 2" x 2" x 3/16" WASHERS NAILING CHKED BY: DRAWN BY: U.N.O. BELOW BLOCKED CONNECTION 'see note (10) RW-1 7/16" OSB 8d @ 6" o.c. 16d a 8" o.c. A35 @ 24" o.c. 5/8" dia @ 48" o.c. CORRECT ON CITY OFT w� SW -2 7116 OSB *note 7 8d A35 @ 1s" o.c. N/A 3" o.c. 16d @ 4 o.C. LTR# _....._ MAY 2 2 2002 off,- 3Z7 .. SW-3 7/16" OSB 'note 7 8d 2" O.C. 16d 4 o.c. A35 12 O.C. 5/8" dia ci 12* O.C. PERMIT CENTER @ " " SHEET NO. I , ,--- , _ _ b S2 .............. , . - . . - - - . - - - - - -- - . ettoirce9. ..or ;_:.%.vt , _ Ar .. t . e . ENERCT AND VENTILATION (GC: VC') ,, ; . ,PEESCILIPTIVE ROXIIRMETTS .. GLAZING/FLOM W. 4 1. it ' ot 1-t7k . ... ' ' RE Z , Wee ILAN& bAmer4e7 - 101" ft." . , . , , .4. --.0i- ALL 4, SNOKE DETECTORS TO E VIP fl TO08T RER 0% 1:0 v0LT WITHOUT .- -- t4 r- •°. • __ •.-.t..k. Jr-* ‘,.. .4 ' , -.T' 1 1 SEATING STSTEM TO SE FORCI AIR FURNACE OFJWILHPFICIENCT. CA FIRED. GLAZING V. LP . v. DISCONNECTM SwrTCP. ALL DETECTORS To HAVE RACK VP SATTERT. -■ 41 : 1 4.;17.17- LL GIN To le./11 . .urn. nwooms 1 verroc. mir4.41-50..uNICREES/R4. i CEILING R- th . s .,..-.,: A LAZG is 7 -1.7 r . MT INSULATIM TEARS AND JOTNTS I'D SE TAPED AND FACE sIAPLE. I E. T.ED CEILINC R- t a t - ...- - Ithel, ./' ,' / : . VENTLATION REQUIREMems ( WROOLE HOUSE EXHAUST FAN ; VAUL ) fl! I WALL ABOVE GUDE R- P1 1 4 NOT WATTA HEATER TO MEET A87 KAPCA 1E0. AND PERPoRwANCt EF- , ft A- r" .../ 11. ‘44. 14f...urntak ..._____------* e• • - - - I. . . • . , i ., • FicIENCT PER S.E.C. 504.2.1 • Is C 1.4.• oPro) SHOwER FLOW CONTROL LIMITED TO r..P.M. 40541 TJor.e, * ....A. V• ' ■ • SERVICE WATER PIPES IN UNHEATED AREAS 70 BE INSULATM PER S.F.Z. ASAA , t . r % .. t& 1k p4," ,f 4 1 ..i't iPT -""A r, _ , i‘k i EXHAUST FANS PROVIDING VHOLF HOUBE VENTILATION !NALL RAVE mow RATING . . -,. WALL AEL0w CRAVE 8 .25 INCHES wATER GAUGE SPECIFIE IN TAB'! O. 10.1 B. TEE MIN. FM: noire tsjcso cFM AND THE MAX. Is te,c; CP`L USE MINLOIRND.DUCT AND A MAX. RUN of - i : • PLOci4ov8V-OSEEATED SPACE - ".`. .2. - .,... SLAB R....K. oa.A.. a- IC P.&! _ ,i - ---- it- 1 .4..? _ 44 0-40.-/Utt-6 10 4 ax -; ,711‘,. . ,/,,,,,,40---"I; . TBL. 5-12 AND S.E.C. 503.11 and provide V-3 INSULA011 Awn o p e .„e r .6 sihlr .1 . . man FAN TO BE 100 CF) . . 4.4,0,5 ,OP e BATH ROOM rya TO BE 50 cm . 2. ti2 ' ... 1 -._ i - :/-e. - - - .0.?' t - 4, - /'-- - tr , .)-t. ft.rty.,, ...k.,!,4i, ,..i- • - 1 r; TO HAVE A FLAME SPREAD Or 25 OR LESS. t> 1 _ li ,T4,-c;', - . , pS,..<.' 4, 40 , AWIP4 7 Ft. 1%) - Jo 4 , 5"o•e, &17.6eic- .a ti 4 GLAZING U-VALUES TESTED PEP S.E.C. 502.15 4. MOISTURE CONTROL PER S.E.C. 502.16 , - -- - i ,i . , I si p. . LAUNDRY FANS TO BE so CFM 1- K -irt -i t 44.0:. P.Act -- , 17PC.1.4.4144 ',•/ • .-114 Ip i; . 4 U-VALUE LIMITS OF WINDOWS, SKYLIGHTS, DOORS, ETC. PER a - ii-2...9 ‘.,..e.„. of ,....„, • . -o.--, _ i S.E.C. TBL. 6-1 and information bulletir 403. -_... I JAIlliktati‘. T,0 VV, . .. -e--10 ,.; + DUCT INSULATION TO BE A MIN. OF R-3 1 .9 Jr. .tzeLl - • :triJitt - e . 1 ,.4 'op‘r , Li : rf t,,i,;:t , II + SMOKE DETECTORS TO SOUND ALARM AUDIBLE IN ALL SLEEPIN: ROOMS. ))451 s ANNilINN 1 mu NNW 4. ALL EXTERIOR COLUMNS, BEAMS, AND JOISTS TO BE PRESSURE TREATED. _A• k c i -frialvt. •: ap _____ ii, „_ 14: 1 L . , 44..4 V ----- I 4 HEATED APPLIANCE SHML!', BE EOUIPPED w/TH A LISTED SHUT-OFF - 6' 1, P,.;,602i.ao AEFT ELEV. ,,, . 0 VI _. . il. . DEVICE IN CASE OF PILoT AND IONITIoN FAILURE. , ,i ,0 - 4110111.../ILIIM , , , -T. .... ,--- - - --- c\•,/ ,... ^ ' • - , • , .!,... EXPOSED DUCTS IN ALL UNEEATU4PACES TO BE INSULATED WITH R-4. i, 4 ---0. . •• 5 . 451 ,n2 • - - 1 - ■1.4 €.4- -J , .41 -.' ' - ;Ina. ' 1 il 1)--1 V e• .,1- •.,-.., .., . I . '(1). e* !.. -- -IA-i• ' .4.-0, • ' 44 -, i - r . „1.____ • ! ecr•-ip ----_--m. -,0 • a • • , I - e. 12._-- ._-71-vie ci,'m I , If-' 54-trffi • r .1.34t,,pler.,0gI t L- ' ' ri 1 IV c..1... 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Mt , i _ r , , ,.., 1 &_ ei I 1 ' 1 l I 4 ' r I, - 1 STRucrM.LRANWEVETMONL.,"niE 7 I- i ' L - (ae 1 °2' 1 7?)-1 L.. ,o,..,4-1..,L.io 0-,.....L !*- 2 4 9 ` * 14 - ' I 4_ I ae 1 / - //7, ATTA, :I: : ■ ty AND/OR CALCI WS . ( / II I I -yr - - --./L- -I_ . _ - -.------.1# l' -- P II rK4,1* ID - 11 / '2:500 - 10 8 1 2.0 ..!,,-,Ii 1 -----------TiiT-1-211 BY. , 0.,(...c -z 0_4 . - 1 , if 0 .o .4.0 -0 10a .1 , -1#57 -1 wra 41 .. .. ._...4 - - ... .... • . a wr • , . . • - - -- . _ ...... . . _. _. V V I - VV 1 . e 1 SECOND FLOC)R PLAN 6,,,,..: ,/...4'..:',,...,.1 I "?...,-) I 4 1 - sr FIRST FLOOR & FOUNDATION PLAN , VVV Ij . . - _ - - • i - �; +.,.. - w. . Y,s c : ... .. v . .. ». t.:. .:fl.k. .. X �. ,�.� a � ate .. � -1 �. , -. � 3:.�� F � - « }fit ,‘ E!'� wYs 1 4 , �� : - 4 kPi R i v .,� ;, F • o ■ GENERAL CONS g NOTES CO NTRUCTION EQUENCE ■ CONSTRUCTION NOTE , ∎ OJI� I . - - .� 1 ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCiON 1) ATTENO PRE - CONSTRUCTION MEETING: • .�"�� ' "'_"' v STANDARDS (1996) AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (1998). !'A' ";N , �` 2) FLAG OR FENCE CLEARING LIMITS AND INSTALL FILTER FABRIC OVER EXISTING CATCH BASINS. � ' . r. , • ?q,.- s.‘ - 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF re - WASHINGTON STATE c `� �-�"` i DEPARTMENT OF TRANSPORTATION (WSDOT /APWA) STANDARD SPECIFICATIONS FOR ROAD BRIDGE AND MUNICIPAL ' 3) GRADE AND INSTALL CONSTRUCTION ENTRANCE. \ - �» - » v ''• CONSTRUCTION" LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF TUKWILA INFRASTRUCTURE l DESIGN AND CONSTRUCTION STANDARDS. 4) INSTALL PERIMETER PROTECTION (SILT FENCES, ETC.) � •� y ' .w►: ` t r'� -� hi ) . „ 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION 5) CLEAR FOR AND INSTALL SEDIMENT TRAPS IF NECESSARY. / ` ' ; .� t `� , �, �� .�• ll', i1, ° STANDARDS AVAILABLE AT T JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. ''� o �� J� in 6) ,CLEAR, ROUGH GRADE, STABIUZE SITE AND CONSTRUCT BUILDING. - .. " c 1 s nc . N ' 1►,jg � a 4. A PRE-CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION LJ PROJECTS. - � ; � � � :,� • `� ~ ' � / �4, , �� ' ar - R 7) INSTALL SANITARY SIDE SEWER. • - 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR 8) INSTALL STORM DRAINS AND INFILTRATION SYSTEM. 1 r`+ = - ,.1.1\ • Y . QT.11 i ` UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1- 800 -424 -5555) FOR UTILITY LOCATIONS 9) INSTALL FILTER FABRIC OVER ALL CATCH BASIN GRATES. VICINITY MAP (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). SCALE 1 " =4 Y • ..4.-Lc.;,- : ,- F : a -, 10) MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH TUKWILA CITY STANDARDS. ` 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS 11) COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR 3 AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. TWO DAYS DJRING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, PLASTIC SHEET?NG, OR EQUIVALENT. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE Z ' "cr N RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL $t SUBJECT TO THE APPROVAL OF THE 12) INSTALL WATER MAINS AND UNDERGROUND UTILITIES. These plans have been reviewed by the F :rblic - Z CO CITY OF TUKWILA. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND Works Department for conformance with cn -rent Ui I ' 13) COMPLETE FINAL GRADING AND PAVING OF ROADWAYS. Acceptance is subicct to errors and W < 3 to PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. City standards. Ac emissions which do net at•thc.;zc violations of et 8_ DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORM WATER RUNOFF BY USING 14) STABILIZE ALL A REAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. adopted standards or ordinances. The r ponsibi'ity + � _ N for the adequacy of the design rests totally R r e rN TEMPORARY OR PERMANENT DRAINAGE EROSION /SILTATION CONTROL PROCEDURES. dccigner. Additions, deletions or revisions rn tre DISTURBED OR CLEARED SOILS TO REMAIN UNWORKED FOR MORE THAN 30 15) HYDROSEED (OR EQUAL) ALL DIST drawings after this date will void this acceptance d I _ Q N 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL DAYS. and will require a resuhmittal of : ;ed drawings p r UNDERGROUND UTILITIES. for su ,sequent approval. Cn 16) CLEAN OUT STORM DRAINAGE SYSTEM. 10. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES (12 ") OUT Final acceptance is subject to field inspe - tion by FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT 17) UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE ALL ESC FACILITIES The Public Works utlities inspector. EMULSION (CSS -1). (BMP's) ONLY WHEN ENTIRE SITE IS STABILIZED. gate By: §. • 577 /ca •0d 11. TIME LIMIT RESTRICTIONS WITHIN EXISTING RIGHTS -OF -WAY WILL BE APPLICABLE ANO DETERMINED AT THE . ' PRE - CONSTRUCTION MEETING. 12. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY GRADING AND EROSION CONTROL NOTES FILE COPY J S� t g CONSTRUCTION, PER THE CITY'S STANDARD DETAIL NO. RS -14. En I I the Fla^rl N N • 13. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER 1 WITHIN THE CITY O F TUKWILA, ALL REQUIRED RETENTION OR DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED O O UTILITIES (SEWER, WATER, STORM) OF FIVE FEET (5'), UNLESS OTHERWISE APPROVED BY THE CITY OF TUKWILA. AND IN OPERATION PRIOR TO LAND CLEARING AND /OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM a 4 0 N N " DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. H 14. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A Z Z WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER, 2. THE DETENTION, SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED �4.1 U DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL C w J • 15. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE AS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION, THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS iiitl 0-+ L.T. jam - CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY; TO REMOVE TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. ` U 44 MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS Z Po N Vi 16. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. Q DRAWINGS" REQUIREMENT. 5. ALL AREAS OF ACTIVE EARTHWORK, WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTY AND Fil A 17. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE DRAINAGE WAYS, MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: Q � y M ICI 14 INCHES (14 ") WITHOUT ADDING NEW SECTIONS. d, mt. .4- FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS, I 18. ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED AFTER SHALL BE STABILIZED WITHIN 10 DAYS. W &• ASPHALT PAVING, AND CONFORM TO THE CITY'S STANDARD ADJUSTMENT DETAILS. ALL UTILITY CASTINGS OUTSIDE OF PAVED FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS W o" VI AREAS SHALL BE INSTALLED WITH A CONCRETE COLLAR AROUND THEM. WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS ~ Ci) w 4 r 19. PVC MANHOLE ADAPTERS OR APPROVED EQUAL SHALL BE USED TO MAKE ALL CONNECTIONS OF SDR 21 OR 35 PVC PIPE OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. ` N TO MANHOLES OR CATCH BASINS. •,,,,, SANITARY SIDE SEWER CONSTRUCTION NOTES "t 20. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12' -6" FOR SDR 21 OR 35 PIPE. < CO 1 THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2 X 4, FOUR FEET O W 21. BEDDING, BACKFILL AND CONSTRUCTION PROCEDURES FOR ALL STORM DRAIN PIPES SHALL BE IN ACCORDANCE WITH THE (4') LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (3'). THE LOWER END SHALL HAVE A 2 X 4 CLEAT NAILED TO IT TO PREVENT U U CITY OF TUKWILA STANDARD DETAIL NO. DS -11. AND DS -12. WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (1') SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL U CZ CC 22. BEDDING, BACKFILL AND CONSTRUCTION PROCEDURES FOR ALL SANITARY SEWER PIPES SHALL BE IN ACCORDANCE WITH BE INDICATED IN BLACK PAINT ON THE 2 X 4. a CL THE CITY OF TUKWILA STANDARD DETAIL NO. SS -11. 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF TUKWILA PRIOR TO CONSTRUCTION. • 23. ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE BANK RUN GRAVEL, FOR TRENCH BACKFILL PER WSDOT 3. THE SANITARY SIDE SEWER SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARD SPECIFICATIONS SECTION 9- 03.14. STANDARDS DRAWING NO. SS -1. THE CITY OF TUKWILA SHALL DO ALL CONNECTIONS TO EXISTING SEWER MAIN WITH NEW TEES. THE CONTRACTOR Z SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, BACKFILL AND PAVEMENT RESTORATION. A`olaEQ e " g 24. PIPE TRENCH BACKFILL MATERIAL WITHIN THE IMPROVED RIGHT -OF -WAY SHALL BE 5/8 INCH MINUS CRUSHED ROCK WHEN O CONNECTION IS PERPENDICULAR TO THE CITY STREET, AS PER CITY OF TUKWILA STANDARD DETAIL RS -3. WATER SERVICE CONSTRUCTION NOTES . JUN - S 2002 °-m 0 a 25. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED PLANS. ANY CHANGES FROM AS i461c, W Z a O THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY OF TUKWILA. 1, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE CONNECTION PERMITS FROM THE CITY OF TUKWILA PRIOR TO CONSTRUCTION. -Tr '' 1C 4• I 2. INSTALLATION OF CORPORATE STOPS, WATER SERVICE, LINES AND METERS SHALL BE PER CITY OF TUKWILA INFRASTRUCTURE DESIGN AND Z w 8 ! • 2 d , / RECEIVED � (4 CONSTRUCTION STANDARDS DRAWING NO. WS -18 AND SERVICES SHALL BE A MINIMUM 3/4 INCH. THE CITY OF TUKWILA WILL INSTALL THE METERS. ^ , CITY OF TUKWILA 3. ALL VALVE BOXES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN ' N l c) ( 4 44%, 'IMF 0 Ci l i t ACCORDANCE WITH THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS DRAWING NO. WS -13 OR WS -14. I �lu� W p'' A I. PERMIT CENTER L C Q It Z e EARTHWORK ESTIMATE SHEET INDEX Nan CUT 30 CU. YDS PER LOT SHEET 1 SPECIFICATIONS PROJECT NUMBER FILL 30 CU YDS PER LOT SHEET 2 EROSION & SEDIMENTATION CONTROL PLAN 00 -007 SHEET 3 GRADING & DRAINAGE PLAN Do D oci 1 1 . . . . SHEET 1 OF 3 Y f _• :.. }� f . - . .. u - - .: - __ .. *f, d _. _- - - ad ., `: a � 'ks fl'r,. y. w .., ,� .JI a. fw6 ._ a. �• .....� y�p�ry �:•,:t -_, r .:. a ' ..• r ._ - - :, . r ..<� , ' � 'Y' u � . + T .-, y _ s g -.'., b - . e� M . ki• ._ • i1 .n ,. nt '. . n, .• ... .. . - �e ) • u ...,. N. r #t� } �.,'n� ...i �a'.'k'. < � , -- M 'y��•+�" 3. --4' _ .� �•-' r .., " 7 ( .. .' . •. . _ s xv � E - -. - - - . _. . a a SRI'._.. _ _ . fit � ' 14._ a-. •�'�f 'Q 5'. - . .1X .y�, sr y •'r� _ - ct -... 36�,.+r.' ; c ��^. . i. • ' � " 3 a. � }, =i± .. _ .. s iii � ' .....t•':"4..._ _ .c ..._ � f .. 3Y' �, _ + _ r �'.s •.iW: �.. . 1 „, \ ■ _.• 1 4: • EROSION AND SEDIMENT CONTROL NOTES NOTE: o p g a . 1. The implementation of these ESC pions and the construction, 1. EXISTING CONDITION OF PARCELS A AND 8, IS A LAWN. ` g o maintenance, replacement. and upgrading of these ESC facilities is g 1 / i - I * the responsibility of the applicant until all construction is approvee and the site stabilized. I . 1 i 2. The boundaries of the clearing limits shown on this plan t shall be clearly flogged by o continuous length of survey tape (or fencing, if required) prior to construction. During the GRAPHIC SCALE y FILTER FABRIC MATERIAL 36 Mw IuOE ROLLS '- construction period, no disturbonce beyond the clearing limits it , ' /° Is 4, 115E STAPLES OR WARE R RCS TO ATTACH FMK TO I. `\ Shall be permitted. The clearing limits shall be maintained by Ns se JOINTS IN FILTER MDR SHALL BE SPLICED Al '"/STS. .• S‘, - • - the applicant for the duration of construction. � �` ;.� 3. The ESC facilities shown on this plan must be constructed t a IS' ) FABRIC OR EQUIVALENT FAQ - � � \ o 1 Inca .. 10 ft ELEV ATION DATUM: CITY OF TUKWILA 1 j , _ . -�� - prior to or in conjunction with all clearing and grading so as to T E R IA L i ensure that the transport of secIment to surface waters, drainage •::::::::::::::::::::::::: - MA _ ' +` `^ BENCH MARK: SANITARY SEWER MANHOLE 2•xr re 14 GA. SIRE o � W systems, and adjacent properties is min.mi2ed. RIM ELEV. =116.176 '•••• ' f s i •.o•. • . ❖ o. ❖ i r+ STANDARD s� o+Ghl�, �' - d _ •••••••••• , �\ J� W 4. The ESC facilities shown on this plan are the minimum ••i *: •• : ::: : � : 241/IN FABRIC IS USED %UN �. •••••� , requirements for anticipated site conditions. During the •• � . • construction period, these ESC facilities shall be upgraded as A needed for unexpected storm events and modified to account for ' �' " - - , - - changing site conditions (e.g., additional sump pumps, relocation ! BOTTOM OF FILTER 4 12 ��' wfTN . : : ;,� I ` ; _ MATERIAL w 4 TREHG,_ _ _ of ditches and silt fences, etc.). 12141/4 x • I 3/4 WASHED ROCK 5. Any areas of exposed soils, including driveway embankments, 6 MAX. ---- -+ i 4• MIN • , t hat will not be disturbed for two do during the wet season or i , Ys 9 EX S TMIG UTILITY POLE `2x4 WOOD POSTS, STANDARD OR BETTER OR '' ST seven days during the dry season shall be immediately stabilized CLEARING LIMIT IS THE 2 wood Post EQUAL ALTERNATE STEEL FENCE POSTS • • w ith the approved ESC methods (e.g,, seedin , mulchin plastic ALT: sTm FENCE POSTS g g. P PROPERT LINE .. � ►' _ cov ering, etc.). NOTES: • .,•,-, 6. Any area needing ESC measures not requiring immediate 0 ; TH I ,�, Ls3 A THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF E BARRIER Tn AVOiD Z D `� • attention shall be addressed within fifteen (15) days. / OF JOM1T5 EN JOINTS ARE NECESSARY FILTER CLOTH SHALL BE SPLICED TOGET}IER ONLY AT A SUPPORT U sE , wH A R Y E - T Z .. AQ 7. The ESC facilities on inactive sites shall be inspected and I I + ', � -- - _ -_ - Pas-. 11MTH A MINIMUM 6 *404 oVERLAip, AND BOTH ENDS SECURELY FASTENED TO THE POST- � o, M �p , maintained a minimum of once c month or *ithin forty -eight (48) / B. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASBLE). THE FENCE POSTS Lu Q < ( till sn SH ALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE G R:x1ND (MINIMUM OF 12 INCHES)- 3 hours following o storm event. S / tp . . _ N A TRENCH SHAT BE EXCAVATED, ROUGHLY 4 INCHES j 8. At no time shall more than one (1) foot of sediment be I PARCE B PARCE A c ! WEE AND 4 INCHES MEP. uPSLGPE AND ADJACENT ,T: ; allowed to acc,�mulate within a catch basin. All catch basins and x W000 POSTS TO ALLOW THE FILTER FABRIC TO BE BURIED. J .-�. conveyance lines shall be cleaned prior to y p paving. The cleaning l D. WrIEN STAN STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE r ASTENED SECURELY Q I P-- Q operation shall n' ?t flush sediment -laden water into the downstream ! p � � BUILDINGS WILL BE SLAB ON GRADE TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY MARE STAPLES AT LEAST 1 INCH LOW., TIE MARES OR HOG 0 Q N i RINGS THE MARE SHALL EXTENQ INTO THE TRENCH A MINIMIHA OF 4 INCHES AND SHALL NOT EXTEND MORE THAN r.... L `/ System. 0 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE- 'Q O) (n 9. Stabilized construction entrances and driveways shall be installed at the be ginning of construction and maintained for the I E THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR ED TO THE FENCE, AND 12 INCHES OF THE g g OR ORIGINAL H G R OUND SURFACE MAILED FABRIC SHAL NOT BE STAPLED THE EXISTING TREES 36 INCHES ABOVE THE ,; duration of the project. Additional measures, such as wash pads, I _ may be required to ensure that all paved areas are kept clean for , F. WHEN EXTRA- STRENGTH FILTER FABRIC •!:c . :_oscR POST SPACING ARE USED. THE MARE MESH SUPPORT FENCE MAY the duration of the protect. LIMITS OF CLEARI'G BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR MAILED DIRECTLY TO THE POSTS WITH ALL - s. 10. Where straw mulch for temporary erosion control is required, O THER PROVISIONS 'Y STANDARD NOTE E APPLYING. f it shall be applied at a minimum thickness of 2 to 3 inches, G. THE TRENCH SHALL BE BACKFILLED WITH NATIVE SOIL OR 3/4• -1.5• WASHED ROCK Dr 2 -3 bales per 1000 sq. , PROPOSED H. FILTER FABRIC FENCES SHALL BE Pt'MOVED WHEN THEY HAVE SERVED THERR USEFUL PURPOSE, BUT NOT BEFORE THE r RESIDENCE O UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED i F.F. 118.0 -- I FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING DEC PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALT. BE MADE IMMEDIATELY. N , 8 1 w r- 1 116 J. MAINTENANCE: ANY DAMAGED OR CLOGGED FENCE SHALL E REPAIRED/REPLAa'D IMMEDIATELY. SEDIMENT MUST BE I� g I I REMOVED WHEN THE SEDIMENT DEPTH IS 8 INCHES OR GREATER. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF a Q ff ��� D I I ■ THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND- Q Q r . I 1. 3 ! II + 0 V_ I _ SILT FENCE DETAIL Z Z 2 - - * - - . ' : . : , J �n ( _' _. I _ l I 1 NOT TO SCALE Z J W i -� i E X., j i I RL PR O DE PO N S CE i F. F. 117.5 i Z V) V) . . . = I i PROPOSED l I M� E..� fi, y � ? { �� GARAGE I Z t F.F. 116.8 I I N w Q Q k ff I I fIt PROPOSED `s ue Y 3 / / I I I ' + GARAGE I A a �� i 3 , l F.F. 116.4 _ INSTALL FILTER FABRIC OVER A R EP/ j 0 -� �` , _ - � , I i CATCH BASIN OPENINGS (TYP) w J , ti ': . • 4 30' 3 \ � /' VL • STONE, AS CONDITIONS DEMAND, AND REPAIR AND /OR CLEAN OUT OF ANY r i .r. J � / '` 1 '.` • I I g I" ! ( IN STALL TEMPORARY t� o Doa_( I . • .r ` '� *( .• ' ~ '' 19 o I SILT FENCE Q m • /� � ► � • � , (PER DETAIL) W J J '" y ' • • , QUARRY �• Y EXISTING ASPHALT SURFACE 1 AS NE CESSARY I W t2• DEPTH ••, 7 1J �- '4• -6• SP ACES : •» i j v "� O O CC 1 °F OOip; y • �'OOOOOOOOOOI O B GEOTE XTILE � FABRIY SP DER ~ . `� �► 14 o e O e O i 4 o 1 , i . ® 0 , • - C . 1 O o O O _ EXISTING UTILITY POLE (WARM! 600X OR EQUAL) O O O O O " ' O O o O 0 ' o 0 u 1 ) Q 4 d z - 9 - � O n O _ J O G O O jf i O o O-Q- O o � fl - r� EXISTING UTILITY POLE \ O O � - 4 a O - - 0- - F 12" DIP 7 A ' O O O O o - C - 0 t� C� • - d • g 000 0 2P I • O 0 0 0 0 0 • # EXISTING CATCH BN cir STABILIZED CONSTRUCTION ENTRANCE NOTES: • .. ,�- L! - �- 1 MOM 111111 .Iw.r .,�, .a VANED GRATE: 115.58 ,r,?± ® p Z CO -\. *, I. INSTALLATION: THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ! .� $ ' N, I r�1 c R O , t ' ROOTS AND OTHER OBJECTIONABLE MATERIAL THE QUARRY SPALLS SHALL BE PLACED TO DIE e3 i E O ■ I E (1 2 " D I) : 113.18 JUN l rr � ��� 1 I ENSIONS ANY DRAINAGE FACILIT�S REQUIRED BECAUSE OF WASHING SHOULD I i P SPECIFIED DNA 2002 i+N BE CONSTRUCTED ACCORDING TO SPECIFICATIONS IN THE PLAN. USED. IF WASH RAGS ARE USED \ r EXISTING 8' DI 4 - ` ; �_ . INSTALL FILTER FABRIC OVER F� r-� r AS THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. c� J WATER MAIN � J NCi (cp W Q 2. AGGREGATE: 3• TO 8' QUARRY WALLS PER WSDOT STD. SPECS. SEC. 8 -13.6, \ � - CA BASIN OPENING r y xi - le 3. ENTRANCE DIMENSIONS. THE AGGREGATE LAYER MUST BE AT LEAST 12 THICK, IT MUST \ ^~' �Ny EXTEND THE FULL WIDTH OF THE VEHICULAR INGRESS ANO EGRESS AREA. THE LENGTH OF - :E- - - -- ' - W THE ENTRANCE MUST BE AT LEAST 100 FEET. E� V �A - -� _ _ - C7 � - A 3RD AVENUE S. z� G: IF CONDITIONS ON THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED VANED GRATE: 115.89 c, rr, cv FROM VEHICLE TIRES BY CONTACT WITH THE ROCK ENTRANCE, THEN THE TIRES MUST BE WASHED I w Q'' A ' 4. WASHING BEFORE VEHICLES ENTER A PUBLIC ROAD. WASH WATER MUST BE CARRIED AWAY FROM HE 1E(12"01): ,,- CT O ... 114.09 RECEIVED ENTRANCE TO A SETTLING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO WASHING MORE CONVENIENT AND EFFECTIVE. 4t- / S ` - " - CITY OF TUKWILA O : ,, . S, MAINTAINENCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WiLL PREVENT INSTALL FILTER FABRIC OVER ` `�. Q MAKE WASH : TRACKING OR FLOYI OF MUD ONTO PUBUC RIGHTS -OF -WAY. THiS MAY REQUIRE PERIODIC TOP i I CATCH BAS-114 OP €N4NG - -- DRESSING MTH 2• STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR G ` ! G G G - - 0 -- -- --- -- - G - PERMIT CENTER H TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED I , I '�'1' EDIATELY BY SWEEPING. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE I __ t� . N4M STREET, EXCEPT *4E14 SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. M.1 i " I ev INSTALL STABOLIZED CONSTRUCTION , fiw4 ..( • ST ABILIZED CONSTRUCTION ENTRANCE I ENTRANCE PER DETAIL ;, CE r _. PROJECT NUMBER NOT TO SCALE I ---- - ` -- -_ - - -- - -' - - 00-007 SHEET2OF3 i i t . ;_ - :• v • I It 0 ` + 4 M ., • F A '. ' .:. - r 1r •.ate - " r,,.; - . +;c _ _ .s °`..+. .,m.r� °srT""• .w.'.'e > at _ .. _ .• H� � �� .. � •� 'E' :�fi "Y -�? ��`�- i . �.� 1 er ' .� _.�. ,'•Ek ... r . ur g � ... ..4 .• .Lei w•. ffi � -� y a . > �' _,`. • Yom° ?poi ITS. ....427 r �- y y � s 1 , I o k s NE 1 4, SE 1 4, SECTION 10, T23N, ME, W.M. 1 0 „, , 4 ! �' I - 8 g 0 - g . 4.- -gsr--coikr• ,/ GRAPHIC SCALE r:rP i- -- l o' . �.,..• 10' i; ` , r , I , / 77 ,ROOF DOWNSPOUT :R: • n : s,-, ./ - Vi: . 1 inch .. 10 K / /- �•� 0,/ , - - - -� / TYPE • 1 CATCH BAS:N o / / WITH IS ! 9 _ . t. N �i ■ I INSTALL 24' - M4 REBAR . 4 t-, I r• W AT CENTER DRYWELL-, ELEVATION DATUM: CITY OF TUKWLA i 2" COMPACTED DEPTH , FOR FUTU4E LOCATION Nitali,,, x a BENCH MARK: SANITARY SEWER MANHOLE , CLASS 'B' ASPHALT CONCRETE CATCHBASIN SUBGRADE COMPACTED TO 95% �. W REQUIRED MAX. DENSITY - ., _ \ \\ \ \ \`! ,,,, : RIM ELEV.= 116.06 / // (SEE SPECIFICATIONS ON SHEET 1) , ' ' FLOW - �` 4 MIN. COMPACTED DEPTH* 4 .- ` ' PVC n ` O = ASPHALT TREATED BASE \ r� 4' PVC SLOPE =2.00% L •NOTE: MATCH APRON SUBGRADE WI T�+ L = i /. -- I 4• p JC OVERFLOW PIPE "n= SUBGRADE OF WEST MERCER WAY • ‘, ^ y RIM: 11894 SEWER MANHOLERY CLEAN -OU PRIVATE DRIVE ;.' Q.9€140 a _ ^- , -. ► " A 6" PVC TESTING DRIVEWAY CROSS - SECTION � s - z o � e l . =,_` 16 M x. TEE . 116_". 6" PVC PVC WYE N OT TO SCALE x _ . �_ IE: 111.34 (IN) POD i• � 4' -4' LEACH BED TUBING • EXISTING UTILITY xa REDUCER a • • • • • • IE: 111.04 (OUT) F::-.4 ` - , -. ` EXISTING ri 4" PVC SIDE SEWER 12 MIN 2 t _ • ••• ••• rr • . ON LEVEL GRADE SANITARY - ~ a FILTER FABRIC LINEF �� �� , rp 1 I /4' MESH SCREEN 'MIN. C NORT!� 1 -4 PVC CLEAN -OJT N ORTH � � NORTH ON PIPE INLET t` • •- _ • • �_�_ di OF DRY WELL 2 Z CD •i • • 9 w • ., E B PARCEL A 12' E S A OVE SEASONAL WATER TABLE _ W N s _ . ...___________ ' .' f / DR RESTR C . IVE LAYER 7 • . , , 4 4 , O EXIST. %/ BUILDINGS WILL BE SLAB ON GRADE - - v • • I WATER . • 171 • VALE EXISTING 6" PVC L DRY WELL DETAIL SIDE SEWER SCALE t' =2' • • • ' S =2.00% TYP 15' �, 4" PVC DOWNSPOUT DRAIN ► r PROPOSED • : r -„_. - II EXISTING CONTOURS • • � ; I RESIDENC o SAME AS FINAL COUNTOURS I • • • F 118.3 ° DECK DRAINAGE PLAN NOTES: • I N 1. STORM WATER RUNOFF FROM SHE ROOF AND DRIVEWAY AREAS FROM EACH LOT 1 16 TYPE 1 CATCH BASIN THEN 4 ; , .._..,. . .. . • o �,, _ - - Y E C 8 S AND HE ROJTED THROUGH A 4 SHALL B C OL LECTED I N A ! T G N (V !:' • • •' PVC PIPE TO A DRYWELL O 2. A MINIMUM OF TWO DRYWELL WILL BE INSTALLED ON EACH LOT. ONE FOR EACH a N N a i + / • / -- I 1000 SQ.FT. OF ROOF /DRIVEWAY AREA I I 3. THE FINAL GRAD ELEVATION SHOWN ON THIS PLAN MAY BE ADJUSTED AS 0 O •E-4 I -�. / S.O NESESSARY TO REDUCE z z � � _ TYPE 1 CATCH BASIN EDUCE CUTS F!�LS AND/OR MAINTA 1% MIN 5%' o MAX MA X SLOPES w ! . L I i GRATE: 116.20 FOR L DRAINAGE TO CATCH BASINS. T w w PROPOSED I IE (E &W): 114.68 4. INSTALL FILTER FABRIC OVER ALL CATCH BASIN OPENINGS DURING CONSTRUCTION. V E ,.. RESIDENCE IE (N &S): 113.20 5. A SOIL LOG TEST HOLE WAS DUG ON EACH LOT AT THE DRYWELL LOCATION. THE F.F. 117.5 I 410 4 '• t SOIL TYPE AND STRATIFICATION LAS THE SAME AS FOLLOWS: (I) vi ' Z PROPOSED 1 -4" PVC CLEAN -OUT 5' BROWN S TY FINE SAND 0 - 2. ' GARAGE 1 M�1 1 / i ( I PROPOSED I PROPOSED 4" PVC 25 - 9.0 GREY /BLACK SAND F.F. 117.2 I ^ ' < < I I 0 OSED , SIDE SEWER CROSSING MUST BE NO WATER TABLE ENCOUNTERED ON ! j8 /2001. o GARAGE I. I 24" LOWER THAN STORM PIPE SCS SOIL CLASSIFICATION: URBAN LAND ^ I% j F.F. 116.4 M�-1 i''� M li - -- \ 4 DIAM DRY WELL 6. ALL PVC PIPE SHALL CONFORM TO ASTM D 3034 SDR35• . • 0 u 4" PVC SIDE SEWER „ \ -� (TYP) PER DETAIL rte, ! ! .! 4 PVC '1 1, I 6" PVC CLEAN -OUT M,+,� . S =2.00% 1 �,�/ ! 6" PVC TESTING TEE INSTALL 1" POLY I • IE: 102.32 6 "x4" REDUCER 1.....4 • ; • WATER LINE (TYP).- . ' " / ! • �-- • • 30 4 - , 200 PSI DRISCO PJPE \ .. • . • : INSTALL 1" POLY V 1 N I T \ TYPE 1 CATCH BASIN p 8 WATER LINE (TYP) LOT PARCEL B PARCEL A GRATE: 116.40 1' • S' 0 r 200 PSI DRISCO PIPE _ ' ' • , IE (4" EdcW): 114.89 � � i S 'g z I 1�1 • _ IE AREA 5000 SQ.FT. 5000 SQ.FT. < CO E (4 S): 113 • 'w, ' I i UNDERGROUND POWER, J J ,' fX19�fING ASPHALT SURFACE PHONE & N CABLE W W • • Ct • - • :, Cr"; ROOF AREA 1689 SQ.FT. 1621 ::: • j .12 E U 6 ROON DRVE & WA K Q 578 Q Q • 9 � P� L AREA 718 S FT. a a • 20 - - -50 - 4" PVC WITH CLEAN - OUTS AT TOTAL IMPERVIOUS AREA 4 7 S .F , I .�� ,� _ Q i �, BENDS 45'OR GREATER S =2 2 0 Q T. 2199 SQ.FT 1 , /\ ; t ) .�i �� � U TAX LOT N } P � i - ' �_ EXISTING UTILITY POLE 017900 -0144 017900 -0142 EXITING UTILITY POLE . 1 O Q� = ►� • • -- 12" DIP ►" 5 2.0 PVC --- - - • 5 =2.00% Q \ J •. OQw �� 12' SIP ---1 l'_' EXISTING APPROVED � i GRATE: 115.58 (12" EXIST) r Q II CATCH BASIN '"" rr k� • q� i . � - # w w. II JUN • 0=4 V m * 0, i g Ci • o C �' II, IE. 113.68 (4" PVC PROPOSED) 6 2Q02 Q'i Z !.EXIST.. EXISTING 8" DI INSTALL WATER MET1 =R EXISTING 6" PVC LEGAL DESCRIPTION: �,t Eu W ►� • .. , . ATER N WATER MAIN J AND SERVICE CONNECTION SIDE SEWER • VALVE • : : • , ' • . • • . • • .. A * . PER STANDARDS ' • II ' `.. 5 =2.00% TYP PARCEL A AND PARCEL B OF BOUNDARY LINE ADJUSTMENT � ` w • � .. II ALSO KNOWN AS LOTS 23, 24, 25 AND 26, BLOCK 1 Z W a D } ": _ I T - - -- III _ .......4„.... _._ _ ALLENTOWN ADDITION TO THE CITY OF SEATTLE C.'3 Z q ^ : t P 4 3 I I : 1'� Y E j '' ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, Z O • N • >' t5 „ • w n ... N l � E S . _ RECORDS KING COUNTY WASHINGTON .. CO SOFKIN , . �.; a q .� j �• • � � SITUATE IN THE COUNTY KING, STATE OF WASHINGTON. p 0 '' RECEIVED A e G G G �� -""' N IsflNC G G G G SANITARY B" PVC ! " CITY OF TUKWILA i.„, O PROPOSED GAS SEWER -- a EXISTING S =0.40% TYP I�1 .1 ...., CAT C1•1 SERVICE LINE PERMIT CENTER C BASIN • GAS LINE SEWER MANHOLE " iii GRATE' 115.89 EXISTING SANITARY IE: 114.09 (12" OUT IXIST) INSTALL MAIL BOX STRUCTURE FOR 3 BOXES NOTE: limommoolowl RIM: 116,06 I � - 41 4 al IE: 114.59 (4" PVC PROPOSED) PER TUKWILA STANDARD DRAWING N0. RS - IE: 102.96 (IN) 7E IE: 102.86 (OUT) 1, SANITARY SEWER CLEAN -OUTS SHALL BE EXTENDED TO FINAL. GRADE PROJECT NUMBER • PEIR TUKWILA INFRASTRUCTURE STD. DWG. SS -2. 00 -007 i SHEET 3OF3 : igi } . I 4 41 0