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HomeMy WebLinkAboutPermit D02-191 - MARSH RESIDENCE - NEW SINGLE FAMILY RESIDENCEMCMICKEN H EIGHTS/MARSH 4724 S 164T" ST D02 -191 . -_ — — - — , , 4. 0%A. N . g v+t;),1 • „,, }� City of 1k1 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 { � Z } Permit Center Authorized Signature: a ,I Date: / / --, , t : ,F- 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 6 = } ordinances governing this work will be complied with, whether specified herein or not. v 0 co 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. J 1— • Signature• Date: 11-2-Z-02._ al }} oC ? . Print Name: J 4'1' ES J M A2S a h 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 I 1 r 't.! r -. 1 f ••, 1 3 � #�NNA {y --�• � 4 Cit of .l ukwila i Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 s PERMIT CONDITIONS z Parcel No.: 5379800472 Permit Number: D02 -191 . Z Address: 4724 S 164 ST TUKW Status: ISSUED w QQ 2 Suite No: Applied Date: 07/05/2002 J U Tenan MCMICKEN HEIGHTS /MARSH RESIDENCE Issue Date: 11/22/2002 U 0 co w Ili I 1 1: ** *BUILDING DEPARTMENT CONDITIONS * ** ~ u) LL 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. w O 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be 2 inspected by that agency, including all gas piping (296- 4722). g Q 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical N work will be inspected by that agency (206 - 835 - 1111). = W 5: All mechanical work shall be under separate permit issued by the City of Tukwila. I— _ 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any Z 1.- construction. These documents are to be maintained and available until final inspection approval is granted. z 0 0 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. n p { 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear UO to identification showing the fire performance rating thereof. 0 I— 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 111 w Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). F- - 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any t'-- Z requirements for special inspection. w 11: All wood to remain in placed concrete shall be treated wood. U = I 12: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be p E- I construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any Z 1 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 1 Inspector. 14: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be . obtained at City Hall in the office of the City Clerk. 15: 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. 16: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 17: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). 18: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). ,. - 19: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 7 , ^�,,,x 't i 20: 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. f . ' I 21: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be 4,',i • underground from the point of connection on the pole to the house. ='` ' l 22: Any material spilled onto any street shall be cleaned up immediately. ° 23: A copy of the Certificate of Insurance Coverage (minimum of $1,000,000 naming the City of Tukwila as additionally insured). %`.., 24: A $2,000 bond made out to the City of Tukwila for possible property damages caused by activities. ,m t 25: Hauling over 50 cubic yards shall require application for a Hauling Permit prior to any associated activity. f � fr 44., ms, 26: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation '4aPlih .6 doc: Conditions D02 -191 Printed: 11 -22 -2002 ' i era ., .. _ ., ... ,•;N..: +�.:.„ a..•.. , ea. ..we ° . !ts»rmris�....xr.•. - , .:. .... _...:._ .. ... ........ . .........,.- ..uee.:a.......... ....... ........ ..- ,eCta'"•.G:1�Fl�'.?t3dix Y .._. .N ti . y , 1 l •14H,^ w 8 * 4 � ,.. City of 1 ukwila It Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 ■ off -site or into existing drainage facilities. I 27: The site shall have permanent erosion control measures in place as soon as possible after final grading has been a completed and prior to the Final Inspection. • 1 28: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain tu system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene pipe with a minimum 1' slope I for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing _, 0 drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. Catch , w 0 basins on -site shall be Type I CB(s) or as approved by the City. w =: I 29: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope —' 1— I shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. N 1 30: Driveways shall be paved for a minimum distance of 20 from the edge of the existing road pavement. w O r 1 31: Rockery shall be constructed per City Std. Dtl. RS -5. Retaining walls over 4' in height is a structural retaining wall g and shall be designed and stampled by a State of Washington Licensed Structural Engineer. Verify height height of wall, u_ Q as proposed along West property line of lot 2. N d = W I Z~ I I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances w O Ca Lu I governing this work will be complied with, whether specified herein or not. ? 0 ` V CO I The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws Oi— 1 regulating construction or the performance of work. w w . H V _ Signature: c..- Date: f l z 02 u. Z , Ili co U I Print Name: JP4FS J , 'AA 0ICS - o ~ • Z I I I 1 i i „ , : �� } it y i t;,nP�"� ' I r i tc.�t I doc: Conditions D02 -191 Printed: 11 -22 -2002 — ' "1 i ,. ., . .,:.. ,..,,.. , ,_ .. •:, . ., .. ... .. c.. w,w. a,... �... r. m. .,u.+.,..,o-....._»..�..,.:.,... .............�. _ ... ................_. _.... ... _.. .,.a., .... ...'"":' , "7,-. . ,. . I , I . -, 0 1 "..P.40. CITY OF T!." - • R STAFF USE ONLY r 4 , ,`;; o Permit Center Project Number: 19; 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 cao ii .. . . Wig (206) 431 -3670 Permit Number: Zo2e-t ill Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name/Tenant: _ of Construction: C INS l<IKEN �EIL, t4 i Mn►2sH 125 K Site Address: City State /Zip: Tax Parcel Number: N. 4124 '3. 104 .11- S "T,. TUKW III QI p 3 53 9�',a -- c?)1 2- m Property Owner: ■ Phone: jI \v'AES 5 5TEPHAN I E MAl2S N (201,0 2410 - .1 5 Street Address: City State /Zip: Fax it: 15B49 41 AVE S . TUKwtI-P► ,e3Iee (Zob 21 - (6294 • Contractor: Phone: D o / mi l co DR fs,L ii ieicki - (1b tom) 242 - 04-U1- Street Address: City State /Zip: Fax 41: 1322 .4 32 Nn A >/E S . -rot&W ILA 9o16?" Architect: Phone: • A RC1-1 i S 1\A 012'"T W ES T (425) 455 - 4900 Street Address: City State /Zip: Fax #: 1 2,91 S - I42' Ave NE loo wnonwv, Le 1bro (42S) `4.31 - 6,585 Engineer: Phone: Street Address: City State /Zip: Fax #: Z = I- Z Contact Person: J f g STEPN AKI I E M A -} Phone: 0 24{0 - ec-75 ce ill Street Address: _ State /Zip: Fax it• r 0 15945 4 4- - 1 � Ave S. YvY WILL - gfi'I»Z) (zab) 21 - 829L o Description of work to be done: n _ J = 1 . E : Y ' J 5 1 ►J( LE FP A Ls-/ }Z f ESTbENLE a. w } - *For an Accessory dwelling, provide the following: z Lot area Floor area of principal dwelling Floor area of accessory dwelling 0 N Z * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. 0 I - Z APPLICANT: REQUEST.FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (AdditionaPreviews.shall be determined by the Public Works Department) ❑ Channelization /Striping '1 Curb cut /A ccess /Sidew Ik ❑ Fire Loop /Hydrant (main to vault) #: Size(s): , ❑ Flood Control Zone ❑ Hauling hild Land Altering: 0 Cut `F$ cubic yds. 0 Fill 4$ cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: may ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage , 1 Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ A Meter Temp # Size(s): Est. quantity: gal Schedule: N Miscellaneous B (..1/v'n kp G p...., s irf G Ot pov) to Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. 1 -.:; ::.;' Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- �► pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon . written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. irp ■ , mob f, e Date application accepted: Date application expires: Application taken by: (initials) ;I , . 2,5 cry / - 5 - 13 /es • _ I1 L E I ,.. PLEASE SIGN BACK OF APPLICATIQN;FORM ,. ,. .i_ ! °........ AIR AM 1 SFPERMIT.DOC 2/13/97 `►Imis,' L ail % , _ - • ALL SINGLE - FAMILY RESIDENTIAL, PERMIT APPLICATIONS MUST BE .,BMITTED WITH THE FOLLOWING: Y DRAWINGS PREPARED BY EGISTERED ARCHITECT OR PROS 3SIONAL ENGiNEER MAY BE REQUIRED BY THE BUILDING OFFICIAL Y ALL . I AAWINIS *MALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN Y BUILDINGS E PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ 0 � Copy of recorded Legal Description from King County ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ Cr Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. Cr ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) Cr ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ CI Site Plan (see example Form H -16) .! Existing fire hydrant location(s). 2 roposed 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). {:'North arrow and scale. Building setback from property lines. Any proposed or existing easements must be shown on plan. le:Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), Z show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. i W �: "P ?arking plan. rt • _8. - Lowest building elevation (if in Flood Control Zone). v ,Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. v o . Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. w . Alidentify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). u- O ,A2: location of high water mark of the Green /Duwamish River if site is located within 200' of the 2 high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). = a CI Tr Foundation plan and details Z m ❑ Floor plan Z O ❑ . Roof plan ❑ r Building elevations (all views) v o ❑ a Building height ^',1`.> ; 0 0 ��77 ,f- .. -- Building cross- section : ; .. • = v 10 Structural framing plans and details necessary to completely describe construction 0 ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available di ,.,/ • at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. F- H LI ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, z �/ Variance, Shoreline or Tree Permit). C ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance ,�/ and other land use or SEPA decisions. U ❑ 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 ��ubmittal of permit application. CI L`'Ir 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 f' , 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 par of this submittal. i t HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF [ m►.= PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. I , ' BUILDING OWNER 0 AUTHORIZE AGENT: 4i Signatur • • Date: - 1 _ 5 , 0 z `1 Print nam P hone: Fax #: JP�I'111 J MAI2SN 241 719 $Z v l ' ,∎∎ I • Address: City /State /Zip: a la II 1 5 41 AVE S . 7VYW I LA, Wrl 5/0b • SFPERMIT.DOC 2/13/97 • -- -____ ..w _.... , -- _ -- - - ,- � Cit of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188/ (206) 431 -3670 . . A w y , Y• Ci ty of Tukwila 6300 Southcenter BL, Suite 100 /Tukwila, WA 98188 / (206) 431 -3670 1. RECEIPT z I- W Parcel No.: 5379800472 Permit Number: D02 -191 _10 Address: 4724 S 164 ST TUKW Status: APPROVED U O : Suite No: Applied Date: 07/05/2002 (0 W . i Applicant: MCMICKEN HEIGHTS /MARSH RESIDENCE Issue Date: LIJ ► CO u. WO '' Receipt No.: R020001626 Payment Amount: 1,937.07 2 g J Initials: KAS Payment Date: 11/22/2002 04:36 PM u ) a User ID: 1684 Balance: $0.00 = ul ' . • I- = Z � I- O Payee: JAMES JAY MARSH Z Ill W n p `. TRANSACTION LIST: :0 Type Method Description CI — Amount I I. H Payment Check 5683 1,937.07 11 O RD Pmts Re -Dist . ,: Z U co Z 0 1.- , Z ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - RES 000/322.100 1,749.75 INSP FEE - STORM DRAIN 412/342.400 15.00 ' INSP FEE - UTILITY 000/342.400 30.00 LAND ALTERING PERMIT FEE 000/322.100 37.00 LAND ALTERING PLAN CHECK 000/345.830 23.50 PLAN CHECK - NONRES 000/345.830 - 1,090.02 PLAN CHECK - RES 000/345.830 1,137.34 PLAN CHECK - UTILITY 000/345.830 30.00 STATE BUILDING SURCHARGE 000/386.904 4.50 _ Total: 1,937.07 ' fir if 2799 11. /25 9716 TOTAL 1937.07 1E0 ,, Printed: 11- 22- 2002 doc: Receipt ... , .. .. '1 ,...`.:1w`irr i . .. M.w+VWavrr .............w.. ... -. ...w • .. ..... ....,... ff f.. n. . J(: a 4 '. 15:5. ..... w r.Xi.t.- .•',:.'1'N.Yi...Y: n \: i.:t n"NiN., i 1 , _. . ,, ..._ ,--....- - ' -- .-"- ' . Z < . • I I J.— Z C4 Ili 2 . . , • Z • 7 J INSPECTION RECORD � w i t b6? - 1Q1 f Retain a copy with permit —I 1.- INSPECTION NO. PERMIT 0 U- 1 CITY OF TUKWILA BUILDING DIVISION � , " � � I 6300 Sou Blvd., #100, Tukwila, WA 98188 (206)431 -3670 a Project :\ C \\ S Type of Insp� 4 N 1 l �� ICY - Pv\ `t l P i l i r( h�.Q� A � I 1 C! Address: Date Called: / - 1- l F— Ili LA 1 s f L9)-( _(2-G - ; ?F. Special Instructions: Date Wanted: a.m. Z 0 • p.m. W W Requester: ? n N Phone No: 0E — . W W S Approved per applicable codes. ❑ Corrections required prior to approval. 1— F= 9 - - •O COMMENTS: .. U co F- I_ ` O F- . Z 1 �: fi , r r 4 0, I I : Inspecto . Date: , ,p144 , i ,set El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be i.: paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. 1 Receipt No.: Date: R 1 .z ' , 112•:: )1 ... .. .. .. ^v�n..H4, um :n5. .'• s N:r+M ^n „r� -n:• Wrt , .51. . a vLr {KhME;' ..'�M'tL.sli'r nAM1i .r r ..:+, b. .14x }n .�, ,.. , ta. : •zS; t ' ■ . _, — — _ -, Z W , ...- . --...4., . ..1 . 1 ) z < . ‘ m I- Lir 2 .."--::: . ::„.: ::., S .. . ,, . , - : .,..: , . ...I , 1 1 ' 1 i I F,;' - ( s:- , ,, - . TC19 -9 4- _, 0 , , 0 0 F.4.: ,,..- , : ,'. - . kl.:.....• ..,....,., ' .• - , ' . INSPECTION RECORD (1) 0 w w . - ILI i 3 Retain a copy with permit "b° - )9\ : t- o: , INSPECTION NO. PER . CO IL. uj 0 CITY OF TUKVVILA BUILDING DIVISION ''" • ' 2 ..,; 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431 r . . Project: • k ix i - Type of Inspection: ..-r., ti. < lit , , ' ' rl■ars.14 -7 Q .tc-s. I a V' Address: Date Called: . I-- W LA1)21-1 )(c'-LS-4 z t,,....,.. Special Instructions. Date Wanted: a.m. I- 0 P.m. Z I- Ili al Requester: 2 n n 0 0 ,..., - Phone No: ILI u j ,f,;.:::,. ::'-::,-• . ' 1' ..: .' - i 0 - r - Approved per applicable codes. Ettorrections required prior to approval. Ir- , F,': - . - : - ;', i ti , j‘.':, COMMENTS: id re i,S. (A,S VVP Pdf d co Ss ) A A\ z 31 _ ‘A C krAve : Wcki otv.r S4 i ID . ,-; - a - i- ,,, [ ,,,...„' . 1.4 \ , -...-- 's....- ; . • avIr 'raj') c )ow-er e.c....4- 1 () .‘ . 4 . 5_6 111 1 r ‘..4 i 0 ■ I n•P-eC t .5 415 )nc ( :S " Q-1.— i+ 0 'c VN A AA re, i 1 , g .,.....,..::,.• .. -. . h.... P`Nt-k-eq■ A (u „A ..9v- of In ,c-1-r -e ? ) Pr 4 ..Siir . : . r-e t -0' ■ kn-e_ 4 of A) vl 4-0 Li i i -1-1-. , IA 2 ._ . s_ i 0-1- lr?). AI S a i cl . )\ncAL-ii-Nt 0 ye te' \I-Pri vv, Ott FI: ''' ' : V M - se tV Vy d -e de c.i‘ • _ tott1 1/ Acd \c)i- , k k j, PTA 1 1 V a w■ % VNii k.'' . 1 0 ) Ln rf-4 r 4 o APC\<- \-(0( `4-6 )1 l 11) Ce f 1 / •I'. ' ' i + ,.........„.i', Inspector <Dfl Date: , 4 ... i M I: . 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at t300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No I Date: EIV,ea I M f SMI C . %.'...... ''',,,'-: '.,:,4.i,',.;::,■.:ii.:44{.4....11....1,-.',: ......^4..".... -* ,-.--- - ' - 14V. '' . ;:4'2::k: ;. 4 ,. ,: ■ 1 ■ . ..-- . - l. , 4:1 -- - ...1 , \ . 1 N... ) Z < • % 1 /.... ,t• Z ?3; , ,.....•'.. .- '...,' ' -- 0 6 e .-,... ; .-,.- .,::, ..,...:::, -;,.:-:-.: :. . 1 -cp 3 _. 0 0 0 .. . 0 4.: •.. . :. - \ ,-- 2 ' . INSPECTION RECORD co la .,, u , . , . .7) . Retain a copy with permit bo,;? - I I t , ,;... INSPECTION NO. P;R CO u. , . uj 0 CITY OF TUKWILA BUILDING DIVISION r 6300 SOuthcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 - 2 g :3 '. Project: A A Type of Inspection: u.. < i l; . .... .: inc, , CO — a .. - 1 :, Address: Date Called: , , 1— ILI X , 4 ' . ': Special Instructions: Date Wanted: a.m. I— 0 ,•„:;:,:."'. • • . ..• : . . P.m. Z I— ui Lij Requester: 2 D , D 13 Phone No: 0 — 01— I Approved per applicable codes. Corrections quired prior to approval. I— 2 , — 0 - A 4 inn , . i Z 1 -(c)cf r A1/40 ( L. 3-161 ir 5 Goo vc( D ( \ Pc \ c.) --2 .... :- , : '.: : ;'i hs --i-n r)(0 \* la " . i Ir■ 4 vvl v levk I I= Y 0 . , .....\_, ' Z .,.. . 1 1.k.,1 .. trI ,e()4 Lie IACItArt cc* V ci 1 4 , , ' I 'i•-•' \-6 '2, • (.7 )" o■--1 i-P6,54 \ ci d-R q f :,.. . . , . ?i,.6. 1 ' \_ _C vom . .. ,.•-;-. ,,, : A r ( c \ OV\—t f4 ro IAS ■ 1 SAr.. I k CI ... vA \ v‘c. *PC ct , , o I \Ai\ 4 I vtA (. /WI k ‘ 7 r1A.) : \roi:--k k vc Of 1-PSS 4- I- A /1 1 0 7 , , , , , ..,.-..-5, , ,,,,, I fi• 1:10t1P v . Inspector: - --- 9 „.04,,,, L Date: , ......,,i_ Y El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . 4 ' • ' ' ' . '''? • , , . Receipt No Date i 4,.. i re.,. _ • . tyz k i. i . i .� — , . • Z H W JU INSPECTION RECORD ) N ° • I Retain a copy with permit �� ) _I I_ 1 1 — -4.1- O Th v',4' i r ?. y: $47 .00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be /.r ; paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. u 71.4'41\Y - � " Receipt No Date kii,- r ti . ,:j ..,. t r: G. &il Y;', c � 9t a:,�(d ,S,xy�. •:t:' �. 'sn�.Mx�+.�wy.� -. u.x 'A . ,a » . ,. itta', ,+he itt:i ,' v''J N: ,v t,:ut'.t �., r.. ,S a;u o •%r:;:'" S<?,� .i „a.. e: ei ■ -- - — - - COMMENTS: -LL I" O V: filzy a 3 --1,A,..-S ot.r.--,‘,. . .., W Z Z kilt 1 1 i83 -(Li tA)- • 1 53 11 I Li) ) a -- 1 `-' ? (A1-2"'V\ - . 3i II 1 1- T c4 ei'jni I/ /2111 -1-4/441) x-11 , fg , .1 s t,) Inspector: i 1 Date: ) / , /2 s r;. ' 0$47 .00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be -; i 4,0,...'4‘ paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I ,U, i Receipt No.: Date: . , , , ., . .F t { eut..'!. ,n;"i. ",, '.m:;''f.,:, si `.s:. M;v 0.:'; <a., ii. l•.011.01t..' ".... • .: St',, b. *zsA4d`V,4is ir. %1:iC A ,,,x4 ,:1 1. i , iinit',.4. t i,:: ^.?; - i . ---, , -- � • • _ - . .\ . Z �S W 6 5 • 00 INSPECTION RECORD co w Retain a copy with permit Ada - I q J = l I 1— INSPECTION NO PERMIT NO O s ,: CITY OF TUKWILA BUILDING DIVISION W } " •' • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 3670 g J v`; J Project: � fief, Type of Inspection• Thf lr ) i e i 3 c Lis ' A �? = C� ,, .., Address: . Date Called: W i : - - 7 4� , /6 V `St' 1 c /0 �. / v_ ? ` .' Special Instr Date Wanted: a m j l 1— 0 /0/63/63 ` Ww . ,a, . !, � ' G�C�a� ' Re ? D . i 0 o t ./cV) 0 • i' �0 f Phone No 0 X : _ ' ,, aaC as - 7 - g6E / o WW ." ' a Approved per applicable codes. E3 Corrections required prior to approval. H IL F- — 0 r. . COMMENTS: , U w r ` d. 1 .0 /a f ,/,i1 �- C (::6 r� tL4.1.1 r�� -.,, j ,- vl l U Z . 2;. ; - Z," . srit ll G / 4 I Z / , "111- /4/ , . ' / , - /'I . . .6fA ve -. 1/ ' j . jz c, /t. (•� p .:. -.:. • „ A . ..Ai T . .� � !/ CA '� 3 • .' - I / / J / /0 vc rx- cg a .. � ` 3 ii /% 2 y Oc+ -(t`'" 4 : jR - dam - ` c P "? lP s,7 /6 41/ (9/ - •.,, , L1 rt rr . ; D (t: A , kb g_) - 0t-c J di_, i (,_i't. / V29 / - - { / 4 e 64 -6 g kz `' Ai/ " , ma t Ask'd f, Jµ ..I a•' ...-. ' 1 d=u ' 4 ;,'. ' Inspector: Date: n ; , .:,f,;:.. 4 U /0/V0-) 1 ifti, ) t $47.00 REINSPECTION FEE REQUIRED :'Prior' inspection, fee must be s : paid at 1300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. trtr Receipt No. Date: -., ," �..wr. - ... "�' nat w'm ,sot,.,Lsn,i,v;.>w . , • la..%,4 ,;.,:. f r§ n .t , , - .....- -,..4--,--- . i ) Z ta CL I ...t=7.r .-----;n.-1'-'7 - - -- 6 _1 0 1 I , INSPECTION RECORD 1 - \ - co 0 Retain a copy with permit U-1 6D. I- 2 I , ...1 • . INSPECTION NO. - PERMIT NO. 41 . . ) .. : w u _ CITY OF TUKWILA BUILDING DIVISION icd.! A uj 0 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 2 g ::3 ' Pr ject: Tye of Inspection: , u_ < I a Ac irk) ck f,41 ik-i5.1 Thew s A 1m - watbv eti2-0, u) = Add 411 - - , , . I— ILI I Address Date Called: (4 ct 1 tEg _SI I/ iiiiso3 . Spe ia Iions: Date Wanted: a.m. I— 0 Z I-- . 11.1 la 1,,,giff a-l-e-1706,--1 -(1/5103 cr5 Requesier) 2 n 50 k0 D 0 0 Phone No: 0 5 I-0 - O q a I- 11J UJ • I 0 El Approved per applicable codes. Corrections required prior to approval. I— , — 0 COMMENTS: Z • .'. • OCtrCA 5 -0? ¥\O r 0 141 p 1.-P 4 0 I— • Z (') . w .,A ,.. ......\ (Are . . . ip mi • . ,....... Inspectore ' ..)4 1ivve1/4. p rtr, Date: • 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be , OA: 46.A.,13 paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: rAMortt: Eafin t •-:',,,, ,, ....'-. 41: 4 . 1 ___________ , - - -- 1 rr., Z H W . 'r- r4 e.r, r. - r , M- T',,!v .. , f ^.T^..�. 6 0 • INSPECTION RECORD v w to 0 i Retain a copy with permit ��� f = Y —J 1— INSPECTION NO. PERMIT 9 CO 0 CITY OF TUKWILA BUILDING DIVISION 1 2 " 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 i g J Proje t: Type of Inspection: 1 ` �- a �t 1 C �v1 \\__\(..... v�c s! c,r�t I �iC r d - d Address: Date Called: . I W 1-n 1-\ S l oLi ' it 1 -1- -1 s ( ) 3 z Special Instructions: • Date Wanted: a.m ) Z 0 1- 1 -1b -03 p.m. WW Requester: 2 0 1: V CS��() 0 } Phone No: O — l;:: 2.1• -0 — U1.1 0I— E W W I pproved per applicable codes. a Corrections required prior to approval. I" — LL 5 COMMENTS: t Z ti W v) c icrAi`P C0 `�-e. 0-- z 1 3 1. 1 , F} : - J• ti ��P �,;± C.'R,'t `, ': f die sr n. 1 i , zi: Ins ector c n Date: i1 1. y 4 0 547.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be s . ; 1. s + paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. ' ;s '' .. 'rr 1 Receipt No.: Date: ' ° z fi: I1 „r 3 .� ', tir 12 '. , ..a . s a ' ....__,.4.t'' ., ::a, .. - w 1.. : 4, 4�+t,10.f -L...' f .w'44:› 44:.``,ym;w. - t:: , lr' - .: .. ,'i '"...lr. s.::::> >' .. n',,,. ... , ' ..,, :A6M .-g....4.! ..r. Li.kL'Af iZ4r)i1 /''S %' ah; Urvi.4i 1 A e:% { ` ' — z ~ W CL Project: Type of Inspe io LL Q 1744 i ?Psi(toi cc co d Address: Date Called: i H W Special Instructions: Date Wanted: a.m. Request ) W uj M l O D 0 ; ` r : : , . P NUJ U 0 °� 7r d ��� 7 0 WW Approved per applicable codes. 0 Corrections required prior to approval. I- U COM ENTS: :S,0 - N's6 f5. TL/-1/V ca ROA:ttite) c( 77ZAA-1 : , 4K- -f t L 71) SI C (0-L.4....N V t td K- , 1 f w "' ; . L 4 i ;JST� { 1 1 ' t`I a,f x. e Inspector: Date: (25: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be id ; : paid at 6300 Southcenter Blvd., Suite 100: CaII to schedule reinspection. t' .5,'c4 :".r Receipt No.: Date: '"L r ' ?'Q'� �f.:5� J I i:. P•• " � r ':: 4P1tSy.V ■ 4 i ... . , , , . ,I, 1 ,,:„,,,, o, , to, , ,.,., {u,,, , Yvfr,' "(o•:. 0;' , Xy*,.`:','PV"." .,..' `" •.."4)." . ''At'x `',' 4:tiJ:b}.taec'k?;+;:•F.1.•.F.i.. ...,1 , t " 7• ■,�..., .. i. ■ % __ _ , ,. ■ ,.. \* . .. - . , 1 D5' !: : . . ; z ' . -""- ' --- ' "" . T. .. _ .. .. ^ � WC ■ J V R INSPECTION RECORD... � _/ ,� � co d o� I -if W Retain a .copy with permit w = INSPECT •N NO. PERMIT 1 • / • -I 1— CITY OF TUKWILA BUILDING DIVISION ' - w 0 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20.)431 -3670 2 Pr j t: Type of Ins etio • . � a .� � J r W A dr s Date Called. = tL el Special Instructions: Date Wanted: 3/Q3 Re uest Z. Z O # 1— q D &iCo . WW f Dp Pho No: U to N D � (IR v CO V- 1 • WW El Approved per applicable codes. Corrections required prior to approval. H ~ COMMENTS: J r - O / /, /J /h 6t 7`t e l.. wz �, �,- t U N /4,11,. h0e 1.1 oil, to ( / t./ ?1/1 l= • Z , , , AA, 11; 1. -""- 73 , e 1 s .1 // > // u _ Li LI 1 3 / 11.E 1- eivngA 5 / ' 1 - / ledi d 2: • 5 ) c. pi-e 1 ,41.7 k--7 , S $ : 7 7 ;S T S 4 � vf \S �A /AA /' k cJA ' . t ip i` 1,1, i I/4 leJtiffc 4- 7 oL9 3 I iLafm, . nspector: Date: � : 4 41j-2-- ,,a1, r ; r.y Ge ❑ $47.01 • EINSPECTION EE REQUIRED. Prior to inspection, fee must be . paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. . _ . ,:` r `i Receipt No.: Date: ^� " . i` 371: �w : ;.... - d r:4kst.v2W4s. 7ltiiikAigclais, ixa.e t i xs: ,rec:cx;.t;... .. . 1 N ., - 1.4Zr - •\ . ' ...- \ 1 , Z ‘ 1 I- Z t.0 6 5 . 17:7 "" ." ''" - - - ' • , —J 0 00 • ep INSPECTION RECORD / , ., .d • „, .:- .-..- co 0 co w 0 • Retain a copy with permit a? — /7/ . 111 i -..i 1... INSPECTION NO, PERM! O. L CITY OF TUKWILA BUILDING DIVISION 1r uj 0 l . 6300 Southcenter Blvd., #100; Tuk ila, WA 981 88 (206)43 - 670 i ' Pro'ect: lig laT r” I .. Type ofA LL. ssection: , g 5 , . < 1 If? iv ; -... - Aut_IF 4 D D. .ddr-ss: -5 . s Date Ca1131: -3 . I w ..-- ...., 0 . . i ... Special Instructions: <- Date Wanted: 411 3 i Requester: I— 0 Z I- . LU uj 2 D 1 °V G' D (3 • C.) Phone w o: . (.0 0706 avid -404- 0_ Ei Approved per applicable codes. Corrections required prior to approval. vi w t u I 0 I— r - LL. r - COMMENTS: • Z al w C.) =I ...... (14. —kt.A. c--v-\_ c?..A../ a i,;',,,--\ . . o — • ....Q g_J( --0-1..._ r.".....".&.--- z 2 rtiv-Q4N- ‘? G---., k . • , ,.,- ,•-•,,--..,.,.., . , Yej7t,764. •-•" .' , Nat l 41 nspe or DI, 1 OS 6 REINSPECTION FE 2 REQUIRED. PrAr to inspection, fee must be -;''*44•4 s • t 6300 Southcenter B vd., Suite 1 oofCall to schedule remspection. Rece ot No.: Date: kgatg,VA \ , 1, 104 t.,.i.gh:4 ;•.1•1 vie te . ,i'■.'e is pd::,.';:, , ,' ,4, ,t , 'I ''.'.::. ..r. i .....■ ,._ .,___ .._„-. — - ___ , . - ... Z , 1 1— Z W Ce 2 1 • - INSPE ION NO. PERMIT NV 0 1 CITY OF TUKWILA BUILDING DIVISION w • r 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 g :I u. < Project: Type of Inspection: • .... L-- Mt 7:4-s/h/76e_ ifryfi /- 7 kw-- [r m» D i l Add res / e .. /. _ Date Called ' • 1 7 / L5 /IVI/ ,.) -5//3/03 . I Z F.- Special Instructions: Date Z I-- Requester 2 D : o Do h ()o . en Phone No: 0 CI 1- , 04(a q r •- I o i j i, I:Approved per applicable codes. Corrections required prior to approval. ' — 0 1 COMMENT A ...... iii Z . , i ii W )0 ; 5 4- ,/,/m.,izt/) . o u) 017 Al (c rig e /ei (...e___ fs-Se."--t. /3 1-- o • . z - - ,-,,.. • , . ,-- ., • g• . to ,. tr WO , Z,; ' !• Is; A P 'PI 1 : ''''?t s 1 i Inspector Date: 3....../ txt;i zatiiv.v.y 1/ 1 J$4700 REINSPECI10 FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i Ellp 1 Receipt No.: Date: te,reklni'll t ^ ' ‘ '-". ' ' ' ` , • Z ~ W rt • i .‘ 0 INSPECTION RECORD w w R a copy with permit .D02 —1 / _i 1.— tia�^ INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION O r 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Pro'e t: ir 1 (206)431 -3670 u. Q �� Type of Inspection: N � Address: / Date Called: f 1— _ 1 /? 2 y S. /4' q? ` 1 Specia Instructions: Date Wanted: Requester: Z O I P•m. _ ', , � uj D CI , - s Phone N o% v 24/2,61/46 O — o E- 111 u j I— • U Approved per applicable codes. Corrections required prior to approval: H U. COMMENTS: �+ Z 9 = l LLI CO i /, � Z/O � } �, c.z. /,,,, fr t.- -„ 7.'/m Z i -,,c.„„-74,..._v 1 4 1 H� Inspector: Date: I•T 'f I / Cr7r— " 4. " 14.-/Lia-- -S - * / 2 /2 /0 7 _ ' � ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. uH,r . Receipt No.: Date: y Y a � 1 ' f ` � 'l rtS, 1� 1. : ,. � . •,. ..,.... .. .. � n aUs a;sA.;,' :, ,.. �� r.;,.trSd �r.�..::a,ra;0l�•; s4tr+�' .,:�. NAY, >ri'r i: ?6 ' -- -- -- - -- •• • Z . i Z row ' ,.. � . , .. .... .. •. • r � .... .. `• :,-:: • t c . .. , . V " r •" "" 1 .. ., st _. � k+'SE : , r'. r'•} en: CL :!k::Y•AjLitiw•iF3..r<a;1L. ';;■%r ..1: % .4 re <:.1 .. � . o }. %,; r.;vt•;ii,. \ - .-- - •- . !r- -"l Z ; F— Z 4 W .. .. ( W V . U O INSPECTION RECORD . . w ° I w w . I, Retain a copy with permit 1 �" ? ' "" w = INSPECTION NO. PERMIT NOA / N W I ` CITY OF TUKWILA BUILDING DIVISION '-•' w o , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Q Project: Typ of Inspection: * . LL Q A44,e.s14 ,E5 /1: - e - BEET / 44/L., . : Address: Date Called: _ W /7? V -s. /4 y S / -- 7 y 6 Z Special Instructions: Date Wanted: a, � _ a 7 _ o3 � Z o � w w Requester: ' 00/VC t� U � . Pho No: O CO C3 I— w w Approved per applicable codes. 0 Corrections required prior to approval. I H . COM ENTS: . , Z Z w 0 — OH • Z I, • ,')f� �iu� 'iP"� 7 '41. ? , Inspector: ✓ Date: j ,r f I i f $47.00 REINSPECTION FE ° REQ RE D. Prior to inspection, fee must be I ' 0 ' ' I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. l'igi r Receipt No.: Date: E�ar ,wY;. ` , ii 4 ,r - o� �, X66 + , . ' .a.n7c :- :.�wv`. ;Rl.A�...an..w.e.;,• t'. .:Z.... ass.:.i. ., .k.,41 ,, . , . �. , , .. , ' ±i: .. . .. SArSro'r < ±i:. i44 : & 1-tg triN `sA,VI,: iq , : . ", ft:?;y'G'%05,' i . . -, ..e., r % 1 • .) ... ) Z < • • I I j-- Z C‘ •n *. I ••••,..,. .4... ,.. J ....„...., 6 5 ....1 c.: c.) o, , 1 co 0 INgOECTION RECORD 1 , co , Lir • , Retain a copy with permit INSPECTIO NO. PERM A 0., t") . CO U_ CITY 0 TUKWILA BUILDING DIVISION -I!, A 2 ■ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20. 431-3A LL. < Project: Type of Irgaection: • i / . D u) — 0 /4•/ Ze4 ./4/ . r6-2,-.)7/6.-.1.. i 64-044....) i Addres,s: 1 Date Called: . . ' V /6/ Ji /—/5 z 1 ._ Special Instructions: Date Wanted: c ) I— 0 / 2 - 4 Z ',,,, P.m. • Z F- Ill uj Requester: 2 D D 0 —, 0 U) • , Phone No: 0 — 0 1 c.7 • o - . 1.1 _ 111 ui ... / Approved per applicable codes. _Ei Corrections required prior to approval. U.. 0 OMMENTS: . .r.., r . • u) , , •-, - , .- I= I , h- 0 _ Z • - -,- -. - , , ) • , • N , .. - • . .. , ■ ' ...f.• T., jrr ' I ■": ' YA,k, t 1 At 1 1 , i ' l '' • - a (i ___ / , Inspector i . Date: 2 _, i Ag. d ..111 La / Ali , 1 1 kt ' i I El $47.00- . INSPECTI • FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I • ,,,, •••••. -40. 11 • • ' ••. • 'r f . . le AT 1 Receipt No.: _ Date: . I 2. 17 ) 4 , _.;.).;,..:;v03'" ' , ....-2..i...1.4:::, 0---- ` , ` v !'f. ,. ''' , .':.2•0.....;;;- . 4.1 , ..1-. , :i:..'.4.;.1".. 7 A.:t ,, =:ts,;;..i.:,..464.:-,,,J,,12.:,: ', .., ,.•,,, : ' qt.a i 'WO, V1144).M t ,V: AV • 71A..'.4,4,,,r,',.; 1,, ,,', ,o', 1 rr-0 ', A4 0 ■ 1 — • — : - ----- :rj3 t . t. . .•+a- .I '..x r . Insp • j. r: Date: s 4� s Es. 7.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be # i 'IS*,*: • aid at 6300 Southce ter Blvd., Suite 100. Call to schedule reinspection. 1 ' eceipt No.: Date : '"` ° `'` `' :A.'" t . ;z 1 41....,....e .L„.z , sr:.,:...,..• ., ._M il.. -, _:' _, ...n.i:..Z.c___ _. .....i_...s..._ _ ..,-.......^-..---..;.,___.- ^... _..._ _ . _ • -_ -- ' ..: COMMENTS: / t ; u - 0 j 1e, /, // ` S.la 4 ca /C- w K I '' • . ' ' ' C ' . 5 12-e ,e_ er , —i J ta 1 ,,,, i D-70 • ,,,,,,,:,.,, , ,. , - f *: Inspector: Date' �`, x5 • .. $47.0 - INSPECTION F E REQUIRED. Prior to inspection, fee must be ::::,vt „ :;.> paid att300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ' ti .. Receipt No Date: ' $ v x;! f .. `r• ., P.Y. �: w ! . } R ,. �#..0 •+ !.: -.! «..c .. '.5,., ^r __ ...r••..� tt r 474. i ■ ' -- , :,""—^- :,...--- ■,, . ' ? Z I UJ 6 5 , _j C.) ','. 0 0 -.'''',..-. „y:, 1 — /1 u) tu in a copy with permit PMIT NO w i V ,:;•,' . . INSPECTION NO Retain . ....U) u. OF TUKWILA BUILDING DIVISION.. -,,, / 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 26 • 4 1-3670 • : w 0 2 ?. , g 5 z: oject Pr. A , i Typ pcon: / e of Inseti ' i , ": . ' 44 1 n rckpity-ic76/973 /...% :,;- , e_.... - _ wn — a :. aress: i # 1 ,,4 ‘ , , e ,e,t. ,,.:., Date Called: : . i (' '- ' --- --- / 1-- ILI X. Special Instructions: „ ,../..4 . Date Wanted: m. ..., . I— 0 / Y i.) 9 - 6,.. 3.rn.) ... LIJ Ili '. Requester: 2 n ' . D6A)C-C) 4 F-1 (..e-2 / Ail iii Phone No : 5 — L •0 — - ' / 0(0 SA W u i Appr - Corrections required pp .3':', oved per applicable codes. El Correctionequired prior to approval .. I— S:2 ,k • COMMENTS: ,. Ai ., • 1 7 , ...S fr- t P. evc — i i 0 • ,,, • • - „v oop 4,4 to te, • z ci....,:-.. :, , - .., ,.•-• • / . ::::: ,. .• : . .,,.... ; .. ,i, ,,.: . •; • . , • , i rier , T.F'; l i , , , sk , . i A,..- . . 1 • ecto • Date: i . 4 Z4• 94 ' /‘4". 1 / =.. ""- ■ ,''' ''.:■'• ,t.":" , I. il- 47.10 REINSPECTION FEE ji QUIRED. Pri r to inspection, fee must be :i ' ME • . ,: ' pap at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , 4. ',.•) a ,, , Receipt te: , ,.a iv rtr .9 Pre.1, 1 ,,,..,...4 4 t: N. i , No footings of structures (including ther No structures, roadways, or parking Tots in this area. rockeries . .......•....... ..• ................ � . Min. 16' 2 or flatter ...... ..... • 1 _ ..........` 1 r- - Free- draining backfill; min.12' re 6 1 - 1 6 — — . , y / wide layer of 2' -4" quarry • •.■ • 1 /ARCHITE( TS ■/ NORTHWEST Architects Northwest, Inc. P: 425-485-4900 18915 142nd Avenue NE F: 425-487-6585 Suite 100 Toll Free:1 Woodinville, WA 98072 Email: archnwl@aol.com CITY OF TUKWILA APPROVED 0 C T 8 2002 1997 UBC • 6t111..DING DIVISM it 6 LATERAL ANALYSIS • -J 0 0 0 III I *FILE COPY ul 0 g 5- 4, PLAN M2400A2F-2 UJ I— 0 Z uj 2X6 CONSTRUCTION 1- RECEIVED I 0 CITY OF TUKWILA IL — '6 SEP 1 3 2002 co 1.= PERMIT CENTER 0 • 41ORRECTION • 5046 too. REGISTERED - • , 4,1 . :Aq- . r 4 v••• ■111#7/ a WM 7.1 2W. Alin .11 . Jtfl vnlv.zwv 0 2 91ffi flIkp ; etUal p() a. -1 atqttJal 4(0, ,N.1.6.141,10:tAVAW10: ■ , ., ' Plan : " "'2400A2F -0 ARCHITETS Lateral Analysis: NORTHWEST Date: 10/30/99 Lateral Analysis: 1997 UBC , P: Max Ht - upper= 27.0' @ Ridge; :Use P = 15.35 ave psf See sheet 10 for sail areas. page 1 of 11 P: Max Ht -main = 20.0' @ Ridge; :Use P = 13.50 ave psf See sht 4 for Design Criteria. See sht 5 for Shearwall Schedule P: Max Ht -lower = 15.0' :Use P= 13.22 psf Compute Wind Load x -x, y -y: Total Wind Loads a y -y, upper= 0.00 ft w x 0.00 ft h= 0.00 sf x 15.35 psf = 0 Ibs Z b y -y, upper= 10.00 ft w x 12.50 ft h= 125.00 sf x 15.35 psf = 1919 Ibs TWL y -y upper = 7291 Ibs , H Z c y -y = upper= 19.00 ft w x 12.50 ft h= 237.50 sf x 15.35 psf = 3646 Ibs W d y -y = upper= 9.00 ft w x 12.50 ft h= 112.50 sf x 15.35 psf = 1727 Ibs e y -y = upper= 0.00 ft w x 0.00 ft h= 0.00 sf x 15.35 psf = 0 Ibs J U 1 x -x = upper= 9.00 ft w x 8.00 ft h= 72.00 sf x 15.35 psf = 1105 Ibs TWL x -x upper = 7000 Ibs 0 0 2 x -x = upper= 18.00 ft w x 12.00 ft h= 216.00 sf x 15.35 psf = 3316 Ibs 3 x -x = upper= 14.00 ft w x 12.00 ft h= 168.00 sf x 15.35 psf = 2579 Ibs W = 4 x -x = upper= 0.00 ft w x 0.00 if h= 0.00 sf x 15.35 psf = 0 Ibs to 1- a y -y = main= 7.00 ft w x 14.50 ft h= 101.50 $f x 13.50 psf = 1370 Ibs W 0 b y-y = main= 15.00 ft w x 10.50 ft h= 157.50 sf x 13.22 psf = 4001 Ibs TWL y -y main = 14386 Ibs 2 c y -y = main= 19.00 ft w x 9.00 ft h= 171.00 sf x 13.22 psf = 5906 Ibs Q d y -y = main= 11.00 ft w x 9.50 ft h= 104.50 sf x 13.22 psf = 3108 Ibs LL e y -y = main= 0.00 ft w x 0.00 ft h= 0.00 sf x 13.22 psf = 0 Ibs ' N C7 1 x -x = 'main= 9.00 ft w x 9.00 ft h= 81.00 sf x 13.22 psf = 2176 Ibs TWL x -x main = 11759 Ibs H W 2 x -x = main= 18.00 ft w x 9.00 ft h= 162.00 sf x 13.22 psf = 5457 Ibs Z H 3 x -x = main= 13.00 ft w x 9.00 ft h= 117.00 sf x 13.22 psf = 4126 Ibs H 0 4 x -x = main= 0.00 ft w x 0.00 ft h= 0.00 sf x 13.22 psf = 0 Ibs Z E j Check Seismic: V = 0.1964 x (W ) w Ibs. V in full strength values max V seismic ? Q WOAup =( 1404 sf /rf + 1380 sf/ wl + 0 sf 1 fir )x 10 psf = 27840 Ibs : V roof= 5468 lbs. (for rho calc.) U W a y -y =( 0 sf /rf + 0 sf/ wl + 0 sf / fir )x 10 psf = 0 Ibs : V a y -y = 0 Ibs. : 0 plf g H W b y -y =( 360 sf /rf + 292 sf/ wl + 0 sf 1 fir )x 10 psf = 6520 Ibs : V b y -y = 1281 Ibs. : 89 pif W c y -y =( 699 sf /rf + 738 sf/ wl + 0 sf 1 fir )x 10 psf = 14370 Ibs : V c y -y = 2822 Ibs. : 202 plf Z U W d y -y =( 345 sf /rf + 350 sf/ wl + 0 sf / fir )x 10 psf = 6950 Ibs : V d y -y = 1365 Ibs. : 52 plf i W e y -y =( 0 sf /rf + 0 sf/ wl + 0 sf 1 fir )x 10 psf = 0 Ibs : V e y -y = 0 Ibs. : 0 plf - Z W 1 x -x=( 324 sf /rf + 296 sf/ wl + 0 sf /fir )x 10 psf = 6200 Ibs : V 1 x -x = 1218 Ibs. : 66 plf W N . W 2 x -x=( 576 sf /rf + 600 sf/ wl + 0 sf 1 fir )x 10 psf = 11760 Ibs : V 2'x -x = 2310 Ibs. : 90 plf U = W 3 x -x =( 504 sf /rf + 484 sf/ wl + 0 sf 1 fir )x 10 psf = 9880 Ibs : V 3 x -x = 1940 Ibs. : 188 plf 0 I- W 4 x -x =( 0 sf /rf + 0 sf/ wl + 0 sf /fir )x 10 psf = 0 Ibs : V 4 x -x = 0 Ibs. : 0 pif Z WOAmain= 2390 sf /rf + 3980 sf/ wl + 1154 sf / fir )x 10 psf = 75240 Ibs : V total = 14777 Ibs. W a y -y =( 273 sf /rf + 260 sf/ wl + 0 sf /fir )x 10 psf = 5330 Ibs : V a y -y = 1047 Ibs. : 50 plf W b y -y =( 649 sf /rf + 942 sf/ wi + 164 sf / fir )x 10 psf = 17550 Ibs : V b y -y = 3447 Ibs. : 304 plf W c y -y =( 834 sf /rf + 1 850 sf/ wl + 732 sf / fir )x 10 psf = 34160 Ibs : V c y -y = 6709 lbs. : 402 plf W d y -y =( 634 sf /rf + 928 sf/ wl + 258 sf / fir )x 10 psf = 18200 Ibs : V d y -y = 3574 Ibs. : 102 plf W e y -y =( 0 sf /rf + 0 sf/ w1 + 0 sf /fir )x 10 psf = 0 Ibs : V e y -y = 0 Ibs. : 0 plf W 1 x -x =( 539 sf /rf + 917 sf/ w1 + 218 sf /fir )x 10 psf = 16740 Ibs : V 1 x -x = 3288 Ibs. : 278 plf W 2 x -x=( 892 sf /rf + 1708 sf/ wl + 531 sf / fir )x 10 psf = 31310 Ibs : V 2 x -x = 6149 Ibs. : 280 plf W 3 x -x=( 959 sf /rf + 1355 sf/ wl + 405 sf / fir )x 10 psf = 27190 Ibs : V 3 x -x = 5340 Ibs. : 577 plf W 4 x -x=( 0 sf /rf + 0 sf/ wl + 0 sf 1 fir )x 10 psf = 0 Ibs : V 4 x -x = 0 Ibs. : 0 plf M' d t R411441 ; 1 fCg4i ' kTA 01 Fl : +- + ',1 SUITE 1 .,�, 1 r`r ;:vi t ' 18915 - 142ND AVE. N.E./ SU WOODINVILLE, WA 98072 y �:.,,� . { , PHONE: (425) 485 -4900 FAX: (425) 487- 6585`` k . x r .r3 ... �: t,'.:., r' ,.ii.: -, . r,. .. ..Jn1L r dttwx -L w1Y'U. � - � < ��.1 ..,_ ... ... .. - M4h �. %'3rf'k.X %B°M7rd.'M,ty'rjtdr:! ,'.aR'JJIf : a04WM3F 0A , U .. or ,... .. ,.... .rnr, nrn, :^......,....., ... ........ "' "i-xa rex,t *: /red . , .,_.,......... 1 . ■ - -� - _ _ - Sum SW 3 x -x = ( 1.88 1.88 2.75 2.75 9.26 tl If shear wall 2 3um SW 4 x -x = ( _ 0 0.00 tl If shear wall f 5 :ompute V x -x max. and V y -y max- i u-' ocation ' V wind V seismic /1.4 V max #'s / length pif governing force SW# pif SW # pif H W Jpper floor: Z = ■ a y -y = 0 Ibs 0 Ibs 0 #'s /I = 0 pif wind Use SW #: not applicable I' b y -y = 1919 Ibs 915 Ibs 1919 #'s/I = 134 pif wind Use SW #: P1- 6(198p1f) Z O c y -y = 3646 Ibs 2016 Ibs 3646 #'s/I = 260 pif wind Use SW #: P1-4(304p1f) W W d y -y = 1727 Ibs 975 Ibs 1727 #'s/! = 66 plf wind Use SW #: P1- 6(198p1f) e y -y = 0 lbs 0 Ibs 0 #'s/I = 0 pif wind Use SW #: not used 0 � . 1 x -x = 1105 Ibs 870 Ibs 1105 #'s/1= 60 pif wind Use SW #: P1- 6(198pIf) 0 F- 2 x -x = 3316 Ibs 1650 Ibs 3316 #'s/I = 129 pif wind Use SW #: P1- 6(198p1f) W 3 x -x = 2579 Ibs 1386 Ibs 2579 #'s/ = 249 plf wind Use SW #: P1-4(304p1f) = U nain floor: 0 a y -y = 1370 Ibs 748 Ibs 1370 #'s /I = 66 plf wind Use SW #: P1- 8(198p1f) ' b y -y = 4001 Ibs 2462 Ibs 4001 #s11= 353 pif wind Use SW #: P1 -3(389p1f) W c y -y = 5906 Ibs 4792 lbs 5906 #'s/I = 354 plf wind Use SW #: P1- 3(389p1f) U H = d y -y = 3108 Ibs 2553 Ibs 3108 #'s/I = 89 plf wind Use SW #: P1- 6(198p1f) 0 /- • e y -y = 0 Ibs 0 lbs 0 #'s/I = 0 pif wind Use SW #: not used Z 1 x -x = 2176 Ibs 2348 Ibs 2348 #'s /I = 199 pif seismic Use SW #: P1- 4(304p1f) 2 x -x = 5457 Ibs 4392 Ibs 5457 #'s/I = 248 pif wind Use SW #: P1- 4(304p1f) 3 x -x = 4126 Ibs 3814 Ibs 4126 #'s/l = 446 pif wind Use SW #: P1- 2(516p11) ' Jerify Capacity of Designed Shearwalls: • *per floor: 3um SW cap y -y = 54.33 If x 198 plf + 0.00 If x 100 plf = 10758 Ibs > 7291 F.O.S. = 1.48 : 1, OK Sum SW ca x -x = 54.51 If x 198 If + 0.00 If x 100 If = 10793 Ibs > P P p 7000 F.O.S. = 1.54 : 1, OK nain floor: Sum SW cap y -y = 83.83 If x 304 plf + 0.00 If x 198 plf = 25485 lbs > 14386 F.O.S. = 1.77 : 1, OK . Sum SW cap x -x = 43.09 If x 350 plf + 0.00 If x 198 pif = 15082 lbs > 11759 F.O.S. = 1.28 : 1, OK Redundancy Factor Check: Vmax for "p = 1" Vmax = (2)xVt / sqrt A A= 1360 sq ft Vmax = 801.4 , Since 801 pif > full seismic of 567p1f at main 3 x -x, no added redundany factor required. iorizontal Diaphragm Shear: r.4_ Roof diaphragm: b y -y: 1919# / 14.33 ft of top plate = 134p1f< 140pIf. OK Use full ht studs under scissor truss. ;izy£rl ) . i Roof diaphragm: c y -y: 3646# 1 140p1f max = 26ft. Design truss for added 3634# lateral Toad. Use continuous solid blocking SW to truss. r• CO :rc: ' = � Roof diaphragm: 2 x -x: 3316# / 140pff = Use 24ft of sheathed wall to deck between trusses, per Det #5. (Or design truss bracing for 3316# lateral Toad) Roof diaphragm: 3 x -x: 2579# / 140plf = Use sheathed gable truss to deck, per Det #4. „ 4 5 4 Jpper floor diaphragm: b y -y: (4001# - 1919#) / 14ft of continous top plate = 149pIf < 177p1f OK Jpper floor diaphragm: c y -y: (5906# - 3646#) / 20ft of continous top plate = 113pIf < 177pff OK , _ hra m: d Use details # 9 and #10 for tranfser from SW above to roof deck. 89 If < 140 If OK ^ ' '' Main floor roof diaphragm: P 9 y-y: P P 1�A.,,,,,Fe 3eneral: Use P1-6 sheathing at gables and gable end trusses continuous with sheathing below. 4,1- �;,;' 18915 - 142ND AVE. N.E./ SUITE 100 WOODINVILLE, WA 98072 ,z {! . r ,,�f� PHONE: (425) 485 -4900 FAX: (425) 487 -6585 '�CiA.-Z ' " " "'s''`' 4ir,. ( ..,. •�" ...'f. .nv aM 'xw'm.' /(. ; ntdmt,<;r, . . W ",'. .`y,,., , , n . .. k.. • ..�'�!' S: }' -z, lvv2) sxun�- wn,+.....v:uv•...v.. » .... ... ...... ... __ '�_ , • . i WHITED - ft NORTHWEST Date: 10/30/99 Plan : M2400A2F -0 page 3 of 11 : heck Overturning for Holdown Selection Uplift = [(ht x pif x width) - (2/3 D.L.x 1/2 .n)] / width Vote: No roof dead load used to resist shearwall overturning, It is considered equal to any uplift force from wind. .ocation width V plf ht. M /width DL /If Uplift Holdowns selected ipper floor: y -y = 14.33 134 plf x 8.083 ft. h. = 1082 Ibs - 80 Ibs = 704 lbs. Use : H6 w/ ( 16) 8d nails y -y = 8.00 260 plf x 8.083 ft. h. = 2105 Ibs - 80 Ibs = 1894 Ibs. Use : CS16 -46 U -strap w/ (28)10d nails 6.00 260 plf x 8.083 ft. h. = 2105 Ibs - 80 Ibs = 1946 Ibs. Use : MST48 w/ (34) 16d nails i y -y = 4.50 66 plf x 8.083 ft. h. = 537 Ibs - 80 Ibs = 418 lbs. Use : scheduled nailing 21.50 66 pif x 8.083 ft. h. = 537 lbs - 80 lbs = -31 Ibs. Use : scheduled nailing z 1 x -x = 18.50 60 pif x 8.083 ft. h. = 483 Ibs - 80 Ibs = -6 Ibs. Use : scheduled nailing • F Z t x -x = 9.67 129 plf x 8.083 ft. h. = 1044 Ibs - 80 Ibs = 789 Ibs. Use : CS16 strap -36 "I w/(18)10d nails U1 16.00 129 plf x • 8.083 ft. h. = 1044 Ibs - 80 Ibs = 622 lbs. Use : H6 w/ ( 16 ) 8d nails Q 3 x -x = 2.67 249 plf x 8.083 ft. h. = 2016 Ibs - 80 lbs = 1945 Ibs. Use : MST48 w/ (34) 16d nails U UO 2.67 249 pif x 8.083 ft. h. = 2016 Ibs - 80 Ibs = 1945 Ibs. Use : MST48 w/ (34) 16d nails CO p 5.00 249 plf x 8.083 ft. h. = 2016 Ibs - 80 Ibs = 1884 lbs. Use : MST48 w/ (34) 16d nails CO = J 1— main floor: U) 3 y -y = 16.33 66 plf x 11.500 ft. h. = 756 Ibs - 100 Ibs = 218 Ibs. Use : 5/8" AB w/in 12" of panel edge W 0 4.50 66 pif x 11.500 ft. h. = 756 Ibs - 100 lbs = • 608 Ibs. Use : STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge 2 a y -y = 8.33 353 plf x 8.083 ft. h. = 2854 Ibs - 160 Ibs = 2414 Ibs. Use : STHD1ORJ w/ (28) 16d sinkers, 8" edge dis g J 3.00 353 pif x 8.083 ft. h. = 2854 Ibs - 160 Ibs = 2696 Ibs. Use : STHDI4RJ w/ (38) 16d sinkers, 1 1/2" edge 3 y -y = 16.76 354 pif x 8.083 ft. h. = 2864 Ibs - 160 Ibs = 1979 Ibs. Use : STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge ll d y -y = 5.50 89 pif x 8.083 ft. h. = 718 Ibs - 80 Ibs = 573 Ibs. Use : STHD1 ORJ w/ (28) 16d sinkers, 1 1 /2" edge 29.50 89 plf x 9.000 ft. h. = 799 Ibs - 90 Ibs = -77 lbs. Use : 5/8" AB w/in 12" of panel edge 1 x -x = 3.00 199 pif x 8.083 ft. h. = 1605 Ibs - 160 Ibs = 1446 Ibs. Use : STHD1ORJ w/ (28) 16d sinkers, 1 1/Z edge 3.50 199 pif x 8.083 ft. h. = 1605 Ibs - 160 ibs = 1420 lbs. Use : STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge 5.33 199 plf x 8.083 ft. h. = 1605 Ibs - 100 Ibs = 1429 lbs. Use : STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge 2 x -x = 16.00 248 pif x 8.083 ft. h. = 2005 Ibs - 170 lbs = 1107 Ibs. Use : STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge co 6.00 248 pif x 8.083 ft. h. = 2005 Ibs - 170 Ibs = 1668 Ibs. Use : MST48 w/ (34) 16d nails 3 x -x = 1.88 446 plf x 6.500 ft. h. = 2896 Ibs - 65 Ibs = 2856 Ibs. Use : STHD14 w/ (38) 16d sinkers, 1 1/2" edge di 1.88 446 pif x 6.500 ft. h. = 2896 Ibs - 65 Ibs = 2856 Ibs. Use : STHD14 w/ (38) 16d sinkers, 1 1/2" edge di Notice: concrete curb raised to achieve 3.5 to 1.0 slenderness ratio at garage door side panels. ...: 2.75 446 plf x 8.083 ft. h. = 3601 Ibs - 220 lbs = 3402 Ibs. Use : STHDI4RJ w/ (38) 16d sinkers, 1 1/2" edge 0) 2.75 446 pif x 8.083 ft. h. = 3601 Ibs - 220 Ibs = 3402 lbs. Use : STHDI4RJ w/ (38) 16d sinkers, 1 1/2" edge F i O • Holdown and Shearwali Summary • z Use ( 13 ) STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge dist. Use (1 ) STHD10 w/ (28) 16d sinkers, 1 1/2" edge dist. Use ( 6 ) STHDI4RJ w/ (38) 16d sinkers, 1 1/2" edge dist. Use ( 4 ) STHD14 w/ (38) 16d sinkers, 1 1/2" edge dist. Use ( 2 ) CS16 strap -36 "I w/(18)10d nails \ Use ( 2 ) CS16 strap -461 w/ (28)10d nails • Use ( 11 ) MST48 w/ (34) 16d nails Use(2) H6w /(16)8dnails Shearwalis, plate nailing and anchor bolts per schedule - as Indicated. , i; g .-; • 1 t `{ • k .tom S ( *.it IAA i'-y 1 � ' li �h 1/ .i:�. a LS 18915 - 142ND AVE. N.E./ SUITE 100 WOODINVILLE, WA 98072 '' ' *x PHONE: (425) 485 -4900 FAX: (425) 487 -6585 ,,,,z; z ' 1 t` i - • ........_. . . .. _...,•. -- H- MYwNMw•EHKM.w*1Mi+icw.v:MiKi .MU. .nrnfm w....w...ns.,wf.M AAA ..6aiVwil' • ^ " ^ " " fi � TJ2 j .. .i• ;:.:....:.:, ..j :,.. •.'s.:'. ,•.., i..., .. :••t: f'fl' - : ..n.Nr ri �t'.`Tt'!:4 .... r. . ... nM, r..S:.nv.,i. t , .\ ., ,,,,, ARCHITECTS c.�WC) CALCULATED BY _.. NORTHIN DATE L O ( 3a l ` i 4 SHEET NO. 4 OF 1) Design criteria per 1997 Uniform Building Code: 80 mph / exposure "B" Wind per Section 1615: Design Wind Pressure: . z P= CexCgxQsxlw . HZ Ce= Exposure Factor; Cq= Method Factor; Qs =Wind Stagnation pressure; Iw= Importance Factor w Site/,Project Specific Values: v 0 Ce = 0.62 (Exposure B @ < 15' H); Cq = 1.3 (Projected Area Method per section 1621.3) w L] Qs = 16.4 (Basic Wind Speed = 80 mph); Iw = 1.0 (Standard Structure Importance) w = . J 1- CO LL Calculated Wind Pressures at Prescribed Building Heights: • w 0 P = 13.22 psf < 15'H; 14.28psf < 20'H; 15.35 psf < 25'H; 16.20 psf < 30'H; 17.91 psf < 40'H 2 j i u) a f Earthquake per Section 1626: I w 1 j Base Shear. V =3.0 x Ca x W / R (Simplified Static Method equation 30 -11) . o I Ca = Soil profile type Sd, Seismic Zone 3 in table 16Q z O R = Rotation value from Table 16N ; W = Total Seismic Dead Load ? o U . • Vertical Distribution: Fx = 3.0 x Ca x w / R (Simplified Static Method equation 30 -12) , H w — Site/ Project Specific Values: H ill U Seismic Zone 3; Soil Type Sd; Ca = 3.6: IL- 0 R for wood structural panels =5.5 (plywood shearwalls) i Z . R for all other structural panels = 4.5 (gypsum shearwalls) o V(plywd) = 0.1964W; V(gwb) = 0.2400W . 0 H • z Redundancy Factor: p (Equation 30 -3) combined with r max equation (Section 1630.1.1) . creates a design condition to attempt to keep p = 1 or Tess. Vmax is determined to verify if additonal redundancy factor (p) is needed. (Vmax = 2(Vw) /sqrt A) • Standard Design Information (Unless noted otherwise on Plans): • Lumber grade: HF #2 or better; HF #3 © studs • . Glue -Lam beams: UBC Combination 24f -V4 . Horizontal roof sheathing: 1/2" CDX- -7/16" OSB w/ 8d @ 6" oc at edges (140pIf allowable diaphragm shear w/o blocking) Horizontal floor sheathing: �i -; :: • 3/4" TAG CDX plywd w/ 10d 6" oc at edges 177 If allowable diaphragm shear w/o blocking) ' ; � � P yw 9 ( P 9 ) " , , Shear walls: See shear wall schedule: ' Note: gwb shear wall capacities are halved when resisting seismic forces. k. 121 ' Anchor Bolts: 3. 5/8" dia x 10 "L @ 48" oc, typical, unless noted otherwise. A307 or btr w/ 7" min. embedment. t , 4, 18915 - 142nd AVE. N.E. / SUITE 100 WOODINVILLE, WA 98072 Exposure B 80mph FAX: [42 5) 487 -658E PHONE: (425) 485 -4900 341.:ra j _; u .3fie,r j..ia.4r.r... -.. , }..as.`w.. R..n'ie: ' "*., .. . .. ........ . ................,..._,. 1 o I ••■■••■■•■• • .ARCHITECTS J0B •_ 4 c H ter v CALCULATED BY II NORTHWLST DATE (� l sa (91 SHEET NO. 5 OF ( k —.. SHEAR WALL SCHEDULE (see 1997 UBC tables 23-11-1-1, & 23- 11 -1 -2) P1-6 v = 198 plf 1/2" plywood or OSB equal, w / 8d (gun) nails @ 6" o.c. Anchorage: 16 d nails @ 5" o.c. OR 5/8" AB @ 48" o.c. to conc. Z P1-4 v = 304 pif 1/2" plywood or OSB equal, w / 8d (gun) nails @ 4" o.c. Anchorage: 16 d nails@ 4" o.c. OR 5/8" AB @ 36" o.c. to conc. w P14 v =•389 plf 1/2" plywood or OSB equal, w / 8d (gun) nails c 3" o.c. re 2 ' Anchorage: 3/8 "x5" lag screws at 12 "o.c.,or 5/8" AB © 30" o.c. to conc. n • Use min. 3" nom. Studs adjoining panel edges. 0 0 P1 -2 'v = 516 pif 1/2" plywood or OSB equal, w / 8d (gun) nails @ 2" 'o.c. Anchorage: 3/8 "x5" lag screws @ 9 "o.c. ,or 5/8" AB @ 24" o.c. to conc. w = Use min. 3" nom. Sills and studs @ adjoining panel edges. N u P24 v = 608 p1f 1/2" plywood or OSB equal, (2 sides), w/ 8d (gun) nails a 4" o.c. ui 0 Anchorage: 3/8 "x5" lag screws @ 8" o.c. or 5/8" AB @ 18" o.c. to conc. 2 HOLDOWN SCHEDULE o updated 7/30/98 # listed for 1/97 Simpson Strong -Tie cat, # p E • . Z S T HD10RJ w/ (28) 16d sinkers, 1 1/2" edge dist. 2745# 2575#@6 "c. hem -fir table STHD10 w/ (28) 16d sinkers, 1 1/2" edge dist. 2745# 2575# hem -fir table ' STHD14RJ w/ (38) 16d sinkers, 1 1/2" edge dist. 4430# 4220#@6 "c. hem -fir table STHD14 w/ (38) 16d sinkers, 1 1/2" edge dist. 4430# 4220# • hem -fir table l HPAHD22 w/ (12) 16d nails, 1 1/2" edge dist. 1564#@6 nails added for hem fir HPAHD22 w/ (16) 16d nails, 1 1/7' edge dist. 2240# @8"curb (16) nails max at rim joist , HPAHD22•w/ (19) 16d nails, >8" edge dist. 2607#@6 nails added for hem fir. 5/8" AB w /iin 12" of panel edge 500# CS16 strap -36"I w /(18)10d nails 1353# nails added for hem fir CS16 strap -46"I w/ (28)10d nails 1650# nails added for hem fir • MST37 W/ (24) 16d nails 1850# hem -fir table MST48 w/ (34) 16d Halls • 2945# hem -fir table :�.�; ' MST60 w/ (48) 16d nails 4415# hem -fir table 4� .fi3 MST72 w/ (56) 16d nails 5150# hem -fir table • ..",,,,.v;,"-, . � HD10A w/7 /8" SSTB28 A.B.w/ (4) 7/8" bolts 7823# value reduced for Hem Fir ,Oa ; HDBA w/ 718" SSTB28 A.B. w/ (3) 7/8" bolts 5301# value reduced for Hem Fir v x } , M...3 . HD5A w/ SSTB20 AB w/ (2) 5/8" bolts 3038# value reduced for Hem Fir ` s, 4' • HTT22 w/ SSTB -20 A.B.w/ (32) 10d nails, 4085# value reduced for Hem Fir `r, §;r 2, Y A35 FA. w/ (12) 8d nails 450# value reduced for Hem Fir '�$:'''` ¢ }�itiru , i.' X4{ 9 6 : t 1:'• jh t` 18915-142nd AVE. N.E. SUITE 100 WOODiNVILLE, WA 92072 .; ‘ , � } PHONE: (425) 485 -4900 FAX (425) 487 -6585 'l. +�.t S.; "1i., }':`'..'. .t;t;•aFy:,i: + .1 .:,: r... •., ,:.,n a':ikw4,{ '•fie} . ,'`'h '"ir.•'rn:. -;:J ::;:h.'.M `k.i ,.sb r. av x+:wrara rw.....n�w. ,.•....r.,�..>,..w,... ... ,v+."w"w.aW'fw�'era'rmKrs ..r,.nr•,w.e,....,,.,.,...... .. ...... n -• .. rx.. ., . „N.1f7F+i 'tn, `, _ . 4. . JOB �i 4oaA2 r‘: -ca 4ARCH CALCULATED BY o e F F::42 1 NORTHWEST DATE (0 ( a ( SHEET NO OF 1 2 3 r 41 4 `t 4.. z ----""'Id y • ' 7. � l I.o ( u , k � w LJ . O t QI c " > i w � — a ,a i N Iv ° g g 1 Q o — z i --•- Y fY K I f.�r 7.0 BI v. Ul • t; MAIN F i W I 8 TI ' • j z Ili I I ; i — 0 I 1 t! 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T_II• A= J I b' RAKE O N '"P. f: �;�r,;,,! ; �Cl MAIN PLOO ikiRi>Y '` AVE. N.E. SUITE 100 W00DINVILLE, WA 98072 's't�'' 18915- 142nd / p ;I PHONE: 1206) 485 -4900 FAX: (206) 487 -6585 k4 T� ' �•, ,t ..s. r! .M } .gyp,`t,.,, "nv7tctN... rncr- .... w.�.......,.•�.va:uuGx�;u'•,.•r ,,.,...,.,,.,..r,........ _ __ ..�r:>,t.;vn.l�MB+`7N:'..A'f� �� , ... • • JOB h F.-_ 0 r ARCHITEC7TS CAl CULATED BY pea. FAR NDRTI•-r"WEST DATE t of •1'? SHEET NO — 7 OF 1 2 3 4 y 7 �J' " J . (I,v • fi.5 , .1 ;E- z �` w JU . 0 t� LINE ° OF ROOF 9' OW 1 N U. • • •• ._.._.. .. .r. L1 N?OF WAL' 3 =DW 1 -NE c F r • w 0 1 I °OST_ 9 -OW _ 2 • I J 1 -+� .._ 38'-C- _ 1 = Cl I N X-0. 1 a-O' la b-v f i kg f ( / .. r / ZF^ 1� ‘• i ('- i. •3` f Z A- u(J. 18 ° u" 1 z t— le .........> _ ______, __ 11432 r t r C W L °_: FUL' I+.EI6HT STUD5 • r - a °a° YLIbHT I I G Q • 1 • -IN= OF INT i I � � f 1 11 . II' -6 a!".F. . 0 f " 1 vat- 1 i / I OPEN I I Y I o _ I 1` 1 I I TO ..EL W 1% I W w 6 p I MSTR B DRM � '� Ij � - — —. i 1— • �i� u 'Ji I GAR° =7 f ,1 .�- SI••o.. - • 36''x. °. . -. ._ O D I p �tire j - a v_ ] w g I n ..... . --- a 1 d - b °G i in SD. - I IL I I c Q� -. .. I .... —•� - F� rC' - STRIP' Q I ,%6 ` :2 q I I m » A O • V - f�� I � i % _ I IM"L : / � �• J , ., I„. 5K =16 Il ' z a �• • \ .T a 11 . 43 I V e ' W/ AM 6 L . L I tl1 Y s O g g m I :° BED 2 I m 1> e- • _ ry " GAR°QT I I LLI I s � I 1 : • APP. m b' . .L t . It m j C I i ce . I �'. 0 ! 8 W. I a I r" , ! ..b . .O �I --&–•••••■••> aft " ' vi - _- ' 11- - 5 9I -=vLO p ✓ y ell Ea IG I ,i - - -' HA LL ; ►_-. 5 . m - - -- lel . Om AItY9T I el D. ( Jja n ¢, . 5 � '1 VINYL 1 2'6° 5 91 -FOLD _ . _,_ 9 . . - ,,.. .- UT IL .) 'n • - ° , W eth" 4 v Q 1 N ` 2.6° - 0 VINYL 2,b Z •. 4 / _ . WALL /� i 51 - /M�OL ° E FAN 1 It U. t J = r , I -IJ I f�. E7 • \ 1 • I TO 9E INTEGRATED YV " Mi n I . 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(MIN) NON- •r 51E$MtG SYRA' ^� ;� , I Y1I IGOMBU T - FLU5H NEAR -• L' ''11 n I I �� , , y _ ., ;.M �l en.. J5T5. ' DBL. STS. 5 I /0'x13 1/2' 6_ 9. 3aa= ✓a 1' t ,... I — II OP . ABV. - - - _e .x � UPSET INTO ✓Vd_ ABV.";.f I " " '� "'T"ii 1 • ABV. 1 p ,I SIMPSON /V41G�� � 2x6 r ;;.'1,' • - - - . . - -. .... D UCT ill DAMPER 50 DO . . TG — IJ '• 9 S �t. , rk'x•. F ..�.._. ' , BO M OF •;015T5 -,0.- r • a : i >) i re T ; L i : :"4 `. . LI6HT16 -T ,.. x r. Ogiti 18915-142nd AVE. N.E. / SUITE 100 . W00DINVILLE, WA 98072 =z . PHONE: (206) 485 -4900 FAX: (206) 487.6585 4i IWAV % $ ' td + `"7" 1 .;,1 . , 5 i 1 - fi` W.#?fi4 VIJM Y.M.,.�i1"JM,,,,,,,r.:,, ,4,.. , «, ••••• , - ,.. ,„r . +t,x a.. .a i I - 1 ■ - ..-- • . --k.. --, .1 ,.. ' 1 1 _ ,. • . .... . .. .. . • . .. . W' .JOB he#1 1 2 400 A.1.,r... 0 CALCULATED BY - 1:› P • NoRTHwEsT DATE tot i0 ( 1ff SHEET NO 9 OF 11 \ 2 3 ...- ...- • • 1 —1--- 9' i 1 z • Iii. • 7 , 1.. • 1 . . „,„Lu ,...., • (I) crk 0 to tz-i . . _I c.) . (....) i 1 , 1 v . i • :I 0 6 D x 5 fbc 5 . r Cl j • ‘"........."11) 1 .. Er — . .., 7;_-_... VIP — . . • i i' . 11.1 i. -J i ', I 1 • a . 511.6-0(fr .d. R-P9AR , 1 . 0 LL . 1 I LL:I I • lee O.C. 24 LONG I L — — n1 0 I i .1.1 Ark 2 . IA'xEC 01 I --- 1 i 0 • 4- I rii i NE _ . 1 1 * 2xIC F.J. e IC' 0.C. I Is 0 ! C. ..1- I II4.I 1 t -- co ' V GONG ,r, D 0 1 ri 1 . 2x10 =J. • 16• 0.C.. , 1.. i O. 4 I yoo _. I , ,. 1 ''°: CRAWL. SPACE I ..— i i ! -- ,.,..,,,,, . , LINE , I uj 1 : b MIL IBLACKJ V.5. 0 11 PC5r. X • 11-- 1 1 • : 1 Iik I ...,—, • 1.5E P.T. RIM JOIST . Z 1..... ! 1 113 • . vz. I -..._ il..., : r 0, , , 1-• 0 1 _ . . . ,• , ....,......_ z 1-. , • .0 . . :4L... ..ISTS. ' ill •I DEL. .......T.S. resvAsTowt. OR I j 1 1 'c' ICI FLAS441N6 FOR WATER 2 D i PROOFINS &kJ -- I -- D 0 • I i V L. ...sTs. IE. 11 -- . __...,, (...) . 1 1 ■ (1)S itiS j 2 R lb do c f 1 - — ' 1' 2 c.) I . _ . i- ta h ■ . cm L. -srs.7 1_ ILI u j . . . 1 0 re.A.Thez. STRIP 1 -4. ” ----N- 1 • • 1 i IL, <II „,_._sT5.1 : . ! ,i... 1— 1 • . C.P11. • • ,, § ED . il) STUD! 4 Ai IL• 1 7.t '... %.• I ! FLOOR ABVIII, 2x10 F...I. • 16' OZ. 4 ft1 I ' 'I i i. pm. - sm. . *V I 5 '1,, C t Lit 117 i ii Z , 1 % CO I i \ i , 2x10 P.J. • 16' 0.C.1 C AIL' 4...■ , I .9 • \ . • f • 16 O.C. . PACT- . 1 = I . . 5 •i. \ • i ! ■ 1 ;r i „ . . ■ 0 ! • . I . • :t 1 AI 1 r 1 9 . .- LLIII , 2 I 1 i § O : xi, 6! 7 1 , 1 Itl 1 c; . I u_ 0544040 . o in 4., 1 Er Ilil in 1 DN. • . i's 4.11N6 T FOR - I vii/ . ' imism jL IIIEIF I 2°11 - '.46 . 1 •, , ga110/ -i SIIMIC•5 . . k . . . .6 _ . DBL. -5TS. __W 1.21.1.1.. XI . 1 . . Wilr -°' 0/11111101 I 14 I 17-0 2 MI . i 4.••■••■ AR TH5 A -- I. i CIO • • • •---C . JOISTS r I. • . . . .11 . so ■T. VENT. a AN IN` ATE FLOOR A Bs/ CONTINUE FOOTINS — , 1! er 5D9AT14 0.N. DOOR - • .1”. I• )... •■ 23410 . PJ. • 16' O 0C r, • - . i 1) EDSE OF SLAB . t) • I . . . 4, SL • B ON GRADE . . CC . OVeq - 6 MIL ' KJ V.5. OVER . . 1 .. 41 -., .- .. :., . S . - KLAR FILL SLO A TO 014. DOORS TURN DONN SLA5 — 1 INTO FOOT1N6 11 _ .• 0 t . , . i • DEL. JSTS. ())it 4lb e Pau 1 . 1.5.o , '17 :, litMl. ri • ,,,i 1 g . 1 ,,,, v . st j ai 1 %.1 ki URN. • i - OCK-ar CONC. FOR F DUCTS . .4 i .!‘'. "4 A AO -a . . . ..• . .___...., . i •.\:4,.. 1 , 4,,, I ti j . 7.5. 1 1 I V 5. E3 . . • • . t i 11 .:, r.p. fray. • • tir ._.... • .. . i 0 f • . 7 ,..,, • . 18915-142nd AVE. N.E. / SUITE 100 WOODINVILLE, WA 98072 . PHONE: (206) 485-4900 FAX: (206) 487-6585 •'•;,ft.r., ,,...-........, . ! . . . . i. . . ! . • __ -- -- , �� - I 5,4,,I.: GOR R C TRIM AT . _ ' .• I� I1A wig � ' S ° • LL Q 1 1411 4 1 0114 = W 3.2'y sa -.��_ mow- v� / _ �` Tom_ w i ar=t, t i : �rlt fib o 5-r; • •u I�� n �� � .: a. • — , — momma' :..tea /� F - O ti �, - �'s . _ _f ��` ► Am.,' • I � ..1 2x6 Z I — x6 GG a`Ea fi' J 1 D ❑o �!. ■ ■ '� I ' ' 1 `� ` ' w W i sI ID46 �I J I F - • i rim 1.1 _P••• _r�irri,. - -.-rl V - En 1 a ' �1 �i1� �j �1���� gs wp - - - , j 56 1 _lf� 2.: O u) ^ x _�� �! _ _cog ® O i� y III 'I I � - � kl L • A MAI W F _� _ g 1 1 _ .�.._ ,x10 TCIM • � p ` V 5/4x6 WINDOW 'MINI 36 NI6++ P - RAIL Y'1/ • L:61•4TYL..:6Hr 5' - Z _— _ re.. sx4 o • I• n. .moo a ..eo U� ■ 2 Z If • . ^� • II Is ! ` SID,. MPS 1 \ ' Ik Or i a. , ■•■ A i=1=LirfAier i=11b k..k. i" .� \ ►� ,. I / ..1 �/ i JI.I�'` ,►fir = *IC ; L i � , 1 © i�:,.�.. _��:� ■ ;41,- M. 7 ti, --H mwrr:401.- 1,6.. --rob. r IL 'mini �►7 0 01 M ak. • ... , '.■1 . . I 1111•11. . ■ At ; -40, •••••••I • rgl■ ` ....-. •rr i .> use . 1 - r4I - Aierr: --±mff=.;,... 31PP -......===.57....A.rm-a..- ....... N r c II. 2 7.- e P . , ... ......... ,. ..... ........ „......,,A.,„.„„,„ ,,„:„..,„,,,, t>< �ff_f- U i s � 2x10 TRIM ":', - �+ t ^' .'.. 0 —oAT1O SLAB °!^:;i7� },•j;,.'�,":P, ;.AP 51DIN6 640 1 12915 - 142nd AVE. N.E. ! SUITE 100 WOODINVILLE, WI 98072 . _:;... nl., I"' I n nnn x r1 C t r�14,,MW W mesa:x PONON etrO w iess:wMOOLW rkeri M - .• , « . ...N...._. PAY 111"-w.1 rA 4 r 7. 1,1V. r , ' . .. uu.. ,, ..r.+�•, wa>rn«.wt.,..w..,..�q...•..,. ..._.......... . R..• rrorx•. ti,, %F'v?9'':^..!�; I mt ---- N'l ARCHITEr,TB JOB ht 24M F- 0 NDRTHWEST : uL AThD 1 B;; 1 3aIc SHEET ND. 1' pF < TYPICAL END CONDITIONS z • . _ :j • . ,� z W re 2 I NAILED J U icit .. PORTION U O SIMILAR N �l. • • 1 Spm a ?!UOfl •• 1 — • Hama i'FR ( �R n ~ _ la Clear Span CORN .- Z F- MST37 W/ (24) 16d nails 18500 ir e _ Z O MST48 w/ (34) 16d nails 2945# W MST60 w/ (48) 16d nails 4415# Typical STHD14RJ MST72 w/ (56) 16d nails 5150# Rim Joist Installation 0 0 Ca • . H - ' 111. W W � H U U. f 1.E tO G l LE` N � . SHFARNE / S n as a Floor to- ', _ • -P • Floor Tie i Tyr) ypical HD5A i .l ► Holdown F ., i ' /' ' � Instal with r• • } `lap !3 E t . SSTB anchor bolt. 1 MIN. REBAR 4 ; ' . '....:.c LEN Was are not required LENGTH end distance at the base. - 1}i • • ~• - �. T - � .- Equal number of speCdled nails in tun end 1 • HD10A w/7 /8" SSTB28 A.B.w/ (4) 7/8" bolts Typical STHD CS16 strap -36 "I w/(18)10d nails 1353# HDSA w/ 7/8 "•SSTB28 A.B. w/ (3) 7/8" bolts Corner Installation CS16 strap -461 w/ (28)10d nails 1650# HD5A w/ SSTB20 AB w/ (2) 5/8" bolts with 3 -2x studs SI M PSON STHD ORJ w/ (28) 16d sinkers, 1 1/Z' edge dirt. 2745#08 "c. 2575#@6"c. STHD10 w/ (28) 16d sinkers, 1 1/2" edge dist. 2745# 2575# i stro„ 2 _*i e STHD14RJ w/ (38) 16d sinkers, 1 1/2" edge dist. 4430# @8 "c. 4220#@6 "c. Crn, t i� CONNECTORS STHD14 w/ (38) 16d sinkers, 1 1/2 edge dist. 4430# 4220# ?' NOTE: ALL VALUES ARE TAKEN FROM SIMPSON CATALOG, Form T- HEMFIR -2 11/97 exp 1/99, OR CATALOG C -98. �°�' SA s C. ' ' VALUES APPLY TO HEM -FIR LUMBER, UNLESS NOTED OTHERWISE. li g ' 1 J,7, � T 4'A .,,,,, 111 18915 - 142nd AVE. N.E. / SUITE 100 W00DINVILLE, WA 98072" r .t PHONE: (425) 485 -4900 FAX: (425) 487-6585 -: ;s 4.d .i'. «.,.a.....,! , ;'a::.t+d... , ,,,,„ ,:Y v.40. .4i: ui5^ p4....'i?tt iddC ...V.A6. /....'.W.+i? .. Xx"a ✓aumn... rrxr :s. W... .... ... »•...........• . r - -ir ., I • • AsARCHITEr;TS °G t4 oO . — - O . _ • CALCUL:+TED BY ' NORTHWEST DATE 10 11 191 SHEEN NO 114 I k . , , 1 Bd s 6" O.L. 8d s & O.L. ■ "'°IGAL ROOF -. -- -1u' _ - DIAPHRAGM Z S1 sic _ 51 -EATS E-6 b -S - 8d ®6" O C . - Z PER ' 1 PER. PI-6 U.N. Ill i RIOF= 2x4 --- ---.. '_ ° . .E A3RIGA =J 6 D , °ROVID= INT_RMI , _ , 3= OGKIN5 Tz c 2' O.G J U PAN , U O • = 'RAMINS AS RE UIR� j N O i 2x BLOCKING -�, I Ili = NlA__ TO MATCH J H • 1 I0ds4 " 0L. A.3c24 " OL. I6d®6 " O.. W { N U.N.D. 2 }} i ��C. IOd B 4 0.C. II ` 1-- 3 ► �; i ►�� � g I E i !' E , 2x AS R. IUR �_ N a j MI 5d ® 6" D.G. r ! I ! U.N.D H W 3 i SHEAR R ' Z H i (5 = ?CANS) 2 IE N�AI_ ' f ( ?DNS) Z 0 DETAIL A DETAIL A SIM. ' o CO o I- ILI W LATERAL DETAIL 4 NOT TO SGA E. LATERAL DETAIL 5 k.,..,-- -O .AL= . LL r_ _ lli 1 1 1 � • Z I Si-EAR NA! ! PER PLAN i 1 1 i 1 15‘.-. .-R PV%- 8d NAILS B 6" O.G. . �'� t TrIROU&H S .-A T rf N6 i I 2x FIR= 5LOGKIN6 INTO L: 1 ' ��, 1 I6. c 6" O.G. ' (3) I6� c ROOF A14-1IN6 i' (2) 16d NAILS ® ..D;S T . CIA ?4rZiv*� M � - ? PLAN ,/' fill EAGii STUD i ■ '' 2x BLOCKING 1 ,• I 1 . e . ! j i '� I ' I 1 N 1 ■ SLOP? 2x 1=-=45 (ONE lid 4 li N NI .'( - 7.4, - .;,. HANGER ' I SIB CARS =R THAN { 1 l! I \ ( �:" F f ? FRAMING MEMBER) sI --I-- '`�� Jl \ — i j � ? 'u 1 . OR SOLID ELKS ~. • I i DV-ELE -JOIST -- 2x SLID F:.0GKU)L� c • a is LAT L. DETAIL 10 NOT TO SCALE LA 1 _ • PETA I L 17 NOT TO S ALE 4 4 Nxity.4514 1 # t 1891 142nd AVE 1:.E / SUITE 100 JJOOOIIJVIL -_ 1 PHONE' (4251485-49:i° F / -./ (42-7,1 � 4E.:7' t • , CHITEr hn 24ovA2. AR T CALCULATED BY N ORTHWEST DATE t SHEET NO L T3 OF it • • • TYPICAL ROOF DIAPHRAGM • • Z I ROOF FRAMING St-EAR ' LL LL 'P` . PLAN 1 MEMBERS PER PLAN I ,h- Z I -- - - - -- --- - - -- ill - - - - -- 8d NAILS • b" O L. I r QQ 2 W .. _.. .............. ... ..• .. w ,aex;v .r. tw..arswe`.a»nv.•o.,.,,.. . .+,.v,,.Mr. .l^++7M4 u(u.wdi 11___ _ . 1 • a ' . . Uniformly Loaded Floor Beam( 97 UBC (91 NDS) 1 StruCalc 4.06 By: JEFFREY P. DEROULET, ARCHITECTS NORTHWEST on: 03 -19 -2002 P roject: 2400A2F - Location: BEAM OVER NOOK 1 Summary: 5.50 IN x 9.50 IN x 10.0 FT / #1 - DOUGLAS FIR -LARCH - Dry Use ' Section Adequate By: 70.5% Controlling Factor: Area / Depth Required 7.08 In Deflections: Dead Load: DLD= 0.03 IN • Live Load: LLD= 0.11 IN = L/1048 • • Total Load: TLD= 0.15 IN = L/813 , Z RL= ■ Reactions (Each End): D RD= 463 LB • gy Live Load: 1 , 'r Z De Load: - Total Load: RT= , , 2063 LB - cc I Bearing Length Regd.: . BL= 0.60 IN 6 2 Beam Data: U O I Span: L= 10.0 FT 0 Maximum Unbraced Span: Lu= 1.334 FT • N i Live Load Deflect. Criteria: L/ 360 W Total Load Deflect. Criteria: • . L / 240 _1 H I Floor Loading: N p Floor Dead Load: DL= 10 PSF W Side One: Floor Live Load: LL1= 0 PSF Tributary Load Span(Side One): TW1= 0.0 FT Side Two: Floor Live Load: 112= 40 PSF Tributary Load Span(Side Two): TW2= 8.0 FT LL. d Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF i W Average Uniform Lave Load: LLave= 40 PSF Z i I- PLF Beam Loading: Z O Beam Total Live Load: wL= 320 Beam Self Weight: BSW= 13 PLF Beam Total Dead Load: wD= 93 PLF ? Q Total Maximum Load: wT= 413 PLF Controlling Total Design Load: wTcont= 413 PLF 0 1 Properties For: #1- DOUGLAS FIR -LARCH 0 - Bending Stress: Fb= 1350 PSI 0 Shear Stress: Fv= 85 PSI al W Modulus of Elasticity: E= 1600000 PSI F= U ■ Stress Perpendicular to Grain: Fcperp= 625 PSI LL- Z ` Adjusted Properties: Fb' (Tension): Fb'= 1349 PSI 111 N Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.00 0 t° Fv': Fv'= 85 PSI ~ O I Adjustment Factors: Cd =1.00 Z Design Requirements: ' Maximum Moment: M= 5159 FT-LB Shear (@ d from beam end): V= 1737 LB Comparisons With Required Sections: Sreg= 46.0 N3 Section Modulus: S 82.7 N3 . R . . Area: Areq= 30.7 N2 • A= 52.2 N2 Moment of Inertia: Ireq= 135.1 N4 1= 392.9 N4 . I . 1 11 fir•, 4 • 5046 i e .' 41 ,.� -Li �'A` _ , REGISTERED fp1 se frr Tik 1 . 4. 1 , A Nit e /,' 4_,Y,filpitt71111,0 fH re, i K5 h • a i ,, r 1 w . . ,•--+� • Uniformly Loaded Floor Beam( 97 UBC (91 NDS) 1 StruCalc 4.06 By: JEFFREY P. DEROULET, ARCHITECTS NORTHWEST on: 03 -19 -2002 Project: 2400A2F - Location: BEAM OVER POWDER ROOM Summary: ' 3.50 IN x 9.25 IN x 7.0 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 27.6% Controlling Factor: Section Modulus / Depth Required 8.19 In Deflections: Dead Load: DLD= 0.02 IN Live Load: LLD= 0.06 IN = L/1305 Total Load: TLD= 0.08 IN = L/1029 ' Z Reactions (Each End): Live,Load: RL= 1540 LB ' .S Dead Load: RD= 413 LB ' W • Total Load: RT= 1953 LB ¢ W • I Bearing Length Regd.: . BL= • 0.89 IN W = Beam Data: J U, U Q S pan: L= 7.0 FT N Maximum Unbraced Span: Live Load Deflect. Criteria: Lu= 1 360 W Z L/ Total Load Deflect. Criteria: • • U 240 J H Floor Loading: DL= 10 PSF W 0 Floor Dead Load: Side One: Floor Live Load: LL1= 0 PSF 2 Tributary Load Span(Side One): TW1= 0.0 FT g Side Two: Floor Live Load: LL2= 40 PSF u. Tributary Load Span(Side Two): TW2= 11.0 FT Live Load Duration Factor. Cd= 1.00 52 a Wall Load: WALL= 0 PLF i t— W . Average Uniform Live Load: LLave= 40 PSF Z 7 Beam Loading: wL= 440 PLF Z Beam Total Live Load: Beam Setf Weight: BSW= 8 PLF W W . ! Beam Total Dead Load: wD= 118 PLF ? D . Total Maximum Load: wT= 558 PLF Controlling T otal Design Load: wTcont= 558 PLF o - Properties For: #2- DOUGLAS FIR -LARCH — Bending Stress: Fb= 875 PSI W W Shear Stress: Fv= 95 PSI W Modulus of Elasticity: E= 1600000 PSI I - ;- Stress Perpendicular to Grain: Fc perp= 625 PSI — Z i Adjusted Properties: W Fb' (Tension): Fb '= 1048 PSI . co Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.20 H = • Fv': Fv'= 95 PSI 0 I•- • Adjustment Factors: Cd =1.00 Z Design Requirements: ' Maximum Moment: • M= 3417 FT -LB • Shear (@ d from beam end): V= 1523 LB Comparisons With Required Sections: Section Modulus: Sreq= 39.2 N3 S= 49.9 N3 • Area: - Areq= 24.1 N2 A= 32.3 N2 Moment of Inertia: lreg= 63.7 N4 . I= 230.8 N4 • i i . i .'"'' TO i , 5 . .fit : �_� . 4 [ , r yL 6 „ ; . ,. 1 , 4 F4 R7 t - .-- - -- VIP" - - -� 0 l . • ,--, • • Roof Beamf 97 UBC (91 NDS) 1 StruCalc 4.06 By: JEFFREY P. DEROULET, ARCHITECTS NORTHWEST on: 03 -19 -2002 Project: 2400A2F - Location: BEAM BETWEEN DINING AND LIVING Summary: 3.50 IN x 9.25 IN x 12.0 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 26.4% Controlling Factor: Section Modulus / Depth Required 8.23 In Deflections: Dead Load: DLD= 0.10 IN Live Load: LLD= 0.18 IN =11814 Total Load: TLD= 0.28 IN = L/518 Z . Reactions (Each End): • Live Load: RL= 840 LB ' .1 I-: ' Dead Load: RD= 480 LB re Z • Total Load; RT= : 1320 LB • QQ Bearing Length Regd.: • BL= . 0.60 IN J U • Beam Data: S pan: L= 12.0 0 0 .0 FT Maximum Unbraced Span: Lu= 2.0 FT W w Pitch Of Roof: RP= 3.00 : 12 J I Live Load Deflect. Criteria: • • U 240 0 I Total.Load Deflect. Criteria: N u_ w 0 i B eam Loading: Live Load: LL= 10 PSF w Side One: Roof Dead Load: DL1= 0 PSF g 5 1 Roof Rafter Tributary Width: - TW1= 0.0 FT N 1 Side Two: Roof Dead Load: DL2= 5 PSF 0 Roof Rafter Tributary Width: TW2= 14.0 FT = Roof Duration Factor. Cd= 1.15 ' F . _ Slope Adjusted Lengths and Loads: ? H Adjusted Beam Length: Lath= 12.0 FT Beam Live Load W/ Slope Red'n: wL= 140 PLF Z 0 Beam Self Weight: BSW= 8 PLF w j Beam Total Dead Load: wD= 80 PLF Total Maximum Load: wT= 220 PLF U 0 Controlling Total Design Load: wTcont= 220 PLF 0 - Properties For: #2- DOUGLAS RR-LARCH • o Bending Stress: Fb= 875 PSI w w Shear Stress: U ; Modulus of Elasticity: F E= 1600000 H 0 PSI . H Stress Perpendicular to Grain: Fc_perp= 625 PSI L I 0 I Adjusted Properties: • Z ' Fb' (Tension): Fb'= 1203 PSI w i Adjustment Factors: Cd =1.15 CI =1.00 Cf =1.20 0 _ _ ' Fv': Fv'= 109 PSI , 0 1- • Adjustment Factors: Cd =1.15 Z Design Requirements: . Maximum Moment: M= 3960 FT -LB Shear (@ d from beam end): V= 1151 LB Comparisons With Required Sections: Section Modulus: Sreq= 39.5 N3 S= 49.9 N3 Area: Areq= 15.8 N2 A= 32.3 N2 • Moment of inertia: ireq= 80.2 N4 1= 230.8 N4 1 I . R , . . ; n r , r� �. ^i: iri •'V,i ; , 0, -'24t , .. . , :j..... ��..,... ,.,.....f. t .. . .....,. .r ..:..........u.,.,.,,..,.... .. .., .... ......... _... ..........:c.aw.•ttv.S:utr : d:: .x3�:4y'ieB.+�: i i ••■■■•■■■■•■•■• : , 1 i Roof Beam( 97 UBC (91 NDS) 1 StruCalc 4,06 By: JEFFREY P. DEROULET, ARCHITECTS NORTHWEST on: 03 -19 -2002 Project: 2400A2F - Location: BEAM OVER COVERED PORCH Summary: 5.50 IN x 9.50 IN x 8.0 FT / #1 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 38.8% Controlling Factor: Area / Depth Required 7.24 In Deflections: Dead Load: DLD= 0.05 IN ( Uve Load: LLD= 0.07 IN = L/1455 Total Load: TLD= 0.11 IN = L/857 Z Reactions (Each End): � RL= 1800 LB Dead Load: ea Load: RD= 1258 LB . ,i— Z D Total Load: RT= 3058 LB re Bearing Length Reqd.: • BL= 0.89 IN J D . Beam Data: Span: • L= 8.0 FT U O N 0 Maximum Unbraced Span: Lu= 2.0 FT CI Pitch Of Roof: RP= 6.00 : 12 W = Live Load Deflect. Criteria: L/ J 240 N LL Total Load Deflect. Criteria: • L/ 180 • Beam Loading: , uj O . Live Load: LL= 25 PSF 2 !'! Side One: Roof Dead Load: DL1= 0 PSF Roof Rafter Tributary Width: TW1= 0.0 FT J , Side Two: Roof Dead Load: DL2= 15 PSF _ Roof Rafter Tributary Width: TW2= 18.0 FT Roof Duration Factor: Cd= 1.15 ' t -- _ Slope Adjusted Lengths and Loads: Z 1— Adjusted Beam Length: Ladj= 8.0 FT Beam Uve Load W/ Slope Red'n: wL= 450 PLF Z O Beam Self Weight: BSW= 13 PLF uL uj Beam Total Dead Load: wD= 315 PLF 2 D : Total Maximum Load: wT= 765 PLF D Ci Controlling Total Design Load: wTcont= 765 PLF 0 u) Properties For: #1- DOUGLAS FIR -LARCH 1_ Bending Stress: Fb= 1350 PSI W W` Shear Stress: Fv= 85 PSI = U Modulus of Elasticity: E= 1600000 PSI LL H S tress Perpendicular to Grain: Fc�erp= 625 PSI' _ O Adjusted Properties: ' Fb' (Tension): Fb'= 1550 PSI W Z Adjustment Factors: Cd =1.15 CI =1.00 Cf =1.00 U � ' F : Fv'= 98 PSI 1— Adjustment Factors: Cd =1.15 Z Design Requirements: • Maximum Moment: . M= 6117 FT -LB Shear (@ d from beam end): V= 2453 LB Comparisons With Required Sections: Section Modulus: • Sreq= 47.4 N3 S= 82.7 N3 • - Area: Areq= 37.7 N2 A= 52.2 N2 Moment of Inertia: Ireq= 392.9 N I i L i _, r . r, 1 lu , C. f i • N /- 'ter . .', I , Roof Beam( 97 UBC (91 NDS) 1 StruCalc 4.06 j By: JEFFREY P. DEROULET, ARCHITECTS NORTHWEST on: 03 -19 -2002 Project: 2400A2F - Location: MASTER BEDROOM WINDOW HEADER Summary: � 3.50 IN x 11.25 IN x 8.0 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 21.9% Controlling Factor: Section Modulus / Depth Required 10.19 In • I Deflections: Dead Load: DLD= 0.04 IN Live Load: LLD= 0.06 IN = 111730 I Total Load: TLD= 0.10 IN = L/995 Z Reactions (Each End): Live Load: RL= 1600 LB 1 Z j Dead Load: RD= 1183 LB W • Total Load: RT= 2783 LB IY . 1 Bearing Length Regd.: • BL= 1.27 IN J • j Beam Data: U 0 1 Span: • L= 8.0 FT 0 0 Maximum Unbraced Span: Lu= 2.0 FT co 0 Pitch Of Roof: RP= 6.00 : 12 W = 240 Live Load Deflect. Criteria: U 180 0 u- • I Total Load Deflect. Criteria: . Beam Loading: . W 0 1 Live Load: LL= 25 PSF Side One: Roof Dead Load: DL1= 16 PSF Roof Rafter Tributary Width: TW1= 16.0 • FT Side Two: Roof Dead Load: D1.2= 0 PSF Roof Rafter Tributary Width: TW2= 0.0 FT . W Roof Duration Factor: Cd= 1.15 Slone Adjusted Lengths and Loads: Adjusted Beam Length: Ladi= 8.0 FT PLF Z F. w = Beam Live Load W/ Slope Red n: BSW= 10 PLF W H , Beam Self Weight: W Beam Total Dead Load: wD= 296 PLF ? D Total Maximum Load: wT= 696 PLF Controlling Total Design Load: wTcont= 696 PLF u) Properties For: #2- DOUGLAS FIR -LARCH O I_ Bending Stress: Fb= 875 PSI W w Shear Stress: • Fv= 95 PSI I Modulus of Elasticity: E= 1600000 PSI I- H Stress Perpendicular to Grain: Fc perp= 625 PSI O Adjusted Properties: . { Fb' (Tension): Fb'= 1103 PSI U Z .. Adjustment Factors: Cd =1.15 CI =1.00 Cf=1,10 W Fv': Fv'= 109 PSI ~ F • Adjustment Factors: Cd =1.15 Z Design Requirements: . Maximum Moment: M= 5566 FT -LB Shear (@ d from beam end): V= 2131 LB 1 Comparisons With Required Sections: 60.6 Section Modulus: Sr g= 73.8 N3 1 Area: Areq= 29.3 N2 A= 39.3 N2 • I Moment of Inertia: Ireq= 75.2 N4 1 1= 415.2 N4 • k' ' : -,7.-=' r?:'` ' ; t; ` • • Fl 1 : , :1,` i I I . y 1 ) r .vAr ..+.....,. .. »,.,. _..-- .....,.....s:r.,., .,. ................:• u,,. a ,u.rdw.a.�.......- .— ,.....:.nw v.. wwew......:w..... a,... .,, , .... .i. win Vwy+rai+wa.n+w....+.ww. .- .i'U7N.. :L'i:..: J'+sYf.:\...iruZ:.: , • - f - - �, r 1 . ,•'^,. • Multi- Loaded Beam( 97 UBC (91 NDS) 1 StruCalc 4.06 By: JEFFREY P. DEROULET, ARCHITECTS NORTHWEST on: 03 -19 -2002 i Project: 2400A2F - Location: CENTER BEAM OVER GARAGE Summary: 6.75 IN x 16.50 IN x 20.0 FT / 24F -V4 - VISUALLY GRADED WESTERN SPS - Dry Use Section Adequate By: 14.8% Controlling Factor: Section Modulus / Depth Required 15.59 In Deflections: Dead Load: DLD= 0.25 IN ! Live Load: LLD= 0.56 IN = 1./426 ' ! Total Load: TLD= 0.81 IN = 1/296 I End Reactions(Left Side): Z Uve Load: RL1= 8614 LB 1- Dead Load: RD1= 4233 LB d— Z Total Load: RT1= 12846 LB r Q End Reactions(Right Side): W D Live Load: RL2= 6053 LB Dead Load: • RD2= 2343 LB • U O I Total Load: RT2= 8396 LB . co W B earing Length Reqd.(Left) : BL1= 2.93 IN Bearing Length Reqd.(Right): BL2= 1.91 IN 9 H C= - 0.37 IN (0 LL Span: L= 20.0 FT Camber Data: W O Beam Data: . Maximum Unbraced Span: Lu= 1.334 FT 2 Live Load Duration Factor. Cd= 1.00 / u_ Live Load Deflect. Criteria: L 240 L/ 360 Total Load Deflect. Criteria: i = d Camber Adjustment Factor: CAF= 1.5 X DLD W Uniform Load: • Z H Live Load: wL= 480 PLF Dead Load: wD= 120 PLF 0 Beam Self Weight: BSW= 27 PLF Z Total Load: wT= 627 PLF U Ill Q Concentrated Load P1: Live Load: PL1= 4667 LB 0 I Dead Load: PD1= 3392 LB 0 - . Total Load PT1= 8059 LB c i- Location: X1= 4.0 FT W w Concentrated Load P2: F' U Live Load: P12= 400 LB 1 .. ~O ■ 1 PD2= 242. LB i Dead Load: PT2= 642 LB Z Total Load: W to Location: X2= 16.0 FT _ Properties For: 24F -V4- VISUALLY GRADED WESTERN SPS . Bending Stress: Fb= 2400 PS Z 1— • Shear Stress: . Fv= 190 PS . I Modulus of Elasticity: • Ex= 1800000 PS • Ey= • 1600000 PS Stress Perpendicular to Grain: Fc_perp= 650 PS Adjusted Properties: Fb' (Tension): Fb'= 2273 PS • , . Adjustment Factors: Cd =1.00 CI =1.00 Cv =0.95 • Fv': • Fv'= 190 PSI Adjustment Factors: Cd =1.00 Design Requirements: Maximum Moment: M= 50510 FT-LB 7.636 FT From Left Support Shear (@ d from beam end): V= 11984 LB Comparisons With Required Sections: Sreq= 266.7 IN3 ! Section Modulus: S= 306.2 IN3 • Area: Areq= 94.7 IN2 .- A= 111.3 IN2 Moment of Inertia: Ireq= 2133.8 • IN4 1 -1 r I= 2526.8 IN4 -?I` •• > ' ^ "' "' ? irk i.. 100 ' ' ' . ' t i t i r 4 , • L jy,� iiZ:l u,. rJ . • 4 • -. i , - �!� - . -� `, l ■ t • 1 Multi- Loaded Beam( 97 UBC (91 NDS)1 StruCalc 4.06 ' By: JEFFREY P. DEROULET, ARCHITECTS NORTHWEST on: 03 -19 -2002 • Project: 2400A2F - Location: FLOOR BEAM 2 OVER GARAGE Summary: 1 ( 3 ) 3.50 IN x 9.25 IN x 12.0 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 442.3% Controlling Factor: Section Modulus / Depth Required 4.29 In I Deflections: Dead Load: DLD= 0.02 IN I Live Load: LLD= 0.04 IN = U3606 Total Load: TLD= 0.06 IN = L/2407 End Reactions(Left Side): Z 1 Live Load: RL1= 560 LB , Q • Dead Load: RD1= 282 LB 1 Total Load: RT1= 842 LB CC W wc End Reactions(Right Side): U Live Load: RL2= 400 LB Dead Load: RD2= 242 LB 0 O' Total Load: • RT2= 642 LB , co O Bearing Length Reqd.(Left) : BL1= 0.13 IN . W Bearing Length Reqd.(Right): BL2= 0.10 IN . _ Beam Data: • . rn F. Span: . L 12.0 FT 0 Maximum Unbraced Span: Lu= 1.334 FT 2 ■ } Live Load Duration Factor: Cd= 1.00 a Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 . u- Q Uniform Load: i d Live Load: wL= 40 PLF = W Dead Load: wD= 10 PLF Beam Self Weight: BSW= 24 PLF Z 1=-- Total Load: wT= 74 PLF I— 0 Concentrated Load P1: Z I-- Live Load: PL1= 480 LB W uj Dead Load: PD1= 120 LB 1 Total Load: PT1= 600 LB 0 � : Location: X1= 4.0 FT O — Properties For: #2- DOUGLAS FIR -LARCH 0 H Bending Stress: Fb= 875 PSI W W . Shear Stress: Fv= 95 PSI I 0 Modulus of Elasticity: E= 1600000 PSI I— Stress Perpendicular to Grain: Fc_perp= 625 . PSI . — 0 I Adjusted Properties: . cu Fb' ) ension : Fb 1207 PSI rn = ! Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.20 Cr =1.15 1 _ 1 FY: Fv'= 95 PSI 0 f': • . Adjustment Factors: Cd =1.00 Z I Design Requirements: • Maximum Moment: M= 2778 FT -LB 4.001 FT From Left Support ■ Shear (@ d from beam end): V= 785 LB Comparisons With Required Sections: Section Modulus: Sreq= 27.7 N3 . S= 149 :7 N3 • Area: Areq= 12.4 N2 . . ! Moment of Inertia: Ireq= 69.2 N4 . 1= 692.5 N4 . ,, ` r fi Y' 'g > a,y r. r Q • , i . • ...,‘: . • ., ... • Mufti-Loaded Beam( 97 UBC (91 NDS) 1 StruCalc 4.06 By: JEFFREY P. DEROULET, ARCHITECTS NORTHWEST on: 03 -19 -2002 Project: 2400A2F - Location: FLOOR BEAM OVER GARAGE Summary: . 5.125 IN x 15.00 IN x 12.0 FT / 24F -V4 - VISUALLY GRADED WESTERN SPS - Dry Use Section Adequate By: 21.9% Controlling Factor: Section Modulus / Depth Required 13.58 In Deflections: Dead Load: DLD= 0.12 IN Live Load: . LLD= 0.16 IN = 1/887 - I . - - - - r _ - tl `, 1 ti, f - Multi- Loaded Beam' 97 UBC (91 NDS) 1 StruCalc 4.06 By: JEFFREY P. DEROULET, ARCHITECTS NORTHWEST on: 03-19 -2002 Project: 2400A2F - Location: GARAGE DOOR HEADER Summary: 5.125 IN x 15.00 IN x 16.0 FT / 24F -V4 - VISUALLY GRADED WESTERN SPS - Dry Use . Section Adequate By: 37.6% Controlling Factor: Area / Depth Required 12.67 In Deflections: Dead Load: DLD= 0.16 IN : Live Load: LLD= 0.28 IN = L/677 Total Load: TLD= 0.44 IN = L/436 Z End Reactions(Left Side): Live Load: RL1= 4720 LB Dead Load: RD1= 2753 LB W Total Load: RT1= 7473 LB n -J End Reactions(Right Side): U Live Load: RL2= 3413 LB 0 O Dead Load: • RD2= 1619 LB N 0 Total Load: RT2= 5033 LB co = Bearing Length Reqd.(Left) : BL1= 2.24 IN i Bearing Length Regd.(Right): BL2= 1.51 IN ! Camber Reqd.: C= 0.23 IN LI- Beam Data: • W O . ■ Span: L= 16.0 FT 2 �- Maximum Unbraced Span: Lu= 1.334 FT J • Live Load Duration Factor: Cd= 1.00 u_ Q Live Load Deflect. Criteria: . L/ 360 t2 d I Total Load Deflect. Criteria: L/ 240 Camber Adjustment Factor: CAF= 1.5 X DLD x = { Uniform Load: ? F- Live Load: wL= 240 PLF E... O Dead Load: wD= 60 PLF Z I- Beam Self Weight: BSW= 19 PLF W LLI ? Total Load: wT= 319 PLF Concentrated Load P1: U 0 Live Load: PL1= 3733 LB O � Dead Load: PD1= 2832 LB 0'- Total Load: PT1= 6565 LB W W Location: X1= 4.0 FT H V r . Concentrated Load P2: Live Load: PL2= 560 LB u- 0 Dead Load: PD2= 282 . LB Z Total Load: PT2= 842 LB U CO Loca X2= 16.0 FT Properties For: 24F -V4- VISUALLY GRADED WESTERN SPS ~O H l Bending Stress: Fb= 2400 PS Z Shear Stress: Fv= 190 PS . Modulus of Elasticity: Ex= 1800000 PS Ev= 1600000 PS Stress Perpendicular to Grain: Fc 650 PS . Adjusted Properties: Fb' (Tension): Fb'= 2394 PS • Adjustment Factors: Cd =1.00 CI =1.00 • . Fv': Fv'= 190 PS Adjustment Factors: Cd =1.00 Design Requirements: M= 27343 FT -LB Maximum Moment: 4.0 FT From Left Support . Shear (@ d from beam end): V= 7075 LB Comparisons With Required Sections: Section Modulus: Sreq= 137.1 N3 S= 192.1 N3 Area: Areq= 55.9 N2 ; A= 76.8 . N2 , .- Moment of Inertia: ireq= 792.9 N4 '- (,, -, . I= 1441.4 N4 • /, ;;n;;;-',:w-,,-,0.,‘ ,,,,,)` 1 : :1 : rA4',',: ., t i ll' : • i..:.:Ti r., ; 'r 'dJ E` , 1 H.• I , - % • - -• r ".1 - , ∎IILA, r .: ' City of Tukwil y __11..-:0-fiqtoris 0 Steven M. Mullet, Mayor • j r jr- • o i e;�o _ : Department of Community Development Steve Lancaster, Director • 1908 Z 1 J U U O co 0 October 9, 2002 I • w 0O 2 P • To Whom It May Concern: u_ Q = a Mr. James Marsh has applied for and received approval from Tukwila Building Division F- _ . for the following permits: z 1.-• zi— MIO2 -151, Demolition of existing residence @ 4724 S.164` Street- Tukwila. 2 m MIO2 -152, Demolition of existing shed @ 47224 S. 164` Street — Tukwila ti D CI co . l-- D02 -191, Construction of new 2400 SF single family residence & attached garage w w D02 -143, Mechanical equipment installation, including furnace & ductwork. I LL Z . The demolition permits are available to be issued and the demolition work may begin. 111 co The Construction permits are ready to be issued and will be available upon final I; o inspection approval of the demolition permits. Z If you have any questions or need further clarification regarding our process you may call me at 206/431 -3675. :.. } Sin � y� • „ • Ro • ert Benedicto, I Building Official : . cc: James Marsh, file. ' . ;' < r�!i � 7 "ma x , , % 1..,77 x:x. „„:�1 i? . "1 .� 1 �f 1 , :d ; y , 1 is ., , tat i t•, 1 . 1 2. pS� \ � ✓J 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax 206 - 431 -3665 '''? , 6 1 1 I TECHNICAL INFORMATION REPORT . Z 1 ! FOR t F- W 1 . CITY OF TUKWILA • I APPROVED o o JAMES MARSH o 15848 47 AVENUE SO 0 C T_ 8 002 N LL 1 TUKWILA, WA 98188 2 06.246 -0075 A EL w O arcs J TUKWILA SHORT PLAT = w PRE02 -009 1-- z FILE COPY z o i . .. Z0 1 111 uj 0 U N . Y-EW y ‘Z't,, o v ! , 4 k k i l l iA,48 - 6 .X. 2 L) . fi _ r, , * RECEIVED Z „ CITY OF TUKWILA • lll I � ' o 4' 2235 4 -zy • SE 3 �' • S TE �� 2002 p • I ` SS . ► OWALEA G ► � z .. _.. 1 • PERMIT CENTER F Er..' =RES 5/30/2o. 1 j ., I • I COI REC ION PREPARED BY: ti "�'� ■ I w M BRIAN SLEIGHT, P.E. 17927 MILITARY ROAD SOUTH > = �.; SEATAC, WA 98188 1 kl t 206.242.6305 - ' "'f _ `` 206.949.8247 (MOB) j ,, ;4„i1-1!, EMAIL: BSL8 @YAHOO.COM ‘'i'D DATED JUNE 22, 2002� ‘-.11, {ii!i f, x R t4. N i9 1 ,.'d C: � i t . � . o.'1 '>IV,: .rt x t ■ I 1 1 t - i , , - ` ■ f . .-\ • • , i ' , TABLE OF CONTENTS 1 . 1 Title Page. 1 Z Table of Contents 2 , 1 ~ Project Overview 8 ui Offsite Analysis re 2 Flow Control and. Water Quality Facility Analysis and Design 10 J v Conveyance System Analysis and Design 14 U 0 Special Reports and Studies 15 '' w ■ Erosion and Sedimentation Control Analysis and Design 16 w H y O f ,;; Z F: x . , z : i j k . I Oa . • , L 1 .4,..,,,,.,,,y,....,.,„1, 1 i ..4,..... v .,,...,,, I 1 7171:1'1,-4,4-‘,1 yr' 't Wrii ff I , �s�. t ;i ' .. *.y . 14q):21 r • ... ... ...... . . .. .. - rt • r • 3 x .. T vicinity mpa figure 1 project site ,. ,— • lar ally is acidic. In. welly saturated• taln Wu cress• stand in steep cuts: J eludes. Inorganic g m mon, freely when wt. anic Seasonal flooding crossed logs. lower pest may run 1.– clay intent. co U) . laterally, Where have been removal. muted Ia )v. ooze of merunl .r.. -.. #6.... •W1 y ,y; �Yi' ',..J" . :'."' (m:T,xi!Sr..it:ium..S:^i: e.u,..., ..,,.• -..., ....:x...,,a: { . i ; . ( . OFFSITE ANALYSIS Runoff from this site currently flows from west to east until it gets to the existing driveway. Runoff from the driveway either flows south to South 164 Street a over the edge of the driveway onto the adjoining properties depending on the condition of the driveway. In the developed condition, runoff from the driveway will be directed to the south into the drainage system along the north side of South 164 Street. z The drainage system along the north side of South 164 Street is a mixture of enclosed pipe and open ditch between this site and 51 Avenue South. At 51 Avenue South, the drainage system is an enclosed pipe that crosses south under South 164 Street then east under 51 Avenue South. The system then continues _ 0 east in South 164 m Street to the east end of the public right -of -way. From this point, a 12 inch concrete C3. pipe leaves the right-of-way was not pointing directly at a house. A 12 inch pipe enters the drainage system below 03 w this house on 53 Place South. While it w not confirmed that the 12 inch pipe leaving the South 164 Street right -of -way is the same as the one entering the 53' Place South right -of -way, there were no other u_ pipes found entering the downstream drainage system that could be connected to the drainage system in w 0 South 164"' Street. From 53 Place South, the drainage system goes north to Slade Way then east to 54 0 Avenue South where the drainage system leaves the public right -of -way again and flows towards Interstate Q 5 (Figure 4). 0 a The point at which the drainage system leaves the 54` Avenue South right -of -way is a little over four I' _ ? t- tenths of a mile downstream. The drainage system is entirely within the public right -of -way except for the section between South 164` Street and 53` Place South. Although it was sunny and dry during the Z downstream investigation with no rain for several days prior to the investigation, the was sign of erosion w w of the ditch sections or overflow of the enclosed sections for that portion of the drainage system in the > public right -of -way. 0 N No flow from upstream properties enters this property because the private access road along the west w w { property line has an asphalt berm along its east edge. The berm directs runoff to the south into the drainage U : • system along South 164` Street. u_ �. z 0 01- . z . } . { :�'."., (3 • 8 .. �' .il''t . fi 1 - .. ._ .. .. .,.. .. .. ....._.. _... .... .. _, ,.......,,w«..amv+' kvw.nnwA •.. .aaia•:i.: r . • { FLOW CONTROL AND WATER QUALITY FACILITY j ANYALYSIS AND DESIGN This project will create approximately 4822 square feet of new impervious surface (Figure 5). Per . Exemption #1 to Core Requirement #3 of the 1998 King County Surface Water Design Manual (Manual), Z no flow control facility will be required for this project (Figure 6). Although no flow control measures are H required for this project, it is recommended that flow control best management practices, specifically ,p z w perforated tightline connections as described hi Appendix C, Section C2.5 of the Manual, be incorporated into the construction of the houses on the completed short plat. o f This project will create approximately 1117 square feet of new pollution generating impervious surface i i i 1 j •i+y:niiS 10 ,t • I , - /' • - �✓r- t.l 1 { ( M ARSH SHORT PLAT ■ f 4736 SOUTH 164TH STREET — F/6 vi E 5 --- TUKWILA, WA 98168 SQ. FT. TOTAL LOT SIZE 15000 EXISTING IMPERVIOUS SURFACE Z j HOUSE 1016 , z SHED (TO BE REMOVED) 279 ' 2 EX. DRIVEWAY* 1883 0 j TOTAL 3178 ' w w } TOTAL PGIS 1883 J z TOTAL PERVIOUS 11822 cn w O DEVELOPED IMPERVIOUS SURFACE 2 g _ J HOUSE (LOT 1) 4000 N < HOUSE (LOT 2) 4000 i w TOTAL 8000 z ~ • . , TOTAL PGIS ** 3000 O TOTAL PERVIOUS 7000 w Ill • U 0 . 0 N NET INCREASE IN IMPERVIOUS , 0 I= SURFACE w 48221 I V. . I u. I— NET INCREASE IN PGIS 1117 Z` id 1 * DENOTES POLLUTION GENERATING IMPERVIOUS SURFACE (PGIS) 0 H f * *ESTIMATED FROM PRELIMINARY LOT LAYOUT ASSUMING Z • 20 FOOT WIDE DRIVEWAY AND DOUBLE CAR GARAGE. f NOTE: THE IMPERVIOUS AREA FOR LOTS 1 AND 2 INCLUDE ALL IMPERVIOUS SURFACE ON THE LOT INCLUDING THE HOUSE, DRIVEWAYS, ETC. PER SECTION 3.2.2.1, PAGE 3-27 OR THE MANUAL. • 'sf; ry f ' � p i ! '� ''v • q :4 ; i 1, , YY ; , tl.......... ,,.. ry„,„ AM II ft - --- F/6 v kE 6 _" 0 EXEMPTIONS FROM CORE REQUIREMENT #3 There are eight possible exemptions from the requirement to pmvide a formal flow control facility per Core Requirement #3. The intent of these exemptions is to provide for situations where a facility may not be practical or needed, where other alternatives to a facility can be just as effective. or where it s ' sense to provide incentives for retaining native vegetation or for maximizing•use of existing developed Z areas. . H z V • 1 '"Impervious SUi1ac1 Eii pt cc 2 A A proposed project or any threshold discharge area within a project is exempt if less than 5,000 0 O square feet of new impervious surface will be added and the project or threshold discharge area is not co o co within a Landslide Hazard Drainage Area. If the project or threshold discharge arca is located _ within a Landslide Hazard Drainage Area, this exemption only applies to new impervious surface less N LL 1 than 2,000 square feet. w 0 g� } f 2... Imp Surface Exemption Using Flow Control BM g a Any threshold discharge area within a proposed project is exempt if less than 10,000 square feet of co a new impervious surface will be added, AND all of the following criteria are met: H = a) The area cleared to accommodate the proposed project must be less than 35% or less than 2 acres ? of the threshold discharge area (whichever is greater), AND Z I— Lij . b) If the project is a single family residential project, flow control BMPs must be applied within M m the threshold discharge area as specified in Small Site Drainage Requirements (detached tJ Appendix C), AND O 1— c) For projects other than single family residential projects, the new impervious surface within W W the threshold discharge area must be comprised of either non - pollution - generating roofs that i-- H comply with the roof downspout controls in Section 5.1, OR roads, trails, or driveways that t!- Z comply with the rural roadway dispersion requirements in Section 5.2.1, AND u� U ( I ) d) The manner in which runoff is discharged from the project site must not create a significant R • H • adverse impact per Core Requirement #1. Z r 3. Peak Flow Exemption Using ow BMPs 7 . Any threshold discharge area within a proposed project is exempt if the project improvements within the threshold discharge area generate less than a 0.1 cfs increase in the existing site conditions 100- year peak flow rate, AND all of the following criteria are met: . a) If the project is a redevelopment project, flow control 13MPs must be applied as specified in Section 5.2. and the project improvements must not significantly impact a "svvete erosion problem" or "severe flooding problem" (see page 1 -21), and must not be located within a . Landslide Hazard Drainage Area, AND b) If the project is a single family residential project, the runoff from impervious surfaces must he infiltrated or dispersed using flow control BMPs specified in Appendix C, and any areas of native , y r . 7 fr. k 9 31 Landslide Hazard Drainage Areas are delineated on a map adopted with this manual (see map pocket on inside of back „ u i* ; zcti cover). 32 V,�S't` e 4.1 , Existing site conditions depend on what, if any, land conversion activity has occurred on the site since May 1979 when King County first required flow control on developments adding more than 5,000 square feet of new impervious surface. IF a . `> c A , drainage plan has been approved by the County since May 1979 for any land conversion activity w hich includes th e addition o s,:? 1 ,1, i (L ; aii more than 5,000 square feet of new impervious surface, THEN existing site conditions are those created by the site "as" 't` k;. ii'. improvements and drainage facilities constructed per the approved engineering plans. OTHERWISE, existing site conditions 5 ., il are those that existed prior to May 1979 as determined from aerial photographs and, if necessary, on knowledge of individuals r ,; ; , j j • familiar with the area The intent is to mitigate unaddressed impacts created by site alterations o r improvements, such as ; a, , r,,f, 9 p Y P � .T�,,. clearing, which have occurred since May 1979. ��• t i ii? ` ,.. 199a Surface Water Design Manual 9/1/91f A } +. . , fkW i 1-27 . i. Aversararmaterws,==== - - SPC'TIt7N 1.2 CORR REQUIREMENTS iiREMENTS F /G U1e G 7 __.. • Special Requirement #5: Oil Control, Section 1.35 (p. 1 -62)- - Phis requirement :Tithes special ttrt . controls to those projects proposing to develop or redevelop a high -use site. ' Key Definitions • Pollution - generating impervious surface (PGIS) Definition: Those impervious surfaces considt•rcd to be a significant source of pollutants in stormwater runoff. Such surfaces include those which arc Z • subject to vehicular use" or storage of erodable or leachable materials, wastes, or chemicals,'" and • M I which receive direct rainfall or the run -on or blow -in of rainfall.e Metal roofs are also considered to w be PGIS unless they are treated to prevent leaching. QQ 5 J V • Pollution - generating pervious surface (PGPS) Definition: Any non - impervious surface with U O vegetative ground cover subject to use of pesticides and fertilizers. Such surfaces include, hart are not w limited to, the lawn and landscaped areas of residential or commercial sites, golf courses, lurks and j z 1— u. sports fields. (.0 w 2 � O EXEMPTIONS FROM CORE REQUIREMENT #8 w a co There are five possible exemptions from the requiretnent to provide a formal water quality facility per H W Core Requirement #8: _ { Zi-- t 1. Surface Area Exemption . w O - A proposed project or any threshold discharge arca within a project is exempt if it meets all of the ? 0 D criteria: U . a) Less than 5,000 square feet of new PGIS will be added, AND O E- . w b) Less titan 5.000 square feet of contiguous PGIS" will he created through any combination of new H U andlor replaced impervious surface as part of a redevelopment project, AND u. O c) Less than 1 acre of contiguous PGPS" will be added and /or trrodified, OR there is a formal ai Z agreement with King County to implement a landscape management plan for the PCPS areas on U N the site (or a farm management plan in the case of an agricultural land use). Z 1— • i 4G A surface, whether paved or not. shall be considered subject to vehicular use 11 it Is regularly used by motor vehicles. The following are considered regularly -used surfaces: roads, unvegetaled road shoulders, bike lanes within the traveled lane of a roadway, driveways, parking Tots, unfenced firelanes, diesel equipment storage yards, and airport runways. The following are not considered regularly -used surfaces: road shoulders primarily used for emergency parking, paved bicycle pathways, bicycle lanes adjacent to unpaved or paved road shoulders primarily used for emergency parking, fenced firelanes, and Infrequently used maintenance access roads. . 47 Erodable or leachable materials, wastes, or chemicals are those substances which, when exposed to rainfall, measurably alter the physical or chemical characteristics of the rainfall runoff (examples Include erodable soil, uncovered process wastes, manure, fertilizers, oily substances, ashes, kiln dust, garbage dumpstor leakage, etc.). • 4° A covered parking area would be considered pollution - generating if runoll from uphill could regularly run through it, or it rainfall could regularly blow in and wet the pavement surface. The same parking area would not be included if it were enclosed by walls or if a low wall and berm prevented stormwater from being blown in or from running onto the covered area. 49 New PGIS means new impervious surface (as defined on page 1 -4) that is pollution- generating. 9 0---- , Yr u 50 Contiguous PGIS means a discrete patch of PGIS that is all together as opposed to being separated in different locations on !� s the project site. As used in thls and other exemptions, the Intent Is to apply Core Requirement Oa to those redevelopment t 4 b6 r't 1€ that are replacing and/or adding enough Impervious surface In one location to allow for opportune installation of a . ' ` i projects P 9 g 9 P PP ..,4' water quality facility. if., "' 51 Contiguous PGPS means a patch of PGPS that is all to ether as opposed osed to bein separated in different locations on the r _ s�. h il l 9 P 9 PP being '� 1�i project site. '" k t ti • 52 Modified PGPS means any existing PGPS that is re- graded or re- contoured by the proposed project. t: t'rv� 53 Landscape management plan means a King County approved plan for defining the layout and long-term maintenance of !', i 1 °': <: landscaping features to minimize the use of pesticides and fertilizers, and to reduce the discharge of suspended solids and i r411►7 other pollutants. Guidelines for preparing landscape management plans can be found in Reference Section 4 -A. Submittal r� " `''" 14, requirements are detailed in Section 2.3.1.4. ,14 0 ' 9/1/9}{ 1998 Sur lace Water Design Mantra! ' al I S 1 -50 r r i tt :a t ' V ,n, d . . .. �.; .•• , .n..s . r9wfs.? Nid3aGjs • w }!. "0 .• w„d,^.!rY.iL ^'S Ri;1';- ;aKn 'INN 'NA,Ar w.. . --- .A. r - „...._---,-, I _ t , . .. . . Pi t tIAIII 1-1• .. . E er) ... • • ,-. 5 ,.._. , Col ., .. , Aii, r 1\4 . 01:::4 ,...• -Ii = N am ••-i . . . . _... _____,......._„,„.,..,_ E. ..-- NOTICE -t . f 7 v.: t7:-:.; , 17j .„::.,:: , .. r ; r -- : IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR - THAN .C4f.'::; J. ::`: ::-" ..i.::',,' 1 :":',:- ::: l '' * ‘.. --",, 1--.A.L--;'. r.; r- - ,--77 THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. t * -, ',- -- '_,...'"J.'7, - ;;"..1 , 7 ,, .." . . ' f '',,. .7L4........1 `-. - •,:-... - . ■ . . . ..- , . . . . .. A _Ai t \ .) , °1 i 1 , , y ' CONVEYANCE SYSTEM ANYLYSIS AND DESIGN i The only conveyance necessary for this project will be in the driveway for runoff from the south property line to the catch basin in South 164 Street. This conveyance can be by gutter (thickened edge or vertical ! Z curb) or by underground pipe. If by pipe, a catch basin should be installed at the north end of the pipe, the 1 pipe should be a minimum of 8 inches in diameter (preferably 12 inches), and have a minimum slope of ' 1 Z k 1— { 2 %. Q j t . V O N W = 1 H W 0 2 q �. J , LL.< N d • = W ' F' _ Z � ' Z O W . D p O IA • ■ I 111 al h P- , . LLI ion' 0 H' Z I . 1 . • . y .5 iti ro'' y" ', •, ".:;" • .. , SPECIAL REPORTS AND STUDIES No other special reports are expected for this project. 15 ■ ■ — — -- • i I I EROSION AND SEDIMENTATION CONTROL ANALYSIS AND DESIGN The Temporary Erosion and Sedimentation Control (TESC) plan for this project can be summarized by not ' 1 clearing Qutside the approved clearing limits and installing sedimentation control measures on the driveway Z between the south property line and the catch basin in South 164 Street. Such sedimentation control < Z measures could include, but not be limited to, filter fabric placed in the inlet of the catch basin, constructing W the driveway during a dry period, and hay bales or check dams in the conveyance path along the driveway. ce ' Erosion control for the construction of house on this site should be identified during the building permit J U • • review p rocess. 0 0 0 The following notes shall apply to the site also: w z . .. •... u ' .. .. . . ....•..,:. -.. ..,..,w,...,..,.. M-r1+AFiiO' -'Ml ... ....... _ vo M:.`.+aa:=".ao -.1-____. - r f _ -_ .__ _ -_ _ _ _ ____-- - - ti44 _ - U l 011.1 • MIMI ei) .__ • • -• . 16 ,, tNii, II o 11: • , 4 . o i-i = vii;i CM L k . • _ _ ,,, __._ -, -, , 4 , '-' A .': ' A.L. • -. -"' I f :-, ' NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN * - ,-,. .,.•_1 '. i THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. -,- is ) f • Y i OPERATIONS AND MAINTENANCE MANUAL No operations and Maintenance manual will be required for this project. • GENERAL NOTES 1) The information contained in this report is based on a topography map prepared by Schroeter Land Surveying dated 4/5/02, the King County Assessor's map, and on site observations and measurements. If any changes are made to these drawings or the site that will affect the calculations in this report, the design engineer shall be notified. All construction based on this report shall be stopped and shall not proceed until the impact of the changes can be reflected in a supplement to this report. 2) This report is prepared for the sole use of James Marsh for the purpose of subdividing the property at 4724 South 164th Street. All other uses are expressly prohibited without prior written approval from the design engineer. 3) All construction related to the drainage system for this project will be in accordance with the 1998 King County Surface Water Design Manual and the 1993 King County Roads Standards unless specifically mentioned in this report and or approved by the City of Tukwila. ■ -- — - - - .. , -, .. - , • • c..::.•.0..2e. ..':1&4._...,.... - ...• ,. :. .. __.... .• . .._. • g -1 I 1 . (,•,,...,1 ' ''' :. ' - ,..4. 4 - . :1 ..., , , 's - Li. < ,x. ..,, , , .,, 4 : '''",..' IC ' • PHOTO 2: LOOKING NORTH _ p (1) a i . ...-; q ..., • . • •, . F SOUTH 164 STREET AT i i Ai ,rt. KI. ' • ' ..:n ' r: i•■. *-^t, • • .53 .. ” .r. 2 ••• •.. • •-.. - fi . . ,•• MARSH'S DRIVEWAY. APPROX. I . ; ,,. • 4...t.r. • •.'z t., ..... LOCATION OF CATCH BASIN , . IDENTIFIEDBY ARROW. 4 •,.. 1 0 z t- „, .....,. i , . . • - ..., ' - :.••,.: ,.. w uj ' . - .1.-. ,..-r.-_,S • • k D (3 i . 0 r ., CO ...... •••••• 4r'''''t.•,..• I • 0 1- . .••••.,-, ', . - - - -- :" . ' 1.1.1 u i • . I 0 . i . - -2Z ,‚ .-,..,_.. _. — 0 Ili Z , . CO 0 . . .. , — 1 , • . • 0 Z y ... . - , kl • • , 4;.e.?,,•, ,, I '. ''.... .,„ ' • ' '' • f. , *PHOTO 3 LOOKING ..„ , • ,.-, . - .. 0.' dee".1 NORTHWEST FROM NEAR. THE ., 1 • • . : ' . ' . t i.t ) ..,, . ' vf •"' . e : . . . r . . • fti :, i' •-• t et f ,. - ; f',. SOUTHEAST CORNER OF 'I'HE to:r 1 . . t '''''-• ' •):i r r. c t,--, ' • k-,.. „ ., ;g -,11,. . ..,. l'; MARSH PROPERTY SURVEY , .:-- . • I . 1, . • 1 ..., . .q,•., , '1,.,- •,,,,'.•• MARKER IDENTIFYING WEST . ...;:„ .....r ''' • .. • ; ‘'. ' - r - r.a9, " -• , if . ..... .. 1, I% . EDGE OF 30 ACCESS AND . , :.;:;4:. `" ' • 1 -'• . , b''!4.",' • -' •Tt" UTIL,1TY EASEMENT SHOWN IN •_,' J-6.-Ze." •••• • 4 - - ; • .. kt , i ./ • - . - . ? :1k - '' r * - 4k : .... - ";'-'. r ;:•:' , ''''; A 1 .! 1 .`- LOWER LEFT CORNER. HOUSE '. ffe .5 • v - . . 1 -- :::x: - .- - ._ ...„:41,7tx.• .° N."':' : r NI AND TREE SHOWN WILL BE .; :* ' ',.. ' - ''',. \ t' - • - r , ..-..- - -, 4 "' , t,.- ziiir;'... ' -, :* -4 0 1 .c'7 , ;-!•• • 44*, ,- ". -, ', • • •,,,,,t4, .., .1... 1,.., . .:- , t; J REMOVED ., .: ...-.:°..... - , ...,0- ..., • • t. . •,-, .., . .c. ... :,.. - -.w • • , ...i.: 1 % r• V 1 -1i ‘: i•' '‘''' '.... • ' PC 7. .k ..".4 f .... .: 14' e. 1 1 I ;.W4; : 7. ' .:44 : . ..;:. , 14 .7 ::: ....' .' ' ■. ' • • ' • • • Z ' L ., •• :. .. - • ' • • • f **"... 'I '..; .', .4 ' ..!I• ■:•., . •,4,4" . ... , /,!7'.. .. A: •••';'',.....- . - -. , •• .. , • . t t .. .- •A''''.; '•:: 7‘''' -• • . • . f- 1 4. ..k . ,..,„,..".‘. • .: • - - • - 1 f` ' ' .. • .. • • • •• . 4 !. ' , 1 ... - ; '', P 1 .---- — - — — - - - 0 • • 0 • 00 . — " 0 " !' ,... 4 v. •-,4 i • " 0.i 154 lict . • o Irithy-'4 , ' • • . • i . .11 20 0. : .•, . - 4 4f. 'fr ,4 . . „..., . , , ..,, , , „ _ , , p . . +,. ,, ,,,,,,,,, ,,, ,.4444.-.40 • 0 ..,,, ....,..., ., 0 ..., . , • . ■ +4... 4 * 414, 4V/44/44 4 & 4 ‘ 4 11,44 ,,,,,,, M.V . 1■ 4, 4 , 4 , 4”44rn..,..4.4 , 11434.44011. 0,111 I • 4 I • • • • PHOTO 4: LOOKING SOUTH .4 • : , ` � . • • ALONG THE EXISTING t-. J . . • „. ' t ` . r 4 ,. : ' . 1 4 • • .. , .. • r DRIVEWAY. .ry 1 -. - e 1 •` ^4T . .z.: • , n. S . . 'r ` • �� f 1 ` , .13 ` '' V O CO ID a .l: pi s• • Y t .,. � _ r • W O g :-.. u_ < .. ; I. ,,• : ' > '; y .• PHOTO 5: LOOKING d ` t •;!• • r ' �; . , NORTHWEST FROM NEAR F=— _ • .' .. :,, •• •r0. ' THE MIDDLE OF THE SOUTH ? F— I t` .:;; .: g...,1,;,,,rs; � i 1 : • ' ?. ' . f•a z1 - PROPERTY LINE. SHED IN 1 0 ,74„.;.;.,i4. ; '' a ', ' ' .:. - >t ; r ' �•,r- .• : ` ' , ., i UPPER LEFT WILL BE W F- ui •;. , .t.•` . : , ' ; { ;,, • .. � � � REMOVED. RECENTLY G m • • :� - `., % • 1 . �i , i ▪ 1 � ' •.r � _ CLEARED AREA WAS v : r -. •-- - - MOSTLY COVERED WITH • 3 • ' 4 *—, `�-* - ,` • BLACKBERRIES. W W :h "' _ +� �L�.t�. ;:.Vi. - : • • . ° :. __ • . tr M y�{ - . '7 �•� i i. ; - - ' s. `.. LU in )` .. h_ -4�1- ,�• " • -•...G' - ate" —'. -^•�.J,S.' r T :.' - ± ' G t � — ▪ • : -: r. ,rk, . , y: y r, r a ' O '� M1 . 4 '4,..-t �`'. •T�: :.�•,. � C ' � :. - ._ -tg; ;e . _ _ t it,.• Y � ` /F : Z PHOTO 6: CLOSE•UP OF THE ..',.!1..„. r , : , .. YARD AREA ON THE NORTH , . .•;•• • a;,.., v Ma : ;:- SIDE OF THE EXISTING :; HOUSE. • .. ' 1\ '°' s ! • { ' . ,` . ; _ ; 4 : : '— ' - x• , /e- 7 • •>`. - 4 , • - - - 1w � , Mew= i,^ , � (` i . �r • « �` • . .. . ` J ' r .n I 'j'' •:er.{ .1- ~ , a.. � zt , . - '�" , :� ' y �. i '2.,. '.• . • � 1•+,7 -:. 4/.., t•r , . ,F 'r k - !•t ,Y . . .....ic �. � •. �„ . . i ... 4nc v ; • . - .:.% f ; • y. • � ! t - -. '• f ' - _ t a'§� „''?d . • .-. ;r : i 41.4 * 1. 7 h �}�?, t. ,1 4 u 1'ir; : 2'�1L: . Ata, 21 :• • - '':a.:, . ,{.. , .. ..,..+. ,,.,...,.c, '+•, , u...» ....., taa:>K fiiJ....4r:c ..• ua•.•ww.mmm..+nm ,,r.s.awan .1,•.0,444••"Kf F anC. ..,,, "•.,_. .. .n MwkfO+•. w,w .•rv„e < .- ,......,.,,, ....,.., e.. r,.. .nw.u�•r;•viYCr �i9 >?wGf'SN�?P'A • • S " 4 /- ■ . ..- - r % •\ \ II ••• • .: 2, A ' • " ■ •• 0:3# ''t • . ''.. Ammeiir PHOTO 7: LOOKING • n., n, t ..- ‘,. -, ,,....• , .., • 1P4 TAILIVI4P7'..... 0 SOUTHEAST FROM NEAR THE i 4 • •t 4 i s p At i \ t* t -•111 S'.1i Th • ' 's NORTHWEST CORNER OF THE i yi l ' ./:"• .s l - : ' . 4 '4 1 ,644 . 1 . ov Vs, MARSH PROPERTY. SOIL LOG .... i , e -• • •-... HOLES AIM B3ENTIFIED BY Z • • ) .9-' .4-,-,..,....- ARROWS 1.- Z .i. „,,......: . : u. ag • .4,k -' • ,-- '. -4:•e- . -- : . • • - • -. -miltrito -. ,• .,,• ,-,....- -4 .a.„, . ••-:, ,y ,..... .1., t .4..„ -, ..:1.•4•1',V, q • 1. - , , .• , -' Iss . . • • 5 .... ,..1.. ,*. ,,,,,, ‘,. • ..{.,' , ,7,-, \ c , ...• .._1 0 T 1 . ,• i ''';'" . 4 i -•‘ ' -. ' . • ' ' 1 0 0 , 1 CO 0 1 - • - s , .:,,,,,... , . ▪ ,4: ,, .-- ■•••,..t .ni •. ' ..- ■ " y.„: --, ?,.., -‘... ....„ , CO ILI , .......,, t ,.:.. "'" r, . • III :PS . • .->`` 4§4 - •- • Z :‘ '" ' • ' %, ... ' Nxfi'' ,. ^. , ` ^,',"•• • - 4 ... - .. '::•- ----1 -. '• • - , • „ ' %.,..,-/i M-1. --- — I I — - -- ,,.."--; . 00 .:.!,:,,. , ..: •, ,. ' l'•' W LL , - - %..4t,..1 4 t 'f.‘•, ; :. • 4 . 1,7 0 , ..... 1 - , ...,.., ... . I .—• . .... • % , — ., . '":2 , ' -4".''.... " • & ; ■ • . g ■/ ) q • .. • ••• • \ - 11. < (.0 '' 1 / ..L 1 .. -' '‘ 4tl i' . ... 1' ' i ' l ....... ' Wk., ... PH0'1'0 8: LOOICING I— - ill 1 - '''' .i .i. 4 1, i • , `1, • .;. ptiti!„:„' )4 1.4 ' SOUTHERLY ALONG THE z E— l .1-4: . ., '• • ,, . . •. JR 4 . . *. •. . t /.1 ' . • ,!'. . l,..: ‘,.% 4.. A x - fi IV WEST PROPERTY LI . NE. i-- 0 ASPHALT BERM IDENTIFMD ..,'-rn.:, . *- ' . .,..• - .....,' • } ‘i ' '.. iq-. • 11.1 tu 1 .0,--0..j , .4 . • .. -•••?• ,.. -.;.. , . ... 4 • / s, • . : ' t ' , ' , ..t 1 ,., i ' . i 4 ' ' -I. .0,1 BY ARROW. NORTHWEST 2 D ., • . ' . ., 71 -„. $' , . ' -,, Al••• '' • '` .' ,, . , .,. ,•, 4.,. a . .. - • A 3. ...1..; • , . •... ....I..-, • . --- . •-... , - ',1 • • -+.. %., - ..v%„ - y r.,_••e- • ....---.4. • .• '''.,. ‘,. •• ."•:. !••• - : - . - PROPERTY CORNER OF 4 D 0 0 u) 1 ,,,,1 „,...•,.,..,.. ,-..,..... -.:„ ,,, ,,.?,.. •,.. 1 ,-.r.;,. . iL MARSH PROPERTY IS NEAR -s-'!. A,' ,..,4 , 0 ,-- -1 2, , , • ---: _ :--.. s .. 1 4, :. -., i .. 0 .. I ... . POWER POLE. g 1.-. • - - .1 . .. P‘' - : r t ' ed't•s -.le • - " . • 'Itz Ill in 1 . ': 1 -,._,.',' '.' .. -- . .. '"r- --- . — F 4- -,---,... ■ 1 0 I— — , ,,S.)- z' -, .• . -:•.-., '-' --i of:1,....f4 IL. /F A Z. . • i• • • . ■ 4. ' • • s..• • • lc •,‘ • • 'ft'. •,..itt .^ ^ -..• .1}, ''.,...,' ..,,.. ' ' ' ''S ''''; • • i . .' 'I, 1 • '". =,... : • .."W ' 4'• .' ,.•• - ,` --• ••••••:•••••■47...=.- ,...-,,I.2:'14, +:: .1 I ;.";.s,t;,•,',..,,,..,4,0i:/■• , I11.1 In • r% a i . : . , „,,,,e- zivf,,,.4,,,j;,-,,,e1.:41-;,•\,,,`1/2,,.‘ik.I,. • , .* . ' ‘,.., ..- wecw _ • 4 a.a., .., ... .•-• • ,' ... w .-,• le . -..-,‘,0 l ; = E „„.. - ,.:, - - ."OPZ,3 ,:?..' '''''' ' " '''' ' ' .....- r. .„,,_ ,.., . ...., • ' • • • , ...,-.. 7 „. wg -„,-• • - _ .. .... , . , , .. , n•-.,-). .4..v „. . • •:,,,,- .4.-- 4:1 -..' •): - ', 6 45 PHOTO 9: LOOKING . I i 1 r,t '' • -0 re7-- 1 1,„:,---. , , • , 2 4,•.. . ?.. .;.. NORTHERLY ALONG THE 1 . i i. 'Of • ! " • '-`•fe • •-• ••*. 6,•• ;),,,, ' ..4. ./•■4144 WEST PROPERTY LINE. • , "-`., ,. • 4 ';‘ , • , .); - ..., AI •• • •„-, • : • ., 4 41+ 41 t4" .1 . dit,, --,, 4 . & • '' C i•:•,.. i 1 ' • v .. , - IA 4 1tii••• P A Sa . t .r • r '. . ,, 4;11: • - ...:•*": 44 „., „,' • Ye.. :: r',.i. . .. i ......... , • • , :so io..,. ',' . 4 , , .. . .$,.. • ... 1 • t .. •• „,, .- ,, .... - -... -... la . y•-. ',Irv =-- •:- , :fp* . -,, ..' r ,,. Is ' J. N.., 1 , , , .; . , r 1gs ' e!4 l t(i$ : Tl ... 117 s ' 1 ,,T• ;i at P. '. ,,, . , • 4. *-; ,.. ---, , „, . ,••••••:..•-• .- • , z.v•-- 0 .....4.—"••• - ••• & •1 / ,,v`k i_i ;••& „•••.-- --• . 4 ,tr . •,:a„ - „, ' '.{. .‘ -,.,?. t•-•--- ....,...„..„., • 1 • w -' ..:1,,„ .,:t , 2 . 4 " 1 "*4 .e ., . ..•• •.• r- • , „ • . ...1; • I. :5 4 .11 41.aii . • ' - . 14....1.''...-e----s: '” ‘-.."- 't v`f" ifi 14. 1 L • ' 4WD t : P l' • t 't,iik:V 1 Ipt-i- 4 ) • • • 22 , Dm, in -- • Recommended Footing Bearing Pressure for New Residence RECEIVED g CITY OF TUKWILA w D = a Dear Sir: SEP 3 2002 I- _ i Z � i The following information is provided to insure proper footing design and to preientw' CENTER z 0 1 water in the crawl space. _ __. ______ Ill u Soils Discussion: "� o - w W From miscellaneous cuts on the site for terracing and along the lower bank it appears that the soils are the fairly typical sandy clayey loam common in the upper elevations and "_- z ' I hillsides in Tukwila. These soils have from low to moderate permeability and typically w z do not allow significant flows of groundwater. These soils have typically low erosion v z po in an undisturbed state, and from low to moderate in a moderately compacted or o ~ • z weathered. . • , i i These soils have good bearing capacity in the undisturbed state. They cannot be ' recompacted for structural bearing in foundation areas, and significant trench backfills 1 i under foundations must use mechanically compacted pit run or suitable equivalent in ' these areas. I Conclusions and Recommendations: The soils on site are acceptable for common footing and stem wall foundations. Footing should be a minimum of 18" below finished outside grade 1,` r i : Soils in an undisturbed state will have a safe working soil bearing pressure for footings of . o�: "` 2,000 psf. , . . i �� Due to the poor drainage characteristics of the soils, a positive footing drain is required around the entire building perimeter. i �, r,. b 1 1 0) P Ilit 1 q 1 - - ?.4.:,!icl, .. .. o. .... �... ... a,.t �.... ....at._......rr.�i. n.4a1..1... G ,> a. r_,4. L: rA: mt ,� «5.�..:.L.t:]n41aL?� d` +Y . . tl , "7,111215,?32.r t• , - - J `1,.!/ '1 „` ,1 i 1 1 1 7 1 1 Runoff from the roof should be collected and directed away from the location of the z foundation. F re W The finished grade around the building should positively slope away from the building 2 6 1 f or a distance of 5 feet or more, and the yard should be contoured to lead any uphill j o runoff running in the direction of the building around it to the lower yard. . cn ° W I 1 There should be no "low spots” in the J finished yard contour to trap runoff during wet cn 1 weather. w O Questions relating to this report may be directed to this office. u. co a . I z,_ Zg Bruce S. MacVeigh, P.E. t Civil Engineer : r � 1 S' Mac jr MARSH02 o ° ^.�wo\ \ VAS h , Lp : o co ~ ,f fc ,0 18657 ck 111 Z tom. 160 44' t' J , v . 2 N , : C' - P I ' z 1 EXPIRES: 4/24/ Y3 1 /....? ..s2 vZ ,. I ti 1 1 ■ 1 1 -` ,2 :, � r }tFi t ??9 I ' r -- , - ■-- - - - - _- - - ,� ' - • . .•` Bruce S. MacVeigh, P.E. Civil Engineer /Small Site Geotechnical CITY of TU1;WILA 14245 59 Ave. S. APPROVED • — ^ "".w ., ' The bank is noted in sensitive mapping of the area used for screening by the City of . Tukwila staff, and as such has been identified as a potential Sensitive Area. Field measurements indicate the bank to be typically eight feet high and fourteen feet wide, with level ground above and below it. It was produced probably 30 to 50 years ago to z • provide a level parking area for the house on the site, and to produce usable level land , _ below the site, to the east. The bank was probably produced by equal heights of cut at the . w bottom and fill at the top. The typical sloe is 57 percent 1.75:1 P• YP P P ( ), reater than 40 g ,.: ' i.:.'r: :. r . .. ,, .:.,,.1; ....: •. ..:... .,•:,... •:'/:..... ,.:.:T `5 •R?:A.'... irC,i' .,x.f.n:•f w•:.a .. ........ _ - \fir \1 ♦J� I f 4 i. . i^a Y } f 6 1 f I , Questions relating to this report may be directed to this office. Z �. H p; 1 B c e S. M, P.E. Civil Engineer Y , ' Sac j MARSHO1.doc N w I 4 co �� , N O u j I" 1 1 �� N . • IL Q .d 18657 N � : 1— ILI j ":s r "' Z f- EXPIRES: 4/24/ L? Z 1 — y . . 111 ul l2 .53 'd z D 0 U p 1— =W {" H t �' Z 4 itI N ; U = 0 z 1 j , , I I 1 1 rilz- { 'y ak , .: - `�" +h P t a ,� � n ; ;��,. .1 , §, d 1 i J . ' • • , - • • Z < . 1- Z C 2. 6 . ...i 0 - 00 O CI (ow Ili I • .. -J 1.- CO ii. i l • 2 g -I • 1.1- CI)P- - ...., 1 . ' • .. • . . :. I^ 11 . • . . • . -. .. . ..,. ••- • . . where . , which ., 1 ; pbte ntia-ilischigh • . •••.. . • • .• • • ,-,..--..,..,-- .7.: - t , •• r .:. - .., :...*_. ' . -...." r .,• ••_-...::.1;.:. : • ■•.,. .. 7 1 'i: 1.... '..; •••••• . r•''',::.. .w. c '..;:,_*, V. ,, . • -. • . • , -..--. •;,. - ..c - c • _ i--.1..44.5, ,....',..... : : 7.! : 'i•• .'' • .: ; • ••-. • 7. . , ... ' . •:. ;v:T..,*-: "-.7 ...... 4: 4:,:. • --.- • .-,. • F,' ••• •••• .• • ••• '' mclu d esareas.sloping:kbetween.:15-01 ercent and which are .. • . . „•••• ..„ •••..., .. •,k, . .' ' ;„_::' .„...,g'.:1:.. • , ...:..i '.....- -...:',, . 1. • • ..:'•,: . I.' t.' ":,... • • :!' ,:.7. .7.. ;L .•....F: .: • . • ■ ' : " • .... ..*, 4 "4 r....•;;;7 ------ 7 -7 ' ' .' • •• . ..: : • " ... ' . - "''' • ' 4 ' t • "Z • ...- , ...: ■ I . :.S " 1 • .,• .„ •-• . • - .,..... .. . v. . 4 . . .. . . • . • :1"." • • ' ' • ...: F :- ,:. ••••:•::,.; :` :: !•• • ir.: . :io I ' '.. 1: '..-•-•,•' ,:: . e, ,,,,,,:. ,. . . i '' 7 ••••1 • ,', .'• .. ' * :: L•- - -- - - - - : ' Funderlambyirelatiyelyarapermeable-.soi157.or'beth and which , .. • " • .....--,.---.. 7 " ' ' •••• •• • --•:--•- , , 777. , •;' 1 -; -` ..'m • 43 . .•• I.:- • • : .. • ' ‘i .: ••:"•.' - + ..__LN- •,, ''':',.:: . • it.: '. .7 .. . • ••• 0'. . - ' ..:;•,:.., . : • * . i , , - ; , . ' ...,, ......t...•.%2 ..7 ',Z +;, -•••ct_L l'::. rt ...,. :ti..t., i r c . ',.r.,z, c-----.. ....',4 7, . ..r , -.----+.-- 44"..ne -.. ..- - -n7 ,-, :' , :,,, -- tr. .-.. t4c. . . 4 . 7 ' ,, - ..f. - ', • ...4'....: '.. A.. also morelhani4 0 percent... • . , . • 1"r7-1-0, ->,,. t- , ' ' :1P ." --, : .77- •• - • ••• •••' • •• - ' • ' - • i''' ' ••,. -,''.....: ' • ' ' • .....'‘...•••."-4.•:.-7.1;14 H r • • :- • .,,.. 7- .T......: - :,3 , 11 .k,...z.,,,_ _ ., ,. • . , . • ' .• i, ... '. -170 • .7..• • ..1 . • -1. • . 3..'": :....71 z - „, • ,.,., : i ei:- 1.'• . .1' , ; - - 4 • '' . • • % ': .; • •'' ' • ' ' i:.: • . i I: '. .'.7. -‘ • • • - . . 1 . 4 4 ; • :, ,..t, i , 17,:''' • ::::: , i1 , ,,`:•',..r.‘,:+r- . lr'. ..: . '• • . 4 . .. ) 6.1 ..-- • --- ‘.•"',. :.`•: Class ...4 . e--..w erellaildslide•potennal which include ,••,.• • . • • • .4-...• , • -.••••,..--..-,..,-...-..,•••,...-,...-,-,-. •; -i-7,t . ---:- .' "::.., 7 ...= 1 ' • ' .....- ' - ' . .. . i ,. -." 4 , ......,, • . , - • . , 1.:* _ . •• ,- • , , .i .1. •-; -. : :.7 .'" :• ' : • I:. ... ..1, ". • • • . •i•- I. • e.4 -''-' .. .•"' '. . .. • ;...' slop in , a areas with-mappable zones •of al ound water seepaae. and which .... . , r , . ,, , H zm • . . .. ___ • •••.:7 • '• 4b - : ''': --. ... . . :: 7 ... also include:ems gm hde.deposits regardless of slope . ,.. : ..... • "•.1. ; ' ; . ! • • . - i . t . . ''••••• • ' '; •••::::.• •-....-r I. ' i . -,..7 _,. , ::::-,- • I,:' '„,,,,, Note: .., '• ' . '7-,.... ' - , , - ', I ' J.:: - •.: ': - • - ', '' •-• ---, ' - • - ' : 44t.',Z . .:• • ''•:-7,r- . I; , : •• •••• • : • •- / s'.. ....:. - ' Class.4 on sections 22, 2., and .6 04*., . • )•$0...it,.,.,,t-, . • ...,..„,.._ . ... . ..,.. . . •••• • s: . . .. .•:. .: •••• ..:. : \ ;!. :::.:•:,• .... .. i•••: • , . 4.: , ,... --' •',.- "•"''. 2 "- : • i '.4 ! il . 1.4: 1":1",. : Areas of potential •siesmic nstablIty,.with soft soils, loose said and ,... , ._, .., . _. , • .. and a shallowaroundwater-table. - ,._ .. 1 -.-*•■•.'Zit - 5 • • • ' j' ;•• ." - q 1.. ••■•••0• : . . • ' ' • • . l ,-,,,,,,,. , •••,). • • ---- • ' ••••;.z . ' • - : ',." - -: '-'" ..":;'. ., ... -. ., . i7n:,-..,- • . , - - - * ' • .. ,., ,. „ ...:, s•. . , .., . 4 r•-••. 4, ,v ,,,,,,c. ••0• or ett.d. i'i!0 ,' i4nr"Mont ,•.. - ;••• ,j+,,, V...1.4.4........... + • • • — ------ .. 7--- r , ___ _ _________ ti °Il till IMI • [ 5 et) • • E . * = t:101 w 01 o = t\i) I 0:::) 1—• , = , cm , . _ ....... , _ ,, _ _ ' ._:,..„,,,_:„....„_:. ,,..., t '7- - ...---. - = -: .1 k- 'NI-. i c , & t ,. ' -,,.:' "";"-rf- "c' ',.?" 1 ' i= : -: ' ' 1 . NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR k 1 ---2,,-.1 t' .... ..-. -,:. j ei.: Z ,, , - , THIS NOTICE IT IS DUE TO THE QUALITY OF THE 1 7 DOCUMENT. ; ;.. , --, r,..-:.•,,,,.. P - f:`" • — - * ' . --- , 1^ J ' . 4 .: ' .7..;- , 2Z e: ,, -----," -- , ■/ , • — . ,' I \ j - y.!/ .. r . is 1 i j 4 . . Uniformly Loaded Floor Beam( 97 UBC (91 NDS) 1 StruCalc 4.06 By: JEFFREY P. DEROULET, ARCHITECTS NORTHWEST on: 03 -19 -2002 Project: 2400A2F - Location: BEAM OVER NOOK Summary: 5.50 IN x 9.50 IN x 10.0 FT / #1 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 70.5% Controlling Factor: Area / Depth Required 7.08 In Deflections: Dead Load: DLD= 0.03 IN Live Load: LLD= 0.11 IN = L/1048 ' Total Load: TLD= 0.15 IN = L/813 Z Reactions (Each End): Live Load: FILE COPY 1 RD= 1600 600 LB , H Z Dead Load: --. Z Total Load: ' '' , I. - •........ .,,. -.r, ' RT= , 2063 LB re 2 Bearing Length Reqd.: . BL= 0.60 IN W D • Beam Data: U O Span: L= 10.0 FT Maximum Unbraced Span: Lu= 1.334 FT 0 0 co a Uve Load Deflect. Criteria: L/ 360 u) _ :i Total Load Deflect. Criteria: L/ 240 _i i Floor Loading: Floor Dead Load: DL= 10 PSF uj O Side One: Floor Uve Load: LL1= 0 PSF 2 Tributary Load Span(Side One): TW1= 0.0 FT Side Two: Floor Live Load: LL2= 40 PSF J Tributary Load Span(Side Two): TW2= 8.0 FT Uve Load Duration Factor: Cd= 1.00 u) p - a 1 Wall Load: WALL= 0 PLF 1 I- _ Average Uniform Live Load: LLave= 40 PSF Z � Beam Loading: Beam Total Uve Load: wL= 320 PLF Beam Self Weight: BSW= 13 PLF W • - Beam Total Dead Load: wD= 93 PLF 2 n Total Maximum Load: wT= 413 PLF n 0 Controlling Total Design Load: wTcont= 413 PLF 0 Bending ri) Properties For: #1- DOUGLAS FIR -LARCH Fb= 1350 PSI — Shear Stress: 0 H Fv= 85 PSI uJ = V . S Modulus of Elasticity: E= 1600000 PSI h- 1 Stress Perpendicular to Grain: Fcjerp= 625 PSI u.. Z Adjusted Properties: Fb' (Tension): Fb'= 1349 PSI U u) Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.00 I Fv': Fv'= 85 PSI 1"' _ • Adjustment Factors: Cd =1.00 0 ` Design Requirements: Z Maximum Moment: ' M= 5159 FT -LB Shear (@ d from beam end): Ctrf OF 1YO V= 1737 LB Comparisons With Required Sections: APp A Section Modulus: Sreg= 46.0 N3 S= 82.7 N3 . . Area: O CI - 8 2 AreAq 52 2 N2 ' Moment of Inertia: �.}QIrU 'req.= 135.1 N4 1= 392.9 N4 etfit- D1\15 5046 :1.-f. ' 4 REGISTERED r")'-'1'11R-H RECEIVED � 1 , may CITY OF TUKWIL . ' :� �� / ' s' ' JUL 0 5 2002 . >r� i er F'- . ma y- �'ti: �, t / `'�► � r , w ., , . 1 . TE OF • N IN GTON , H t PERMIT CENTER e. 7M: [ r-‘, i .. _ .. ql ho.kLi,;.,4 a,,; ., .. ., ._ ,;..;,......�,..a:c., .. ....a,„ -,K.», ,.— ,,.•., ., ,... w .� +- t3r ;r v7r' tth°tc ..,,+..., ..- ... ...,. .. ,... ,........ uar.+o , s. ,•,, 1 . I , - --. - . _ - A. am - ._ f .-. 1 • i , 1 Uniformly Loaded Floor Beam' 97 UBC (91 NDS) 1 StruCalc 4.06 By: JEFFREY P. DEROULET, ARCHITECTS NORTHWEST on: 03 -19 -2002 Protect: 2400A2F - Location: BEAM OVER POWDER ROOM Summary: 3.50 IN x 9.25 IN x 7.0 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 27.6% Controlling Factor: Section Modulus / Depth Required 8.19 In Deflections: DLD= 0.02 IN Live Load: LLD= 0.06 IN = L/1305 Total Load: ' e Load: TLD= 0.08 IN = L/1029 Total Reactions (Each End): Z RL= 1540 LB a • j Dead Loa d: RD= 413 LB , 1 Z Dead Loa - • Total Load: RT= 1953 LB re u Bearing Length Regd.: . BL= •' . 0.89 IN Beam Data: L= 7.0 FT U O Span: Lu= 1.334 FT N W Maximum Unbraced Span: U 360 Live Load Deflect. Criteria: • 240 (0 H DL= 10 PSF Total Load Deflect. Criteria: Floor Loading: � N 0 0 PS Floor Dead Load: TW1= 0.0 PS DF W 1* 0 , Side One: Floor Live Load: 2= 40 1 0. Tributary Load Span(Side One): LL FT Side Two: Floor Live Load: LL 2= 11 0 PS F 2 n u_ Q Tributary Load Span(Side Two): C 1 N < Live Load Duration Factor WALL= 0 PLF i = O Wall Load: 40 PSF Average Uniform Live Load: LLave= I — W _ Beam Loading: wL= 440 PLF Z� Z O Beam Total Live Load: gS L = 8 PLF Beam Self Weight: wD= 118 PLF W Beam Total Dead Load: wT= 558 PLF W 0 1 Total Maximum Load: w Tc wT = 558 PLF O 0 Controlling Total Design Load: • ont Properties For: #2- DOUGLAS FIR -LARCH Fb= 875 PSI _ i Bending Stress: Fv= 95 PSI ' W W Shear Stress: E= 1600000 PSI x U Modulus r Elasticity: Fc _perp= 625 PSI I- ~O Stress Perpendicular to Grain: Adjusted Properties: Fb'= 1048 PSI Z Fb' (Tension): W co A djustment Factors: Cd =1.00 CI =1.00 Cf =1.20 Fv . U Fv'= 95 PSI S2 H O • Adjustment Factors: Cd =1.00 z M= 3417 Design Requirements: FT -LB Maximum Moment: • V= 341 LB j Shear (@ d from beam end): Comparisons With Required Sections: Sreq= 39.2 N3 Section Modulus: S= 49.9 N3 1 Area: Areq= 24.1 N2 A= 32.3 N2 Moment of Inertia: Ireq= 63.7 N4 • I= 230.8 N4 . L • i tl!,/ ~ 11 D 3 ;5 �;7rq , L. ✓1<, ,, Y , h 'a:: � q� 7 , ■ 1 w/ • t i 1 , • t r ^` i t . f Roof Beam( 97 UBC (91 NDS) 1 StruCalc 4.06 { By: JEFFREY P. DEROULET, ARCHITECTS NORTHWEST on: 03 -19 -2002 Project: 2400A2F - Location: BEAM BETWEEN DINING AND LIVING Summary: 3.50 IN x 9.25 IN x 12.0 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 26.4% Controlling Factor: Section Modulus / Depth Required 8.23 In Deflections: Dead Load: DLD= 0.10 IN Live Load: LLD= 0.18 IN = L/814 Total Load: TLD= 0.28 IN = L/518 Z Reactions (Each End): . Uve Load: RL= . 840 LB ' _ I Dead Load: RD= 480 LB ~ W • Total Load: ' RT= , s 1320 LB • c QQ 2 Bearing Length Regd.: • BL= • • 0.60 IN J U Beam Data: O Span: L= 12.0 FT v 0 0 Maximum Unbraced Span: Lu= 2.0 FT Pitch Of Roof: RP= 3.00 :12 J H Uve Load Deflect. Criteria: U 240 I Total Load Deflect. Criteria: U 180 to u- 1 Beam Loading: uj O ■ 2 Uve Load: LL= 10 PSF 2 a Side One: Roof Dead Load: DL1= 0 PSF Roof Rafter Tributary Width: TW1= 0.0 FT Q Side Two: Roof Dead Load: DL2= 5 PSF u_ d Roof Rafter Tributary Width: TW2= 14.0 FT Roof Duration Factor. Cd= 1.15 ' H W Slope Adjusted Lengths and Loads: ? H Adjusted Beam Length: Ladj= 12.0 FT F- O Beam Live Load W/ Slope Red'n: wL= 140 PLF Z H Beam Self Weight: BSW= 8 PLF W uj Beam Total Dead Load: wD= 80 PLF ? Q t Total Maximum Load: wT= 220 PLF Controlling Total Design Load: wTcont= 220 PLF U N' Properties For. #2- DOUGLAS FIR -LARCH 0 H Bending Stress: Fb= 875 PSI W W Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI . X H Stress Perpendicular to Grain: Fc Fc_perp= 625 S _ O Adjusted Properties: Fb'= 1203 PSI al co Fb' (Tension): Adjustment Factors: Cd =1.15 CI =1.00 Cf =1.20 0 _; Fv': Fv'= 109 PSI O 1 Adjustment Factors: Cd =1.15 Z • Design Requirements: Maximum Moment: M= 3960 FT -LB Shear (@ d from beam end): V= 1151 LB Comparisons With Required Sections: Section Modulus: Sreq= 39.5 N3 \ S= 49.9 N3 • Area: Areq= 15.8 N2 A= 32.3 N2 • ' Moment of Inertia: Ireq= 80.2 N4 I= 230.8 N4 ( . i ' • !!mrTy-.4 • ', I, ,., t4rt m.:' IN f '� 3 L v' , i. . . -- , , . +wnaMpsMM4. . • - i - rye c .1 � .r' • , • ;T { Roof Beam( 97 UBC (91 NDS) 1 StruCalc 4.06 By: JEFFREY P. DEROULET, ARCHITECTS NORTHWEST on: 03 -19 -2002 Project 2400A2F - Location: BEAM OVER COVERED PORCH Summary: 5.50 IN x 9.50 IN x 8.0 FT / #1 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 38.8% Controlling Factor: Area / Depth Required 7.24 In Deflections: DLD= 0.05 IN Live Load: Dead Load: LLD= 0.07 IN = 111455 Total Load: TLD= 0.11 IN = L/857 Reactions (Each End): Z RL= 1800 LB Live Load: Dead RD= 1258 LB 1 T Total Load: Load: Z RT= 3058 LB - QQ tu Bearing Length Regd.: • BL= 0.89 IN , - 2 Z Beam Data: 6 v } Span: L= 8.0 FT U O Maximum Unbraced Span: 2.0 FT 0 Lu= Pitch Of Roof: RP= 6.00 :12 W = Live Load Deflect. Criteria: L/ 240 � x Total Load Deflect. Criteria: L/ 180 F. Beam Loading: LL= 25 PSF u1 0 Live Load: Side One: Roof Dead Load: DL1= 0 PSF 2 Roof Rafter Tributary Width: TW1= 0.0 FT g Q Side Two: Roof Dead Load: DL2= 15 PSF Roof Rafter Tributary Width: TW2= 18.0 FT N Roof Duration Factor: Cd= 1.15 ` I a _ Ladi= 8.0 FT Slope Adjusted Lengths and Loads: Adjusted Beam Length: Z f- Beam Live Load W/ Slope Red'n: wL= 450 PLF I- O Beam Self Weight: BSW= 13 PLF Z I Beam Total Dead Load: wD= 315 PLF w Total Maximum Load: wT= 765 PLF U p Controlling Total Design Load: wTcont= 765 PLF Properties For: #1- DOUGLAS FIR -LARCH Fb= 1350 PSI 0 I"' Bending Stress: Shear Stress: Fv= 85 PSI W W Modulus of Elasticity: E= 1600000 PSI U Stress Perpendicular to Grain: Fc perp= 625 PSI' 1- H Adjusted Properties: ' = roperties: - O Fb' (Tension): Fb'= 1550 PSI Z Adjustment Factors: Cd =1.15 CI =1.00 Cf =1.00 . U N Re: Fv'= 98 PSI H 1 Adjustment Factors: Cd =1.15 O Z Design Requirements: M= FT -LB 6117 Maximum Moment: M = 2453 F Shear (@ d from beam end): Comparisons With Required Sections: S 47.4 N3 1 Section Modulus: • 1 S= 82.7 N3 • k . . . Area: Areq= 37.7 N2 A= 52.2 N2 ' Moment of Inertia: Irea= 82.6 N4 I= 392.9 N4 ; , 4 !'''1 , ,ft , , i L M1 ' 4 { 1 % — .- �,lr ,, 1 • i 1 f i Roof Beam( 97 UBC (91 NDS) 1 StruCalc 4.06 By: JEFFREY P. DEROULET, ARCHITECTS NORTHWEST on: 03 -19 -2002 1 Project: 2400A2F - Location: MASTER BEDROOM WINDOW HEADER Summary: 3.50 IN x 11.25 IN x 8.0 FT / #2 - DOUGLAS FIR -LARCH - Dry Use 1 Section Adequate By: 21.9% Controlling Factor: Section Modulus / Depth Required 10.19 In 1 Deflections: Dead Load: DLD= 0.04 IN Live Load: LLD= 0.06 IN = U1730 1 Total Load: TLD= 0.10 IN = 1/995 1 Reactions (Each End): Z Live Load: RL= 1600 LB , 1 1- Dead Load: RD= 1183 LB F' Z Total Load: RT= 2783 LB re 2 { Bearing Length Regd.: Beam Data: BL= 1.27 IN I .. U ' Span: L= 8.0 FT U O Maximum Unbraced Span: Lu= 2.0 FT W O Pitch Of Roof: RP= 6.00 : 12 W = Live Load Deflect. Criteria: U 240 _i t- Total Load Deflect. Criteria: L/ 180 co u_ ( Beam Loading: ' W 0 Live Load: LL= 25 PSF 2 1 Side One: Roof Dead Load: DL1= 16 PSF g — I Roof Rafter Tributary Width: TW1= 16.0 • FT u. Q Side Two: Roof Dead Load: DL2= 0 PSF M 1 Roof Rafter Tributary Width: TW2= 0.0 FT 0 I Roof Duration Factor: Cd= 1.15 w Sloi a Adjusted Lengths and Loads: Z H '. Adjusted Beam Length: Ladj= 8.0 FT i Z O Beam Live Load W/ Slope Red'n: wL= 400 PLF Beam Self Weight: BSW= 10 PLF W W I Beam Total Dead Load: wD= 296 PLF Total Maximum Load: wT= 696 PLF p 0 1 Controlling Total Design Load: wTcont= 696 PLF U to 1 Properties For: #2- DOUGLAS FIR -LARCH 0 i- 1 Bending Stress: Fb= 875 PSI Shear Stress: • Fv= 95 PSI = W Modulus of Elasticity: E= 1600000 PSI 1- U ■ Stress Perpendicular to Grain: Fc_perp= 625 PSI u_ Adjusted Properties: Fb' (Tension): Fb'= 1103 PSI U - ■ Adjustment Factors: Cd =1.15 CI =1.00 Cf =1.10 ' Fv': Fv'= 109 PSI r- � Adjustment Factors: Cd =1.15 . Z Design Requirements: . Maximum Moment: M= 5566 FT -LB Shear (@ d from beam end): V= 2131 LB Comparisons With Required Sections: Section Modulus: Sreq= 60.6 N3 S= 73.8 N3 • Area: Areq= 29.3 N2 A= 39.3 N2 ' Moment of Inertia: Ireq= 75.2 N4 s 1= 415.2 N4 • , , , ;A: " fir ' -,5S 5 .1 I � - 1.= 9 N ,. , w. wWwwwWN n +rti nYTYrt3w YYY4:/]W - - • , - / - e rr �' , .'` I I 1 Multi- Loaded Beams 97 UBC (91 NDS) 1 StruCalc 4.06 Bv: JEFFREY P. DEROULET, ARCHITECTS NORTHWEST on: 03 -19 -2002 Project: 2400A2F - Location: CENTER BEAM OVER GARAGE i Summary: i 6.75 IN x 16.50 IN x 20.0 FT / 24F -V4 - VISUALLY GRADED WESTERN SPS - Dry Use Section Adequate By: 14.8% Controlling Factor: Section Modulus / Depth Required 15.59 In Deflections: DLD 0.25 IN Dead Load: LLD= 0.56 IN = L/426 , i Live Load: TLD= 0.81 IN = L/296 Total Load: End Reactions(Left Side): Z RL1= 8614 LB I Live Load: Z' Dead Load: RD1= 4233 LB Total Load: 2 End Reactions(Right Side): F- RT1= 12846 LB R 12= 6053 LB Live Load: RD2= 2343 LB U O 1 Dead Load: RT2= 8396 LB N Total Load: BL1= 2.93 IN N W Bearing Length Reqd.(Left) : BL2= 1.91 IN Bearing Length Reqd.(Right): C= . 0.37 IN U) u,, Camber Regd.: x Beam Data: W O 20 Span: L= 20.0 FT i Maximum Unbraced Span: Lu= 1.334 FT 2 / Live Load Duration Factor: Cd= 1.00 I 360 u- j I Live Load Deflect. Criteria: U U 240 Total Load Deflect. Criteria: i = C� Camber Adjustment Factor: CAF= 1.5 X DLD W Uve Lod: wL= 480 PLF Z f Dead Load: Live LLoa wD= 120 PLF I— O lf B BSW 27 PLF Z I— Beam Se d Weight: wT= 627 PLF W Total Load: Concentrated Load P1: PL1= 4667 LB U N uj 1 Dead Load: PD1= 3392 LB D 1 Total Load: PT1= 8059 LB 0 l_ Location: X1= 4.0 FT W = W I . Concentrated Load P2: H U PL2= 400 j D ea LLo PD = 242. LB .- O • I Dead Load: PT2= 642 LB Z I Total Load: = 16.0 FT W • I Location: I- Properties For: 24F -V4- VISUALLY GRADED WESTERN SPS I— =' Bending Stress: Fb= 2400 PS O 1- • 1 Shear Stress: Fv= 190 PS Z • 1 Modulus of Elasticity: Ex= 1800000 PS . Ev= 1600000 PS Stress Perpendicular to Grain: Fc�erp= 650 PS Adjusted Properties: Fb'= 2273 PS • Fb' (Tension): Adjustment Factors: Cd =1.00 CI =1.00 Cv =0.95 Fv'= 190 PSI 1 • Fv': • • 1 Adjustment Factors: Cd =1.00 Design Requirements: , M= 50510 FT -LB • Maximum Moment • • 7.636 FT From Left Support V= 11984 LB Shear (Q d from beam end): Comparisons With Required Sections: Sreq= 266.7 IN3 Section Modulus: S= 306.2 IN3 Areq= 94.7 IN2 -- Area: A= 111.3 IN2 ;. >;�'' keg= 2133.8 IN4 :-:;='ET Moment of Inertia: I= 2526.8 IN4 ' "• K « 4, L4,:•• L ,. , •,, e . - -- - . - `t.lr - - I `, l I I ' . r 1 Multi- Loaded BeamF 97 UBC (91 NDS) 1 StruCalc 4.06 ' By: JEFFREY P. DEROULET, ARCHITECTS NORTHWEST on: 03 -19 -2002 Project: 2400A2F - Location: FLOOR BEAM 2 OVER GARAGE I Summary: I (3) 3.50 IN x 9.25 IN x 12.0 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 442.3% Controlling Factor: Section Modulus / Depth Required 4.29 In Deflections: I Dead Load: DLD= 0.02 IN Live Load: LLD= 0.04 IN = L/3606 1 Total Load: TLD= 0.06 IN = L/2407 End Reactions(Left Side): Z Live Load: RL1= 560 LB , 1 I Dead Load: RD1= 282 LB • i t - Z ; Total Load: RT1= 842 LB ui - End Reactions(Right Side): ' 6 ¢¢ = Live Load: RL2= • 400 LB j U • Dead Load: RD2= 242 LB U 0, Total Load: RT2= 642 LB : , 0 Bearing Length Reqd.(Left) : BL1= 0.13 IN W cO = B earing Length Reqd.(Right): BL2= 0.10 IN Beam Data: co u Span: L= 12.0 FT W O Maximum Unbraced Span: Lu= 1.334 FT ?7 P Live Load Duration Factor: Cd= 1.00 2 F- ` Live Load Deflect. Criteria: U 360 g =i Total Load Deflect. Criteria: L/ 240 u. < Uniform Load: i D. d Live Load: wL= 40 PLF H tu Dead Load: wD= 10 PLF Beam Self Weight: BSW= 24 PLF Z 1-- Total Load: wT= 74 PLF 0 Concentrated Load P1: Z I— Live Load: PL1= 480 LB I Dead Load: PD1= 120 LB U m , Total Load: PT1= 600 LB Location: X1= 4.0 FT o N Properties For: #2- DOUGLAS FIR -LARCH 0 H Bending Stress: Fb= 875 PSI w W . . Shear Stress: Fv= 95 PSI 1 0 ; i Modulus of Elasticity: E= 1600000 PSI u- - Stress Perpendicular to Grain: Fcjerp= 625 . PSI . 0 ' Adjusted Properties: . Fb' (Tension): = 1207 PSI ii Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.20 Cr =1.15 O 1 ' F : Fv'= 95 PSI • Adjustment Factors: Cd =1.00 Z Design Requirements: i Maximum Moment: M= 2778 FT -LB i 4.001 FT From Left Support j Shear (@ d from beam end): V= 785 LB Comparisons With Required Sections: \ Section Modulus: Sreq= 27.7 N3 . S= 149:7 N3 I Area: Areq= 12.4 N2 . A= 97.1 N2 Moment of Inertia: Ireq= 69.2 N4 . I= 692.5 N4 . • : thrN .. r l; : a;:;:,, u ` o ,u.:, j 1;r` l. 5 , ,.. a ... .... .. .... ... ......._...,,.....�... ...�...._ .. _ .. ...........,..-.._.....__. ��........... e.. ....u.y.rMNRifARFAnwTNatWJ'YI. . • • -�.:/— ■ ;, . I 4 -^". 1 Multi- Loaded Beam( 97 UBC (91 NDS) 1 StruCalc 4.06 By: JEFFREY P. DEROULET, ARCHITECTS NORTHWEST on: 03 -19 -2002 Project: 2400A2F - Location: FLOOR BEAM OVER GARAGE Summary: • 5.125 IN x 15.00 IN x 12.0 FT / 24F -V4 - VISUALLY GRADED WESTERN SPS - Dry Use Section Adequate By: 21.9% Controlling Factor: Section Modulus / Depth Required 13.58 In , Deflections: ' Dead Load: DLD= 0.12 IN Live Load: LLD= 0.16 IN = L/887 Total Load: TLD= 0.28 IN = L/519 i En Live Load i Side): RL1= 4667 LB Dead Load: RD1= 3392 LB , 1 Z Total Load: RT1= 8059 LB W • End Reactions(Right Side): rt n Live Load: RL2= 3733 LB 6 5 • Dead Load: RD2= 2832 LB 0 _1 0 Total Load: RT2= 6565 LB Bearing Length Reqd.(Left) : BL1= 2.42 IN c0 0 Bearing Length Reqd.(Right): B 2 = 1.7 97 IN W H Camber Regd.: . u) u_ Beam Data: W O Span: L= 12.0 FT Maximum Unbraced Span: Lu= 1.334 FT 2 Uve Load Duration Factor. Cd= 1.00 g a Live Load Deflect. Criteria: L/ 360 u. Total Load Deflect. Criteria: 20 i Camber Adjustment Factor: CAF 145 X DLD = d H- Uniform Load: w Live Load: wL= 0 PLF _ Dead Load: wD= 80 PLF Z ~ Beam Self Weight: BSW= 19 PLF Z 0 Total Load: wT= 99 PLF u Concentrated Load P1: 2 m Live Load: PL1= 5600 LB U Dead Load: PD1= 3360 LB N Total Load: O PT1= 8960 LB p 1-- Location: X1= 4.0 FT W w Uniform Load (Partially Distributed): _ Live Load: wL PD= 350 PLF I H Dead Load: wD PD= 210 " PLF _ p ■ Total Load: wT_PD= 560 PLF Z Load Start: A= = 12.0 FT U co End: Load Length: . H = C= 80 FT O H • Properties For 24F -V4- VISUALLY GRADED WESTERN SPS Fb= 2400 PSI Z Bending Stress: . Shear Stress: Fv= 190 PSI Modulus of Elasticity: Ex= 1800000 PSI Ey= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 650 PSI • Adjusted Properties: Fb'= 2394 PSI Fb' (Tension): . Adjustment Factors: Cd =1.00 CI =1.00 Fv Fv'= 190 PSI Adjustment Factors: Cd =1.00 • Design Requirements: Maximum Moment: M= 31445 FT -LB 4.001 FT From Left Support V= 7935 LB Shear (@ d from beam end): . Comparisons With Required Sections: Sreq= 157.7 IN3 Section Modulus: S= 192.1 . IN3 .. ,, Area Areq= 62.7 IN2 '' A= 76.8 IN2 4 r......„ ' °r i M of Inertia: Ireq= 666.4 IN4 ;';, ' 3 t: �'. ra I= 1441.4 IN4 l ,,' fri t. F r ;,: , .l i L ,.-.:w... =am ,, �'. . ., ': 'r.... '.e; •': '.' i-r t J.'••.1 i:L.; } .1 r \}:tW., i.: s.'.u, /lanLLf.L:uCG us... .. ..n .. ....... ....•.. n..,rwr+r.wt..r. . .. -.. .. .. .. I % - . -.,« s, ■ 1 • i j ''_' • ' Multi- Loaded Beamf 97 UBC (91 NDS) 1 StruCalc 4.06 By: JEFFREY P. DEROULET, ARCHITECTS NORTHWEST on: 03 -19 -2002 ! Project: 2400A2F - Location: GARAGE DOOR HEADER Summary: 3 5.125 IN x 15.00 IN x 16.0 FT / 24F -V4 - VISUALLY GRADED WESTERN SPS - Dry Use Section Adequate By: 37.6% Controlling Factor: Area / Depth Required 12.67 In Deflections: Dead Load: DLD= 0.16 IN Live Load: LLD= 0.28 IN = L/677 , Total Load: TLD= 0.44 IN = L/436 End Reactions(Left Side): Z Uve Load: RL1= 4720 LB , 1 H Dead Load: RD1= 2753 LB ,H Z Total Load: RT1= 7473 LB Q End Reactions(Right Side): u1 Uve Load: 1112= 3413 LB —I U Dead Load: RD2= 1619 LB U 0 Total Load: RT2= 5033 LB , . u 0 Bearing Length Reqd.(Left) : BL1= 2.24 IN Bearing Length Reqd.(Right): BL2= 1.51 IN H Camber Regd.: C= 0.23 IN N W Beam Data: Span: L= 16.0 FT . W } Maximum Unbraced Span: Lu= 1.334 FT g n Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: L/ 360 1 Total Load Deflect. Criteria: L/ 240 r Q • Camber Adjustment Factor: CAF= 1.5 X DLD H W Uniform Load: Z Live Load: wL= 240 PLF Z 1— Dead Load: wD= 60 PLF Z O Beam Self Weight: BSW= 19 PLF Total Load: wT= 319 PLF w uj Concentrated Load P1: Uve Load: PL1= 3733 LB U Dead Load: PD1= 2832 LB 0 H ; Total Load: PT1= 6565 LB Location: X1= 4.0 FT W W Concentrated Load P2: H U Uve Load: PL2= 560 LB u _ F—. Dead Load: PD2= 282 . LB O . Total Load: PT2= 842 LB Z Location: X2= 16.0 FT 3 Properties For: 24F -V4- VISUALLY GRADED WESTERN SPS H = , Bending Stress: Fb= 2400 PS O H • Shear Stress: • . Fv= 190 PS Z Modulus of Elasticity: Ex= 1800000 PS f Ev= 1600000 PS Stress Perpendicular to Grain: Fc perp= 650 PS Adjusted Properties: Fb' (Tension): Fb'= 2394 PS i Adjustment Factors: Cd =1.00 CI =1.00 Fv': Fv'= 190 PS Adjustment Factors: Cd =1.00 Design Requirements: i Maximum Moment: M= 27343 FT -LB . 4.0 FT From Left Support Shear (@ d from beam end): V= 7075 LB Comparisons With Required Sections: Section Modulus: Sreq= 137.1 N3 S= 192.1 N3 Area: Areq= 55.9 N2 -- A= 76.8 . N2 ' Moment of Inertia: Ireq= 792.9 N4 ,I ire 1= 1441.4 N4 . • H , : r7 7 .,t ro ,l • f i F, r i yxjFf' #4- i R . t;44,47704 • Y• rte ; « nJ 4.fl� l r -- - -- - - - - r - • • Z B. Property Owner: .•JA01E5 E04AIHE. MAi12SH Phone: (20L) 24(0 -zeTS H W re Mailing Address: 15649 4 qtr Avg S, ., City: TUL1L■•I LA State WA Zip: ji sa .r, i:1 A 't 1) _ 0 C. sbestos PLEASE PRINT CLEARLY, THIS WILL BE YOUR RETURN M r 014,6 B U Q Contra • 0 • Owner/ - a. CO W ' ``o - ' • Contractor J H Mailin • Address: ' zir'1 31 • tine: ; ) r~1 ti 'W.: V1 u, I. • O �Tr µ � , O City: _ State: v •: Fax: �.. R /t 2 _�- J D. Site ,1 Address: "t1 2 So . 1(04 7 - 4 Si. • City: L)t W i LA Zip �� i co d Site H W M anager: J (\1ViES M A1 ft Local Phone: tic(o)2 - tr0i5 Z F. E. tt7 Asbestos Survey or No. of Date Asbestos Survey Was Friable Asbestos Identified? UYes to Z ❑ Mat'l Presumed Structures: 1 was Conducted: '1 - 1Q - tat Was Nonfriable Asbestos Identified? ❑Yes Elo LU La ' An AHLRA Survey is required before all demolition projects Attach a copy of the survey, if nonfriable asbestos is D p AHERA Building Inspector: /SARK WALKER identified or if no asbestos is identified on survey. 0 co Certification No.: t ocz Z. to 84 Exp. Date: 1 - 11 - 1003 State: 'NA W W F. Demolition Start .. , ,' „L b r '�' y ...�„ F- ,- o. of ,{ 1. Training Fire (List Fire Dept.)' K - O Information: Date: a Structures: l 2. ❑ Ordered Demolition (attach copy of Order) Z • Demolition Insert demolition contractors non friable asbestos place mailing address on back. Will friablbestos be left in pl during demo? C] Yes Fir-No U N Contractor: 5ELF If yes, list type and qty. H = OI • G...., Asbestos Project Work Days: M T W Th F Sa Su Z n ' ion: Start Date: Completion Date: Hours: Will all frig 17 1 asbestos .i ''- =� , . Yes Total Qty. to be Removed: Linear Ft. Square Ft. materials befem'oved? ' ' <' /. No ' Thermal System Insulation: • Boiler\Fumace Ins. ii • . • ❑ Pipe ins. Other: „r. n A r, ,) n n7 \ Surfacing Mel: • Fireproofing Paints Plaster Textured Coa tn: • • JL.1 s v' • Misc. Mat'l 1 ❑ Cement Bd. Cement Pipe • Friable Flooring or Roofing Mat'l Other. H. Asbestos/Demolition Project Categories: Notification Period Project Fee Schedule 1. Single - Family Residence: (Check box A & B for asbestos removal & demolition) $ 25 Non - Refundable . A. ❑ Asbestos Removal Project A. Prior Notice Fee Covers Asbestos B. LJ Demolition Project B. 10 Days Removal & Demolition 2. ❑ All Other Demolitions With No Asbestos Removal Project 10 Days $150 3. U ...10 - 259 linear feet or >_ 48 -159 square feet of asbestos (see back ) 10 Days $150 : • .;. 4. ❑ 260 - 999 linear feet or 160 - 4,999 square feet of asbestos 10 Days $ A; . 5. ❑ 1,000 - 9,999 linear feet or 5,000 - 49,999 square feet of asbestos 10 Days $750 '' r+ ;. ' 6. ❑ > 10,000 linear feet or > 50,000 s ware feet of asbestos 10 Days $2,000 `"''Ejji' li 7. ❑ Emergency Asbestos Project or Emergency Demolition Project Prior Notice Twice Project Fee :§ ' i: t I. I do hereby certify that the information contained in this notification & supplemental data described herein is to the best of my Agency Use Only r � * knowledge; accurate & complete. t '''i'" `;" '' 1�'': �r�.rW { :';y � „ � . - c; i 20 --0 2 Z ' — r = =�_ ;P.; r'r .i1 Signature Representing Date Reviewed . • ; E; lir Puget S Clean Air t g ncy Form No 66 -160 (Revised 9/7/00) AM c/, b. �x iQ „ i C» firy�gt•'. r�rr' �s: tzrgl, k' i'.°. ?tr l.4:,ar::e±csrsn ^4r.,,tm•:.'� -> o, r _ _ "S",t;`n :: v ^.�.�r ,•,r. -, , .. -a -: e �.... i i t -- 1 1 • • — - ¶ O T 'fi rsave cen reviewed .,y the Public I E. end chain I I��'or -s epart'me for chi 't''�$ " EviGl�lEi�r�crt9'59'10" E deed 1 is 0.6 north ' !City s , ards. , cceptance is subject to 4 R0 � �eed of set rebar ■ d �. I missi )n whi •.do not auth71k.oviolations of 80.00' -' ' � T.L.0440 dopte • sutncla - , or o dtn es. The responsibility 'for th attqua:y3 den rests totally with the Lot 1 ' ! 'design r. A dditions, deletions or revisions ...t tese , 9 -••---- 10' Val Vue SE ' --4"- Idra‘};i s ter this s . . ' : i t t• .. , e Rec. No. _ -_• ctnd -2v 11 t�0quir a resubmittal of revised drawi gs ; • 4:c v or stu sec eri� tppro /a1. ,~ z 0 3 , o a Existing o.0 New Proposed 20 -o o c w O :- in ress, egress & • 4) V "0 re ?int°�ce ta c is sibject to 11 4c- inspection 1 y ° 0 0 u tllties easement for ; . v 3 : -.1 0 i h e �t lic� cs u ' ' ' ector, o the benefit of Lot 1 o iv o , o • ate °o � ��� is to' be established _ ° o �n _ _ _ CO w I ° W /It/ai with the recording of ' 0 p -' F- 1 ' ,t OMi* this short plat. ' • o o . w u_ i t e) . oN 0 1 0' P.S.E. ratf..rne?,Tif h ^ _),. c ; o #20030625002186 � '" NF6 "A, e D.e /r/E ' . 1 CB u_ J ap co u � 1 i__ 70.00 - r \ j T .•_ 80 0 � �_ I-- o o T L8 1 . W E- r) 1 " 150.00 deed 59 ,. W deed corner not set Lu N88 42 38 W talc. N89 ee j 3'3'11 v N � I I � o� 1 — N. end wood fence �; ( O I4. /s /e9' Ili w i s 0.9 ' south & 0.3' west 10 v W I- of set rebar w /cap 11 � -, - : RECEIVED - z l 1 I _ a : ' o -+ CITY OF TUKWILA w ' 'B '.s - TYP2' / ,PECD/s>/yENDEl) 1 r • o - q '. TS'oE /S'.9�' «PTA23VC I O J tP 1 2003 I � r /.pE - « Ai/z IAST .7D-r4) ' N z I O 1 WV /8 " M /,1/, e'DY f I �' Z . -i 1 Z % / /N. SLD�°E 11 w I z pERMITCENTER 1 0 1 ; ( I468 1 • •:I' 1 l l / C ( C8 I (' 1 30.00' i 11 3e ZC f 1 . ;,,',� •i -�-y Found 1 /� 30' !. �. J am / r ., 0.65' west • S �� of set ret � c o wAs �r n if } ' - - - � - - - - � • - - Y' A . • .. a ,-. ,. .. .z. -■ 1 • ! r , _ . 4 -,_, ;.a 1 V 1 / 1 1 i � •.ti t — �� � 8657 ? -------- --a^ -- '� 4 N/9:e J _J. 1) PA //YA'E - :. 0Ga �v�. Y�; / � O - �r i NOTE: 1 1 1 1 1 EXPIRES: 4/24/ o.f - 'x�= "fir: ; „t o 30' 60' , .f / ' d 3 �G Field data for this survey was obtained by '. Ca r YE S t5. r 5: j.: . ... ,.1... ..t'i .: :li.',e / .niµ!aiY1 =k.' 1.'.2T `w:Ma.11Ar^rl •,.k.' h . . » ,. ..... .., . .. . r _.....- ... .•...m.... ......, w+.t+e w.rww 1 N t . I z ~ W r4 2 00 CO Z INSPECTION RECORD ., t INSPECTION RECORD / A J = Retain a copy with permit Air-027 1 ,1 . Retain a copy with permit IC1Z —,52 F.. INSPECTION NO. PERMIT NO. INSPECTION NO. PERMIT NO. N LL CITY OF TUKWILA BUILDING DIVISION CITY OF TUKWILA BUILDING DIVISION 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 � Q P " ` Type of Inspecti 4 ^ , Project: � Type of Inspectio = W �it.� II /— �.. Addres : T Date Called: Addre4 Special Date Called: Z = 17Z fE 7' Instructions: Date Wanted: .. Special Instructis: Date Want Z I. • Re q u ester: • ; Requeste : " � � 0 U P hone No: Phone No: O 0 fr I = v 1- Approved per applicable codes. El Corrections required prior to approval. f {Approved per applicable codes. Corrections required prior to approval. LL O ., COMMENTS: • COMMENTS: liil Z 0— . O • P4-' /477S oz 7,3 -� . Z r i r .. .. , .. . . . _, .. . . r 'l' r a- ek.� i , Zit I / r 1. "5a s 4 f�R XXXXX' e i Inspector: Date: • Inspector: Date: IS, i` b �� . - �. - $47.00 SPECTION FE ;,; �,,,r • EQUIRED. Prior to inspection, fee must be $47.00 • EINSPECTION F REQUIRED. Prior to inspection, fee must be f,:.., „ * paid at 6300 Southcenter B vd., Suite 100. CaII to schedule reinspection. paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �� yv z Receipt No.: Date: Receipt No.: Date: J� r'f/'t`;. �• '(Rkiti�uj1 ' y ' u Mu.tS.'*Tl.. .W ,„.,, S'.r"_a`7 „,,,„„„, SJ::.:Y:):t4 ._... -.. ,. , . .. . ... 0 \ I 0 LA, 1 O y . = �� Ci of Tukwi Steven M Mullet, Mayor 4 i +roi O • ? 2 Department of Community Development Steve Lancaster, Director ................ . } September 3, 2003 ,� Z James & Stephanie Marsh U 15849 47th Avenue South 0 Tukwila, WA 98188 W = RE: Permit Application No. D02 -191 rn LL 4724 S 164th Street 0 0 Dear Permit Holder: g u. In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila �. Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the = d Building Official under the provisions of this code shall expire by limitation and become null and void if the I - _ building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if Z 1-- the building or work authorized by such permit is suspended or abandoned at any time after the work is Z 0 commenced for a period of 180 days. W W Based on the above, you are hereby advised to: t] U 0 • CaII the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final 1- } inspection. W W 0 Th is inspection is intended to determine if substantial work has been accomplished since issuance of the permit u.. ~O or last inspection; or if the project should be considered abandoned. Z If such determination is made, the Building Code does allow the Building Official to approve a one -time H extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why 0 f' circumstances beyond the applicants control have prevented action from being taken. Z . In the event you do not call for the above inspection or request and receive an extension prior to October 22, 2003, your permit will become null and void and any further work on the project will require a new permit and 0 associated fees. ., Thank you for your cooperation in this matter. Sincerely, . Stefania pencer Permit Technician Xc: Permit File No D02 -191 0 ` I Bob Benedicto, Building Official j ` *m „,„ ` ; +,Y. 1 , 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 1L F :; • 1 1 IIILA • J O! y , ; h ( r�, •` City of Tull Steven M. Mullet, Mayor Q . ,1,, �� j `� •, ; � A 6~ ••• = Department of Community Developme Steve Lancaster, Director 1908 I z August 15, 2002 z � w James & Stephanie Marsh 6 D • 15849 47th Avenue South v O Tukwila, WA 98188 co o w = RE: CORRECTION LETTER #1 CO LL, Development Permit Application Number D02 -191 w 0 McMicken Heights/Marsh — 4724 South 164th Street 2 u- Dear James & Stephanie: cn a = w This letter is to inform you of corrections that must be addressed before your development permit can be z approved. All correction requests from each department must be addressed at the same time and z O reflected on your drawings. I have enclosed comments from the Public Works, Building and Planning w w ` Departments. At this time, the Fire Department has no comments. U N Please address the attached comments in an itemized format with applicable revised plans, 0 ! specifications, and /or other documentation. The City requires that four (4) complete sets of revised = w plans, specifications and /or other documentation be resubmitted with the appropriate revision '— R 1 block. Z w In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be z accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician encl xc: File No. D02 -191 yon ixi i :Z , ogr 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ET;;:;; I d ., • ,.,,..,.,.�,,....,.... �..., r.. , -� , , - i- - 'iL,— �1 N . -.� - • CITY OF TUKWILA CERTIFICATE OF WATER AVAILABILITY PROJECT # PART A: (TO BE COMPLETED BY APPLICANT) � 1. Owner Name James & Stephanie Marsh . Z • Address: 4724 So 164th ' i Z • Phone: 206 - 246 -0075 Agent/Contact: U O • Phone: to LIJ W= H U) u. O Site Address (Attach map and legal description showing hydrant location and size of main: 2 See attached map for hydrant and main locations 4724 So 164th TUKWILA g Q toD =d I- Ili Z 2. This certificate is submitted as part of an application for: H t– O Z 1— ' ❑ W W Residential Building Permit ❑ Preliminary Plat 2 n , M O ® Short Subdivision ❑ Rezone 0 u) 01 . W — Commercial Industrial Building Permit ❑ Other H V ❑ - 3. Estimated number of service connections and meter size(s): 2 total Z Ili f U 4 • Vehicular distance from nearest hydrant to: Building Site p H • see attached snap for hydrant locations. 130' + - Z 5 . Minimum needs of development for fire flows 1000 gpm at a residual pressure of 20 psi. 1 X Fire Marshall Insurance Underwriter 1 1 City 1 1 Insurance Underwriter . ± 1 1 Fire Marshall 1 ( Other 6. Area is served by: HIGHLINE WATER DISTRICT . I j (Utility) Owner /Agent's Signature: Date: 3/25/02 J Y` i RECEIVED • CITY OF TUKWII ;� ; "' 1 JUL052002 ig PERMIT CENTER ' Monday, March 25, 2002 Page 1 of 2 102... 19 1 y; s'f; ,i L77, „• gpe}lyipMy . lksvery Nmrr,5 +ya +uy5a. .; ,,,e vax - , ,r, ,,,,,,, , , 51.204 , ?. nVtrrus ?rt5,40..M. otitw Pingkum9VM, i i 4 r c r -1/4, I 1 t 2 PART B: (TO BE COMPLETED BY WATER UTILITY) 1. This proposed project is located within TUKWILA /ICING I , (City/County) z H 2 . Improvements required to upgrade the water system to bring it into compliance with the utilities' w comprehensive plan or to meet the minimum flow requirements of the project before connection: U O. CO • W = J 1- CO u- , . O 3. Based upon the improvements listed above, water can be provided and will be available at the site with a 2 QQ • r pressure of 40.99 psi 1775.27 gpm for a duration of 2 hours at a velocity of LL Q 10 fps ,�,s documented by the attached calculations. w d = w F- I hereby certify that the above information is true and correct. ` Z LU HO Z H`. HIGHLINE WATER DISTRICT 206 - 824-0375 , 3/25/02 2 • o Agency Phone By: no i i • D. Keown, P E. Date • to • H iu PART C: (TO BE COMPLETED BY GOVERNING JURISDICTION) �? u.0 1. Water Availability - Check one: : w Z . U N . 1 Acceptable service can be provided to this project. 0 f : • • I 1 Acceptable service cannot be provided to this project unless the improvements listed in Item #B2 are met. } 1 1 System is not capable of providing service to this project. l 1 . . 2. Minimum water system improvements: (At least equal to B2 above) . • Agency Phone By Date tre : ' I _ Y.. i E j � •a • .33 Monday, March 25, 2002 Page 2 of2 ' { �' S �1 A ..« uw...:".�I:....u�1.L�e.�w+w+ . ..n.i.�.� .ww.n..v....••.w.M... w.......... .. .0 ...i ...+«. ..1.+V!A 4'ww+A M.Y.MTMF: MkNfA '4MMWS71'�.MYN!y1WVMei]YA: .. .J.. :. .... ............ ».�u..a.......�. »c�.u+.....�.. .yy.) «..r.r.w it M«Uo M1212 C 85.94 e Y 50.74 - / v �-� . s e" 4621 • 9� •c3 4, •. 4 " AC OM T 0 46 '� 4626 en I M15o�2 M 12os s�� •.48 7 ' c 'UNREC( 6. • N W 5 Z 3A2 58 J — 1 r - 1190380 �' < ti N N N o $ N r 8 N S 46 7 = O KCSP 1074054 760 S N � p N t M 1 2 7 ■ :rr: <4g3322 M119 4630 00 f „ M i u. 56 + H2155.) Q+ I A Y I 1 � 3 0 " 8" DI ` 8" DI - 1 46, CATRACT $$_. 2, .p.10 ifONTRA0111.10 88 2,0P.1 n 4 470 w Co ► -: i,-.:1 o, M14 96 4704 ;Q , �o� �-I Z N M8501 * 1!4! s ,P Co 47 125Q5 7 • I I ' N !l1 . n t. 1 71 to xi 0 � 4/ F 4715 C') 1 mo x TRO ' N BUILDERS EST., 1966 m M1582 1, M 4 703 �� 69 4Rt 4 N 0 00 f 4718 `= - M 1176 4724 c vn _. �■ � - - o CZ s '� M20502 G vs p 4 7231 j j'I o� M 1 1 J. 7,60 ; C M653 nN I A . ‘ ,.., O r • -, 4730 4734 ; - 1 M4570 �� �'' ° p i .'+ I 't C1 Of crs N W ji 4.- (0 47 � i, �,\ + Co O V R 1 vv N_' 1 �1► 0 s 4740 4 c -, • oh M15126 �, M4570 v+ tv %/16$6 75.80 7 < � UNREC 480 KCSP77908fi -40C 7220604 \ 4i M81 6i M Z 4 48 8. . cn v + .� r M 14 Oo N J ° _ I - Rl sM y C -6 ; j • p x 4812 4812 _ 4809 o IN o _• C ,. M1163 v, m .te A 481 M4356 x u, M81 r ` ;1 _ �. O -." �s . s - ..R " t NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN r 1 TICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ���. : THIS NO _.. ,:? " ✓�: tom='' - .4•:. , < • Z UJ (..) 0 u,1 W I —3 1— 0 W H2ONET Report for 4724 S. 164th St. @ hydrant #H2612 ( 12 a U-I Z Static Demand Static Pressure Fire-Flow Demand • ID z o (gpm) (psi) (gpm) w D, 10 7j1 2021 0.92 54.20 1 , 000 .00 1,11 I 0 s • • Z bre OA g Tr 0 I ‘s: .r,„711 ,A• f •;' '44( 'ks.• * ; 1 ■L'''r t t ,`. ' t • ,„tit 1,4t Date: Monday, March 25, 2002, Time: 14:19:47, Page 1 • 1 • • , - - - Z ■ :I QQ o O N 0 • W = _11 . W O 2 H2ONET Report for 4724 S. 164th St. @ hydrant #H2612 LL Q � I- W ? ID Residual Pressure Available Flow Available Flow Pressure F - o f (psi) (gpm) ( UJ ?' --`' 10 • s u s 2021 40.99 1,775.27 20.01 ' zz = W ;. LT H ui U H F , O Z . . ;,a \I,, , -- I Date: Monday, March 25, 2002, Time: 14:19:47, Page 2 7 ` 1 jr-' r_ 11 f : f, la' ' .7,,,,,,,,',, { • , , , g . • r ; • H1lilL11V L+' W ATEK 1)1S'11(IC'1 PROJECT NAME: James & Stephanie Marsh LOCATION: 4724 So 164th . i SCOPE: SFR • T otals Z . - , , 1l- LFC: $3,7oo4o Paid • so.00 . III G FC: $ 2,100.00 f s2,100.00 U UO : - ERUS: I 0 CI MXU: WOW included in service installation so.00 H N U. NUMBER OF SERVICES: SERVICE SIZE: CHARGE: uj 0 • 1 3/4" 52,050.00 t g d 52,050.00 ! $0.00 Deposit $0.00 = d U.1 • so.00 $0.00 z I 1 so.00 so.00 Z w TOTAL CONNECTION CHARGES: $4,150.00 U p co MXU included in service installation O p 1-- No additional fees required to use the existing service to provide water to a new house after the old one is torn down. W W Lot number 2 fees total $4,150.00 and are due when service installation is requested. _ H L I Z i w 1 to E i 1 0 • i This estimate is based upon information provided by the project representative requesting Water Availability information. Actual charges j will be determined at the time service/meter installation is requested. Connection charges must be paid in full before water will be j provided to a project. Prices subject to change without notice. Please call to verify. Service installation to be billed time and materials and deducted from the service installation fee deposit. Any remaining monies to be I refunded. Overages will be billed. An on -site visit will be made and an estimate will be generated regarding the cost of installation. If the estimate is over 25% of the actual deposit, the owner will be contacted prior to service installation. Glossary of Terms: ERU: Equivalent Residential Unit (ERU). One ERU = $2,100.0 . GFC: General Facilities Charges are charges levied to provide an equitable means for new connections to the system to pay their fair `, TT Y �'' share of the costs for overall system facilities and District -wide capital improvements. . �t LFC: Local Facilities Charges are charges levied against newly connecting customers in order to .cover the costs of the water system ', . . facilities in the immediate vicinity of the connecting property. . ,1, . �, t O r . . ia, ... PREPARED BY: POLLY DAIGLE DATE: 3/25/02 {,;,L �/ ). .; REVIEWED BY THOMAS KEO ` D,e�TE 3/25/02 i' � p ' 1‘14: i,1 . ... .. .. , ... ,..... ,. ,.,..wa..n..,....._..... ..wrMwea.e..s -. ur(vasturw .,.,. ..................... - .lx,. ...H . ,. ...,+..+- .w,.... . .. ... _______ . • • c' ;U;$I DL2__ ; " — • ..- .�..., puma N - 2 719 N�SI�. .._._.._...�....� VAL VUE SEWER DISTRICT EASEMENT Ns _......_.._.......� RErA l ats ........... APPLICATION FOR CARD No.. — - . DEroSIT S....�le .._ SIDE SEWER PERMIT DATE.. -....% .-. . DINNER..._. ��...� -- - - � � QZ�.�! CONTRACTOR.. fi'A.aie-40 • ea - - MMMENT: rn • No, NoUSE . , 1- ~ w . et NAME SY$- DIVIS$O <i' I4L — . i .a.�. s� LOT Nw.._ 02- 7- -.... -. ILL N. • 3 � .' /00 SCALTr 0 0 • WI • ' if . . J E. �- _CO LL • . • . . w0 g • ® • m 61 (" W 1 _. 1 `• ..-- -A —+i Z W . . 49 ? Q O N • . .... 0I. • . • 1 • ' T . . U . . 0,_ •• ..z. , • . . 32.5 .• .. _____,_,........._ . . . . .. ., 5.. . . , • .. . , . .., . . . ...i.... . . . ...,, , . . . ..., ., ® I • f .. s7� �' N 4, ,. ' I MAIN .z Efi • i .. y „. {1; 4�ST5 ' RECEIVED ! ..0 CITY OF TUKWILA ,; s _. 1 JUL 0 5 2002 , r irY a ii ' �.s= PERMIT CENTER 11 3 4 1 ) i • d 1 . 3 • / 1 HEREBY CERTIFY THAT THE ABOVE CONNECTION HAS BEEN ?a;':' rzdagr DATE.9. -4� . MADE AS SHOWN PRIOR TO BACKFILL k t . Sr r r:? • DISTRICT APPROVAL BY .... ....... TEST RESULTS. �!�'Dp ill A� ... BY i ` tf�'''� DATE., -2 13C) # ... •' �.. ” ../..+.x.:,1 }tiu''i ^.:v l • :nF+L iA. , ,,„.4. , . f,( , .Y.n,..a.LJL a.:ltn`a,,,, ',,,,, , wt. '.. •'1 /....i4.t:: \,4."Ui Y i M. J` V 5� [? t•�i: �i"i y {j A . Lli " "" . .Ahh'�1 H ;,V hR n:..' itl'. ttrc4tY."•), 14V�YF�' S'r`: 71yt: �, y`. L' Y�:? ij19: 1iL::z: h 'A,ib:f1`NA'WA•R'7'�Q'M1. R • 206 296 7345 O 3/2!x/02 12:02 FAX 208 298 7345 RING COUNTY CASH MGT 0001 , Page: 1 Document Name: Sessionl ' KING COUNTY DEPARTMENT OF ASSESSMENTS TR12 . REAL PROPERTY CHARACTERISTICS • ' ACCOUNT NUMBER: 537990 - 0472 -0 PROPERTY ADDRESS: 4724 S 164TH ST 98188 TAXPAYER NAME: '►`'z<s 1 QTR: NE SECT: 27 TRN: 23 BNG: 04 FOLIO SHORT LEGAL DESCRIPTION: LOT 27 BLOCK 5 PLAT: MC MICA HEIGHTS DIV NO. 02 * L A N D D A T A * * * * * * * * * * * * B U I L D I N G D A T A * * * * * * BUILDING 1 Z ZONE ACTUAL LDR BLDG SQ YOOTh DATA ROOKs MISC BLDG INFO 3 BATHS *STORIES ~ W JURISDICTION TUXNILA FIRST FLOOR 120 BEDROOMS• • 2 YEAR BUILT • SQUARE FEET 15000 1./2 PULL BATHS 1. GRADE /2 FLOOR #S w 2 WATER SYSTEM NTR DIET 2ND FLOOR STORIE t T , SEWER PUBLIC UPPER FLOOR 1/2 BATAS VIEW NO TOTAL BSMT DINING t BRICK U 00 OPEN SPACE FIN BSMT OTHER ROOMS % STONE N co Lu Hgwr GARAGE ACCESSORY IMPS • DAYLIGHT BSM W = TIDELANDS TOTAL LIVING AREA 720 POOL AREA HEAT SOURCE -1 1- WATERFRONT FEET ATTACHED GARAGE 290 POOL CONSTR RECE. HEAT SYSTEM WFT LOCATION UN FULL FLOOR DST GARAGE AREA CITY of T ;h W O UNPIN HALF FLOOR CARPORT AREA • : � `�' JUL 05 2002 HITS ONLY MOpILE HOME 1. L. Q wFT RIGHTS 0 D PERMIT CENTER = 0 1 F- W • = Z NEXT ACCOUNT: 537980 0472 0 F - 7/F1-- PF2-- PF3- -pF¢ -- PPS - * PPG PF PF PF9-- PF10- PF io� PE • ' — 11 PF12 PF13 PF14 PP151 pP1 PF17 PF18 - DF 1._ 0 Lij '. 16039 16038 16041 - V W16042 •1603:_ ..• • 16038 4901 h ' —. 4905 4913 4921 li j 1 16117 16045 16046 16047 r 4903: D 16048 • 16045 NK•R2i D1,1• 0 N 16118 1 • . — I • — . H Fl • — o • B ' 16046 • 4907 1604 0 1-- 4822 AB30 �,;, 16052 • t 16955 16056 16053 • 16052 ti N • _ �l;)til -L26 ' .,1:>< Li W 16127 �1 16051 7 f b . -;_•• . ' .1 Mar 1605 = U • 11•••_"" _i m•;i� ,•' • "•' ". — r f.> :_ _ • 1 - • 16o• -e' 9s•-e• s -( ~ I. � ?, t T ; tlt♦ E=4 ,. .... - ----�� - . 9 2 7 LL n 16203 . , r 162 nit • . •• i 16207 � , ��_ 16061 1b20: Z 4504 4512 4554 .. 16206 "11.1.11.1.111 1 • — If •' • • tik>'rta • (• 48' - e' W Z c o S 6 3 r o P L _ 162 4703 i ti ' 4809 16211 162 t •,• • . S• rze = 16208 16 ,020 , 215 0 1- 1�.�, . 16209 — 16211 Z •T', 'x.L� ,,V �_ • 4803 16217 F1 -9 - t , � 16216 • - ' '= 1 •'e -- 411/ 16218 162 16217 / �' — 4 16300 H 9— 16221 16303 • �. 16304 4561 16218 162 16306 16223 — ' 16217 / r 16224 • • —5 16226 fil 16302 16221 't 16311 • O 61 . I I 5 `� 1631 16303 16229 • 4428 �. -'"f MH F19 "• - 16232 MH G1 c. 16315 A6319 �,�, 4630 16304 4736 16311 16312 16235 , 1623' I 4626 16311 ! . v m 16238 4724 _ • 16242 . G' (./) 161 1432 4438 4740 I • 4448 4436 4 4608 4632 • 4704 ' L 7 3 0 4804 4812 4904 4910 4918 4718 F ' _4 ' h T. F19 -47 � - • • •4 • • •- c .- • 389' - 400'-e 400' -6 , 180' -e , ' - • $.0,0753 j_ a aj,!� 1 , 5.0.07:2 !as 0 .105 . • 1356 : 439• -e' S•a05t4 ' f ' � ' 4607 iipillipli i r''� :� ;:•;,b.•••:'!,:e"; • 4 sy ,•� - �}'. }'. ' :r i`yi i l.in , .� .r 1 ;,, ` .i i:Aj H i impilii ., , °,„ :' 0.',a,, *•ir'4':;; t 'r.eP'. .a,"'. n .!i h: .:•1.. :t }r.,,� .^r: '�F., ? a.a � '.s: t f�.. .E"t t/h a i �„ _ :,: „ 'fi ;. . r � i , [ • !• 1?�! ` "k. tl:.� .�: + " '" ..1 _ �'. •�: ^Z � r.'e Tf1.'. : ". � i: ,S�' i u`.�'v . �:� ` #.•_ r� ,, �." �—` : �.. 'O ' >9. r .'t ' i• -0. . 4' • [jri/rq ~�� :i:? � � ,t 4 ' . -:! . J ,ti z ' ,�.r4 •` �::_:} �,, a .. �'1 %w.. 5...:';i% H.• .t. : F .., .LN,`ni,i t: '0.•.,: �?2' ..1 r• r" �j/ ii "ti` rkS':.' .,°� � C i Ccr`-, +.Y ,J.: ..5.. 'J` S (" ,. a Sr . .,.'". .r- - 0. ', , i" /4Y :. , ." .j i" .: :^, � � d -1 • fir.:`., , . t• •K...'ic:.:l r' . 0.` 1 . r b .� �y �,��• ��x` l .- ..r,:,,. £t. �: > <�� ;�,_..:°a''.,i L+. W,>' • � b ;a� ; i_ 'f �.. `t �i d -I . ;: '"L. W_ 4 r IV} .'t'. `1 id. . ft,' l ,.1, 'nG, 1 -. �� � i� y " r �,.� . i X tl�.Y ia��';:t'' �t..:.x',eCt:h•'{. `,�.. .Y0.• :.:/•'Y<3.� �t. •}+ . •se . ^/ y �,'. q „ a.�d ..1 �� 1 ✓ .-R � i; r !' }' 1 1+ j' c,. r x.. *� . '`��l 1.4 1 S:L' Y ' c L .: 1 • i0. ' ••t?^"r / "' i� ty � ' •t "+#',,, ,, :ti'?2)0 •.`f N2 • •F:';•;.` x y jL_ �� ,! q .. 0 .'3 ' <R 1 y .v. ' .. " .• y� , : ! f 0 L;,e: 1,, r it s. y:,tS t.� �,`: � .:7 � . :Y ��., � t' • � 't -�,' #;' " ;.K, �' J :� a.,'� "T•� l a �, � 7` 1 �., 'i ^1 .�YW•1 Y' ' lr t u t �" e '�' C � . }'i• f1•T�: s 1 • �. i y : '"1 5 1� !I ,H . T ., q . ty • J .r k. - ;1 ii � , 1 , " _. :`i ':yi e 1, . 5'1�, ; ;t: �ti.i' A ,� :� �w%'� 3 'o ;:.u� r �' �? ... »„0..' 'i'f � > _ n i {�� 14 1 ,: w � � t . (�' M a � F�fi•� '� :1 . t3� + ? � .1 •." HS :'i :.:i.� � .�.,1:. } ?nl: 5: S L ��3j � r,t y .. .. ,.�:j ' e•. •i � j‘..—.+, L � ' �i�l: f0. ! � y .. i s �h It'. . t i•' 1 �4�41' � � :• e - ~ ;,, t '...,; ! •. ! f l 1' iY ; t � ; f ; . , t , n ' � n 4•., ":t. e /.tu.,. - ' V t : /• W { , , : ( ,, �+, ' . , M 1 1x . ��I Y�L � ' a. } '� � r . l �. t 'x... � 4 1{t; . �t l.Lt: � . h �.:.� / Y . i n . .,, , ��t?!.!' .._...",.- ....a,.. � �' • .,, , C P ry K�2 .Si� � ��'i% ` 7 / - C''.; r K' 0. / ', , •.' r•, c.., . : J C ,4 . .. . 7r; t.: L a . : { G' �' 22•.: n�n .,3�•�wi7�i1I;,.F.".Y.. :,:+xG_;i� ^•i '•.. 1 1 , 't Fiiar +: ?I�L::a.f'�:.:A�i.4.�/1:n .- �. =i Gt.. �'�(,il�:fi5 t � ' ' � 8 c:: ,� .., "WORKING TOWARD A BEzAiR ENVIRONMENT' 14816 Miv. ry Road South « QU. P.O. Box b.$550 " , Tukwila, WA 98168 Phone: (208) 242 -3236 SEWER DISTRICT Fax: (206) 242 -1527 CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY IR Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability . Part A: (To Be Completed by Applicant) Purpose of Certificate: • ❑ Building Permit ❑ Preliminary Plat or PUD ❑ Other Short Subdivision ❑ Rezone Proposed Use: Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: T on e_ 1 t a rc 1, Phone: A 96 .. 007,E Property Address or Approximate Location: Y-7 a't i, ) Loy- Xi--: Legal Description(Attach Map and Legal Description if necessary): RECEIVED — z ' 3"'379 o'i7X CITY OFTUKWIIA 1 Z t JUL 052002 ~ w 6 ' PERMIT CENTEF 00 f Part B: (To Be Completed by Sewer Agency) co w i 6t -- H 1. TO a. Sewer Service will be provided by side sewer connection only to an existing � s sewer co u. feet from the.site and the sewer system has the capacity to serve the proposed use. I" 0 OR ❑ b. Sewer service will require an improvement to the sewer system of: 1 ❑ (1) feet of sewer trunk or lateral to reach the site; and /or co ❑ (2) the construction of a collection system on the site; and /or E W ❑ (3) other (describe): z = H 1-- W D 0 2. (Must be completed if 1.b above is checked) • 0 in ' ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive 0 H 111 u plan, H OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. ti 0 Z 3. 41 a. The proposed project is within the corporate limits of the District, or has been granted Boundary v = , Review Board approval for extension of service outside the District, : it. . • OR ❑ b. Annexation or BRB approval will be necessary to provide service, Z 4. Service is subject to the following: ' a. District Connection Charges due prior to connection: GFC: $ 8W SFC: $ 1' O UNIT: $ TOTAL: $ , (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1090 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) .. b. Easements: ❑ Required J Ma y be Required c. Other: � ; ' , =.... I heL -by certify that the above sewer agency information is true. This certification shall be valid for one year i*,t, ..r . f a e date of signa ure. ige. -'' ° -;fit :y Title ' ' a te einkil a ) Camp Vi I ,;.;;--;;,,,,;,-,;.,T,,;22.;;=,.;;:iviv.n •'.,.';':,-74-41w,:.::;;;,-; _ _, __ ._ -- -- - l ____ __ _ _ ___ ____ _____ _ ._ _ _ _ . _ ___ ....______ , . • CA4 /I II P Ut • E 0.-1 ell) E L t • • i t:::: 1 Y lik IC: .1 1 O Sli, W 1 4 R .I:. oil I c.) 1 = ) OM , I S r t` � F rr t : - ""+" -`� �N r-c 1 : NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN ���� , ; ' - ' THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. .. 1 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -191 DATE: 09/11/03 PROJECT NAME: McMicken Heights /Marsh Residence SITE ADDRESS: 4724 S 164th St ct • Original Plan Submittal Response to Incomplete Letter # 6 V U O Response to Correction Letter # X Revision # 1 After Permit Is Issued w w -I 1- DEPARTMENTS: w Building Division ❑ � Fire Prevention n Planning Division ❑ Aft" N Public Works 4(d3 Structural ❑ Permit Coordinator F(I I I al Z f- I- O Z I— DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09/16/03 w w U N Complete Incomplete El Not Applicable ❑ o ! Comments: = v I ~ ti 0 Permit Center Use Only U INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: ~ O { Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z TUES/THURS ROUTING: t Please Route ❑ Structural Review Required ❑ No further Review Required ❑ . REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/14/03 { Approved ❑ Approved with Conditions n Not Approved (attach comments) ❑ Notation: j� `.a REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ .PW ❑ Staff Initials: A=f'; , ,.,. Documents/routing slip.doc in 2 -28 -02 i s > i;JAra }k,{t F 8 ' + e i.:.. .rn .. ;; � ....:: >�;,q .. ,.,.;•.. i:.,. ...1 faN..;uM+x :�ihXq as ,w s..a..�. � •..a �..,...... ... ...... _ ........ ... .. .. .............- .. «,. ,.... ..,,. .. .,4..... a , x �... �» . n+r..•«:. » ..... .... ,._.,.. .. ,a.u.rnyr _ k _r- - - --- . ■ * ik°1)TS ail PLAN REVIEW /ROUTING SLIP !. _ ACTIVITY :NUMBER: D02 -191 DATE: 9 -13 -02 PROJECT NAME: Marsh Residence z = SITE ADDRESS: 4724 S 164 St w I , - -. - - - k - ; ,- — T • I PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -191 DATE: 07 -05 -02 PROJECT NAME: MCMICKEN HEIGHTS /MARSH z SITE ADDRESS: 4724 S 164 STREET - w re X Original Plan Submittal Response to Incomplete Letter # v 0 0 Response to Correction Letter # Revision # After Permit Is Issued w w 1— SQ O w DEPARTMENTS: dtgit 1.31 -° 612. / / ' pI datied 1 - c0 �Z Building Division Fire Prevention O Plan'rSing Division CI d h,� 7.4.0 w Pu lic WNI oarks Structure El Permit Coordinator H LN/V I 174A /Li\g . 3— 1°)-02- 4 ! " z O Z F- DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 7 -09-02 2 D U C Complete IR / Incomplete ❑ Not Applicable ❑ O N Comments: w w I ti- Permit Center Use Only 111 Z INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: U Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z TUES /THURS ROUTING: Please Route [Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08 -06-02 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: q �:K: c . : ::. REVIEWER'S INITIALS: DATE: ` s� , 1 ' Permit Center Use Only r� . � ,, CORRECTION LETTER MAILED: • fir; Departments issued corrections: Bldg (gr Fire ❑ PIngAl PW Staff Initials: �. ; fk. l 1 Sala Documents/routing slip.doc i i 2-28-02 vti. i . c >.... .,.f.L.A.]t' r. b.V >:.ar.a.td.. r : Mnn++ ++....n..w..v..........n...... mv....,..........v..r .w.w.r+vn._........ ...... .. , • • PROJ NAME: Ir1VSi\ _ I I P,, l ' c(&7( e PERM - ,.JO:. - 19 I Site Address: z/ r`) /6// St - • --- Original Issue Date: __I1 / , O REVISION LOG 1 • i Revision I Date Staff I Date ' - � � ��Staff No. • I Received I Initials Issued I Initials Z A ■ = H el 1 O � „ l c� 1 AA-(A) I o/ (( VJc) 3 I LAc: J .F- W Ct Summary of Revision: . i . , m - 1 L II oo { Received By: yto YV1 � J U) Ill iplease print) J F W ? - Revision I Date Stair Date I Stan g - No. I Received I Initials Issued I Initials u- I co I I- S ummary of Revision: ? F— F- 0 Z F— • Received By: j o (please print) ' 0 0- 0E— WW Revision Date Staff I Date I Staff H U No. • Received Initials I Issued I Initials I p o _ Summary of Revision: p F — • Z • Received By: (please print) . i I ! Revision Date Staff Date I Staff No. I Received I Initials I Issued Initials 1 1 I . I I I Summary of Revision: I I Received By: r u. (please print) '. y ak y . Revision Date Staff Date I Starr ` Initials No. Received Initials i Issued f , ; 4.# .5 Summary of Revision: la Received By (please print) t 'rutt ; Etiaa 0 . A Nit' rR47± Ttdlwnnt» am„« ro+.,, y ,..... + ..,...« �. r• r, ��w• ...„�,.....,.,. ...�:_.,. .. .. .. ... . . ....... ... . .... . .....,,. ,..s r, .,... �•cH,a �m�t� .fr.��gz•,:twa.:�w.,,... . — _-- ,.- _ 'r �r , - - . -' r . • ■ r *- = :��? t � '•• w9s '' `, City of Tukwila o f Alt V Department of Community Development - Permit Center 40, "-! 10 ; 6300 Southcenter Blvd, Suite 100 N 4 %, igt,i : Tukwila, WA 98188 ..908 *- (206)431 -3670 z .q ; •arr j , k t : ,,r ;�r .; , ' * + 4 • tS r.�,.,, r – ,.. a ... a :z, u w, a a r 1 .1+ '"1:,, �. " F � a i�a� � a, a0 a t�� ,�� .^ .. .. �,..� s; .,, ::�'�;Y p5 4cti S �uq,.. �tr Ay. tt: "C,t'' i I— Z q . r p h ,�Y .. �,,. 't', ;r.. }:. }'tatiti' O. °d 1. ' y �r w• y,'`' ,.n„l X� r 1`�'i., i? t+`.r`4-r ii �/ �����w ,- rI1 r 1� N i t. t. • t ea ll, ..�'. �A ( , r . . x r 3n, }y '�3 }., t; *�Pr It y F 'i 2 ? i6 . � lcL} !r . :: : t «t;,i' 'r'd w �': ToC� '�, it §`���Atix�i5�ak��'��,� ���G�l s, :al x,c,r:,•�.. °JUarr.,, il`4�� h 5�JB1'��'fiA.L � .+�'ia:J.�rt.r�iHi Y('n'�., °:{'.IEI �`�Yfift54°r'��n13: as�.,Fr'rr�;26P:E: c .s. . �� �, �4 � _ !J.. wf ..� `A�: `#.SYi.r' �C95'tdk:� r`fin 4 , 7 t. hl.4 {.a >K,�F.}rg44, }.�,t�., 6 i U O must submittals ust be submitted in person at the Permit Center. Revisions will not be accepted co 0 through the mail, fax, etc. N W W= � . J1- 1 WLL Date: Plan Check/Permit Number: D02 -191 2 I' J ' El Response to Incomplete Letter # N d RECEIVED = w ® Response to Correction Letter # _1_ CITY OF TUKWIL t- _ Z ❑ Revision # after Permit is Issued S EP 1 3 200 Z O PERMIT CENTER 2 D Project Name: McMicken Heights/Marsh , o' - Project Address: 4724 South 164 Street = LL' O j Contact Person: James Marsh Phone Number 24(0 -20-7 5 . Z Summary of Revision: 6 PTTflCH -E0 RZ S9O J SC TO co o • 13%.) I Lill N L PLAN m I N h - A�No PU 6 LI WcO12 -5 , z . j .. 15 CORREC ION . ■ c o 4 ,. LT R# 31-1, 215 to 6 c-wr lYvvi 5r1 .L — aLlU6 4 _ , F , .4 . . , ...-4.: Sheet Number(s): • , �t �;' "Cloud" or highlight all areas o revision incl date o revision t . ' t , r7°, a. f g f rh. 4: . . Received at the City of Tukwila Permit Center by .' 40 1 � Entered in Sierra on X 1 - 13 - 02— r i t , t , 08/15/02 r` Y, ''' i::: OW 4 Teri . DC) ;1 ... 19 i 'i�., ,. ,.�. ': ,. .. :'.n ..•, .. ,r. ..: .. s...,,:a a r�Yat..:, �� ".a::�+.n . r .. .. r .+..�.�..... .. ..,.. .... ... ..... .. ..... .... .. .._,... .....w..�rrkvsG*!61'�ii, -v.v....v.,. -„; ,,,„,,, h, , _______ ► ___, l - - - - - -- - - . LICENSE DETAIL INFORMATION Form Page 1 of 1 x STATE OF WASHINGTON '• DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: z _� LICENSE DETAIL INFORMATION , ,_z side sewer easement for ingress egress and utilities marsh subsoil drain site plan proposed rock wall clearing limits filtration fence silt fence asphalt driveway access earthwork gutter A gd � 11 %' RE-- I ilip 9 0 y �6 ffT � ^ � _ 0 o � � 8g A � 4 Pir 1 Ir ir x tgiq piRl; ioqii p li g d q !!, Il i I n ef i 1 ,\.. tI.:V ((( 1! 4 ii iiii 1 MO ! kli- NO ir E mg lb 1 i 2 § i „ 046 § z t8 t). 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J _ F ME / FRAMI DIMENSION NDAT1QN / FRAMING L FOUNDATION N FR,AMINC� F OUNDATION UNDATION DIMENSION �, FRAMIN6 # FOUNDATION DIMENSION ' p ' 2X STUDS PER PLAN DIMENSION 4 1 2X STUDS PER PLAN DIMENSION w ge44 BATT INSULATION PER PLAN r FINISH PER ELEVATION OVER I " 2X STUDS PER PLAN p �� t om' BATT INSULATION PER PLAN 1 LB. BUILDING PAPER OR l ' + ► 1 °1°44 *► ' I 2X P. T. SILL PLATE W/ \ = 4 FINISH PER ELEVATION OVER «► � FINISH PER ELEVATION OVER BATT INS ULATION PER PLAN +'� AIR INFILTRATION BARB ER �\ ANCHOR BOLTS PER SHEAR L • ,,■� GATT INSULATION PER PLAN • - ► OVER SHEATHI N6 PER PLAN WALL SCHEDULE IT MAX. t ` m T LB. BUILDING PAPER OR 11 FINISH PER ELEVATION OVER *� 1 LB. BUILDING PAPER OR �� FINISH P E L E V A TION OVER AIR INFILTRATION BARRIER 3/4 T.ib. PLYWOOD SUBFLOOR BUILDING ► 2X STUDS PER PLAN AIR INFILTRATION BARRIER '� -- 5/4 T.i6. PLYWOOD SUBFLOOR ji ► 2X STUDS PER PLAN FROM i 7 MIN. OVER SHEATHING PER PLAN '7 LB NG PAPER OR 7 LB BUILDING PAPER OR � . 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OVER C� a {,y,/ 11 MAX. j1 rittlittlittlialitilit F T T ,�,� ,, �1 » R R �.L a z z i ( 'S r 4 GANULA FILL •c w U a> f �..:•il 30 MAX. r►'i:V 1 L• T •"`� w J 2X P . T. SILL PLATE W/ 2X P. T. SILL PLATE W/ _ } - v1 a �� (I) *4 BAR I I • ANCHOR BOLTS PER SHEAR • , e ° ANCHO BOLTS PER SHEAR i • (I) *4 BAR GONTI M)OU3 " 19 I a 6 °' - ce o < W O B H I " MA 4 • , �.,, (I) *4 BAR 1 ° 1 11 MAX. 4 • . l " a • • • • U w 4 a N WALL 5G EDULE 2 n_ �, cn a CONTINUOUS r s f I WALL SGH EDULE � ANCHOR BOLTS 2 a I� • W p • I r T FLR. JSTS. PER PLAN • CONT INUOUS I FROM ENDS # 7 MIN i � • F LR. JSTS. PER P •I II ; . •• .. • .. ' ti .. - '.a.-' .. • . - .. - Q a < z — OM \ _ _ 11 EM BEDMENT (ELSEWHERE USE STUB OUT M4 BAR X 24" - Iz'z±l.. I _ ... -- -1 I I�`=1 I f ---1 i 1-� I I . , . ,• . ,• - : • • : • : �— - k ' c Z z 4 _ __ •• °� ' 2X P. T. SILL PLATE W/ -(I 1 -1 1 I -I T • 11 •II EMBEDMENT 10 (ELSEWHERE USE Z S TUB OUT *4 BAR X 24 - • ►...�/ 2X P. T. SILL PL AT E W/ . . - • . . - . w ., w • X I I � • t t _ . :/84 egi G) 10 ANCHOR BOLTS i O I8 O.G. _ - 1 I I � ° • ANCHOR BOLTS PER SHEAR X I --I I I- • L u L A e p 0 G) a 18 Q.G. �I I (_ .4 °+1-�I •4 ANCHOR B PEI Nt 5HEAR I 1 i I (=) (( —� fit' • . • .• . • • . .• • ... :• ..:. • .:. , • .• :. • . • :. , • . • 0 0 0 ° g , z d TI6HTLINE 1=-.1 I I M _ WALL SCHEDULE 12" MAX. z , r _ WALL SCHEDULE 12 MAX. Z I I I= It 1=111=1'11=1'1 - , 0 • < STORM DRAIN- (I) *4 BAR CONTINUOUS a d TI6HTLINE N (I) *4 BAR CONTINUOUS FROM ENDS # 7 MIN. i z TI6HTLINE I v a 4 . i a v' z w • = IF REQUIRED = 1 - >�4 B AR VERTICAL • 18" O. - -- , I FR OM ENDS ( Z MIN. I I STORM DRAIN I I �--- *4 BAR VERTICAL O lb O.G. -1 �- — II•N I I STORM DRAIN = -III • ;-I I II -11 I_ _I l r w - 68 z i I I -�I = • vv/ ALTERNATE BENDS _ *4 BAR VERTICAL • I8" O.G. - - EMBEDMENT (ELSEWHERE USE = IF REQUIRED - 1 I I- - • W/ ALTERNATE BENDS - *4 BAR VERTICAL O I8" O.G.. - ET''1BE DT R BOLTS _ _ !F REQUIRED -I I_I� I I� 1 � 1 =I I 1 =_I I � W - cq p I - "' H(' - 11 5/8 D IA. X 10 ANCHOR BOLTS d1 - i I-- i,� • 5/ D A. O ANCHOR _ It_.) II ^t I I -1 I _ D 'Es § g w.- - _ t � —1 � 1 4 HORIZONTAL • O W/ ALTERNATE BENDS - 71 I I � Iii-7 • 48 O . G . ) - — I i i x HO RIZ ONTAL • 10 O.G. W/ ALTERNATE BENDS �I I I 1 - 1- -1 1 • • 48" O . G . ) - 1 I—I I u 1 m 11 # HO • O IQ O.G. _ w , 0 W i HORIZONTAL O IO O. G. ,p '• II -.- b MIL. BLACK V. B. I 1 I I 11 6 •....-6 MIL. BLACK V. B. p w a � � v , W �+ -.� -b MIL. BLACK, V.B. ,\ I I - —�T�. '�, i O.C. _ _ _ .� L_I II- II • _ a - • 14 u • ' . - • • • 4 =I I I-- • ° p• • . ".� 6 MILK V.B. •. T t _ • W/ ALTERNATE BENDS w z •c v' _, 4, U p- J • 11T � .. _ L ` -" *4 BAR VERTICAL O 18 a a • 11 = 1 w d 1 I • I 1I N • 11 - I— - • • • I I 11 =I Y —1 e 1 tI # HORIZONTAL • O ID" j a . .4 3i A . I • .- , . . l 1 • • • • 1 1 , • • T • I 1 1 • I • • • • I I i , I d • + I (4 ( , 6 ' V W Z i l ; •-- - ' (2) *4 BAR CONTINUOUS W , 1 (2) *4 BAR CONTINUOUS` - ° — — O.C. . w O m _� _ : -•.• -- 4• + _.��- ;--(2) M4 BAR CONTINUOUS '_ • — *-• � ! (2) �4 BAR CONTINUOUS � - �- ��!� z �' °C► .e ° 0 a - (2) * B AR CONTINUOUS `� w S o •[ c� - '. - - 11 * 1 ' 611 11 IA. 11 11 11 11 11 11 1„ N 4 DIA. PERF 434 4,4, y J� $ J,, J�► y b *5.* a Z w * t > L.. o. tt SCALE . I - I -0 FOUNDATI DRAIN b 5 SCALE : I - I -O FOUNDATION DRAIN �I 4 �I �f 4 �1 .~GALE I" = I'-O" FOUNDATION 44ll 8 4 �1 SCALE - I" = I '-O" FOUNDATION DRAIN SCALE , I N = 1 1 -0 " FOUNDATION DRAIN - - " i FOUNDATION IMALL 2 6 FOUNDATION V (ALL IV SLAB 8 FOUNATION NALL 4 J S' FOUNDATION NALL W/ SLA�3 5 &ARA& FOUNDATION WALL � 1 8 Nik D I MEN 4 FOUNDATION NOTE: SPAG I N6 BETWEEN I NTERMED I ATE ROOFING MATERIAL PER U 2X STUDS PER PLAN ,..r DIMENSI ON GUARDRAIL MEMBERS TO BE A MAX. OF •a1li 4 CLEAR SUCH THAT A SPHERE OF 4 DIA. ELEVATION OVER BUILDING I 4 I 1/4" DIA. MIN. SHALL NOT PASS THROUGH ANY OPENING PAPER I SHEAT'i -il Nb PER PLAN ( V..) 3 w U BATT INSULATION PER PLAN ' FLR. J. PER PLAN FLR. JST5. PER PLAN CONT. HANDRAIL _ ROOF FRAMING, w r- I-- BATT INSULATION PER PLAN INSTALL 5/8 TYPE 'X' •� BALUSTERS TO CONFORM MEMBERS PER PLAN L■� .� -J 4 _ _ BATT INSULATION PER PLAN BATT INSULATION PER PLAN TO UBG SEC. 1046.4 i 50q 0 ► ~� 6 W.B INSUA AN A IN BATT INSULATION INSULATION BAFFLE TO N a 5/4" T.46. PLYWOOD ' 3/4" T. # 6. PLYWOOD SUBFLOOR 3/4" T. i 6. PLYWOOD SUBFLOOR EXTEND 12 ABOVE �' Imul" .1� SUBFLOOR GLUED # NAILED ` GLUED i NAILED GLUED i NAILED x ;; PER PLAN I NSULATION WITH 1 I/2" I 8 ►�� _ _ I CLEAR AIRSPACE 8 LL - O --=------ - = = - -- IFIVNAWAS -- = iSSIIINti= -T- - - - - -- VENTED 2XBLOCKIN6 ---1W/ (5) T DIA HOLES = F ... , , MINASYNNASYNIk id A Q 2 N g m O -� — \ PER 24 O.G. $ $ SOLID BLOCK! N6 SOLID BLOGKI N6 w z 1111111111111111111111111,111MWA, ��G I A BOARD U w n '� "'r FLR. JST5. PER PLAN - '� 4" GONG. SLAB !►'� \ = z � . �� . FASCIA PLAN a, } 2X P. T. SILL PLATE NV �_ "i } .' �. / ,A1 N "c � - OVER b MIL BLACK V.S. Y.BANCHOR BOLTS PER SHEAR BEAM PER PLAN . . ' _, 2 - _ NEW 5" GONTI °D 2X P. T. SILL PLATE W/ OVER 4" E�R.ANULAR FILL NI WALL SCHEDULE 12" MAX _ _ BEAM N ANCHOR BOLTS PER SHEAR 1 • ° I , - . X (I) *4 BAR I • FROM ENDS 4 1 MIN • X -,r.- 2 X 4 CLEAT O "� \ PER PLAN � METAL Z - WALL SCHEDULE, 12" MAX. . 110 � ° • 4 - • . • . ? Q CONTINUOUS I ? Q _ EACH SIDE dJ _T q" MIN. w Iii . EMBEDMENT (EL USE FROM ENDS 4 MIN. • II II • 4 _ •I L = 5/8" DIA. X 10" ANCHOR BOLTS BOTTOM OF BEAM - tV ,!� TREA ¢ z EMBEDMENT (ELSEWHERE + II I I • . . • .. - = .� .3 O 48" O z Z LL ac 11 11 • - - • . . . . (3) Ibd NAILS - y p U5E 5/8 DIA. X 10 ANCHOR _, • • . • : . • . • . • : . • . • . •. . • • P. T. POST PER PLAN r 11 . *4 BAR VERTICAL ® 18" O . G . ' ; BOLTS 0 48 O.G� b MIL. BLACK V. B. _ (2) SIMPSON A34 // BELOW STAIR INSTALL 5/8 EA TRUSS • -8d NAILS 0 r ~' a -' 18" O.G. ' ° I • =1 I-1 I-I 11 =1 1 =1 1 -1 II W/ ALTERNATE BENDS n FRAM ANCHORS b MIL. BLACK V. B. w ,� TYPE X G.W.B. (2) LAYERS �� „ o O *4 BAR VERTICAL • W/ ALTERNATE B I _ _ 1 �' 1 • I HORIZONTAL • 10 O .C. ® EACH POST v1 ,� • CEILING, (I) LAYER 0 WALLS ii b O.G. z .44 iII__ 11F-iI i HORIZONTAL • 10" O.G. ^ '' �I \ �"""' • • �% SIMPSON 14-I SEISMIC TIE • ► 0. - 111-11 I- 111 =111- :11 I--1 I ICI I ICI ' • • �I • . • I I7I 11 =I 1 I 1 I :11 IEI 1 1111 =1 • a - 4 I I CI I I =1 I l -1 I \ � _ -_ __ - ' �- (3) 2X12 STRINGERS 48" � ; b MIL. BLACK V_ B. i _ J:. II- 4 • 1 -1 I 1 -1I 111, - ,1 I I, ; 117 ,I 1=111=111=n I� . ' , X ' a =111 =111 =1 i I= Z, ' 11I l 1= 111 -111: ' �, - - � • ..- 111111 -1111 . 4 DvERHANd m 1 l-111E11 l-. I I I- 111-11 I - 1 - -- -�- - - I I_ -_ 11_ I I I I -1 I I- 1111 1 1111 - -111 - I •�t i PER PLAN -I I 1 =1 I 1 - 1 I •. II ---1 I I • — III \ I I �- • • .-, ; , 2x STUDS PER PLAN -� �- FIRE BLOCKIN • MID -SPAN � •• „ 2)4 BAR CONTINUOUS » 2) *4 BAR CONTINUOUS -r r� FINISH PER ELEVATION OVER iI I =III- _ -° . �- - ' '�(?a4 BAR GONTI I.�OIJ�' 4 8 f 4 �,r I -4 j I �I �I ; M► , 1 4 , 7 LB. BUILDING PAPER OR 1 =1 AIR INFILTRATION BARRIER $" 4" _ _ _ 2X4 THRUST BLOCK BATT INSULATION PER PLAN ► r,+ OVER SHEATHING PER PLAN d ie 4" /r SCALE : I" - 1'-O" SCALE : I" - I'-O" SCALE - IN - I' -0" NOT TO SCALE II SCALE : IN - II-O" -- 6 HOUSE/ARAcE FOUNDATION WALL. 11) 8 INTERIOR STEfrI WALL 8 CONTINUOUS FOOTING FO INTERIOR STAIR 10 FLAT CEILING 4 EAVE 8do 6" 0.C. Sd 6 O.G. TYPICAL ROOF CRICKET _ TYPICAL ROOF DIAPHRAGM 2 X 6 BUILT -UP CURB DIAPHRAGM SHEAR WALL PER PLAN i � " �" ROOF NIN PL AN SKYLIGHT SIZE PER FLAN W/ SHEATH TRUSS N MI N. CURB FL 4 " ASHING AS PER PIPI -b5 PER PI-6 8d • b O.C. U.N.O. BY MANUFACTURER 8d NAILS • b" O.G. -- __ _._.. _�_,._______ _ _ ___ -- (2 LAYERS LAMINATED &LASS • - *.' ♦12' -O" A.F.FJ 2 LAYERS RIPPED 2x4 �: ;, - PREFABRICATED THROUGH SHEATHING I 2x FIRE I I TEMPERED BLOCKING -- _ _ -- 'MS • 24" O.G. INTO LED BLOCK Nt5 ( L ,J '_`''\ GLASS • - I2'-O" A.F-F� PROVIDE INTERMITTENT i 1 (2) 2X •�` v ■ FRAMI N6 AS REQUIRED _ ,,� •I�. ``. \ RAFTERS OR 2x4 BLOCKING , /' V I ,,�._ � �� � . � � '' TRUSS BEYOND WALL TO MATCH ` ~`� ROOF FRAMING / • ,, (2) Ibd NAILS • � - - 2xb SOLID CI MEMBER PER PLAN / EACH STUD i BLOGKI Nb _ Ibd O b" O.G,� 2x BLOCKING i • 4 O.G. 10c1 • 4 O.G. A35 • 24 O.G. U N O , '' STUDS S I / IL.. 10c1 • 4 O.G. • I . . $ATT I N5lA.AT1 ON '� I UN r-1 2x AS RFQIURED �`� '/, 7 �� I � � • (2) 2X4 \ N' % 8d o b" O.G. SLOPED 2x LEDGER (Ohm I IISS `, ►�; r► 01 SHEAR WALL U.N.O. H i SIZE LARGER THAN " O.G. ��- Ibd • b • 2X4 INFILL FRAMING ' g -�� MEMBER). ,I (SEE PLANS) SHEAR WAIL � OR SO L ID SLK6 (3) Ibd TO BLt?GK1Nk5 • ( l < SEE PLANS) 'BAR WALL ••-. ' j E � � „ (SEE PLANS) SHEAR WALL - I 0 PER PLAN 5/8" TYPE "X" G.W.B. p . SIM. __Ili_ S 0 CALE : I" = I'-O• NOT TO SCALE NOT TO SCALE NOT TO SCALE SCALE : I" = 1' -0' 0 „ Foot 0 SHEAR TRANSFER DETAIL SHEAR? TRANSFER DETAIL SHEAR TRANSFER DETAIL 14 SHEAR TRANSFER IDETA I L SKYL I C�HT :=_� ( • V, •• 12- f ..� -�►- JUL 8 20 Q ,. S HEAR YIAL.L PER PL..AN .\ - _ I z- I g<I PiNISti PER PLAN • ■.... i w CULTURED STOP • • • . T. ROU6 NAILS • b' O.G 2x FIRE SHEAR r'IALL r ATiOti PER PLAN I • • SHEAT HINIS , BLOCKING PER PLAN 2 X S YIALL - ) . , _ O FRAMING► k w 2x HL i.�' �/� i PER \ - ` I J:::;' r_ir..•.....r...r �w, , .'f/Y • b • O V , 0. ATF#1rKS � _ PER PLAN � - 8 E T Ti -1 4..�.••� i I"3' 6d • I i4 • a �E�►THEIFL RESISTANT •, I � cST D+ r t `„ s ex i2 D F ROOF sHE.ATNINb J; : I ..N l BARRIER 1� t ,K� A • ` -4 ^.zap a• r►ETAL LATt•1 �� /gT1NM �D AR I • - • • 4X4 ��E 1 I ,C I r1� C' TUBED STONE ' (2) P d MA l ilL ' � ' 44. • ROOF F'R,M�I1N�5 I ..�...�, a�.r�w _ a�r..rr.rla • t a a - _ . -� TYPE W -- T'+r'PE "N" - PER PLAN I B • • Ems++ 1 i l I I pc 7/50•"*4 'al ?MQRTAR JOINT . MORTAR T STUD x . : • z j T'YnsE 11r MORTAR - • w . Co F «I. 1 I " •-\ 5EA►TSI�lQ►D' _ ■ 1 .. - - DOUBLE JOIST 2s ' t o 6 ■ • 0 ° rl 9�L y/��► .� /r ��/y� �y� �/ r �y�r TO �.y1� 1 1 w 1 I t 4I O SCALE NOT r V .�C'4..t SCALE • ■ . r c * R I T • V ' V %As , 1 po T • .. 16 LIIG T 0/ A ThI N (9 mip LIEITT VENEER 0/ CONCRETE jib BRACKET DETAIL. R5HEAR TRANSFER DETAIL r 0 5HR DETAIL . , 7' - � + +iy l atar. k 1 r � � ..- .....• -••.. - - . . - . 0 7 • • • • �. • . . . • i 3 - 9 Sx8x16 G.M.U. TYP. • PORCH 14"x30 "x12'' CONC. FT6. EDGE OF CONC. PORCH LINE OF POSTS ABV. STUB -OUT *4 REBAR • IS" O-G. 24" LONG 2x10 F.J. • 12" D.G. GROWL SACE 6 MIL (BLACK) V.B USE P.T. RIM JOIST DBL. JSTS. 2x10 F.J. • 16" O.G. PI -3 NERVASTOHL OR FLASHIN6 FOR WATER PROOF I N6 DBL. JSTS. 2x10 F.J. • 16" O.G. t1- PI -3 2x I0 F.J. • 16" D.G. 9 1- DBL. JSTS. I8 "x24" CRAWL SPACE ACCESS INSULATE 4 WEATHER STRIP 2x10 F.J. • 16" O.G. DBL. JSTS. 2' 121-0" RAISE GONG. TO Iq" ABV_ MAIN FLOOR CONTINUE FOOTING BENEATH O-H. ODOR EDGE OF SLAB -r----TURN DOWN SLAB INTO FOOTING RAISE CONC. TO Iq" ABV_ MAIN FLOOR CANTL. JOISTS THIS AREA OFFIT, VENT, 4 INSULATE FLOOR ABV. SLAB ON GRADE 4" GONG. OVER 6 MIL (BLACK) V.B. OVER 4" GRANULAR FILL SLOPE 4" TO O.H. DOORS BLOCK -OUT CONC. FOR FURN. DUCTS NERVASTOHL OR FLASHING FOR WATER PROOFING DBL. JSTS. 5"x16" SGREENED 9 VENTS i (13) FOUNDATION SOFFIT, VENT, 4 INSULATE FLOOR ABV. 110 LFILL 1 COMPACT FOR 4" SLAB WIDE (MIN) CONC. LANDING, 8" (MAX) BELOW THRESHOLD D.S. LINE OF FP. SOFFIT* VENT FLOOR ASV. 3b'-O" OVERALL FOOTPRINT . , LATERAL RESTRA 1 NT HARDPIARE s e'1<' i 0-10L..'7Or " "PE AND AMOUNTS 500-IPSON ST 4RJ (IA? TO''',...... 61V6T'ALL f---2. FROP0 COQ OR R J6H► OPENING LI ND USE (38; A6d NAiL5 EA ® . StMPSON STHEXCI (5; TOTAL_ STALL I-02* 02* FROM CORNERS OR RO,* 4 OPENJi65. U K.O. USE (36) Ib0 'NAILS EAG4+_ a FOUNDATION VENTILATION GRAA1eIL.S+PALE AREA- VENTILATION REGIUNIED, USE VENT AMA s VENT'. MINEGUNED s IIIOiOVICE: VE1,4T1LATION •ROVUDED k2PS 5F 17�s 5.F 1'30 D•X* F01.11417AT<P4 VENTS L2b - 25111 RECUC.114"104E5114 106 4 5U J VENT AREA s 15 15")06* ANTS AREA _ 1246.0 S1. 15 OREATE9t To#AM 1166 451. 111EO'fl a A6 .O SI 1215 51 12460 51 1165.4 BI _ REM" UWE IS ghee FOUNDATION verrs • FOUNt?ATION FLAM FOUNDATI ON NOTE3 1. GGNTRAAGTOR 5M1 A. VERIFY AILL N0'TE5- D CONS MON5 PR,fOR TO GONlST1ILOCT10N- 2_ 111,11t0V1DIE SOLID eLocKlms ovf3R suppromrs 3 PMT'S TO elE P.T. 4X4 Gria2 t P.T. 4)6 DF2 • EE/1M J0• h. U140 4. ALL roc/moss TO REST ON ILINPISTIMEIP 5 ALL PI0017 INI GCJNrTAGT 1'•TN G01A,, . TO 61E PRESSURE INEATED b_ $OFFI T. VENT. t INSULATE CANT11XY1911W AIEAe& SCALE: 1/4" = z•-0* 12 TYP. • ALL 6ABLE5 U.N.O. T.O. BEAM • 81-11" ASV. MAIN FLOOR P • I'1' -0" A9V. MAIN FLOOR CI P • "1' -II" ABtf. MAIN FLOOR P • T -I I" ABU. MAIN FLOOR U 320 SPEC.IAL SCISSOR TRUSS t '1_ STALL 5CN'11°SON CONC. TO MOOD r 04C31-0001 115 1 112'• FROIN1 CORNERS t . r'i ROU614 OrEtoNuSS . AL5O SEE 1**ANtF'AGTUPIER'S SPECS D STEP FOUNDAT1ON PER SITE CON ICIrnONR5_ 411, 2000 P 5F_ ^wow 5014. ElEARP46 CAPACITY SK LL BE VENSFIED IM FIND_ 10- SEE SKEET I FOR API TIONAL NOTES_ 11. SPACE S'b DIA ANCHOR DOLT'S PEit s EAR rrALL w 2'i2*".' PLATE PlIA6049115 1x0. • • ACk RAKE 2 °4° SKYL 16HT W/ LAM. GLASS P • IT-O" ABU. MAIN FLOOR TYP- U.N.O. 121-0-1 0-H. TYP- • EAVES • T.O. BEAM • ABV. MAIN FLOOR 6' RAKE itir ROOF FRAMING FLAN 'SCALE, I/4• z -'-O• P • 1' -II" AB11. MAIN FLOOR P • 8' -II" ABU MAIN FLOOR ROOF FRAMIN NOTES: 1_ C4INTRACTOIR A L NOTES Ds coNosTioNs 1Omolct 'rO GoNsTiR4JGT►O 2 ALL BEAMS t HEADERS TO BE 4x:0 OFs'2 • 2x4 5 t 6,1,15 DF•2 • 2x6 U-k0 9- A40V11 E YEN'S' ESL C.1c ** oven suPPoPirrs 45 /ARE SKACNED S ALL TRu55E6- • 9004.1. !'!E S- AP4PED IP' AN eber•."T L. 3 T►E STATE OF r'M.94N80-O>y SMALL !.E NIST•ALLED 1 MACAW, rO • SMALL NAVE VESNSINI DETAILS t 011WIPIS6 014 SITE FONt PltAArl1N46 4E•EGTION1 • 'S►oALL. lAIO''' FIELD ALTER relWa T' AIIrCMt �1LDt IS CEPAR'T AA110VAL C7F 'nom 6 SEE SNEET Flit ApprrIONAL mareS 'T 5>"EAT►+ ALL 041461LE END'S PIER /L-6 P40 (2) 8x8 P.T. POSTS W/ STONE VENEER BASE TYP. • COV'D PORCH 36" HI6H P.T. RAIL 4x4 PICKETS • 12" O.G. xIO D.F. USE FULL HE I6HT s - 4 £.£s 4 SILL • b' II" A.M.F. bx NON - STRUCTURAL P TS OVER 8" WIDE HALF WALL • 42" A.F.F. S ,524 5 ;- £ S GOFFEREDI DINING CARPET 1- VAULTED .LIVING • 50T. • E>' -II" A.M.F. C 2660 G.O. PI-3 FOYER HDWD - " 3' -8" 8" WIDE SOFFIT AIL • SIN& . JSTS. I8 "x24 G.,Q c Im 1 1d 0 SOFFIT, VENT, 4 Q t INSULATE FLOOR ASV. tt.��ISLAND TJ" A.F.F. OPENI N6 PATIO 4" GONG. '7 CASED OPER1 S 6 "x6" BUILT -UP POST i8" HI&H PLATFORM W/ (2) LAYERS 3/4" PLYWOOD 5 I /8 "xl5" b.LB. 24F -V4 CARPET III DBL. JETS. 1ADD DBL. BLK16 • it III SHEAR WALL ASV. 111 I1pIRECT VENT 6AS FP. INSTALLED PER MAW SPECS_ vv/ 20" WIDE (MIN) NON- COMBUSTIBLE FLUSH HEARTH nI DBL. JET 1 0 O 6" DIA_ FRESH AIR DUCT W/ DAMPER O 9 BULID POST UP TO b 3/4" WIDE LIGHT10EI64-1T STONE VENEER (GOBBLEFIELD) NOLO BACK STUD FOR CONT. SHEATHING III HEATING SUMMARY MAN FLOOR_ ;,q FLOOR 40' -0' OVERALL MAIN FLOOR PLAN FLOOR PLAN NOTES:, 1_ CON'TRACT'OR S4AL.. VERJF`✓ AL NOES DIMENSIONS CONDITIONS PRIOR TO GG TRUC -i0N 2 A/.-.. BEAMS t HEADERS TO BE 4x:0 DF*2 • 2X4 r4ALLS t 16x8 DF*2 • 2X6 WALLS i.! A1.O 5 PROVIDE SOLID BLOCKINS OVER SIPPORTS 4. PROVIDE Fr1 FN& • ALL PL.UP13IK6► PENETRATIONS. 5. rlINIDOr4 1 DOOMS ARE SI4OP't4 t NOTED AS NOMINAL SIZES b _ HORS_ • 6' -6" ABOVE F FLooR . UKO. .7 ALL 1,11000 11P4 CONTACT rrim GONG TO BE pile5544inE TREATED 8 EXT"ER)OR r4A115 TO EE 2x 5TUDS • 6' O G _ U N 0. 'P W6TALL 'Somr45014 CUING. TO MOD HOLDOPIKS 1 I/2" FROM commits t IPIPID01r4 ROU6I4 OPENINISS. #450 SEE I'ut,AKIFAGTUlEft'S 51°EGS. IO movoc res POPllT LOAD SUPPORTED BY (2) STUDS. LINO_ N. SmO E DETECTORS, • SHALL BE 110 v iNTEACOPOIECTED I BATTERY BeACKIAP • .t BE INSTAL LED Col EAGI+ FLOOR t ALL . SHALL DE INSTALLED 04 (ACM LOGAroM maw new 15 A IGEILI NS CHANGE CATER T►AN114 24* 12 SEE SHEET I FOR ADIXTIONAL NOTES +B ALL EXTI9ItiOR MALLS TO EIE Irr-b a r�o SCALE: 1/4` = r-0" LATERAL RESTRAINT HARDNAARE 5 •+oLDOrt'i T`vFE AND AMOI,NTS 0 S+IP_,OM ST ,548.1 (14; TOTAL INSTALL F - +r2' PRONg CORNERS OR ROUSH OPENLI N&s_ U14.0 USE (36) .6d KAtL5 EAGb. ® S+'MPSON 5TI~ID10 (5) TOTAL INSTALL. I -1T2" FROM CORNERS OR ROU6•14 OPENINISS, 11 N0 USE (38) Ibd 74ArL5 E•G$. - SIMPSON M$T46 (3) TOTAL • MAIN FLOOR- PISTAL_L VERTICALLY DOM TO POST r►4 GRAM SPACE. USE (215) bd KIULS EAC$ — 5•485004 I T4b (10 TOTAL • UPPER FLOOR •6T*4.1. VERTICALLY DOIM TO F1 .*J4N6► BF.LOrw, ME ('2b) ad NAILS EAG$ 0 SoirSON rib (2) TOTAL •UPPER FLOOR aSTALL. VI9ILTV,ALLwr DOM TO PRAM.* em rt *DID A35 eitApoos "moons • 24" OG TOP (PLATE TO VEIL JOIST. LINE OF ROOF BELOW LINE OF WALL BELOW 4 4049 SKYLIGHT W/ LAM. 6LASS BI-FOLD 2° VINYL BEDR1'4 4 m CARPET WHOLE HOUSE FAN TO BE INTE&RATED W/= FORCED AIR SYSTEM; p4/ AUTO TIMER t1 1IOV MANUAL OVERRIDE 0 p HOLD BACK STUD FOR CONT. SHEATHING Ii m .EPRM 3 Lt? CARPET 2x4 24EP WALL BEL 9'3• PICTURE W/ SAP. &LASS LINE OF WALL BELOW LINE OF ROOF BELOW 4O' -0- UPPER FLOOR PLAN SHEAR 1NALL SCHEPULE (EE 1447 UBG TABLE 23- II-I -I a 23- II -1 -2) PI -b v z t4a PLF I/2- PLY1^I000 OR O 515 EGIUAL rev 8d (6UN) MAILS • 6" O C ASE: 16d (NAILS • 5" O C . OR 545* AB • 46" 0 G. TO GONG. PI--4 v = 304 pum i/2" M'v''r 000 OR 0 SD EG�1AL. rV bd (&fr) NAILS • 4' O G ANGNOiA6E, I6d NAILS • 4" OC OR 5/8" AB • 3b' OC TO GONG_ PI -3 V s 361 PLF I /2" PL.Y1010100 OR 056 Ef L rV bd (64.m NAILS . 3' O C 3/8•11/5* LA6 SCAMPS • I2" OC OR SW AB • 50" OC TO Gd'i1G U5C P.114 3" NOMINAL STUD • ADJOIN /4 6 PANEL awes PI -2 v = 516 PLF I/2" PLYWOOD OR 0515 E AL VW bd (LSUPQ 14001..5 • 2' O G 3+18'x'3" LA6 SCRIM • •" OC OR 5r'0" AB • 24' OC TO CONIC USE PAIN 3" NOMINAL STUDS • ADJOIN** PANEL woes. MOTE ME SHEAR VALUES W4 T)w S TABLE ARE BASED ON Tie USE OF ad PNEUMATPC^ILY ORJVB4 NAILS MTK A m1r•RIr4 SHAW DIAMETER GF 0 r10" eLOGK ALL piktia. Epees 14A1. SPAGaMb IS FOR ALL .AN& B7QES 3sAGE "vacs • IT 0 C "Lop , logyenmwtAIT FR/1MW & imements AT DBE 'SEED 'BAR rV4.1.5 OFFSET SHEATH.. . 1' err OI'E am, Ihrsteivrt 4x EATH 'SILL PLATE Am, NAILS ST • SCALE: I/4' _ JUL 0 5 «L VENTILATION REOUIREMNTS (SEE Ade r411,5i#►rbr 4 STATE *00t Ai* COAL: T ' CODE) i SYMBOL, ,L, FAN TYPE ` I ' JTGPE" OT ISO 1.0 50*E5 102 GF w • 25 ri► 1 ea c.". • I0r'16r NV ITo1€ or a0 1.9 SOI"E5 03 CJFP4 • 25 iftS I i el0 Crow • IC MIS Muy :L uSIE Q'1' aO t'"►t7o cr... "' ,t2 • AL/. KI'TG IEN t MOLE I'•..i' E F" rt 4040 SKYLIGHT NU LAM. GLASS 6x12 BEAM W/ 2x6 BRACKET COMPOSITION SHINGLES SHINGLE STYLE SIDING 5/4x12 CORNER TRIM P • PORQH 5/4 TRIM 2x6 TRIM (2) 8x8 P.T. POSTS 2x FLAT OVER 2x6 TRI M MAIN FLOOR 5/4x6 CORNER TRIM • FRONT 6" EXPOSED LAP SIDING MAIN FLOO 2x10 TRIM LIGHTWEIGHT STONE VENEER (COBBLEFIELD) 36" HIGH P.T. RAIL W/ 4x4 PICKETS • 12" O.G. • 3 5/4x6 WINDOW TRIM TYP. • FRONT FRONT ELEVATION SCALE_ 1/4" = I'-0" ELEVATION NOTES: I. VERIFY SHEAR WALL NAILING AND HOLDOWNS PER PLAN 1 SCHEDULE PRIOR TO INSTALLING SIDING. 2. CAULK ALL EXTERIOR JOINTS t PENETRATIONS. 3. PROVIDE WEATHER STRIPPING 4 FLASHIN6 AT ALL DOORS 4 WINDOWS. 4. PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLASHING 1 COUNTERFLASHIN& • ALL ROOF PENETRATIONS, CHIMNEYS 4 SKYLIGHTS. 5. PROVIDE CONTINUOUS METAL GUTTERS 4 DOWNSPOUTS • ALL EAVES, TYPICAL. 6. SEE SHEET I FOR ADDITIONAL NOTES. P • UPPER 2494° SKYLIGHT NI/ LAM. GLASS EXPOSED TR iSS TAILS CONTINUOUS GUTTER OVER 2x8 FASCIA SAFETY GLASS sueFLooa P• MAId MAN FLOOiR • 2x10 TRIM 2,c4 FLAT OVER 21c4 TRJM r/P_ • SVES 1 IRENR 2w4 TRIM I1Ii IN II 2x10 YRy 4 P • DIN INS. REAR ELEVATION • SCALE: 1114 s t"-O" • S HINGLE S .. TRIM SAFETY GLASS 5/4x4 CORNER TRIM • SIDES 1 REAR 2x10 TRIM 6" EXPOSED LAP SIDING LINE OF INTERIOR VAULT 3 -12 16 "x30" L PATIO SLAB--/f RIGHT ELEVATION SCALE, I /4" = 11-0" ATTIC VENT (CEDAR) LIM OF INTElbo t LEFT ELEVATION SOALX 1/41* s t . -0' i INSULATION BAFFLE VENTED BLOCKING P O UPPER 4 4 SKYL% T W/ LAM. 6LA55 R -30 INSULATION TYP. • CEILING LIGHT WELL 1/2" G.W.B. TYp. MSTR BRf4 SUBFLOOR FOYER COMPOSITION SHIN6LE5 OVER ISIb FELT OVER 1/2" G.D.X. OR O.S.B. OVER TRUSSES FINISH PER ELEVATION OVER -1Ib FELT OVER 1/2" G.D.X. OR O.S.B. P • GCVO PORCH 0 PO MAN BEAM PER PLAN KITCHEN (2) 2x4 WALLS GOV'D PORCH MAIN FLOOR 5/4" T. 4 6. PLYWOOD OVER 2x10 FLOOR JOISTS W/ R -30 INSULATION MAIN FLOOR RAML SPACE 4°4° SKYLI6HT W/ LAM. 6LA55 6 MIL (BLACK) V. NERVASTROHL OR FLASHIN6 FOR WATER PROOFING BUILDING SECITION 'A' SCALE. I/4" = 1111 MANUFACTURED TRUSSES PER PLAN P • UPPER LIVING 2-GAR GARAGE SOFFIT pools' TO BOTTOM or JOISTS i 4 TE+R HEAT Ft FtIRNACE 18' i 6$ PLATFOR34 O IMAiN FLOOR POSTS a BEAM PER PLAK LINE OF CONTINUOUS FOOT,N& 4. COW. OVER 6 PAL (BLACK) VB OVER 44 6Rmut...AR FiU. SLOPE 4" TO Off. DOORS BUILDING SEGTION 'B' s SCALE: V4• s I `-c" 2001 WASHINGTON STATE ENERGY CODE CHECKLIST CHAPTER 6 PRESCRIPTIVE W. PROPOSED INSULATION OPTION NUMBER III WDW. R -38 MAX. GLAZING PERCENTAGE ALLOWED , UNLIMITE VAULTED CEILINGS R -30 PROPOSED PERCENTAGE GLAZING 17.96% ABOVE GRADE WALLS R -21 MAX. VERTICAL U -VALUE ALLOWED 0.40 BELOW GRADE WALLS (INTERIOR) R -21 PROPOSED VERTICAL U -VALUE 0.38 FLOORS OVER UNHEATED SPACES R -30 MAX. OVERHEAD U -VALUE ALLOWED 0.58 SLAB PERIMETER R -10 PROPOSED OVERHEAD U -VALUE 0.54 !DUCTS IN UNHEATED SPACES R -8 MAX. DOOR U -VALUE ALLOWED 0.20 PIC. 5220 PROPOSED DOOR U -VALUE 0.20 - 0.39 GLAZING SCHEDULE PLAN M2400A2F -2 ROOM I W DS. W. WND. ` MANUF. r FRAME WDW. MNDOELGAInP 1/2" I GAS LO -E U -i ; L AREA UA I MAIN FLOOR FOYER 1 1.50 5.00 MILGARD VINYL PIC. 5320 1/2" AIR YES 0.35 7.50 2.625 FOYER 1 4.00 2.50 MILGARD VINYL PIC. 53201/2" 1/2" AIR YES 0.35 10.00 3.500 LIVING 2 3.00 6.00 MILGARD VINYL PIC. 5220 1/2" AIR YES 0.39 36.00 14.040 LIVING 3, 2.00_ 2.00 MILGARD VINYL ,S.H. PIC. 5320 1/2" AIR YES 0.35 12.00 4.200 DINING 2 3.00 6.00 MILGARD VINYL S.H. 52201/2" AIR AIR YES 0.39 36.00 14.040 KITCHEN 1 4.00 3.50 MILGARD VINYL SLDR. 5120 , 1/2" . AIR , YES 0.39 14.00 5.460 NOOK 1 6.00 6.83 MILGARD VINYL _ S.G.D. 5621 1/2" AIR YES 0.35 40.98 14.343 FAMILY 2 5.00 , 5.00 MILGARD VINYL SLDR. 5120 1/2" AIR YES 0.39 50.00 19.500 DEN 2 3.00 5.00 MILGARD VINYL S.H. 522Q1/2" AIR YES 0.39 30.00 11.700 R BEDRM 2 - 3 3.00 5.00 MILGARD VINYL S.H. 5220 1/2" AIR YES 0.39 45.00 17.550 MSTR BEDRM 1 8.00 4.00 MILGARD VINYL SLDR. 5120 1/2" AIR YES 0.39 32.00 12.480 MSTR BATH 2 5.00 3.50 MILGARD VINYL PIC. 5320 1/2" AIR YES 0.35 35.00 12.250 MSTR BATH 1 2.00 3.50 MILGARD VINYL S.H. 5220-1/2" AIR YES 0.39 7.00 2.730 BEDRM 3 1 5.00 3.50 MILGARD VINYL SLDR. 5120 1/2" AIR YES 0.39 17.50 6.825 BONUS 2 3.00 5.00 MILGARD VINYL _ S.H. 5220 1 /2" AIR YES 0.39 30.00 11.700 WND. TOTAL: DOORS WITH MORE THAN 50% GLASS 402.98 152.94 DOORS WITH MORE THAN 50% GLASS- TOTAL: AVG. U -VALUE (VERTICAL GLASS): SKYLIGHTS AND SKYWALLS 1 0.38 STAIRWELL 1 4.00 4.00 MILGARD VINYL SKYLIGHT 780 3/4" AIR NO 0.54 16.00 8.640 MSTR BATH 1 2.00 4.00 MILGARD VINYL SKYLIGHT 781 3/4" AIR NO 0.54 8.00 4.320 BATH 2 1 2.00_ 2.00 MILGARD VINYL SKYLIGHT 781 3/4" AIR NO 0.54 4.00 2.160 GLAZING % = AVG. U -VALUE _ TOTAL 1 HEATED AREA UA TOTAL (TOT. 2) AREA TOTAL (TOT. 1) SKYLIGHT TOTAL: AVG. U -VALUE (OVERHEAD GLASS): AREA 430.98 S.F. = 2400.00 S.F. 168.06 UA = 430.98 A 28.00 15.12 0.54 UA 430.981 168.06 TOTAL 1 TOTAL 2 17736141 0.39 U -VALUE 2001 RESIDENTIAL WSEC CHAPTER 6: HEATING SYSTEMS SIZING PRESCRIPTIVE HEATING SYSTEM SIZING: ELECTRIC RESISTANCE (BASEBOARD / UNIT HEATERS): CONDITIONED SQUARE FOOTAGE X .005882 = 14.12 MAXIMUM KW OUTPUT OTHER FUELS: CONDITIONED SQUARE FOOTAGE X 20 = 48000 MAXIMUM BTU OUTPUT ROOF VENTILATION Standard Truss / Scissor Truss Roof Framin9 Assembly: Roof Area 1918 s f Ventilabon Required 1918 s f x 144 s i/ s f/ 300 = 920.64 s i Req'd Proves 1/2 venbiabon at eaves. 1/2 above mrdpant & min 3 ft above eave vents ■ Eave Ventiation B+rdbiocicing= Eave Venblabon Req'd = Provide 'Ian Venbtabon Provided = 471 sr /If -25% reducbon = 9 2 3 64 s r / 2 I s r per 1 f = 131 I f birdbiock ng Verb = 462 76 s r is greater than 353 sr /If 130 31 I f 462 76 s i 460 32 s 1 Req'd Upper R Tx T Atbc Roof Jack = U p p e r Ventilation Redd = Provide Venbiabon Provided = 49 s r each - 25% screen reducbon = 92164 s r 12 i s r of each vent = 13 -7-x7- roofs Von = 4r ' "5 sr rs greater than 36 75 s r each 12 53 vents 47775s' 460 32 s r Req'd Me : (minine mi) bs• : (psi) 131 LC biniblocking. Ventilation = 13 -7-iir roof jacks. Ventilation = 4112.7+8 s.i_ 477.75 al Total U. Ventilabow Plareded is 94011 s-i. IS GREATER THAN : File: D 02 -0191 35mm Drawing #1 . . , , , e1' 0 Nt: A . `G) 0 — &� v t.. Z on, OG \ � G R 3 u) chain link fence LEGAL DESCRIPTION n) north of line E. end chain link fence '� 2 CI o ti cb�' is 0.6 north Sc 1.2' west ,2 S88 42 38 E ' � �` w Z o BEGINNING AT A POINT OF THE NORTH LINE OF SECTION 27, + _ I _� _ _'°:_` , v' , y . Pi n, Z 2 150.00 ,, of set rebar w /cap TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, • c': ^ i , . !L 200,0 WASHINGTON, NORTH 89'59'10" WEST 806.1 FEET FROM NORTHEAST assumed 218,2 Ele va tion med CORNER �OF SAID SECTION X27 AND RUNNING THENCE SOUTH • 216, a °' " u o to 2 200.0 ® set rebar w /cap 0015 50 EAST 991.6 FEE TO THE TRUE POINT OF BEGINNING; • THENCE SOUTH 0015'50" 'BAST 100 FEET; THENCE NORTH (111113 4•J Lot2 $ 8 C o 89'59'10" WEST 150 FEET; THENCE NORTH 0015'50" WEST 100 li a Id Lo t ' , " d o FEET; THENCE SOUTH 89'59'10" EAST 150 FEET TO THE TRUE �� POINT OF BEGINNING; 0 217 216 ; �' � 19 TOGETHER WITH A 30 FOOT EASEMENT ACROSS THE EAST 30 FEET o 0 a 2 213,8 20:,5 UNDER DOCUMENT RECORDED UNDER RECORDING NUMBER ov x 2 :.9 `. 200.6 20011002001354. Z �-" E listing . 21 ,3 o Hiuse (ALSO KNOWN AS SOUTH 200 FEET OF LOT 27, BLOCK 5, McMICKEN w " c #' 736 c a• HEIGHTS NO. 2, ACCORDING TO THE UNRECORDED PLAT THEREOF; •� 30 �•arC0 x ,� 20e. � \■. • r---- -- N 1 N EXCEPT THE SOUTH 100 FEET THEREOF). i 0 !, r (\I Y.) tiz x o 1: o �'' 20 `►' - 1 Cr) c orn e r no t set . • E /3--j‘.9. 0 . � a GRAPHIC SCALE 3 21, 2� N 150.00' ' � ; ' f , a o �� 3o ea �z E a il N88 42'38 "W W 3 co o 1- '' E 9 s ; 4) I j .0 N . end wood fence Ill 9 6 ( IN FEET ) o is 0.9' south & 0.3' est • 4.* II; 1 inch = 30 ft ' 0 of set rebar w /cap (0 cn o I 30' easement Rec. #20011002001354 > Proposed 15' easement for '/ 1 w CO t) ingress, egress & utilities r-- . o N 1 �osi • C ' x % 2 l o p I 4 4`. N IN'4' Z SCHROETER%LAND SURVEYING PROFESS' NAL LAND SURVEYORS JI x ;I x 1993 Found 1 /2" pipe 0.65' west & 0.96' south P.O. Box 813, Seahurst, Was Ington 98062 (206) 242 -6621 FAX (206)243 -9679 of set rebar w /cap i O i 2 cb© i E. end 12" cp rim ,, top = 199.1 30' 205. - ' � . So. 164th St. j .0 � 0 .� cJ O p W. end 12" cp �r `'•%, 10 yo, .S top = 201.0 N88'42'38 "W calc. 1,4 %: .\ '00 804.95' calc. c',41 l �'OS v �' °0, 4 painted File• D 02_0191 • 35mm Draw #2 0 Inch n. 1/16 '1 i 2 I I I I I 3 • 4 5 6 v ie w. ".tea =LI V o 611111111111111111111111111.1110H iiii!ii1111111111 11111 11111111111111111111111111111111111ii► IIIIIIIIIIIIIIIIIIIII iiii�iiiiliiii�iiiili���� `� 1 �G " a ��■ \V ` r _ \\I\ In chain link fence — Fl6 vier Tr �; E end north of line LEGAL DESCRIPTION chain link fence Z S88'42'38 "E N of °I ° ?�vo (L # Z is 0.6' north & 1.2' west 4 • '� _ ; ' ��`� _ o' �;' a'`ni '?� o f set rebar w /cap BEGINNING AT A POINT OF THE NORTH LINE OF SECTION 27 TOWNSHIP 23 NORTH, RANGE 4 EAST, , i . _ ____ ;200.0 WASHINGTON, NORTH W.M. IN KING COUNTY 89'59'1 O" WEST 806.1 FEET FROM NORTHEAST 0 g21 • . . v a , V N , Elevatio assumed CORNER OF SAID SECTION 27, AND RUNNING THENCE SOUTH CA = / , , ,� •' , 200.0' I set rebar w /cap 00'15'50" EAST 991.6 FEET TO THE, TRUE POINT OF BEGINNING; • 0,. THENCE SOU 00'15'50" EAST 100 FEET; THENCE NORTH .4., a {t! • � �' o0 89'59'10" WEST 150 FEET; THENCE NORTH 00' 5'50" _3 w Lo 2 ► x j'' 8" d FEET; THENCE SOUTH 89'59'10" EAST 150 FEET TO THE S TRUE O °" N 217„9 Lot 1 7 I• ° PO INT OF B o �. 216.0 2 4. ! 40 APPROX. CLEARING LIMITS TO GETHE R WITH A 30 FOOT EASEMENT ACROSS THE EAST 30 FEET • a , 0 213,8 20=.5 / UNDER DOCUMENT RECORDED UNDER RECORDING NUMBER oo x 2 =,9 200.6 20011002001354. Z ,0, E 4 sting x 21 ,3 , �I w w H i use .� I (ALSO KNOWN AS SOUTH 200 FEET OF LOT 27, B 5, McMICKEN 30 c - ar C� x # ti � ei $,1 -'117; 3 HEIGHTS NO. 2, • ACCORDING TO THE UNRECORDED PLAT THEREOF; If EXCEPT THE SOUTH 100 FEET THEREOF). 1;:---- `V1 No x $ l O . * E i c'', 20 �`.Il, Zo c°n co rner not set 2 0 GRAPHIC SCALE ,E monow N � 15 � ' * * dill � 0 ` 1 a 15 ao eo i20 Q E •9 .j N88 42'38"W r�� N f r9 S I Ill V 1, r • - J N . end wood fence f o o" s,.... o ° is 0.9' south & 0.3' est •• ' j 1 inch = 30 ft. • 6 ( IN FEET 0 of set rebar w /cap e. v) if 4 30' easement Rec. #20011002001354 r P Proposed 15' easement for ' V j�; w ingress, egress & utilities N I' • i ;' d & . i HAY BALES OR x I I CHECK DAMS Mt N , 4 � SCHROETER%LAND SURVEYING Z o ii A I . 199,3 PROFESSI • NAL LAND SURVEYORS cu II Found 1/2" pipe 0.65' west & 0.96' south P.a, Bo:. 813, Senhurst, Was Ington 98062 (206) 242 -6621 FAX C206)243 -9679 of set rebar w /cap • i : V FILTER FABRIC OR 1111 j 5Ij i ■ E. end 12" cp 3o'CATCH BASIN INSERT It 20 5, _ top = 199.1 ..,� So. 1 64th St. co,./ k:% c `' o � fo 0 W. end 12 "cp •6% tap = 201.0 N88'42'38 "W calc. c� .(0.4 1/411 �'o , � 'Op 804.95' calc. c3jc, l F os s ''' t °0.4 painted q I I i i !' . i! I i I! i ( i I i i 11 I i i } ..,i i" 1 I i I i I . , ! I ! . ! I I I ! I I 0 Inch a 1/16 • 1 f ' 2 3 'd 5 6 {Jr l V i * i U i N 1 _�-___.._. ' r - - -- — L I ....,.... 0 ' IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1111111 IIIIIII1IIIIIIIII1IIIIIIIII1IIIIIIIII1IIIIIIIII1IIIIIIIIIIIIIIIIIILIIIIIIIIIIIIIII�IIIIIIIii1 File• • D 02_0191 35mm Dra • #3 I i I I, I'I'I I'I'I �ilifii iilii!'ilIIi -'i i i i i I I! i 0 Inch 1/16 '1 2 3 d 5 �'r t A.Y1F r��dli�, y_ - I 1 1IIIIIIII1III1IIIII11IIIIIII11III1W �ILII !IIllh 11111h 11111 11111l111111iiliii11iiiili111111iiliiII1IIIIIIIII �IIIIIIIII�IIIIII & ..... � � .''� I II • t • • ,. ,J " / / • r , ?� . .n• . • r, ;; // s r s • °!� I , lit `f +, I, , 1 : r 1 , r• ° � rf N ks Y• , r I H vicinity map IIIIIIIiIIII I iilllIi II II II Iii II iiI II IIIhlfiliiii�ililliliiiiiiiliiiihiiiiliiii1iiii liiii I. ......... • File• • D 02_0191 35mm Drawing #4 • I I i i i I I I I I I I 1 I I'fiiiiiiiIiiiii 0 Inch v. 1/16 1 I,; 2 3 d 5 6 X _ IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I IIII�IIIII . IIIIIII - I IIIIIIIIIIIIIIIIII III I II II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII vicinity map valvue sewer district