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Home My WebLink AboutPermit D2000-310 - SINGH RESIDENCE - NEW SINGLE FAMILY RESIDENCESINGH RESIDENCE 14641 46" AVENUE SOUTH D2000-310 City of Tukwila (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 004000 -0756 Address,: 14641 46 AV S Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Conct Type: Gas /Elec.: Unit:.: 001 Setbacks: North: .0 South: Water: UNKNOWN Sewer: Wetlands: Slopes: Streams: OCCUPANT SINGH RESIDENCE Phone: 14641 46 AV 5, TUKWILA WA 98188 OWNER HEMPEL SCOTT .14637' 46 AV 5, TUKWILA WA 98188 CONTACT GURDiIP SINGH Phone: 206- 244 -1900 1 14641 46 AV S, TUKWILA WA 98188 •k****'Ock *** k******* **** *** ** *•k :k *****k* ******** ** *** ******: k •kkle *•.k * **•.k•k** *.k * * :kkk Permit Description: CONSTRUCTION OF A NEW 4,289 SO FT SINGLE FAMILY RESIDENCE, 423 SO FT ATTACHED GARAGE, 70 SO FT COVERED DECK.AREA AND 130 SO FT UNCOVERED DECK AREA:. PUBLIC. WORKS ACTIVITIES INCLUDE: ACCESS, LAND ALTE RING, STORM DRAINAGE,,, SEWER PROVIDED BY VALVUE, WA TER BY ;WATER DIST 125 k *1k * **** * * *k*4***.x*.** *I: **4; *ilk:k *** ** ** *k• ** * **** *•kk• *** *k*kk** *krek *`k ******** * Construction Valuat..ion: $ 378,203.90 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: DHM Curb Cut /Access /S i - dewa 1 k /CSS : Y Fire Loop Hydrant: N No ize(in) .00 Flood Control Zone: N Hauling: N Start Time End Time Land'Altering: Y Cut: 50 Fill: 50 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N; No: Sewer Main Extension: N Private: N Public: N Storm Dr.a<inage: Y Street Use: N Water Main Extension: N Private: N Public: N Ak*kk :k k* ** * * * * *• *** ***' irk** ***k**** *k * *** ****** * *k•k•k *•k * *k**k•k•k*** *** ** *** TOTAL DEVELOPMENT PERMIT FEES: $ 4,332.65 { * k********** k* ***** ***•k•k•k*** *•k *•k * * **k *** j k*****• k**• k**** k*• k'.k* ***** ** * *•k**k**k **•k*kk *k Contractor License No: Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. A l l p r o v i s i o n s of law and ordinances governing t h i s Work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. 444 Signature: Print Name: DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT I'S PROCEEDING AT THEIR OWN RISK. Permit No: 02000-310 Status: IS UED issued: 10/20/2000 Expires: 04/ 18/ 200 1 Occupancy: DWELLING UBC: 1997 Fire Protection: N/A .0 East: .0 West: .0 60 Jfivq y Date: /b --Zo -a) Date: /0 to.. (JO This permit shall become null and void it the work is not commenced within 160 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. o o ! u)0 w= J I- w 2 g:3 IL al d D p O N i C3 I- u j • Z N i i- �' 0 z Address: 14641 46 AV S Suite:` Tenant: TYpe, DEVPERM Parcel # 004000-0756 CiTY OF TUKWILA Permit No: 02000 -310 Status: ISSUED Applied: 09/12/2000 Issued: 10/20/2000 A•AA•AA;A; AAA• A• k• k* A •k•kAA**k•kAA•&•AA•AAAk•AA**AA* AAA * *k'kA•A*AA•AA A• A•AA•'AA•A•AA•AAAAA•AA*A'AA Permi t Conditions I. No changes will be made to the plans unless approved by the .,Engineer and the Tukwila Building Division. Engineered truss drawings and calculations ::: shall be on and available to the b u i l d i n g , i nsp,ector for inspection purposes. Documents shall., bear the seal and signature Washington State'Rrofessionel ;Engineer. All construction to be done in conformance with approved plans and.,req uirements' of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical > Code (1997 Edition), and Washington State Energy Code (1997 Edition) Al 1 permits, inspection records, and approved plans sha1 avai lable at the ,job site prior to the start of ". any con -` str uc,t'i on ;. Thes ;documents `, :are tc be maintained.: and avai u able ntil, final inspection approval is granted. CONTRACTOR SHALL NOTIFY PUBLIC WORKS UTILTIY INSPECTOR "M ,GREG VILLANUEVA @ (20.6)433= 01.79 OF COMMENCEMENT AND COMPLETION OF 'AT LEAST 24 HOURS 11 ADVANCE. Work!' affecting traffit. flows shali coordinated, with the C`ity's Utilities I r1, nspecto.�. ..Trat.fic control :plats shfal j b. submitted ;� -ta ' the Inspector for prior approval s Temporary,' erosion control measures steal l .be''fimplemented as: the. fAir st o rder of business to prev <ent'sedimentation' off -. site ,':or in.toex,isting storm drainage•',faci , lities ... 8. .The ` site 'sha'l 1 have . pe.rmanent erosion ;contro,l measures ,) place :gas soon as'p.ossible after final grading'_ has been completed;and; to the Final Inspection. Signature: Print Name: vpUle cP^-aq /1, I hereby certify that 'A I have read these conditions and will comply with ,,'them as o it l ned All pro "visions. of law and ordinances governi nG this work. will be `co'mplied with, whether specified herein Or not The granting of this permit does not presume to give authority to violate or cancel the of any other work.or'local laws regulating construction or ?• the _ performance .of `,wort Date: /6 Project Name/Tenant: s S IN pi ges ; deb ee, Is this site served by: El Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) . Value of Construction: / 70 , b oo Site Address: � e L/� qua 6S Ci t- , State /Zip: 7a K�icv� W Tax Parcel Num er: �? - 0 �5�y Property Owner: qu rC S t ._ 3 Sj g g Phone: a o L_ 24k. _15 0 0 Street Address: Mt, x)( c t u e _ g - T � , atZip /G�c, City w - y e / 8�6k� Fax #: R y 33 _ f . g p Contractor: )1Q-1 . Phone: Street Address: N I p City State /Zip: Fax #: Architect: Phone: Street Address: City State /Zip: Fax #: Engineer: �y..p_A.Sdi'‘ peA" t., ) PZ=- Phone: `as 3 _ 1,31 ,_ 0 73 Street Address: 3 6' Fr b o '9` S sq.^ City State /Zi v y to NA,- y y o 7 2 Fax #: Contact Person: � t„.., so, O Phone: a t z 3 3 - /3 73 Street Address: City State /Zip: Fax #: Description of work to be done: ��3n Jai-, - : -: ty A� d t? . Type of work: P• New Single - Family Residence ❑ Addition - Single - Family Residence in Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure' ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ ��11 Deck(s) - Covered & Uncovered : ❑ Residential Reroof Is this site served by: El Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) . Existing Square Footage for Structure: sq. ft. Dwelling.- sq. ft. Covered Deck(s) sq. ft. Garage /Carport 4— sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: l�Zp� sq. ft. Dwelling 10 sq. ft. Covered Deck(s) *23 sq. ft. Garage /Carport ' sq. ft. Accessory Structure(s) 06019 Wgq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) *For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TUVMNILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 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. ❑ Channelization /Striping ® Curb cut /Access /Sidewalk IV Fire Loop /Hydrant (main to vault) #: ❑ Flood Control Zone ❑ Hauling 136 Land Altering: 0 Cut S d cubic yds. ❑ Moving an Oversized Load: ❑ Sanitary Side Sewer #: ® Storm Drainage ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous 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. 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. Date application accepted: £ - /2-oO Date application expires: 3 -0/ Application taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERM1T.DOC 2/13/97 APPLICANT REQUEST: FOR PUBLIC SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) Start Time: End Time: ❑ Sewer Main Extension 0 Private 0 Public ❑ Street Use ❑ Water Main Extension 0 Private 0 Public Size(s): Size(s): Est. quantity: gal Schedule: R STAFF USE ONLY Project Number: Permit Number: 77-000 _3/0 Size(s): go Fill gb cubic yds. BUILDING OWNER OR AUTHORIZED AGENT: Signature: S Date: RA/67) •• Print name: � v R,p / P Slr✓c .4/ Phone: Zci Li - 0 D 0 I Fax #: car ,/_ g7 8I Address: /96 xK %6 li ave. .c:p . City /State /Zip: 74 7z_ A 4.14-- qiP/ $75 ALL SINGLE- FAMILY RESIDEN PERMIT APPLICATIONS MUST B. BMITTED WITH THE FOLLOWING: DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ® Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ CO Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ® Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) 7 ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working, drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify 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). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. • 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ Foundation plan and details ❑ Floor plan ❑' ® Roof plan ❑ Building elevations (all views) ❑ 1 Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ 71 Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). • ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. Copy of Washington State Department of Labor and Industries Valid Contractor's License. If . not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". • 0 Building Owner/Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF ERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 !M1 WYAkY WelleCr rz?.w Aw± wA. 71 4w0,., ,. Va.�t!rr.•,w , .. , ..o.+rtr �s :w z w rr6 00 C o CO L1J Ill = � w 2 = • d I— III Z = zF- LU uj • co 0 l— w W I- 9- O w z = 0 ~ z I,i **•r.. c* 4A* kt'• hh• k: 4* k• A*A1.k *:S*S4e,lh ***:k *:t.A•F**•,t*A tA4 . :t *k•.lk•Akkh,tA•k;S*••akkAk•k CL'1 `r' • OF . TU1<W]•L A. "WA TRANSMIT 41 . *+ k: 4* kA A* Nk*• k'• k*. A* h• S. S* kAk: 4 k: tt** h4•4.: S: S• k: A• k: t4•: A **:k *•k*•1 *;.•,t* *i.:4•4.kkAk. TRANSMIT number: R9800379 Amount:' 2.671.15 10/20,00 13 :44 Pa;aent Methodd: CHEER Notation: GURD:cr SINGH Ini t: 13LM Permit ; WIle 02000-910 'f vpr._ I) :vPEk,4 DFVEfL P1.1 I!T PEP MIT i. r :•e 1 '`N o: 004000-0/56 Site ' (ddress: 14641 46 :'f) 5 • Total Fees 4 This Payment ..671.15 Total ALL Pmts: 4,332.65 Balance: .00 • h+ Ai**. fi*: A' etka e 't *** *•k*•A * * * * **0 *•a *.y.A *4* l'r 4 ** **••k *b **A*AA 4 *,* * *AbAk** Account Code ` ' D e s c r i p t i o n Amount 0O0 /34Sr830 PLAN . CHECK -•. i'"i(m 'ES -1,661.50 000 BUILDING •- RES 2,556.15 000/345.830 PLAN CHECK RES I. G i..50 000/345.830 PL(U CHECK • - UTILITY 20.00 000/386.904 STATE BUI. )ING SURCHARGE 4.50' 00/342.400 IuSP FEE UTILITY 15..00 412%34.:400 IN P. FEE STORM ,i III! 15.;00 000/322.100 LAND ALTERING PERi!I f F1:1:. 37.00 000,'345.830 LANt): ALTERING PLAN CHECK : 23.:10 lotd 132 10/23 9719 TOTAL 2741.28 �:., a ,col c.,,.t,Sii�,._v, ✓, {L :4 AR 6Ya 0.4,∎41 Zh ertrAn'and AS. rA.5.12 t 4 444∎ 24, 14 4** AV.•+ tSi+ N»+. r rer...?�M.ms.. n•• »s, rm:_i .c »e +s :.' .1 ': kk• kk•} .4rot r4. rt.¢ f* k**4., krot*:ti kA* A 4: 1k* A: k: 4:1 fi AitA ]:T't . (1F TUf:WT.L.A-, WA: • 1`k`.;1hSMIT hA`•%.kA- *;1a:t4 ∎•• . 4k: 4hh: k A• A}A •:t•kt:1kkA:k.. * /rkk.1 .4k:trkh?A k 1 RAN. M1T r'fi c. 89000358 Amcttnt c 1,661.50 09/12/00 16: 34 Paymertt. 14i thot1; CHECK Ncte'cit}rie i7111tt):P S.•fNG13 !nit r 13LIH1 Per;mi 44o: I ?2000-310 Type • IEVPEUi1 DEVEIAPI41:.Id1 PERMIT f f'cc r e l No: 004000..0; rye aite Address: 14641 4 %) Ali 5 Total 1 x.22'. Th i•fi:; Payment: • 1,661.50 Total ALL P tic 1.,661..: 0 i3:z l ante 2 k• &, 4r4,** d, AiAA*' i*: k: 14*• k7'!• frA: *•A :•i'11•014** vi47r:1f:A4k*kA * •:4411**4 * ACf OUnt Cade 1 p 1 3 ;i airy Amount 000/3'45.'830 PI..fiH CHECK - NOIIRES 1,661.50' e 7904 09/13 9710 TOTAL 1661.A r -; ; ��i { Fj2'Sf kW'iiY'.5 p';�.tih'+T !`,"C�'P l �`dht:MSri i('. s?rf�lrr¢� i' j�1rt11ri r;i�fk iti�f l•r;'T VY 7'i'�S••r it�.t�C.7Y , .tiuf:.t •.r.?:J.:'x�..tNa.Utr.4.,m ntsv,•i';rteibe: '.44(d3:ti rte, :i rU s� aa�'4sr i10za 147;.4 *rkd•,, Fwn.s- ',.Pr.�sw, a•*,.��..+Irm)t., • Proj • ct., Type o . • ction: 1 Add es : p( I ►P, Date c a - '""'_- 1 0 / � ' ,... S e�ial'insEru P t {ons Date wante ( lin. � / ( • m Requester: Ph e: ; Ao co a U4- 1 0o INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. 02(4-3/ 4, PERMIT NO. (206)431 -3670 I I Corrections required prior to approval. COMMENTS: El $47.00 REINSPECTIO FEE REE'UIRE Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: . M?.4.``.. 41' iLRt144.Y`,•:\'/ .: ^i.G <rtvsUi:halfl, xtEs +uaui.x4,» _a,4�iaSYb. "1 f UM," '0:4:44'i.4 �: " da to` ,. r . ka.i�shAf ',N»i«l:h it.14. 41 J0 U O U) W = CO 11. W O }}, g w d H= Z �' Z 0r D U 0 `. O� 0 1— Iii riud WO Z 0 Z PP ect * -1 9 ( P e S Ida �� ' T pe of Inspection: � Ir e c �1 D h F na Address: ) f I �'LAs Da c I;e 0 Special instructions: Date te': a.m. Requester: '.11'1 Phone: a 7 Z(/) — a I G Oc • ii 4 INSPECTION RECORD Retain a copy with permit ,. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA` 9 8188 COMMENTS: ll. /r n Approved per applicable codes. Corrections required prior to approval. ❑ $47.00 EINSPECTION E REQUIRED. Prior to inspection, fee must betpaid at 6300 Southcenter Blv.., Suite 100. Call to schedule reinspection. Receipt No: Date: :+.3'::u?i:`e.<x.� -.wl. tay1Q'.{vCCS+dS� �'+ �`"' c..' �" r�. s§.' t�i� }h:..su•.'tw'.�ihtw!a.�Yt'. w31'v't. (206)431 -3670 • a , tawro,:a:u6.0 ^..+ta:.¢:a.'lRh2'ifEa��.i�t w U U O 0 W W -J p co I W 0 } ; D ' D. 0 : Z I- W U 0 1- W W V . — Z . U _CO O z •• INSPECTION. NO. - CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Pr ct: A> ) cienc Q A4- r ss: C r t f LAVe.S. Special instructions: Approved per applicable codes. VI Corrections required prior to approval. 4.4 G� COMMENTS: / Inspector: INSPECTION RECORD' Retain a copy with permit tom_ /.� 97174 Type of Inspection: Date called: 5 ..Ilv/ Date wan Requ tee er: ,, o 17l 2 S ao ",(7 -r• _ C, r_ r 14Af JI / l,h ats, '►/Fig 1 C-1/.4 S � PERMIT NO. (206)431 -3670 v Date 5 r $4 .00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: 8,:421i146%5,4 ti ,1*.. :3E: ^, CGS '1� : z Q • ?E. ti CC w U 0 CO W .: w co IL. Ili 0 g 'mow I Z F .' I o U , w W' C.) o . w z 0 z Project: /I Type of Inspection: , r ////e1a,u P Address: .// 9 1 I f to ' - a,6c.50 . Date ailed: 558/a/ Special instructions: Date anted: w/ a.m. Re u ter: Cl/I'd p Phone: 2 Wq_ 9OO INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION Approved per applicable codes. COMMENTS: Inspector: INSPECTION RECORD 1ij Retain a copy with permit PERMIT NO.. (206)431 -367 Corrections required prior to approval. Date: . 1^9 , 0' 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: aid : tWtitIv a ses, E}i. } totf.C/.CW'B ,i Nii.:ku Y.fdrYY stmoot . z � w 6 UO U) 0 J F w 0 J u Q •. tu Z F z 0 I— i 2 U 0 N 0 W uj rJ Z U N 0 z Ppoject: in if, 1 V X TZ lirc t a pi Af a 1 ir, Ar24e6. 4 1 4 611,,, five Date called: .36 / 0 1 Special instructions: - , , )34- 4144/1 1/ri --t1/1t- 4i''1 (1- P " Date wanted: ti p Requester s tyli pi 1 i 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicalale codes. 0 Corrections required prior to approval. N 20 COMMENTS: • 2. or OM 1 s ' ct I %Act N. 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: uh.o.‘,511 .001' 00, w0 ww, ELJI ,0, g < (0 3 w z z LLI C.) w 0 —t 11 4 I— F . r " . — 0 e . ; Z U) C.) — I= 0 z Project: s t d, Type of Inspection: Skin y- � 1 Addre s: Date called: Special instructions: Date wanted: � a.m Requester: CLArA t p Ph o ne: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. z ,:r r:�* s''t :`.t.:?.,C�i.�.iY.Y 1:�2F�.i.�•d�4.f'L �L+fAY�ww � lx� INSPECTION RECORD Retain a copy with permit (206)431 -3670 Corrections required prior to approval. COMMENTS: S}ra l l — C Vv1F) Pal P Date: 5 01 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: re LIE U; U O, co o . W W J W O }} I u. Q HW � U 0 0 I-. LU W` V u0 ? 77° -N Z Project: . " �' ik. /0 1 i1� � 7 i Mh ( Type of Inspection: 'I1/11,v w .. Address:. 1 4i AV 5 Date called: ';' - Special instructions: Date wanted: '3- 2 -01 a.m. - Requester: Phone: rww(,- Zy-`t' ` (10° INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 n Approved per applicable codes. •Corrections required prior to approval. COMMENTS: 2 � cti sh . r h INSPECTION RECORD Retain a copy with permit y Sntl• �,,�1• vren covv<,P R \ -ea o m over °f p rovPCa PERMIT NO. (206)431 -3670 CG'' `e0v'- 6" j G in 1,3" -Pi' I riG I t hS Vle 6.(21/,‘,4 bc-ftt\-1-vtac C 111� - PGt r MCI" Ioc)f* *0 cei \i v J $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: f..... YA ':)k2w.45:.tik.:;,,...1.4ik..A ari:r%Yay« ! l'4`i; :iY a.'rXSr t': .3"Ei+s..� ' st)i40,0k0 4. n riuZftZ. .36 tt(d, k" t+x,,'hA r.v':nalU. '7X .safi'ihftii+: nY F.S $iS:n1o8f.nJ:W ,��wakx.w,tskly;Y:tti Project: C i A �� Type of Insp ction: , �r awt ( w Address: I L I did I� 6 A 5 Date called: 4. - .4 Y 0 _. Special instructions: Date wanted: "� a.m. J` 1 V' p.m. Requester: Phone: Inspecto INSPECTION NO. Approved per applicable codes. COMMENTS: I fatit,l i rf (h V�J5 peiro V fo{ E' 1l h4L)16t. ypr 3 • • r : ,,ti �.rru, "c"i r: i5 •b- r ,c: g.. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid. at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: y 5 4 i4l/urz Ae .w:a.ah'tia. �l'l:+;t`eW�! �s`n+Ftil,h %#BTiite4'` ✓i re w D . U • Ww W H w. 0 ' - 0 I--, IU L I o z O z Project: Type of Inspec n: Address: Date called: / / / Special instructions: Date wanted: �!�_ )4-Oi a Requester: Phone: , L 1 q, Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENDS: I4P1415 - 1r E der w C'> PERMIT NO. (206)431 -3670 Corrections required prior to approval. Ins ect P r 0 Date: 27.72.(0-0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • . ; ) .451140 1:4101 ldr` .''ttdkMS�'4 �.5!'m '' :n1lA�r7 +}x1tR x'r.t;MYla,i..W > tns KS`.1i &TY� iti= Project: r N Type of Inspection: /y1)i Address: / 7/ � t , f j/ a called: - -16— Special instructions: Date wanted: ' a.m. 7- 2-1 P.m. Requester: Phone 4 t-t / t~ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. • (206)431 -3670 Corrections required prior to approval. COMMENTS: -4 '' 7 ceW 0 $47.013 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: g.41 ua C� :4414 ,�z 44.4,,. •:✓: T.sr rti+'ei't:sk'No:w; #JsS4,tawJ . v: Lr'_< wS�h` N+. k. Scs; ii= Pn++ xi+`- dAxai3edlw� :s.: 2 0 O: to 0 , V) W N W u. Q' co Z s 1- 0 Z H' U i 0— O H 2 V` . . Z ` 0 Zf_ z COMMENTS: Type o nssp ^) , f r ear �/� `` ,, ,, I Yt C z4rir t n v S kPri r Wig � 1/1n I I Date called: , le h o i Special instructions: q c-k ev- l' " 00 A Date wanted: , ` n ` A EP `, D " : r OS? C.,-\ vo 40 r Phone: 41)1 1 —i 00 1 1ST 4 Spcov.cl X Inn- 4 'e C9 CC. r� Vr. ja, i 4 v 46 , c) , "A le . X \ 1 b y V arA\ \ e(4- ) r - 1 S `" . #rn r S u r Wa d 1 ( -e v,6 r ) t:s A \� ' 9. 1 h41 0 T `\ 1 4 ` 1 W R 11 ei oc.A.. o 10 .ekvev. Or Sivettt 0 V- -- NI') to IrA f e k - r t v9 r Project: S , L Type o nssp ^) , f r ear �/� Address: OA 1 H ( .4ue J Date called: , le h o i Special instructions: q c-k ev- l' " 00 A Date wanted: , ` n ` A EP `, Requester: , v• s lh l k Phone: 41)1 1 —i 00 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Ripproved per applicable codes. Inspector: Date: `` $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit tr,+� •w.ti "o'Pi..�i �� /. "MYiti PERMIT NO. (206)431 -3 Corrections required prior to approval. 'e t late*. ' f ut}.'7Y `rFrr. TStt�s,VstiSr Project 31 rgh 6 V (top Type of Inspector : Address: JJ 4-to4 1 Lo (Uic 5o . Date called: a f tea- /U Special instructions: Date antes: t. i d - 24 0 ( a.m. p.m. ] Requester: GIYGwp �--i Phone: st; - a ( 4 ( -1-1100 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -367 Corrections required prior to approval. COMMENTS: t 3 134, .4 /% 19, h4,-1e i (2 / ) q � Z fr , lei 014- A-pia&fiv tin , r' ` "7 ere pt..., Jkl 5\ /lYi v A4,4-4 ' 54/..a. " 4 W_/.�A 14.4 // vr�l� � c , sC �tiin -r 40, , e4_ A tA..*, ,'(. r ut . ` . 0 Approved per applicable codes. Date: 0 $40 REINSPECTION F E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: j ■."a.+3!VAIRua�un' +,n ,amt "A.tk: at.4r/aa/1 Et 2 6 UO CO 0 V) N W O gQ Z ' Z z 1- U � W w U. Z, 0 Y H =` Project: Ty.e of Inspection ✓ Address: J , /VII S Date called' // //rya/ Special instructions: Date ant d: / % a.m. p.m. Requester: YGIIp P (?L INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -36 E Approved per applicable codes. Corrections required prior to approval. COMMENTS: L0 r " Ql WcI t11 Dc \L. DST" l'\O■izon-t-a. c4 , Sk.fot r 0 ..� ve nc � 4 O }10 r i 2.0114,4 19 4 ) 70 1 r -es 0v, GI I'I si 1 05 - AuuSe s P Inspector: 'Date: r $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to•schedule reinspection. Receipt No: Date: x,� i&P •Mdess .c i�• .m .iiit �x � AS „�,. T !. r {c�,i 1... , ry f rt .�A�. O3i'SYi�ti&'6�i�Lair. —_-- ... :...- :. x"w..'fftyAw4Yi�A�:A' S��:M•� •..H�+a,,�s uLLY7$:Y� QQ JU UO co CI N= u W O ` LL co 3 - w . z Z 0 LIJ p U N i, w w H — I— O wz A I•— z Project: 5 • h y % ,, Type of Inspection: 5 p Address: 1�6 I/6A Ave S D called: calle: - $ 01 Special instructions: Date wanted: t 1 -o) a.m. p.m. Requester: MY. Sin Phone: 2%_241./- i 90 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431- 3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: / -j - IV ,. 5,6 £ t 0 cti:u,,a„ S s Sou. ) Z) Inspector:- C J Date: I / I t o 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: *1170:44 'VOW. r",_ .. -~' i'�°".v� %(fA 4- LTh'VS?W. '.`•w ;i0. ,x Project ::. f 4 ,ie`,` Type of ( ct�on• 4 v 14 ) c Address: / 412 5. Date called: . 2 -(( - )U Special instructions: � � I ;- J k 1 l.UI `'l Date wanted: 17—^1Z.•60 p.m._ Requester: eitucti Phone: `ZA(O I il INSPECTION NO. Approved per applicable codes. • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter "Blvd, #100, Tukwila, WA 98 COMMENTS: PERMIT NO. (206)431 367 Corrections required prior to approval. b $47.0000 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ' •r "r f'grt • sid i ,. n:V'Ya a ra . Project: Type of In ection• rrAk Address. / 70 a, Date cal et: ...• Special instructions: Date .apted: _A.M.*. Requester: C... Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Approved per applicable codes. INSPECTION RECORD Retain a.copy with permit COMMENTS: Corrections required prior toprovaf.' El $4 ... REINSPECTION'FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431 -3670 I, . e �+- a!i'.� ;ifn,"r%5e`ii:d�M •`$1. ?' .".Gwv:�i.*Js""taa. `tt 'OA ss•:Si � N 0i W= J i. W 0; LL Qi N D . _ 1- tL ZF- 1— 0 Z I- U 0 0 F_-r tu 0 Z ' O Project: 1 ie of Inspe Ioni Address:,., 1LI ( �-lt� Ohl P a / ate cal ed , J r I- -� Special instructions:.. �t r % 1 I V\ nt1 in VY)6rr� i n 1 ' r 4 ` 1 )6S5I1C,e � Date ted ( a.m.) � m. Requester: r ' 1n Ph 5e0:10 - � y((- 'ctn.() INSPECTION RECORD Retain a copy with permit INSPECTION 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 0 Approved per applicable codes. 14Corrections required prior to approval. COMMENTS: r 0 $47.00 REINSPECTIO E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: � f+" {��n *fie' r.Z ''"� :+ { Ica "YSi:i'4rdh, iii; csTSii6li tt..E'Sa�mltim(:�.i..:. whir. Y�� .1}/im (206)431 -3670 r 14,44; s� 1Ai'et ri .lret,'cat y ,.4iP,iatiu 0 0 : to 0 vow; W =: ( uj 2 g Q ' I--W Z I O • 0 0 � CI 0 tii Z I= _' 0H z Project Type of Inspection: A d r s 4�, ,, IG s D ate called: ,, Special instructions: Date wanted: , '/ a.m. p.m. Requester Phone. r` INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: o tiNljj « If s -@ SaLlt4 S Tit Inspector: Date: INOZ] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431 -3670 Corrections required prior to approval. ' �Ji{ i�Y►' l�» ��i�c�if�Al. �° i31.• dt'. F. �: in10.i .:��r %•.ira.'�2`K.w.'ri"K`w Yt z Ct C) 0" .u) • w J CO -J LL =. = d w t- O z w w ; 2 U � O l- w W' r ~O; uJ U cn O z Project: s Y1 5 R e51 O I ehCQ, Type of Inspection: ci ra+naote - aowwspou ' Address: H641 yh+k Ave s Date called: 11-2 -00 Special instructions: Date wanted: I1 -3 -00 p.m. Requester: Mr. Si n 11 Phone: 2 ty - 1900 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300'Southcenter Blvd, #100, Tukwila, WA 98188 Corrections required prior to approval., COMMENTS: 7 A m .2) srkA, .�, trim. -4.1.4 E N, 5 G c. -1, 7a Inspector: 6 V Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: i�. NG�. ��+ tU�d. 4'' 9.�".Y�nw�«k.+.'f�'ii'�i.�9.a.. �...- r _ _ x�•'. S.'." S�t�L. i' N...,.... �.... �". MYAE�. it�l_.• a`�R "_...c•.u1;:itiii.�`.+:..�:a s +4 .. • - -•� ': lhl k aotu vl�' $ • a6o Sl uJ „ sic 2 0 co 0 N w '; w 0 g Q to d Z p O ' Z F— w Wi O N WW U w Z U= 0 • Z Pro ec • I �`' � •! C Type of nspec Ion: r Addr s: " ' Date called: /� /�, 1o o0 Special instructions: Date wanted: /0-3i .r OD P.m. Requester: Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: o0AI' s 0 ppY6 d � + 7u v� � G{`� I G C r v�G o,Wan Aai t Qv\: Wet U 5 a pp rn v -PC) Inspector( pproved per applicable codes. 3,�'::;.YS'.n Sa:I.. C.: �lir .Mr.;�itsc+.n`w. A.h`, p;4i �. hJ, rr{ r' �d a•_Y!�'i�J�.AUL.��il%M1M4i'��2ei PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date: 10 3 06 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: cc 2 QQ V • .0 O CO to 1W W J I_ CD W; W } O } ' g J` u. Q: I- W Z 0, o D l—. w w" L z H =, z ;Project:. lam. Ty , a of Ins section: /--' ...Iv Of Ii Ag. id Address: ,Date calle.• I Special in tructions: C ' / ;e2O Date t wanted: a.m. ��/�_ t CV - p.m. Re ues er: 'Ph n e• , 9 /ya INSPECTION NO. �IT.Y OF TUKWILA BUILDING DIVISION ii300 Southcenter- -Blvd; #100; Tpkwila; WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit O rections required prior to approval. %/I } t7.-47 l /A COMMENTS: h�P l.//t l.' G? Q/i1 .(Gj 4 H j `'� !l/ '� - 2'. /›..4 f. e) /)., iRos $4 REINSPECTIOP4 FEE REQIIRED.; Prior to inspection, fee must be paid at 6300 Southcenter Blvd:, Suite 100' Call to schedule reinspection. Receipt No: Date: "'ItiVeu ` 'ta.:Lais .,'?i'u1 gITYZ►. sesgt}`_ •i ix' Teac??{ t4xu&:.a f.rwAtk ialtsata vtkrraf id' z U O : N O w w, W w ua �_ :. Z 1— O Z 1— U Ca' � 0 1— W U O i 111 Z . O z P ect: ' wn I ��a ' a of Inspection: - mot (a S"n - l occur ddress: l ,' ^ ,/�, /�+ tL 1P `I1j f ► t, ate call d: _ to- f ) �. Special instructions: C,1 1 �'1C�u. (_ Y • atewa ed: D ��- �? "( 1 V , /am• p.m. quester: (- 3<i.'IZ 1 P one; t ,, I ^ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 1 1' COMMENTS: } err p Jt / 4 Att PERMIT NO. (206)431 -367 Corrections required prior to approval. $47.00 REINSPECTIONfEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .si;...v •_ c�:t.�3a:r�r. r.L+S:Gk :z'sr3w�ne�.3:�:wssl a te.m. Project 5 Type of Inspection: �/' ' (� (J W -fu•. Address: It-l‘04 � G•�e 5- Date called: � Z7, fo 1 Special instructions: Date wanted: a.m. t . p.m. Reques : Phone: I I Inspectoh E911 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 5 f (yin ii°( -pu.„-u g w -k,eD 6 I Date: (206)431 -3670 511-`1,/e)( 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid ' at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: bid ar%;: tt4. isa.. su: aartrau^. t;:. i+:.".:_.,.�.t:33.w.lrl..a''. "• id�aiss3 ...,' re al ' Us U O' . w S J F-. w W o g I = Z F; I-0' Z I LLI U O ' tn; CI u = W z U N 0 Z Project: oai r Type of Inspection: ((A Address: / 76V/ 76 " S Date called: / I / O ruc Special instructions: Kfcle tO ; ,.,r e(, ■ Z10 2 -/0 nu-ice ( e { urc 4 r 1 w% A e3• 1 Date wanted: m. Requester: � ^ fil r, Phone: Approved per applicable codes. J INSPECTION RECORD Retain.a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. 57? "A ripa4_0 - Let , , r_ d pIt/. (11( rgoGre • Inspector: 4( Date: 5.— Z IO $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: , .7,v4 iu .1.111 .`. �'r iY l:n_. 1t. i:o :'::ti.:� ifa5 ti' �" �Y: r �' a f ,�t•'�. ! 6.s,, z_ aur..r,My.a 14 J ssse s4 sz n... a�`t4 airi %s `, 6rs �ilr:;dl a'Catf i, a3: ohS4:: i�yxiw7. �liFaaL.• kt�y, akCl ;su;t41+,4:,�at:+.l'�i;4'�'Fc Z eic U O to o: u) W W = J CO W O g Q N d I— 11 4 O Z u j D co' O iO I— `:. j V ; . W Z . U Z • 2 TO 39Vd • • • B & B TRUSS Manufacturing Quality Engineered Trusses 13236 — 76 Ave., 1 Surrey, BC, V3W 2W1 Phone: (604) 596 -5125 • ssnI1 • • RE DE 04 2000 DEV� OPMENT Fax: (604) 596 -6906 • • Fax: 1.2c6r 43J— 1665' r... Vi For Review ' ❑ Please Comment t7 Please Reply 0 Please Recyd EIVED • 9069969b09t t,E :LT 0003/T0/ZT z D . Us U rn (/) W J �' tu 0 }r g J , a H W Z a- o Z Hi W W 0, — 0 Z ', U N .O Z w 0 yr m N YjA LIA:314 2 13236 76 Ave Surrey, BC V3W 2W1 B&B TRUSS OFF: 596 -5125 FM: 596 -6906 ' x!f 7 1 ME*ER O • r • _L.L.1 : T :- - xar110- 62 -1-4 GURDEEP SIDHU (206) 244 -1900 Site:Lot#2 1444 -@ 46th Ave soofri Tu k W i Lam- SEATTLE, WASHINGTON 6/12 Pitch, TILE ROOF ( -)Opt. OHJ 1/4" H.Cutt., 22.5" OH 4.ao� -o•Q • _ ._L_ # _ s ..._s • Roof Loading: TC Live: 30.00 psf TC Dead: 13,00 psf BC Live: 0.00 psi BC Dead: 1.00 psf TC Stress Inc: 15.00 BC Stress Inc: 15,00 EINES MA, ancbe 0 8 3/32 " =1'0" Account: SIDHU Job Name: sm645 Designer. Checker: Date: 11 -09 -00 12/01/2000 17:34 16045966 ° " B &B TRUSS , QVAN ' TYPE SPAN P1 -H1 uVERHANGS JOH 1 HIPF 180400 6 2208 2208 SIDHV 01024 14641 46 AVE TtJ4ILA 4.06.06 T TC BC 22 -08 UniStar •••• Version 40.0.212 RUN DATE: 11.3. -00 CSI SIZE LUMBER FR TOP 0.95 2X 6 SPF -$2 1140 . BTM 0.87 2X 6 SPE -82 1140 WBS 0.07 2X 4 59F -112 1310 EXCEPTIONS: B -C 2X 5 SPF -82 1230 LUMBER STRESS INCREASE: 15.0% LATERAL BRACING: TOP CHORD - CONTINUOUS BCM CHORD • 120 IN, OC ONE BRACE - A -F E -D TRUSS SPACING - 24.0 IN. LOADING LIVE TOP CHD 60.0 $TM CHD 0.0 TOTAL 60.0 EXCEPTIONS' B -C 90.0 F -E. 60.0 B C C O O SL 8 -11 -05 HO 6 -06 6x6,75= A 559 (LIVE) 242 (DEAD) 559 (LIVE) 242 (DEAD) DEAD (PLF) 26.0 35.0 61.0 121.0 39.0 61.0 CONCENTRATED LOADS (LDS) SUPPORT CRITERIA JT REACT WIDTH JT REACT LBS IN -EX LBS A 2062 3- 8 D 2062 WIDTH IN -SX 3- 8 LEFT RIGHT HEEL OIN - 35X BIN - 3SX MEMBER FORCES (OHS) TOP CHORDS - 3451 C D -C . 3069 C ▪ 3451 C BOTTOM CHORDS A - 3069 T F -E • 3069 T E - = 3069 T WEBS F - B - 282 T F - C = 0 T B.0 - 202 T A - B C -D DLi.LL DEFL - 0.33" IN C -D LL DEFL - 0.08" a BRG - SPAN /360 SPAN /DEFL (DL +LL) - 662 12 6 8 -00 -00 PLATING CONFORMS TO UBC 1997 AND TPI -95. 8ES 1080 EVALUATION SERVICES, INC., RESEARCH REPORT NO.4805. GRIP VALUES BASED ON GROSS AREA METHOD FOR SPRUCE -PINE -FIR. PLATES ARE MANUFACTURED BY JAGER INDUSTRIES INC. PLATES - 20 GAUGE SK - GRIPPING 282 -195 PSI PER PAIR INCLUDES -8.0% INCREASE TENSION 1026- 712 PLI PER PAIR SHEAR 909- 463 PLI PER PAIR JT TYPE A 2001 B 5101R C 5150 D 2001 E 1001 F 1050 3.5x4.5 II 3x9= B C "5 3x3.75= 1X4.5 I1 2 -04 -00 18 -04 -00 18 -04 -00 PLATE SIZE 6.00 X 6.75 3.50 X 4.50 3.00 X 9.00 6.00 X 6.75 1.00 X 4.50 3.00 X 3.75 X 8.7 3.0 3.1 8.7 CTR CTR S.5 1.5 CTR 5.5 CTR CTR R = PLATE IS ROTATED BY 90 DEG 8-00-00 C PAGE 03 SL 8 -11 -05 HO 6 -06 6X6 .75= D 22 -08 MARK HG1 NOTES: 1. TRUSSES MANUFACTURED BY - B&B TRUSS PARTNERSHIP 2. ANALYSIS CONFORMS TO TPI (ANSI /TPI 1- 1995). 3. PREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS. 4. PROVIDE DRAINAGE TO PREVENT WATER PONDING. 5. GIRDER CONDITION: STEP DOWN HIP GIRDER WITH HIP - RAFTERS. COMMON JACKS WITH WEB. GIRDER SETBACK 8.00 ft. t l I U '0 N; W W (J. ~ t W Z , C.) 0 z f. 'QUAN TYPE 1 HIPF 3 PAN 0400 P1 -H1 6 OVERHANGS 2208 0 JOB SIDHU 01024 14641 46 AVE TUKWILA MARK Hat 4 -07 -10 12/01/2000 3' :34 16045966E ^ '1 SL 9 02 -•2 12 t 6r HO 6 -06 • TC ' 2208 BC I 1 CONCENTRATED C 570 C 250 4x A LOADING LIVE TOP CHD 60.0 BTM CHD 0,0 TOTAL 60.0 EXCEPTIONS: 6.13 0.0 2 60.0 R -C 90.0 LEFT HEEL 01N - 3SX T 8.02 -08 Vni.Ster -.Version 40.0.212 RUN DATE. 11.17 -00 CSI. SIZE LUMBER FS TOP 0.84 2X 6 DFLN -SS 1755 BTM 0.92 2X 8 DFLN -S5 1620 WBS 0.53 2X 4 SPF -42 1310 LUMBER STRESS INCREASE. 15.0% LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - 120 IN. OC ONE APACE 4 E - 8 - TRUSS SPACING - 12.0 IN. DEAD (PSF) 26.0 14.0 40.0 100.0 36.0 61.0 39.0 LOADS (LES) (LI17E ) (DEAD) SUPPORT CRITERIA JT REACT WIDTH JT REACT LES IN -SX LDS A 2231 3- 8 D 3021 WIDTH IN -SX 3- 8 RIGHT OIN - 3SX MEMBER FORCES (LES) TOP CHORDS A -B - 4072 C 8 -H a 5528 C H -C - 5528 C C -D = 5637 C BOTTOM CHORDS A•' - .642 T F -G = 3642 T G E a 5042 T E -D - 5042 T WEBS F -U a 110 T S -G - 2153 T G -H a 802 C G-C - 556 T E C a 599 T UL +t.J, 08L'L - 0.37" IN H -C LL DEFL - 0.19" c BRG- SPAN /360 SPAN /DEFL (DL +LL) a 999 4X10.:= B E 1X4.5 •_. 1 2 6X12= D BYL G E B1L was= 1X6 11 PLATING CONFORMS TO UBC 1997 AND TPI•95. SEE ICEO EVALUATION SERVICES,INC.,RESBARCH REPORT NO.4805. GRIP VALUES BASED ON GROSS AREA METHOD FOR SPRUCE- PINE -FIR. PLATES ARE MANUFACTURED BY JAGER INDUSTRIES INC. PLATES - 20 GAUGE SK -20 GRIPPING 282 -195 PSI PER PAIR INCLUDES -8.0% INCREASE TENSION 1026- 712 PLI PER PAIR SHEAR 909- 463 PLI PER PAIR JT A S C D E F G TYPE 2001 5150 5150 2001 1001 1001 1170 1001 B &B TRUSS 1k4.6II H T1 14 -11 -00 31 -04 -00 31 -04 -00 PLATE SIZE X 4.00 X12.00 13.0 4.00 X10.50 3.1 4.00 X 9.00 3.3 6.00 X12.00 13.8 1.00 X 6.00 3.4 1.00 X 4.50 CTR 8.00 X10.50 CTR 1.00 X 4.50 CTR Y 5.3 1.9 CTR 6.9 CTR CTR 5.0 CTR 4x9= NOTES: 1. TRUSSES MANUFACTURED BY - 8 &B TRUSS 2. ANALYSIS CONFORMS TO TPI (ANSI /TPI 1- 1995). 3. PREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS. 4. PROVIDE DRAINAGE TO PREVENT WATER PONDING. 8 -02 -08 PAGE 04 SL 9 -02 -02 HO 6 -06 12/01/2000 17:34 16045966' -, .QUAN'TYPE SPAN P1 -H1 %)VERHANGS 1 HIPF 310400 6 2208 0 5.05.03 TC BC LATERAL BRACING: TOP CHORD • CONTINUOUS BTM CHORD - 120 IN. OC ONE BRACE - A -F E -D TRUSS SPACING - 24.0 IN. LOADING TOP CHD BTM CHD TOTAL SL 10• -11 -08 HO 6-06 LIVE 30.0 0.0 30.0 2208 9 -09 -10 1 UniSCar .- version 40.0,212 RUN DATE: 11 - 17 - 00 CSI SIZE LUMBER 1.15FB TOP 0.59 2X 5 SPF -02 1410 ETM 0.98 2X 4 SPF - !k2 1510 WBS 0.57 2X 3 SPF -82 1510 LUMBER STRESS INCREASE: 15.04 REPETITIVE MEMBER STRESS USED. DEAD (PSF) 13.0 7.0 20.0 50.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN -SX LBS IN -SX A 1566 3 8 D 1566 3- 8 LEFT RIGHT 1IN - 5SX 1IN - 5SX HEEL MEMBER. FORCES (LBS) TOP CHORDS A -H - 2834 C H -B = 2388 C B -I 2464 C I -C s 2464 C C -J 2388 C J -D - 2834 C BOTTOM CHORDS A••F• - 2524 T F -G - 2126 T 0 -E = 2126 T E -D = 2524 T WEBS H••F = 458 C F -B - 338 T 8.0 - 447 T 0 -I - 505 C G .C: = 447 T E -C - 338 T E -J = 458 C DL +1,11 DEFL = 0.32" IN B -I LL DEFL - 0.16" < BRG SPAN /360 SPAN /DEFT, (DLtLL) - 999 3x6.75= B B &B TRUSS B1L 0 G 3X3.75= 5X6= PAGE 05 JOB 1 SIDHU 01024 3.4641 46 AVE TUKWILA 1 1X4.5 II I 11 -08 -12 31-04-00 31 -04 -00 PLATING CONFORMS TO UBC 1997 AND TPI - 95. SEE ICBO EVALUATION SERVICES,INC.,RESEARCH REPORT NO.4805. GRIP VALUES BASED ON GROSS AREA METHOD FOR SPRUCE - PINE -FIR. PLATES ARE MANUFACTURED BY JAGER INDUSTRIES INC. PLATES - 20 GAUGE SK -20 GRIPPING 282 -195 PSI PER PAIR INCLUDES -8.04 INCREASE TENSION 1026- 712 PLI PER PAIR SHEAR 909- 463 PLI PER PAIR JT TYPE PLATE SIZE X Y A 2001 5.00 X 7.50 4.1 2.7 B 5150 3.00 X 6.75 2.5 CTR C 5150 3.00 X 6.75 2.5 CTR D 2001 5.00 X 7.50 4.1 2.7 E 1050 3.00 X 3.75 CTR CTR F 1030 3.00 X 3.75 CTR CTR G 1170 5.00 X 6.00 CTR 3.0 H 1001 1,00 X 4,50 CTR CTR I 1001 1.00 X 4.50 CTR CTR J 1001 1.00 X 4.50 CTR CTR 3x6.75= C HO 6- 06 -08 3x3.75= 9-09-10 NOTESi 1. TRUSSES MANUFACTURED BY - B&B TRUSS PARTNERSHIP 2. ANALYSIS CONFORMS TO TPI (ANSI2TPI 1- 1995). 3. PROVIDE DRAINAGE TO PREVENT WATER PONDING. Z , fie W Ida 2 U 0 0 N 0 u J J N W 0 u-Q d ' Z L1JUJ 2 U 0 Ui W, - Z . 1 : 1 . 1 N 0 z. 12/01/2000 17:34 4VAN'TYPE SPAN P1 -H1 •VERHANGS 1 MHHF 150400 6 2208 0 3-05.10 -L. 1'C BC SL 6-06-13 HO 6 -06 0 3. a 22 -08 4x6.76= A UvS.Star -- Version 40.0.212 RUN DATE= 11 -17-00 CSI SIZE LUMBER FB TOP 0.72 2X $ SPF -02 1230 BTM 0.59 2X 5 SPF -N2 1230 wBS 0.65 2X 4 SPF -N2 1310 LUMBER STRESS INCREASE: 15.04 LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD • MAX DIST FOR THE FOLLOWING MEMBERS IS 0 IN. A -E E -F MAX DIST FOR ALL OTHER MEMBERS IS 120 IN. TRUSS SPACING 24.0 IN. LOADING LIVE DEAD (PLF) TOP CHD 60.0 26.0 BTM CHD 0.0 27.6 TOTAL 60.0 53.6 113.6 EXCEPTIONS: B -C 118.1 51.2 8 -D 0.0 27.6 CONCENTRATED LOADS (LSS) B 295 (LIVE) B 127 (DEAD) SUPPORT CRITERIA JT REACT WIDTH JT REACT LBS IN -SX LBS A 1358 3- 8 D 1594 LEFT NEEL lIN • 5SX MEMBER FORCES (LBS) TOP CHORDS A -B = E276 C B -G = 1726 C O•C .. 1726 C BOTTOM CHORDS A -C - 2027 T E -F - 2027 T P D - 0 T WEBS E -5 = 149 T B -F • 361 C F -G ■ 801 C F••C . 2062 T D -C = 1529 C 16045966 6f WIDTH IN -SX 3- 6 RIGHT T 3.2 5 -10 -08 JOB SIDHU 01024 14641 46 AVE TUKWILA 3x9= B E 1x4. B &B TRUSS B1 15-04-00 15 -04.00 DL+LL DEFL . 0.20" IN A -B LL DEFL - 0.06" c ERG- SPAN /360 SPAN /DEFL (DL+.LL) - 961 PLATING CONFORMS TO UBC 1997 AND TPI -95. SEE ICBO EVALUATION SERVICES,INC.,RESEARCH REPORT NO.4805. GRIP VALUES BASED ON GROSS AREA METHOD FOR SPRUCE - PINE -FIR. PLATES ARE MANUFACTURED BY JAGER INDUSTRIES INC. PLATES - 20 GAUGE SK -20 GRIPPING 252 -195 PSI PER PAIR INCLUDES -8.04 INCREASE TENSION 1026- 712 P1.I PER PAIR SHEAR 909- 463 PLI PER PAIR JT TYPE PLATE SIZE X Y A 2001 4.00 X 6.75 6.3 3.3 B 5150 3.00 X 9.00 2.7 CTR C 4010 4.00 X 6.00 1.5 CTR D 4000 2.00 X 4.50 CTR CTR E 1001 1.00 X 4.50 CTR CTR F 1070 4.00 X 9.00 5.8 2.0 G 1001 1.00 X 4.50 CTR CTR 1x4.5 II G S0 F 4X9= 9 -05 -08 PAGE 06 MARK MHG1 HO 3 -05 -10 4x6= C D 2x4.5 1I NOTES: 1. TRUSSES MANUFACTURED BY - 2&B TRUSS `P ARTNERSHIP 2. ANALYSIS CONFORMS TO TPI (ANSI/TPI 1- 1995). 3. PROVIDE DRAINAGE TO PREVENT WATER PONDING. 4. GIRDER CONDITION= HALF HIP GIRDER WITH HIP - RAFTERS. OPEN FACE COMMON JACKS. GIRDER SETBACK 5.88 Z0. 7 • DENNEY ENGINEERING, INC. 38809 191s1 Ave. SE Auburn, Washing on 90092 Phone & Fax (2B) 939.1373 door r rhir�9 for i 1 'earpc.e Crncreze tb 3 « �r.�ood ,5A rhy 2'x �DF jo «ts @ /6 ; 0 1 "C3l.)8 ee /h �2 4a yens r1I 9 ar'aye - add 3`osf ) �s /z) 77q' DATE /D , PAGE ?esrc4nce for 6urc/i 5/;1.6 Lot 2 e.261`4 /`4 Ave- ,' kwi/o, Gt�d /n -,roar /u rig S y s o 2 /60. 3) =53 Of TUI.Y4IIA APPRO\!ED O CI 13 20BO P-6 islciiU)) '7q(i 5') /ko, s g . 6 r OK 3503 > 978 psi ,5/3 a ci i9 L /328/. 998 1351" 07F/??0(690)- 9F % of red a� (be x,16 L-l.Se 2 x/2. //f2 /2 /3 / 406vis _' Obi" JDIstS Room) '2 ,e �'2 'Nr #2 e /6''o. 6 _ y. - l�0.,88 5 3(.(o4t'" -75:iase T ^e./jEG. 9'76 psc F =/. x/f0 fisc. D/< RECEIVED CITY OF TUKWILI" OCT — 9 2000 PERMIT CENTEF few 00 .0 WI WImo L„ O. g J r H I � al ILI O N i p W W O z, CO U - i H Hi z DENNEY ENGINEERING, INC. 38809 191.1 Ave. SE Auburn, Washington 90092 Phone & Fax (2S3) 939.1373 DATE. /D 44 , PAGE Pesia 7OI" 6/2rc✓ip S / ;96 Lot 2 @ ¢loth k41w i /a aM CAec -X Poor 6-an4M? ( iZ'd) 13 D spans Try 2 x/2 I/F' 2 e /6 M = e&5( /3) t= 1827 * / 6=7?2:70z),... C 93 ps` < 9 73 p t' 3/. D. 0 /3(5,3 03) ( / a )3 7 , O./ =.0062 0,3x. 109,07e) Zk'e i2x /2: eV/F @ /6 / !o, c, /0 s DA p9 (Gana e' �2 /a yrs 4 " J8 — ce) /ih9 - ,4& 3s {) 9� 0 25173 +.4LD- kS/96f i f 77 1t 1 Y8 /' Tir L65 1 7GLU- /VA/GED FLOo,R 0 /6 leo/ cs,an LG 4LO(/, - .53 ?' 4 Ca /ac/ 554 $ee 10, 5 TZ. 108(/33)= 70 FY, „r a t tt the 1/ 7 /53/1 TAIL 45 @ /6 6./.u/. Ab4/1.E cell; Jo 0 w 0t W W ' w 0 gQ ' W Z '- 1- O W ~ w U ,0 ■ w I- U - o Z ; w CO - o DENNEY ENGINEERING, INC. 38809 191.1 Ave. SE Auburn, Wa.hIng on 90092 Phone & Fe, (201) 039.1373 DATE /D 00 PAGE 7eside_nce - urd/p Sim9G� LQ t 2 & W4 Ave. 5 T kw /a GUd eean� 'n 7W/Y) /DOr 6etwee'n G jv Rm. Pec. Rm. .5 apt - // D 71 7L/3)/2 = 2o, S - 4SL L , ed6. 15 66 20.5 -f- /3 0'' • 774 . / 2 / ,346(/!/2- / ='0 y /q0 /4= /30(/1)/8 - '243157 5req i = 24359( = /02 "3 G 00: i a _ 40,6, 0 = 8`20 • 11'14 l �3ho D.OD/ S(, 'wo)(11)' epl /. ?) = // � Lr'se X /2 GG 2#* t* EXPIRES / ... -- d I DENNEY ENGINEERING, INC. 38809 191.1 Ave. SE Auburn, Worthington 90092 Phone & Fox (281) 939.1373 j i i 1 i 11 ! I, I{ I � !l II 1' hit Z, 3 3 a !-=-- 6.57 ( I N,5 4 / I ' i I ?l 881) = 3& 4L(/ iI • V =F 6(5.5'1 i i 11 vr"0,.! it.... ..1 ' : _ .l_ 11 U III I II • n 6 1 i 4 i. i -_.. i j I. i ! X78 DATE _D 00 PAGE ?esd -nce cor 6u,4c✓ip 5/9& Lot 2 @ ot T kw /a, G11.4 EXPIRES l :. I e - ;1 I i Depth 11/0 14 16 18 LL TL COM 20 22 24 26 28 LL TL COM 30 Depth Span COM 12 13 14 15 16 17 LL COM TL LL COM TL LL COM TL LL COM TL LL TL COM LL COM TL LL COM TL LL COM TL LL COM TL Span 12 13 14 268 219 180 151 127 101 82 48 42 37 -- _ 2.92 2.69 250 250 210 177 142 194 78 G8 60 53 - 47 42 37 3A 301 278 258 241 226 231 186 124 102 90 79 70 16153' 62 55 50 45 40 36 33 311 287 267 249 233 219 196 ,( -¢• 235 157 130 114 101 89 79 71 64 57 52 _ 47__ 42 39 35 32 341 315 292 _ 273 256 241 215 194 161 141 125 111 99 88 79 71 64 58 356 32.8 305 285 267 251 225 213 234 194 171 151 134 120 107 96 87 79 71 65 59 54 50 46 42 39 36 370 341 317 296 277 261 233 222 211 202 203 180 160 143 128 115 104 94 86 78 71 65 60 55 51_'8 47 43 40 379 349 324 303 284 267 239 227 216 206 188 168 151 136 123 111 101 92 84 77 71 65 GO 55 51 47 44 41 367 339 315 294 275 259 232 220 210 200 192 184 176 175 158 367 339 315 294 275 259 232 220 2 10 200 192 184 176 169 164 149 135 367 339 315 294 275 259 232 220 210 200 192 184 176 169 163 157 152 12 13 14 - 15 16 17 K2' . w r .'1787 155 10 69 78 - -- - 15 16. _ 17 19 20 21 22 23 F2 n 18 20 22 23 24 25 26 27 28 29 ! t _ P: ?b3 Y 139s� 127 113 100 89 80 72 - `• 9 . i v1 , Z i - • 4`• ' 44 106 97 88 79_ 72 1 $t 1. ;S Q0 ;' 82, ' • • 1U7,' . ,+. B . P, 'p• 1: ' ,p. F Tit' ?� it4 l' 3' { l , :c 5' 1`: • �.� . 60 je ' e1i ' 4 24 25 26 , b 1 . �� ; 4'" ' 1 l t : 1`` 4 i3 2 v1 1 is V c1 : 143 129 118 107 98 90 82 76 70 65 GO 55 52 48 163 27 28 29 $ 3Fu j 30 31 32 __ - -- 33 34 35 {! 1 , •82 ,. 77 71 53 48 44 41 37 34 Tr'88y, i 2), 88tH:: Q >; k,fi• y °1 !° 0�3 01� ( 1 • y ti " ,1,O'J • , 4 ,120 ;; 123 113 103 t + ' .' : ,. 30 31 32 "i Bs�;` ' 6. ?X7 2 •. ;X90 ,7 8� '- „>�0::1 �0 IAA � 1 82 ' 0: ; 0 0 95 88 81 75 69 64 60 55 I . 08 33 34 35 36 37 38 39 40 fi76d.; .!.+72 ^, 1 80,4 ii� Cit kYk72 87� .$3 ' : r tI.'92 0 1 t : : , . !e i 6 5 36 37 38 d, 64 1.t7 10c y{ 0 :S .1� 0s ' r $� : " ' 39 40 Depth 11% 14 16 18 20 22 24 26 28 30 Depth Span LL TL COM LL TL COM LL TL COM LL TL COM LL TL COM LL TL COM LL TL COM LL TL COM LL TL COM LL TL COM Span 12 13 14 15 16 17 252 292 205 269 169 250 301 270 237 258 198 241 167 226 220 176 143 117 97 85 75 66 59 52 47 42 38 34 31 311 287 267 249 233 219 207 196 +;j 341 315 292 273 256 224 241 182 227 150 215 124 ljtY 356 328 305 285 267 251 226 237 186 225 154 213 370 341 317 296 277 261 246 225 233 187 2.22 165 211 146 202 379 349 324 303 284 267 2.52 239 223 227 197 216 174 206 367 339 315 294 275 259 245 2.32 220 210 200 182 192 163 184 146 176 367 339 315 294 275 259 245 232 220 210 200 192 184 170 176 367 339 315 2.94 275 259 2 45 232 220 210 200 192 184 176 12 13 14 1 5 16 17 18 19 20 21 22 23 - '2A 25 26 27 28 29 30 31 32 141 "228• 118 ' 95 ,5. +r 76 155 62 134 51 116 45 101 39 89 35 78 134 108 89 73 64 56 49 44 39 35 31 - TM. r 81 0. 4, 3 18 19 20 21 22 23 109 96 J • ? 85 > +1 F# :416 * 27 13 00 89 80 72 _... _ t' = ?1/ 135 20' 120 'dpi 106 I."'" I."'" : , 155 E==+E 129 `gm 130 18,5 124 :. I11g 94 534 84 � ' • • . 76 w d 115 4 070- � 103 1'' 6 93 • 1 • ; > : 106 97 88 79 72 75 8 , L 67 ;I� :i, 60 s', ? 54 2 Ti: 49 ,++h 0 44 ,• �. Q i J } 24 25 26 27 28 29 30 31 32 33 34 35 132 'j'1,+," 153 169 169 100 'r 91 la 82 83 • ' 75 iL -4f� 68 �[M1 4 119 139 163 160 163 68 2 62 ' tri t 56 X 51 . '� � t -- 108 f• r 1 126 � ' r 145 157 98 ; 132 152 ��J 114 � 11 51 J, 8' 46 ,i 42 l eg: t• 62 , • 57 0 52 itt' -•; 75 t d S 68 o 63 `. :1' , 89 r 104 ( c : y 120 81 k 95 r t 110 n. 74 a, 87 J'.x 101 A _.. 40 37 i. 34 77 31 71 33 34 35 48 :,): 0:1 44 $ . !10 u+� . e �T 37 . 34 +Y.7 .: 57 a 9: •' 53 (3 e' 49 tr.? • ,, 68 Tti 0 g ao I\ t, 93 7 ( f 63 t v' 74 7 } �:', • 85 a 58 , 68 0'� 79 0 39 ? - 35 7:1 33 `.h'+ ' 53 63 0 • s 73 'y!k 49 • 58 t 67 ' • 46 v k� 54 : 63 • • 36 37 38 39 40 45 ' : 41 , �pp 30 7{i.a, 36 37 38 43 ‘• 4' 50 +0.80.41 58 Fir 40 :.. k ; 47 { ,' 1,7 ' ° ' 54 1 • •`•, 39 40 TJ1 ® /L65 Joist Load Tab''s /Floor (1 0070) 5 Performance Plus Web Material • Simple Span • Parallel TJI"' Joist Allowable Uniform Load (plf) Nailed Floor Glue - Nailed Floor Values shown are maximum allowable load capacities of t to joists in pounds per lineal foot (plf) based on simple span, unifo mly loaded conditions with web stiffener and hearing length criteria sf own on page 3.2 (lower or higher load capacities may be possible with different criteria, use the TJ- Beam'" software program or contact your Trus Joist MacMillan representative for assistance. 2. Values in gray rshadedl areas may be increased 4% for repetitive member usage if the criteria on page 9.7 are mot. 3. Camber (2250' radius) is available for simple span applications only. Contact your Trus Joist MacMillan representative for availability. 4. For loading conditions not covered by these tables (eg.: concentrated loads), use the TJ- Beam•" software program or contact your Trus Joist MacMillan representative for assistance. 7.4c !MR,R,Le. uroo-w ng_a�.:G;• „°•, earnr, -- .,avr REV. 1/99 W ^. rs�ace; ew�imc. syn muvrrae , a..�•. , ...• , •o •na � n:✓aw! U0 . to 0 W W J W0 g Q, uj ~ _ Z Z O F- • W ui U 0'( 0 - 01)- W W '` _ 0 W Z 0 - O Z CITY OF TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone, (206) 431 -3670 TOTAL GLAZING AREA - ........ S.F. ENRGYCOD.DOC 2,/13/97 ZO'd 1,e +,..d ;,,:: .., 8GLE££'b AO-00- / — 59 0 - 2 yF 8 ACTIVITY #: WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH 1. HEAT SOURCE: gaAi 0 Vt Weal (gas, oil, propane. heat pump, electric) 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential design and calculate the glazing area as % of the conditioned floor area. 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. Mark option at top of column. (See back of this sheet) WINDOW _SCHEDULE GLAZING /SKYLI ELLS BY TYP,E TOTAL CONDITIONED FLOOR AREA yAg l B.F.x100 OCT 1 3 2000 AS Nil!! Eli /DiDeF PROPOSED GLAZING PERCENTAGE E3j.1;7Gi7tG TRIFF( i41 au I. snomt.'t IRAQ lnoax3 H -75 RECEIVED CITY OF TUKWILA OCT - 9 2000 CITY OF TUIWIII.A The proposed glazing percentage must be less than or aRudt(tpill)e glazing percentage listed under thotRMIT CENTER prescriptive option that is selected. VLZ =Go 00- OT -das MANUFACTURER FRAME MATERIAL MODEL N _ SI a U -v#LUE AREA S.F. NO ' o ns r ` i. j� I".. ' :/-n. ill � , e mil VLIIIIIIIIIIMIIIIIW _. t g-v --E7 s_ a _ r • . g O x41 ,ij9 ,G, stallii I 6 TOTAL GLAZING AREA i+ (add entire column) q3 CITY OF TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone, (206) 431 -3670 TOTAL GLAZING AREA - ........ S.F. ENRGYCOD.DOC 2,/13/97 ZO'd 1,e +,..d ;,,:: .., 8GLE££'b AO-00- / — 59 0 - 2 yF 8 ACTIVITY #: WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH 1. HEAT SOURCE: gaAi 0 Vt Weal (gas, oil, propane. heat pump, electric) 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential design and calculate the glazing area as % of the conditioned floor area. 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. Mark option at top of column. (See back of this sheet) WINDOW _SCHEDULE GLAZING /SKYLI ELLS BY TYP,E TOTAL CONDITIONED FLOOR AREA yAg l B.F.x100 OCT 1 3 2000 AS Nil!! Eli /DiDeF PROPOSED GLAZING PERCENTAGE E3j.1;7Gi7tG TRIFF( i41 au I. snomt.'t IRAQ lnoax3 H -75 RECEIVED CITY OF TUKWILA OCT - 9 2000 CITY OF TUIWIII.A The proposed glazing percentage must be less than or aRudt(tpill)e glazing percentage listed under thotRMIT CENTER prescriptive option that is selected. VLZ =Go 00- OT -das FroM TOTAL $LAZINf ARIA EPIRCYCOD.DOC 2/13/57 ZO - d S.F. i 8R3L9E£b FAX NO. : .D D -OD- /021 590 - 2F78 CITY OF TUKWILA Permit Center 6300 Southccnter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH 1. HEAT SOURCE: kaAr� e4 ( oil, propane, heat pump, electric) 2. WINDOW bk;HEDULE: Fi11 in the window schedule Wad Upon the proposed residential design and calculate the glazing area as % of the conditioned floor area. 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. Mark option at top of column. (See back of this sheet) • • A • / _ ► A mum MATER IAI MANUFACIAJPER X "SIS l,L u� } SIZE U•VAU7! APRA C•F. gn-F TOTAL GLAZING GLAZING AREA 44. (add entire column) 9.F. x 100 Feb. 22 2000 05:19PM P5 ACTNnVY *: 1 p OPOSPD aLAaWa plRCERfAeE H -15 RECEIVED CITY OF TUKWILA PERMIT CENTER The proposed glazing percentage must be less than or equal to the glazing percentage listed under the prescriptive option that Is selected. Duxo3iO auFvnov1 3na>aX3 VLZ =5O OO--Ot -doS « n, �. �n..- .rK+w >m+a�fr�.»Mrn«�� FROM . • t ENRGYCOO.DOC 2/13/97 CITY OF TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 MINIMUM VENTILATION REQUIREMENTS FOR RESIDENTIAL OCCUPANCIES FOUR STORIES AN D LESS Chapter 51-13 W.A.C. en ectila tn fans and whom le u house provide systems are for (l residential the case of occupancies. the whole house exhaust vtila'ro m specific "Sone" ratings. Fill in the exhaust fan schedule etbelow at applies n your factu name, model number and performance razing. Secondly, check LOCATION KITCHEN PAN BATHROOM FAN BATHROOM FAN BATHROOM FAN LAUNDRY FAN • 50 CRM SO CFM 50 CFM SO CFM WHOLE HOUSE FAN' (p{OOSf ONE) O 50 CFM (1 -2 BEDROOMS) O 80 CFM (3 BEDROOMS) • 100 CFM (4 BEDROOMS) • [I Exhaust ventilation shall be provided for each dwellin ❑ "Whole house fan also servos as a kitchen or bath spot fan: • YES O No If a s of fan is desi na Whole house fan: Location Y1'l attic fan Is closer than 4' to ceiling) O Whole house fan is listed/labeled "for Continuous use. • Whole house fan wiring for control routed to central lo O Whole house fan shall run continuous) : Kitchen rate 0 ted as a whole house tan, the shall be the lar er CFM r 141 /4 kT aci uirement. Sone rating (s, 1.5 if cation. 25CFM, bath & laund rate 20CFM. ❑ Integrated forced -air furnace ventilation (IAC Code S. 303.1.2(b)) shall be used instea whole house fan and fresh air inlets In the bedrooms: • YES 0 NO O It yes a 6" outside air inlet duct with damper limiting the ventilation rate to .35-.3 ACH, shall run from the butidin exterior to the furnace return lenum. Q Mechanical ventilation fan ducts shall be > 4" and •ro • any sized using IAQC, Table 3 -3. ❑ Fresh air shall be provided Tested, screened, co ntrollable, ntrollablee, through-wall ugh w Code, port (2. 4 sq' 0 in.) to the exterior. p Each bedroo om. 0 Overall living area: One wall port as specified for bedrooms. on Central forced air furnace which delivers outside makeup air through the ductin• a stem. Rfl L8££b FAX NO. : , ,,P r,. ttgut x1^4 , k» Feb. 22 2000 05:19PM P4 unit as follows (S. 302)f H -15 d of a i J au l. snow 1. 1 am 4nmaxa 'SO oo Ot -�aS a rt : �x r in;.r*I -n' - emu z ► • 2 O 0 co o WI J � W 0.. g Q w d , W Z ZC iu 0 � _. , 111 U I- -; W z = &. 0 z • ttUM CHAPTER 6, PRESCRIPTIVE OPTIONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I NOTE: Carefully review the requirements of each of the options m the charts below. From the table that refers to your heat source, choose the option that best suits your dwelling design. Glazing percentage determines which option to choose. Your building design must match the selected option requirements without exceptions or substitution. Design drawings must indicate all applicable requirements from table. I•IVAC AFUE GIaaing % of floor U -value a Deer u -value (R•vshie) , Ceilings:: :. with attics vaulted Wallet above grade below grade Interior on • ester /or Floor Slab on grade OPT 0 > .78 '10% 0.70 0.40 (R -2.5) ..R - 30 R -30 R.15 R -15 F 10 • • R -19 . R•10 HEAT SOURCE OTHFR (y'" ,„1 1,rop trn. heat pumps) OPT Vi• 0 OPT II 0 > .78 1 0,55 0.40 (R- is) .... R -30 R -30' R -15. R -15 R-10 R -19 R -10 OPT III 0 OPT IV • OPT V d OPT VI* 0 t.88• ^:7ft >.74 21% 21% t 21% 0.75 0.65 0.00 0.40 0.40 0.40 (R -2.5) (R -2.5) (R -2.5) z .78 .78 25% . 30%• 0.50' ' (145 0:40 1 0.40. (R -2.5) I (R -2.5) R -30 R40 R40 R-38• .R-30 R -30 R40 R -30 ....R-36. • R-20 R =19 R -19 R -19 R =19 R -19 R -19 R -19 R -19: R -10 R -10 R -10 R -10 R -19 R -19 R -19 R -25 R -10 R -10 R -10 R -10 • • g two stories The ">" symbol moans more than or equal to "S' means less than or equal to. ` Glazing trade -offs may be made if the Option U -value requirement is not exceeded. FLAN FitVIEV/ fro offir 711,!... (pity' NO Option jr may be a better Selected Option is appropriate for this dwelling design. choice. Notes: gppmved by: LNRGYCOD.DOC 2/13/97 OO - d e13G9>;£b 1-HX : YES Date: , F e b . 22 AMU 1!5: laNM Hi a U F snnwt. 1 ant qn'ax3 y3E : 00 0O -0 t -d S PROJECT DENNEY ENGINEERING, INC. 30009 191st Ave. SE Auburn, Washington 90092 Phone & Fax (263) 939.1373 ReS /de44C6 7 or 6 iro4; j7 GI Lot 2 e Ave, /12k4i/ /c, W.4, Lazera/ Far-e tefri,scs ey EfD De1e__94 _ 00 o CITY OF TUKWILA APPROVED OCT 1 3 2000 AS NO {LtY1 K3 171\+13 "sON RECEIVED CITY OF TUKWILA SEP 1 2 2000 PERMIT CENTER 1 FILE COPY I u nderstand that tn. subject f^ .- - r' DzDoo3Io • w'v�, +Airuidr U s U0 N 0 W =, - F— W ILk W p - O; Z ILI 'a 2 D O N, W W = U W U N • ,0 DENNEY ENGINEERING, INC. DATE �� PAGE 7esia for 6ur64n. S/;176 ' Lo 2 @ 38909 19141 Ave. SE Auburn, Washing/on 99092 Phan, & romp!!!!) 939.1373 Gap; el Ve/. Flo mph / o = C d ? s l 0— /2' 16.5 2.1 P- 0.62 ( /,3)( /6.1/)( /.C) _ /3.2 p O./c3S (0.3)(/6.1)(/. o) = /3.5 ps 0.68 (1. 3)( //v,4)( /, o ) = 1`f 5 psf v/-27' P = 0.734 (l, 3)(/6.1)(1. o) ^ 15.7 psf - Zo rie 3 2,5 C t id so;/ &, e SL Ca 0.310 L83G -47 Sect'. /!0/2.3./ A55u., e 7=1.0 1= lo Am 55 (For J000(Slearp lle /s) fZ =¢,5 (r r G ww8.v / one /s) For Wood s /iearfrwie /s 2.5(0.3(0)W ^ / S :50. For 61as .S/ierpaiiels �/ - 2,f_569,36)(1.,)11.1---- o. /13 W Dead Loads Roo/ /8 psi Walls /4 psf F /oor /0 ps /c Expo. . Areas 28'8'0 5f /7O' 1854 Sf 25'90 Sf l yob s 1152 s( 2/24- sf IV Roo 7 L/, /2er Lth ry exter,or u.a //s - /;;terior tipper Poor Mali%) Stb r7 ex ierkir Wa /ls It lheer/ur r� Mai;) Floor It 4. 1. ". .12Ers3a.. o f,2,."707 12 63 1.. LIJ =Coat- PROJECT AREA. _-.3a3_71?4.645VER.5_6 STUCCO FF D APPRox. MEAN ter OF AOOF /0 ^2.7' Ce=6.73lo 61 15.1 psf 7 2.1 Ce=11. 14.5 p sf .16,5 Ce =0.635 13.5 psf A 12' ce.0.62 13.2 psf f•.`• wr#4/.. , ' . t I (:) z , . CONCRETE TILE ROOF I UU 5o' 46 . 7 Is • nni,rinn .": \T - 11=111 — TT ■st 11LL! ni /91c3oilecrep AREA FA? LOALGIniDlAIAL_ kinA./0 3 APPROX. MLIAI N7: or= ,OOP 27' 15.7 ps 2/ 14.6 psf 140.5' 13.5 psi 12 13.2psf uJ w 0 2 >- g ur' 0. WW o; co . 0 ' tli! c) • Z; ILI (f) DENNEY ENCINEEIIINC, INC. DATE , / / PAGE 38909 191.t Ave. SE // G__ 1: " SIU dncE ier 6t 1Itc / o s/i/ 16 Auburn. Washington 99092 L iD 2 1 1t / ' /4 Ave. J. / Phone & ram (281) 939.1373 7Z? �Gt) l /0 /a4 rcos Roof 0 /a /l r' yI41 Leve / /71-7/1sverse. � = /5.7[211(12)/2 7 /00 2)4- /2(6) /2 f /Z(() 0 (6)1 +/ 5L?3(4: _ ! 6 735# L0, yituc/ /h a/ /it /ifsc/ / - /5: 7 f 5 (/z )/ J 7 . 6. 28 6 Tray - 2sv, if! Lo Ogle . v e for al ,vc in e/ (shear Iva% 1= = 0. / 17 [2FS'O (/S) f (loo t l s )C /a) � _ ,F24 r For Gale pane / shear wails (/434 ( 7) 7/0 I C0 ' 6u/.3 Fs /5 /4190 #. k6h dolt tiro /s erarlsv, �e /si» Ci2 /s /o/r9rt Zipper Floor I>/ap /coyly Lei/e/ Tailsverse 1 /r 0 //, 835rf /3.51630, a)]-f' /3. Lohy�u� ;9a/ Ithistd 6280 f J.3.21" (� S17- /0,020 71 -- sd, �Ftsln for le) cod F = $z(oG D. // 00)(0905+ (16'0/27 2590 -, 0 g+// 5 2) / /5, 2904`. 2.['3(9:.0,] -/ y- # G/na/ cW/l1/ra /s than 6v, _5eism/6. Copt ,Lrols/v�)9 r U co ; . co W w ILQi _ t- W, o'? ff' 0 H W U . LL o , z : `� - 1 1 0 z NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. b • A DENNEY ENGINEERING, INC. DATE. . PAGE 31609191.IAv.. SE AesldQyce ?ar "urd.,a 5/'i Auburn. WinhhigIan 96002 1..0 2 @ T 6 (f moms Fox (26 9) 939.1373 7 kw 141 Gliil UPPER- STORY SHEAR WALLS WIND FORCE r== 6Z60.60/¢ (0) _ /365# 13 OA SEISMIC FORCE = 82650. = 1198' 1-0041101-1. Left F CUMULATIVE LENC,►TFIS 6.6 7-.3f45 SHEARS WIND: IP= /3 ...35 3$.5 5 .isMIc : - v - = 19q8 q #� $.s SHEAR WALLS PESKrNATEW AO 5NALL BE SHEATHCD "7 CDK PLYWOOD OR 7/4,11 O5(3, BLOCKED, 1 FACE ®, I30TlI FACES a tJAILF_D WITH 04 WAILS AT 6l/ 0. C. OR 15 GA x a STAPLES AT 0.C. AND 1 (2/1 U.C. Ill FIELD. O VERTURNING Mor = 47(40)(9) = 253`6 */ DL = 2 /3(15(25)(69) + 1aCciX6)3 = 2160 KIST UPLIFT = 2538 _ 2 — fi X0 5.75 A)o ho /dooms reg All Met Uplift DENNEY ENGINEEIR...G, INC. 39909 19161 Ave. SE Auburn, WuehInplon 99092 Phan* & Fax (25) 939.1373 SHEARS WIND v 3/4/O -- 7o'�� SEISMIC : "I1'= 5 !l2'X «6 0 V ECtTURNING M = 1(2 (8)( = BbC DL = 2/5 D8 (4)(8) - I00)(8)] $loc Oar UPLIFT = 806 - 864 -- 60q DATE. 00 , . PAGE _7 Yesidgmce r 6uvdip Sail6 Lo 2 , &1-614 Ave. .5: T wi /a W.l UPPP<' STORY 9I4EAR WALLS WIND FORCE F =� 260623A6)= 3146 D SIGNATION ® SEISMIC poRCE = 10, (00(2314(0) =5050 LOCATION /, ter/Or CUMULATIVE L.VAGTFIS SHEAR WALLS DESICGNATEl7 0 SHALL BE SHEATMR) t47 15/28 CDK PLYWOOD oR 7 4 u O13, eLoCI <ED, 1 FACE a 130TH FACES [] , MAILED WITH ad NAILS AT WI O.C. DR IS GA X 1V2'' STAPLES AT Golf AND __1210.C. IPL FIkLD. O.C. 7.75 2. 4/o ` jo /dpl,0ln re$ P /ywood 6 i'torri e dye. fl ar /(o a`id Sole p /te rtal/it,y eve // &e .su cent, Use /6646''o,c. 1,1 sok ce � w .. J 01. C.) O CA 0 � w N u. «l O 2 g ILa CO 3 ' H z �. fn o. ld ;w w u. :o N P_ � , z !' DENNEY ENGINEEka14G, INC. 30009 191e1 Ave. SE Auburn, WaNdnaon 90092 Phone S Fun (291) 939.1373 /PPP -/ t STORY SHEAR WALLS WIND FORCE (= ^ 62300_3/46)=1 7 73 0230 0_3146) = 1 77.x DI_SIGNATION © SEISMIC FORCE = ga6 /4 )= 2 3300 LoG4 /? hi Face CUMULATIVE LE.MGTIi5 6 / 1 ' 4 S NEARs WIND: Z1'- /775 - 53• S 33 SEISMIC: IP= 2336 70.7 ;I/ SNEAK WALLS DESI.GNATIW © 5NALL BE SHCATHIW (34211 CDK PLYWOOD OIZ 74011 O59 BLOCKED, 1 FACE 0, 130TH FACES Op MAILED WITH 8c NAILS AT 611 0.C. OR 15 GA K / STAPL -S AT 6 0.C. AND 1211 U.C. Its PIPLD. OVERTURNING Men- = 70.7(6)(9) = 38/8 33 tiL - 2 �3E/F(25)(')f /00) (6)3 = 2 /66 ?JET UPLIFT = 38/8 _ 2l6O 5.75 2 7. /)o ho /c/au.5 n $ reo'c' DATE.. OG PAGE Peso Tor 6urdi o Sr149G1 Lo 2 &1-6/4 Ave. S. T kw , /a Uhl No Net ll/)/ UO N 0 u W J N LL w 0, ga-J u. co a = d �w Z �- WW U 0 to w • V u Z, o� DENNEY ENCINEEIW ..:, INC. 38609 191.1 Ave. SE Auburn, WuhInglon 90092 Phone & Fen (201) 930.1373 UPPF/• srORY SHEAR WALLS p SIGNATION Loca CUMULATIVE LENGTHS 3.511 f3S 11 SHEARS WIND: `tP 281 ' // 5EisMlc : 1T= //dog — ) 71 */ I/ Use Z 610 - 289 FOR EfJIrRY Tb 5HE4R TABLESR G POUF III WOODS ,8$5 '� 4 SHEAR WALLS PESIGNATE? 0 EMU. BE 5HEATIiI_D 15 CM< PLYWOOD OR 749# O5B, BLOCKED, 1 FACE ®) BOTH FACES], MAILED WITH Sd NAILS AT 4 0.c. oR _ l'5 GA x 1 STAPLES AT 4 o. C. AND 12" U.C. IN PIPED. O V E.RTURNING M ^ 254 (3.5)0) = o 'b = 0E180)0-5)* /O ()(3,5)]= 50- DATA. 0 0 , PAGE J. PeSidg-hce 7r 6xurdip S/'-' LQ 2 @ 1-614 Ave..: 7 cvi /a U),, WIND FORCE F = !4 $ .35LLL3) = nee. SEISMIC FORCE = 82 &5/1.516 3) _ 9'6 iIET UPLIFT - 8Olo4- _ 504 - 222! 3.25 2 N 5 USE 5IMP5oN 5r62'L 5 AP T15. EACH SIDE OF SHEAR PANEL 1907 28 HAILS IN POUI3LE 511U05 AEOVE. AND BELOW FLOOR AND IN RIM L.I0l5T(OR BEAM AT GARAGE) (28 - 1GOd TESTAE EACH 5TkAP) SHEARS DENNEY ENGINEER...6, 38909 10181 Ave. SE Auburn, Weehhnon 98092 Phone & Fox (2S1) 039.1373 d V ERTURNRNG MOT = /3 ZOO. 5)(9) = /0 74 #/ PL = 1308(4)(10.5) 4- /a(7)(0 s)]_ 1134-' DATE. . 00 , PAGE estdetice t r 6urrcli o Sa176 Lo 2 41 Ave. ugi /a Gilot WIND FORCE p= &280(3 3l90 SEISMIC FORCE = 10 (324 3) = 5130' u1'PER' • SToRY SHEAR WALLS • E3 LocA - rl D N , yr er o r CUMULATIVE LtiJo - r 15 /4' f /0.5' f /4 5' 59 WINO: v 3 / 9 D 82 */, _ 40X eac4 c6C . 3? SEISMIC : "t!'= 5730 - / 32 #4 = 66 4 X eacA face 39 (v SHEAR WALLS DESIGNATED © SHALL [3E 514EATHED W/ 2" GVVS I FACE ❑ , 130TH FACCS ® (LOGI <E ®, UN eLOCI <C(7 ❑, 5c1 WALLI30ARO NAILS AT 4!' o.C. AT ALL 511.1 VS, TOP 4. 1301'7Dm PLATES ( .13LO cK 1 K1 IF USED) /JET UPLIFT = /214 - //31/- - 602/ /0.25 A)e. h o lclow -rns L Se o. "c. /11 sole plate U! C 0' o! (A up . w O: g u. — O. 1 w 1- 0 Z1- cOi 411 uj o Zi Uo) DENNEY ENGINEER...4, INC. 39909 191111 Am SE Auburn, Washing/on 99092 Phone & F.. (291) 9194373 DATE 00 PAGE _L_ 2 es,c4n ce 7Cor 6urc/i S / ;176 Lo 2 @ ¢6/4 7u k cu � / a 104 UPP/ STORY SHEAR WALLS WIND FORCE F- 11, e351/6/63) .300 1)51GNATION FO SEISMIC FORCE = 826506/6,3r=20n *- LocA Their l- gCe. CUMULATIVE LENGTFIS 4 '•t- 3. 5 4 =16.5 SHEARS WIND: IP= 3066 /6.5 5EI sMIC : `U"= 2 0 99' - )27 #4 /Co.S L15E 1 8)2- -264, FOR EvI1R`( `Cb 5HEAR TADLE3 1OR GRour III W0005 N 7 SHEAR WALLS DESIGNATE-t; O SE /ALL BE 5HEATH1D "7 2. CDK PLYWOOD OR 7,4" 0 BLOCKED, 1 FACE 10, BOTH FACES [), !MAILED WITH aci MAILS AT 6 O.C. OR 15 GA X I12- STAPLES AT & « O.C. AND I2' U.C. It.l FIELD. OVERTURNING Mor = 1`320-5)(9).= 5733 *SEE PAGE 'a // r 18 N t?L = 2 /3 [.C¢)(3. S) z- /D (7) (3, 5)J = 37 e ?JET UPLIFT = 5`133 378' - l57�' 3, 2� 2 N 8 USE 5IMP50N M5rA24 5T7MAP T15. EACH SIDE OF 5HEAR PANEL W7 IS -IOci (MAILS IAJ DOLIf3LE STUDS ABOVE FL.DG�IZ AIJ• IN FZIM L.IO15T OR WINDOW HEADER(IS -lord TOTAL EACH STIz.AP) it J o . 00 (o o. wI LL ; w 0 J IL a, cn I w z � O ` Z 1- Ili U ,n ( O =i O F- _ 0, u. Z z S1 OrsrR/BUnow 8Y 77/BUr,R'' u)/,rN l Il .JI ® 131 20 ' 13 103, 12 DENNEY ENGINEER...G, INC. 38909 191x1 Ave. SE Auburn. Washing/on 99092 Photo 8 rem (2811) 939.1373 MAIN • STORY SHEAR WALLS DESIGNATION CI Lockflc N Left Face CUMULATIVE L 0 4 G 7 F 15 / 3 1 + 8 f - 7 1 - 5 / - / - 2 1 , 1 . 50" 51-1EARs WIND 960 50 5EISMIC : 1l"=, Sl _ C0/1 50 DATE . , PAGE 1esid -nce for 6urct'p S/1476 Lo 2 & 1-61% Ave..5; 7iiktvi/e Wei WIND PoRCE r- 010(V4 - &)= 1 SEISMIC FORCE = 15,240 (q /4-6)=. 29 # c l S HEAR WALLS p tc rCD 0 SNALL BE 5HtATHCD tit7 IS /2* CDX PLYWOOD oR 7 40 a O56 BLOCKED, 1 FACE ®, BOTH FACES :1 3 MAILED WITH Ba NAILS AT _/r O.C. OR 15 GA X Oh STAPLES AT 611 0.C. AND 12 U.C. FIELD. d V ERTURNI NG Mor o (5) (S) = 2.1(-co*/ -co t? L = 2 4 1 8( 2 5)(5)y - 1o(9 + W 2 R.5 + !0('3 .)(0.] =2oao* JET UPLIFT -. •-1{00 _ 2.009 - 5 4/0 Acklou ns reid -.520 /0o Net L/ /A • < 5 t✓ E PAGE. 2.4 DENNEY ENGINEERI...;, INC. 35509 191 d Ave. SE Auburn, Washing Ion 95092 Phone 0 Fax (251) 039.1373 LOGA-rtCN lfterior, CUMULATIVE L.E k TH5 it /6' ; 33` ?JET UPLIFT /3,58 _ /elect — 1370* 5.75 2. . r.,... '+ 14 „'.5.�;:J:{�iV:u�`..Y DATE OD PAGE .4- (or lru real/ p $'1476 L o 2 C� ¢{otx Ave. 7u UJ / /c7 am MAIN SroRY SWEAR WALLS WIND FORCE F /4020 (23/46) 50/0 D O SEISMIC FORCE _ IS, 610 (i it6)= 930 SHEARS WIND: 'U”- 5O1D 33 5E.IsMIC : - v"= 936 2 .e3 '� 33 115E 2 e3 -- 32D FOR EIJTRY Tb 51-IEAR TADLE3 fOR GWJt1P III WOODS .V85 �' N 1 S HEAR WALLS 17ESIGNArED NO SHALL BE 5HEATHED 15 32 Cox PLYWOOD OR IA," 0 BLOCI <ED, 1 FACE ®, 130TH FACES Elh NAILED WITH ad NAILS AT 4-" O.C. OR 15 GA X J STAPLES AT 4-4 O.C. AND 1 U.C. IPl FIELD. OVERTURNING M = 2?-3(6)(6) /3,584 tiL 2 /3(/(2#2)+ / )6) */.0(0)(6).7 S �f N USE 51MP5c*N NPAHD HOLDOWN EACH Si vE of 5HEAR PAN ...L W7 // — /God n/A /G5 IN I7OUOL1_ TRIM STUbS AND IN RIM Joisr et; B Lock/ Alr. (/1 -/6d TOTAL EACH l tt mo z � o y 0 I— 'w w • _ V - o H z UENNEY ENCINEEIta. J, INC. 36909 191s1 Ave. SE Auburn, WaNdna1on 06002 Phan* & Fox (2S) 030.1373 MA IA • STORY SHEAR WALLS DESIGNATION DI 1.4G4 Ri yh t ame_ CUMULATIVE LIENGT!•15 32 6'1" 4 / = 4 SHEARS WIND: /P 365O 73 41/ 5E15Mic : 17= 4 I2 Kier UPLIFT .532$ 1600 - 532' 4 2 DATE 00 PAGE...d 7e$IUtence 74, 6u.lrc✓i 5/ 7A Lo 2 @ 0/4 Ave. .; T kw i /a UM wimp FoIcE r = (a 62004/40) 3050' SEISMIC FORCE = L 2o(/) _ 1, 1l053 # / N 12 SHEAR WALLS DESIGNATCI7 0 SHALL BE 5HCATNI_D t417 1 J 2 / CDx PLYWOOD oR 44" OSI3 BLOCKED 1 FACE ®, 130TH FACES D, MAILED WITH Sd NAILS AT &1s 0.c. DR 15 CAA K 112 STAPLES AT ‘o N 0.C. AND 128 U.C. IN FIELD. OVERTURNING M = !ll (4')(g) = 5328' � L = 2 13 C/8(2.5)(4) + /007'0/z x ¢ 4/0034)( N 13 USE SIMP5c*N HOLDOWIJ EACI-1 SIDE oF SHE AR PAN L W7 8- !loci NAILS IN 17OUQLE TRIM STUD AND IN RIM JOIST 8-1(cl ToTAL)E H NOI,UoWN) U's U O NO ' w w J W IL -J w` F- O z uj z 1- U 0 or w Z U_ o Z DENNEY ENGINEER.. IG, INC. 38809 191.1 Ave. SE Auburn, Washlnp(on 90092 Phone & Fax (28*) 939.1373 Dikohro jrn Rofa ' n Anal7415 6aPaVe Deo4ict 5 %Por -for shear i // Jai frn->>t of re$, J e/.7c- spar torn 1 %z'ph/cd of 2160'X L = 4 F= /o('/3/)-4) = 276o Check Shears iv) she walls 6 a/Jd' A dialMr: roz`at'J 1 �a. 4 caedk Wd// �l K6=0 2o' DATE • 00 , PAGE pesideyce for Curci/p S/1/76 L 0 2 & / 4 A ve. .$". Pt. /1 x 20'p Fx =D - V -,c V — 2960' U6= 0 V (Shear waft k) 2 D = 29%0 &0) -- v (20) (; 29, 000,/20 = /18.0 (Shear iea// G) 1/ U = /350 # (5hearwa /l k) 12,rect Iears C) F 2992* > /460 Direct her eo/fl're /s Q f= 9315 > /48O 0/,-ece jhear controls 0 F---- 4 > 2760 Dl re. c t sJiear co14z'' 10 101 Lu w 0 _ v . z l 1 - 0 z LU p o O N o�. 1„ W z; 0 : 39909 10141 Ave. SE Auburn, W.shlnaon 99092 Mono & FPM (251) 930.1373 DENNEY ENCINEERL . ,, INC. MA r STORY SHEAR WALLS r:) 5IGNATION LOCa-rloN Fearnt rr9A ccv ier CUMULATIVE LVAGITIS `1 SHEARS WW1): 2(04' - 4 C.See Li 5E 2.(0O - 2 Q '/4/ MR ErLIrRY Tb 5HEGAR TABLE' 50R GROUP III WOoDS .9'85 N 1+ SHEAR WALLS VESIGNATEI7 ,T 5NALL BE SHEATHCD 5 Cox PLYWOOD OR 7 % % " 0513 BLOCKED I ACE E g l (30TH FACES l a MAILED WITH 3d NAILS AT 4" O.C. OR 15 GA X 11 STAPLES AT 4-" C.C. /AND 12" U.C. IN Etu). 0 V E.RTLIRNING M = 240(6)(0= lo, c t.05 t?L = 2/3[18(g)(5)* to(e)(5)7 69D ga /JET UPLIFT = /e3 O _ 1090 - 8 elepP 4:76 2 DATE. , 00 PAGE _a_ ?e5Idemce To/' 6urd/ S'ii Lo 2 &1-61 Ave. tt cUi N 15 USE SIMPSoN 1Nf'AWD22 HOLDOWK1 EACH SIDE. OF 5HCAR PA('(CL ► 7 11-/Cod iLM /LS UN I7OLIRLE T1 VM STUDS AND IN RIM J015r ( //- /4 d TOTAL III EACH HOLI7c W t4 D U U O' CO 0 ' cn w` w 0, J d , 1- w U � 10 N 'o v; IL z S 11, DENNEY ENGINEER►..;, INC. 38809 19181 Ave. SE Auburn, WashInllon 90022 Phone 1. Fee (251) 939.1373 CUMULATIVE LE/10111S 110 SHEARS WIND : 4003 256* 1(0 IJ 16 (JET UPLIFT = 32.090 - 108'816' /5.75 2 DATE. , oo — . PAGE ?es/demce 7r r c U o',,o 8/1476 Lo 2, C� ¢+014 Ave. S. 7 w, / M,4 /Al STORY SHEAR WALLS WIND FORGE t=- X PESIGNATION OK L CM tcN L(5E 250 -zee/ FR EI•IfRY lb 5HEAR TADLE3 tOR GPotlP III WOODS .885 / SHEAR WALLS PESIGNATEt7 OK 5NALL BE SHEATHED � 15 CDx PLYWOOD OFZ 7 0513 BLOCKED, 1 rACE ® , 130TH FACES fl, ■IA?LE17 WITH Sd NAILS AT 4,a O.C. OR 15 GA K M STAPLES AT 4" O.C. AND / U.C. I!\1 1 tELD. OVERTURNING Mar = 2S0(1(0)($) =32,Oao OL = 2 / / 3E 18 (¢ 0&)4- !06506) 00+8)/2x/63= /FF6 N 17 LSE 511VIP5oN HPAHD22 HOLtOWN EACH SIDS oP SHEAR PANCL W7 It- 1lod !JAILS IN I7OUQLC TR/M STUDS ^ND IN IZIM JOIST ( it d TOTAL IN EACH HoLDOwN) DENNEY ENGINEEIW'.G, INC. 30009 1014 Av.. SE Auburn, Washing/on 90092 Phone A Fur (291) 039.1373 AAtIJ•• srORYSHEAR WALLS WINO FORCE r . r9, 00 745) = 5235' f DESIGNATION L. SEISMIC FORGE = 1 8, 960 ((7/103)= 5/ll0 Loc t - r O N /A friar CUMULATIVE LENGTHS /2 la"t( =39 5HEAR5 WIND: 52.35 - t•34#/ = , 7 # / eac! dace 39 SE.IsMIC : vr= 57/6 i3N = 65:5 each dace 39 N 18 SHEAR WALLS DESIGNATED © SHALL DE. 5►-IEA1I ED W / '/ 2 ' ' GW13, 1 f ACE ❑ , (30TH FACCS [� I5LOCI < ©, UN I3LOCKGI7 ❑ w 5 WALLBOARD NAILS AT 4 O.O. AT ALL STUDS, TOP f E>o'rrOlin PLATE-5 (# .[3 LO C 1< I tJ c IF (..15E D) O VERTURNING Mar = 4 e32. bL = 2 /3 Li F(4 ) f 10!cf.* z x /0( 7os' (DIET UPLIFT = 443 _ 708 5/75 2 — 76�'� DATE.. 0 0 PAGE ._17 ?e_5Ide_nce 7 ourc✓i o S /;176 Lo 2 @ •+,/I Ave. S. N 19 USE 51MPSc,N LSTAIS 5rPAF EACI•I St LE of 5HC-AR PANEL w7 14 -iod iiA(LS tN 17OURLE TRIM 5TUD5 AND IN RIM JO(5r 14 -10J TOTAL I EACH H01.D0t7N) 00 . coo cn w; J W O u. in 3 o ' LU DO off' I v` O W u z 0 1 ' ,z MA" /RJ STORY SHEAR WALLS WIND FORCE 1 ,400(2of632= 615_21 D QM SEI,Mtc I ORC = / 2 ,6,0o /G 3) M 4te54 LOGA o N Rear Age CUMULATIVE LE1GTHS 4. -�5� 5� .//5' 26 SHEARS DENNEY ENGINEER*1 G, INC. 38809 191.1 Av.. SE Aubu n, W..hinglon 96092 Phone & Fee (288) 939.1373 U5E 2416 -- 278 FOR E1'ITfi( Tb SHEAR TADLE3 1<olt GPCJP Iff WOODS SHEAR WALLS VEStGNATCD MO 5NALL BE SHEATHCD 32 COX PLYWOOD OR 7 /6. '` os13, BLOCKED, 1 FAct ®, 136TH FACES ❑, NAILED WITH Sd MAILS AT 4 "r O.C. DR 15 GA X W i.. STAPLE AT 4"1 O.C. AND 12." 0.c. I A! El E LD . 0 ERTURNING Mar = 2L (4-.6)(') = V856 DL = 13[ ?(!o)(4.5) -/- /0 (1)0.5) 04-e)/z x x;57 =6 ?JET UPLIFT = 8867.o _ 4 _ /763 7 P ¢,25 N .2.1 U5E SIMPSoN HPAI - ID 22 HOEDOWN EACH SIDE o1= 5HC -AR PANCL W7 11 - Clod NAILS IN 17OLI13LC TRIM STUDS AND IN RIM JOIST ( 11 TOTAL) WIND : " . 43, -- 2 it6 %i 25 S EI S Mtc : "I!"= 41f54 — l 9 4 # 26 DATE.. 00 , PAGE 94 2e$ic4nce 7Gr 6urc✓i o S/1476 Lo 2 ¢61 Ave. 5' J U 00 ; U o w w ', I w 0 ; tz F-i w 0 O ,. i0 0 iv ; 1 o` • . z ; z 39909 191N Avg. SE Auburn, WashMplon 99092 Photo A Fox (281) 939.1373 @ 5 = S= O 5 0 = Q 5 IIENNEY ENGINEERING, INC. L /Se ilek x 0" 48 .�6ear Wc' // 4 j- 965 (3) 615? DATE. oD PAGE _al- r esidence r urdip S/;16 Lo 2 e ¢+rotx Ave. S, �UJ i /cam 1), Anchor 3ols R e f e re D1 c' 7016/ 23- 1/1 - /3-2 • /e capac;ey of 76 % sir COIZaeceed Cori reee nie•ta6e . Z� = //40 1W1' (a / du /a t'i 3/Z nen, , 4 1570 # 170r,rt c ✓ura•tov4 • . 7)Uw1Ibee 47--1 /oo f- o. 75(/3 - !!oo)](133) = 965 2 , e n d . 6,/ / r / fo /— rests L`arce : spcl, 5 /n«ri 2b,3 29'g2 q65(33) ?345 9'(o5CL/.2) 44053 9(05 1300 4003 5 = 965(25) hip or SPf 5/7/ /Wale //- i - /J5 £ -o o.c. 4i22 Use 3L o c.c. ma+ Use 6! o o. c. Al2z 4/se 3- 0 0.c. N2►7' Ll'se, !a ( 0 0.e. Al21. /Jse 4 ac. A/23 2 J U to W` CO Li., w O, w, Or z1 2 � w IL 1 Z. 0 -' o z UENNEY ENCINEERIiiG, INC. 36009 I v 1.l Av. SE Auburn, Wubinaon 98092 Mono 0 Fox (281) 939.1373 ADO ,/cam / v /i /"c►'9rfl 7 a,zsverrc .5A ear _ 1?, X0 / = 2 / / T 6 I . LOn?duod % s/ea.r• - /8, !90/2 - l 95 #/ 4-S n DATE. __ OD , , PAGE __' Peso for aurc✓io Srti96 Lo 2 , & ¢6/4 Ave.. ; T a /a IV( L/.Se 2 l - 230 * � for erWey fo _s tables for Group i wcais .9 lei 5 e e p. 25 IA 25 FZOoF (DIAPHRAGM 115E'Wcbx PW OCR 5/" 05(3, UN1'LOcf «b W/ tool MAILS AT 6" 0.c OR 15 GA. X 1 STAPLES AT 6" O.c. AY PANEL (bGE 5 AND DIAPHRAGM BOUNDARrr_5 AUD 12 0.c. IN Fle.LO. co 0. CI) w 0' Z .�r LLI te U CO; ;0 I-! w I v, ILI 0' z ui E 0~` z DENNEY ENGINEEItkiiG, INC. 38800 19161 Ave. SE Auburn. W..hIn1 on 05002 Phone F. (251) 030.1373 DATE. 0 0 , PAGE 7esiuietice for 6rurdi S>1194 Lo 2& /4 Ave. S Tie' kw /a GUM Alcor Diap 3rc'9rn Trahsverse = /q,1/OD /2 = 9.700 Lon ?/ZZLdi;ia/le), # = 9 Max. Shear -v-= 9 700 = 29 0 / 46 r3 6/s 5/8" r ' G plywood Fla ed # yta/'/ed Lib Lea va /cce.s fnr 5 /8 " plyu>ood per Mae 23 -1'I- H L//3C -?7 (Shear. 49r /De/ c !''o, c. G /ue tSee p.25 Ca ac ;zy 0 cti4P ?lue. = 50 psi "cLia. bead spr 3 /¢" L/se 0)- Y9." beads @ pahe/ ec/yes. GlWI' t// = 26 75 ) =L 5 " c hear capacit = 6 ^ 940 #/ eapaci y of 7 lue fair'/✓19 = 904 f290= //90 //901> 29ii-V 0k N 2 -to FLOOR DIAPHRAGMS USE v? T4G PLYWOOD, pUN8LocgED, W/I'od NAILS 0 6 AT PANEL E.D6E5 A -1b IO" D.C. IN FIELD. GLUE. WITN DAP4000 CLUE= WITH (2) %¢" DIA. READS AT PANEL EDGES AND (I) -Ve D(A. x•12 BEAD AT 24" 0.c. 1/.1 FIELD. DENNEY ENCINEERIAG, INC. 38809 19111 Ave. SE Auburn, Washing/on 98092 Phone & Fax MSS) 930.1373 Spacin y and /ess Stru.ctara/ / 1441 ciX Pw 3¢D Reduct on =1i = 0.9/0 5/0 DATE. r _ ` � 00 PAGE .1 7e$■dence 'or 6uvrc/'p 5 /'ip • 2 & ¢6t'i T kw/1a Uhl 5N E4 R WALL R.EDLicriatl.5 FOR CrROdP,71t W0005 REF: Table.' 23-- 11 -Z -1 L /8C- *97 : or nezi /s L '4 " os 8 "V8d ,8i /s • ,Spacing 6 o.'c. • Stru.etara/ CDX p// yam. 260 46 % Redaction = 230• - 0,'885 240 Spac/rr y 4 / / c. c. and . less 5tractcora/ 1 PW V 480(82)=35A COX PW Redact/On =353 = 0. 929 01 I/ wood ' /od ?toils Spacing G o, c. SSru cfora/ 1 Ps'! 7/= 28,0(-$2) 2 30 41 X -11"= 3go (3¢0)< $2) = 306V 1310/ CDX PLl/ � = 34 0' / Redaction .306 _ 0.900 11 (5/o)(g = 44 v= 50 * X DENNEY ENGINEERING, INC. 30900 10161 Ave. SE Auburn, Washing/on 99002 Phan* Ri Fax 42911 939.1373 q/8' Ply wood 1 /Oa/ rtai/s S�acin9 6 "o. c. Strazta ra l 1 PW ct x pw Y 295% Radacta l . = Z(ol = 0.9/& 285 DATE. , 00 , PAGE 1esidtnce for 6urcb,o 5/1476 Lo 2 &16/4 Ave.. : T kcvi /a /41.4 f •/OR /Z, £ /APNIRAGM REDUCT7ONS FOR GROUP 1/ ' INOOCI5 REF: 7`45LE 23 - 11 - H 145C -9.7 h" P/ cuoocf S ci .2 l "o. c. Seruetc-ra/ 1 Pit/ if= 286. = 234 l COX PW v 55 * 1 Redacts »i 234- - o' a55 ' iJ =//2 j (2 �S5)(.12) 2 = 4/ `Z55, M 1.0 General. M 1.1 Where Required. All roofs, paved areas, yards, courts, and courtyards shall be drained into a separate storm sewer system, or into a combined sewer system where a separate storm sewer system is not available, or to some other place of disposal satisfactory to the Administrative Authority. In the case of one - and two - family dwellings, storm water may be discharged on flat areas such as streets or lawns so long as the storm water shall flow away from the building and away from adjoining property, and shall not create a nuisance. M 1.2 Storm Water Drainage to Sanitary Sewer Prohibited. Storm water shall not be drained into sewers intended for sanitary drainage only. M 1.3 Material Uses. Rainwater piping placed within the interior of a building or run within a vent or shaft shall be of cast iron, galvanized steel, wrought iron, brass, copper, lead, Schedule 40 ABS DWV, Schedule 40 PVC DWV, or other approved materials, and changes in direction shall conform to the requirements of Section 706.0. M 1.4 Expansion Joints Required. Expansion joints or sleeves shall be provided where warranted by temperature variations or physical conditions. M 1.5 Subsoil Drains. M 1.5.1 Subsoil drains shall be provided around the perimeter of buildings having basements, cellars, or crawl spaces or floors below grade. Such subsoil drains may be positioned inside or outside of the footing, shall be of perforated, or open jointed approved drain tile or pipe not less than three (3) inches (76 mm) in diameter, and shall be laid in gravel, slag, crushed rock, approved, three - quarter (3/4) inch (19.1 mm) crushed recycled glass aggregate, or other approved porous material with a minimum of four (4) inches (102 mm) surrounding the pipe on all sides. Filter media shall be provided for exterior subsoil piping. M 1.5.2 Subsoil drains shall be piped to a storm drain, to an approved water course, to the front street curb or gutter, or to an alley; or the discharge from the subsoil drains shall be conveyed to the alley by a concrete gutter. Where a continuously flowing spring or groundwater is encountered, subsoil drains shall be piped to a storm drain or an approved water course. M 1.5.3 Where it is not possible to convey the drainage by gravity, subsoil drains shall discharge to an accessible sump pit provided with an approved automatic electric pump. A sump pit shall be at least fifteen (15) inches Effective 7/01/98 Appendix M Storm Drainage Daoo :!+ aer�!t+.w:.M:nau�rrxtua��un�mex ir•i...+mra;u�+�:- (381 mm) in diameter, eighteen (18) inches (457 mm) in depth, and provided with a fitted cover. The sump pump shall have an adequate capacity to discharge all water coming into the sump as it accumulates to the required discharge point, and the capacity of the pump shall not be less than fifteen (15) gpm (1.0 L /s). The discharge piping from the sump pump shall be a minimum of one and one- half (1 -1/2) inches (38 mm) in diameter and have a union to make the pump accessible for servicing. M 1.5.4 For separate dwellings not serving continuously flowing springs or groundwater, the sump discharge pipe may discharge onto a concrete splash block with a minimum length of twenty -four (24) inches (610 mm). This pipe shall be within four (4) inches (102 mm) of the splash block and positioned to direct the flow parallel to the recessed line of the splash block. M 1.5.5 Subsoil drains subject to backflow when discharging into a storm drain shall be provided with a backwater valve in the drain line so located as to be accessible for inspection and maintenance. M 1.5.6 Nothing in Section M 1.5 shall prevent drains that serve either subsoil drains or areaways of a detached building from discharging to a properly graded open area, provided that: - =r (1) They do not serve continuously flowing springs or groundwater; (2) The point of discharge is at least ten (10) feet (3048 mm) from any property line; and (3) It is impracticable to discharge such drains to a storm drain, to an approved water course, to the front street curb or gutter, or to an alley. M 1.6 Building Subdrains. Building subdrains located below the public sewer level shall discharge into a sump or receiving tank, the contents of which shall be automatically lifted and discharged into the drainage system as required for building sumps. M 1.7 Areaway Drains. All open subsurface space adjacent to a building, serving as an entrance to the basement or cellar of a building, shall be provided with a drain or drains. Such areaway drains shall be two (2) inches (51 mm) minimum diameter for areaways not exceeding one hundred (100) square feet (9.3 m`) in area, and shall be discharged in the manner provided for subsoil drains not serving continuously flowing springs or ground water (see Section M 1.5.2). Areaways in excess of one hundred (100) square feet (9.3 m shall not drain into subsoil. Areaway drains for areaways exceeding one hundred (100) square feet (9.3 m shall be sized according to Table M -2. 3 1 0 nkoon rn n .rinoiron.ovt∎onOtkn Ants?* t!! 5. rn" F'{ 4:/ F .49aft#a?k174$P.11 Washington State Amendments 330A z H z ` U : 0 U) 0 ! J N U) W 0` g Q = F W Z. Z � . l— 0 `. Z l— W uj U 0 rn, I— W W L .. z i U = O !- z FROM : - FAX NO. : January 19, 2001 City of Tukwila 6300 Southcenter Blvd. Tukwila, WA. Attn: Bill Rambo Subject: Residence for Ciurdip Singh Lot 2 @ 46 Ave. S. Tukwila, WA. Dear Bill As we discussed on Thursday, I am providing herewith specifications for shear connections which will provide shear transfer from shear walls A and C in the second story to shear walls G and I in the first story. (Actually no more than standard nailing per code is required due to the fact that shears in these walls are low) a) In the 2 story, nail the wall sole plates to the rim joist w /16d @ 16" o.c. b) Nail the rim joist to top plates of the walls below w /8d toenails at 6" o.c. or 16d toenails at 8" o.c. Sincerely Emerson R. Denney, P.E. Lic. No. 9788 DENNEY ENGINEERING; Jun. 30 2000 12:09PM P2 Fl 38809 191 et Ave. ,SE Auburn. Waehinglon 98002 • Phone & Fee (253) 030.1373 RECEIVED JAN 2 2 2001 BUILDING DEPARTMENT D J V` 0 0 U) 0` CO I CO IL W0 = H W 1- z I- U O N iO H W uj I V u_ z ui O ~ z t . fiL December 8, 2000 City of Tukwila 6300 Southcenter Blvd. Tukwila, WA. Attn: Dave Larson Subject: Residence for Gurdip Singh Lot 2 C3a 46 Ave. S. Tukwila, WA. Sincerely Emerson R. Denney, P.E. Lic. No. 9788 FAX NO. : May. 22 2000 12 :26PM P2 DENNEY ENGINEERING. 38809 19161 Ave. ,SE Auburn, Waehinglan 96092 Phone & Fen (263) 939 -1373 Dear Mr. Larson Regarding the above referenced residence, please note the following: 1) The finger jointed studs used in the project are approved herewith. These studs are accorded full value for bending and axial strength by the wood grading associations. 2) At shear walls H, J, K and M, where lx10 siding has been applied to the exterior face of the walls, 15/32" plywood should be applied to the interior face, nailed w /8d nails or 15 ga. staples at 6" o.c. at panel edges and 12" o.c. in field. C E P.% DEC 12 2000 DEVELOP' ' .'1.'.� +... _ rv1. N,a:1;, L, .at 1�'1 .: Cr:. titni6lt+ iGti�1.... i., i2 14tke :a ?n'F.ivalwkl!`.'E.iF.tu..wSh <+;F' ;m'w`ttiii�tAi •Lai.ott a` U O; .100! cow . w o J LL Q: = s� • IUi O• . Z H': • U 0 w ju U cii z, rzmi 0 1 7 Z —a T 1-4M y ,4fed ova //s r /3 Z"c D}C u'v f a AT PANEL EDGES AND BLOCKING FOR PW & OSB ` u I ce / Lvc d ewe d ry�llS AT ALL STUDS, TOP & BOTTOM PLATES & BLOCKING FOR GWB (ens,de Dr l�d� 178 @ to "o.c. at rake/ & es * ** USE 16d NAILS AT SPACING SHOWN STAGGERED 3/8" TO 1/2" MAXIMUM p aar /2 m.C. ek tie IN RIM JOIST OR BLOCKING / NOTE: ALL EXTERIOR WALLS NOT DESIGNATED AS SHEAR WALLS SHALL BE l �� / SHEATHED WITH MINIMUM 15/32" CDX PW OR 7/16" OSB OR 7/16" T1 -11, BLOCKED, W /8d NAILS OR 15 GA. X 1/2" STAPLES AT 6" O...C. AT !?.AORImmRRQR ' , i - ,. t ,....i(� ' T ^I `�iFfi7> Sigktm 7" * ALTERNATE FASTENER ** . SHEAR WALL SCHEDULE MK. SHEATHING TYPt * THICKNESS APPLY TO $LKD O 4•'1, _ uIJ 6Lk , -TEAR Las /FT N A 1 LS o �` ST As't c • STAPLES E pL ArE NAIL SPCG *** IN. NOTES 14OI.1)JAAJCF1. OW115 Woof) 1. N 05B 1M. Gwe 1N, t07 :. - 14 R F WAS " ` " W Z s � � v O SIZE SPCG * * .1m. FIELD 5f-CG IN. GA. • LGT1 -1 IN. SPGG ., IN. i LTJZ BOLTS 4I-7 &! ( 12 15 l Vz 6 16 N 1 -- --- • 5/3 (3 5 4 2 7 / , 9788 < : i � � I i 2 6d 6 (2 is I /2 6 6. "N2. .1 5/3 . D 1 5/ 2 7 / 6 / 7A, : 111111kNWar LI 70.7 861 6 I2. IS 1l2 Co 1Co N.3 s r 25& ed 4 12 15 I' /z 4 8 N4- N5 — ., • 4t&3 1 I V 2 /V ' O' 132 5d 4 4 -- -- - C o N C a — '1 1 7,4 ci v IS? 8d Co 12 15 1 Co 1(o 1\17 N18 — ® 15/32 7 ,4 v v Coo ad 12 15 I /t Co 160 7-15N,` = ` °.:a�� U J W 11�122 '• N24 /g2 7/ v ✓ • 283 �8d 4 12 15 1%2 4 It 8 ..�.., N1O ..v 1JZ1 SO I5 /3t 7Aco .V v III 8d Co 12 15 1 r /z Co l 6! r NIL tai p oN22 ® I%2 74 V v 2(00 8d zi I2 15 I' /2 4 8 ��ti n, ?'4; !� nip IR f M 24 ® ! /2 7/6, . V v 250 Sid 4 12 15 1%2 4- 8 1\11C9 N17 N22 1/ V ✓ • 134 5d 4 4 — — — 1 Co N18 N19 _ 8 1 Z 7% V V 2.4 ad '1- 12 L'S" I /4 4 . 8 N2.0 K21 N123 —a T 1-4M y ,4fed ova //s r /3 Z"c D}C u'v f a AT PANEL EDGES AND BLOCKING FOR PW & OSB ` u I ce / Lvc d ewe d ry�llS AT ALL STUDS, TOP & BOTTOM PLATES & BLOCKING FOR GWB (ens,de Dr l�d� 178 @ to "o.c. at rake/ & es * ** USE 16d NAILS AT SPACING SHOWN STAGGERED 3/8" TO 1/2" MAXIMUM p aar /2 m.C. ek tie IN RIM JOIST OR BLOCKING / NOTE: ALL EXTERIOR WALLS NOT DESIGNATED AS SHEAR WALLS SHALL BE l �� / SHEATHED WITH MINIMUM 15/32" CDX PW OR 7/16" OSB OR 7/16" T1 -11, BLOCKED, W /8d NAILS OR 15 GA. X 1/2" STAPLES AT 6" O...C. AT !?.AORImmRRQR ' , i - ,. t ,....i(� ' T ^I `�iFfi7> Sigktm 7" * ALTERNATE FASTENER ** g SIMPSON 14P441-1022 74OTE 1\12.1) SIMPSON HPAH 022 (NOTE N11) 10- SIVIPSONI HPAHD22. CNOTE N111) L (NOTE N19) .5TAI8Th 0 c 5IMPS01■1 1 (NOTE 1■121) -iv:©5 (o N(13) I /t/ SIMPSON HPAHD2'2.. (Nor 1•115) t■AMK1 STORY SHEAR WALL DESIGINATK2W Aff D HOLDOWN1 LOCATIOM5 DEC 1 2 2000 CON/RriN'.. ' TY DEVELOPMZ.iTi . • • - fr. •;,w.,—,4,,,,,Lvo re Oi C.) 0 to 0, sal I ' W ° D. a OZ 39Vd . _ • . _ . K L,(1 I I rt LSO. • - _ B&B TRUSS 13236 — 76 Ave., Surrey, BC, V3W 2W1 Phone: (604) 596-5125 Manufacturing Quality Engineered Trusses „eig1:2r, ssna Ems • Fax: (604) 596-6906 906996Gt7091 RECEIVED DEC 0 4 2000 COMMUMTY DEVELOPMENT bE:LT 000Z/TO/ZI • 12/01./200E1 17:34 160459669116 QUAN TYPE SPAN P1-H1 ,VERHANGS 1 HIPF 460406 6 2208 2208 4-03.15 TC BC: • LOADING TOP CHD 5TH CHD TOTAL JOB :3313IRY 01024 14641 46 AVE TURT4ILA 3x3.75= .4 T17 , 4x10.5 C 1 2 L 5.10.5= A a s - - 0 0 6 : - '414411 M. W m a 1L = „ PT- 16-6x16 = 1x4.511 3.5x6 = PT-16-6x16 = 14511 11 I. 31-01-12 I •.(' 7 07-02 Si 8-05-14 HO 6-06 ( 7-07-02 • 4x10.5= 12 g Un1Star - Version 40.0.212 RUN DATE: 11 CSI SIZE LUMBER 1.15PB TOP 0.85 2X S DFLN-SS 2018 BTM 0.96 2X 4 DFLN-SS 2328 W28 0.72 2X 3 SPF-82 1510 EXCEPTIONS: A-0 2X 6 SPF-42 1310 C D SAME AS A B-I 2X 4 SPF-02 1510 J.14 H-L G-C SAME AS 2-1 LUMBER STRESS INCREASE: 15.0% REPETITIVE MEMBER STRESS USED. LATERAL BRACING: TOP CHORD - CONTINUOUS 0TH CHORD - 120 IN. OC ONE BRACE - A-F F-I I-H H-G 0--E E-D - B G TRUSS SPACING - 24.0 IN. LIAIE 30.0 0•0 30.0 DEAD (PSF) 13.0 7.0 20.0 50.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-S) LBS IN-SX A 2316 3- 8 D 2316 3- 8 LEFT RIGHT HEEL OIN - 35X OIN - 3SX MEMBER FORCES (LOS) TOP CHORDS A 0 • 4195 C B-J 6032 C J IC 6789 C K-L 6789 C L C' '4.032 C C-D 4195 C BOTTOM CHORDS A F 4721 T F-I 3721 T X-H - 6032 T H-G ▪ 6032 T G-E = 3721 T E-D m 3721 T WEBS F'S 109 T D-I . 2588 T I.J 1057 C J . 850 T 11•1( 666 C H-L = 850 T 1057 C G-C 2588 T E.0 • 109 T DL pen. x 0,95° IN K-L LL DEVI, 0.56" c ERG DIJ4L1 WORE - 0.25" AT D SPAN/OEFL CIPL4LL) 586 3X3.75= a Tr.. 6x9= X 46-04-00 46-04-00 B&B TRUSS PLATING CONFORMS TO UBC 1997 AND TPI•95. SEE ICED EVALUATION SERVICES, INC., RESEARCH REPORT NO.4805. GRIP VALUES BASED ON GROSS AREA METHOD FOR SPRUCE-PINE-FIR. PLATES ARE MANUFACTURED BY JAGER INDUSTRIES INC. PLATES - 20 GAUGE SIC-20 GRIPPING 282-195 PSI PER PAIR INCLUDES -8.0% INCREASE TENSION 1026- 712 PLI PER PAIR SHEAR 909 463 PLI PER PAIR JT TYPE PLATE SIZE X Y A 2001 5.00 X10.50 6.6 3.2 B 5150 4.00 110.50 3.1 1.8 C 5150 4.00 X10.50 3.1 1.8 D 2001 5.00 X10.50 6.6 3.2 E 1001 1.00 X 4.50 CTR CTR F 1001 1.00 X 4.50 CTR CTR H 1070 3.50 X 6.00 3.0 1.5 J 1050 3.00 X 3.75 2.2 CTR K 1102 6.00 X 9,00 CTR 4.0 L 1030 3.00 X 3.75 1.5 CTR PLATES - 16 GAUGE PT-16 GRIPPING 253-172 PSI PER PAIR INCLUDES -8.04 INCREASE TENSION 1706-1203 PLI PER PAIR SHEAR 1436- 783 PLI PER PAIR JT TYPE PLATE SIZE X Y • 1150 6.00 116.00 CTR 3.5 I 1130 6.00 116.00 CTR 3.5 PAGE 07 • f. ii ..t NES N 0 , NOTES: 1. TRUSSES MANUFACTURED BY - 'B&B TRUSS PARTNERSHIP 2..ANALYSIS CONFORMS TO TPI (ANSI/TPI 1-1995). 3. BUILDING DESIGNER IS RESPONSIBLE FOR ADEQUATE " DESIGN or ' TRUSS TO ERG PLATE CONNECTION WHICH ALLOWS 0.25 INCHES OF ALLOWS MOVEMENT AT JOINT D 4. PREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS. S. PROVIDE D4AINAGE TO PREVENT HATER PONDING. o a. 1x4.50 ..__ .... ,. ... I f 1x6.54 L' 1x12= T 2 2 2 C 7x1 A \ D 12/01,/2000 17:34 16045966906 QUAN TYPE SPAN P1 -H1 VERHANGS 2 HIPF 460400 6 2208 2208 5 -03 -15 TC DC SL 10 -08 -11 HO / � BiL F 3x3.75= n YV fV 9 -07 -02 UniSter Version 40.0.212 . RUN DATE: 11 -17 -00 CSI SIZE LUMBER 1.15FB TOP 0.77 2X 5 SPF -l$2 1410 BTM 0.95 2X 4.DFLN -SS 2328 WBS 0.81 2X 3 6PF -$2 1510 EXCEPTIONS1 B -J 2X 6 DFLN -SS 2018 J•53 S3 -N K -C SAME AS B -J B•H 2X 4 SPF-#2 1510 H -K 0-C SAME AS B -H LUMBER STRESS INCREASEf 15.0* REPETITIVE MEMBER STRESS USED. LATERAL BRACING: TOP CHORD CONTINUOUS 5TM CHORD - 120 IN. OC ONE BRACE • A -F F -H H -G - 0 -6 E -0 B -H H K 0 -C TRUSS SPACING - 24.0 IN. LOADING TOP CHD BTM CHD TOTAL HEEL LIVE 30.0 0.0 30.0 DEAD (PSF) 13.0 7.0 20.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT LBS IN -SX LES A 2316 3. 8 D 2316 50.0 B WIDTH IN -SX 3- 8 LEFT RIGHT 3IN - 55X 1IN - 5SX MEMBER FORCES (LBS) TOP CHORDS A••i • 4524 C I -B = 4085 C 8•7 = 5300 C J -S3 - 5300 C 53•K = 5300 C K -C x 5300 C C -:4 a 4085 C L -D = 4524 C BOTTOM CHORDS A -F = 4036 T F••S1 - 3644 T 51•H = /644 T H -G - 5300 T 0 -52 ■ 3644 T S2 -E - 3644 T E -i) - 4036 T WEBS I•F a 451 C F -B = 354 T 8 H = 1887 T H -J = 777 C H•N - 0 T G -K - 777 C G•C - 1887 T E -C - 354 T B••L - 451 C 3x12 JT •A B • C OD E F G H I J K L S1 52 53 JOB SIDHU 01024 14641 46 AVE TUKWILA 5 :6= S3 1x4.511 J Si H 4x9= 4x7.5= B&B TRUSS 27 -01 -12 46 -04 -00 46 -04 -00 3x3.75. K G 3x6.75= 52 4x9= DLtLL DEFL - 0.76" IN K -C LL DEFL - 0.42" < ERG-SPAN/360 SPAN /DEFL (DLtLL) - 736 PLATING CONFORMS TO UBC 1997 AND TPI -95. SEE ICBO EVALUATION SERVICES,INC..RESEARCH REPORT NO.4805. GRIP VALUES BASED ON GROSS AREA METHOD FOR SPRUCE- PINE -FIR. PLATES ARE MANUFACTURED BY JAGER INDUSTRIES INC. PLATES - 20 GAUGE SK -20 GRIPPING 282 -195 PSI PER PAIR INCLUDES -8.04 INCREASE TENSION 1026 - 712 PLI PER PAIR SHEAR 909- 463 PLI PER PAIR TYPE PLATE SIZE X Y 2016 7.00 X12.00 2.8 3.3 JOINT A ** REQUIRES WEDGE 5150 3.00 X12.00 4.0 CTR 5150 3.00 X12.00 4.0 CTR 2016 7.00 X12.00 2.8 3.3 JOINT D " REQUIRES WEDGE 1050 3.00 X 3.75 CTR CTR 1030 3.00 X 3.75 CTR CTR 1050 3.00 X 6.75 5.2 CTR 1070 4.00 X 7.50 2.8 1.7 1001 1.00 X 4.50 CTR CTR 1001 1.00 X 4.50 CTR CTR 1030 3.00 X 3.75 CTR CTR 1001 1.00 X 4.50 CTR CTR 1100 4.00 X 9.00 CTR 0.0 1100 4.00 X 9.00 CTR 0.0 1100 5.00 X 6.00 CTR 0.2 • PLATE DOES NOT MEET HANDLING REQUIREMENTS. VERIFICATION REQUIRED. 3x12= C 3x3.79= 9- 07 -02 PAGE 08 IHMAA7 SL 10 -08 -11 0 N N NOTES: 1. TRUSSES MANUFACTURED BY - B&B TRUSS'PARTNERSHIP 2. ANALYSIS CONFORMS TO TPI (ANSI/TPI 1- 1995). 3. PREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS. 4. PROVIDE DRAINAGE TO PREVENT WATER PONDING. z 4c ti c Q e 0 • W� 0 0 WI N D d . = H =: z � c) z H ` UJ 0 07 W H U flu Z ; U N 0 , 12/01./2000 17:34 16045966906 QUAN TYPE SPAN P1 -H1 JERHANGS 4x6.75= S4 3X3 .75 = 3x10,5= 1x4.511 K 3x10.5= SL 12 B J C v SL 12 -11 -09 HO 6.06 12 Tai TAM HO 6 - 06 7X12= ('�R4.5 � ' 6 ! I 3.x4.5* 43.x4.5* L 6.03.15 7x127 T C A � B1L F B1ML 81MR S3 E B1L 3X3,75= H G 4x9= 3x3.75= S1 3x7. = 3.5x4.5 = 4X9= 62 PT -18- 3.5x12 = 2 HIPF 460400 6 2208 2208 TCI 8C 11 -07 -02 UniStar Version 40.0.212 RUN DATE: 11 -17 -00 CSI SIZE LUMBER 1.15PB TOP 0.85 2X 5 SPF -02 1410 BTM 0.85 2X 4 DFLN -SS 2328 WBS 0.98 2X 4 SPF - 42 1510 EXCEPTIONS: B -J 2X 6 SPF -(12 1310 J -54 S4-K K -C SAME AS B - F -D " 2X 3 SPF -42 1510 .H -J G -1C E -C SAME AS F -B LUMBER STRESS INCREASE( 15.04 RZPETITIVE MEMBER STRESS USED. LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - 120 IN. OC ONE BRACE P -H H -G G -E - I -F B -H G -C E -L TWO BRACES - A -F E -D TRUSS SPACING - 24.0 IN. LOADING LIVE DEAD (PSF) TOP CHD 30.0 13.0 BTM CND 0.0 7.0 TOTAL 30.0 20.0 50.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN -SX LBS IN-SX A 2316 3- 8 D 2316 3- 8 LEFT RIGHT HEEL 1TN - 5SX 1IN - 5SX MEMBER FORCES (LBS) TOP CHORDS A•1 4406 C I -B - D -,7 = 4457 C J -54 - 54 -K a 4457 C K -C - C L ■ 4871 C L -D - BOTTOM CHORDS el•F - 3932 T F -S1 = S1 H - 3455 T H -52 - 62 -0 - 4457 T G -S3 = 83 5 - 3454 T E -D - WEBS I -F a 547 C F -B - 8 -H a 1264 T H -J - H -K • 0 T G -K - G -C = 1264 T E -C - E -L II 54? C 3871 C 4457 C 4457 C 4406 C 402 T 663 C 663 C 402 T JOB 23 -01 -12 SXDHV 01024 14641 46 AVE TUKWILA 46 -04 -00 46 -04 -00 B &B TRUSS DL +LL DEFL = 0.67" IN B -J LL DEFL - 0.37" c BRG - SPAN /360 SPAN /DEFL (DL +LL) - 836 PLATING CONFORMS TO UBC 199? AND TPI -95. SEE ICBO EVALUATION SERVICES,INC.,RESEARCH REPORT NO.4805. GRIP VALUES BASED ON GROSS AREA METHOD FOR SPRUCE- PINE -FIR. PLATES ARE MANUFACTURED BY JAGER INDUSTRIES INC. PLATES - 20 GAUGE SK -20 GRIPPING 282.195 PSI PER PAIR INCLUDES -8.04 INCREASE TENSION 1026- 712 PLI PER PAIR SHEAR 909- 463 PLI PER PAIR JT TYPE PLATE SIZE X Y OA 2016 7.00 X12.00 2.8 3.3 *+ JOINT A +• REQUIRES WEDGE D 5150 3.00 X10.50 4.0 CTR C 5150 3.00 X10.50 4.0 CTR SD 2016 7.00 X12.00 2.8 3.3 •* JOINT D "* REQUIRES WEDGE E 1050 3.00 X 3.75 CTR CTR F 1030 3.00 X 3.75 CTR CTR G 1050 3.50 X 4.50 3.0 CTR H 1070 3.00 X 7.50 3.0 CTR I 1001 1.00 X 4.50 CTR CTR J 1001 1.00 X 4.50 CTR CTR K 1030 3.00 X 3.75 CTR CTR L 1001 1.00 X 4.50 CTR CTR S1 1100 4.00 X 9.00 CTR 0.0 83 1100 4.00 X 9.00 CTR 0.0 S4 1100 4.00 X 6.75 CTR 0.7 PLATES - 18 GAUGE PT -18 GRIPPING 228 -161 PSI PER PAIR INCLUDES -8.0% INCREASE TENSION 1457- 995 PLI PER PAIR SHEAR 1247- 662 PLI PER PAIR JT TYPE PLATE SIZE X Y 3455 T S2 1100 3.50 X12.00 CTR 0,0 4457 T 3454 T 5 PLATE DOES NOT MEET HANDLING 3932 T REQUIREMENTS. VERIFICATION REQUIRED. _, ... ..- .,=- h..aw'+•,.` 'w.MNS... ^4.1 m.R4 movadsFQa.MRtftek. ingas1. k0.1.1 •'4.0.1.r1Romyurprp,o orsontYf'.ortoiMtroNNr 11 -07 -02 PAGE 09 N NOTES( 1. TRUSSES MANUFACTURED BY - B&B TRUSS +PARTNERSHIP 2. ANALYSIS CONFORMS TO TPI (ANSI %TPI 1- 1995), 3. PREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS. 4. PROVIDE DRAINAGE TO PREVENT WATER PONDING. (EJINRES eM r Amoco I , 12/01./2000 17:34 16045966906 QVAN TYPE SPAN P1 -H1 )VERHANGS 2 HIPF 460400 6 2208 2208 I 7-03.15 LOADING TOP CHD BTM CHD TOTAL HEEL MEMBER A -fl - S3 B - C 84 a J -D A - F - 51 -0 92•E H - F - 8 - 0 - G -C - E -J SL 15.02 -06 HO 6.06 5x10 .S = A T1 G-21 UoiSOar .- version 40.0.212 RUN DATE: 11 -17 -00 CSI SIZE LUMBER 1.15F3 TOP 0.81 2X 6 9PF -82 1310 BTM 0.89 2X 6 DFLN -SS 2018 WBS 0.31 2X 4 SPF -p2 1510 EXCEPTIONS: B -I 2X 6 DFLN -SS 2018 T -55 85 -C SAME AS B -I F -B 2X 3 SPF42 1510 E -C SAME AS F -E LUMBER STRESS INCREASE; 15.0* REPETITIVE MEMBER STRESS USED. LATERAL BRACING: • TOP CHORD - CONTINUOUS BTM CHORD • 120 IN. OC ONE BRACE - A -F F -G G -E - E -D H -F 13-0 • 0-I G -C E -J TRUSS SPACING 24.0 IN. LIVE 30.0 0.0 30.0 DEAD (PEP) 13.0 7.0 20.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LES IN -SX LBS IN -SX A 2316 3- 8 D 2316 3- 8 LEFT RIGHT OIN - 3SX OIN - 3SX FORCES (LBS) TOP CHORDS 4236 C H•53 = 3630 C B -I = 3907 C S5 -C - 3630 C S4 -J - 4236 C BOTTOM CHORDS 3781 T F -S1 = 3240 T G -S2 - 3240 T E -D WEBS 625 C F -B 621 T G -I 821 T E -C 625 C 12 4x5.251% 53 T1 6 r1x4,5c: 13 -07 -02 a a H 50.0 3630 3907 3907 3630 811. C C C C 3240 T 3240 T 3781 T 474 T 824 C 474 T 3.5)0.5= B F 3x3.75= 51 4x6.73= B &B TRUSS JOB gARK SIDHV 01024 14641 46 AVE TUKWILA C 4:45.25= 95 1X4.5 II Tqf I TaD 1M G 3.5)0.5= 19 -01 -12 46.04 -00 46 -04 -00 DL +LL DEFL - 0.52" IN B -I LL DEFL - 0.23" < BRG- SPAN /360 SPAN /DEFL (DL +LL) = 999 PLATING CONFORMS TO UBC 1997 AND TPI -95. SEE ICED EVALUATION SERVICES,INC.,RESEARCH REPORT NO.4005. GRIP VALUES BASED ON GROSS AREA METHOD FOR SPRUCE- PINE -FIR. PLATES ARE MANUFACTURED BY JAGER INDUSTRIES INC. PLATES - 20 GAUGE SK-20 GRIPPING 282 -195 PSI PER PAIR INCLUDES -8.0# INCREASE TENSION 1026- 712 PLI PER PAIR SHEAR 909- 463 PLI PER PAIR JT TYPE PLATE SIZE X Y A 2001 5.00 X10.50 10.3 5.0 B 5150 3.50 X 7.50 3.1 1.8 C 5150 3.50 X 7.50 3.1 1.8 D 2001 5.00 X10.50 10.3 5.0 E 1050 3.00 X 3.75 CTR CTR F 1030 3.00 X 3,75 CTR CTR G 1070 3.50 X 7,50 CTR CTR H 1001 1.00 X 4.50 CTR CTR I 1001 1.00 X 4.50 CTR CTR J 1001 1.00 X 4.50 CTR CTR S1 1100 4.00 X 6.75 CTR 0.7 S2 1100 4.00 X 6.79 CTR 0.7 S3 1100 4.00 X 9.25 CTR 0.7 S4 1100 4.00 X 5.25 CTR 0.7 S5 1100 4.00 X 5.25 CTR 0.7 3.520.5= C S 92 3x3.75= 4x6.75= 4x5.25' 1U 54 1x4.5% B1L 13- 07 -02 SL 15 -02 -06 • HO 6 -06 PAGE 10 1 \5xx10.5- N N NOTES: 1. TRUSSES MANUFACTURED BY - 252 TRUSS. ,PARTNERSHIP 2. ANALYSIS CONFORMS TO TPI (ANSI /.TPI 1- 1995)• 3. PREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS. 4. PROVIDE DRAINAGE TO PREVENT WATER PONDING. •12/01/2000 17:34 160459669A6 QUAN TYPE SPAN P1 -H1 OVERHANGS 2 HIPF 460400 6 2208 2208 5••03 15 HEEL HO 6 U1 T1 6x9= A S1 12 3x3.75' T1 6 81L I 1x4.6 Ii 15 -07 -02 UniStar -- Version 40.0,212 RUN DATE{ 11.17 -00 CSI SIZE LUMBER 1.15F8 TOP 0.75 2X 6 SPF -#2 1310 BTM 0.66 2X 4 DFLN -S5 2328 WBS 0.4 2X 4 SPF -112 1510 WDGHA 2X 3 SPF -82 WDGFi•D 2X 3 SPF -M2 EXCEPTIONS{ I•J 2X 3 SPF -4$2 1510 F -B 5 -C (3 -L SAME AS I -J LUMBER STRESS INCREASE: 15.0* REPETITIVE MEMBER STRESS USED. LATERAL BRACING: TOP CHORD CONTINUOUS STM CHORD - 120 IN. OC ONE BRACE - A -I I -F F -H - H -E 5 -G G -D J -F B -H H -K - H -C L' -L TRUSS SPACING - 24.0 IN. LOADING LIVE DEAD (PSF) TOP CHD 30.0 13.0 8TM CHD 0.0 7.0 TOTAL 30.0 20.0 50.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN••SX LBS IN -SX A 2316 3- 8 0 2316 3- 8 LEFT RIGHT OLN - 35X OIN - 3SX MEMBER FORCES (IBS) TOP CHORDS A -J - 4211 C J -S1 ■ 3303 C S1 -13 - 3363 C 8 -K - 3375 C K -C ■ 3375 C C -S2 a 3383 C 52 -L N 3383 C L -D . 4211 C BOTTOM CHORDS A -; - .3752 T I -F = 3752 T F.I{ - .2014 T H -E = 3014 T E -0 - 3752 T G -D = 3752 T WEBS I J - 110 T J -F s 841 C F B . 510 T 8 -8 - 523 T H -K . 652 C H -C - 523 T E -C - 510 T E -L = 841 C G f+ 110 T JOB EMARK SIDHU 01024 14641 46 AVE TUKWILA D 1x4.511 4x60 3.5x7.5= R 3.5x7,5= F 5x9= B &B TRUSS T 1.1.4 E 3=7.5= 5x9° 15 -01 -12 46 -04 -00 46 -04 -00 DL +LL DEFL 0.51" IN K -C LL DEFL . 0.26" < BRG- SPAN /360 SPAN /DEFL (DL+LL) = 999 PLATING CONFORMS TO UBC 1997 AND TPI -95. SEE ICBO EVALUATION SERVICES,INC.,RESEARCH REPORT NO.4805. GRIP VALUES BASED ON GROSS AREA METHOD FOR SPRUCE -PINE -FIR. PLATES ARE MANUFACTURED BY JAGER .INDUSTRIES INC. PLATES - 20 GAUGE SK -20 GRIPPING 282 -195 PSI PER PAIR INCLUDES -8.04 INCREASE TENSION 1026- 712 PLI PER PAIR SHEAR 909- 463 PLI PER PAIR JT TYpE PLATE SIZE X Y A 2002 6.00 X 9.00 5.5 3.5 8 5150 3.50 X 7.50 3.1 CTR C 5150 3.50 X 7.50 3.1 CTR D 2002 6.00 X 9.00 5.5 3.5 E 1150 5.00 X 9.00 CTR 3.5 F 1130 5.00 X 9.00 CTR 3.5 O 1001 1.00 X 4.50 CTR CTR H 1070 3.00 X 7.50 CTR CTR I 1001 1.00 X 4.50 CTR CTR J 1050 3.00 X 3.75 CTR CTR k 1001 1.00 X 4.50 CTR CTR L 1050 3.00 X 3.75 CTR CTR S1 1100 4.00 X 6.00 CTR 0.7 52 1100 4.00 X 6.00 CTR 0.7 1U 4X6\ Sz 3x3 .7S , L 81L G ix4.5 II 15 -07 -02 PAGE 11 SL 17 -05 -03 HO 6 -06 1L 6x9= D N N NOTES: 1. TRUSSES MANUFACTURED BY - B&B TRUSS.'ARTNERSHIP 2. ANALYSIS CONFORMS TO TPI (ANSI /TPI 1- 1995)- 3. PREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS. 4. PROVIDE DRAINAGE TO PREVENT WATER PONDING. W' U ! U0 ; CO W .J W 0 2 i IL 4( 07 = , Z F- uj 0 ' co ' W UJ UJ Z I= 0 ~, z 3 -03 -15 12/01/2000 17:34 160459669A6 QUAN TYPE SPAN P1 -Hl OVERHANGS 2 HIPF 460400 6 2208 2208 SL 19 -08 -01 HO 6 -06 N N TC N GC 5x10.5= A T1 Un1Star .- Version 40.0.212 RUN DATE: 11 -17 -00 81L 17 -07 -02 CSI SIZE LUMBER 1.15FB TOP 0.97 2X 6 SPF -#2 1310 BTM 0.69 2X 4 DFLN -SS 2328 WBS 0.68 2X 4 SPP -$2 1510 EXCEPTIONS: B•K 2X 5 SPF - #2 1410 K -C SAME AS B -K I .i 2X 3 SPF -$2. 1510 G -L SAME AS I -J LUMBER STRESS INCREASE: 15.0* REPETITIVE MEMBER STRESS USED. LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - 120 IN. OC ONE BRACE • A -I I -F E -O G -D J -F S -H H -K H -C S -L TRUSS SPACING - 24.0 IN. LOADING TOP CHD BTM CHD TOTAL LIVE 30.0 0.0 30.0 DEAD (P02) 13.0 7.0 20.0 50.0 SUPPORT CRIIERIA JT REACT WIDTH JT REACT WIDTH LES IN -5X LBS IN - SX A 2316 3- 8 D 2316 3- B LEFT RIGHT HEEL OIN - 35X OIN - 3SX MEMBER FORCES (LBS) TOP CHORDS A -J . 4094 C J -S3 = 3157 C S3-U • 3157 C B -K = 2984 C K•C = 2984 C C -54 - 3157 C 54 -i.. a 7157 C L -D • 4094 C BOTTOM CHORDS A•I - 4645 T I -S1 - 3645 T S1 F - 3645 T F -H 2811 T H -E - 2811 T E -52 = 3645 T S2 -G - 1545 T G -D • 3645 T WEBS I.J = 124 T J.F - 949 C F -B = 553 T 8 -H - 328 T H -K - 480 C H -C • 328 T 3.0 w 553 T E -L • 949 C 0 -L 124 T 12 4x5.25 S3 Ti 6 3x 1x4.511 3x9= B S1 F 4x9= 3x4.5= JOH B &B TRUSS SIDHU 01024 14641 46 AVE TUKWILA 1x611 3x9= _ C 1M H 3x7.5= 11 -01 -12 46 -04 -00 46 -04 -00 DL *LL DEFL . 0.53" IN C -L LL DEFL - 0.25" a BRO SPAN /360 SPAN /DEFL (DL+LL) - 999 PLATING CONFORMS TO UBC 1997 AND TPI -95. SEE ICBO EVALUATION SERVICES, INC., RESEARCH REPORT NO.4805. GRIP VALUES BASED ON GROSS AREA METHOD FOR SPRUCE- PINE -FIR. PLATES ARE MANUFACTURED BY JAGER INDUSTRIES INC. PLATES - 20 GAUGE SK -20 GRIPPING 282 -195 PSI PER PAIR INCLUDES -8.0% INCREASE TENSION 1026- 712 PLI PER PAIR SHEAR 909- 463 PLI PER PAIR JT TYPE PLATE SIZE X Y A 2001 5.00 X10.50 6.6 3,2 B 5150 3.00 X 9.00 3.1 CTR C 5150 3.00 X 9.00 3.1 CTR D 2001 5.00 X10.50 6.6 3.2 E 1050 3.00 X 4.50 2.6 CTR F 1030 3.00 X 4.50 1.9 CTR G 1001 1.00 X 4.50 CTR CTR H 1070 3.00 X 7.50 CTR CTR I 1001 1.00 X 4.50 CTR CTR J 1050 3.00 X 3.75 CTR CTR K 1001 1.00 X 6.00 CTR CTR L 1050 3.00 X 3.75 CTR CTR S1 1100 4.00 X 9.00 CTR 0.0 S2 1100 4.00 X 9.00 CTR 0.0 S3 1100 4.00 X 5.25 CTR 0.7 S4 1100 4.00 X 5.25 CTR 0.7 lU 4X5.25Q S4 3x3.75 L E 3x4.5= 32 4x9= DXL 1x4.511 11.07 - 02 1L PAGE 12 SL 19 -08 -01 HO 6 -06 5x10.6= D m v n NOTES: 1. TRUSSES MANUFACTURED BY - B6B TRUSS ; PARTNERSHIP 2. ANALYSIS CONFORMS TO TPI (ANSI /TPI 1- 1995). 3. PREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS. 4. PROVIDE DRAINAGE TO PREVENT WATER PONDING. Ian(I a 461 too& 1 h W ; U O N om: . W = - h; CO U- W O 2 g -J w D ILI I- Z h; Wuj 0 ;D h. = V W - h. - 0 W u) 0 H Z • 12/01•/2000 17:34 160459669616 QUAN TYPE SPAN P1 - VERHANGS 0 2208 1 RI 160000 6 4 -06 -06 TC PC SL 8 -11 -05 HO 6-06 UniStar Version 40.0.212 RUN DATE 11 -17.00 CSI SIZE LUMBER 1.15FB TOP, 0.87 2X 5 SPF -02 1410 BTM 0.52 7X 4 SPF -42 1910 WBS 0.04 2X 3 5PF -62 1510 LUMBER STRESS INCREASE: 15.0% P.EPETITIVE MEMBER STRESS USED. LATERAL BRACING' TOP CHORD CONTINUOUS BTM CHORD - 120 IN. OC TRUSS SPACING - 24.0 IN. LOADING LIVE TOP CHD 30.0 BTM'CHD 0.0 TOTAL 30.0 DEAD (PSF) 13.0 7.0 20.0 50.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN -SX LBS IN -SX A 800 3- 8 C 800 3- 8 LEFT RIGHT HEEL 1IN - 5SX 1IN - 5SX MEMBER FORCES (LBS) TOP CHORDS A g 915 C B -C - 915 C BOTTOM CHORDS A -0 - 819 T D -C - 819 T WEBS D -B ar 115 T DL +LL DE:L - 0.55" IN B -C LL DEFL *- 0.03" < BRG'SPAN /360 SPAN /DEFL (DL +LL) - 358 12 JOB SIDHU 01024 14641 46 AVE TLJKWILA C3 3x4,5 B 1X4.5 16 -00 -00 16 -00 -00 PLATING CONFORMS TO UBC 1997 AND TPI -95. SEE ICBO EVALUATION SERVICES,INC.,RESEARCH REPORT NO.4805. GRIP VALUES BASED ON GROSS AREA METHOD FOR SPRUCE -PINE -FIR. PLATES ARE MANUFACTURED BY JAGER INDUSTRIES INC. PLATES - ZO GAUGE SK -20 GRIPPING 282 -195 PSI PER PAIR INCLUDES -9.0% INCREASE TENSION 1026- 712 PLI PER PAIR SHEAR 909- 462 PLI PER PAIR JT TYPE PLATS SIZE A 2001 3.50 X 4.50 B 3001R 3.00 X 4.50 C 2001 3.50 X 4.50 p 1001 1.00 X 4.50 B &B TRUSS X Y 4.3 2.2 2.5 1.5 4.3 2.2 CTR CTR R PLATE I5 ROTATED BY 90 DEG SL 8 -11 -05 HO 6 -06 NOTES: 1. TRUSSES MANUFACTURED BY B &B TRUSS. PARTNERSHIP 2. ANALYSIS CONFORMS TO TPI (ANSI /'PI 1- 1995). PAGE 13 MARE 22 -08 EX ETEf ,I /a►/ Zdlo � UOi V o W =' J I 0 LL W O J ` IL Q N d UJ Z �' Z C) UJ uj g , 0 0 I- UJ V, Ui Z ' 0 O z . 12/01/2000 17:34 QUAN TYPE SPAN P1 -H1 JVERHANGS 1 RI 160000 6 0 2208 4 -06.06 Uni$bar • Version 40.0.212 RUN DATE: 11.17 -00 CSI SIZE LUMBER TOP 0.87 2X 6.SPF -82 F+TM 0.97 2X 5 SPF -82 WBS 0.07 .2X 4 SPP -02 LUMBER STRESS INCREASE: LATERAL BRACING; TOP CHORD - CONTINUOUS BTM CHORD - 120 IN. OC ONE BRACE - A -D D -C TRUSS SPACING - 24.0 IN. •LOADING TOP CHD BTM CHD TOTAL TC PC SL 8 -11 -05 HO 6.06 4X 9- A LIVE 60.0 0.0 60.0 D 1x4.5 re 1140 1230 1310 15.0% DEAD (PLF) 26.0 35.0 61.0 121.0 CONCENTRATED LOADS (LDS) 5 1145 (LIVE) 5 496 (DEAD) SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN -SX LBS IN -SX A 1788. 3- 8- C 1788 3- 8 LEFT RIGHT HEEL OIN - 3SX DIN.- 3SX MEMBER FORCES (LBS) TOP CHORDS A -B = 2918 C B -C . 2918 C BOTTOM CHORDS A-D - 2610 T D -C = 2610 T WEBS D -S = 280 T CL +LL DEFL = 0.32" IN B -C LL DEFL a 0.07" c BRG -SPAN /360 $PAN /DEFL (DULL) . 602 16045966906 8 -00 -00 JOB SIDHU 01024 14641 46 AVE TUKWILA 3x5.25 II a 16 -00 -00 16 -00 -00 PLATING CONFORMS TO UDC 1997 AND TPI -95. SEE ICBO EVALUATION SERVICES.INC.,RESEARCH REPORT NO.4805. GRIP VALUES BASED ON GROSS AREA METHOD FOR SPRUCE -PINE -FIR. PLATES ARE MANUFACTURED BY JAGER INDUSTRIES INC. PLATES - 20 GAUGE SK -20 GRIPPING 282 -195 PSI PER PAIR INCLUDES -8.04 INCREASE TENSION 1026- 712 PLI PER PAIR SHEAR 909- 463 PLI PER PAIR JT TYPE PLATE SIZE A 2001 4.00 X 9.00 B 30012 3.00 X 5.25 C 2001 4.00 X 9.00 D 1001 1.00 X 4.50 B &B TRUSS X 8.6 3.8 8.6 CTR Y 3.9 1,5 3.9 CTR R = PLATE IS ROTATED BY 90 DEG 8 -00 -00 PAGE 14 SL 8 -11 -05 HO 6 -06 4x9= C 22 -08 MARK G1 NOTES. 1. TRUSSES MANUFACTURED BY 86,E TRUSS: PARTNERSHIP 2. ANALYSIS CONFORMS TO TPI (ANSI /TPI 1- 1995). 3. GIRDER CONDITION: TERMINAL ,HIP GIRDER WITH HIP - RAFTERS. GIRDER SETBACK 8.00 Ft. 4. USE PROPERLY RATED HANGERS FOR LOADS' FRAMING INTO GIRDER TRUSS. ILI UO (Dui: W 0' ' LL Q' El 0 _ Z uj 0 (3, co W O' Z ; 11 1 92 . 0 F- U z .12/0112000 17:34 16045966906 QUliN TYPE SPAN P1 -H1 VERHANGS 1 GBL3 110000 6 2208 2208 3.03.06 LOADING TOP CHD 8TM CHO TOTAL SL 6 -01 -13 HO 6 -06 Unistar •- version 40.0.212 RUN DATE: 11 -17.00 CSI SIZE LUMBER 1.15F8 TOP 0.20 2X 5 SPF -82 1410 STM 0.60 2X 4 SPF -#2 1510 WBS 0.14 - 2X 3 SPF -112 1510 LUMBER STRESS INCREASE: 15.0* REPETITIVE MEMBER STRESS USED. LATERAL BRACING: TOP CHORD • CONTINUOUS BTM CHORD - MAX DIST FOR THE FOLLOWING MEMBERS IS 0 IN. F -E.E D MAX DIST FOR ALL OTHER MEMBERS IS 120 IN. TRUSS SPACING - 24.0 IN. LIVE 30.0 0.0 30.0 DEAD (PSF) 13.0 7,0 20.0 50.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN -SX LES IN -SX A 549 3- 8 C 550 3. 8 LEFT RIGHT HEEL 1T.N - 5SX 1IN - 5SX MEMBR CSI P(LES) MW1ST MIND TOP CHORDS A C) 0..10 737 C 0 1028 0.3 0.14 707 C .1020 0 3 -H 0.1,4 707 C 0 1028 H C 0.30 737 C -1020 0 BOTTOM CHORDS A•F 0.43 650 T 0 1456 F•S 0. 650 T -1456 -2784 L D 0.68 650 T 2784 1456 D C 0.43 650 T -1456 0 WEBS F•G a 177 C 6.8 = 396 T D••M - 177 C DL +LL DEFL + 0.08" AT H LL DGFL . 0.04" S BRG- SPAN /360 SPAN /DrFi. (DL +LL) = 999 12 JOB B &B TRUSS MARK SIDHU 01024 14641 46 AVE TUKWILA GB1 3x4.511 PLATING CONFORMS TO UDC 1997 AND TPI -95. SEE ICBO EVALUATION SERVICES,INC.,RESEARCH REPORT NO.4005. GRIP VALUES BASED ON GROSS AREA METHOD FOR SPRUCE- PINE -FIR. PLATES ARE MANUFACTURED BY JAGER INDUSTRIES INC. PLATES - 20 GAUGE SK -20 GRIPPING 202 -195 PSI PER PAIR INCLUDES -8.04 INCREASE TENSION 1026- 712 PLI PER PAIR SHEAR 909- 463 PLI PER PAIR JT TYPE PLATE SIZE X Y A 2001 3.50 X 4.50 4.3 2.2 B 3001R 3.00 X 4.50 2.5 1.5 C 2001 3.30 X 4.50 4.3 2.2 D 1001 1.00 X 4.50 CTR CTR E 1001 1.00 X 4.50 CTR CTR P 1001 1.00 X 4.50 CTR CTR G 1001 1.00 X 4.50 CTR CTR H 1001 1.00 X 4.50 CTR CTR A ■ PLATE IS ROTATED BY 90 DEG ` SL 6 -01 -13 HO 6 -06 NOTES: 1. TRUSSES MANUFACTURED BY BBB TRUSS! PARTNERSHIP 2. ANALYSIS CONFORMS TO TPI (ANSI %TPI 1- 1995). PAGE 15 12/01•/2000 17:34 1604596690 VAN TYPE SPAN P1 -H1 VERHANGS 4 RI 110000 6 2208 2208 3- 03.06 TC NC SL 6 -01 -13 HO 6••06 22 -08 Unistar version 40.0.212 RUN DATE' 11 17 -00 CSI SIZE LUMBER 1.1SFB TOP 0.36. 2X 5 SPF -I(2 1410 BTM 0.25 2X 4 SPF -M2 1510 woo 0.03 2X'3 SPF -#2 1510 LUMBER STRESS INCREASE' 15.04 REPETITIv5 MEMBER STRESS USED. LATERAL BRACING: TO? CHORD - CONTINUOUS BTM CHORD • 120 IN. OC TRUSS SPACING - 24.0 IN. LOADING LIVY DEAD (ASP) TOP CHD .30.0 13.0 BTM CHD 0.0 7.0 TOTAL 30.0 20.0 50.0 SUPPORT CRITERIA .JT REACT WIDTH JT REACT WIDTH LBS IN -SX LBS IN -SX 549 3 8 C 549 3- 8 LEFT RIGHT HEEL 1IN 5SX 1IN - 5SX MEMBER FORCES (LHS) TOP CHORDS A•B - 636 C B -C - 636 C BOTTOM CHORDS A.D - 569 T D ..0 - 569 T WEBS 0.13 - 60 T DLrLL DEFL = 0.13" IN B -C LL DEFL = 0.01" < BRG -SPAN /36 SPAN /DEFL (DL+LL) - 999 12 5 -06 -00 PAGE 16 JOB MARK 9IDHV 01024 14641 46 AVE TUKWILA C2 B &B TRUSS 3x4.SII H 1: HO 6 -06 11 -00 -00 11 -00 -00 PLATING CONFORMS TO UBC 1997 AND TPI -95. SEE ICBO EVALUATION SERVICES,INC..REEEARCH REPORT NO.4205. GRIP VALUES BASED ON GROSS AREA METHOD FOR SPRUCE -PINE -FIR. PLATES ARE MANUFACTURED BY JAGER INDUSTRIES INC. PLATES - 20 GAUGE SK -20 GRIPPING 282 -195 PSI PER PAIR INCLUDES -8.0! INCREASE TENSION 1026- 712 PLI PER PAIR SHEAR 909- 463 PLI PER PAIR JT TYPE PLATE SIZE A 2001 3.50 X 4.50 B 3001R 3.00 X 4.50 C 2001 3.50 X 4.50 D 1001 1.00 X 4.50 X 4.3 2.5 4.3 CTR Y 2.2 1.5 2.2 CTR R - PLATE IS ROTATED BY 90 PEG 5 -06 -00 22 -08 NOTES; 1. TRUSSES MANUFACTURED BY - B&B TRUSS, PARTNERSHIP 2. ANALYSIS CONFORMS TO TPI (ANSI /TPI 1- 1995). cE v 0 N 0' W = - J U- lu 0 g J 4( co ,- 0 Z U O N. Mc) Ul co . z f•- _' , z .12/01/2000 17:34 160459669A6 QUAN TYPE SPAN P1 H1 3 KI 110000 6 .3 0.' 06 TO BC SL 6 -01 -13 HO 6 -06 UniSaer .- Version 40.0.212 RUN DATE: 11.17 -00 C$I SIZE LUMBER 1.15PB 'TOP 0.36 2X 5 SPF -*2 1410 BTM 0.25 2X 4 SPY -S2 1510 WBS 0.03 2X 3 SPF -S2 1510 LUMBER STRESS INCREASE. 15.04 P.EPETITIVE MEMBER STRESS USED. LATERAL BRACING~ TOP CHORD CONTINUOUS BTM CHORD- 120 IN. OC TRUSS SPACING - 24.0 IN. LOADING LIVE TOP CHD 30.0 BTM CHD 0.0 TOTAL 30.0 DEAD (PSF) 13.0 7.0 20.0 50.0 SUPPORT CRITERIA OT REACT WIDTH JT REACT WIDTH LBS IN -SX LBS IN -SX A 549 3. 8 C 549 3- 8 LEFT RIGHT HEEL 1IN - 5SX 1IN - 5SX MEMBER FORCES (LBS) TOP CHORDS A - . 636 C B -C = 636 C BOTTOM CHORDS A -D 569 T D -C = 569 T WEBS D -0 • 80 7 UL +LT DEFL • 0.13" IN B -C LL DEFL • 0.01" BRG-SPAN/360 SPAN/DEFL (DLrLL) = 999 12 JVERHANOS 0 0 JOE JT TYPE PLATE SIZE A 2001 3.60 X 4.50 B 3001R 3.00 X 4.50 C 2001 3.50 X 4.50 D 1001 1.00 X 4.50 B &B TRUSS S IDHU 01024 14641 46 AVE TUKWTLA C2A 3x4.5 )) HO 6 -0 -13 I 11 -00 -00 PLATING CONFORMS TO USC 1997 AND TPI -95. SEE ICBO EVALUATION SERVICES, INC.,RESEARCH REPORT NO.4905. GRIP VALUES BASED ON GROSS AREA METHOD FOR SPRUCE -PINE -FIR. PLATES ARE MANUFACTURED BY JAGER INDUSTRIES INC. PLATES - 20 GAUGE SK -20 GRIPPING 282-195 PSI PER PAIR INCLUDES -8.04 INCREASE TENSION 1026- 712 PL1 PER PAIR SHEAR 909- 463 PLI PER PAIR X 4.3 2.5 4.3 CTR 2.2 1.6 2.2 CTR R . PLATE IS ROTATED BY 90 DEG PAGE 17 MARK NOTES: 1. TRUSSES MANUFACTURED BY - B&B TRUSSp,PARTNERSHIP 2. ANALYSIS 'CONFORMS TO TPI (ANSI /TPI 1- 1995)• ti W U O; • W W _i J N LL W 0 ` LL N 3 ' _ CY iE 2: I- :3, ▪ CY • i �Ni 0 I- 3: V u . O 1 W Z ; ow CI Et I 17. 12/01/2000 17:34 16045966906 QUAN TYPE SPAN P1 -H1 )VERHANGS 1 HYPE 200000 6 2208 0 4 -06 -06 SL 8 -11 -05 HO 6.06 SUPPORT CRITERIA JT REACT WIDTH JT LBS IN -SX A 2270 3- 9 D LSFT HELL OIN 3SX TC. 22 -08 BCI 4X12 A UniStar •. Version 40.0.212 RUN. DATEI 11 -17 -00 CSI SIZE LUMBER FB TOP 0.59 2X 6 DFLN -SS 1755 PTM 0.94 2% 6 SPF -42 1140 WBS 0.09 2X 4 SPF -42 1310 EXCEPTIONS1 2 -C 2X 5 SPF -42 1230 LUMBER STRESS INCREASE: 15,04 LATERAL BRACING: TOP CHORD CONTINUOUS 0TM.CHORD - 120 IN. OC ONE BRACE - A -F E -D TRUSS SPACING - 24.0 IN. LOADING LIVE DEAD (PLF) TOP CHD 60.0 26.0 BTM CHD ' 0.0 35.0 TOTAL 60.0 61.0 121.0 EXCEPTIONS: B•C 90.0 F-E 60.0 61.0 CONCENTRATED LOADS (LBS) B 559 (LIVE) B 242 C 559 C 242 39.0 R - PLATE IS ROTATED BY 90 DEG (DEAD) (LIVE) (DEAD) REACT WIDTH LBS IN -SX 2270 3- 9 RIGHT OIN - 3SX MEMBER FORCES (LBS) TOP CHORDS A -O • 3907 C B -C . 3474 C r- -D Q 3907 C BOTTOM CHORDS A V s 3414 T F -E o 3474 T E•D • 3474 T WEBS F•B - 382 T F -C - 0 T E -C . 382 T DL +LL DEFL . 0.27" IN C -D LL DEFL• • 0.09" a ERO-SPAN /360 SPAN /DEFL (DL +LL) - 897 12 8 -00 -00 B &B TRUSS PAGE 18 JOB ; ; 1 MARK SIDHU 01024 14641 46 AVE TURWILA H03 4x4.5 II 3x9= S C T1 3x3.75= 1E4.5 II 4-00 -00 20 -00 -00 20 -00 -00 PLATING CONFORMS TO UBC 1997 AND TPI -95. SEE ICBO EVALUATION SERVICES,INC..RESEARCH REPORT NO.4805. GRIP VALUES BASED ON GROSS AREA METHOD FOR SPRUCE- PINE -FIR. PLATES ARE MANUFACTURED BY JAGER INDUSTRIES INC. PLATES - 20 GAUGE SK -20 GRIPPING 282 -195 PSI PER PAIR INCLUDES -8.04 INCREASE TENSION 1026- 712 PLI PER PAIR SHEAR 909- 463 PLI PER PAIR JT TYPE PLATE SIZE X A 2001 4.00 X12.00 10.3 B S101R 4.00 X 4.50 3.0 C 5150 3.00 X 9.00 3.1 D 2001 4.00 X12.00 10.3 E 1001 1.00 X 4.50 CTR F 1050 3.00 X 3.75 CTR Y 4.1 1.7 CTR 4,1 CTR CTR NOTES: 1. TRUSSES MANUFACTURED BY - B&B TRUSS „PARTNERSHIP 2. ANALYSIS !CONFORMS TO TPI (ANSI %TPI 1- 1995). 3. PREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS. 4. PROVIDE DRAINAGE TO PREVENT WATER PONDING. 5. GIRDER CONDITIONI STEP DOWN HIP GIRDER WITH HIP- RAF,3ERS. COMMONJACKS WITH WEB, GIRDER SETBACK 8.00 Et. SL 8 -11 -05 HO 6 -06 4x12 Imam 0.9at Zoe I . 'Mn'}fw?..Y ,�a. riMG.�,Ls"'1.:. t �+YF4YrNt{}„/li t 5+' Fre3YMlt9 cJIX.4:�i /UI:YY�N11Rii"18YY5YKgM �� -- _. • W UO s co o , W W' W O J u- IH W ,. F- O z I` vim die D ::1 C3 O � 0 W W� L W - z .12/01•/2000 17:34 16045966906 QUAN TYPE SPAN P1 -H1 JERHANOS 1 4.2 180400 6 2208 0 5.01 -06 SL 10.03 -00 HO 6 -06 UniS Stair - Version 40.0.212 RUN DATE: 11••17 -00 CSI SIZE LUMBER 1.15FB TOP 0.27 2X 5 SPF -62 1410 RTM 0.63 3X,4 SPF -N2 1510 WBS 0.48 2X 3 $PF -62 1510 LUMBER STRESS INCREASE: 15.0t REPETITIVE MEMBER STRESS USED. LATERAL BRACING: TOP CHORD • CONTINUOUS 8TM CHORD 120 IN. OC ONE BRACE - A -D D -C TRUSS SPACING - 24.0 IN. LOADING TOP CHD $TM CHO TOTAL HEEL LIVE 30.0 0.0 30.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN -SX LBS IN-SX A 916 3. 8 C 916 3- 8 LEFT 'LIN • 5SX DEAD (PSF) 13 7.0 20.0 50.0 RIGHT 1IN - 5SX MEMBER FORCES (LBS) TOP CHORDS A »E w 1474 C E »B = 1046 C D•F = 1046 C F -C = 1474 C BOTTOM CHORDS A -D = 7319 T D -C - 1319 T WEBS 6 -0 = 438 C D•8 - 552 T O F - 438 C DL +LL DELL = 0.32" IN D -C LL DEFL + 0.05" c BRG -SPAN /36 SPAN /DEFL (D,i:'LL) = 692 B &B TRUSS PAGE 19 JOB + ^� MARK SIDHU 01024 14641 46 AVE TUKWILA 1C1 3x4.5 II B 9 - 02 - 00 1 18 -04 -00 18 -04 -00 PLATING CONFORMS TO U8C 1997 AND TPI -95. SEE ICBO EVALUATION SERVICES,INC,,RESEARCH REPORT NO.4805. GRIP VALUES BASED ON GROSS AREA METHOD FOR SPRUCE - PINE-FIR. PLATES ARE MANUFACTURED BY JAGER INDUSTRIES INC. PLATES - 20 GAUGE SK -20 GRIPPING 282 -195 PSI PER PAIR INCLUDES -8.0% INCREASE TENSION 1026- 712 PLI PER PAIR SHEAR 909- 463 PLI PER PAIR JT TYPE PLATE SIZE X Y A 2001 4.00 X 4.50 3.8 2.7 B 3001R 3.00 X 4.50 2.5 1.5 C 2001 4.00 X 4.50 3.8 2.7 D 1070 3.00 X 6.00 CTR CTR E 1001 1.00 X 4.50 CTR CTR F 1001 1.00 X 4.50 CTR CTR R = PLATE IS ROTATED BY 90 DEO SL 10 -03 -00 HO 6 -06 NOTES: 1. TRUSSES MANUFACTURED BY - B6B TRUSS, PARTNERSHIP 2. ANALYSIS CONFORMS TO TPI (ANSI /TPI 1- 1996). 1 190111 E 3 a /Kr f000 i,!t J9t • XS rti rz��m�tNJU;e. niiiltiyh4l.odnAwu %v tx'ti4�u.. �.. i.:u i. u».5u 4.wi X + UJ 5 C.) 0 ; 0 NW W N U.; W 0 LI < N D' I . W Z 1- O` Z W W w - O W Z . Oft ( 0 Imo z DEPARTMENTS: BuiPding Division NI AID& 10-11-0 Pu lic Works 41.25 'PKKUU11.000 srfl PERMIT COM pp PLAN REVIEW /R�U�ING SLIP ACTIVITY NUMBER: D2000 -310 DATE: 9-12-2000 PROJECT NAME: SING H RESIDENCE SITE ADDRESS: 14641 46 AV S XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued Complete U Incomplete 12, IN Fire Prevention 1 -(q.o n Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved U Approved with Conditions Not Approved (attach comments) ;+ ! REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWER'S INITIALS: n Planning Division 14 4- R444 Permit Coordinator No further Review Required DUE DATE: 9- 14-2000 Not Applicable U n DATE: DUE DATE 10-12 -2000 DUE DATE Not Approved (attach comments) DATE: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /0 ' G `!- a D Plan Check/Permit Nu e " ❑ Response to Incomplete Letter # ® Response to Correction Letter # I ❑ Revision # Project Name: Project Address: Contact Person: after Permit is Issued S1NCy Q-sd • / / t5 >' /I ape- $c74 7; 1 -d /LA "Cloud" or highlight all areas of revision including date o Rec ived at the City of Tukwila Permit Center by: Entered in Sierra on 10 ' (Too h k -e Phone Number: a° (0 2 -9 6 v Summary of Revision: . cA- , v � s� Sheet Number(s): revision D lI RECEIVED CITY OF TUI M II A OCT - 3 2000 PERMIT CENTER 08/30/00 • tiv.,••44.t " tYL?'% LIt z tom, rt C.) N0 ' CO w O nct - 0 z I— 0 Z 1-! w w CI 11J W I LL • Z I . z (To be completed for all new sewer connections, reconnections, or change of use of existing connections. - This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage faciliti after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi- annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge on this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) Owner's Name ''"`-mi i (Last, First, Middle Initial) Property Tax I.D. Number 009,006 — 4 13 lo Property Legal Address: /yG y, y' ! So . 7 a . 1'81 51 Subdivision Name ,Q,� y,� ""' Subdiv. # - l g Block # Lot # a Building Name 0/ applicable/ Property � � Street Address I ( 'N I-11 y (, � a -e- �u. c% u City, State, Zip Owner's Mailing Address A-% ArlyNre_ ✓ (If different from above) Owner's Phone Number ( 0 ) Property Contact Phone Number ( ?JAI) ) 24 `9 0 v Party to be Billed (if different from owner) Party's Mailing Address (it different from above) NIA City or Sewer District Va_t o-L s Date of Connection �f� 1� Side Sewer Permit # D2.000 t V Demolition of pre- existing building? ❑ Yes O No Demolition Permit # Re'9ential Sewer Use Certific"`"ion • Please check appropriate box: Single- family Duplex (0.8 RCE per unit) U 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) [7 5 or more (0.64 RCE per unit) No. of Units x 0.64 = 0 Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = For condominiums, please fill out Supplemental Form A in addition to Residential Customer Equivalent (RCE) 1,0 1.6 2.4 3.2 RECEIVED CITY OF TUKWILA PERMIT CENTER this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /Representative Print Name of Owner /Representative c u g 1f £( 1057 (Rev. 2/001 White — King County Yellow — Local Sewer Agency Pink — Sewer Customer Date 4 /0 t ;1i t �diti.`',;+ sirti..' tiC, tSlY. u�: r: 4ib'$ 7, 'cK:Aa�♦`H;}#t".+„%IAc %}',i`: . 2 00 co 0 t w CO tL; w 0 . rn _ t— z p 0 z F— U O wUJ I IC 0 a; z ' 0 = P. 0 I- z INS CITY OF ; ~ 'KWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 9 Certificate of Water Availability PROJECT #: PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): /OW 'f66L a e- So. TyKwi`A WA- 9fng Owner lnformatlon� � � ' . Name: _aUR DIP sr/440 Address: / yt6, a f. so.- l , /Ga Phone: e?o6 -7 t/V— /20 0 • Area is served by (Water utility district): Owner /Agent Signature: (Required only if outside City of Tukwila water utility district) IB A gent/Contact Peli`sorr. lit syj' }¢�;� ?i}K %r Name: Address: Phone: This certificate is for the purposes of: or Residential Building Permit . ❑ Preliminary Plat ❑ Commercial /Industrial Building Permit ❑ Rezone Estimated number of service connections and meter size(s): ( iI �j Vehicular distance from nearest hydrant to the closest point of structure WTRAVAIL.DOC 6/5/96 PERMIT CENTER ❑ Short Subdivision ❑ Other g i4 Date: CITY OF TUKWILA H -11 a RF('FIVFn 1 2 21113 PART B: (To be completed by water utility district) The proposed project is located within (City /County) The improvements required to upgrade the water system to bring i into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: (Use separate sheet if more room is needed) Based upon the improvements listed above, water can be provided and will be available at the site with a flow of /19-00 gpm at 20 psi residual for a duration of 2 hours at a velocity of to fps as documented by the attached calculations. I hereby certify that the above information is true and correct. ICA p CO, t,up 7*.x._ % / z -r �J Agency /Phone 2C - Z‘f 1- 95 - 4 - 7 q-7 -00 Date PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to 82 above) (Use separate sheet if more room is needed) Agency /Phone By Date z ~ W U 00 J = w O 2 � gQ co I w ' z = Zo w w 0 O N 0 H ww .. z. w to P O z l "WORKING TOWARD A BE; Atek ..R ENVIRONMENT re SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability Part A: (To Be Completed by Applicant) Part B: (To Be Completed by Sewer Agency) Purpose of Certificate: 3 Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: taUR D S /46H Phone: 0206 " ? -)9 0 O Property Address or Approximate Location: /tit 4/1 4/C a '-e $ . , . 77 k. w% -A Legal Description(Attach Map and Legal Description if necessary): S te- /mac c �) 1. ca. a. Sewer Service will be provided by side sewer connection only to an existing *.' size sewer 10 feet from the site and the sewer system has the capacity to serve the proposed use. OR CI' b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. ' District Connection Charges due prior to connection: cad GFC: $ $ SFC: $ 8 7 7 j 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 121 May be Required c. Other: By certify that the above sewer agency information is true. This certification shall be valid for one year e date of signa Title 14816 MI► ry Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 RECEIVED CITY OF TUKWILA PERMIT CENTER D to • V z w' 0O 00 w W N w g-71 u)3 w z Z r-- U • O O co W • - ': u. w z U N O z Other: Return Address: City of Tukwila, Washington Company Name (if business) i 20000804001243 PAOt , TTKY IL_AG KING CO R CITY OF TUKWILA DOCUMENT RECORDING COVER SHEET CITY OF TUKWILA City Clerk's Department 6200 Southcenter Blvd. Tukwila, WA 98188 (206) 433 - 1800 Document Title(s): LA)/ M2_, o'f � T,M is,ee 463 7 -- 4-6 f\ue 5. ._ HL=MPEL SCOTT A. Last Name First Name Initials P.oPoR,TIOIv -Ii✓ FA' R, 6HA-R.t 6; 2F61-IENT LOT2 OF 'HEMPEL 5NO2.T Pl, T 1 _o q OOO. Parties: Address TU11-110 ;t WA d18168 City State Zip Assessor's Property Tax Parcel /Account Number(s): Public Works: 2/25/97 P2pro -3(0 vbi 'k+ t:�SG aSihi [�ahY:tti:;b ttxc� This agreement shall be binding upon the parties, their respective heirs, legal representatives, assignees, transferees and successors, and runs with the land. Water System Proportionate Fair Share Agreement The proposed development at: (address) n X) 5 ? ' ' a<fre S (parcel no.) 4,7 2_ a' 54,,a p/a7- 4- - 0003 adds to the cumulative need for the accommodation for domestic and fire flow water service. The result of continuing development will be the need to undertake water system improvements that will provide for adequate service. The proposed development property is obligated to participate in funding future system improvements, and the owner waives the right to protest water L.I.D. or U.L.I D. formation. The owner will pay a proportionate fair share to fund system improvements prior to connecting to a newly constructed system if other than L.I.D. or U.L.I.D. funding sources are utilized. This agreement shall be recorded by the City Clerk with the King County Auditor as required by RCW Chapter 35.91, and the cost of said recording will be paid by the City. So that the Owner can remove encumbrances from the property caused by this requirement, the Owner can pay the City the Owner's pro -rata share for projected costs. These costs will be made available to the owner upon written request to the Public Works Director. Owner (signature) Date S ce>m>?/ Owner (print name) // ' 5 A A. L/C livi Street Address / 7 -- rAa, S. Phone / -/ 00 / oC -- A S S`/ 3 City /State /Zip Code rt o 0, ,co mo w w o. g Q' D. ° z O : z D ;o - .w w. I V w z" z t Water System Proportionate Fair Share Agreement Page 2 For Parcel No. 467 , Shij 7 " - 99 - 0 Owner: 5 / . / STATE OF WASHINGTON COUNTY OF J On this day personally appeared before me LSVit A. HeMix L , to me known to be the individual(s) described in and who executed the Within and foregoing instrument, and acknowledged that he /she /they signed the same as his/her /their free and voluntary act and deed, for the uses and purposes therein mentioned. oss EF T ,(;\ �0,• ...SI Y1 >>1 �i - '• U . r CITY OF TUKWILA 1iclWorks Director Given under my hand and official seal this jq day of aL'll. okf Notary Public to and for the State of Washington residing at: ka. Cm-mission € pire JL1� t j 2 Date .. , yi.;ZCXb 05 IN -O.3 N E.EL.= 314 P.EL.= 314 E.EL.= 314 P.EL.= 314 :A \. / BALCONY L DRIVEWAY ExPOSED AGGREGATE 20' N01° 10' 55 ' 77.62 LOT #2 PRCPSOED RESIDENCE MAIN FLOOR = 31 TOP FLOOR= 32 =1.55 TOP OF PLATE = 57.3.62 SKIM COAT =311. 8 AVG. BLDG. GR.= - 313.82 O BALCONY t WALKWAY G E.EL.= 314 / P.EL.= 314 77.68' BALCONY 46TH AVE. S \ O UTLIN FLOOR 10' WIDE AREA TO BE DEDICATED FOR R.O.w. PURPOSES UPON REC. OF THIS SHORT PLAT (FROM SURVEY) SO1° 09' 00 W E.EL.= 313.5 P.EL.= 314 0 25 -6%2 24' -6 % 24' - %" \ a 23' -8% ? 25' -6 %" Rat Irn Is) s-57 y l rcav� AVERAGE BUILDING GRADE CALCULATION (STATE OF WASHINGTON) SITE PLAN SCALE:1 /8 " -1 MIDPOINT ELEVATIONS AVERAGE BUILDING GRADE 313.82 X000-310 Note: Whole house ventilation system shall supply outdoor air to all habitable rooms through individual outdoor air inlets. Habitable space is defined as space in a structure for living, sleeping, eating or cooking. Bathrooms, toilet compartments, closets, halls, storage or utility spaces and similar areas are not considered habitable spaces. Provide not less than 4 sq_ in. of free area of opening for each habitable space, Whole house ventilation requirements for 5 bedrooms shall be a minimum of 120 CFM at .25 w.g. nutone qt. 80 is 62 CFM at .25 w.g. *Use two qt. 80 nutone fans each on clock timers. Note: - Owner /builder to supply any missing dimensions required on site plan. Legal description, name of street(s), north arrow, floor and lot elevations, location of services, etc. -All dimensions shown on site plan to be governed and approved by all authorities having jurisdiction before saterting construction. -Grade to slope a minimum of 1% away from building for surface water run -off, builder to be responsible for any required swales. - Any retaining walls required to be built according to good practise and are entirely the responsibility of others. -All grades, elevations, and dimensions shown on site plan to be checked and verified on site by builder before excavation. PF # I e&Z R Q l. Sri ? 3 Pozvj - - s,E-cs Lhtlo By SEPARATE PERMIT REQUIRED FOR: CUATECE1..4NiCAL E. ...ELECTRICAL ,.� • Li:"3LING ty"C:.�oe ^ I ING CITY OF TUURWILA BUILDING DIVISION FILE COPY u^derstand that the Plan Check approvals are , Diect to errors and Ormssfons and aps,:eval of does ncv a.a!,n. "Ze the of ad, _cro, s copy o Lp r w rige,;. Date I { � � Zo - v Permit No. D 2lxT o-; Io These ilnne have been reviewed by the f'e \' Jrlis ncnt for conform C Accept nc,_ viNch do nct au ndards or ordinance ,. f, r Ids 2aloquacy of the design r_ I designer. Additions, deletions e t' ese drawings after this date Weil ec, l this acceptance and will require a resubn It4a of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: 9/2.5,-/ Ao By: PROP. RESIDENCE FOR MR. GURDIP SINGH LOT #2 @46TH AVENUE S. OWN: SCALE: CHKO: DATE: NO. TITLE ARVIN AS NOTED S'WC 6/20 REVISION CITY OF T!IWIIIA APPROVED 051 13 2011 DRAWING NO. DD00 -1025 P6 EL. a DIVls;c.a / NOTE SAP Crr' 6 JFETNWILA PEFOT CENTER Dz000-sio EL 1 EL 2 DIST 1 DIST 2 = ELEVATION A 314 314.00 10.00 20.00 0.00 314.00 B 314 314.00 4.25 8.50 0.00 314.00 C 314 314.00 5.17 10.33 0.00 314.00 D 314 313.50 6.83 13.66 1.00 313.00 E 314 313.50 24.09 48.19 1.00 313.00 F 314 314.00 6.50 13.00 0.00 314.00 G 314 314.00 2.85 5.66 0.00 314.00 H 314 314.00 6.33 12.66 0.00 314.00 I 314 314.00 6.77 13.54 0.00 314.00 J 314 314.00 9.17 18.33 0.00 314.00 K 314 314.00 31.05 62.10 0.00 314.00 N E.EL.= 314 P.EL.= 314 E.EL.= 314 P.EL.= 314 :A \. / BALCONY L DRIVEWAY ExPOSED AGGREGATE 20' N01° 10' 55 ' 77.62 LOT #2 PRCPSOED RESIDENCE MAIN FLOOR = 31 TOP FLOOR= 32 =1.55 TOP OF PLATE = 57.3.62 SKIM COAT =311. 8 AVG. BLDG. GR.= - 313.82 O BALCONY t WALKWAY G E.EL.= 314 / P.EL.= 314 77.68' BALCONY 46TH AVE. S \ O UTLIN FLOOR 10' WIDE AREA TO BE DEDICATED FOR R.O.w. PURPOSES UPON REC. OF THIS SHORT PLAT (FROM SURVEY) SO1° 09' 00 W E.EL.= 313.5 P.EL.= 314 0 25 -6%2 24' -6 % 24' - %" \ a 23' -8% ? 25' -6 %" Rat Irn Is) s-57 y l rcav� AVERAGE BUILDING GRADE CALCULATION (STATE OF WASHINGTON) SITE PLAN SCALE:1 /8 " -1 MIDPOINT ELEVATIONS AVERAGE BUILDING GRADE 313.82 X000-310 Note: Whole house ventilation system shall supply outdoor air to all habitable rooms through individual outdoor air inlets. Habitable space is defined as space in a structure for living, sleeping, eating or cooking. Bathrooms, toilet compartments, closets, halls, storage or utility spaces and similar areas are not considered habitable spaces. Provide not less than 4 sq_ in. of free area of opening for each habitable space, Whole house ventilation requirements for 5 bedrooms shall be a minimum of 120 CFM at .25 w.g. nutone qt. 80 is 62 CFM at .25 w.g. *Use two qt. 80 nutone fans each on clock timers. Note: - Owner /builder to supply any missing dimensions required on site plan. Legal description, name of street(s), north arrow, floor and lot elevations, location of services, etc. -All dimensions shown on site plan to be governed and approved by all authorities having jurisdiction before saterting construction. -Grade to slope a minimum of 1% away from building for surface water run -off, builder to be responsible for any required swales. - Any retaining walls required to be built according to good practise and are entirely the responsibility of others. -All grades, elevations, and dimensions shown on site plan to be checked and verified on site by builder before excavation. PF # I e&Z R Q l. Sri ? 3 Pozvj - - s,E-cs Lhtlo By SEPARATE PERMIT REQUIRED FOR: CUATECE1..4NiCAL E. ...ELECTRICAL ,.� • Li:"3LING ty"C:.�oe ^ I ING CITY OF TUURWILA BUILDING DIVISION FILE COPY u^derstand that the Plan Check approvals are , Diect to errors and Ormssfons and aps,:eval of does ncv a.a!,n. "Ze the of ad, _cro, s copy o Lp r w rige,;. Date I { � � Zo - v Permit No. D 2lxT o-; Io These ilnne have been reviewed by the f'e \' Jrlis ncnt for conform C Accept nc,_ viNch do nct au ndards or ordinance ,. f, r Ids 2aloquacy of the design r_ I designer. Additions, deletions e t' ese drawings after this date Weil ec, l this acceptance and will require a resubn It4a of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: 9/2.5,-/ Ao By: PROP. RESIDENCE FOR MR. GURDIP SINGH LOT #2 @46TH AVENUE S. OWN: SCALE: CHKO: DATE: NO. TITLE ARVIN AS NOTED S'WC 6/20 REVISION CITY OF T!IWIIIA APPROVED 051 13 2011 DRAWING NO. DD00 -1025 P6 EL. a DIVls;c.a / NOTE SAP Crr' 6 JFETNWILA PEFOT CENTER Dz000-sio U 2'XIO P.EL.= 314 E.EL.= 314 DRAWING NO. SAP 12 P LL.= 314 E EL.= 314 REFERENCE FRONT ELEVATION CONCRETE TILE ROOF REAR ELEVATION P.EL.= 314 E.EL.= 313.5 P.EL.= 314 E.EL.= 314 T.O. RIDGE ).7 TYP ry I PROPOSED FINISHED GRADE SAFETY LASS TYP. 42" MINIMUM GUARDRAILS TYP. k �l 3 �r 36" MINIMUM HANDRAILS TYP. P.EL.= 314 E.EL.= 314 4 I ILI ▪ P .EL.= 314 E.EL.= 313.5 7.5 L STUCCO RIGHT ELEVATION 44 CONCRETE TILE ROOF LEFT ELEVATION D AO 00- 3 1 S.G. P.EL.= 314 E.EL.= 314 P.EL.= 314 E.EL.= 314 cm FEB SITS OF 11114'11A OCT 1 3 2800 5'14104 U 147 REVISION NO. BY DATE TITLE PROPOSED RESIDENCE FOR MR. GURDIP SINGH LOT #2 ©46TH AVENUE S. OWN: SCALE: DATE: CARD: ARVIN 1/4 " -1' 6/21/00 SWC PHONE: 590 -2808 DRAWING NO. DD00- 1 025-P 1 U - 1 STUCCO 5.G. STUCCO 1. U 2'XIO P.EL.= 314 E.EL.= 314 DRAWING NO. SAP 12 P LL.= 314 E EL.= 314 REFERENCE FRONT ELEVATION CONCRETE TILE ROOF REAR ELEVATION P.EL.= 314 E.EL.= 313.5 P.EL.= 314 E.EL.= 314 T.O. RIDGE ).7 TYP ry I PROPOSED FINISHED GRADE SAFETY LASS TYP. 42" MINIMUM GUARDRAILS TYP. k �l 3 �r 36" MINIMUM HANDRAILS TYP. P.EL.= 314 E.EL.= 314 4 I ILI ▪ P .EL.= 314 E.EL.= 313.5 7.5 L STUCCO RIGHT ELEVATION 44 CONCRETE TILE ROOF LEFT ELEVATION D AO 00- 3 1 S.G. P.EL.= 314 E.EL.= 314 P.EL.= 314 E.EL.= 314 cm FEB SITS OF 11114'11A OCT 1 3 2800 5'14104 U 147 REVISION NO. BY DATE TITLE PROPOSED RESIDENCE FOR MR. GURDIP SINGH LOT #2 ©46TH AVENUE S. OWN: SCALE: DATE: CARD: ARVIN 1/4 " -1' 6/21/00 SWC PHONE: 590 -2808 DRAWING NO. DD00- 1 025-P 1 U 66' STUDY ROOM 14' -10" G L U E , e GAR AGE 3 -2 "X12" ,2' , 15� 20' 6' -2" 2 10 " SMOKE ALARM ..R.9x „D,Z s -AMOK ALARM 1 - 6 " X POKER ROOM — 1 174 T.J.I. LG5 I(a "O.c. tr -3' CANTILEVER TO BE ENGINEERED - OUTLINE OF BALCONY ABOVE 3'02 SG. BATH 2 "X- DTILr/ 28x68 SOLID CORE, WEATHERSTRIP SELF CLOSER SH 44 -4 4 �' -4 NTS SI MIN 50 CFMJ -C• r -11' 7' 9 10' -4" 2 '6' • x6'8' 2 2 • b 1 'X6 . 6" 1 X6'8 P C - 2 e'-o NTS 1 0 l - 0” NTS 15' + N 2 PC 9' -8' WIMOOW 8 4 -2 • X10" 1 OUTLINE OF BALCONY ABOVE FLOOR AREA: TOTAL LOT AREA =9607 SO.FT. ACTUAL F.A.R. =4712 SQ.FT. SITE COVERAGE: TOTAL LOT AREA =9607 SOFT. ACTUAL SITE COVERAGE =2683 SOFT. MAIN FLOOR SCALE:1 /4 " -1 ' LEGEND IFAN 50 CFM EX FAN S SMOKE ALARM �MOKE ALARM MAIN FLOOR AREA =1988 SOFT. GARAGE AREA =423 SOFT. TOTAL MAIN FL. AREA =2411 SQ.FT. SEE LATERAL — Q N4LyStS SEE ENE126y CpM PLIANCE FORM Foundation Notes: 1. Install 5 /a diameter Simpson SSTB16 anchor bolt where shown for Simpson HD2A hold -down above. (install per manufacturer's specifications) 2. Connect A.B. to hold -down above with Simpson CN5 /8W coupler nut & %" dia. all- thread (verify length on -site) General Notes Where "SW" is noted on plans: Install 1" CDX plywood or 'As" OSB sheathing (verify with contractor) both sides of shearwoll 1 (SW). Use 8d common nails @ 3" o.c. edge & 6" o.c. field typical all studs plates & headers. Verify hold -down types & locations with foundation plan Where "IBP" is noted on plans: Install 1" (min.) gypsum wallboard panel 4' -0" long both sides of wall. Nail with 5d cooier nails or use 1 %8" wallboard screws @ 7" o.c. (per UBC table 25 -I) all studs and plates, stud spacing 24" o.c. max. verify installation of double joist o blocking below (interior braced wall panel per 1997 UBC, section 2320.1 1.3) DD,000 � o Minimum insulation required to comply with the Washington State energy code is as follows: Floor (slab): R -N 1O FLOOR( R I1 Wall: R -N 15 1 L Ht6M D NS ITy N6uLA1'tGN) Ceiling: R -30 Doors: Wood Windows: Vinyl (summit or better) Furnace type: Gas Minimum furnace afue: 80% Refer to Wattsun 5.6 energy calculation by design consultants, Inc. for verification of these values. tend that the Plan Check approva'Is are =s,o� and a :or oval o` � and o,. e hof, ,..o . ii ,n of any - _ co, t nn , , a _ ..: ,:ece ■p of can - ,.,t - t ...I.. i coda approved pi' . acknowledged. .,.. i s cDP;`ot approved Plans Sy Date Perm'•t N F F COFI TITLE PROP. RESIDENCE FOR MR. GURDIP SINGH LOT #2 ©46TH - AVENUE S. OWN: SCALE; CHKO: DATE: NO. ARVIN 1/4 " -1' S 6/20/00 REVISION t OCT 1: DRAWING NO. N. a'JfLO ^•: DD00 -1 025 -P2 RECEIVED CITY OF TUKWILA OCT - 9 2000 PERMIT CENTER SAP C% 'r` SHOWER 5' -4" ' EAN BATH 2' 3i4KYLIGHT / I ` - ENS 2'4"X6'8 10' 3 BEDROQ33'N1 // \ / /7'- " ,.3'_4" - I V BEDROOM#j2 i \ // J I Y � MOKE ALARM to I I / I4 I / 0 0 \ M.BATH 7 BEDROOM/13 0 4' -0 I SMOKE I / I I � SMOKE ALARM FAN DW. SEAT ARCH -TOP BAY WINDOWS ti 20' 13' 5' -6" 3'X5 I 2'- 0 " ,M BEDROOM \\ • 3 . -q , 2'6 "x6'8r SMOKE ALARM 7' -7" SMOKE ALARM 6' -4" I \ 3 $ALC-O NA CANTILEVERED 3' -8 1' -8" in 4 3'X5' .� / c ✓ / / \ 10' \ • / I >1 I • / \ C 2'04' ,SKYLIGHT • 36" MINIMUM • HANDRAILS TYP, NT5 FAMILY RM. SMOKE ALARM BEDROOM ARCH -T,i / B P 6x5' 10' -4" 4 -2 3' -6" / / / / \ OPESATO LOW \ 2'8' 4 -4 LCONI\ MGAE / ALARM / 16 1 6' NOOK, / KITCHEN DINING s / SMOKE I- N 42" M SWUM GUARDR,.ILS 7Y 3 5 ' 4' -03/ " l6' -4 "± NTS 2' - %" OLIO" NTS WOW.=SEAT a ARCH -TOP BAY WINDOWS 3`10" NT5 TOP FLOOR SCALE:1 /4 -1' NOTES: - 22 "x30" ATTIC ACCESS TO ALL ROOF SPACES. - ALL PARALLAM BEAMS, RANGERS AND TRUSSES ARE TO BE VERIFIED AND ENGINEERED BY MANUFACTURER BEFORE PURCHASE. - ALL LINTELS TO BE 2- 2"X10" DOUGLAS FIR #2 UNLESS NOTED OTHERWISE BY A PROFESSIONAL ENGINEER. -ALL JOISTS TO BE DOUGLAS nR 11 OR 2 5/8" R &D NAILED AND GLUED. 2 "X12" JOISTS ®16" O.C. OR 9 Ye" LPI 32816" O.C. 2"X2' BRIDGING 0B4" MAX. O.C. UNLESS NOTED OTHERWISE. LEGEND �y ®�FAN 50 CFM EX FAN Y SMOKE ALARM SMOKE LA ALARM TOP FLOOR AREA =2314 SQ.FT. OPEN AREA =13 SQ.FT. NET TOP FL. AREA =2301 SQ.FT. General Specifications 1. The Contractor or the Owner shall verify all dimensions, materials and conditions shown on the structural drawings or noted in the structural specifications. Any variances within the structural drawings and specifications, or from conditions encountered at the job site, shall be resolved by the Contractor and Owner and such solution shall be their sole responsibility. 2. The Contractor and the Owner shall ensure that the construction complies with all federal, state, and local statutes and regulations. 3. The Contractor or Owner shall install all materials, equipment and components • etc. in accordance with the manufacturer's instructions and accepted methods of good building pactice. 4. The designer shall not be responsible for site conditions such os soil bearing capacity, depths of frost lines or water tables, or buried structures, etc. The purchaser of these plans shall be responsible of these plans & shall be responsible for the correct siting on the house of the property and for confirming with all requirements for siting. We do not guarantee that a house plan will fit o particular property unless we receive in advance of the plans purchased, a legal survey plan of the property and a copy of the applicable zoning by -lows stating the required setbacks from all property lines, and unless we undertake in writing that the house will conform to the siting regulations of the by -laws for the particular parcel of land. 5. Construction loads on the structure caused by interim storage of materials or use of equipment shall not exceed the design loadings. 6. The designer shall not be responsible for any departure from the drawings and specifications authorized by any official during the course of construction. Dimensions shall in all cases take . precedence to scale. . Structural 'Specifications 1. Concrete a) General: all concrete to be minimum 2000 p.s.i. Strength at 28 days unless otherwise specified. b) Walls: grades shown on side elevations ore arbitrary. Owner or builder to adjust height of concrete walls to suit grade and adjust thickness of walls to conform to the height if required. Retaining walls other than the foundation walls of the residence ore beyond the scope of these drawings. a) Footings: concrete footings must be placed on undisturbed or compacted soil at an elevation below the frost line. It shall be the responsibility of the owner or builder to have the footings redesigned to suit existing conditions. d) Retaining walls: backfill shall not be placed against basement retaining walls until: i) Concrete or masonry grout has reached its specified 28 -day strength ii) And, the structural floor framing (incl. Plywood subfloor) required to stabilize the walls is complete and fully nailed and anchored. e) Reinforcement shall be placed according to good building practice and adequately supported by concrete, metal, or other approved chairs, spacers or ties and secured against movement during pouring concrete. Tack welding is not permitted. 2. Framing a) This plan is designed for a 40 p.s.i. Snow load and a 10 p.s.f. Dead load. It shall be the responsibility of the owner or builder to determine the snow load in the area in which the residence is being built and make adjustments in the size of the structural members to compensate for additional loading, top the satisfaction of local' building authorities. b) The design of members used for structural purposes has been based on Na , 2 or better Douglas Fir' os shown in the "Span Tables for Wood Joist Rafters and Beams in the most recent edition of the Uniform Building Code. The use of different species of wood must conform to the same tables. c) All lintels to be 2 -2 "x10" unless noted otherwise. All load bearing beams and lintels shall have 3 1/2P minimum bearing. d) All concrete to wood contacts shall be damproofed with 6m1 polyethylene or 45 lb. Tar saturated felt or pressure treated wood. e) Flash over all exterior openings. f) Caulk under exterior doors and both sides of chimney. g) Floor joists shall be doubled unaer all partitions which are parallel to the joists. Daoc)c).--- i o TITLE PROP, RESIDENCE FOR MR. GURDIP SINGH LOT #2 ©46TH AVENUE S. OWN: SCALE: CHKD: DATE: NO. ARVIN 1/4 " -1' SEC 6/20/00 REVISION T B b u t / ,.. No 0 ;J PE DRAWING NO. DD00- 1025 -P3 SAP 0 it OF Itli ilLA AlpROVCU CT 10 /1311 CII'( CFETUKwILA RMIT GENIEF V it 18 4 / 13' .3' -6' /i P J 1 1 I L_ 46 4' 2 "x10 "@16 "O.0 CORBEL FOUNAOATION FOR CONCRETE STEPS. NO CONCRETE AGAINST 0000. 20' 10' -4 J FL r 8" L_ P IG` f "± NT5 urs 1 6 "X6" POST ON 10 "x10" CONC. PIER ON 3'%3'X10" CONC. FOOTING TYP. CRAWL SPACE & FDN. PLAN SCALE:1 /4 —1' Structural specs. continued 3. Plumbing & Electrical All materials, equipment and methods of installation shall be in accordance with the conditions as provided for in the Uniform Building Code, and applicable state or local codes. When the owner's property is not located on a municipal sewer system, the owner or contractor shall be responsible for the submission of plans to the Building Dept. for approval of a septic tank and drain field in accordance with current local requirements. 4. Heating a) All hot air ducts to be overhead in attic, unless specified otherwise. b) Cold air return registers to be located and installed for maximum efficiency by qualified heating contractor. 5. Roofing a) Roofing materials to comply with the applicable section of the Uniform Building Code. 6. Windows a) All sash must be approved by local authorities — vinyl and slide openings unless otherwise indicated. 7. Site plan a) Customer or builder to provide property elevations at points marked before applying for mortgage or building permit. b) Customer to provide north arrow on blank compass rose provided at site plan. 8. Miscellaneous a) Base moulding at all floor and wall junctions where required b) Provide drop ceiling over 5' tub and shower, grab bar, shower curtain rod, towel bar, and tissue holder (provide backing) a) Floor finishes bathroom vanities, bath splash, and kitchen cabinets to specifications of owner or builder. d) Approved locking medicine cabinet to be installable in at least one bathroom. Da000-3 �o TITLE PROP. RESIDENCE FOR MR. GURDIP SINGH LOT #2 046TH AVENUE S. DWN: SCALE: OHIO: DATE: NO. ARVIN 1/4 " -1' SWC 6/20/00 REVISION OCT 1 3 2'303 Q:: ., ...,50 1 L DD00- 1025 -P4 RECEIVED CITY OF TUK'�:ILA OCT - 9 2000 PERMIT CENTER SAP G 6 I.41L Pay va" oRywALL 30 R-- i„ 1 LIVING ALL LINTELS 2-2"X10" D.E. #2 U.N.O. BY P.ENG FLOOR EL. 324.56 BEDROOM TSP. 70P OF WINDOWS AND DOORS FLOOR EL. 316.50 DOUGLAS FIR 1&2 5/6" TWO PLYWOOD 2012: JOISTS 016 0.0 CLUED AND NAILED 2"X2" BRIDGING 311 3-2"X10" REC.ROOM S 244,0 1 120.C C . OR 6. " KITCHEN GAMESROOM ANCHOR ea, SILL G,KETS FINISHED GRADE / DAMPROC,,G 12 . CFNCK DRAIN , LE FLOOR EL. 311.58 Jo comcgErE A t (o 0 MIL POLY, COMPACTED SAND n FINISH TO CODE -FRAMING - INSULATION - V.B. - DRYWALL MIN. 8" CURB WALLS TO ACCOMMODATE RADIANT HEAT AND INSULATION 7 --Got4cRETE - TILE RcoF BuiLoiNG RAWER M7g'Cl PLYtucoo OR 5 /e, °V; 066614 EARED TRUSS E_5 =Ms VENTED ALUM, SOFFIT STUCCO. WIRE MESH # 10 BUILDING PAPER 1 /2 IXT. GRADE PLYwOOD, OH "gdosa 2 STUDS 016 O.C. G*1 INSULATION, 6MIL POLY V.B. ID/ tc,"frind flea SOFFITS 3-2"X10" BEAM 4" THICK CONC. SLAB, 6 MIL POLY, COMPACTED SAND. SCALE : 1 /2"= 1 POSTS SOFFITS 2"XV4 @ 16" O.C. D A - ife Tr SIDING, 1110 BUILDING PAPER 3/8" EXT. GRADE PLYWOOD,2"):4" STUDS @ 16" O.C. R Int StiLA RR RAD IfitV 0 sun (TYF) CROSS VENTILATION DETAIL OVER LIVING AREA 5/8" T&G PLYWOOD WITH APPROVED ROOFING MATERIAL 2"x4" @ 24" D.C. 1" AIRSPACE • LIVING AREA LxUL 9,30, 2"Xlef" @ 16" O.C. INSULATION 1/2" DRYWALL 3/8" EXT. GRADE PLYWOOD NAILED 6"O.C.,2"X4" STUDS @ 1 6" 0.C. p-14. F INSULATION, 6MIL. POLY V.B. TUKVVILA POSTS 60 DO003fO An PoOTINco EWAN 4" Mlivimum ge 3. FI LTER FAbic2.K. WRA9 OWN: SCALE: CAKE DATE: NO. ARVIN SWC Girl iiFIiTsiIJ OCT 1 3 TITLE PROP. RESIDENCE FOR MR. GURDIP SINGH LOT#2 ©46TH AVENUE S. AS NOTED 6/20/00 REVISION DRAWING NO. DD00-1025—P5 cASMEA. OCT - 9 2000 SAP J E.EL.= 314 / P.EL.= 314 E.EL.= 314 P.EL.= 314 A N j BALCONY DRIVEWAY EXPOSED AGGREGATE 20' NOV 10' 55'E 77.62' 12 12 PROPSOED RESIDENCE MAIN FLOOR = 316.50 TOP FLOOR= 324.56 TOP OF PLATE= 333.62 SKIM COAT= 311.58 AVG. BLDG. GR.= 313.82 n DECK BALCONY WALKWAY ,G E.EL.= 314 P.EL.= 314 77.68' 46TH AVE. S \ D \L E.EL.= 313.5 BALCONY P.EL.= 314 OUTLINE OF FLOOR 3ELOW S01' 09' 00 'W 10' WIDE AREA TO BE DEDICATED FOR R.O.W. PURPOSES UPON REC. OF THIS SHORT PLAT (FROM SURVEY) 25' -6%2" 24' -6%2 24' -077" 23' -8%2" 25'' -6 %" 7) ai co n co CA CO N CO -CO OTC tT tM Lei el r" { CopF 0'G, co" Whole house ventilation system shall supply outdoor air to all habitable rooms through individual outdoor air inlets. Habitable space is defined as space in a structure for living, sleeping, eating or cooking. Bathrooms, toilet compartments, closets, halls, storage or utility spaces and similar areas are not considered habitable spaces. Provide not less than 4 sq. in. of free area of opening for each habitable space, Whole house ventilation requirements for 5 bedrooms shall be a minimum of 120 CFM at .25 w.g. nutone qt. 80 is 62 CFM at .25 w.g. *Use two qt. 80 nutone fans each on clock timers. AVERAGE BUILDING GRADE CALCULATION (STATE OF - WASHINGTON) • SITE PLAN SCALE: 1 /8 " -1 ' MIDPOINT ELEVATIONS AVERAGE BUILDING GRADE 313.82 Note: - Owner /builder to supply any missing dimensions required on site plan. Legal description, name of street(s), north arrow, floor and lot elevations, location of services, etc. -All dimensions shown on site plan to be governed and approved by all authorities having jurisdiction before sotarting construction. - Grade to slope a minimum of 1% away from building for surface water run -off, builder to be responsible for any required swales. - Any retaining walls required to be built according to good practise and are entirely the responsibility of others. - All grades, elevations, and dimensions shown on site plan to be checked and verified on site by builder before excavation. D CITY OF TU r;17. APPNOvEn :. OCT 1 3 (50 TITLE PROP. RESIDENCE FOR MR. GURDIP SINGH LOT #2 ©46TH AVENUE S. OWN: SCALE: CARD: DATE: NO. ARVIN AS NOTED Swc 6/20/00 REVISION TUrnn,., , A NOT[ ccrY DRAWING NO. DD00- 1025 -P6 SAP 0 CEIVED )F TJ�MlILA PERMIT CENTER EL 1 EL 2 DIST 1 DIST 2 = ELEVATION A 314 314.00 10.00 20.00 0.00 314.00 B 314 314.00 4.25 8.50 0.00 314.00 C 314 314.00 5.17 10.33 0.00 314.00 D 314 - 313.50 6.83 13.66 1.00 313.00 E 314 313:50 24.09 48.19 1.00 313.00 F 314 314.00 6.50 13.00 0.00 314.00 G 314 314.00 2.85 5.66 0.00 314.00 H 314 314.00 6.33 12.66 0.00 314.00 I 314 314.00 6.77 13.54 0.00 314.00 J 314 314.00 9.17 18.33 0.00 314.00 K 314 314.00 31.05 62.10 0.00 314.00 J E.EL.= 314 / P.EL.= 314 E.EL.= 314 P.EL.= 314 A N j BALCONY DRIVEWAY EXPOSED AGGREGATE 20' NOV 10' 55'E 77.62' 12 12 PROPSOED RESIDENCE MAIN FLOOR = 316.50 TOP FLOOR= 324.56 TOP OF PLATE= 333.62 SKIM COAT= 311.58 AVG. BLDG. GR.= 313.82 n DECK BALCONY WALKWAY ,G E.EL.= 314 P.EL.= 314 77.68' 46TH AVE. S \ D \L E.EL.= 313.5 BALCONY P.EL.= 314 OUTLINE OF FLOOR 3ELOW S01' 09' 00 'W 10' WIDE AREA TO BE DEDICATED FOR R.O.W. PURPOSES UPON REC. OF THIS SHORT PLAT (FROM SURVEY) 25' -6%2" 24' -6%2 24' -077" 23' -8%2" 25'' -6 %" 7) ai co n co CA CO N CO -CO OTC tT tM Lei el r" { CopF 0'G, co" Whole house ventilation system shall supply outdoor air to all habitable rooms through individual outdoor air inlets. Habitable space is defined as space in a structure for living, sleeping, eating or cooking. Bathrooms, toilet compartments, closets, halls, storage or utility spaces and similar areas are not considered habitable spaces. Provide not less than 4 sq. in. of free area of opening for each habitable space, Whole house ventilation requirements for 5 bedrooms shall be a minimum of 120 CFM at .25 w.g. nutone qt. 80 is 62 CFM at .25 w.g. *Use two qt. 80 nutone fans each on clock timers. AVERAGE BUILDING GRADE CALCULATION (STATE OF - WASHINGTON) • SITE PLAN SCALE: 1 /8 " -1 ' MIDPOINT ELEVATIONS AVERAGE BUILDING GRADE 313.82 Note: - Owner /builder to supply any missing dimensions required on site plan. Legal description, name of street(s), north arrow, floor and lot elevations, location of services, etc. -All dimensions shown on site plan to be governed and approved by all authorities having jurisdiction before sotarting construction. - Grade to slope a minimum of 1% away from building for surface water run -off, builder to be responsible for any required swales. - Any retaining walls required to be built according to good practise and are entirely the responsibility of others. - All grades, elevations, and dimensions shown on site plan to be checked and verified on site by builder before excavation. D CITY OF TU r;17. APPNOvEn :. OCT 1 3 (50 TITLE PROP. RESIDENCE FOR MR. GURDIP SINGH LOT #2 ©46TH AVENUE S. OWN: SCALE: CARD: DATE: NO. ARVIN AS NOTED Swc 6/20/00 REVISION TUrnn,., , A NOT[ ccrY DRAWING NO. DD00- 1025 -P6 SAP 0 CEIVED )F TJ�MlILA PERMIT CENTER SHEAR WALL SCHEDULE ' MK. SHEATHING TYFc THICkWE$5 APPLY TO BLKD - • UN- SLkD SHEAR L35, /FI NAILS N61L oR" srm.E • - STALES Igh'g4 MOTES WOW 1M. 0 IN. G lN. A FACE': SIZE_ 6 OCG * X.' AN. FIELD 5-_-a IN. - GA. LOTH W. O 4-- ER4L- FOLD -AWCH. OWNS &JETS • A ( %2 . , - , - 47 8d (0 12 15 1/2 (0 1(0 N1 - - B I /2 7 /61 • V V • t12 8c1 , t2 15 1/s (0 to `N2 - - C� 15 /62. 7/6 v V 70.7 8d • (0 12 15 IA (a 1(o N3 - - D 1 /32 7 ,4 a ✓' 2:(a Sd 4 12 15 1Y2 4 8 N4 N5 - E I %2 • ✓ - v 132 5d 4 4- - - - (D MG - - I %d2 7 16 V v 182 8d G. 12 15 a 6 I& 1`17. NS - G 1 12 7 /(0 V ✓ 60 ad G 12 15 IA ro 16 M9 - M22 H 15ga 7 /6, ✓ ✓ . 283 $d -.4 12 15 1%2 , 4 8 MO N11 N24 I .15 /32 7 4 ' 0 •V v 1 I I Sd (0 12 15 IA 6. l6 1412 ® N22. M14- N15 1,124 L7 6 7 /0 V V .2(O 8d '4: 12' 15 1 4 ' 8 K 1 /2 7 i ' • V V 2% 8d 4 12 15 1`/2 ;4• 8 NT(0 N17 N22 [� M 1/ v - 1./ 134 5d 4 4 - - - lea N18 '1■119 — IS /.�z 7 4'o V ✓ 246 8d 4 12 1:5 1/ /• 4 • .e- N20 M21 N23 KI "I 5HEAR WALL5 DESIGNATED ® SHALL BE 5UrEATII1_D CDX PLYWOOD OR . OSO DLOCRED, 7 FACE BOTH FACES 0, NAILED WITH 0 NAIL. ,.. O.C. OR 15 GA X 1fe STAPLES AT (v O.C. AND 1'7_" o.C. IN FIELD• M 2 _HEAR WALLS DESIGNATED ® SHALL OE 5HEAT116D W J 15 COX PLYWOOD oR 7�6" osB, ELOCI<ED, 1 FACE ©, 1301 - 11 FACES ❑, MAILED WITH _ 8 . 1 WAILS AT �" O.C. OR IS GA X I K r' STAPLES AT � O.C. AND _ 2 U.C. IN FIELD. « N 3 SHEAR WALLS DESIGNATED © SHALL BE SIIEAIIIED v 1332 CDX PLYWOOD OR 7 16 " ODE, 13L,OCI<ED, 1 FACE a 13oT FACE5 ❑, MAILED WITH _ g4 NAILS AT 6" O. C. OR 15 GA X - I AT 6" O.C. AND / U.C. IN FIELD• N ` SHEAR WALLS DESIGNATE(? © SHALL EE SIIEATIIHD I'UJ /32 COX PLYWOOD OR 7 4 ' 6 " OEET, ISLOCKED, 1 FACE �(, f3o111 FACE5 ❑, NAILED WITH I « 8� I HAILS AT 4 " 11 o. C. OR /5 c,A x I/ STAPLES AT '>` « 0.C. AND /2" U.C. IN FIELD. M 5 LIsE SIMPSON 5T622r( STRAP TIE EACH SIDE OF SHEAR PANEL 1V7 28 - (6d (.;AILS IH DOUBLE STUDS AEOVE AND (3ELOW FLOOR AND IN RIM JOl5T BEAM ATGARAGE) (2u -( TOTAL EACH STRAP) • SHEAR WALLS DESIGNATED O S(- IAI..I_ DE SI ICAINE - -D IV/ ( /2 " GWD, 1 FACE ❑, 130TH FAC615 � ELOC1 <ED ®, UNBLOCKED ❑, W J 5,1 WALLBOARD NAILS AI `I 0 C Ar ALL STUDS, TOP a: F30TIOM PLATES ( 4 .E }LOCI<ING IF (J5ED) SElEAR WALLS 17ESIGNATC(7 O SHALL BE SHEATHED I %1• n CDX PLYWOOD OIZ ?W6," 053, BLOCKED, 1 FACE �, 130111 FACES❑, MAILED WITH Ed NAILS AT 6" O.C. OR 16 GA X 1 72-" STAPLES AT &" O.C. AND 12" U.C. IN FIELD. N 8 USE SIMPSON MsTA L'( STRAP TIE. EACH SIDE OF SHEAR PANEL W7 IS -IOc) MAILS IN DOUBLE STUDS ASCVE FLooR AND IN RIM JOIST OR WINDOW HEADEI.((8 -Lod TOFAL EACH STY_AP) 9 N `: SHEAR WALLS DE=SIGNATED ® SHALL BE SWEATING!) Wi I5/2 CDX PLYWOOD O12 7/6" ODE, ELOCI<ED, '1 PACE 0, 130TH FACES❑, NAILED WITH 8d II/ « 6 WAILS AT 6 O. C. OR IS G X ? 5TAPLC�S AT_ O.C. AND 1 U.C. IN FIELD• Li 10 S HEAR WALLS DESIGNATED 0 SHALL BE SHEATIIC-D i7 7 15 / PLYWOOD OFZ 7 ,/10" O 13LOCI<ED, 1 FACE ¢(, BOTH FACES❑, NAILED WITH 8d NAILS AT 4 "" O.C. Uri 15 GA X IVz" STAPLES AT 4 O.C. AND I2" U.C. IN FIELD• N II USE 5IMP5oN HPANO22 HOEDOWN EACH SIDE of SHEAR PANEL Iv7 // _ /(pc/ A/A /G5 IN DOLIDLE TRIM STUDS AND IN RIM JOIST OP, 13LOCK /Alc. ro rn L EACH HOLLOU/.V) SHEAR WALLS DES IGNATED Q SHALL WE SHEATHED I (5 CDX PLYWOOD OR %r 6 " Oss, DOCI<ED, '1 FACE U, 13oTll FACES MAILED WITH ad NAILS AT 6" O.C. orl 15 GA X I/? STAPLES AT (O O.C. AND 12 U.C. IN FIELD. N 13 USE SIMPSON PAIID42 HOLDOWN EACH SIDE of SHEAR PANEL 117 8- (hod WAILS IN DOUBLE TRIM SCUDS AND IN RIM JOlsr ToTAL)E/E H FIOWOLUN) SHEAR WALLS DESIGNATED O SI(ALL WE SHEATHED `7 02'1 CDX PLYWOOD OR 7 //6 ODE, (SLACKED, 1 FACE ©, 13oTI1 PACED 0, MAILED WITH Ed WAILS AT q O.C. DIt 15 GA X I1/4 STAPLES AT 4'" O.C. AND 12' U.C. IN FIELD. (� 15 UsE 51MP5oW NFAr(D22. HOLD01A/IJ EACH SIDE of SHEAR PANEL v7 11 - /!ao M4/1.5 IN DOUBLE TRIM ETUDE AND IN RIM JOIST ( / / - /G d TOTAL Ltd EACH HOLDOWN) N 10 SI(EAR WALLS DESIGNATED OK SIMLL BE SHEATHED W 4 CDX PLYWOOD OF 16 05W, SLACkED, 1 FACE J , 130TH FACES ❑, NAILED WITH ed WAILS AT 4 " O.C. OR 15 GA X 11/2' STAPLES AT Q" O.c. AND l2" U.C. IN FIELD. N 17 USE SIMPSON (1PAllb22 HOLDOWI.1 EACH SIDE OF SHEAR PANEL IV 11 I(ad (J AILS IN DOUBLE TRIM STUDS AND IN HIM JO(ST" ( II-16 d TOTAL IN EACH HOLDOWN) M 12 N 1'1 14_18 SHEAR WALLS DESIGNATED O SHALL EE SHEATHED I 1 VI /2 GWD, 1 FACE ❑, 130TH FACES ® L3LOCE <ED�, LINDLOCI <ED ❑, 57 5d" WALLBOARD NAILS AT 4' C AT ALL 5IUDS, TOP #. bO PLATES (+ .E}LOCI<ING IF USED) N IS USE 51MP5oni LSTAIS STRAP EACH SIDE of SHEAR PANEL 1V7 (4 -IOd HAILS IN DOLIDLE TRIM STUDS AND IN RiNI JO(sT ( 14 -IOd TOTAL IN EACH HoLDowsI) / N 20 SHEAR WALLS DESIGNATED'® 511ALL BE SHEATHED .7 6 CDX pLYW00D OR 7 /10c" 053, 13LOCI<ED, 1 FACE ®, I3OTII FACES 9, MAILED WITH Ed NAILS AT 4 - " O C. OR 15 GA X We STAPLES AT 4 " " O.C. AND I U.C. IN FIELD. H 21 USE 51Mr5oN HPAHD22. HOEDOWN EACH SIDE of SHEAR PANEL 57 II- IcSd NAILS IN DOUBLE TRIM STUDS AND IN RIM JoIBT ( II -16d TOTAL) N 22 'INSTALL 5 /S DIA. x 10" ANCHOR COLTS 117 7 " MINIMUM EMBEDMENT AT '6,1-0 MAXIMUM O.C. INSTALL WITH SIMPSON BP / PLATE WASHER. WASHER DIMENSIONS 2" X 2 " x 3 4' ". N 23 ' INSTALL 5 /8 " DIA. x lo" ANCHOR BOLTS 117 7" MINIMUM EMBEDMENT AT '4 - 6 MAXIMUM O.C. INSTALL WITH SIMPSON 13P s � - 2 BEARING PLATE WASHER. WASHER DIMENSION5 2" X 2" x 3 .b " . N 2q- 'INSTALL 5 (8 " DIA. x (O ANCHOR BOLTS ti7 7" MINIMUM EMBEDMENT AT ' - D MAXIMUM 0.C. INSTALL WITH 51MP5ON BP5/8 -2 BEARING PLATE. WASHER. WASHER DIMENSIONS 2" X 2" X ' (o" . N 25 8001= DIAFIIIZAGNI USE ( / PW O(z 5/n 000, UNBLOCKED, 1WJ 100 MAILS AT (a" O.G. OR - IS GA..x 1 /B AT 6" O.C. AT PAD EL EDGES AND DIAFIIRAGM BOUNDARIES MID I2" IN FIELD. N 26 FLOOR DIAPHRAGMS USE 5 /6" T * PLYWOOD, UNBLOCkED, W,/rod NAILS @ (c O.C. AT PANEL EDGES Alto 10 O.C. IN FIELD. GLUE WITH DAP4000 GLUE ,WITH ( A4 2 )- " DIA. BEADS AT PANEL EDGES AND (1) -W4 01A. x 12° BEAD AT 24" O. C. 1,1 FIELD. * ALTERNATE FASTENER ** AT PANEL EDGES AND BLOCKING FOR PW & OSB AT ALL STUDS, TOP & BOTTOM PLATES& BLOCKING FOR GWB *5* USE 16d NAILS AT. SPACING SHOWN STAGGERED. 3/8" TO 1/2" MAXIMUM IN RIM JOIST OR BLOCKING NOTE: ALL EXTERIOR WALLS NOT DESIGNATED AS' SHEAR WALLS SHALL BE SHEATHED WITH MINIMUM. 15/32" CDX PW OR 7/16" OSB bR 7/16" T1 - 11, BLOCKED, N/Rd NAILS OR 15 GA. X 1 1/2 STAPLES AT 6" O...C.•AT PANEL EDGES & 12" O.C. IN FIELD: 51MPSON MSTA24 (NOTE NE) SIMPSON ST6224 (ROTE NE) ' 51•P501 M5TA24- (NOTE NE) UPPER STORY SHEAR WALL DESIGNATIONS AND HOLDOWN LOCATIONS SIMPSON HPAHD22 (NOTE N11) SIMPSON LSTAIS (NOTE N19) U 51MPSON HPAH'D22 (NOTE M11) MMN''STORY SHEAR WALL DESIG,NAT(ON5 AND HOLDOWN LOCATIONS DOOO- 310 r: DENNEY ENGINEERING, INC. 38809 191st Ave. GE Auburn, Washinglon 98092 Phone & Fax (253)939 -1373 Slruclural Engineering Services SIMPSON 5T6224• (NOTE NE) SIMPSON HPAHD22. (NOTE 142.1) 51MPSON HPAHD22 (NOTE N15) RESIDENCE i' MR, GURDIP SINGH LoT 2. 4-6TH AvE 5. 'rUKWILA, WA- SCALE: N0N5 9/6/50 DAT 51lAPSON PAND42 (NOTE N13) APPROVED BY: CITY OF HEMP. OCT 1 3 71:009 • 'L LATERAL FORCE /NFORMAVON PERMIT CENTER BRAWN BY ERD R EVISED DRAWING NUMBER S -