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Permit D98-0044 - PIERRE MARY JANE - FIRE DAMAGE REPAIR
�: �� �' C City of Tukwila C, (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 004000 -0585 Address: 4620 S 146 ST Suite No: Location: Category: ASFR Type: DEVPERM Zoning: LDR Const Type: V -N ' Gas /Elec.: Units: 001 Setbacks: North: Water: 125 Wetlands: Contractor License No: OCCUPANT PIERRE MARY..JANE 4620 . 5 146 ST, TUKWILA WA 98168 OWNER PIERRE EDWARD G 4620 S 146TH ST, SEATTLE WA98168 CONTACT GALEN HOLMQUIST 23632 HY 99 F -311 EDMONDS WA -98026 CONTRACTOR PARADISE CONSTRUCTION INC -19312 88 AV W, EDMONDS WA 98026 Permit Center Authorized Signature: .0 South: .0 East: Sewer: _VAL 'VUE Slapes.: N PARADCI077PN Print Name: l c,-1„ c : i°4!`G‘4 Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: .0 West: Streams: D98 -0044 ISSUED 02/13/1998 08/12/1998 DWELLING 1994 NONE .0 Phone: 425,.775 -4115 Phone: 206._718 -3888 r***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: REPAIR OF FIRE DAMAGED RESIDENCE. r****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 80,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng.."Appr: Curb Cut /Access /Sidewalk /CSS N Fire Loop. Hydrant: N No: ' S'ize(in): .00 Flood Control Zone: N Hauling: N Start Time: End •Time:,' Land Altering: N Cut': . Fill: 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 Drainage: N Street Use: N Water Main. Extension: N Private: N Public: N k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ n 1,262.21 k************************************** ***********, * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. 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 perfor ce of work. I am authorized to sign for and obtain this development e it. �� ,Sol`,. ,l Signature: 2l/'rt.�Cf�' `- Date: .5' This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. I:: • Address: 4620 5uiite en.ant Status: ISSUED Type: DEVPERM applied 02/124,1998 arce.1 ; #: 004000 -0585 Issued: 02/13/-1998 k *'k ** ** * * *A ** ?er rn1 t.: Cdnda'tions. N•o changes: wfl 1. he made to the plans Unless approved by the: Architect`. or Engineer. and,„,the Tukwi.,la Building Division. Plumbing per tits �ncy, in shal , 1 e ob;t yin d,�t r„e h the Seattle I C Inspeciun Departmen ty:' Yot P ilo `ic Heal'th:- Pjtrn►bi wi11 b e :cte�i b that a g 4. .�st at ; a g inclu•d ";al`l�g'a ?s,,piping X1296 4! 22 ,.Y ✓gyp t �p 1 j r 1 � N } .i � �t . r u S� b � Eiectri pet nits 4 1 1�, be obtained , t7 Washi ngton tatLabor and In 1ustr;ies s and ai 1 elcctr wor k ;1111 tie inspected? byy 'that ageric (2486630). A:l l echan i ca l work* °shat ;1, be under separate p rmi t issued b he City Of Tul'wila \ sly r, ' va • A 11 p er mi ts�, inspection ' records', and :approved fans shall be ' T4ble •att ;the 7ob`s'i 'prior to : ` the start of L k.y. 3, sr c .� 1 � S uc ion °Thee i documents,, }are to be maintained pi ,and b Teunti 1 fina cpectyi'on :approval is. granted �'<.�s� zti •. ny',expose 'd i nsu1at1ons;rbacking ter ia1, shal have a Flame. Spread Rating ,of 2S• or lens, and material 'shall bear, i dent: C Al ic -at ion 'shoWi.rig the fire ;p�g.rt,or,rce rating (hero • al } Vidi ty erm s permit �of Pit Th r�ua c of c4 or • app,r oval S plans, Spe ci,f teat i.uns, sand computations' shall not be con- s trued t be a .., m i tr fors: or 4 ati ap prova 1 of , any r ti i`o l atk,l o o ' any of the ,provis i on 'of then : :bu,i lwdi ng code or a�f za ny y,fy^ other? ur d' nance otr > +Kthe jluY'l Y No permit pi esuming�tGO Five authority: to violate or ca,p6e,'•-the-:p,rovs of •this. code s h a l l { be valid F ,_.,._ r 31,�T oon noise to be compl wisth 'chapte f� i ,the" City of Tukwi:la.,Muni,cipa1 Code t ` } can. be `ott,`ained at City Hall in the ottf..,,i.ce': of the,'-City, VEt4 'ILATI.(1N, IS 'REQUIRED FORr.ALL NEW. .RO0MSk AND SPACE'S'`' :QF NEW. OR 'EK ?Ik5TIN,G •B,UILD•I;NG S IN CONFORMANCE WITH THE +;UNIFLIRW BUILDING COD AND :THE.: .WASHINGTON ...TA VENTILATION' AND INDOO E. AIR QUALITY CODE, r CHAPTER51 -13 WAC.` .r' • fi 10'. Notify the;:Gity of Tukwila !di'ng Division i to placing anty ..Th�i,s" procedure is ir),:a ion to requ i rement's f ar- .: . s pec i a`1 I.n o n Description of work to be done: 44 - Pde. G/ •e- r- Type of work: ❑ New Single-Family Residence ❑ Addition - Single-Family Residence 9 Y 9 Y ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure • ❑ Garage(s) . ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: M Sewer . ❑ Septic (K County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: a i �3 r sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck City State /Zip: Floor Area Ratio: (total floor area of all structures divided by the area of the lot) Contractor: �1S ��✓ 5'�•iv C "For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling Phone: ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Project Name/Tenant: P err-' .� curl �Tc�� � � V alue of ') nnc) i Ocl Site Address: City State/Zip: P-0 s / � � -f' � Ta pe u er: g� tub os &5 Property Owner: M,4 i T illive i) t , ea...4Q_ Phone: Street Address: r City State /Zip: Fax #: Contractor: �1S ��✓ 5'�•iv C Phone: Street Address: �^ C Stat .36v. 3� � 9- t- i ii E ...a Fax #: Architect: I 4 � CC Phone: 4*5' 2-90 6,s ,g 4c4 s' Street Address: City State /Zip: Fax #: Engineer: ," W te ^ ; P � 6 o ict 3q6 S q Phone: . Street Address: ' City State /Zip #: Contact Person: s_,,, . t- Phone: Street Address: C — P e /0 3 d ( r- ty State /Zip: Fax #: x-3-5" 77 s Is _ Single - Family Residential Permit Application OR SFAFF USE ONLY � 1A � rhlNt: ':, • 4 MOW r CITY OF TrCWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Project ermit Num Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANT REQUEST FOR PUBLIC .WORKSSITE/CIVILPLANREVIEW'OF THE'FOLL'OWING:' (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sewer Main Extension 0 Private 0 Public ❑ Water Main Extension 0 Private 0 Public ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Street Use ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal ❑ Miscellaneous Schedule: 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: -9 Date e Wt10 iyplre ill s: _ cI pp icati initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 BUILDING OWNS AU ORIZED A EN Signature: All '�� ' , _ ,M1 Phole:7I. Date: , , , 3 F . # :. Print name: • Ad • c s ,, - 3 - .rz . 4 r / / City at /Zip: �+ � �.�. © �Q-J / 64_4- y ALL SINGLE-FAMILY RESIDFNTI4. ERMIT APPLICATIONS MUST BE Q'' MITTED WITH THE FOLLOWING DRAWINGS PREPARED BY ..iEGISTERED ARCHITECT OR PRO SSIONAL 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 -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ 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) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ 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 ". 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 PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SI=PERMIT,DOC 2/13/97 .„. '''' . — ' ' '''. ' . '. '''' ''''' *.*** .. • *•,* *.A * * ***1.k k'fFc ..*./!,*.: 1......... , tr. T Y- OF ::',::;:til): 1 fl.:.: . .:1'::::,..' 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'.,,...:....; :1 .... , fla1ance 00 ce'liunf'. '.Gode eser i On • • . ' ...- . .:. .. : -::.:'...:.',:, ,.. .' .. ' Amount -- .....],c ' ....': ,.;;:„ :, 7 :iRANSMITL:Numr.sert ,;R9700713 Amount: Payment Method:, Clih.CIS. Permit No D98-0044 :Type: 000/322 10.0 RES 762.25. ()00/345,',13:30 PLAN C141Cti RES • 495.46's 000/386,904 „ EiTATE BU11..01148, SURC'elARG , 4,50 s 1,14`tiv., INSPECTION RECQ ') Retain a copy with p` .))► ,nit INS C • NO .. PERMIT NO, C ITY OF TUKWILA BUILDING DIVISION f�l 6300 Southcenter. Blvd #100; Tukwil WA 98188 �� (206)431-1670 roject � /L r / // i . e of insp cti • n: Address: Inspec COMMENTS: Date called: Date "wanted: Requester: ili Phone Corrections required prior to approval. Datey a $42. EINSPECTI FEE - (WIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, CaII to schedule reinspection. IN PE • NO. CITY OF. ' TUKWILA BUILDING DIVISION'. 6300 .Southcenter Bivd , #100, Tukwila,' WA 98188 Project: r C., Special instructions: Type of inspection: Le 4 . Date called: Date wanted: "Requester: i i\ U Phone No.: `Approved per applicable codes. (206) 431 -3670 Corrections required prior to approval. COMMENTS: .4 2-) (� S42.00: REINSPECTI • FEE REQUIRED. Prior to inspection, fee must , be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection; project: ...,. p r.¢ �" . a r Type of insp ction: Address . 4ipb S.: I4 6 s�- . Da calle r 0 fi q .. Special instructions: , 4"i h { W �c� A use a!�` .. Date wanted: �� Requ ter: 1 Q- r `t '�' -ate . p 1 Phh e� Phone No.: v 2O 2.� 3.. 724 t.; 19 g - '6A44 PERMIT NO. f j INSPECTION NO. CITY.OF TUKWILA BUILDING DIVISION 6300' Southcenter .Blvd.; #100, Tukwila, WA 98 .0 EINSPECTIO FEE REQUIRED. Prior to inspection, fee must e aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recent No.: Date: ;Approved per applicable codes. SPECTION REC etain a copy with (206) 431 -3670 Corrections required prior to approval. INSPECTION REC Retain a copy with NO. CITY OF TUKWILAV BUILDING DIVISION 6300 Southcenter Blvd: #100, Tukwila, WA 98188 Project f p r ' i ` e Mart rof :Address: < ■ �.1 Type of inspVcti /G' Date called: • Date wanted: . N.4e a.m. Requester: Phone No.: (206).431-3670 Approved per applicable codes. Corrections required prior to approval.. COMMENTS: oeta:ey....(62 ( F $42 0 REINSPEC E REQUIRED. Prior to inspection, fee must be paid at 6300 Sout center Blvd., Suite 100. Call to schedule relnspection. Receipt No.: Date: CITY OP:TUKWILABUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Project: Type of inspection y Date called: J Date wanted: �s -yam Requester: Phone No.: COMMENTS: ` I Inspector: Date: c . 574 .8 t ,. Approved per applicable; codes. (206) 431 - 3670 Corrections required prior to approval.. P1 $42.00 REINSPECTIC)1( FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reinspection. INSPECTION NO. CITY: OF TUKWILA. BUILDING DIVISION 6300 "Southcenter Blvd:, #100,: Tukwila, WA 98188 Project: Addre Special instructions: INSPECTION REC Retain a copy with it Date called: Requester: PERMIT NO. (206) 431 -3670 Corrections required prior to approval: COMMENTS: YhrSS 1.cc �'1`1cljJ 6:0-44 o mi F-71-5414— L44'1i- g&Tv eN4As"` wrn,L- /A curd&.- - t67-- 3 I�lTt k#r" C49 k T OZY.34. - S •` Inspector: Date ( El $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No.: Date: • INSPECTION REC Retain a copy with it INSPE ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd` #100,: Tukwila, WA 98188 PERMIT NO. (206) . 431 -3670 Special instructions: Phone ' No. Approved per applicable codes Corrections required prior to approval. Inspector: Date 64-ete $42.00 REINSPECTION ' E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd„ Suite 100. CaII to schedule reinspection. I Receipt No.: Date: rieik 0 5 PERMIT NO, INSPECTION REC Retain a copy with INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981,` Project: Address: Special instructions: Approved per applicable codes: Date wanted: Requester: Phone No.: I Corrections required prior to approval. COMMENTS: Tye o inspection, Date called: (206) 431 -3670 t /.■ P f] $42.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reinspection. I Receipt No.: Date: Project: Lrlln2_ Type of inspec^ /— .0&-rm,)4 Date called: Addres :: Special instructions: Date wanted: 21 14 am. Requester: n© Phone No.: 475i— 77 • PERMIT NO. [�7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to. approval. COMMENTS: Inspector: 71 $42.00 be paid INSPECTION REC Retain a copy with iit (206) 431 -3670 1 p ./ i j Date: (?-41 REINSPECTION'FEE REQUIRED. Prior to inspection, fee must at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ri Approved per applicable codes. COMMENTS: INSPECTION REC. Retain a copy with iit Type of in • cti • Date called: Date wanted: Address: Special instructions: Requester: Phone No.: (206) 431 -3670 Corrections required prior to approval. r Inspector: Li $42.00 REINSPECTION IEEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: , ..." 40 -'"' Date: INSPECTION .REC Retain a copy with INSPECTION NO. CIT OF TUKWIL Y A.BUILDING DIVISION 6300 Southcenter: Blvd., #100, .Tukwila, WA 9818 PERMIT NO. eype of inspe Approved: per applicable codes: Receipt No.: Corrections required prior to approval.. $42.0 INSPECTIOW FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite. 100. Call to schedule reinspection. Date: INSPECTION AEC Retain a copy with CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter, Blvd., #100, Tukwila, WA 98188 A ,Approved per applicable codes. 1 I Receipt No.: I CA5 PERMIT NO. (206) 431-3670 Project: r, Address: Type of inspection:,.. Co 14 Date called: Date wanted: r• . / Requester: Phone No.: Corrections required prior to approval. COMMENTS: I Inspector: Date: $42.00 REINSPECT! FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: INSPECTION REC Retain a .copy with IN - ON CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Special instructions: Project: Type of inspection. Date called: Date wanted: Requester: Phone No.: n Approved per applicable codes. Corrections required prior to approval. COMMENTS: s 6e-4-17 Z11.14 ∎S 5.061,- I Inspector: Date: /y 542.00. REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: t i fi. 4... 1 . /.. . Date: PERMIT NO. (206) 431 -3670 INSPECTION REC. Retain: a copy with ikshit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:,. #100, Tukwila, WA 98188 ? trre,, Add Special . instructions: Type of inspectio Date called: Date wanted: 8- 1 41 11.-030 Ce. Approved per applicable codes. Receipt No.: PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: r [1 $42.00 • REINSPECTI • N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Date: Project: T p'e,of inspection Address: L '( p Z O S. / ( Ito ,s-' 'Date called: 2' Special instructions: Z � .- .-'" • .�` Date wanted:r' / „-r .; !� a.m. p.m. �Rec�ue� ter: n ,� Phone No.: 2c4 V75' -3(60 COMMENTS: r i a. ai'i ... INSPECTION REC Retain a copy with fl it CITY OF TUKWILA BUILDING 'DIVISION 6300 Southcenter Blvd., _ #100, Tukwila, WA,9 188 INSPECTION NO. /jpprov`ed per applic ble s Inspector: ( Receipt No.: PERMIT NO. (206) 431 -3670 Corrections required prior to approval. 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Date: • INSPECTION REC Retain a copy with L ►it CITY OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. Pro Addre s: � Laan . 14 1P ,ct■ Special instructions: of i sp�e9�ion. Date ca d: () D Date wanted: z _ Requester: Phone No.: 1 Ott =�i� 105 (206) 431 -3670 Corrections required prior to approval. COMMENTS: I Inspector: Date: ....5/ 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: M.•.ur.kL. A1:.at¢1H�!/r:: 1 CITY OF TUKWILA BUILDING DIVISION 6300. Southcenter Blvd., #100, Tukwila, WA 98188 ck Project Address: '46, 2 :s Special instructions: Type of insp ection• .DEtValled: Date wanted: Requester: Phone No.: c e ...... Approved per applicable codes. COMMENTS: £c)R.r.n Inspector: Date: 3/ s, O J $42.00 REINSPECTION FEE REQUIRED. Prior to ins pection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Receipt No.: .. ..s ... - ..n... .. - i.:l:�1�ur. 41d.:r N• Date: .t..`..wr .Wa ..I.u4�riu • II.A�}b`Pf PERMIT NO. :431-3670 . Corrections required prior to approval. Projgc1: � `� f'"a d m'2. Type of inspectio Date called: tl"G4 Address / ..v .h..... Special instructions: 7 Date wanted: ! . a.r ` Requester: Phone No.: INSPECTION RECORD Retain a copy with p • ,iit INSPE TION •.:. CITY OF TUKWILA:BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: ,jj c _ EJr 47 S kh-z t v c. /S Q I Inspector: L'vALg V r U/J?.� J9- 4'9; 6 54"6?-of:66 PERMIT NO. Corrections required prior to approval. P atel` be, 5,4.----(0 st- 7/0 —3388 26 J ♦ 6 /d F 0 // r 7 �f, (206) 431 -3670 l_rf "i Date: �I xd .1.4W $42.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: COMMENTS: r- ` -d 1 1 L R #- r g' 5-c- 5 Addres . . Date called: .7 / Special instructions! Date wanted: .Z 3'-, P.m. Requester: Phone No.: 17, c-c - cra J `/ — ./ V T r e, l „,-.0 ,,, o,,,,, ,I. ., , .4•• _ode” ._. .i . • • / It , . ✓ A/ e 4/ ✓ 4 t.., ■ i Pro' r Type of inspectio ` Addres . . Date called: .7 / Special instructions! Date wanted: .Z 3'-, P.m. Requester: Phone No.: INS ECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: I Receipt No.: INSPECTION RECORD Retain a copy with P pit 1 Se9P (1 '4 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 • Telephone: (206) 431 -3670 ALL PERSONS ARE HEREBY ORDERED TOIMMEDIATELV STOP WORK PERTAINING TO CONSTRUCTION, ALTERATIONS OR REPAIRS r• l ON THESEPREMISES,AT: `70 212 — / ( , r� - ) o "THIS OR R IS ISSUED BEbAUSE IU!! CITY OF TUKWILA ' - Building Division POSTED 577,i , �M/M �_ �j 19 '�' BY �, r " Name/Ti e - WARNING: Failures to co,mply.'With n th Notice and Order shall subject the ofienIer to a civil penalty of up to $100.00 iofoacOi of t$e first five days that the violation exists and p to $500 for each subsequent day that the violation exists swore -oor. 23-dis 410 s pu, sT SU19 -oe6 1-3-9e 44s20 5 146 ST S W 98 - OOfs 2 -ice N62o S Pk. ST R. Heicit..2, Design Build ervices, Inc. (360) ic33-eae 2/9/98, Existing Family Room Y3 10.5" Wind Loac 0 MPH Exposure 5 p = 13.2 psr to 15' p 0.61■1,3■16.4•1,0 = 14,3 psr 15' to 20' p z 0,12#1.3.1e2.4 15,4 par 20' to 25' 3' CIIY OF MORA APPROVED FEB 1 3 1998 DIVISION I CV Dormer over entry BUILDING RECEIVED CITY OF TUKWILA FEB 1 2 1998 PERMIT CENTER 5 iemic Zone 3 v = ZICW/Rt.0 = 0.3.1.0.2.15/5 = 0.1031.1) - F1 v = ZICt1J/Ris = 0.3 = or:au) - G D18-0044 Fire .Restoration For y Mary Jane Pierre R D. Heide; Design Build Services, Inc. (3/00) ` e3- `x(0S9 2 /9/98 2 / 11 KEY $ - sI -6 +- G2 -1 • - NTT22 Q - 5T36 0- ST24 GI -1 GI -1+ I EXPIRES I L —10 —9) ' Existing Family Room Dormer over entry Y2 RECEIVED CITY OF TUKWII-A FEB 1 21996 ' PERMIT CENTER , ,..,'Oire'Re'Storation•For' F'lerre . C). Design15011c1 Srvice, Inc. (360)193-9659 2/9/98 • e.:1 Distribution iht Siolewall Elevation •-:LUinc! Loac:iS (No Scale) • . 851 • :141 141 851 11S4. 410 • 983 013 014 +0- 832 832 44e 449 416 613 .':••• 1010 1010 CITY CITY OF TUKWILA • FEB 1 2 1998 PERMIT CENTER . r 2 1 9'198 t.. _ Fiae RE 'Fot� t CRY J .40 PIGARE , ; :,. I , � 3 #"+ Cat J t r , • : 1' l I b ` I •3 I h.__,.2d ! . , 4 . i 6 •i. �::. I .* b_ 2 64....p •i r t 2 ;.3'.' ! _. I ► j • I � . .I. 4.••• - ' t l w ,, �" . � _ I . _ I I i ( :: ate. ._ ...P_ h. . I i 7 • —►�_ z I _ _• . p _ _ (IO� `(101(1..5)- uO _p s & � J51�` .. . t U.► 2 '�► 1� h ,~ r-,.. 34"1 �OV , 3 i0�� ,!ja -7 }r _ 6 • p'�. .. ; 1 122 : ri.. 2 X20 r� b. t 1" 1 _ ' ,. . � � 3 r Iy .2 i 44Hr Z -o (1 i,(4 .5)2_. (ICA(�,,�= 2. a 8 :� #. �, :. t : i > }} _15.: : t: , .x:1 ,:*' I 1 !j, t. --.. ' _.h? _._,..:. -__ �• �S�t. - . t�9.).C4!-5.) � 4l. • � . .141. .._......:_3t 31 i 7- �► =��V.2 ` ... -4 0_ : Z = >t 5712.4 _- _ -.�__ :��. • • _ __,0io)C0.- I .1. - . - - -..__ �%b -i - - ' -. u . .. .._r ) ... Cl 1 S X a).`4 t' _4.. �'0_.V5 4 '_ . , -� ��329__.- 1 • 32 - !�4 � I .5 r � (�(o .(0 6 ,...4.1 T ' ! ( 9 .9,15' : !__-_.' r -.._:r ....r.._. i t L '4.58,. .:. ,.: 1 i.5 ' i • i X10 . _ t i _- _ 4).� 310 ° � 514. 1 _. '2 I 5� _ . _. • -- _ I'T+ �2a0 _ W • I• _�..hCIS • • .c∎T + ._�, , r 1 ... 1 .. - _ l I. • le i j 1 �. r '4 ~�`t '.— ......L...._,...T, _..._.qL3 -�i !�- ~ I -_ . - • • (.71i5) (° _1. �` (1- )0).?.:.. -1 1.24, L' 3? '�;Iiol03i `591- , ___ :j .� r � ? _. ;�32 - w to6bt, -- .�_ i ....... _ 1.. . _ __i.. 4 I4 249 _--+ .. } . _ .. ._ _ • . 1 . , 1 . . ...1 I • j .. _ __ i __ _._„ _ _ • ( _ 4-0,!5 -P 5.52!!..... I I `. 4 ._~ .7.1.-4-1-- (#.1 4Jto': -} 1 — ,w�+<!.4. :...._ ... ry r_ : -, _... �__ _.. ._ _._.._ __ ..i : r T N _(11�C9� I 1 _ ...._ 1.. 1 _ . ; . ' '-i..�o20 ? � i .1y �. � ... + . ..._ ►: .._ . _ _ ._ io�o' ...... -iO,!o . 1 i -r. 1 RECEIVED - • - I __ _..__. 1 I CIT'! OF TUKWILA i I : FaB 11...2 -1 98:-- - PERMIT CENTER, L - 19 1:131N30 11 Itfilad 8661 Z 1 833 V1IM)In1 AO A.1.10 03n1303a 43S 17 43S'1 - b l ZL -Ly, ZLI ZL1 OS "MS 74 071 ...... 4")E; .. L - zn . ... ,4 07,I ..n , /t r lz . n j d S>1,t . ,St< Lj �►Z�b � z o; - czl,)CS1 I ) ,;'b - U 3 9 L' oSc - C o enc2 6 1 c2 t - 0 1-SZ 4ra441ca 1 =(S '1)( ') 1 43 0(, 4.- Z � coS ,SI < �1 �cd�c =d^ ,o7, ( Li 5 • bZ 6' . LS 1 = 7Zva 4- fig 16 E- 2 541 7 °) 'b) C Z ISZI z 1 /)rn1 ,SC < LI , <-1 Lr1 - LSZ +OOI +el1 LS i 411"; LG?i 44TS•b + O01 triic akiwa id 9r11 ) 130 riou.vitIcus9a %31 • rvirTvrn pLSSZ oI tSL01 +-fLq ' t may •60 0 + Cab = ,00bZ aIi7+b4rb +c,Ew•, - 1 ,S LB'L - 12.1;17 } ZSca +Zl r - ?`1► 41616p LI • (r fcccn, = cas ++157k +ZLI + yss +ZZIt cop _ el bl trf ` 1 ,7,691 =67,5 +0K3z4.-0,1 4001,+ 4301 +LK 6Z =� $L = ° KaZ + QOI + Li6 =' Or/ rrrarvic r N 888 n ,Waal. *44a (lunurJ d.oM1mtyv • , 21°1196 h >2O' h >it' Fl pie PteeroR krtO►.1 roil I mow J, bPJ& P►WARE I ix 1 2 .J0 woQL) h41S' `'p =13.2 p6.0 (2)(1.$) • 1 -+ 1964 _ (1_(,)C9)- 144 18.; 1900 (1(.0)(c)) ° 144 1900' 5I +1(01 +332 +112 +343 +14 +4 *.2019 _ (6 =, 130._ +.112 +4;55 5 1(40 4 . (;yi (zr4we.r Loglu. IS'r ta = 3to9 +q(o +343 + 12 +196 +q5o 20 /V 13' . is - 2OI9 + 950 +9.50 - X119'1 LA • 24.5' • v'' 1p0*/. 1 to Lpu,ocn G..c.. u LL LA wcnod. =1(0 5"1 4 (5, 5X4.5) = 25 i l.41 )(4 IZ . (2.. = Lott.• 640 . cL tm ) cp4 * 0Cc = - 1 33' ..4 - (o' • 'U' = 122 E V, �ta arrn�c., uP�aad_ ��- . "__-1) 1tote (io.5)116.3)(42) (12.5)x(21.9)(3.5)(2) + (251 (13.1)(13)+ (9,4)(11) (2)] 2' 5 ° , ciu14 (5V) RI 1,5>(t 1,5 >+ 00 (4 (,.5)] ITT 2 Z) #/ (t2) 51to- tto)(3,5) 5010 I'locob a RECEIVED 4 360 • CITY OF TUKWIIA FEB 1 21998 10092 30(00 5066 3182 PERMIT CENTER Ir cs.ko,,v4.(5 Z) (5)C(10)(1(a)+. (tt,5)(4 (25)(1(0)] _ ttit b uia.Ilw (u4 21- cuTcs)(1(0+5 +2t2 +34542 +12 +124303 +2 +(; +3 +t, +"j+ b , ` . 9 +10)= Imo'' 8art. (c.)64)(4 +t,-4 104 Ito 4+6410-14+2s-1- 6# IQ. 101 13)1 196 95o . °150 °Iran . 9 51 -to 288 01:10 IST_. 51_= 4131+' 2' fix.• 3104 431 I6 �se. .... !4 (x.5 ' .,- 102' . .+° (Io +11',2) (60 a 8400 'h It ( "6414. 1e) (b0 • 1100' (L.5 ■ ( +9 /?) (80 "`. 1000 �u�nnnw goad :( • 4-) _ uctA at wa.41fJ (56/ �) . 2i1 (5)0)(44.0,+' I(oi ,4 13} (o 4( 6r �j eamvuc. &jock. F%P Ass RAT'oJ1 FOR 4h f Ja4.tE Pi er,P►a e (024.. (e)) (4)(3v5 + 14.+ I (0* 44.e.5) •. 355 5 L ■ (1.4124..) (0 6294o wU;r,a. 2oadA) ... (0.136) L 5435 L :14, wv+not.. . r ,.., - 1 IOtol3 . ■ 51_ - .(0.1313)( 80]0± /2 + 4350+ . 5058 tdd 2) J - ►) ° 45 * / , J - 11. 1 �T '-2 . - 8(4Q + ( 144-1.5 /2) 602 ` 1951 * J _ LA-eh 'k ( ... 1651)(1000) C (102 /.) 2 115 . 12625.......... 1431i, 2.Ic 6A2 3-104/2 t I 1ST 02 ■ 6435 /e- 42I a -ottoiALAD 4.4.. i5e.acurvvi_tua4Aw hatd.daturN -u- tyIex_ 1 J - 24.5' 'LT' lco * l , ` ,Q 24.5 if 1 P 1r � h , Vie) hsecl c*cU3Y ate kSio2d.. p - '/31 — RECEIVED CITY. OF TUKWILA FEB 1 21998 PERMIT CENTER 61-1 G2-1 62-7 st -do G2 14112.2 • 6reci , . ..„. RECEIVED CITY OF TUKWILA FEB 1 *2' 1998 PERMIT CENTER • Design Build Services. Inc. (360- 793 -9659) - Shear Wall Schedule - Rev 4a - 1011197 Sheathing Nailing End studs - min. Plate Nailing 16d • Top Plate A35 A.B. Spacing Unblocked Blocked G1 -7 112" Sheetrock 5d wallboard @ 7 "o.c. 1 - 2x4 1 row @ 14" 3' - 8" oc 1/2" @ 6' 100 125 G1 -4 112" Sheetrock 5d wallboard @ 4 "o.c. 1 - 2x4 1 row @ 11" 3' - 0" oc 1/2" @ 6' 125 150 G1-4+ 5/8" Sheetrack 6d wallboard @ 4 "o.c. 1 - 2x4 1 row @ 9" 2' - 6" oc 1/2" @ 6' 145 175 G2 -7 112" Sheetrock 5d wallboard @ 7 "o.c. 1 - 2x4 1 row @ 7" 1' - 9" oc 1/2" @ 6' 200 250 LRP 16" Lateral Restaint Panel - Max ratio 6:1 w/ min 4 x 12 Header 600 Lb Total 2' -O" or wider Lateral Restaint Panel 600 /ft Based on APA draft 156 dated June 17, 1994 - Higher Values are allowed based on Hold -down design. HF Spacing HF @16 "oc DF 016 "oc S1 -6 7/16" OSB 8d @ 6 "a.c. or 16g Staple @ 4" 2 - 2x4/1 - 2x6 1 row @ 7" 2' oc 1/2" @ 6' 215 260 S1-4 7/16" OSB 8d @ 4 "o.c. or 16g staple ® 2.5" 2 - 2x4/2x6 1 row @ 5" 1' - 5" oc 112" @ 4' 310 380 S1 -3 7/16" OSB 8d @ 3 "o.c. 2 - 2x613 - 2x4 1 row @ 4" 1' -0" oc 1/2" @ 3' 400 490 S1 -2 7/16" OSB 10d @ 2 "o.c. 1 - DF #2 - 4x4 2 row @ 2.5" 8" oc 112" @ 2' 630 770 S2-6 7/16" OSB Bd ® 6 "o.c. or 16g Staple @ 4" 3 - 2x4/2 - 2x6 1 row @ 3" 12" oc 1/2" @ 3' 430 520 S2-4 7 /16" OSB 8d ® 4 "o.c. or 16g staple @ 2.5" 4 - 2x413 -2x6 2 row @ 5" 1/2" @ 2' 620 760 S2 -3 7/16" OSB 8d @ 3 "o.c. 4 - 2x611 - 4x4 2 row @ 3.5" 6" oc 518" @ 2' 800 980 S2 -2 7/16" OSB 10d @ 2 "o.c. 1- DF #2 - 4x6 2 row @ 2" 4" oc 5/8" @ 1' 1260 1540 Hold Down Schedule - Simpson or Equal Unit Shears w/o DL Unit Shears w/ DL HD 8' Wall HD 9' Wall HD w llstory HD w/ 2 stories Tension A35 A35 - Detail 4 In Simpson Catalog 430 lb @1.33 H1 H1 - Truss to top plate lateral 398 lb @1.33 HD22 "" HPAHD22 - 6" wall @ outside corner 164 146 264 364 1315 lb @1.33" HD22 " HPAHD22 - 8" wall @ outside corner 254 226 354 454 2030 lb @1.33 " H022 •" HPAHD22 - 6" wall min 8" from Corner 398 353 498 598 3180 lb @1.33" HD22 " HPAHD22 - 8" wall min 8" from Corner 521 463 621 721 4170 lb @1.33 " STHD10 STHD101ST1ORJ - 6" wall @ 1.5" Outside corner 295 262 395 495 2362 lb @1.33 STHD10 STHD10 /ST1ORJ - 8" wall @ 1.5" f. outside corner 306 272 406 506 2452 lb @1.33 STHD10 STHD101ST1ORJ - 6" wall @ 10" from corner 326 290 426 526 2612 lb @1.33 STHD10 STHD10 /ST1ORJ - 8" wall @ 10" from corner 382 339 482 582 3055 lb @1.33 STHD14 STHD14 /ST14RJ - 6" wall @ 1.5" f.outside corner 440 391 540 640 3522 lb @1.33 STHD14 STHD14IST14RJ - 8" wall @ 1.5" f. outside corner 454 404 554 654 3633 lb @1.33 STH014 STHD14 /ST14RJ - 6" wall @ 14" from corner 493 438 593 693 3940 lb @1.33 STHD14 STHD14 /ST14RJ - 8" wall @ 14" from corner 593 527 693 793 4744 lb @1.33 HTT22 HTT22 w/ 518" x 12" M.D. or SSTB24 538 478 636 738 4305 lb @1.33 PHD8 PHD8 w/ 7 /8" SSTB28 730 649 830 930 5838 lb @1.33 ST24 ST 6224 to Joist - MST 37 w/ rim 215 191 315 415 1722 lb @1.33 ST36 ST 6236 to joist - MST 48 w/ rim 341 303 441 541 2731 lb @1.33 ST60 MST60 @ rim 511 455 611 711 4092 lb @1.33 ST72 MST72 @ rim 595 528 695 795 4756 lb @1.33 `: S �'YH'autt'i31.4".lifal 2/9/98 Fire Restoration For Mary lane Pierre K. Scoville Notes: Based on 1994 UBC and Industry Standards assume HF for wood material u.n.o.. Toenail use @ rim to top plate requires 20% more nails than plate nailing values given @ top plate G values are to be reduced by 50% for Seismic "A35 @ top plate only required if Rim joist is flush with Sheathing or @ Interior wall & not toe - nailed. "" H022 @ Rim Joist - 2x6 - 2,208 #, 2x10 - 1,840#, 2x12 - 1,472# - compare to above & use lowest value Anchor Bolls for Hold downs are to be A307 bolls or threaded rod with 2 nuts (lambed). Min. embedment length to be 12 ". Reber Is to be within 2" above and to the side of the head of the bolt and Simpson Strap Hold- downs. 9 /II (1994 UBC sec. 1925.3 calculation.) RECEIVED CITY OF TUKWILA FEB 1 21998 PERMIT CENTER 2/9/98 Fire Restoration For Mary lane Pierre. K. Scoville k WALL 1$RACING PANEL SCHEDULE ' • Plywood/OSB • 318x4.x8• • .GWB - 1/2 "x8'x8'• (One Face) . GWB -1/2".x 4' x 8' (Two Faces) • Sm2cural Panel Siding 3/8 "••x•4' x 8' - One-story alt. braced panel 3/3". x 2'8" x 10' or less Two - stone alt braced panel •' . 3/8"x 2 '8" x 10' or less • Plywood or OSB (two faces) 6d nail 6" o.c. (edges) • 12" o.c. (field) • • 5d cooler nails or wallboard' nails 7" o.c. ' Sd cooler /wallboard nails 7" o.c. throughout Corrosion resistant 6d nails at.6d o.c. (edges) . 12" o.c. (field} Nailing 8d at 6" o.c. (edges) . • 1 c.c. (field) Blocking required at all edges. Anchor bolts two placed at q►sarter points. Hoidowns - 1 SOC# at each end. -' Nailing id at 6" c.c. (edges) • . 12' o.c. (field) Blocking required at all edges. . • Anc:•.or bolts - 3 placed at eh' • ' • points. • - : Hcldowzs 300C:3 a: each end: PRESCRIPTIVE BRACING REQUIREMENTS • General Notes: ; • - Brace&wall pan4soie plates nailed to floor and eco pIates'scali be'ar.e.hore3 a t•frurir g 'above. • • . - , . • Where joists are Rerpendictlar to braced' wall lines, P' ovid: block: g under and iin with braced f*'a'els..: . : •- ' • , • •' •''' c • • REIV rITV OF B 1 21998 PERMIT CENTER N;6 WALL 2x4a16' Trusses Perpendicular to Wall 51.E P. WALL PER pLAN d NAILS PER SC L4EDuLt Ucn For Mary lane Pierre Jo15T5 081. SOLID 6L0GWN6 C@ JOIST. PARALLEL (p Jo16T6 pEAp6I.1P1-, - 10 . � ,Ne,AP. WALL) ' GULAR TO 5HEAR WALL) NAIL THR1,1 ROOF SWIG TO 2x4 BLOCKS f TYP) 4 BRACE DBL TOP IE K. scovdle. 3� 2x4 P3LOCIG5 ARM. 514EAR WALL . A 35 CLIPS PER SNEAK WALL SCHEPULE MFR TRLIaa a 24" O.0 2x413LOCK TRU59 MFR TRl.158 a 24" OC N N Trusses Parallel to Wall 9/4" P!.Y11 D. INTERIOR WALL x4 m 16" OC INT II OI. TO ROOF FRAMING ' $I -SEAR WALLS SWAP. WA/. PER PLAN L per. 7 . y.: T/ otXta 1 51MP50N_1 eA. 51P6 F.NQ (4 TOTAL) IM VPAP ese PLAA1t FEIVED A FEB 1 21998 ;TCI7MIT CENTER 2x6 OR 2x8 i✓L AlL NOL.pOWN PER PLAN *I M 61 5 . 4 X P LOGKINC 111111011 P0L J015T r llliL JOIN RECEIVED CITY OF TUKWILA FEB 1 2 1998 PERMIT CENTER VOOdWOrks ®'SIZER SOFTWARE FOR WOOD DESIGN ' AB NLC EOF D GPH M I. Q J 0' 12' 15' 20'4" 27' 30'-6" 38' 40' . ' 48' 1'-6" 13'4 223' -6 323' -6" 49'-6 RECEIVED CITY OF TUKWILA FEB 1 21998 PERMIT CENTER tr 714 ° • b8 .11w bc � COMPANY Design Build Services, Inc. 38119 - 120tb St. SE Monroe, WA 98272 Beam DESIGN DATA: INPUT LOADS: (for pressure=psf, odI~plf, location=ft) Load ) Type | Distribution 1 Magnitude I Location | Pattern 1 ) | Start End | Start End I Load | | ' / I 1 1 Dead Partial UDL 133.59 133,53 I3.50 26,60 No 2 Live Partial UDL 200.00 200.00 I3.50 25.50 No 3 Dead Partial UDL 133.59 133.59 0.00 I3.50 No 4 Live Partial UDL 300,00 200,00 0.00 13.50 No 5 Dead Partial UDL 153.38 153.33 0.00 10.50 No 6 Live ` Partial UDL 195,36 195.36 0.00 10'50 No 7 Dead Partial UDL 153.38 I53,33 10.50 I3,50 No 8 Line Partial UDL 195.36 195,36 10.50 13.50 No 9 Dead Partial UDL 153.38 I53.38 13.50 I9.00 No 10 Live Partial UDL 195.36 I35.36 13.50 19.00 No 11 Dead Partial UDL 153.38 153.33 20.50 22.00 No 12 Live Partial UDL 195.36 195.36 20,50 22.00 No 13 Dead Partial UDL 153'38 153.38 19.00 20.50 No 14 Live Partial UDL 195.36 195.36 I9.00 20,50 No 15 Dead Point 0.40 22'00 No 16 Snow Point 0,37 22.00 No 17 Dead Point 0,05 19.00 No - MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) = �����:�� -- --_ -- _''--_ SIZER Live Total = material: PSL total length: 25.60 [ft] Load Combinations: ICBO-UBC 13.5 I2'0 ft \ A A A 1.56 2.09 3.65 DESIGN CHECK - 0DS-1997 4.88 6.33 11.21 Criterion \ Analysis Value I \ Shear V @d = 4,97 Bending(+) M = 9,55 Bending(-) M =14,15 Live Dofl'u 0,I4 = <L/999 Total Dofl'o 0.30 = L/543 1.12 1.37 2.49 SIZER Design Value I ---� Vr = 7.90 Mr =19.90 Mr =19.90 0.45 = L/350 0.90 = L/180 SOFTWARE FOR WOOD DESIGN PROJECT #############################################0############################# DESIGN SECTION: 2.0E 2900Fb, 3.5x11.875 @12.988 plf This section PASSES the design code check. ##################################################################0######## SECTION vs. DESIGN CODE (force=kips, moment=lcip-ft, deflection=in) Analysis/Design 1 V/Vr = 0.63 M/Mr = 0.48 M/Mr = 0.71 0.32 0.33 Feb.10, 1998 14:57:16 = � . TUKWILA : Y 2 1998 =====~~== ~==~~~=~=======~==~======= == ~ -qw|TCENTER OOdWOrkS® SIZER SOFTWARE: FOR WOOD DESIGN ti8.wbc: SIZER . . FACTORS .,F, CD: CM Ct CL CF CV ::` Cfu Cr LC# Fb' += ::'2900 1.00 ` 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fb' - =•_ 2900 1.00 1.00 1.00 1.000 1. 00 1.000 1.00. 1.00 2 Fv'`: =. 285 1.00 : 1.00'.. 1.00 (CH = 1.000) 2 Fcp'= 0 1.00 1.00 - E' = 2.0 million, 1.00 1.00 2. 'ADDITIONAL DATA Bending(+): LC# 2 = D+L, M = 9.55 kip -ft Bending(-): LC# 2 = : D+L, M = 14.15 kip -ft Shear LC# 2 = D +L, V = 5.63, V@d = 4.97 kips Deflection: LC# 2 = D +L EI= 976.83 million lb -in2 Total Deflection = 1.50(Defln_ dead) + Defln Live. (D =dead 'L= liveL .S =snow W =wind .I =impact C= construction) DESIGN NOTES: . Please verify that the default deflection limits are appropriate for :your application. SCL - BEAMS;. (Structural Composite Lumber) she attached SCL selection is for, preliminary design only.: For final member design. contact your local SCL manufacturer. PERMIT • CENTER SOFTWARE FOR WOOD DESIGN • • COMPANY :Design Build Services, Inc. 28119 - 130tb St. SE Monroe, WA 98272 <360> 79379659 Beam ' DESIGN DATA: material: ' PSL total length: 21.00 [ft] Load Combinations: ICBD-D8C - INPUT LOADS: f, location=ft) »Self-weight automatically i == = Load I Type I Distribution I Magnitude \ Location I Pattern I I | Start End { Start End I Load | . I I ' --| I 1 � Dead Partial UDL 133.69 133.69 13.00 2I.00 No 2 Live Partial UDL 200.00 200.00 13.00 21,00 No 3 Dead Partial UDL I33.59 133.59 6.50 13.00 No 4 Live Partial UDL 200.00 200.00 6'60 13.00 No 5 Dead Partial UDL 133.59 133.53 0.00 6.50 No 6 Live Partial UDL ' 200.00 200.00 0.00 6.50 No 7 Dead Partial UDL 153.38 163,38 3'50 5.00 No 8 Live Partial UDL 195.36 195.36 3.50 6.00 No 9 Dead Partial UDL 153.38 153.38 5.00 6,50 No 10 Live Partial UDL I95'36 195.36 5.80 6.50 No 11 Dead Partial UDL 153.38 153.39 6.50 13.00 No 12 Live Partial UDL I95.36 195'36 6.50 I3.00 No 13 Dead Partial UDL 153.38 153.38 I3'00 17.00 No 14 Live Partial UDL 195.36 I95.36 13,00 17.00 No 15 Dead Partial UDL 153.38 153.38 17'00 21.00 No 16 Live Partial UDL 195.36 195,36 I7.00 21.00 No 17 Dead Point 0'05 6.50 No 18 Dead Point 0.40 3.60 No 19 Rf.Live Point 0.37 3.50 No = MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) Dead Live Total #############################################0#####0###########0########### DESIGN SECTION: 2.0E, 2900Fb, 3.5x11.875 @12.988 plf This section PASSES the design code check. #############################################I############################## SECTION vs. DESIGN CODE (force=kips, moment=kip-ft, deflection=in) Criterion Shear Beudiug(+) Bending(-) Live Defl'n Total Defl'n Wood o ® SIZER 1.42 1.76 3.17 13.0 A A = DESIGN CHECK - 4.23 5.45 9.68 Analysis Value V @d = 4.71 M =10.00 M =11.43 0,14 = <L/999 0,31 = L/498 8.0 ft A 0.57 0.78 1.35 Design SIZER 0DO-L997 ~== Value Vr = 9.08 Mr =22.89 Mr =22.89 0.43 = L/360 0,87 = L/190 PROJECT Analysis/Design I V/Vr = M/Mr = M/Mr = 0.52 0.44 0.50 0.33 0.36 Feb. 1N1998 15:01:00 FEB RECEIVED CITY OF TUKWILA 1 1 ���� "�� v ��ww PERMIT CENTER ADDITIONAL DATA. oodWorks ®. SIZER SOFTWARE FOR WOOD DESIGN b9 wbc SIZER Total,Defl'n 0.31..= L/498 .: 0 87 = L /180, 0.36 ;FACTORS F_ ;.: CD ..:. CM Ct CL ' C3': CV Cfu no ' += 2900 1.15: : 1:00 ` 1.00' 1.000 1.00: : 1:000 1.00 1.`00 2 ,.;. Flo' _ - =' 2900 1.15. ,; 1:00: 1.00 _.1.000 : `' 1.1)0; : 1.000 1:00 : :1.00 2 Fv' 285 1.15 ;1.00 1.00 (CH :;= .1.000) Fcp 0 1.00 1.00 E' = 2.0 million. 1.00 ..'1:.00 Bending ( +)' :.'.LC# 2 . =' D+L, M = 10.00. kip -ft Bending ( -) :. LC# : 2 = D +L, M = 11.43 kip-ft =Shear :` LC# 2 = D+L, V = 5.37, V @d 4.71 kips Deflection:'LC# 2 = D +L EI= 976.83 million lb-in2 Total, Deflection = 1.50(Defln dead) + Defln.Live. (D =dead L =live S=snow W =wind I= impact C =construction). DESIGN 1. Please: verify that the default deflection limits are appropriate: for your application. 2 _SCL- BEAMS; (Structural Composite Lumber): The attached SCL selection is for preliminary design only.. For final member design contact your local SCL manufacturer. RECEIVED CITY OF TUKWILA FEB 1 21998 PERMIT CENTER bll.wbc COMPANY Design Build Services, Inc. 28119 - 120th St. SE Monroe, WA 98272 (360) 793 -9659 Beam DESIGN DATA: material: PSL total length: 19.70 [ft] slope: -35.7 [deg] Load Combinations: ICBO -UBC INPUT LOADS: (force =kips, pressure =psf, udl =plf, location =ft) »Self- weight automatically included« Load I Type I Distribution 1. Dead 2 Rf.Live 3 Dead 4 Rf.Live Dead Live Total Criterion Shear Bending( +) Live Defl'n Total Defl'n ADDITIONAL DATA Point Point Partial UDL Partial UDL 16.0 ft • 1 A A 0.37 0.37 0.74 FACTORS: F CD _ V @d = 0.54 M = 3.19 0.22 = <L/999 0.57 = L/414 DESIGN CHECK - NDS -1997 0.35 0.30 0.65 CM Fb'+= 2900 1.15 1.00 Fv' = 285 1.15 1.00 Fcp'= 0 1.00 E' = 2.0 million 1.00 Magnitude Start End I 0.20 0.17 27.89 43.75 1 Analysis Value I Design 1 1.00 1.000 1.00 1.00 1.00 SIZER 27.89 43.73 MAXIMUM REACTIONS and BEARING LENGTHS (fore? =kips, Vr = 4.54 Mr =11.44 0.66 = L/360 1.31 = L /1:30 Value I 1 PROJECT Location I Pattern Start End I Load 1 11.50 11.50 0.00. 11.50 0.00 11.50 length =in) ############################################# f# # # # # # # # # # # # # # # # # # # # # # # # # # # # ## DESIGN SECTION: 2.OE, 2900Fb, 1.75x11.875 @ 6.494 plf This section PASSES the design code check. ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## SECTION vs. DESIGN CODE (force =kips, moment = kip -ft, deflection =in) Analysis /Design I 1 V /Vr = 0.12 M /Mr = 0.28 0.34 0.43 Ct CL CF CV Cfu Cr LC# 1.00 1.000 1.00 1.00 2 (CH = 1.000) 2 2 No. No No No ___ ____ _ ____ ■ Bending( +): LC# 2 = D +L, M = 3.19 kip -ft Shear : LC# 2 = D +L, V = 0.60, V @d = 0.54 kips Deflection: LC# 2 = D +L EI= 488.41 million lb -in2 Total Deflection = 1.50(Defln_dead) + Defln_Live. (D =dead L =live S =snow W =wind I =impact C =construction) Feb. 10, 1998 14:55 :00 DECEIVED TUKWILA a 1 21998 "'hMrT CENTER ISU": f%* aPvr�n3L�r� + %lr�{�"t1rvS3A°?kaS�; ;` (D =dead L=live :S =snow. W =wind :I =impact. C=cons€ruction DESIGN NOTES: 1 Please ; verify that the default deflection limits are appropriate for your application. :: 2 SCL BEAMS:( Structural °.Composite: Lumber): the attached SCL selection is' for:preliminary.design only. For:, final member design- contact your local,, SCL, manufacturer:: ;.3 SLOPED BEAMSf level bearing is, required for all sloped beams. • • , ^' . - � � `� • •� `������'���.,� ` � b1 COMPANY Design Build Services, Inc. 38119 -l2Otb St. SE Monroe, WA 98272 (360) 793-9659 Beam DESIGN DATA: Dead Live Total Criterion Shear Boudiug(+) Live Defl'n Total Defl'n FACTORS: F ADDITIONAL DATA , ��. , /�r�'� material: PSL total length: 7.00 [ft] Load Combinations: ICBO-UBC 0.38 0.42 0.80 = 7.0 ft 1 i ^ ^ | 0.38 0.42 0.80 I Analysis Value V @d = 0.69 M = 2.15 0.02 = <L/999 0,04 = <L/999 CD CM WoodWorks® SIZER ` SOFTWARE FOR WOOD DESIGN SIZER DESIGN CHECK - NDS-1997 = PROJECT � INPUT LOADS: pressure=psf, , location=ft) >>Salf-weight automatically luoloded<« - _- -------------------------- Load 1 Type 1 Distribution 1 Magnitude 1 Location 1 Pattern i / 1 Start End / Start End 1 Load \ | | 1 | 1 Dead Full UDL 60.20 No 2 Rf.Live Full DDL 47.25 No 3 Dead Point 0.36 3.50 No 4 Rf.Live Point 0,50 3.50 No --- ___________________________________________________________________ MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, leugtb=io) ------------------------------ -- ----------------------------------- ############################0############################################## DESIGN SECTION: 2.0E, 2900Fb, I.76x1I.875 @ 6'494 plf This section PASSES the design code check. ########################################################################### SECTION vs. DESIGN CODE (force=kips, moment=kip-ft, deflection=in) Design Value I Vr = 4.54 Mr =11.44 0.23 = L/360 0.47 = L/I80 Analysis/Design | V/Vr = 0.16 M/Mr = 0.19 0.08 0.09 = Bending(+): LC# 2 = D+L, M = 3,15 kip-ft Shear : LC# 2 = D+L, V = 0,80, V@d = 0.69 kips Deflection: LC# 2 = D+L CI= 488.41 million lb-in2 Total Deflection = l.SO(Da ad) + Deflu _Lina. (D=dead L=live G=aoow W=wiud I=impaotC=000mtzuotioo) = == Fb'+= 2900 1,15 1.00 1.00 1,000 1,00 1,000 1.00 1.00 2 Fv' = 285 1.15 1.00 1.00 (CH = 1.000) 2 Fcp'= 0 1.00 1.00 - O' = 2.0 million 1.00 1.00 2 Feb. 10, 1998 14:53:36 FEB RECEIVED CITY OF TUKWILA 1 v�� " � www PERMIT CENTER = = =a ;Pl ease :'verify that the default deflection . limits are appropria for, your application SCL-SEAMS (Structural Composite Lumber) the'. attached SCL • selection is for preliminary design only: For final siiiembei design contact your local : SCL manufacturer -, OOdW0rks® SIZE R SOFTWARE FOR WOOD DESIG RECEIVED . . CITY, OF TUKWIL.A FEB 1 21998 PERMIT' CENTER NLC EOF D GPH 12' 15' 20'4" 27' 30'4" 13.4.E 223' -6 323' -S" ' j27 COMPANY Design Build Services, Inc. 28119 - I20tb St. SE Monroe, WA 98272 (360) 793-9659 Load | Type I .Line 2 Dead Fb'+= Fb'-= material: I-joist @ 24.0 total length: 23.40 [ft] slope: -35.7 [deg] Load Combinations: ICBO-UBC Dead Live Total Shear Bending(+) Bending(-) Live Defl'n Total Defl'n D O 0 ADDITIONAL DATA ) Distribution | I6.0 3.0 ft ) A A 0.31 0.44 0.39 0.56 0.70 1.00 1.00 1.00 1.00 1.00 1.00 1.00 = SIZER DESIGN CHECK - NDS-1997 RoofJoist DESIGN DATA: (in) spacing PROJECT - INPUT LOADS: (force=kips, pressure=psf, ndl~plf, location=ft) Magnitude \ Start End | = ~ Criterion | Analysis Value \ Design Value V = 0.60 Vr = 0'99 M = 2.66 Mr = 3.93 M = 0.40 Mr = 3.93 0,22 = L/203 0.25 = L/I80 0,47 = L/93 0.49 = L/90 (a cantilever span governs deflection) SOFTWARE FOR WOOD DESIGN Location Start Full DDL 50.08 No Full UDL 30,00 No MAXIMUM REACTIONS and BEARING LENGTHS (fozoe=kipa, Ieogtb=iu) - ########################################################################### DESIGN SECTION: generic, low stg., 1.75o11.875 @ 1,876 plf This section PASSES the design code check. ##################0######################################################## SECTION vs. DESIGN CODE (force=kips, moment=kip-ft, deflection=in) | Analysis/Design / | V/Vr = 0'6I M/Mr = 0.68 M/Mr = 0.10 0.88 0.96 FACTORS: F CD CM Ct CL CF CV Cfu Cr 1.00 1.000 I,00 1.000 1.00 1,00 1.00 1.000 1.00 1.800 I,00 I.00 1.00 Bending(+): LC# 2 = D+L, M = 2.66 kip-ft Bending(-): LC# 2 = D+L, M = 0.40 kip-ft Shear : LC# 2 = D+L, V = 0.60 kips Deflection: LC# 2 = D+L EI= 285.00 million lb-in2 Total Deflection = 1.50(Dm ad) + Deflu Line, (-) i Pattern End | Load Feb. 10, 1998 15:02:05 2 2 2 = RECEIVED CITY OF TUKWILA � FEB � � ��� v�w v � w*. PERMIT CENTER S• A • RECEIVED ' 'CITY0FTUKVVILA FEB .1 '2 1998 PERMIT C • .• . • ; Concept Mode: Beam View „..., ••••-•••• • 1. • •• , , . • • , • „ • • • • •• ' oodWorks SIZER. SOFTWARE F WOOD DESIGN SIZER . . , Feb. 10, 16:04:57 ..••••• „ . • • • 3 • Lb • • • • • •.: b1 g, 0' ' 12' 15' 20 27' 30'-6" 38 AB N L. . C E 2 D G 3p23H..6" M 13 -6" 38' 40 I Q j49-11(..6., RECEIVED CITY OF TUKVVILA • FEB 1 2 1998 PERMIT, CENTER b3Ambc Design Build Services, Inc. 28119-12Otb St. SE Monroe, WA 98272 (360) 793-9659 Joist DESIGN DATA: Load Type , | Distribution | | | | 1 Dead Full ODL 2 Live Full DDL Dead Live Total B,Leogtb Criterion = Shear Bending(+) Live Defl'n Total Defl'u 0.68 1.44 2.12 1.5 FACTORS: F CD Fb'+= Fv' = Fcp'= O' = ADDITIONAL DATA SIZER 850 1.00 75 1.00 405 1.3 million 12.0 ft SIZER DESIGN CHECK - NDS-1997 material: Lumber-soft @ 16.0 (in] spacing lateral support: Top= Full Bottom~ @Supporto total length: 12,00 [ft] repetitive factor: applied where permitted(refer to online help) Load Combinations: ICBO-UBC - INPUT LOADS: < pressure=psf, udl~plf, Iooatioo=ft> >>8olf-weight automatically iooloded<< MAXIMUM REACTIONS and BEARING LENGTHS (foroe=kipo, length=in) 0.68 1.44 2.12 1.5 CM | Analysis Value | Design fv@d= 68 fb = 1035 0.21 = L/694 0,35 = L/405 Magnitude Start End \ 105.68 240.00 ########################################################################### DESIGN SECTION: Hem-Fir, 0n'2, 4x12 @ 8.133 plf This section PASSES the design code check. #################################################################0######### - SECTION vs. DESIGN CODE (stress=psi, defleczion=in) Fv' = 75 Fb' = 1075 0,40 = L/360 0.80 = L/180 PROJECT Value | Analysis/Design \ fv/Fv` = 0,9I fb/Fb' = 0,96 0.52 0.44 = = = Bending(+): LC# 2 = D+L, M = 6.37 kip-ft Shear ; LC# 2 = D+L, V = 2.12, V@d = 1.79 kips Deflection: LC# 2 = D+L Total Deflection = 1,50(De l ) + Deflu Live, (D=dead L=live S=snow W=wind I=impact C=construction) SOFTWARE FOR WOOD DESIGN Location \ Pattern Start End 1 Load Feb. 10, 1998 15:40:00 No No = I,80 1.00 1,000 1,10 1.000 1.00 1.15 2 1,00 1.00 (C8 = I,000) 2 1.00 1.00 1.00 1,00 2 FEB RECMVED CITY OF TUKWILA ����� _~.~��� penmT CENTER JO ••• COMPANY Design Build Services, Inc. 28119 - 120th St. SE Monroe, WA 98273 <360> 793-9659 Beam DESIGN DATA: Uplift Dead Live Total WoodWork SIZER SOFTWARE WOOD DESIGN material: PSL total length: 22.00 [±t] Load Combinations: ICBO-O8C DESIGN CHECK - NDS-1997 IO2OT : � (force=kips, pressure=psf, odl=plf, location=ft) >>GeIf-weight automatically iooludodx< Load | TYpe 1 Distribution | Magnitude 1 Location | Pattern > ) ) Start End | Start End | Load \ | ! --| \ 1 Dead Partial UDL I40.81 140,91 0,00 12.00 No 2 Live Partial UDL 320.00 320.00 0.00 I2.00 No 3 Dead Partial UDL 140'9I I40,91 I2'08 13.50 No 4 Live Partial UDL 320.00 320,00 I2.00 I3'58 No 5 Dead Partial UDL 140.91 140,91 20.50 22.00 No 6 Live Partial UDL 320.00 320.00 20.60 22.00 No 7 Dead Partial UDL I40.91 140.91 I9,00 20.50 No 8 Live Partial UDL 320.00 320.00 19.00 20.50 No 9 Dead Partial UDL 140,91 I40.91 13,50 19.00 No 10 Live Partial UDL 320.00 320'80 I3.50 19.00 No 11 Dead Partial UDL 148.9I 140.91 12.00 13,50 No 12 Live Partial UDL 320.00 320.00 I2.00 I3.50 No 13 Dead Partial UDL I40.91 140.91 10'50 13.00 No 14 Live Partial UDL 320.00 330'00 10.50 I2.00 No • MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) 12,0 1.5 5.5 3'0 ft | ' | A A A A 0.71 l'SO 2.20 3.29 7.03 10.32 3.91 SIZER 1.01 2.13 3.14 ~ PROJECT ###0##################0####0####0########################################## DESIGN SECTION: 2.0E, 3900Fb, 3,5o9'25 @10.117 plf This section PASSES the design code check. ###########0############################################################### SECTION vs. DESIGN CODE (force=kips, moment=kip-ft, doflectiou=io> Criterion / Analysis Value 1 Design Valle | Analysis/Design 1 Feb. 10, 1998 15:04:34 Shear V @d = 5.48 Vr = 6.15 V/Vr = 0.89 Bending(+) M = 5.16 Mr =12.42 M/Mr = 0.42 Bending(-) M = 7.98 Mr =12.43 �/�r � O.64 unY gcO Live Defl'n 0.15 = L/944 0.40 = L/350 0.38 ��� ' /~� Total Defl'n 0.26 = L/553 0.80 = L/130 0.33 "�u� � � ��m� -- --- - - - 1 2 ~��� FACTORS: F CD CM Ct CL C7 CV Cfu Cr LC# ====~~=~=~~= = == =..======= Fb'+= 2900 1,00 1.00 1.00 1.000 1.03 1,000 1.00 1,00 2 PERMIT CENTER 4 • 1.03 . Fb'+ 2900 1.00 1.00 1.00 1.000 .1.0.5 i.000 1.00 1.00 Fb'-= 2900 1.00 1.00 1.00 1.000 1.03 1.000 1.00 1.00 Fxr',= , 285. 1.00 1.00 1.00 (CH = 1.000) Fcp 0 1.00 1.00 E' = 2.0 million 1.00 1.00 Bending(t): LC# 2 = D+L, M = 5.16 kip-ft Bending(-): LC# 2 = D+L, M = 7.98 kip-ft Shear : LC# 2 = D+L, V = 4.78, V@d = 5.43 kips Deflection: LC# 2 = D+L EI= 461.68 million lb-in2 Total Deflection = 1.50(Defln dead) + Defln :Live. • • (D=dead L- S- W--wind I--impact C=construction DESIGN NOTES: -= 1. Please verify that the default deflection limits are appropriate for your application. 2..SCL-BEAMS (Structural Composite Lumber): :he attached .SCL selection is for .preliminary design only. For final member , design contact your local SCL manufacturer. RECEIVED CITY OF TUKWILA FEB 1 2 1998 PERMIT CENTER ! ° COMPANY Design Build Services, 28119 - 120th St. S� Monroe, WA 98272 (360) 793-9659 Deoigo Boild Gezvioeo^ 281I9 - 12O�b8t. S� �ouroo, ��98272 1�6O> 793-9659 Beam DESIGN DATA: FACTORS: F Dead Live Total material: PSL total l b 12.00 [ft] Load Combinations: ICBO-UBC INPUT LOADS: pressure=psf, location=ft) Load I Type I Distribution ) | | \ I Dead 2 Dead 3 Live 4 Dead 5 Live ADDITIONAL DATA WmouuWorks®SIZER Point 0.05 Partial UDL 219.55 Partial UDL 279.64 Partial UDL 219'56 Partial UDL 279.64 12.0 ft A A 1.44 1.68 3.12 SECTION vs. DESIGN CODE Fb'+= 2900 1,00 Fv' = 285 1.00 Fcp'= 0 C' = 2,0 million Inc. DESIGN CHECK - NDS-1997 1.40 1.68 3.08 CD CM 1.00 1.00 1.00 1.00 Criterion I Analysis Value { Shear V @d = 2,61 Bending(+) M = 9.26 Live Defl'n 0,13 ~ <L/999 Total Defl'n 0,30 = L/476 SIZEFt Magnitude Start End 219.53 279.64 219.53 279.64 Design Valse _-- Vr = 7.90 Mr =19.90 0.40 = L/360 0.80 = L/130 1.00 1.000 1.00 1.00 1.00 Bending(+): LC# 2 = D+L, M = 9.26 kip-ft Shear : LC# 2 = D+L, V = 3.12, V@d = 2,61 kips Deflection: LC# 2 = D+L EI= 976.83 million lb-in2 Total Deflection = 1,50<Deflu_dead> + Detlu Live, (D=dead L=live S=snow W~*iod I=impact C=construction) SOFTWARE FOR WOOD DESIGN PROJECT Location | Pattern Start End [ Load 1.50 0.00 1.50 0.00 1.50 1.50 12.00 1.50 12.00 MAXIMUM REACTIONS and BEARING LENGTHS (fozoe=kipo, length=in) ########################################################################### DESIGN SECTION: 2.0E, 2900Fb, 3.5x11.875 @12.988 plf This section PASSES the design code check. ########################################################################### Analysis/Design | V/Vz = 0,33 M/Mr = 0,47 0.33 0.38 1.00 1.000 1,00 1.00 2 (CH = 1.000) 2 2 Feb. 10, 1998 15:17:22 No No No No No FEB RECEIVED CRY OF TUKWILA � ����� "��"�pu*w PERMIT CENTER FTWARE FOR WOOD DESIGN oodWorks® SIZER - . Page 2 • w • Please verify that the default deflection limits are appropriate • '•••• - :c tur -"::••••.• • app • • - Composite selection is for p desi only. For final member • design contact your local SCL •• ••: • ::-•• • • .•••••:.- • , RECEIVED • •• • -• • CITY : OF •TUKWIlA FEB 121998 PERMrr CENTER . • • • • • 1' • j9.wbc COMPANY Design Build Services, Inc. 28119 - 120th St. SE Monroe, WA 98272 (360) 793 -9659 Joist DESIGN DATA: WoodWorks® SIZER SOFTWARE FO DESIGN CHECK - NDS -1997 == PROJECT material: Lumber -soft @ 16.0 [in] spacing lateral support: Top= Full Bottom= @Supports total length: 16.00 [ft) repetitive factor: applied where permitted(refer to online help) Load Combinations: ICBO-UBC INPUT LOADS: (force =kips, pressure =psf, udl =p.Lf, location =ft) »Self- weight automatically included« Load 1 Type I Distribution I Magnitude I Location 1 Pattern I I I Start End I Start End I Load 1 1 I • - - I I 1 Dead Full UDL 20.00 No 2 Live Full UDL 53.33 No MAXIMUM. REACTIONS and BEARING LENGTHS (force =kips, length =in) Dead Live Total B.Length 0.19 0.43 0.61 1.0 16.0 ft 1 1 0.19 0.43 0.61 1.0 ############################################ #t # # # # # # # # # # # # # # # # # # # # # # # # # # # ## DESIGN SECTION: Hem -Fir, No.2, 2x12 @ 3.485 plf This section PASSES the design code check. ############################################# Ik # # # # # # # # # # # # # # # # # # # # # # # # # # # ## SECTION vs. DESIGN CODE (stress =psi, deflection=in) _ SIZER . Feb. 10, 1998 15:03:44 _ Criterion I Analysis Value 1 Design Vale 1 Analysis /Design I I I . - -- I 1 Shear fv @d = 48 Fv' = 75 fv /Fv' = 0.64 Bending( +) fb = 932 Fb' = 977 fb /Fb' = 0.95 Live Defl'n 0.34 = L/564 0.53 = L/360 0.64 Total Defl'n 0.56 = L/340 1.07 = L/130 0.53 ADDITIONAL DATA = =___ •____ = = = = = =_= == == = = == == ■■_ Bending( +): LC# 2 = D +L, M = 2.46 kip -ft Shear : LC# 2 = D +L, V = 0.61, V @d = 0.51 kips Deflection: LC# 2 = D +L Total Deflection = 1.50(Defln dead) + Defln Live. (D =dead L =live S =snow W =wind I =impact C= construction) == == FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb' += 850 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.15 2 Fv' = 75 1.00 1.00 1.00 (CH = 1.000) 2 Fcp'= 405 1.00 1.00 - E' = 1.3 million 1.00 1.00 2 CITY OF TUKWILA FEB 1 21998 PERMIT CENTER otodWorks® SIZE RECEIVED CITY. OF TUKWILA FEB 1..21998 PERMIT CENTER, , : , . cf1c12 • .`•',1•• c• FTWARE FOR WOOD DESIGN' c8 ;.., "R. D • GPH M I 41, J K 0' 12' 15' 20'4" 27' 30'-6" 38' 40' 44' 48' 1'4 13'-6" 223'-6" 333'4" 49'- FIEOEII;ED CLTY,OF TUKWILA FEB 1 2,1998 FRAMIT CENTER c3.wcc COMPANY Design Build Services, Inc. 28119 - 120th St. SE Monroe, WA 98272 (360) 793-9659 Column DESIGN DATA: WoodWorks® SIZER SOFTWARE FOR WOOD DESIGN SIZER DESIGN CHECK - NDS-1997 type: pinned base, Loadface = depth(d) material: Lumber Post Ke x Lb: 1.00 x 0.00= 0.00 [ft] Ke x Ld: 1.00 x 0.00= 0.00 [ft) total length: 8.00 [ft] Load Combinations: ICBO-UBC PROJECT INPUT LOADS: (force=kips, pressure=psf, udl=p1f, location=ft) »Self-weight automatically included« === • Load 1 Type 1 Distribution 1 Magnitude I Location 1 Pattern 1 1 1 Start End 1 Start End 1 Load 1 1 1 1 Dead Axial 4.63 (Eccentricity = 0.0 in) 2 Live Axial 6.18 (Eccentricity = 0.0 in) 3 Dead Axial -1.25 (Eccentricity = 0.0 in) 4 Live Axial -2.66 (Eccentricity = 0.0 in) 5 Dead Axial 0.66 (Eccentricity = 0.0 in) 6 Live Axial 1.08 (Eccentricity = 0.0 in) ########################################################################### DESIGN SECTION: D.Fir-L, No.2, 4x4 @ 2.910 plf This section PASSES the design code check. ########################################################################### SECTION vs. DESIGN CODE (stress=psi, deflec Criterion 1 Analysis Value I Design Value I Analysis/Design I 1 1 Axial fc = 707 Fc' = 1520 fc/Fc' = 0.47 Axial Bearing fg = 707 Fg' = 2020 fg/Fg' = 0.35 FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fc' = 1350 1.00 1.00 1.00 1.15 (Cp = 0.979) 2 E' = 1.6 million 1.00 1.00 0 Fg' = 2020 1.00 1.00 2 ADDITIONAL DATA Axial : LC# 2 = D+L, P = 8.66 kips (D=dead L=live S=snow W=wind I=impact C=construction) DESIGN NOTES: == ====■■■= ■■= 1. Please verify that the default deflection limits are appropriate for your application. Feb. 10, 1998 18:34:02 RECEIVED CITY OF TUKWILA FEB 1 2 1998 PERMIT CENTER Square Footing Design"( 94 UBC (91 NDS) I Ver. V4031060'''-'4.1, _ , ' . • By: Rick Heide, P.E. , Design Build Services, Inc. on: OZ10-1998';' ,"-,... ' ,,,,; -:. • Project: HOLMQ ',LOcitiOn:"pierre residence c3 S ummary S ize: ;2 FT x 10.00 if4':''' been designed without reinforcement. , : ',' ,1"; ' ?„ ,... ,', '- ',, i . ,, 1 :: , '?± - ,- , .: , ', : ', c ‘ ? , ,' , ,, - 2: . • :- ., .::... ' ,,:_, : -, ,,....:'::.":. 1 '' • Footing has , , :, , , r. . ;. ,, Live Load: Footing Loads::: .. - -",..- - - "*, • Dead Load: . . , , -•:P D L ... =: : -:„.--: . 0 3660 LB Total Load: -- . - , , . , , , ,,, , ''.•..11'..: :"'"' '- : ' . '' ' -' - 13624 LB ' ' -: P PT= -- :: .-: ' 8660 -.: 'LB Ultimate factored load: , • ,,. Footing Properties: = , ' . - ' • -' ...,,..., -, ,„,„ • '' ' : • . '"' Allowable soil bearing pressure: , : s Effective soil bearing presSure:. ,,..- - ,, Cle=' '-' " 1875 . ,- PSF, „ , : Concrete compressive strength:' .:' ' FiCz - 2500 : : PSI Seletted Size:, .?" Lr. . . - . . 2:25' . FT.': .•:"- ,--;. ''':.; .,„' Width:*, ' ' '. ' ". 7 1 1 ' ' , ::::: • . W= ' : 2.25 ' , FT Area: - •- " ' , • ' , : ''': ,... ; ::',-::•;•:',":". Ultimate bearing pressure: -,: : ''." - ... ''•.' - '- Qu ' " 2691 I.: PSF , ''-' ,'.• , ::":„ .."' "f, Column Base Dimensions: .--, ,.. , r ,,,,,,,,,,,, Length: -- ,i= ' - ' 4.00 IN •,,,- ',.':.:,...,-, , -,-,:.. ::: ' ':-..'‘• Footing Size Selection: Required footing area:':, Minimum footing size required: t Footing depth based on s ear stresses. . ' .- :.-, •:-- Selected footing depth: Punching Stress Calculations: Critical perimeter: „ , .. --,., -,* ” ..-„.. ...;:.-, Bo= 56.00 ' IN Punching Shear: .., - ; , - , .. - Vu1= '9961'. LB Punching shear stress: Beam shear stress calculations: ,, Allowable punching shear stress: ' '' . - ' „,., ,-..:-..: ..-- . ' - ' :„-%,'".', :,. ,, . .„ .... - vc1= ' 200 PSI , vu1= . ' .27 PSI . .. .. - Beam shear: : . . . : '' :.,. . ; ...."',:-..:,:- Vu2= 757 LB Beam shear stress: ;- : ' • : . , . : . - Allowable bean:, shear stress: Bending Requirements: : . • :. ,,- , .-:., •",-:"... , , . Factored moment: " : -_ '- : : i ;:, "..:,:,:,' - , , ,r, ,, , :," ,- :. :Mu= ... 33366 . 1N-LB .. ' Mn= , : 73125 ' . IN-LB'' • - • .... ' Nominal mornent strength: • ::., 2. ,..,. .„.„ ,:-..::,,,.;-. • : ,- -..„ ...: 4 r-, , ,. i '' ' ' . : -. ■ • • . : ..:, ' ■ , ,,,‘ : „,... ,:, . Areq 4 62 SF .-; • = , FT 2.15 : c9.wcc COMPANY Design Build Services, Inc. 28119:- 120th St. SE Monroe, WA 98272 (360) 793 -9659 Column DESIGN. DATA: type: pinned. base, Loadface = depth(d) material: Lumber n -ply buil7.-up fastener: nails Ke x Lb: 1.00 x 0.00= 0.00 (ft] Ke x Ld: 1.00 x 8.00= 8.00 [ft] total length: 8.00 (ft) repetitive factor: applied where perm.itted(refer to online help) Load Combinations: ICBO -UBC _ _ INPUT LOADS: (force =kips, pressure =psf, udl =p.Lf, location =ft) »Self- weight automatically included« Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load I 1 1 1 Dead Axial 1.00 (Eccentricity = 0.0 in) 2 Live Axial 2.13 (Eccentricity = 0.0 in) ############################################ #ft # # # # # # # # # # # # # # # # # # # # # # # # # # # ## DESIGN SECTION: Hem -Fir, Stud, 2x4 2 -Plys @ 2.169 plf This section PASSES the design code check. ############################################ #J # # # # # # # # # # # # # # # # # # # # # # # # # # # ## SECTION vs. DESIGN CODE (stress =psi, defle=ion =in) Criterion I Analysis Value I Design Valle I Analysis /Design I I I I I Axial fc = 300 Fc' = 404 fc /Fc' = 0.74 Axial Bearing fg = 300 Fg' = 1670 fg /Fg' = 0.18 FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fc' = 800 1.00 1.00 1.00 E' = 1.2 million 1.00 1.00 Fg' = 1670 1.00 1.00 ADDITIONAL DATA Axial : LC# 2 = D+L, P = 3.15 kips Kf = 1.00 (D =dead L =live S =snow W =wind I= impact C= construction) DESIGN NOTES: DESIGN CHECK - NDS -1997 SIZER Feb. 10, 1998 16:38:36 1.05 (Cp = 0.481) _ PROJECT 1. Please verify that the default deflection limits are appropriate for your application. 2. BUILT -UP COLUMNS: if bracing causes buckling about an axis parallel to ply thickness (as in a wall) then Kf =1 in Eq. 15.3 -1. 3. BUILT -UP COLUMNS: nailed or bolted built -up columns shall conform to the provisions of NDS Clause 15.3. 2 0 2 ___ RECEIVED CITY OF TUKWILA FEB 1 21998 PERMIT CENTER 51 .„eikcj.tr..nliVNAggagntr tzffqi,,::?,.11,,yi..i■:i.,t,11,",,ViV,T.Yil;%',*1,11;;'4,4,X.t0Y,:Vre),W.,:f:,4,4&111, 11 .g 0 ' IY : /: , .. ', ; ,C i; '. ,::', ',. .0''.:X L I ..:Wi''. ,N.,}:$414 I .."./ WV Y. i::;.:1:1..','.'4',.;cf.C;Ii.:i:;i:IY,if;:■:,-;;.',11.:,', :'..6:Yj'I',,,;;:',fAkt4.5':-F:.q117141Ci. ‘ r ‘,...:.p„44 6,y.te.r.,:it,,K40,71%11,7i(j*tlyzA5,'1',:'?rigT4' ei;4.:: r.4" n to...• " , - .,,, ,,,'•:.. , := 1, ih , ,to.;•.4 , 4 r ei9" te 4:; 1 4 'iF1,,,,,.i;,..;,:!,.;-,,.,,-,:,,•,,, '),,?!;.,,.,`...61-',1`1.1,,,:46,0,,If5V`•;,t,',...''''''."^'*'.4"1,0k " i : "J' '. .: S' '; .f ::: ,:t-%. ' 'J.,:: ` -1: ' ; .; 7,1, , ; ‘, ' K . . , ,i), ,, ' , N,',1.::-"K;, , ,Y, ' •"0.14,t10,',.1;:gitt , ,i'i4. } i . :,.;:,.; ,.,z,,''.'9.,..'.',': '`•:,:11..v,.,',,t,,u‘,;Z:",r0,-'1!%::,:4J•IY.'":04...' ,,,..',A-P,!,',4':-.../.•=e4 .-,k.i.'.•,;.P,,,,,:,,,W4',',';';',',,'''`,t-4'41,,w,..lif,;,'1-.,,w '-,c•.,,t''.i'.;i4pc;,,..„-.,.,,,,,,A7.0, .-N.-'4.1.,1',,,i0,:;",,,;',,,.:•;:l'',.1::::,'.,:4L'-'1%,1151,:.,V4f4-,•-;',;;;?:4;,4:e!'Ai'i,,-A4; ,i,P'4,...,)”1,!, , i ,,c,4,. / ,,„-„;...,„,,, !: ......., f . ' 14 ; 4 i$■,W4f , ,,'' , Ili'",4',1A., , i1V,4. - ,a.c 1 4. • t a, ' ,:. ... ,, ,.. -,, ,'4 . ;:: - :;', , .. , f;.'4. 1 :1% , ,k;Eiv,....:4:t. , , , , , ,11.4,!,, , ,..,/1.?:112..., 4 %-'1,:i;4i t t l ," flA .V . : Y !' :;, ! ),, ":: : :. , ,Al 2. - : :. , :!;?i ,,, i`aejfii ,7 ,.r,irg.:Pi - i;ZAPINK4,f,,, A 1 46741. 4 .z 44 ,,4,40..,.. ,,,,, . ......,,,,,,,,T , ..:. ,., - , ..... - r , ,: ,,,, 84 , 7 , P+iip',(1: 1 0, , :r.,!. , ,ik.4‘,....,1.,. ,,, uf ii,-;:,.,:,,,,,,.,...'.,..,.41.4,.;,,nyis...v.".P):...,.'9 117,11, , ,.. , :q.. ,,, . „ .1. ,,,,,, 71 ,, ,;.,, ,, ?", , , , ,; ,, A , , , , , ,a,;i9Ft ,, ,.;...„„,,,,v., ,, , l ‘_, 0Tik ,-. 4 ,•,,ty,t.,;!;,.',.,,N,':;.::;."...1.3.•&.0.,i4.,';:iii.:1k4,,',i'd•!`11-",...01(.1,41AK.,:-4. V,A., ..-••,, .•':/V-:-:-..,04!,'41.';(:;,,,-;:ii:/vP1'1,-kl.,',?..14;k119,,AVYW:i7i' q-.44`..1i'r''' ir??; i.;,,',";,;;L:;,..A'49,-A7'!:','.'71, • ' -1, :1,4, 4 : ,.. : , = ; :. 1 :;' , 6 , ; -, ::: , ,, ,, f4 :, ,N, , A , ',.,:tfoi - - ,, ..1,1:4! 4: 4 ; '4 .47 4 it','Pt ;.',-;,.:.4•,;,.,.:•,,,ii;:',',-1;! ( i'X';:*: 4 ;iii ,: . , '"/MIA : V :4 0.V:4'4AM ;,,,,-,,,,,:,:., „, .... ,„.,„.,,,,„ !; , ; , ,4 , AN- 6 .;=i , AV.'.;41.9:041"- i - •I'41- ,,i';;. 1 4'... - 4....• ,. .--ItAit A,_-:.,::Pp.'g-_;;=. "1.: .k.r. T - i -, 4 ......,;: .:.:i' ;.. . ,' ...".: , ' , '1' ' ,'"..■ ." . ?•:,),:q.:44 i.litV7ii,A.,.. • , • RECEIVED CITY OF TUKWILA FEB 1 2 1998 PERMIT CENTER Square Footing Design 94 UBC (91 i•1136) I .Vet. v4031060 - • ' By Rick Heide, P.E. , Design Build Services, Inc. on 02-104998 Project HCLMQ -•LOcatiOn: Pierre residence c9 - Summary Size I5FTxI5FTxI000IN • , . Footing has beelidesigned Without reinforcement FoOting Loads:. Live Load:, Dead Load: Total Load: . • Ultimate fectOred load: Footing Properties soil bearing pressure:: Effective soil bearino pressure: Concrete compressive strength Selected Si Leng : Area:, '..Ultimate bearing pressure: Column Base Dimensions: Length Width: • ' . • : • Footing Size SelectiOn: Required footing area Minimum footing size requited:- • • ‘,, Footing depth based on shear, stresses: Selected footing depth: Punching Stress Calculations: - • Critical perimeter • Punching shear Punching shear stress: . Allowable punching shear stress: Beam shear stress calculations: ' Beam shear. Beam shear stress: Allowable beam shear stress: . • • Bending Requirements: Factored moment: _ Nominal moment strength PL= 2150 LB PD: 1000 LB PT: 3150 LB Pu: 5055 LB Qs= 2000 PSF V 2500, 1.5 FT I A= 2.25 SF Qu= 2247 PSF 4.00 IN 4.00 IN reqL 1.68 SF :Lreq= 1.3 FT ' b= 10.00 IN Bo= 56.00 IN , Vu1= 1997 LB vu1= 5 PSI , vc1= 200 , PSI , Vu2= 0 LB •• 1,/u2= , 0 PSI • vc2r4 100 PSI - „ • , : • . ; ," , . • Mu= : 6880 IN LB Mn: 48750 .:, IN LB • „ . cio.wcd COMPANY Design Build Services,' `Inc. 28119 - 120th St.'SE. 'Monroe,,WA 98272 (360)'793 -9659 DESIGN. RESULTS NDS -1997. SOFTWARE FOR WOOD DESIGN PROJECT Column DESIGN. DATA: type: pinned base, Loadface.= depth(d) material :. Lumber Post Ke x Lb:. 1.00 x 0:00= 0.00 (ft] Ke x'Ld: 1.00 x 0.00= 0.00 [ft] total length: 8.00 [ft] Load Combinations: ICBO -UBC, INPUT LOADS: (force=kips, pressure =psf, udl =p.Lf, location =ft) »Self- weight automatically inclLLded« Load _ Type: I Distribution I 1 Dead.. Axial 2.. Rf . Live. Axial 3 Dead Axial 4 :.Live Axial Dead Axial Live .Axial SUGGESTED SECTIONS that PASSED the CODE species 1 ' Grade DESIGN NOTES:. bxd in Magnitude I Location • I Pattern. Start End A Start. End 1 Load 1 2.30 (Eccentricity = 0.0 in) 3.15' (Eccentricity = 0.0 in) 0.64 (Eccentricity = 0.0 in) 1.40 (Eccentricity = 0.0 in). 0'.66 (Eccentricity = 0.0 in) ' 1.08 (Eccentricity:= 0.0 in) CHECK: I Axial I Bendingl' Comb'd I'Shear l Dispi I fc /Fc'I fb /Fb' I I fv /Fv'I Allow. I - -1 I Hem -Fir 1 No.2 4x4 0.44 »For more detailed output, select a Suggested Section from the Data Bar. «„ 1.. Please verify that the default deflection limits are appropriate for your application. CIT OFETUKWILA FEB 1 2 1998 PERMIT CENTER c10.wcc COMPANY Design Build Services, .Inc. 28119 - 120th St. SE Monroe, WA 98272 (360) 793 -9659 Column DESIGN DATA: ADDITIONAL DATA DESIGN NOTES: _ SIZER DESIGN CHECK - NDS -1997 type: pinned base, Loadface = depth(d) material: Lumber n -ply buil_ -up fastener: nails Ke x Lb: 1.00 x 0.00= 0.00 [ft] Ke x Ld: 1.00 x 0.00= 0.00 [ft] total length: 8.00 (ft) repetitive factor: applied where permitted(refer to online help) Load Combinations: ICBO -UBC INPUT LOADS: (force= kips, pressure =psf, udl =p.Lf, location =ft) »Self- weight automatically incl•ided« Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load I I - - I I 1 Dead Axial 2.30 (Eccentricity = 0.0 in) 2 Rf.Live Axial 3.15 (Eccentricity = 0.0 in) 3 Dead Axial 0.64 (Eccentricity = 0.0 in) 4 Live Axial 1.40 (Eccentricity = 0.0 in) 5 Dead Axial 0.66 (Eccentricity = 0.0 in) 6 Live Axial 1.08 (Eccentricity = 0.0 in) ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## DESIGN SECTION: Hem -Fir, Stud, 2x4 2 -Plys @ 2.169 plf This section PASSES the design code check. ############################################ #ft # # # # # # # # # # # # # # # # # # # # # # # # # # # ## SECTION vs. DESIGN CODE (stress =psi, deflec =in) Criterion I Analysis Value I Design Valle I Analysis /Design I I I • - - I I Axial fc = 881 Fc' = 975 fc /Fc' = 0.90 Axial Bearing fg = 881 Fg' = 1920 fg /Fg' = 0.46 FACTORS: F CD CM Ct CL C: CV Cfu Cr LC# _ Fc' = 800 1.15 1.00 1.00 1.05 (Cp = 1.009) 2 E' = 1.2 million 1.00 1.00 0 Fg' = 1670 1.15 1.00 2 == PROJECT Axial : LC# 2 = D +L, P = 9.25 kips Kf = 1.00 (D =dead L =live S =snow W =wind I= impact C= construction) 1. Please verify that the default deflection limits are appropriate for your application. 2. BUILT -UP COLUMNS: if bracing causes buckling about an axis parallel to ply thickness (as in a wall) :hen Kf =1 in Eq. 15.3-1. 3. BUILT - UP COLUMNS: nailed or bolted built -•ip columns shall cdnform to the provisions of NDS Clause 15.3. Feb. 10, 1998 16:07 :52 CITY OF RECMVED TUKWILA FEB 1 21998 PERMIT CENTER Area: Ultimate bearing pressure: Column Base Dimensions: Footing Size Selection: Required footing ayes: • , Footing depth based on shear stresses: • Minimum footing size required: t • Selected footing depth. Punching Stress Calculations: Critical perimeter: Punching shear: , Punching shear stress: Allowable punching shear stress: Beam shear stress calculations: Beam shear: Beam shear stress: Allowable beam shear stress: Bending Requirements: , • Factored moment: Nominal moment strength: RECEIVED CITY OF TUKWILA '.2.FEB 1 2 1998 PEFIMIT CENTER " . • : • 1: • ... .. Size: 2.2 FT x 2.25 FT x 10.00 IN " Footing has been designed without reinforcement.. Live Load: ,. - . . . . : . :' ,' , - .. PidjeCi:HOLMQ-; Location: Pierre residence c10 Allowable soil bearing pressure: . , .. . Concrete compressive strength: • - . ,,, . Footing Loads: ' - Effective soil bearing pressure: : ,' „,, .,..' Selected Size: , • : _ , . : ,..', , Length: . - , ' -. , ,, , ..,, Width: :Total Load: . - , , . Dead Load: : Footing Properties:. Ultimate factored loadi., - . , By: Rick Heide, P.E. , Design Build Services, Inc. on:.02-10-199 Square Footing DeSign[ 94 UBC r (91 NDS4 I Ver.' v4031 060 ,. 7 . . ... , ..',. Lreq= . - 2.22 FT ..., Areq= 4.93 SF •, - -... ': '.....';'; :‘.:PD= " . . • 4250,.. LB, ' PT= • 9250 LB, . • ,., .. . Qe= . 1875 - PSF ••,.; . ;', ..,.', . Fic= 2500 : PSI - • . ,. ,„ , i •,, w= 4.00 IN - W= . 2.25 FT - . A= 5.06 SF ',Qs= ' . 2000 PSF ',... • - ..` ' ...,-; L= . , .. . 5000 : . LB , b= . 10.00 IN . - - ,, • ',...: , . • , , . , . ., - -,„ , :s .., ..- Pu= ' 14450 LB , . . ... - ... CIll:i . 2854 PSF • . . ; Length: . I= 4.00 IN . •. ',...',.,•;-,...:, Width: ,'. L= 2.25 . FT Bo= , 56.00 IN , • :., , , ,., Vu1 10565 LB . ,.. ' . vu1=. ' 29 : PSI . . vc1= ' 200 PSI Vu2= . 803 " LB • • .. v . ' 100 . PPS511' , Mu= . . 35389 IN-LB Mn= 73125 . IN-LB ACTIVITY NUMBER PROJECT NAME PIERRE, NARY JANE TMENT: G IVISIO FIRE PRE NTION ❑ P WSION ❑ C 0 STRU ❑ P COORDINATOR fe 1 t 1 DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 2 -17 -98 COMPLETE ❑ COMMENTS TUES /THURS ROUTING: PLEASE ROUTE ❑ NO FURTHER REVIEW REQUIRED n ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL I 4 APPROVALS OR CORRECTIONS: (ten days) APPROVED ❑ APPROVED W/ CONDITIONS ❑. NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL PLAN � W Y ROUlta SLIP I I CORRECTION DETERMINATION: REVIEWERS INITIAL C:ROUTE -F D98 -0044 DATE 2 -12 -98 NOT COMPLETE ❑ NOT APPLICABLE ❑ DATE DATE DATE DUE DATE 3 -3 -98 • DUE DATE APPROVED I J APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ (Ceniftcadon of occupancy requited. .REGISTERED AS PROVIDED BY. LA CONST CONT ... GENERAL - REGISTRATION NUMBER CCO1- PARADCI077PN 09/22/1998 - _:: EFFECTIVE; DATE. ;s:_ :: : `: = 10/15/1993 PARAD I_ 1 -93.12 88 EDMONDS Si gnatur [ssued by DEPARTMENT OF LABOR AND INDUSTRIES -4o 1)98 -0044 52-c) 'Ft-0T ? ko 4 t5\1<) - rk EA \ GufeA.le.i P A A- t SEPARATE PERMIT REQUIRED FOR: lMECHANICAL tiELJECTRICAL PLUMBING VGAS PIPING CITY OF 'TUKWILA BUILDING DIVISION I understand that the Plan Check approvals are subject to errors and orn .35 ions and approval of otans does not autl the violation of any adopted coda or ordinance Receipt of con- tractor's cop of approved plans acknowledoed. Cray OFEaDWI FEB 1 2 1998 8-00 4 Peamrr CENTER DI _ 4 0 - 3 2 \ A G-4 A' (-..) • - 2,6 , 1 otr , , 3 x:(47 6 1 1 4 -.----- A „ c, . A - 7! - 7 • , _ 2, < • vz • 001.)9 Yit SI \ y. 1s 1 VE ND - ie oe,-,\16,r 6 I_ t , V' 413' 1111 r ,....i.gy .i ci Er t , .: . ''. '...4 I 1 4 16 P7 1 4 I-06. rv>J ,-\ _ I v age - ' ' 0xA { 1 --1 - 1\t - G — iP _ L-IJiN 170 g,t*G ' t"\ 41 k i' 0 1r(1u NIAei-C vitAe 0_,A-(6,E. .-AM I .„ �- A -M\t A1 , i111.- 1 r MI L' 1 'Gbg.M eL 13.2- g12 2 64.?_ 3 5A'C \�': '"c; 2, pool t iXwt) '4 /Vv1 \11,0-fS ix ' LW-- - N , 0,01e- 496,x, - ,H, .}k. r Q ,1.4, 1..1Q F%iXC'9 ,.1)(6 e 1 ai : ,‘.k. .■(k 1,It. - 5, 4. S. Y \B C,° (°° !tea g 5 \ a ,° Co`' S . ;yi> ra Z'' &S �t °3° V° ° 2°e,° ez,°6s 264 °2.° Cq °S° a ' C,° 6T 2. 4 ' s° Sc) s° 2 °S° 2'5 f . AP V■ (_� .41F oQ a `�U�?so L3o00o00 - rVJNQl� �f�nN���� kl 40 40 1'7 , 7 2 \ 2, ' ler,1 1 2, 0. 81. 20.0 ' A 225 26 600 2;b 46.0 °2I 1 6.0 o0 6 .� oQ n_oecl 0 A OS N j 't2 A I r £2 LL/--1" l IQ — r 0, '?53 G t-A k J %743 = 2b . �% 1J 1'-)'17 - 11CDP ' f i- CY=>Ti Nth )g, Sbf1l�44� i ; g 4 t\) �((o- Sm2 i$ x 'BR X SO4 \N \ O o'er \ , S6 -2 O T \ C1 R 'J' k {, T r4 REP EXls RooP EXPIRES 12( (. i � a \ 3 NO RECEIVE CITY OF TUI(W FEB 1 2 1998 PERMIT CEMTER 2 (c: Q I ; ; f ' r Z)c W") () t7- Uti t,3 kt" (a \ V 7 5/y71,.."4" . '-` 7 - c;Oc?. , ,L .-';.?_- b1(..2,,1 i li.,/ , , - 2_,:y./c . ,- ,- - ii__ — ---- i; t i H. 1 • ; .,, ,... .. .. 1 ,„ - ' , 1 1.a 1, '2_4 , I i - —I \-, ' Acx \ pr_l_ ktca VtI N et 2 IC0 x x.(19 < qs P t L.11 1 rt /1 1 2K4 • -- AW ?vV(J: IL / 2 1 () ., "4 -,------ ---- ii _iL : ..,---- .....----- ...:--_,- ___---- ,-- ___--- - ,-_------- - - .-1 ----,--- / \16-1 / , 1 , ---r . -7/ vt:1 , 6t, ,,,,, \ / 16 oe.,1 p..0,, e,w,01,.L. yir -T— N - _--- - ' --' t' N. \ - 1 -1 L__,--- r, ' 18" T r-Fs-5 , 02o 55 N 4 ) (ON t -11 :/ VV , x UiLi -c - -ro _ 2.4- v.; itAtt*Ick-.'t IS-)A 4 \ ______ . \ \ , \-. -1_1_ '-• t A ' t `Lx o ik0. 11 \-N P?? N CITYR N7UVW,A FEB 1 2 1998 PERMIT CENTER b t?ie >l ' �1G1 IX i3Grf SAty�, L 1 i' )113 V 13z RECEIVED CITY OF TUKINIL. FEB 1 2 1S98 rn W ATT 1} 1. (Oae aca• GW12 -Ii2 x4'xS° (21wo'1aces) Stru=at Panel Siding 318 ". z 4' x 8' - One -story a'L brae pa: el 313 "x2'8 "xl0'orless a o-story aicbracd 3B" x 2'S" x 10' or less Piyweed or on (two o faces) FA'y ELSCEEDUT E 6d m11 6" n -c. (edges) 22" orb. t'fie!dj Coale: tails or waiPooard s 7" o.c. 5d coclerlwal'iboi. rats T o -c throughout Corrosion res start 6d nits at 6,1 o c (e aeS) Natiang Sd at 6" o c- (•ges) 22" ate Geld) Bicax:: g regained at ail edges: a iar bolts ;v c piace3 a: c, z;cs pclots F.aicew s - i SONG = . each e..d. - * .a.-b g 86 at 6" etc. (eagm ) '' 2 "o.c (.`'. Block ne riscuired at all r ges - A.ac+-or bolts - 3 planed a. E', points: - Hcldowas 3CCC at eaai e.d General Not BranWwell .Lad sole pia:: s roiled to Scar a-.c , o u e $ aSs be arc. orcl taint, ii3e e joints are Rerpendicala n brae,- wall ii.es P:as^i wsta ;bracad'wa2, ">r: es. -. FRt SCRJFTIVE ERAACING REQLtI� MENTS 514FE' P, 6xA..L pert FLAN iEa d14A1La a 4;Epvt E. P1,4iL 'TV! A,f Rba 3WT4 TO 24Bf OGK' c2� Jo{Sr5 1 oat, 5auo 6#- tCIa'N6 ( YO � i I2LARTea5 P i L) - TE IO'R TO OC)F F 'AMIN �Gk°a AFw- ; It#6AFe.WAI ra1 e1 tr 1 —. 3!4 FLYWG. iNtYR1OR WALL 2a 4'.a t6° O.G A4 a ; r3t/ erLe 4.74TAC1 IaR Bailtd Servleti ), "F." HI?,ok4CL'.?.- 8 "walY min. 9 "lfdYa Cgtrlfr a a srticruuSTIINIJ n f s" r,durw>Ce'; spin aThA1a1ST1aR.i- a±:grail ` , n :: o is Ce. en aTiiv n,t 1873- :'riroit0 Tk[li,t5rt4R.r - 8 d STHD14JS ,aR,t- 6rwa7Y ST 4)Srt4RJ a TTfl F!Ti2aral5,a 1 hrSSTa2A. kD PHpd.'ifa"S,STP2a T2: ST ei�4 to n15.- tdS)'v7 xl rrm Tau Sr 'JB 'p MST Tu0 NG9T m ratai AAr and; wa: opera vnavaarQi s5 5e41edutc- Sln4psat+ ar' Egua! fn a, 0- 9 Walt as Lax ra ioa:l wt min n:x ='t Id 3 ;kum c ,4 Unm c 1VB9 - F+fQ:.et .latv'es or _rxf udr,rni> _ rtjp lad dufa • Raa 4a - t4i t19 Too Ptato Y an ti =Ll Shn, ,dotes Be sf d or 1994 ctSd ana industry Standards'aaa,.r.: Toenail use @ rim to toe plate reunites 20"n more nags. 0 e ... a,-a tlaI}ar G values are m be reduced by 50,;, for 8eisn 4._ @tap Owe onlyregaea `R:mIci..s ,.r,a,Tr`nteriorwal:... Hn22 lCf Pinar/oral 2,ti7 2;208! =x16 1 7x12 e,o72o r. hornpo : a` ad a se arrant vaIoe £+ 6nor ,arils ehr I n,d docrha are re rha anPeatons or t r adNf rod -eC . , (ya ^6 7 n zn.hC� ry tat _ x r+il ,nc ab veend 9 e side calh head the t or, Scoonhri traparoCdow One .RECEIVED ri7v nF TUKWIL4 FEB 1 2 1998 ��M!t CENTER