Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit B92-0284 - BROOKS RESIDENCE - FAMILY ROOM AND KITCHEN
rn cr t: City of Thkwig.. Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: B92 -0284 Type: B -BUILD Category: ASFR Address: 5615 S 149 ST Location: Parcel #: 808860 -0065 Zoning: R1 -7.2 Type Const: V -N Gas /Elec: Wetlands: Water: N/A Contractor License No.: TENANT BROOKS ROBERT & 5615 S 149TH ST AUKW'ILA OWNER BROOKS ROBERT:; JERK 5615 S 149.T0T, TUKWI;LA BUILDING PERMIT ************************************************ ** * * * * * * * * *' * * * * ** * * * * * * * * ** Permit Description: REMODEL EXISTING GARAGE INTO; FAMILY ROOM AND. ENLARGE 'KITCHEN AREA. SETBACKS Front: .0 Back. Left: Right: Units: 000 Buildings ,: " °` Fire Prot:etion:' /A UBC Edition: '199,1 Permit Center ` Slopes: X Sewer: N/A WA 98188 Status: ISSUED Issued: 08 /28/1992 Expires: 02/24/1993 Type of Occupancy: DWELLING Valuation: 5,000'00 Total' Permit Fee. 123: °;30 *******r****** * * *' * * * * * *; *. * *, * * * *` * * *'* * * * * * * * * * * *: * * * *' ** * * * ** (206) 431 -3670 I hereby, > th at I have ' "read and examined this permit and know the same to b,eAtrue. All pro'v of law and ordinances governing. this work will be complied with, : -whe ;then - specified,, herein or not The granting of this permit does not :presume'to, give authority to „;v or cancel the,, provisions of any other .;:state or local `laws regulating construction o.r. the performance of work. I `'am” 'a uthorized to sign for and obtain this b pe Signature:_ Date: ---2.. -2Z Print. Name: — This permit shall become null :and void if the work,'`as not commenced within . 180 days from the date of iss`uance,, or ;:if the work is suspended or abandoned for a period of 180 day 'froth °'th`e' "'last inspection. PERMIT NO. CONTAC i ED L YYl-e- a5 -CIO - !cam C � ^� (init.) `-�� DATE READY DATE NOTIFIED PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING 1 VA . 510 � 3RD NOTIFICATION BY: (Init.) . BUILDING PERMIT APPLICATION TRACKING PLAN CHECK NUMBER oat P � A �iTit!I :; : NT O FIRE O PUBLIC WORKS O OTHER 3.BUILDING - final review INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET 000. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. BUILDING - initial review L "qa PLANNING 8l)glq 401 REVIEW COMPLETED PROJECT NAME SITE ADDRESS 5Ls 1 L1q INIT: INIT: INIT: 0 ' INIT: q2. 8//9/92 INIT: rooKe , Robert CONSULTANT: Date Sent - FIRE PROTECTION: r ) Sprinklers FIRE DEPT. LETTER DATED: ZONING: REFERENCE FILE NOS.: MINIMUM SETBACKS: N- UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: TYPE OF CONSTRUCTION: SUITE NO. �, TOTAL OCC. LOAD UIREM Date Approved - IBAR/LAND USE CONDITIONS? ( )Yes S- E- W- ) Yes [V(No Detectors n N/A INSPECTOR: UBC EDITION (year): 08/17/90 SITE ADDRESS SUITE # •... i' i " ; ', , : IT/ / ( 4 ■ . 'i I � VALUE OF CONSTRUCTION - $ / • . r . • -' ',. PROJECT NAME/TENANT ASSESSOR ACCOUNT # ,c) i - `,, , i, c - (.,/ 4 - i (commercial) U Demolition (building) ❑ Other F31 c)ok.Q TYPE OF ❑ New Building LI Addition Tenant Improvement WORK: ❑ Rack Storage ❑ Reroof Remodel (residential) DESCRIBE WORK TO BE DONE: , , I . ,_, , -t , . , ,i >`(.. :•'1 BUILDING USE (office, warehouse, etc.) • NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? ❑ No p Yes If Yes, new building requirements may need to be met. Please explain: 1 ' /,. ;,L.'. -i r„„0( /k'e, ,l + . SQUARE FOOTAGE - Building: el ,,- ! c,. Tenant Space: Area of Construction: ;�:. < �,- t ., WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? CS, No ❑ Yes IF YES, EXPLAIN: PROPERTY OWNER , _ Js' �. � . 4 4 h r , .. • A, '- PHONE -,; 7 , ,? P �r ZIP / ' i ' "' `� r 'I y - , � ADDRESS , t r ', i i L 16k. CONTRACTOR (— ) uo�� Y , PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT PHONE ADDRESS ZIP CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 CONTACT PERSON DATE APPLICATION ACCEPTED BUILDI3 PERMIT APPLICATION DESCRIPTI >' BUILDINGPERMITFEE PLAN BUILDING'SURCHARGE<: »: AMOUNT: DATE APPLICATION EXPIRES RCPT: # APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by°the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. 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. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. 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 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. - fl q3 al;erei COMMERCIAL NEW COMMERCIAL BUILDINGS /ADDITIONS Completed building permit application one for each'; structure; Assessor Account Number n Two sets (2) of the following Specifications Structural calculations stamped by a Washington State i • engineo(: Soils report stamped by a : Washington State licensed engines Topographical survey ( - Energy calculations stamped by a Washin engineer,or architect : Legal description Working drawings; stamped by a Washington State license architect, which include • Site plan Architectural "drawings • Structural drawings Mechanical . drawings • Elevations • Civil drawings Landscape plan I I Completed utility permit application (one for:ennre protect) •Six (6) sets of civil drawings NOTE: See utility permit application and.checkli for specs is uttli submittal requirements RACK STORAGE: • Assessor Account.Number Two (2) sets of plans, which include Building floor plan showing Entire space :where.racks will be locat • Exittdoors ;.. iimensions of aq aisles Tenant space floorplan showing rack storage layout, aisles an exits NOTE: Includedimensions of racks (height, width and length ), : aisle and exit ways on plan Structural calculations stamped by a Washington State license en gi n eer (rack storage ti' and aver) RESIDENTIAL --• — NEW SINGLE FAMILY DWELLINGS /ADDITION. permit application • Completed building permit application (one for each structure); Legal description Assessor. Account Number Two sets (2) of working drawings whichmcivae Site: plan �_. ��. 1pn plan; show close t hydrant toca • • Foundation lnc /ade access to building showi • Floor plan widdh;and length of access Roof plan Building elevations (all views): ;Building cross section Structural framing plans COMMERCIAL TENANT IMPAOVEMEN Complpted building .0044 application tenant) Assessor'Account Number rwo (2) sets of construction plans, which include Site plan .:.: Location of tenant spa • Existing and proposed parking • 'Landscape plan .(If applicable, i e „change of use) Overall building plan . ;' . • Tenant location •'Use of adjacent (common wall) tenant • • Overall dimensions of building or square footage Floor plan of proposed tenant spac .;Tenantspace plan with use of each room labelled • Exit doors, egress patterns :New walls, existing Wall, ;and wails'to be,demolishe :Construction details • Cross sections showing wall construction attachment for floor and ceiling C ` Structural calculations stamped by a Washington State licensed engineer may. be required if structural Work is to be done (2 sots NOTE if any utrlitywork rs to be done, submit separate utility permit, application and plans • ....... ........ . NOTE A cert/ficat/on letter is required prior to final inspection and sly off of the ermrt ANTE■NA/SATELLITE DISH ;Completed building permit applicotion Assessor Account Nuntter fwo (2) sets of plans, which include Site Ryan (showing building and location of antennaisatellite. dis Details antenna/sateiiite dish and .method of attachment • Site plan ' Foundation plan + Floor plan: , Roof plan Building elevations (all view. Building cross'section Structural framing plans;,,:,;; NOTE 1f any utility work is to be s and: plans must be submitted ROO F..... 1 Completed building permit application Assessor. ccount Number Narrative describing existing roe ::material being installed '. NOTE A certification letter Is required prior to final Inspection an offoLthgperMit being.removed, an one provide utility parmlt applicalio J livens Washington State :Energy Code da Completed utility permit application ix (6) sets of site plans showing utilities NOTE Building site plan and uGMy site plan maybe combined Sae utility permit application checklist for specific submittal requirements. Add tional topographical and soils in may be required rf unique sne condrtlons SUSMIiIIIITTAL CHECKLIST Structural calculations stampoi englneer.may be required RESIDENTiAL material ;t i GENERA k *kk h * * * * * k* ** k**** ** **** * * k * * * * ******** kk ** * * ' . ** * * k ** * * * * *•k * * TOTAL. �] •TY' }OF TIJK44T.L:q, WA TRANSMIT. •.CHEC4( fir 4** k** y* kA•* * k k* *;****.**** * * * * *. *, * * * * * ** ** * *•h * **' *h4 *.* * *, * * * *h • CHANGE. . fRANSMIT Number a • :P200.08;a3,, _ ( mount: 46:80. 08 " / /i 016£ 2582A000 • Permi.t;° No: :092 - 0284. , `Type B -BUILD BUILDING. PE RMIT' ; '.arce1 ;,Noe, E10 886C) 00E ST'. • Ptty:mertt',M .i lhad: ``,CHEGI( Ndtotian.: „ROUERT BROOKE T.rilts..8L8: * * * *74y4*kyk* * * *h rp�c;aur►t';`Ctade ' Deaariptiar► Paid 006 .830 PLAN 'CHECK - REB 46.80' Total (This Payment): ;`.' 46.80 Total Fees: 128.30. Total Al 1 •Payments: 46..80 Balance: 76.30 • • ..46.80 46.80 46.80, 0.00' k'********** F**** **** ** ' khk ** **** *F* * **h. Fr**•Frkh*h . k* GENERA 72.00 ;ITV OF TUKWILA, WA TRANSMIT GENERA 4.50. 4r*** Fr*** kh k k * * * *h * ** ** *•h * *kkk * * ** *•h* TOTAL 76.50 TRANSMIT Number: 92000902 Amount: 76.50. 08L/2E/92 "16 :31_; CHECK 76.50 Perm it "'No: 892-0284 Type: B -BUILD BUILDING PERM T CHANGE 0.00 0 01 2992 10:40 arcel: No: . S00860-0065 /02/92. - ., A00 ite Address: 5615 5.149 ST P y , m ertt•,;Method o C HECK. NotFtt iari: ROBERT BROOKE In it: SLB d r * k** Jr**'******* k** * ** * * * * . * * * * * * * * * * " * * ' * ** * *k ** Account ` Cade Descr i pt i on Paid 000/$22'41Q° BUILDING - RES 72.00 000/386.904 STATE BUILDING SURCHARGE 4.50. Total (This Payment) z: 76.50 Total Fees: .123.30 Total All Payments: 123.30 Balance: .00 • Address: 5615 S 149 ST Tenant: BROOKS ROBERT &.JERI Type:. B- BUILD Parcel #::808860 -0065 * * * * * * * * * * * * * * * *** * ** k * * *** * * * * ** ** * * ** * ** At * * * *** ** ** * * * * * * *k **** *9 *** * ** k* Permit Conditions: ' . 1. No'changes will be Made to the plans unless approved: by the ;Tukwila Building Division. • .Plumbing permit shall be obta ed...through the Seattle -King 'County Department of Pit bl ic �11Fr:y� P *l nbi,ng will be inspected by. that ag,en all` g pi (296 - 4722) �q ; ` � . �k ,. • 'Electri perms = ;s'tall b=e fia tained through theMW *'`,2�ov �;,� � � r 0 as t . 4 �, .�,,. q r a . w s � 4 ^ t .� �� State D.ivisi,of Labfor � san�dd, • Industries .; and �e1ectr.i ai, work w i l l l 01, hspec'ted b is that agency 2 (248. -6fi57) k,',,, �.vT Y�\ Y . F^+y . . yy„ iV gad' � . . A �! I F., • A1.1. perm1t i in :t'i�.on r e,corrd"s, and 'appr,oved =;p,lan .' sha l�,,.be maintain vtilto,,,bie atc, y b N prior'1 -tp tite r.t 4?' any cor). ' uct ta, . These documehtt are to be $mainta ne avai la,b unti 1 final ins °t)i,on a is g Any egl sed i nsula.tionsyba :p itng material shall have at � am Spread Ratli,` of ,�25 . ors;::1 'e'ss, nd teri shall be• r identi a .s •f is on . show'i ng' the f �r .c e per, p-r rating thereof.. ''''':,,,,,,00.: `Al 1 ,o, ns i on to be don,e";�ii confA marice with approved* o pia "s' andt.r qu remepts the Uniform. Bt hi-1,Q.Bui1din i ng' Code •(19.91 r, h'-- t W9f ii1S ate , :�.Edi � n) as ., arnend C e.d. _o bY t �re�,�sh��,rl. g 4 t § � �- g Code' , �� Un i ° 'rm " Me har`ii,ca de 1 5 ' i r EOM OS ) , and , rWash i .St t :e ngton En �gy SCo.de (1991 S e c o n d ' lE t 1 o n ) . ,, 'S''' 'S''' ? • "' , ` ' Val sty ;f..Permit Tiher t o c e k of ,,p or a pprova�l�,o. 1a,n , s.p `"cif cat -i:�• sn'sy an 1cont , at1 o s. shall not be c .str to at permit fir• + -"o.r, ,e'r a pro,va?li any vid,la. : of 4f..,t �e- ,,rovisions o f this c de or'of �•a.rn,v ord c ar the Jurisdiction. o r i res,umin� to' autho .ty o ro , ate or. cancel; tI 0 pro is'i on`s, _of t , i'i s c o shall ' .id . 6 �, CITY OF TUKWILA Permit No: 892 -0284 Status: ISSUED Applied: 08/17/1992 Issued: 08/28/1992 177317: 411 r .a -; r. - kg J Type of rasa: 64 5 . /4f ''e . I : ': � nstructions: � " /24.4'-'":"-I' � be' <.: r � c - � f' ( Date Wanted: Zr 2J 5 am. p.m. Requester: Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS: nspector: INSPECTION RECORD C Retain a copy with permit 0 Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: r► resa� t � ,9 _ s �,� - ..!.../ - /� Type of Inspection: �7-?1., ., e ailed: y Special 1fdru s Date Wanted: �/ / - 7 T f10. p.m. Requester: Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ❑ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval, COMMENTS: _ 4e- frl-ed c 7 S4 itcelt--k M e" r." L '11 7 g 9/ 6Ja ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100.` Call to schedule reinspection. Project: 4111 +' J I ±' lew Type oflnspect W Special In3trGctions :; Date Wanted: Requester: Phone No.: COMMENTS: • ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection: ❑ Approved per applicable codes. 0 INSPECTION RECORD ,\ C) Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 f3 6 1= (206) 431 -3670 t i< Corrections required prior to approval. rofect: , n9(94.s " "Type oflnspection.� Address: . . f %/' D Date Called; f l -- 2 2,5- r Spedal In s; D Date Wanted. • Requester: Phone No.; O. COMMENTS: Inspector: o.: Approved per applicable codes. INS RECORD Retain a copy with permit CITY OF TUKWILA BUILDING; DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ,87z.. C7LS� PERMIT NO. (206) 431 -3670 ❑ Corrections required prior to approval. Date: ❑ $30.00 REINSPECTION REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100.. Call to schedule reinspection. Date: Proj .: i n s . �: + 1 I nstructions: Date Wanted: I ^ " e7 7 am. .m. Requester: Let. PhoneNo.: 34_80_ Dx5^Y .. Rece+pt No.: r . 1 1 ® T ■p■ I SPEC 0 IQN R Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION. • 6300 Southcenter Blvd., #100, Tukwila, WA` 98188 Approved per applicable codes. • 139Z-DZ$4 PERMIT 206) 431 -3670 ❑ Corrections required prior to approval. COMMENTS: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd.; Suite 100. Call to schedule reinspection. Project: �� l� n -/C•� Type oflnspectio -��, Address: / 5� l 1449 Date Called: Z Special Instructions . : , f!'r t 1�-Q- Wanted: �^�. I I '� �` P m . , Requester. Phone No.: -(.1 „ii" — 0 5 O I' •E CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. COMMENTS: GQ(x.,. ); 44 /7 4 C? ea/ "-- 4#1,4" 1"-e6'. ' �.� �� LO.G Le% 4,-►4i f/i INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. L $17- rci _� u��/� ��,�, i 4•��• ��tc? m cf E ;f" - TRZ4.. PERMrr N0� (206) 431 -3670 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Dato: q trial S o i Type of Inspect , l �- / g : S /4 Sr Date Called: j1 _ 5 ,_ l Special Instructions: Dale Wanted' l 1 Q am p.m. Requester: .,. . Phone No.: SPECT ` 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes, ❑ Corrections required prior to approval. COMMENTS: I Inspector: eceipt O INSPECTION RECORD Retain, a copy with permit C Lr r Adl.Rs SfrtALT. Y Date: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule.reinspection. Date: PERMIT N0 / (206) 431-3670 12/42:0 (I<< N b�� 4 • J l Type of Inspe tQn: essl C S /402 .. Date Called: IO / — n ,,-Y " Special Instructions: Date Wanted: in— e9--q?---4,„ Requester: ■ � Phone No. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS; 7 �� 4 4, e,� e, � „,t• 13 s skj tie ( j- , /-=1��� P/evG G A-, vs" Sl t,,.tf.,• t. Tti /, / .h f xi s Ulu. b ' G' LP A- ~.el- ltl . Retain,a copy with permit �1tx b _ P_ cf-e, 2 /3/---3‘ 76 Inspector: • • /? O Approved per applicable codes. tx.1 Corrections required prior to approval. P ,/, ���'' 13. e 04 2, free tom,/ h v 4 e 7 4 i` 5 5- PERMIT 0. (206) 431 -3670 sxs /1., Date: O $30.00 REINSPECTION FEE REQUIRED, Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recepl No Dale: •• Apr 05, 1994 ROBERT BROOKE 5615 SOUTH 149TH STREET TUKWILA, WA 98168 RE: BROOKE ROBERT & JERI Dear Permit Holder: • tr City of Tukwila John W. Rants, Mayor Departinent of Community Development Rick Beeler, Director Our records indicate that on May 22, 1994 one hundred and eighty days will have passed with no inspections having been called for under Tukwila Building Permit Number,4192-4284.;1 Unless you call for an inspection, or obtain a written extension from the Tukwila Building Official prior to that date, your above referenced permit will become null and void on May 22, 1994. If your project has been completed please call for final. If you are actively working on it please notify our office. If you have any questions or need further information to obtain. an : extension on your permit please call the TUkwila::Building,Diviton'at 431-3670. . . ' Sincerely, 7 t ie 4 Denise Millard Permit Coordinator Department of Community Development • 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 41-3670 • Fax- (206) 431•3665 Jul 12, 1993 ROBERT BROOKE 5615 SOUTH 149TH STREET TUKWILA, WA 98168 Dear Permit Holder: Sincerely, Denise Millard Permit Coordinator City of Tukwila Department of Community Development Rick Beeler; Director On May 29, 1993one hundred and eighty days will have passed with no inspections having been called for under your Tukwila Building Permit Number B92-0284l' Our records indicate you were previously notified of the upcoming expiration date of your permit and given ample time to either apply for an extension or call for an inspection. As of this date neither action has been taken. This letter is final notice that if,,your permit is not extended or a final inspection accomplished by'Jlil 26 1993it will automatically expire on that date. Any further work on the project after that date will require a new permit.and additional permit fees. If your project has been completed please call for a final inspection. If you are actively working on your project, or if your project has not been started, please notify our office. If you have any questions or need further information on this subject please feel free to call the Tukwila Building Division at 431-3670. John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, VVashington 98188 • pg 431.3670 • Fax. (206) 431-3665 Apr'02, 1993 ROBERT BROOKE 5615 SOUTH 149TH STREET TUKWILA, WA 98168 City of Tukwila Department of Community Development Dear Permit Holder: Our records indicate that on May 29, 1993 one hundred and eighty days will have passed with no inspections having been called for under Tukwila Building Permit Number ,, k,B92-028 1 P: Unless you call for an inspection, or obtain a written extension from the Tukwila Building Official prior to that date, your above referenced permit will become null and void on May 29, 1993. If your project has been completed please call for final. If you are actively working on it please notify our office. If you have any questions or need further information to :obtain art extension on your permit please call the Tukwila Building Divison at 431-3670. Sincerely, L/ti, at • Z-ak 0 Denise Millard Permit Coordinator Department :Of Community Development • . • '. • • • . . . • • . • . John W. Rants, Mayor Rick Beeler, Director 1■••■■•■•■•••■■••■•■••■••F 6300 SoUthcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax: (206) 431.3665 i." • Vie vi% .1 N4 t .r •• • #4 40 ,0- 7 4;f4 , -- - " " "4. I 44.0 •••• ..; , r 1 • • . ; 1 'fir. l4r , 4' 1 b. • A.S• • •t 1/ • t f 1 - 1 -- "r -L *7 -1- r --;— t -7.7,-1 P i • .44Y7 1 ' -Yn , 'orP• :1 • J ,/ ■ LIII - H ( 1 ,fr //, A ,-e. cf-r. 1(. -- - 4 22. .--•_') iv r . fi .; Ailv, ...-' . 4 , /-•'%'' • .'' •e,, f„•• . • ‘.'.,,' .0/.4440# /4) ..- r-,...- .-.,/,,- • 4 w ...,,, 1 — • • . . . -- 9"." — ,p — aitZE t • •4 • , el' 4." ^•-•C •• • , ;,-; • •• 'n'e• p ; 141.; • 4 NA3 • 10'1: • • 4 + 7 .; v ( -it.> , v .• Le) ('. ■.) ‘,‘ o • 1. ' • .41 k ...4 AO • -- -.- - "Alroi • —r- • l'••••••4 • • • I • A • • . •"•"•'4•: " .......••••••44. ff.==.r.1:1=*=• .• -". - , r ,. • # 1444 ) , • *11,, AVOW • woe f,v f.)t;Ivl , • • •! . dill, .‘„,-:': • . ,,-• ; . , 21< E5 /11"114 t-‘ 4.3.44 ) I - 13 4/. F 5 74 Perc•'('-- K., 2;' 3 f:: , \-)(0 65 . - •t„ I ; ty(pri."*Roo "c' e • - ••_ 41 #1/ 14 .,;:c:-..-. • 1 "• "• • • -L... • • . 4 P7A - r 4w4 RT 1/ 1 ..) r 2 ,c 12. 9, Pt et IC SEPARATE PERMIT AND APPROVAL REQUIRED 0 ## 0 - tri • 1 -t,11(.0 ‹2_,x ( &ix • 00/4' c:;91 e 1 If a- „ 4 1\4 -c i t.t.soLi_vrt Nct lAG.S ,t,2 0r•k• 1 A --- ” ss‘1,1•:,r(-Ak- ef-xco fZ U7 10 T: ••- .) I K - — ; 1 4 1 II I 1:?1 ° e• • CA 4 .?S: - K 1 G•••Pto- I • 4111%. f 4 (./116 A r)U- ; T 1 - )ey..4.31 .4K4 P174 _L,(-z3 r \,) exj, 1/01, r hfcsea I L tl TUDG-4-- 2.4 (A) '1;6 5/8 ;'qi C.C;"4 P‘.0.1 `%, G‘ )frr 14 / I urder.tand lhot the Plan Cher...#: annrov,?!is ere subject te.) error 3 and onik3sionr, and approval of pir.ms dots not authorize the violation of any aCepted code or ordinonce. Rroccipt of contractor's copy of approved p:... acknowiedfxd, By L X Dale , Permit N o A lf tvrru 1 -#15) F L.F.: COPY ^V_ 1.4 I CITY OF TUKWILA ! • Li Def.44).1 F' f' OVED Atm • 3;_qt.„, U G , cxisek.040,A= 4 •—•••:." --•-••••••` RECEIVED Cry OP 11 WWII A AUG 1 7 1992 Li • ..osthi, • = 0 e ms INCH ?e3 4 • 7 8 9 10 11 WGERMA ; NOTE: If the microfilmed document is less clear then this E PI ( , notice, it is due to the quality of the original docuent. 0€ 6 8 LZ 9Z 9 Z 4 7Z £Z ze 1Z OZ 61 81 LI. 91 St VI Et Z1, It 01,, 6 8 /.. 9 S 1 7 E Z I. b r+ 1,111 1111 !Hum im Hplai HIT mil IE H ,• • • „ Ip Co • SHEET SHEETS CHECKED SCALE WINDOWS DOORS STANDARD MR LEAKAGE CONTROL PACKAGE DESIGN SPECIFICATIONS TARGET AIR CHANGE RATE ..3S natural air changes per hour. PRESCRIPTIVE MEASURES FACED INSULATION CAULKING AND SEALING OF JOINTS AND PENETRATIONS RECESSED LIGHTS ELECTRICAL OUTLETS HEATiNG SYSTEM DUCTS FIREPLACES WOOD STOVES EXHAUST FANS INDOOR AIR QUALITY Tested i:ttiiii• !ion rates: .3 cfm,lin ft sash or less Test standard: ANSI/ASTTM E2S3 -73 @ 25 mph windspeed. Tested Infiltration rates: swinging dosxs:.2 cfnvlin ft crack sliding doors: .25 cfn0t2 'rest standard: ANSI/ASTM E238.73 @ 25 mph wittdspeed. flanges must be lapped and stapled to interior stud or joist surface. At mttdsill; @ window /door rough openings; @ exterior wall sole plates; @ seams; @ u:it:ty penetrations in watts, floors, ceilings; @ ceiling joints and penetrations. No recessed lights in vaults. In flit ceilings, I.C. (insulative cover) -rated units are allowed @1/400 ft2 of ceiling, Seated with gaskets or other approved fire -rated sealing technique. Sealed at all joints and seams. R• I ! insulation in unheated spaces. Tight - fitting doors; outside combustion sir supply directly to the firebox; tight - fitting, accessible damper. 6 inx outside combustion air intake direct to firebox; tight - fitting, accessible damper. Bath fans @ 50 cfm minimum and kitchen fans @ 100 cfm minimum; back draft dampers, timers or dehumidistat controls. Structural component formaldehyde standards; radon mitigation preparation; ventilation system with or without heat recovery. See Super GOO '17'M' lion 3.9 and 3:10 and lUL 'AI= AY szoUt rl oPI;NIt4C& Wl;r� t.�Nt's 1MCIcE WI FidrRbl -A P`I�F.K GD.rt°REP Wu' 1 M op- Pf.t -tNG Features Of An Energy Efficient Door THERMAL STORAGE FIGURE 4.A Monolithic Slab insulation GttA44ULe.s.. "' r t FIt.L tit.. I r� DRAItJ nfiglt PF DrEGrivs caveglr46 OvE.R 6XTRuPec, Pot.YorrtrENI;. FOAM IN5ULAfltN AIR TIGHTNESS CHARACTERISTICS Slabs are basically airtight, and act u an air barrier. To help block radon entry, seal expansion joints and penetration with a concrete sealant such as one part urethane. In passive solar and sun - tempered designs and in homes which use radiant slab heating, the slab provides heat storage and is an integral art of the heating system. In these instances, full under -slab insulation is recommended. ALANr oe1 4 LATE ANt7 rArlcRErt: • •'`1 MON • • .;.;'r. , e OLITIIIG coWci Pooi11NCa f Fizog. NA LL it-IOULA1 iot-1 : P-11 ielectus 'Ss P>A1r4, vvrof .61:64)1,5 FI FOR et-06 K•e. rot t. • Et, 5l, i3ooYA.Nutru (i•) Fiat Ceiling Options O 14 ALA. GA1 l acMC 1i szoorr Are Patmi,tt' t l n ot ,f frk, 154.411:14r4c, F -t& Pw.I, ' q1 vellraAyisi• • rgoWatB VIVIJC t.. rd4 1'0 /drG.Yatrt,Y TRANSFIX. KAMM mss. ft, ► w bent .rt • Pa D# rx PLYWOC o ad$Av It+?<s 2 x I+ RAFYERg I1"1+ N l 14- oeN6ITY CoArr It Ut,P.T101.1 Ira g.5a4- .5• vAPoiz �t&RFtJESi AT ui4osR6K311 of RAFTERO DK'f i4ALl. AT C E J L.l 4(e IAA L.t.r Vaulted Ceiling Ventilation SKiP SHEATHING i4aov 5►4INCet.ES cn-1 Ix NAILGR °STFFiP N 1 aN r4 c r r i :5 rem VAPb BAItKtER t'RYNAt_u Methods for Baffling at Eaves to Allow Air Ventilation over knsclatiort ("if 'Nett Typical Beam And Decking Ceiling v �� SGRzE i4E P ) E e)(ro go ` pac: .'`• C61141'40 PL lL D ro 5.XPO I' A4"16 Poo' .ORSA1N944 !JAILED •to 9.%6. opt 2.s & RAFTER'S her ot{ Tot cocItiNcl R-40 � Ii�t1LAT IOr4 e,ErI -.BEN PAr Rai Basement Wall / Floor Insulation INTERIOR BATTS ' L L 4E t. WArive, ©rrtc. 4 Falk Rtt4 Jsorsr 1145,4.,AflO : -° i:U.rr4 (r~•rj t'ol.) RJ4IP Standard Air ' Leakage Control: Caulking and Sealing RIt`c•HV4 '.4t' - N o s t fv a Nr r w$ 41•ANIPAtta4. RECEIVED CITY OF TUKWILA AUG 171992 St ft , 14 10o - r4 f >'ANtE t mil{ 6tt.t. • A ,• • • t%Et.av-1 • f9tiADE sia.t./ 5LAI3 PM p-i ertrt 11 lot4 EXTERIOR PLACEMENT Floors Over Unheated Crawlspaces Pb3t.`t NH WRAP Of *AOLs `ierlr FIGURE 4.8 Below -Grade Wall / Slab Perimeter Insulation l4ota6'rug . la•+RizIER PLYWOOD FLOOR INTERIOR PLACEMENT DECKING FLOOR R -19 Wall TYPICAL FRAMING AND INSULATION Ia EAf2 R OPt`IaN6 F3/411, it+51..kyrioN -- 4 3Mcvi trA Nf. Dls R, --cox tisADC P.. (rvor �.ttot4r! ) WPt.t, t Ut,ATIorl ofrioN — I • lot 1966R4otA46 a Arr, r,'& r ,rt.EP roR. vAPof t 'I KftrER. (UNFAc ) -- ¢ MIL. ILLY 6 TN'n -ENO Vokr0 RE � (t�N soj +tl. , AMY VoNtif . co- P,Pdep. rM14T e7 c?R1'NA1-L. Outlet Boxes And Insulation Basement Wall / Floor Insulation EXTERIOR PLACEMENT DRAWL; � 1111111111111111111111111111111111111111111111111 Rill Illl-t � I ' ill I 1 'lilt ll 111111 11111 Il -1 I ;.i 1It � t lilt �► lli I � iI iII I i I�l�l� 0 :e nit INCH 1 ..Pt/3 4 5 6 7 _ 8 I NO`Tg: If the nticrofil.med riocuutent is less clear than this ( . notice, it is due to the quality of the original document. OC 6Z 9G LE 9 9Z 17'e ee ZZ re OZ 61 81 LA 91 9l hl fIIIiU! I111I11 1II1111IIIIII11tuI1Ill�I�ll liltillil�ti lllilllal� ,lf�►�(JIlli141(lltl(JIujjji , lllllf�I1; .t1Il(f�l • • 9 E IflJjlItiJJ;I l Zl 11 () + j , 6 8 L , 9 ! S h t: Z f Ili Vi" i" 0 ill111 ,llll(lulu��l� �) I. III IJUI UII�llllfl! lII IIiIIIIIII IIIIIIitisuhulllll ,InllllllllilllI Built! lilt ll1liltiil rIIiIIlliitlill 10 11' MA E!NOEmom 12. Valk aw.Nol I I. SYA I t.! 111 r taw gem th m gear M I A e°. A.. C •al+awl I 0004 MA?lMAI "W Iwuw Mt *Mt • UMGQataratat l wuktCR or VAit4NVIS stereos OAK; 0 � 10 y am' 7. Asp Shtneks I. Ado-was-Cement - Cement Shinaks _ 412 ):17' Uric Type 15 felt applied pet Stetson MIN) 3 A Oat T)pt 13 atbt;toe fob K•r ted per Section 320) Id) 1 A (ltle Type 10 felt fell by lied pet SWUM )101(d)) E per 3e6 inch strip 2 per II inch shook 4 art Omsk' , 4 Alf e I I 1r 3( q, hared Shingles .-. ): 12 10 Slate SMntks 4 12 Two Tyne 13 or One Type 30 felt applied per Swoon 3203 (•U3 A 2 per %hulls tx cone its ;;; • I i 19 h 12. Continuous hastier, two piece, it. M 4HtItllaclint Tik -Fiat cv Curved i1 1 pet tilt of Wirt tit r I2. itwnbcking Tik --flat a Cur 2 per Oleo( coke tie t A. i(• j Tr;;;; : Ih8;; _T_ 4 :12' ►t MR 1 pet thin to a Section J201603 G Ii. Wea¢dShales I:12' One Type 30 1 r (d) ata, Sex tics 3201 (d) 31d 2 ltt? +haft • 13 21. buik•up caner muds 11 Wood Seats Ireitono l%e Trtaet4) L. ill Cew Type .) Irk raise• hymen' Sawa ).7) id; 3fl _ _ . ?pet theke foam we 4 13 4u CON fCtC I HAWN t 't - 1 I. loin to sill or girder, toenail 3 Id 1. Bridging to join, totnaif each end 24d 3. I A 6'subftoor or kss to each joist, face nail 24d 4. Man than 1' s d' subetoot to each joist, face roil 34d 3. 2'subfloor to joist or girder. blind and fere or.: 2 16d 6. Salt plat to joist or blocking, face toil 16d st I6• o.c 7. Top plot to stud, tnd nail 2.16d 3. Stud to sok plate 44. ioenail or 2 -16d. end nail 9. Double Muds, fact nail i 6d tt 24' o.c. 10. Deubkd top plates. face nail Irk) Al I6'r.e. 11. Top plates. laps and intersections. face nail 2.16d 12. Continuous hastier, two piece, 16d at IV o.c. along each e4Et 13. CeIlin, joins to plate, toenail 3.3d II. Continuous header to stud. toenail 444 IS. Ceiling }vim. lips crier putitions, face nail 3•16d 16. Ceiling joinu to parallel rafters, face nail 3.164 3.84 17. Reiter to plate. toenail 11. I" brace to each stud and plate, fete nail 214 19. 1` A V sheathing or less Meech bearing. face alit 2•3d 20. Wider tits 1' t 1" sheathing to each beuing, fact nail 3-3d 21. buik•up caner muds 164 et 24' o r, 22. Seih•vp girder and Douro 70d at 32 "o.c. M top tved bottom and metered 2.20d M ends and et tech splice etl:i.1 ROWING 14.4 444444 474534 .1 TNSCKNQta Of . . F entelAT10N tunic . (t'o'es) MOO? 31001 ?wontt OF FOOt1t4G ROOD COV(A!NO UArla.Al 10444•404 er..e.,y,4 Ar►t.CAr4On SOW** lOt100(Cm I. Bast Shen 0.12 s 1:12 Nan•nailsble deck cement per 3103 (d) 2 or mailable dais nail v.ith al Ireet one approved fastener for each I;{ square foot, Section 3203 fel 4 2. IF tlu 0.12 1 :12 s Cement each sheet with 20 lbs. per sq. asphalt or 30 lbs. pa sq. r<ech, Stction 3 (di 2 1. Glaze F ibtr Fctt% 0:11 1:12 Ctmtnt each sheet with 23 IDs. pa sq. asphalt, Section )202 (d)1 4. Cap Sheets ' /::t _ 2: t 2 t Cement with 20 Ito. per sq. asphalt. Seclioa 3203 (d) 2 5. Ciao( -410 UPI. (ICI .q. to 0 12 1.12 Embed in 60 !ht. pa sq. of asphalt or 70 Ibt. per to. of pitch 1 6. Slag-30011x per .q. a 0:12 ):12 Embed in 60 lbs. pa so. of !upbeit or 70 lbs. per sq. of pitch 1 { mousse Oo it MR00RS $u? otatO TNSCKNQta Of . . F entelAT10N tunic . (t'o'es) wore or root Mal ?wontt OF FOOt1t4G DEPTH Att IW uttDsStetre io OnoUNJ POt ' COtwcageo Weft mALONRY (MU,.,4) (itutoe) SURFACI (bt4Ma) I 6 6 )2 6 12 2 1 1 1., 7 IC 3 • 10 to 11 8 24 JOE .. • -.' 'q _. . ^- On aoo rOd as a . . MINIMUM NAILING REQUIREMENTS: UNLESS OTHERWISE NOTED, MINI!•!UM WATET07151.17M ACCORDANCE WIEN TABLE 25 -0 OF THE UNIFORM BUILDING CODE. .l, . AT SAWN TIMBER JOIST AREAS: PROVIDE SOLID BLOCKING AT BEARING 1 ( - . PROVIDE DOUBLE 1761STS UNDER ALL PARTITIONS. PROVIDE DOUBLE JOISTS EACH SIDE OF OPENINES UNLESS DETAILED OTHERWISE. . PROVIDE DOUBLE MOIST HEADERS AND DOUBLE JOISTS EACH SIDE OF ALL 5pF195 IN FLOORS AND 1 -3(.?I's UNLESS DETAILED OTHERWISE. COORDI- NATE SIZE AND LOCATION OF ALL OPEC' - :NGS WITH ARCHITECTURAL AND MECT1ANICAL DRAWINGS. . PROVIDE TWO 2x10 HEADET:; DVER AND DOUBLE STUDS EACH SIDE OF ALL • ' fT GS IN STUD BEARING WALLS NOT DETAILED OTHERWISE. PROVIDE SOLID BLACKING FOR WOOD COLUMNS AND MULTIPLE STUD POSTS THR O FLOORS TO SUPPORTS BELOW. . PROVIDE CONTINUOUS SOLID BLOCKING AT MID- UETGHT OF ALL STUD WALLS OVERT' _ IN HEIGHT. • TOENAIL JOISTS TO SUPPORT'S WITH 2 - 16d NAILS . ATTACH ALL BEAMS AT THE ROOF EXCEEDING 8' -0" IN LENGTH TO SUPPORTS WITH SIMPSON ST 292 TRAP EACH END. . ATTACH TIMBER JOISTS TO FLUSH HEADERS AND BEAMS WITH SIMPSON "U" SERIES METAL JOIST HANGERS TO SUIT THE JOIST SIZE. 9 . INDIVIDUAL MEMBERS OF BUILT -UP POSTS AND BEAMS SHALL EACH BE ATTACHED: WITH 16d SPIKES AT 12" o.e. STAGGERED. 10. ALL WOOD STUD WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD ING AELOW WITH 16d NAILS AT 12" o.c. STAGGERED UNLESS SHOWN t OTHERWISE. 11. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE UNIFORM BUILDING CODE. 12. PLYWOOD ROOF AND FLOOR SHEATHING UNLESS OTHERWISE NOTED ON PLAN SHALL BE LAID UP WITH 'FACE GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH 8d NAILS @ 6" O.C. TO FRAMED PANEL EDGES AND OVER STUD WALLS 4 MOWN ON PLATS AND @ 1 . o.c. (10" o.c AT FLOORS) TO INTERMEDIATE SUPPORT 3 , PROVIDE APPROVED PLYWOOD EDGE CLIPS @ 16" o.c.. AT UNBLOCKEC ROOF SHEATHING EDGES OR INDEX 32/16 PLYWOOD. PROVIDE SOLID BLOCKING AT LINES OF SUPPORT AT FLOORS. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12" o.c. 13. PROVIDE 2 - 2x8 HEADERS OVER AND DOUBLE STUDS EACH SIDE OF ALL OPUS IN STUD WALLS NOT DETAILED OTHERWISE. 14, PLYWOOD WALL SHEATHING SHALL HAVE SOLID BLOCKING AT ALL EDGES. 15. NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS AND OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNEC- TORS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY, SAN L•EANDRO, CALIFORNIA. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL LOAD CAPACITIES. 16 . CONTRACTOR SHALL PROVI DE TEMPORARY BRACING AND 'SHORING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 17 . CONTRACTOR SHALL BE RFS POi`IG TP LE FOR ALL REQUI RED SAFETY PRECAU- YONS AND THE METHODS , TECHNIQUES SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. 18. CONTRACTOR INITIATED CI' , IGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICA- TION OR CONSTRUCTION . CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL, NOT SATISFY THIS REQUIREMENT. 19. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER .,TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW AND APPROVAL BY TI1I:. ARCHITECT AND THE STRUCTURAL ENGINEER. 20. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH AT LEAST 18" 'BELOW LOWEST ADJACENT FINISHED GRADE. 21. DESIGN CRITERIA ROOF LIVE LOAD FLOOR LIVE LOAD STAIR AND CORRIDOR LIVE LOAD MECHANICAL UNITS WIND .:. EARTHQUAKE ......... , .. . ALLOWABLE SOIL PRESSURE 25 PSF 40 PSF e so /Awl. edge distance Ssud 'EXTERIOR WALLS ..A AND BE6.R3Na WALLS 4 ° sl erdls. adgd Ammo S tud INTERIOR WOHaEARINO WALLS WOO. FRAMIN C . D'rES CUTTING, NOTCHING AND BORING OF STUDS width width 100 PSF ... Weight: furnished by manufacturer BO MPH, EXPOSURE B .. Zone 3, Rw= fi 2,000 PSF (Natural soils or compacted fill) Section 3517 (q) a & a MAXIMUM SIZES AS FOLLOWS: Bored honor-Mammon on ate h31•. 4Q. of width 21I 4 • 1.4•11 are) ma. hole 2 a 0.2.z rha. Aoto ametd holes In double *ludo --Mowry" tiro ho:e In double studs- -60%of wiotn. No more than two adtouwnq do-tee Muds to b4 bored. ix dia.hots x s • ar (osso y note Notches-- Maxirerxtt depot, 25% of wioth 2x4•.ar (on deep notch 2xs- 1.37 (1%")deepnicer Bored holes -SA as lemon she hole, eo?f+ 01 room 2x4- 2.1•(2rh•) tee. hot* x e 3.3.3• (3•rua') dia. hole rir ttolehes-- Maxkrwm depth. 40% of width 2 it 4.1.4•( tall does rench 2 x II 2.r (21r/t) deep notch • Pineal 01 stud remainlrej et mimosa or roves shad be sawed wood Withers excessive strerapnoedueing propersas luck as knots, bcsole. arks. ercasaife tonne of grain. etc:. 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE DRAWINGS, SPECIFIC /VIM AND THE UNIFORM BUILDING CODE. 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DR.Wrg FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 3. SHOP DRAWINGS FOR REINFORCING STEEL, GLUED LAMINATED MEMBERS AND OPEN WEB WOOD TRUSSES SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. 4, CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF f'c = 2,000 PSI AND MY h LEAN. CONTAIN NOT LESS THAN 5 SACKS OF CEMENT PER CUBIC YARD NOR MORE THAN 6 GALLONS OF WATER PER SACK OF CEMENT. ALL CONCRETE EXPOSED T') WEATHER SHALL BE AIR - ENTRAINED WITH AN AIR ENTRAINING AGENT CONFORMING TO U.B.C. STANDARD 26 -9. THE AMOUNT SHALL BE 4% 4- 1% BY VOLUME. 8. STRUCTURAL rTEEL, INCLUDING PLATES AND ROLLED SHAPES, SHALL TO ASTM A , y = 36 KSI. S. REINFORCING STEEL SHALI. CONFORM TO ASTM A615-76A, GRADE 40, 1y a 46,0 PSI. WELDED WIRE MESH SHALL CONFORM TO ASTM A-185. 6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315 - - 83 AND 318 --83. LAP ALL CONTINUOUS REIN- FORCEMENT 30 BAR DIAMETERS OR 2' -0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. LAP CORNER BARS 30 BAR DIAMETERS OR 2' -0" MINIMUM. LAP ADJACENT MATS OF WELDED WIRE MESH ONE FULL MESH AT SIDES AND ENDS. 7. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL'BE AS FOLLOW i GENERAL STRUC'T'URAL NOTES (The following apply unless shown otherwise on the plans) NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE FORMED SURFACES EXPOSED TO EARTH (i.e. WALLS BELOW GROUND) OR WEATHER (16 EARS OR LARGER) (U5 BARS OR SMALLER) SLABS AND WALLS (INTERIOR FACE) BOLTS SHA'.L CONFORM TO ASTM A307. bT N,4/4. ENG Cec If/V1 //Go LET /N 4 >Ef' W 6•;. -2.5'0" .y /Ml /hM O. G. NA1z$ ' R 57N7- .f.-TOr 6 /!o -- ,,y41/4. (2) ,ea ..' S & 51G4- - Ses. ,rte/er(.. .r4'tC rt.e..if jr,t 4c o� ii. 7/ /GA,- iYALL . ON..5. `1;ze1c 7/0 V TABU NO. 32 1) --ROOF COVERING APPLICATION. NP-N I Permitted NR-Ho, tgvin4nrnts 'See teat of f v:pitr 32 for sptrlfie &cant rata for tatssrvc(ion, def+nrr.aees, emends, n•roofine, dcstnart endows! newtmereI. 'gee Sechoa 32O) if) 3 Orr adieux rood cot<. na taw Station 3203 (Wee eleelnray. "Approval at We buIWIIt1 official required. 'Oa eloper f. /2 sod ku, tike with insulkd weigh exceeding 7.5 y x. •.tdt per Korot font having s width no virtu dos 14 indict may host one femme 3ieelty file( colic when lugs talytd veer kastuesel b.rwns may hew. ene fa ether osi ,loges eatetdwng 7:11. nos Talk Nee 32•A fre aromas aft knee slopre. 'Oa dopes 7:12 end leu, tsks with ae snwtlod Ttigh(es:aims 7.5 peveads pr booze fou!melee a width ao gnoft shalt 1: inches Rosy Wire oar I+uarere oc 6Z 8d LE 9Z 9Z riZ iI 11 t 1, 1161411I1141f11111161I111Ii !11iI1111 1HI!ii; NI6 2" 1 -1/2" 3/4" �D // ,N/.1! 140 l t- (1) /fo./ /1G4 /.4 ea I IP 3" CONFORM CZ ZZ IZ 0? 61 81 W11I114u41I!ul M44141IIl1 111 9. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH U.B.C. STANDARDS NO. 25 -10 AND 2S -11. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARY. AND SHALL 3E ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. ALL BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V4 FOR SAMPLE SPANS AND 24F -V8 FOR CANTILEVER OR CONTINUOUS SPAN BEAMS., Fb a 2,400 PSI, Fv R 165 PSI. NO CAMBER. 10. FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 16 , LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (INCLUDING 2x6 AND LARGER MEMBERS USED AS STUDS AND PLATES) BEAMS AND STRINGERS POSTS AND ,TIMBERS STUDS, PLATES AND MI SC. LIGHT FRAMING TOP AND BOTTOM PLATES AT BEARING WALLS 11. PREFABRICATED WOOD ROOF TRUSSES SNAP_ SE DESIGNED BY THE MANUFAC- TURER IN ACC.'RDAN'CE WIT(' TT'r ''nr•SIL,ti SPECIFICATION FOR METAL PLATE CONNECTED WOOD; i :USSL., ?PI -78" BY THE TRUSS PI ,•,i INSTITUTE FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. WOOD TRUSSES SHALL UTILI'E APPROVED CONNECTOR PLATES (GANGNAIL OR EQUAL) . FURNISH SHOP DRAWINGS A..N ;...a1GN CALCULATIONS (COQ. "?LETS WITH STRESS DIAGRAMS) FOR APPROVAL PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BEAR "HE STAMP OF A REGISTERED PROFESSIONAL ENGI- NEER, STATE OF WASiliiiGTOii. PROVIDE FOR SHAPES, BLARING POINTS GIRDER TRUSSES, INTERSECTIONS, HIP AND VALLEY FRAMING, ETC., SHOWN ON THE DRAWINGS. PROVIDE FGR ALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING 12. PLYWOOD SHEATHING SHALL BE GRADE C--D, EXTERIOR GLUE OR STRUCTURAL II, E XTERIOR GLUE IN CONFORMANCE WITH U.B.C. STANDARD NO. 25 -9. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUI REMENTS 13. WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE UNIFORM BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 25- -P OF THE UNIFORM BUILDING CODE. 14. ALL WOOD PLATES AND BLOCKIN iN DI+ +;T CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WITH A1 I'PROV1 • PRESERVATI VF.. /4 /Y.4 /Li a 0.1- � /_ 4'L'1XJJ41141/ ea G•, (2) /li o f �Jit/ ('0) /!ad SIN ��T ✓v 06' ,E/2 /1/- f© w ( /Loat - 17/ /i:-v 4L- .Ja L /Nil ..54 _ /S'' 4Mr //1 ► AXAN i e • �iZ • .57 L r/, ' e M/D • -- // e'YT /1/441 -, '2yt A 4 / • ®0" ,2,X 5 /LL ,V' 2) ,/mod /M/453 Ac/3 &N© aX 97r4P 4 77i7MA4E,R pfimmiNG PLAY ,ID/ % •--' A,C 541 7 - -L 3 /l s/M ' y /4W' . fl ,'ivi TABLE Nil. 2S- 0-- ?NAILING SCHEDULE TABLE NO. $'64-- 16UNDATiOHS FOR STUD BEARING WAL1S- •- 14INtMUM FlEOL)ifEMENTS' s 'Where enuwsl eondi,iOns or f o;s conditions ere found. footings god fovsdatioes shall be as required is Section 2907 ti) 'Tb, grand woofer the fioot may be excavated to it elevation of the top e,(the frosting. 'Foundations may support s .oaf in Wit to the II palmed swmbet of floors. Feenduloni svypaning roofs only shall be as required foe svp)mt ring one Floor ( notice, it is due to the quality of the original document. HEM• -r R NO. 2 OR DOUGLAS FIR NO. 2 MINIMUM BASIC DESIGN STRESS, fb is 1,000 PSI. DOUGLAS FIR NO. 1, MINIMUM BASIC DESIGN STRESS, fb = 1,350 PSI. DOUGLAS FIR NO. 1, MINIMUM BASIC DESIGN STRESS, fc: :x 1,000 PSI DOUGLAS FIR net HEM -PIP STANDARD GRADE DOUGLAS FIR CONSTRUCTION GRADE Cora tnuedt Table lb. 25•-Q, Na111ng Sc sle - COerktGTlpt4 _ Fran*)°, 23. 2 planks 2.164 et tech beans)* 24. Plywood and particleboard:5 Subfloos, roof and teal/ shtsthing (to framing): Wand less 6d1 1 9i)1 Y •Or4 - gd) of 6dt 1, '1 "• 1* i41 II/1%1114- IOW oe Ida Combination Subfloor•undtrlaymtnt (to framing): Ole and kss W-1" - pea Hn-.11 /4- I04F ar 3dt 25. Panel Si4ana (to fratnlag): I/1-o kss 5/s• 21. Fiberboard Sheathing:1 .:. fie .^ SY ::. y ,. _ y 4 �r^ .i i . ., t r.l -. i r h a ... -. rte„ -� -.r .- J ,. 4M1. :s. - ,..... E. .. y' " " .. �.:; . ., ' .,v- ..; �, .. .� �': :.s. it 4. .�. I j > •.• at •• ! liplipIlulipIII111III1{ 111I I +II111iIIIIIIIIII��..1.11Iipli} I I iII �. 4 1! 111 .IItrl I'Ii "IJI- .0144. 411 1 r'414I1! I i li IiliiliIIIIIII IIIIIII IIII 0 16THSINCH 1 13 4 5 6 7 a_ 9 10 i 1 MINI MANY 1 i N: If the microfilmed document is _less clear than this (Common aC box nails may be used except *theft otherwise stated. 2 Coesurtoss or deformed shank. 'Common aDeformeet thank. 3Nails spaced se 6 inches on center al edges, 13 inches at lnsermediate support s (10 Metres at iR:trinrdute supports for noon). except 6 inchci at all supports where spans are 43 inches or MOM. For nailing of plywood an.; particleboard diaphragms and stoat walls, refer so Scotian 2513 (e). Nails foe well sheathing may be common. boa or casing. a Ceawion.rrsivaM gelling or essiag nails conforming to the requhsmeees of Section 2516 (j) I. 7Fastenen spored 3 inches art ccros:s at Interior edges m46 inches on c. si,r at intermediate supports. 3Cetirotion•ttrsitlant roofing nails with? Irs•inch•dismeter had and Nn•Itok length far try. loch • • •ethinp and 1La•ench kngth for 13n)•inch sheathing conforming to she require- runts o Section 2516(j) I. 3Conoalon•resistant uepks with aominas roe-leek crows and ttA•inrh kngth for Vs•lnch stwohlhgi and Nr1•inck lrngth for skll•inch sheathing eeesfcrming to the reeptinosent• of Sectios .2316 (I) I. a 9l SI Oi CI Zi Il ()L, 6 8 L , 9 S 4 7 C ! Z i I n:w I P 11111114 1 1111l1ll� ,l,I1111!�'II11blihi d Ill 1111111. 1III��,III( 11iIIILl11� 11111i1111I1 1111lll 1h1ilIiI1�IIIi; 11I111I1 I ea: !i z 644 Gds No. II is 6d1 No. 16 8: • No. 11 ga .1 1ds No 16 gt. MINTMG7tCODE ANC MATERIAL SPECIFICATIONS NOSE, If In confllt.t with notes on plans, 'cost reatc Lot lye requirement would govern. '2 x 4 light framing to bs otud grade - Joists sod rafters to bra No. 2 dooms, sPringot* and headers to be No. 1 Posts AA( Limb*rs to be No. 1 Unless otherwise apeuifl:s, - fearer `all be Douglas Pit and shall conform to W.C.L.I.S. Standard No. 3.6 Graf ty and Oressl.t, ,tub **. Roof plywood min. ext. glue T4.•ex 32/13, 1 in. ext. grade at eaves, carports, patios. Plyerwd subfloor to be underlayaent grade or C -C plugged, Orp. 2 or 3. a min. Spa in. What* framing Limbo( to in contact with or Leas than 1'!• from corscrel9; use R edwood o pres�lure treated Dottylas Fir. A11 nailing to ecteply with the U.D.C. Use galvanised iron nails for all **posed eater toe nailing. Table 25 -P. La double top plate 41 w • minim . Us* 1 /I' x y " wide metal strap ties uh!re pla tes a re intecxupted. I xx 6 lot -in diagonal bracing et corners and every 25 Unease feet (max.) Grace ' interior walls wherever possible. Bracing for let floor of 2 ataxy building, shall by plywood shoot panels Der Sect10 ^e MI 7-G-3 U.S.C. Lath and plaster to - oraply with t'ts U.11 C. Chapter 47. Provide metal water table (base screed) per U.S.C. 4706. Approved flashing over all eats- so openings. Sills to be foundation grade Redwood or treated Douglas Fir. Uae approved joist hangers where hangers noted. Fire blocking at mid- height betwaer, ceiling and floor as requited by the U.S.C. Top of all footings to be ainia n os" 6" above finish grads. Provide 2' solid blocking at soffits, covers, points under or at supports, floor and i jt -t Q` -0 Sax Al hradar ling joiae a s o mid ver span 6' and or a ta11 joists over 12' to be supported by approved hang *r • Gallon frame all end walls at or.`sle ehers exposed beams arm used. Masonry work to comply with the U.S.C. Chapter 24. Use rafter ties in lower 1/3 of attic area at sV' o.o. whero cell',f:g joists are not parallel to rafters. &actors to be braced to bearing partitions. Minimum angle of purlln braes shall be 45 degrees frogs header. Cermsic tile all tub and shower cospartmants over 2 coats of Portland cement plasters felt and vita reinforced, 6' above floor telnlmue or approved fiberglass unit. rite warning system to be provided With approved detectors of products of combustion *thee than heat conforming to U.B.C. standard. All glass lights within le" of floor and glass doors and wall panels of bath tub and shower enclosures shall be laminated, fully teetpered, or wire glass. All glass within tubs and shovers to be tempered All glass within 12' of door to lx teapered. All written dissensions shall take precedence over sealed diaenelons. All work shall conform to the currant edition of the Uniform Building Code. All concrete work shall conform 'o the U.S.C. Concrete mix shall be 1x9,4 with 7'l ga water maximum per sack of consent and shall tt41n an ultimate empress Lon strength of 2000 p.s.i. 129 days. Use Type V cement. Vapour barrier material shall be polyethylene fIra (Visqueen or eqv.) and shall be placed under all house siebs. Omit barrisrr at garage slabs. roundetion bolts shall be tr• x 10' AB -7• into concrete 12' frost corsets and i 6'0• re.c. eaxiMum or as shown on plan. Where wood post is Ln contact with concrete, use 1/16" thick corrosive resistant base plate, and six inch minimum above grade. Tnsullatlon sin. R -I ')exterior wails, R -3.9 all roof/ceiling assemblies. All glaring to be per U.B.C. Section 5406. D O T r Ally i .' • MATERIAL TOTLLY • PRECE iiM . ' S O F D S / • " TYPE •x• PI•ASTERa0AA0 H_Q E APPROVED METHOD 2 2 ` • • -. NOTCHES S WITH Vs SPAN EACH ENO FLOOR JOISTS Oecnott 35 t7 (0) 3 SOFFIT W • • • • • • . • i4 OUCT OF AMY MATERIAL ,. AGAINST FRAMING WITH CEILING ANO /OR WAIL PROTECTION 9UTTED TO IT ets 1►_)1t}.1 Q.s` `T'') ( 14r e1,,, - 1 J ) ) I st5 5 x 6 c4 e ti - . APPROVED METHOD 0 DUCTS IN GARAGES OF SINGLE EANILY DWELLINGS •SECTION 50S(0) EXCEPTION S4 U.B.C. 2N SOLID BLOCKING (EXCEPT WHERE ENOS OF JOISTS ARE NAILED TO A HEADER. F ANO OR RIM JOIST OR TO AN ADJOINING - STUDOROY OTHER APPROVED MEANS) NOTCHES NOT PEP-M)TTEO I WITHIN Mtc9DLE THIRD OF SPAN. $U7 BORED HOLES .WORE.) HOLES ALSO ARE ERM:TTEO. F'ERM iTTti C f 1 WET of "- MINIMUM ', 26 GUAGE g STEEL 3 SUSPENOE TOTALLY 1NS10f CEILING/ PROTECT! A I j1Ca).) 4 - -- ,Eel.(,• t;ik - iApt l,• c b.671.1 °a `1✓c: ma OIL -�� I j o ?WO�s e �- al� S. lie .4v01Ves kJ 1.4 tai ins CrticV cerAteLNI RECEIVED : i1 - ' w TI I)f WILA AUG 171992 tn Irma i to f� Z 1416r11 4bi0 711 LJ DRAWN tz LAS' CHECKED OF J330 NO. SHEE 9 �• � fit . � ik f', t,•t`L ;>s .?