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Permit B94-0260 - HOWARD RESIDENCE - GARAGE
City of 7ktkw.l,44. (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B94 -0260 Type: B -BUILD Category: NSFR Address: 3901 S 117 ST Location: Parcel #: 734060 -0280 Zoning: R1.72 Type Const: V -N Gas /Elec: Wetlands: Water: SEATTLE Contractor License No.: TOWNCPF099LT Status: ISSUED Issued: 08/11/1994 Expires: 02/07/1995 Suite: Type of Occupancy: PRIVATE GARAGE Slopes: N Sewer: VAL VUE TENANT HOWARD CODY 3901 S 117 ST, TUKWILA, WA 98168 OWNER HILDNER TAMERA L 3909 S 117 ST, TUKWILA, WA 98168 CONTRACTOR PERMABILT 16521 HIGHWAY 99, LYNNWOOD, WA 98037 CONTACT TROY OLSON Phone: 206 743 -1555 16521 HIGHWAY 99, SUITE 8, LYNNWOOD, WA 98037 Phone: 206 244 -0293 Phone: 206 244 -0293 Phone: 206 743 -1555 ********************* *********************** * * * * ** * ** * * * ** * * * * ** * * * * * * * * * ** Permit Description: CONSTRUCT NEW DETACHED GARAGE. Units: 001 Buildings: 001 Fire Protection: N/A UBC Edition: 1991 Front: Left: SETBACKS .0 Back: .0 Right: .0 .0 Valuation: 10,350.00 Total Permit Fee: 212.40 **** *****.********************************* * * * * * * ** * * * * * * * * * * * * * * * *** * ** ** ( E Pe mid Center Authorized ignature Date 11 {_19.2 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 provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. Signature — — — Date: Print Name : 1, L022U. j .LEj Title: 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. All PERMITS ISSUED FOR NEW CONSTRUCTION, REMODELING, OR DEMOLITION PROJECTS REQUIRE CONSTRUCTION, DEMOLITION AND LANDCLEARING WASTE MATERIAL FROM THESE PROJECTS TO BE RECYCLED AT A KING COUNTY LICENSED OR APPROVED FACILITY, OR TAKEN TO REGIONAL DISPOSAL FACILITIES. CITY OF TUKWIL. Department of Co*., nunity Development — Permit Cent, ., 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER 694- tpzo PROJECT NAME SITE ADDRESS 1 Cody 390 SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system 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 ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DEPARTMENT DATE ,:I BUILDING - initial review 0 FIRE Ai/A ::DATf AP:PROV.ED -7-E3.-q41. I . (ROUTED) 7/V 4( INIT: - PLANNING PUBLIC WORKS O OTHER 7- >/ 7/4 !QUIREMENTS /:COMMEN. CONSULTANT: Date Sent - Date Approved - FIRE PROTECTION: [ ) Sprinklers L) Detectors FIRE DEPT. LETTER DATED: ( ) N /A INSPECTOR: INIT: 6k. ZONING: IBAR/LAND USE CONDITIONS? REFERENCEFILENOS. Yes MINIMUM SETBACKS: N- E- N C' J13- TILITY PERMITS REQUIRED? Yes N BUILDING - final review al BUILDING OFFICIAL INIT: INIT: D INIT: UBLIC WORKS LETTER DATED: o• . ^111111MAIBIMITSIIIIIIIEVIS TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? °YesNo UBC EDITION (year): 1990 REVIEW COMPLETED AMOUNT OWING: (30 . CONTACTED i .t ■N: A DATE NOTIFIED Q C� 1 D l V — q BY: 584A4-3 (init.) 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init.) 01/08/93 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDII.3 PERMIT APPLICATION BER I!� APPLICATION ;`MUST BE FILLED : Our COMPLETELY DESCRIPTION AMOUNT RCPT ## BUILDING PERMIT FEE PLAN CHECK <FEE BUILDING SURCHARGE. OTHER: TOTAL` I iQ n ;en. SITE ADDRESS SUITE # 3 9 o 1 5, 117 f'` TO KtiJ i LA VALUE OF CONSTRUCTION - $ 6299 `� PROJECTNAME/T'ENANT r (o0y Not,J/1Rb ASSESSOR ACCOUNT# 73go40o• oz6P -OZ- TYPE OF 06 New Building LJ Addition Li Tenant Improvemen WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) (commercial) U Demolition (building) ❑ Other' DESCRIBE WORK TO BE DONE: Po ST FRArY1E (COI S T'WC 77 OA) BUILDING USE (office, warehouse, etc.) 6(4aAciE NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? X No ❑ Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE- Building: (000 4:r Tenant Space: 1375 4 Area of Construction: (00c,) ck WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No ❑ Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: ❑ S•rinklers ❑ Automatic Fire Alarm S stem PROPERTY OWNER ED y /-101JA47) r,41.1s oaco PHONE 7 �_1 Jr55 ADDRESS /0521 1./4 gei S�'£ B tin%J00t� 04 I`IP9� 7 7 CONTRACTOR PHONE 7y3` fsSS ZIP 1737 ADDRESS /fo52/ 14! �q S'- S 2y iiJJooE 0,4 WA. ST. CONTRACTOR'S LICEN # 'To tJ /J C Pc' O99 L'T EXP. DATE PHONE 7, /c,5— ARCHITECT C ,qL /ORO4i /3./5Sj ADDRESS ifa ZIP 1;HEREBV CERTIFY: THAT i ::HAVE 'READ ;AND.:. EXAMINED; THIS APP.LtCATIUN..AND: KNO..., HE BE.:TRUE:: AND: CORRECT, AND AM :AUTHORIZED TO. APPLY FOR;<THIS PERMIt BUILDING OWNER SIGNATURE 1 7 ' DATE ` 6' THOR1ZED� AGENT CONTACT PERSON PRINT NAME 4 DSOA) ADDRESS }(5-2 0 A III T SAME :' PHONE " 7131,5:5- CITY/ZIPz /.4,00 9f037 PHONE 7 3, 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 tee 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. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES 1 -7 -qS 10/22199 SU6M1TTAL CHECKLIST COMMERCIAL • • tenant) AsseSsor:AccOitot Nurnbar,:. Twa (2) • sots 01 construction plans, which Includo: LiWorking drawings, stamped by a Washington State Iicensed architect, which include: •'. *." : .• : . . ....... ..„ ...• • • • • Architectural drawings • Structural drawings • • Elevations • Civil drawings •••••••• •••‘..::::•LaridiOepti plan .... .. : . . Completed utilitipermitifiplicetionr",(Onafar.:entire.prOjeet)D...... Six•::-. -:.:.•::•:::•:: . . .:',:•:::".•• ••••• • .: (S) iets 01 civil drawings . • submittal . . . . . ":•:•••-:" • . ' ' RACK. STORAGE •.• ' . ' • ••• • •••., : • ••• • Completed buflding permit application Two (2) sots ot plans, which inciude: • .„.••:. ...„•:: i:•• • • • '' • • . . •••:•:: ••:::::, •••• : '' ' :•••••••.:::::;:••"•":•.i•••••••••-•-:::•••••••: , • • : •••„.•. ••••• " . -...:-..•••••••••••••••••••••• ••••••—••••• " " ••••. • : I.. Building floor :plan showing • Entire space whore racks wilt be located . : . • Exit doors : •••••••••.....",::::"'•,';'" • ::".: : !.Dimensfons of all aisles Tenant space floor plan showing rack Storage layout, aisles•and exits.. • : :•:-••• • NOTE: Include dimensions of racks (height,::iyidtk and and exit ways an plan. • 1 I Structural calculations stamped by a ,Washington .State licensed engineer (rack storage 8',:and over).1 RESIDENTIAL Sito plan • Location of tonant space • ....... ,...■::‘.gkietiOti*rilPr.90004 parkin_ LI Ovorall building plan gineer:mpy,:be,requ!re :Str iiUct a1Culq s iam y a Washington State ficonsod I rConstruction • Cross sactions showing walt construction and method of .......... floor ........ • Tenant space plan with usa ot oach room Iaboftod. • Exit doors, egress pattorns. • Now walls, oxisting wall, and walls 10 bo cfomolishod. NOTE: 1! any Lid/irk:work 10::tobe,"doh6;:"...sfibtnit:',§epa0*.i0ty...P.Oint,,.... • application and plans. . " . . . REROOF " • • • • • ••••• tor each structure Assossor Account Number El a „isipg. NOTE: tor off of tho pormit. Narrative t ANTENNA/SATELLITE DISHES Complotod bullding permit application Assessor Account Numbor Two (2) sets of pfans, whlch lnclude: Site PIan (showing building and Iocation of...AOtOrifiWate1140‘.0p ....,...... .... englneer may be roqulred ••.- • • •••• •• NEW SINGLE-FAMILY • • . . • ...-• . . . •...• . . I I .• Completed building permit application (one for each"structure):::::,;:„.. ; • . . • . . . . . . . . Legal description • • . ' • ' ' • : . Assessor Account Number .Two•seti•-i:(401 Worki66Cre■•Ninfji1,:Wh)Cti Pion • Foundation • Floor • Roof plan • Building :":::•.,":"•,:',.:::•'•;:,•,--•:.!StructUral framing •-• ' IWashington State Energy .Code data 11:::COmpletetf utility •ISix :(6) sots 01 sito plans shoWiniflutilities NOTE: Bullding sito plan and utility site p!an may bo comblnod. Soe utility permlt.applcation and checklist for:specl is submittal raqulroments Adcblional topographical and soils in formation:inay::ba:iiiciairifid if unique sito ' . • • RESIDENTI Compiotod building pormit application (ono for each structure) sessor. • s• t Numbe to be done provido utility porrnit application Two (2) sots of working drawings, which include: • Foundation plan • Structural NOTE: 1! any uti!ity and plans must bo 177k. ' .. 9 comp Number nal b9 ate "*..Narrat .. .661 rnaterial S111 NASI • • 'ijJ/ i9oa . City of Tuk ila Central Permit System — Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Applic' p9Li-ocysk Phone: (206) 433-0179 UTILITY PERMIT APPLICATION O:RMATIC ................ . Property Owner: Street Address: Engineer: Street Address: Contractor: Street Address: Site Address: 3 cj01 S, f 17 11"- ` U k 1/X Lea Name of Project: Co l) 1-10k1(4121) 14•Q- 04i- 14 W,4 fE2 -`.i L� King Cty Assessor Acct #: 7:214(C) • L Phone No.: N3 -(STS ,,),Jo0) iJ Cit /State /ZI.: 003 Phone No.: 7,(� Cit /State/Zip: Phone No.: 7y.? •- rX.?D /.,4 Cit /State/Zip: rs- 2..Contractor's License #: 1,1,JcPFt9 Ar Z7' Exp. Date: RMITS >'<' ❑ Channelization /Striping /Signing REQUEST El Curb Cut/Access /Sidewalk ❑ Fire Loop /Hydr. (main to vault) - No.: ❑ Flood Zone Control ❑ Hauling ❑ Land Altering cubic yards ❑ Landscape Irrigation ❑ Moving an Oversized Load Est. start/end times: Date: ❑ Sanitary Side Sewer - No.: Sizes: ❑ Sewer Main Extension ❑ Private ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑Private ❑ Water Meter / Exempt: - No.: — Deduct ❑ Water Only ❑ ❑ Water Meter / Permanent - No • ❑ Water Meter / Temporary: - No • Estimated quantity: Schedule: ❑ Other: ❑ Public ❑ Public Sizes' Sizes: Sizes: WATER .METE' DEPOSITL< >:< REFUND /BILLI Name: Street Address: MONTHLY ; << <:SERVICE. BILLINGS TO D Water Name: Street Address: ❑ Sewer ❑ Metro Phone No.: City /State /Zip: Phone No.: City /State /Zip: DESCRIPTION OF PROJECT ❑ Standby Single - Family Residential ❑ Multiple - Family Dwelling No. of Units: ❑ Hotel ❑ Motel ❑ Duplex ❑ Triplex D ❑ Apartments ❑ Condominiums ❑ Other: ❑ CommerciaVindustrial :MISCELLANEOUS ❑ Office ❑ Retail New Building Square Footage: Idl O Warehouse ❑ Manufacturing ❑ Church ❑ Hospital ❑ School /College /University ❑ Other: ❑ Remodel/ Square footage of original building space: Addition Square footage of additional building space: King County Assessor's valuation of existing structures: $ Valuation of work to be done: $ 2Z9 : 1 HEREBY.CERTIFY ;THAT 1HAVE::READ:;CHIS;APPhICA7IQN AND. KNOW 7NE SAME:TQ BE TFIUE AND CORRECT Applicant /Authorized %V6 Agent Signature: �" Contact Person (print name): /RO Address: /(g "L/ //t,/ , fs, 9, sz R Print Name: 7.eati ® %tA) Date: 7 to ' i Phone: 7f/3 - /S'SS _ , 1,100Di iJ, 9. • 4 Phone: 7i/, -/555 Date Application Accepted: —Ja..... 3j 'ate Application Expires: i,. 1 n "f 04/22/92 c� *k•kk*kk•*****/ k•k•k****k***A k*kkk*kk"k *Ir************ A**• k****•k**•A.**k•k CITY OF TUKWILA, WA TRANSMIT **k•**k** ** *****:4***** ********* ****** *k•k****kk•A•kkk***kk***kk*k* TRANSMIT Number; '94001006 Amount: 130.50 08/1J/94 11:20 Permit No: 89I-026O Type: B -BUILD BUILDING PE9 1/94 Parcel No: 7.34060 -02030 » Site Address: 3901 '8 117 ST PaYment Method: CHECK Notation: TOWN & COUNTRY Init: SAO e4** ***k"k******************k*k**** * ** **k* *•kk:4kkk ***k*** ***•k•k** Account Cade 000/322,100 000/386.904 Description • BUILDING •- RES STATE BUILDING SURCHARGE; Total (This Payment): Total Fees: Total All Payments: Balance: • 212,40 212.40 .00 Paid 126.00 4.50 130.50TM GENERA 126.00 GENERA 4.50 TOTAL 130.50 CHECK 130.50 CHANCE 0.00 4594A000 15 :51 4*hk***•t*•4********k *k ***h*' Oat****** ** * ********k* ***'4 * **k*k**kk*4* DITY OF TUKWILA, WA TRANSMIT k **** k*'** *** *•4****•k k *** * *** k* ***** *h \**k•**** * **k **k**** *'A k•k* A *A•* TRANSMIT Number: 94000808 Amount: 81.90 07/07/94 11:30 Permit No. 094 -0260 Type: 0•-BUILD BUILDING PER34I0T7107/94 Parcel No: 734060-0280 Site Address. 3901 6 117 ST Payment Method: CHECK Notation: TOWN AND COUNTRY Init: SLI3 * * *********************, k******•**k* h ************k•kk* ****h *•kkk*•k* Account Code 000/345.830 Description PLAN CHECK.- RES Total (This Payment): Total Fees: Total All Payments: Balance: 21240 81.90 130.50 Paid 81.90 81.90 GENERA TOTAL CHECK: CHANGE 3446A000 81.90 81.90 81.90 0.00 0948 INSPECTION NO. Air II., INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98168 (206)431 -3670 • Project: T 00,1 I ype of Ins • : on: A•dress: -J / Date a :•: �nn (N--% s. Special I 'tructi• s: Date Wanted: •. Requester: . L im % s3.):) 1 d N Phone No.. , /j t 6.-9,91 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' �nn (N--% s. ' 1 t c .a ,Z� ` c. rvi- -2.. 'ilk S-( >a 113G t---�.�ciTs J . L im % s3.):) 1 d N 1 . [Inspector: ❑ $30.00 REINSPECTION FEE'REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. o.: —Date: : �t '31�igZ•l+!�i'b�...IIe,Y:.__.]v .I�.. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila; WA 98188 PERMIT No. 206) 431-3670 IV ect: arifiNgr inw ype o nspection: maw/ Date Wanted: rrafT.M1111 mai) :'0"41WE'a :L,;v p am. 0Requester: Special Instructions: tet:Ns 7.-- !Art LeS AP Pa.a.4.-o . Phone No.: 165 :5-9)9 7 0 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ' --S-1---1--C.X32 A 49 I-A- D I C. 1 }3G. Oc- tet:Ns 7.-- !Art LeS AP Pa.a.4.-o . . . • CI $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: . -•141, -.7s.1=ObeditiVittairakliSif 17•14.1111.164.11ak dal YE11121411t. • _1. bk INSPECTION RECORD erm Retain a copy with permit 4Liki CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 %■.. \ (206) 431-3670 1591 0900 PERMIT No. • " i roe. 0 . r 1 ype o nspectionr n D_I lio 5 1r: -4,1): / . s /11 7....... * ' Date Called: g — / 9-q1-1 :.. Instructions: Date Wanted: Requester: GL Phone No.: -)*5-6qc--17 0 Approved per applicable codes. K.Corrections required prior to approval. ri; COMMENTS: 401-E sq 7-4 10.._. p) - /8 fiK 4( I 114— 14 1 D P*114 IS "Toe .siAl 4.-t_t_e3v) ON) 71^11,1 b P 114Z 1.4 0 L.t 4) (..c E- rt, cS.±, 1 134. c.le.— rJ . 0 r4 M-L.. ti o Lf...-7--4 I (Lt----N-Nzletr- L-An'OliT" 44), it. ta A-t o 0...- 115 Pa tit. 12.-11.4 I.J C.-. 6 Prliqj PA-0. CA t.... Fo A-- (2..el 14 4PiTtZto I.) efi-t 0 0— TO S-1.-ii t f o,sis 4 Date: O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .Date: Kept o.: art4-**......*.**,..****..e......L. I • fl CITY OF TUKWILA Address: 3901 S 117 ST Suite: Tenant: HOWARD CODY Type: B-BUILD Parcel #: 734060-0280 Permit No: B94-0260 Status: ISSUED Applied: 07/07/1994 Issued: 08/11/1994 **********4*************k**W********k***k*Akk*********kk****h************ Permit Conditions: 1. No changes will be made _to;:th'e';iiiI5i'UhlSs approved by the Engineer and Tukwila:rB-014Tng-DVVition, 2. Electrical permq.<001^-be obtainedthroug60'.,Washington State Division,otLabondlIndustp3,4,es andall'eA0trical work will be„,:anWected by that.agency (248r6630). 3. All permits records, and aPproYed6lans 'sflaal be Iable ei6,44 start V0 any constr.ucttoni„ oheseYdocuTents are to be maOtaInee availatWimrlj„ffhahinspect;i**proval 4. All co#,Syc'uctiontolbe donlegqi conformance with app'oved plans/And repuireme'nts 04ie[Uniforiii Building Code (1'91 Edition) 4s,amended by*,-:01e Washington State Building ,Cbde, Cod1991Y,Edition), and Washin6ton'ti4ate,3: Energy Code '(1991 Second Edition) S. Validity of .Permit. The issuance of a permit or approval of • plan*, speciftcations and computations shill not be Con-' stniie:d to he a permit for, or an approval of,, any violation ofYany of,the:ipr'ovisions'of4his code or of any other ordinance of the jurisdiction. N6 ,permit presuming to give auendrity„:or Violate or :cancel the provisions of this code shall be valld. INFOPAC PAGE: 5,127 JOB PAM200 KING COUNTY DEPARTMENT OF ASSESSMENTS PAGE 176 REPORT PAM20020-02 PARCEL NUMBERS BY STREET NAME DATE 04/03/94 CITY OF TUKWILA SITUS ADDRESS PARCEL - NUMBER TAXPAYER /QTR- SEC - TWP-RGE 3818 S 116TH ST 073300-0205-0 CARLSON E J LOT:39 BLK: NW- 10-23-4 PLAT:BENNETTS INTERURBAN TRACTS 3819 S 116TH ST 073300-0160 -0 FLIEDER FRANCES E LOT:31-32 BLK: NW-10 -23 -4 PLAT:BENNETTS INTERURBAN TRACTS 3819 S 116TH ST 073300-0160-0 FLIEDER FRANCES E LOT:31-32 BLK: NW-10-23 -4 PLAT:BENNETTS INTERURBAN TRACTS 3822 S 116TH ST 073300 - 0200-0 CARLSON ELMER J LOT:38 BLK: NW- 10-23 -4 PLAT:BENNETTS INTERURBAN TRACTS 3826 S 116TH ST 073300-0190-0 DESJARDIN WILLIAM H +CATH LOT:36 -37 BLK: NW- 10-23 -4 PLAT:BENNETTS INTERURBAN TRACTS 3834 S 116TH ST 073300-0180-0 PHAM OUANG VAN +HOANG,YEN LOT:35 -36 BLK: NW- 10-23 -4 PLAT :BENNETTS INTERURBAN TRACTS 3836 S 116TH ST 734060-0220-0 WYATT DONALD F LOT:11 BLK: NW- 10-23 -4 PLAT:RIVERSIDE INTERURBAN TRS 4201 S 116TH ST 334740-0070 -0 SALA ARTHUR L LOT:1-2-3 BLK:2 NE-10-23-4 PLAT:HILLMANS CD MEADOW GARDENS DIV NO. 01 4204 S 116TH ST 335140-0825-0 HELLSTROM &DILLON PROPERT LOT:1 -2 BLK:26 NE- 10-23-4 PLAT:HILLMANS CD MEADOW GARDENS DIV NO. 03 4208 S 116TH ST 334740 - 0005 -0 DECKER DEAN LOT:1 THRU 5 BLK:1 NE- 10 -23 -4 PLAT:HILLMANS CD MEADOW GARDENS DIV NO. 01 4217 S 116TH ST 334740- 0085 -0 'PHITSANOUKANE SOMMAY LOT:4-5-6 BLK:2 NE- 10-23 -4 PLAT:HILLMANS CD MEADOW GARDENS DIV NO. 01 4218 S 116TH ST 334740-0030-0 STEVENS LOUIS A & ERMA L LOT:6 -7 -8 -9 BLK :1 NE-10-23 -4 PLAT :HILLMANS CD MEADOW GARDENS DIV NO. 01 4218 S 116TH ST 334740-0030 -0 STEVENS LOUIS A & ERMA L LOT :6 -7-8-9 BLK:1 NE -10 -23-4 PLAT:HILLMANS CD MEADOW GARDENS DIV NO. 01 4219 S 116TH ST 334740-0100 -0 PFEIFFER MERRY M LOT:6 -7 & 8 BLK:2 NE-10-23 -4 PLAT:HILLMANS CD MEADOW GARDENS DIV NO. 01 4230 S 116TH ST 334740 - 0050-0 ADDINGTON ARLENE LOT:10 -11 BLK:1 NE- 10-23-4 PLAT :HILLMANS CD MEADOW GARDENS DIV NO. 01 4230 116TH VAC ST 334740 - 0055 -0 NORTHERN PACIFIC RY CO LOT :11 BLK:1 NE- 10-23-4 PLAT :HILLMANS CD MEADOW GARDENS DIV NO. 01 3819 S 117TH 3819 tiii4�L N'4 S 117TH ST 734060- 0283-0 FLIEDER FRANCES E LOT:14 -15 BLK: NW- 10-23-4 PLAT:RIVERSIDE INTERURBAN TRS ST 734060 - 0283-8 FLIEDER FRANCES E LOT:14 -15 BLK: NW- 10 -23 -4 PLAT:RIVERSIDE INTERURBAN TRS LOT:14 BLK: NW-10-23 -4 PLAT:RIVERSIDE INTERURBAN TRS JUL-14-1994 9:25 TOWN & COUNTRY Town 67..Cci, aryl -11111111'-' .10.1 POST FRAME BUILDINGS Quality: Our Filture Depends On h.' PLEASE CHECK: DProperty dimensions DExisting buildings DProposed building 0 Easements Job name. CV3Dy HOW 141?..,ID Legal Description 4.0 I to 206 742 1691 ' P . 02 Lir e'Ird" Suite B • 16521 Highway 99 Lynnwood), . 98037-3199 Everett: (206) 258.4171 Puyallup: (206) 840-9552 Administrative Headquarters; (206) 743.1555 FAX (206) 742-1691 'Toll Free: 1-800.824-9552 Contractor's Lic. N: TOWNCPF099LT Site Plan OSeptic and drainfield DSewer lines OSetbacks of proposed and existing buildings DMain road with name Job Site Address: R. s V...1311.0 DAccess to proposed building DLot size 0Elevation of property DBodies of water OFloorplan 1-6 j___•p_j_ ITZ LL L A ‘NI 0.).P F5, Less ...• • ,:•• c''1;7-3L 00 -6z15o S. I r2111 vo O' .; 1••• • .4) :49 . 4 ST, , vklou-SE 1:3-2 '7 • F� • ••,•■•••• • "' '" .1.- • . . • 0 .6 •• ••—• v.., 1 Owner has verified and approved the location of accessories, orientation of the building B of the contract are shown on this drawing and vice versa. Customer siznature: I "t- CITY OF TUKWILA • APPROVED •,AUG 0 1994 AS 1 BUILDIt G. DIVISION ;ow • • • • • • . . '; ' • '1 ' '" I I i r ' 14 % 5tec�! BCiIding Design FLOOR PLAN ► «c. fU! bom - LENGTH kt $ I0 I.Q , RECEIVED CITY OF TUKWILA JUL 071994 PERMIT CENTER f _ I y' jc 2d X 30 2p2" : V..f1Ftak Tai 221E8Z „_ . o•tET�rt. 13LA 44;1n'� / i 5-4c -R r`tOak) .. 1"-t. s b.A.clo`I-I* ...... is c+ 6.11 E IZf -oss • . _ r it P ASE CHECK: pof Pitch ,y Jizl. aves Height s Minimum Clearances Z • t... BUILDING .;_ _ • I - I I I GITY OF .TUKWILA. APPROVED - .. AUG. 1 1994 AS BUILDIN DIV SION 4)1091 Psrma•1319Industries FR-34 2/94 'Town & Country ' POST FRAME BUILDINGS y DIVISION OF ERMA BILT Quality: Our Future Depends On It.'" Suite B • 16521 Highway 99 • Lynnwood, WA 98037.3199 Everett: (206) 258.4171 Puyallup: (206) 840.9552 Administrative Headquarters: (206) 743-1555 FAX: (206) 742.1691 Toll Free: 1-800-824-9552 Contractor's Lic. #: TOWNCPF099LT DIRECTIONS TO SITE JOB NAME• e0 b % No W 4 2b SHIP 10 ADDRESS: 0 / S . L 1 7 7-4 ' iuKUJHJi1GO , 9$168 HOME OF TELEPHONE # AT JOB DROP: 2 y -O 293 THOMAS BROS. MAP LOCATOR r As-- 4 33 ` 5 3 Can a semi' turn around at the job drop? ❑ Yes iiiAo ❑ Back -In Only ❑ Other Can a one ton get Into the Job drop? .(5Yes ❑ No ❑ Other Can a concrete truck get into the drop? i;(Yes ❑ No ❑ Other �h Directios�1f2G�U � S, tit E, ot,/ air "iAOrynvo.S 4_!01: N a , 110Th A-0 � S, 4.E P i o aJ � /! 5,/17' 5 Th i L.t s aJ A� F7-' # D 2 t -S 5 off pi • (.4 tit CITY OF TUKWILA JUL 0 7 1994 PORMIT CENTER `Truck Dimensions: 65' long, 8' wide, 121/2' high, and It weighs 35,000 lbs. empty, 1, Office —White 2, Construction Office —Canary a Concrete Crew —Pink ©1991 Perme•91hI IndugIries FP.15 ?'44 In the event that the Owners perform such work aL .nbing, electrical, insulation, or intcrio+ until Town & Country Post Frame Buildings has completed its work and the building has been fil,ai if the Owners desire to install plumbing or electrical work within the concrete slab, then it shall be th of its intention, and arrange for this work to be accomplished by the Owners in order not to delay or in E. Price. The price is as follows: Description Price of Building Lifetime Warranty Wcathcriration Warranty Sales Taxi Rate Rr2 SUBTOTAL Less $600 Deposit' Unpaid Balance Dollar Amount $ $ $ 4.5,- Code M $ / )5LSZ., $ 3100 $ ,5Z 'Euimaicd upon current rate. Adjustment (increase or decrease), if any, will be made upon final payment. 'enable at time Agreement is signed by Owners. 'To be paid 50% prior to commencement of the work, or upon completion and issuance of the completion certificate and 50% upon occupancy or Issuance of the completion certificate, whichever occurs first. Amount may increase or decrease if Owners request changes in the work after Agreement is signed. The price includes all work identified in paragraphs B or C above, and also includes:XplansXpermils, 0 sanitation clearance fees. Explained below as necesssary. formance of such work 1 department: provided, ry Post Frame Buildings .Ale of 16,4 Post Frame Buildings. Additional Work Dollar Amount $ Sales'ihx $ Sub Total $ Dollar Amount $ Sales Tax $ Sub Total $ RECEIVED CITY O{{F�T�UKWILA JUL U / 1994 PERMIT CENTER Total Unpaid Balance $ Grand Total $ Any amounts of money owing and unpaid under the terms of this Agreement shall hear interest at the rate of 1r /a % per month. Any changes or additions to the work performed by Town & Country Post Frame Buildings at the Owners' request shall be paid for by the Owners to Town & Country Post Frame Buildings by cash, rather than additional financing or refinancing, payable upon occupancy or issuance of the completion certificate. F. Payment of Price. The price will be paid by the Owners to Town & Country Post Frame Buildings as follows (check appropriate block): 0 Purchasers shall pay the price in cash or from financing which they have or will arrange through their own lender. •,. 'Purchasers intend to pay the price from financing arranged by Town & Country Post Frame Buildings on the following basis. 30 d TO DE 0 PPLISP TZltIJAg,asS cos . 8LD6 t4Jr 714 GI LMJ tl7 iU tD •'[' BEST yVdtrt_A QLE Re TE 40 7 -CIS ?o /444Y t3 E'Cce2.0 .,9Y r4 /,E ei P —reUS; If Town & Country Post Frame Buildings is not able to arrange financing as described above, then the Owner may elect to seek alternative financing or cancel this Agreement and be returned the $661(3.depo;it. •� 0 G. Deposit. Upon signing this Agreement, the Owners shall pay a 4600 - deposit to Town & Country Post Frame Buildings. The deposit shall be fully refunded in the cycnts that (I) Town & Country Post Frame Buildings does not accept and sign the Agreement in the space provided in Section "K,' below, or (2) in the case of a credit sale, upon completion of the project, final inspection and approval, and final payment to Town & Country Post Frame Buildings, or (3) upon mutual Agreement of the parties. in the event of a cash sale, the deposit shall be credited, but not refunded, to the Owner upon completion of the project, final inspection and approval, and final paymcnt to Town & Country Post Frame Buildings. The deposit will not be refunded in the events that (1) financing is arranged by Town & Country Post Frame Buildings as per Section "F" and the Owner is either unwilling or unable to sign the necessary loan documents within 10 days after such financing has been arranged, or (2) Owners decide not to proceed with the project before commencement of construction, through no fault of the Contractor, or (3) upon mutual Agreement of the parties. H. Contingencies. This Agreement is subject to the following contingencies: The Owner shall notify Town & Country Post Frame Buildings withinft days of the date of this Agreement that all contingencies stated above have been satisfied or removed. Otherwise, Town & Country Post France Buildings, at its opti n, may cancel this Agreement and refund the $600 deposit to the Owners. 1. In the event this contract has not been started (by no fault of contractor) within 3 months from date of signing, the contractor shall be able to renegotiate the purchase price to reflect any market increases or decreases. ]. Time of Commencement. Town & Country Post Frame Buildings will promptly schedule the commencement and completion of the building upon receipt of the building permit (residential) or approved plans (commercial), receipt of the Owner's payment of 50% of the price, and cotnpletion of site work by the Owner, if any. K. Signing of Agreement. Owners acknowledge that they have read and understood the provisions of this Standard Form of Agreement, including the General Conditions of the Contract, and have been provided a copy of the same. This Agreement is not binding on Town & Country Post Frame Buildings until Town & Country Post Frame Buildings receives and approves this Agreement signed by the Owner, and a corporate officer of Town & Country Post France Buildings then signs this Agreement in the space provided below. When signed by a corporate officer of'Ibwn & Country Post Frame Buildings, this Agreement becomes a valid, binding, and enforceable contract. There is no right of rescission. Owners acknowledge that this Agreement contains the complete understanding of the parties. There are no prior or oral Agreements or understandings other than those which are stated in this Agreement. The Owner acknowledges that all blanks have been filled in, and this Agreement states the complete Agreement of the parties. YOU, THE BUYER, MAY CANCEL THIS TRANSACTION AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION. SEE THE A "' V E OTI E OF CANCELLATION FORM FOR AN LAN TI s. O • S GILT. Date.-6.:477-9. ater .Z79' / Purchaser Sales Print Name —/SF@@ ter &l.f..GEV Date 6'47-,S4 Corporate Actance Date Date Purchaser Date e Purchaser Date 4 copirs• 1 office file copy —white 2 pnduclion copy —pink 1 accounting copy— canary 4 customer :or. • enld'unal JUL-14-1994 09:24 DATE TOWN & COUNTRY CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 206 742 1691 P.01 * * REVISION SUBMITTAL *1-1*EcEivcb ,A11. 1 4 1994 Y . "11E-Air 9e( PROTECT NAME ADDRESS Z/C) 1/ ■•■•••■■■••■•■■••••.......1.1 CONTACT PERSON 7E0 Qfs'i PHONE 7V13 -P.ME ARCHITECT OR ENGINEER PLAN CHECK/PERMIT NUMBER 3q 'f 2 7(4,o TYPE OF REVISION: S,t)E .5E7'34c I: Ap_0,61/44e1C 0.••••■••••••••••■•■ SHEET NUMBER(5) 'Cloud or highlight all meow or revisions and date revisions. SUBMITTED TO: VERA' doetsu To: From: Date: Subject: Permits Greg Villanueva, Acting Development Engineer July 13, 1994 Cody Howard 3901 So. 117th Project No. P94 -0081 Review Comments We have completed our review of the above project. It appears no PW permits are necessary. The only requirement for storm drainage is that splash blocks be used in conjunction with roof downspouts. According to information provided by Mr. Howard, the land altering oridinance will not apply. The existing driveway will not change. 0 0 z NOLONIHSVM AO 31V1S g. THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A S31W SlaNi ONY UOBY1 AO 1N3W11:1Vd3a CITY OFETUKKWILA JUL 0 7 1994, PERMIT CENTER X CD �r- DTL, 9� DTL, 2 J --N\ POST SPACING POST SPACING (14' MAX.) (14' MAX,) POST SPACING (14' MAX.) 41.0 ■ ■ ENDWALL POST PER SCHEDULE B INTERIOR POST >-. 2 0 I— w a_ BAY SIZE (14' MAX.) ..1$'• SIDEWALL POST CLEAR SPAN PER CORNER POST RAKE BEAM PER SCHEDULE F & DTL, 5 TYPICAL BRACE TO ENDWALL POST PER DTL, 1 4 FOR CLEARSPAN SYSTEM �l BAY SIZE (14' MAX,) 1 BAY SIZE (14' MAX.) 1 SIDEWALL LENGTH fO'seo ca is 2 Y•. J rH�'kbk� 1 DTL_ ) 2 )W /NO POST/ FOR MAXIMUM SEE NOTES 1 & 4 PLAN 3/16" = 12 4 (SEE GENERAL NOTES 4) INTERIOR RAFTER P SCHEDULE G 'TERIOR POST ER SCHEDULE K 10- INTERIOR 1 1 1 1 11 1 1 FDDTINGS PERI 1 'POST SPACING I 1 1 SCHEDULE P :: � `z--- & DTL, j 2� SPAN 1 1' 1, air EAVE HEIGHT FLOOR/ A TYPICAL SECTION THRU GRID SYSTEM 3 /8' = 1' -0° ;.,.s:..t e: s'. `' .:.1,..': R.: r.+ r►....,::'. ..::.C;�.a+.n- ,Fwr,4;�.'+.fJlfL frriiiGi= wtrS : :�.:r tt '1.. r. r r J• �,�r,�` 4 • lrr 4pppinaire v OPTIONAL EAVE — OVERHANG PER DTL, 29 GAUGE METAL WALL CLADDING P NOTE 4, SHEET 3 (OPTIONAL. CLADDI PER NOTE 11, SHT, FOOTINGS PER DTL. & SCHEDULE H 12 4 r (SEE GEN, NOTE 4) ENDWALL POST PER SCHEDULE B BLDG, LINE @FACE DF POST (TYP,) TRUSS METAL ROOFING PER NOTE 4, SHEET 3 29 GAUGE . PURLIN PER DTL, AND SCHEDULE D (3) 16 t SPAN rZ r. opt E raw-TV-is / fe4T4on 1.x."), TYPICAL SECTION THRU CLEARSPAN Q) 3/8" = 1r_Op '.r. 7 S V r f •'� c � �+ � ` / sT: T ,. ' : :I K ..: . : ✓ r s r l fH i / f --% I IIf11Il ( IIIIIIIIII111IIIII{IIII II1111IIII111 { fl I(k1l1 ;{W I III [,11,1 .; TR 111'I 11111111111I111 11I i,111.1111.1 4 5 6 7 8 I NOTE: If tn-' Iiticrafil i .tsed document is less clear than thin 1 notice, it is due to the quality of the original document- 0``£ 6e 8c LZ 9Z SZ VZ 1 £Z ZZ LZ C7 6L el 1111111111111111111111111 !ILIUM 111111 {I111111111111111111111h,l tlilt{1lI1I:i1111111U 10l.111116111111,f111! FLOOR 1 _ V.. 124 II 414,11I111111111111111111111111111111111111 /MDEUOEAI. WY 9 10 11 e LL YL GI •l £t ZL LL 0!• 6 8 G 9 S '7 £ Z ww 0 1 � �nIu11 II11 i{ 11, �II: u. Ilii�i�iilli��tiiflllilli�i��l{ { j �lli ��li llll�a�lin {�I {s{11i1f�{ 1111{ iil�lllill� {�n;lliii�lll{I{nl�l{I{Ilil{� yya ^ GENERAL NOTES 1. BUILDING MAY BE CONSTRUCTED OF ANY SIDEWALL LENGTH AND SPAN MEETING THE REQUIREMENTS DF THESE PLANS WHERE RATIO OF LENGTH TO SPAN IS EQUAL DR LESS THAN 3 (SEE NOTE 4). 2. WALL OPENINGS P. ACCESSORIES ARE INDICATED ON PERMA BILT BUILDING FL_ PLANS, LATERAL RESTRAINT REQUIREMENTS FOR EACH INDIVIDUAL WALL SHALL CONFORM TO THE BRACING SCHEDULE REQUIREMENTS DF PB BASIC #20/90, 3. BUILDING MAY BE A COMBINATION OF CLEARSPAN AND GRID SYSTEM SIMILAR TO PLAN, 4, FOR ROOF SLOPES GREATER THAN 4112, BUILDING LENGTH TO SPAN RATIOS ARE LESS THAN 3 FOR THE HIGHER EAVE HEIGHTS. REFER TO P,B, BASIC #20/90 FOR LIMITS. 5, CONSTRUCTION OPTIONS WHERE SHOWN ARE AT THE BUILDERS DISCRETION, = , f1 osEs 9fF COMPL(44CE (1)/wAs-1-4F.4261/16tDE TI i s 2Aw,'E is coListoegev U AEAT t s ?/ E , t,,fo 1 w1 Apo ' i4EATtNC'e st Trmot %; - o. O8VE1a APQt- uc.x-c1bt4. SEPARATE PERMIT REQUIRED FOR: ❑ MECHANICAL ELECTRICAL 0 PLUMBING ❑ GAS PIPING CITY OF TUKWILA BUILDING DIVISION FILE COPY understand that the Plan Check subject to errors and omissions and of plans does not authodme t v!c at1o:i of any adopted code or allilleiNa RW0 of contractor's copy of l3 Date v.. j: • Permit No. i Atiti REVISIONS NO CHANGES SHAU.. BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR APPROVAL OF TUKWILA BUILDING DIVISIO NOTE: REVISIONS WILL REQUIRE A NEW PLAN SUBMITTAL AND MAY INCLUDE ADDITIONAL, PLAN REVIEW FEES. CITY OF TUKWILA APPROVED AUG 1 1994 A BUILT) N D'VISION N. RECEIVED CITY OF TUKWILA JUL 0 7 1994 PERMIT CENTER t AR NeZi 8 • .-sioNALt, exrIM 1 L 1 l f T) 0 ill I I 1 � \\./V D 121 1 !-lE•'CJ \\ 1/ EAVE HEIGHT -T. j I& 1 1 1 t 1 1 1 1 1 1 1 TRUSS SUPPORT BLOCK PER DTL, (2 SCHEDULE C POST PER SCHEDULE A GIRTS PER DTL, 1!) =R aG 3) E� 111 2 13 tam, = — DTL __ = = =1 inguggougaggpm 16 t SPAN rZ r. opt E raw-TV-is / fe4T4on 1.x."), TYPICAL SECTION THRU CLEARSPAN Q) 3/8" = 1r_Op '.r. 7 S V r f •'� c � �+ � ` / sT: T ,. ' : :I K ..: . : ✓ r s r l fH i / f --% I IIf11Il ( IIIIIIIIII111IIIII{IIII II1111IIII111 { fl I(k1l1 ;{W I III [,11,1 .; TR 111'I 11111111111I111 11I i,111.1111.1 4 5 6 7 8 I NOTE: If tn-' Iiticrafil i .tsed document is less clear than thin 1 notice, it is due to the quality of the original document- 0``£ 6e 8c LZ 9Z SZ VZ 1 £Z ZZ LZ C7 6L el 1111111111111111111111111 !ILIUM 111111 {I111111111111111111111h,l tlilt{1lI1I:i1111111U 10l.111116111111,f111! FLOOR 1 _ V.. 124 II 414,11I111111111111111111111111111111111111 /MDEUOEAI. WY 9 10 11 e LL YL GI •l £t ZL LL 0!• 6 8 G 9 S '7 £ Z ww 0 1 � �nIu11 II11 i{ 11, �II: u. Ilii�i�iilli��tiiflllilli�i��l{ { j �lli ��li llll�a�lin {�I {s{11i1f�{ 1111{ iil�lllill� {�n;lliii�lll{I{nl�l{I{Ilil{� yya ^ GENERAL NOTES 1. BUILDING MAY BE CONSTRUCTED OF ANY SIDEWALL LENGTH AND SPAN MEETING THE REQUIREMENTS DF THESE PLANS WHERE RATIO OF LENGTH TO SPAN IS EQUAL DR LESS THAN 3 (SEE NOTE 4). 2. WALL OPENINGS P. ACCESSORIES ARE INDICATED ON PERMA BILT BUILDING FL_ PLANS, LATERAL RESTRAINT REQUIREMENTS FOR EACH INDIVIDUAL WALL SHALL CONFORM TO THE BRACING SCHEDULE REQUIREMENTS DF PB BASIC #20/90, 3. BUILDING MAY BE A COMBINATION OF CLEARSPAN AND GRID SYSTEM SIMILAR TO PLAN, 4, FOR ROOF SLOPES GREATER THAN 4112, BUILDING LENGTH TO SPAN RATIOS ARE LESS THAN 3 FOR THE HIGHER EAVE HEIGHTS. REFER TO P,B, BASIC #20/90 FOR LIMITS. 5, CONSTRUCTION OPTIONS WHERE SHOWN ARE AT THE BUILDERS DISCRETION, = , f1 osEs 9fF COMPL(44CE (1)/wAs-1-4F.4261/16tDE TI i s 2Aw,'E is coListoegev U AEAT t s ?/ E , t,,fo 1 w1 Apo ' i4EATtNC'e st Trmot %; - o. O8VE1a APQt- uc.x-c1bt4. SEPARATE PERMIT REQUIRED FOR: ❑ MECHANICAL ELECTRICAL 0 PLUMBING ❑ GAS PIPING CITY OF TUKWILA BUILDING DIVISION FILE COPY understand that the Plan Check subject to errors and omissions and of plans does not authodme t v!c at1o:i of any adopted code or allilleiNa RW0 of contractor's copy of l3 Date v.. j: • Permit No. i Atiti REVISIONS NO CHANGES SHAU.. BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR APPROVAL OF TUKWILA BUILDING DIVISIO NOTE: REVISIONS WILL REQUIRE A NEW PLAN SUBMITTAL AND MAY INCLUDE ADDITIONAL, PLAN REVIEW FEES. CITY OF TUKWILA APPROVED AUG 1 1994 A BUILT) N D'VISION N. RECEIVED CITY OF TUKWILA JUL 0 7 1994 PERMIT CENTER t AR NeZi 8 • .-sioNALt, exrIM 1 L 1 l f T) 0 (1) S/@'0 MB W /WASHERS . (1) 5/8' TRUSS TO - 2X6 LggKCIU7 --- EACH SIDE OF POST 2# M + + ,+ : _ r' ' 2X6 -- ►1_ + 0 MB W /WASHERS POST - -- 2� ,-�( �' . ill • 2X4 B!_gCK NAIL T❑ E:A, PURLIN PER SCHED. D NAIL PURLIN TO •---1 BEAM W /3 -16d RAKE BEAM GIRT - TRUSS TO POST 2 - 16d .. ill *. --.\_ 1' -6' LAP (MIN,) PURLIN 1' -6' LAP (MIND ____. PURLIN PER SCHED.0F CCNNEC7 BEAM & • TRUSS W/2 -16d, ANGLED. NAIL_ E1 PURLIN T❑ EA BLK & TRUSS W/2 -16d AS SHOWN, NAIL PURLIN TO PURLIN PER OR /RAFTER RAFTER , BOLTS PAR SCHED, C 2' X BLK,, EA SIDE OF POST WIDTH TO MAX BLK. T 4 X, BI_K. FOR DOUBLE TRUSSES �� 0 11 _ I� a 0 o X113, 2R� - pip i s rBLOCK TO POS IIPER SCHEDULE J ►+ ++ 1, 4 + ++ 1 1/2° MIN CI Li . • _ METAL SIDING j _— + . >� 16d NAIL EA. PURLIN TO BLOCK (NCIT SHOWNSUPPORTS 3SECT, THRU PURLIN 010 - TRUSS @ TRUSS -- PURLI 3 -16d TRUSSES CL POST 44 P URLIN EA END OF UR RAFTERS SPLICE LAP ( DETAIL BOTH ARE ONE BUILDERS f CL POST SPLICE EQUALLY MAY CONFIGURATIONS STRONG, EITHER BE USED AT THE DISCRETION. 2 X LEDGER, NAIL TO BEAM �// 16d @ 9' C.C. N OTES LEDGER SUPPORTS PURLINS & NEED NOT EXTEND TO OR ATTACH TO POSTS. POST --- PER SCHEDULE 3' TRUSS 3" a (TYR) FASCIA 4 -16d TYP, ? -16d TYP, 3 -16d TYP, ,° .:- -- 3 -16d TYP, BOLTS -R `! ____ • `:. BLOCK C� DETAILS { ;'. PER 1 - WALL PANELS w --, --� -.® SCHED. SEE NOTE # 4 OR #11 kSECTION 3' 1�--- • WIDEST WIDEST 5A SECTION (P.. RAKE SION OF POST ----- @ EAVE DIMENSION OF POST U.N.O. 2 ` OPTIONAL_ _OVERHANG 2 1' = 1' -o• 1' =1' -0' 1' =1'--0' `_ / 1' =1' --0° 1' =1' -0' ENDWALL POST PURLIN — HANGER _BAY WIDTH 24' MAX, BAY WIDTH 24' MAX, ---A- GRID =Ell__ GRID SYSTEM STEEL SIMPSON U26 OR EQ. W/ lOd X 1 1/2' NAILS PURLIN 2 -16d EA. TO • ,Y TOENAIL NAIL PURLIN - -Y EA. RAKE 2 X 6 BLOCKING -- PURLIN I i _.0-0 2 -16d TOENAIL - 2 X 6 BLOCKING (2)5/810 1 <4) BOLTS W/ 16d EACH SIDE RFTER ER SCHED. (1) 5/8'0 'BOLT W/ �(4) lfid EACH RAFTER EACH SIDE (3) 16d EA, TO PURLIN EA. RAKE - PURLIN TRUSS - -- - - -_i�J '�' RAKE T1:1: PURLIN - W - � Al FASCIA ' i �� � ',at FASCIA � s�--- RAKE POST ,16d € 4' IJ /C�� STAGGERED RAKE TO RAKE: RAKE BEAM PER SCHD TOP CHORD �N BEVEL BLOCK TO MATCH RAKE SLOPE 16d @ 9' Q/C • GER - { LEDGER TO RAKE , :1 . :.: �f �� __ " o :• 1 ;,fit, t: _l ` ' _ , - 3 -16d `tl) 5/8' u�3 CARRIAGE BOLT @ ENDWALL POST (1) 5/8' 0 CARRIAGE BOLT @ CORNER POST POST, GIRT & WALL CLAD, . 3 -16d J,___._ 'h- 2 1/2'- • �� - f :. � TRUSS TRUSS TRUSS BOT, CHORD BRACE PER DET , , • TRUSS CHORD WALL CLADDING FAKE BEAM -- SEE SCH, , �"- M �,�• . - tom, c� co 2 X BLK,, E A --'1 1; SIDE OF POST WIDTH TO MATCH POST 4 X BLOCK FOR DOUBLE RAFTERS rI'lkRIDGE POST / (2) BOLTS `�/ (TYP.) i _ A • (2) BOLTS . - y4 - WALL CLADDING �' .: SEE SCHED. G® 2 `: 1 1/2' _ RAFTER CONN. , ('7 �" / / l ` LEDGER PER SCHED © 2 X 6 BLOCKS 2 X BLK. EA -- SIDE OF PAST WITCH TO 1 1/ MATCH POST 4 X BLOCK FOR SEE SCHED, L9 _ /2' I 2 X BLOCK --_�--- (TYP.) WIDTH TO MATCH POST 5 /B'0 CARRIAGE BOLTS PER SCHED. L 5B AKE BEAM <2) 5//F3' BOLTS I DETAIL_ TRUSS BOTTOM CHORD BRACE PER D>~T. 14 �2 PER S EDUOL K 0 DOUBLE RAFTERS 6 INTERIOR POST /RAFTER CDNN. • 5D SECTION @ ENDWALL W/ OVERHANG SEC I ION @ ENDWALL W/ OVERHANG • (5C SECTION @ ENDWALL W /TRUSS 2 1 ° =1, -0' 1' =1' -0° 1' =1' -0' 2 1, =1• -o, 2 1' =1' -0' 2 1 1 /2' • 1' -0' BLOCK SIZE TO MATCH POST OR BUILD TO MATCH GRID, VVTM iiQ_TE' TIE STRAP SHOWN MAY NOT. iJOfE� 12 ENDWALL POST -- 2X4 T - GIRT ('RAT RUN') AT BUILDING EAVE HEIGHT 16d @e 24' CENTERS BE REQ'D, -•- -. SEE SCHED, M. TIE STRAP EAVE GIRTS BUTT (1) 5 /8' EACH SIDE 0 BOLT W /4 -16d ER G, + + + ,J 2X6 GIRT -------. --- FACE NAIL �`''� W/ 3--16d OA 2X6 GIRT— FACE NAIL TO �►�1 POST W/ 3 -16d i USE P,T, T •- GIRT @ BASE OF' WALL 2X6 P.T. GIRT P.T. 2X4 BASS. GIRT W/ 16d� @ 12' O,C. ALONG PER AS Y FR WHEN 7 a al 2 NO SLAB -POST 4' CONCRETE FLOOR SLAB 3 -- 16d EA. .� AS TRUSS RIDGE ..,r ;!..* 4 I \ FACE NAIL 2X4 TO POST W/ 6 -16d BLOCK TO MATCH WIDTH • OF SIDEWALL POST • ELEVATION .> / RAFTER SCHED. ` SPLICE AT P ❑ST W/ lid X 1 1/2' SEE SCHED. M EA SIDE i a INTERIOR d + + _ + + 3- 16d(TYPJ ('1 - .rl -•-- PURLIN TO DLR. i `_ ..�„ _ fV (3) 16d EACH GIRT TRUSSES DRIVEN @ ANGLE (TYP.) 2X6 7 --GIRT r' �� '�I h E + .= (BOTTOM -� CHORD) �� BLIJCK BELOW + GIRT -� V NAIL GIRTS TOGETHER W/ 16d @ 1 ALTERNATE LOCATION + E SIDEWALL POST SPLICE 1,------/ •--r' & BASE GIRT -/ DETAIL • 1 1 T FOOTING f_1. -- 2 X 11LK., EA SIDE— OF POST WIDTH (1) BOLT SEE SCHED. G `: ( -- -POST OF TIE W/ 16d SEE 1! STRAP NAILING NOTE #10 FOR TIE STRAP TYPICAL EAVE GIRT - /�-�- MAT'L 24 RC. (TYP.) -1 \ -- TOE NAIL T -GIRT TO POST W/ :3 --16d POST ++ - ++ ++ :. +y • _ - TO MATCH POST 4 X BLK, FOR DOUBLE RAFTERS 9 SIDEWALL ., �• PER SCHED. A ; > � ' �< POST RAFTER CONN, NAIL 2X4 T-GIRT T�7 TRUSS & BLOCK W /6 EACH PIECE ---� -16d PLAN , f , TOE NAIL 2X4 T -GIRT TO POST W /2 -16d SHOWN OR TOP CHORD CONN, 12 2X6 T — GIRT DETAIL BTM, CHORD BRACE DETAIL 1' =1' -0° 1' =1'- -0' ( \`_/ 1'.1'-o' 21.1=1.1-01 °TRUSS r POST mot' /�� -POST FOR CORNER & ENDWALL POSTS ONLY _, 2 - lOd % @ EA. GIRT _ X 1 1 /2' NAILS r - PUST /�;A '��� =, J/ ` ~ • • i 3 f " '' ' RECEIVED GIN OF TUKWILA JUL II 7 1994 CITY APPRU�ED ILA PERMIT CENTER AUG 1 0 1994 , • : ,.1' 4� , L. p —1 a Lai 1 c� us a. = = —111---I I r-- 111- ! II 1 I 1 'f • r� �; #= I =I 1 I= � � 0 z —I P w 1 ( ce a. — wI I i =� iE1 II (= I I T • • . . ' . ' -I ; ;_ -- I ---- — 11-1 I I i i1 COMPACTED FILL SEE NOTE #9 COMPACTED FILL. SEE NOTE #9 I I _� _ 1 .s.- POST �. �.. ► i; - -- WALL TYPE X $d X 1 3/4' GALV. NAILS @8' ❑,C, �•-- T GIRT @ 24' 0.C, (2 X 4 MIN.) °METAL SIDING M WALL \N e b e + • 4 4 + 1 + I + + + + T"°-1 + + -16d @ G° 16d @ 4' STAGGERED PRESSURE TREATED 2X6 EA SIDE OF POST + + + 4 EA 4 EA N •-+ - 16d SIDE - 16d SIDE �,:.. GIRT 12 - 16d — TOTAL STEEL STRAP y. t .� ,,, --- PER NOTE i- BEND OVER / F '' , � �, ` #10 POST \' ' A 5 /I3 GYPSUM WALLBOARD TYPE 'X' , % ' BLOCKED @ EDGES. S, USE 6d COOLER OR WAL NAILS OR EQ, @ 71 O.C. O.0 'y ° + L --- _ - POST - ---- -- -•z TO BE COVERED W /G4 �:: f :, �,. -'�+ 19 I HOUR FIRE SEPARATION ►: '' 41 . ( --_ Of W41 ' /4t, ' EMBEDDED F'ER --,/ ; ; 1 x • '�' `� =� "� i PER 6' CONC. PAD. ,.._........- BUILDING DIVISION �, • . - r ` 11508 . • ��ISILR� 'ONALE- " - NOTE' TYP. WALL I. (\TRAEEQST ri7 -I � t_-- ---1 _�'-) DETAIL SHOWN PER PB BASIC r 1 �--t- �1 ! =� IS FOR #20/90 C t iT1 —LrrI ! � - BRACED ❑NN i _-- =� _ _ —) _ \ J/ . —At INSTALL_ .LL C'.T. e'X8 ON 4' WIDE POST P.T. 2X10 ON 6' WIDE POST INSTALL ON OUTSIDE FACE OF POST Ai POST BASE EXTENSION SCHEt H AND P POST FOOTZlia 16B M BUMF SCHED. H AND P T O T FTN •, W /PAD 4 1' =1,-. o' �". 1' =1' -n° fir 1'i' -o' - NTS 1 is,,....,,,, '.e'fiY -l�ifi � ks✓Kj s- uK..,��J{!i.- ..- ., -:...; ..:...- .....wwr.•.- xSEu <:,.t . a. r.- r,•...- ..w %'._:.... ...........:...w. -1 .rY -,.._ :J.3tt...... ,.:.:�,_.,+,• %r.a..:: -... w�...;..:..rc.:...: -.i. - ;' .. ,. ..• .:.,�' :.. ... �..,.... .. _...; .... .. <ri .: <' .. ...' ,. '_:• � may,. ... ,r . , ✓ � ,./. _ . �. �.+'. ,+. ! ....- .; , -- .» I. 3 .., • .. ..,f ,..- .,:.�,:.. � . of i %iI ;.1 "• . ,. .. ..,1 7 .,. •.+.. rr. -._ 1. . -... ...`Lr:` >".. CF. ....... ,.. .s. +�. ,i i'�.:' 'I� >�...,., .s�, %fi. . ,.�. •. ..1. ,o, ,., .. !• -.. ., .'�•' ,,, -'.- .. :.. ...: .,: is :... r.' -.. III III Ill1ill ill1ili IIIII III1III IIIIl�l 11l1ii�fl :; �I`IILIII, II "i ij °I� ,:Li�i,' Il�il��lii�Il. li�i. fl�i `pplij.ir -il .l. 11111111111111 tjl�I`I�`IIllllllll�l�lllli� 0 ie TH3 INCH 1 2 3 4 5 6 7 8.. 9 10 11 \Um.amo. 12' N0tE: If the microfilmed document is less clear than this notice, it is clue to the quality of the Original document. Oe 6z ee LZ 9Z SZ 47Z ' CZ ZZ L ?, C7Z 61. St Ll 91 GI +ll EL Z1 It 01, 6 e L • 9{` S E G l Ww 11,1111111 0 p II {{ 1 , ' 1 t I 'ii'I ll 111 11ii111111i 11111111II101.111111I 411Ij11111601 ,IliIIIIIlIIIIIII IIIIIIIIIII1111 I' 111111Iiin1111111111111111ihnil 1 1 ilillllillilll1111111illn 11111 11IIiII1i�Utt lifil1l1,.11111I�lul1lj I I(Iu, . li��,� .. -. , IlIIIIIIIIIf III ... , l SIDEWALL POST SCHEDULE ALL BLDG. WIDTHS TO 40' BAY WIDTH EAVE HEIGHT 8' 10' 12' 14' 16' 10' !` 4X6 4X6 4X6 4X6 4X6 12' '. 4X6 4X6 4X6 6X6 14' 4X6 4X6 4X6 6X6 6X6 ALL CORNER POSTS 4X6 - ORIENTATION NOT CRITICAL EXCEPT IF ADJACENT TO AN OPENING THEN LONG SIDE OF CORNER POST TOWARDS OPENING, PURLIN SCHEDULE PURLIN /SPAC'G, INTERIOR RAFTER SCHEDULE. GRID SYSTEM BAY WIDTH RAFTER SPAN 10' 1 12' 14' 10' (2)2X10 HE NI.2 C� X12 HF N0,2 (4)2X10 HF ND.2 1 (2)2X10 DFL N 4 f `2X12 DFL NO.2 (4)2X10 DFL NO.2 12' (2)2X10 HE NO,.: 6X6 6X6 (4)2X10 HF NO.2 T' )PX12 HE NIA (2)2X10 DFL NO 2, j' ')2X12 DFL NO,1 (4)2X10 DEL NO.2 14' (2)2X12 HE NO 2 ° `:::)2X10 HF NO.2 . (4)2X10 HF NO,2 (2)2X12 DFL NO.2 (4)2X10 DEL ND,2 (4)2X10 DFL NO.2 NOTES : ALL BLOCK BOLTS 5/8" s25 INTERIOR POST SCHEDULE GRID SYSTEM BAY WIDTH EAVE: HEIGHT 8' 10' "<< `:'' 12' 14' 16' 10' 4X6 4X6'` 6X6 6X6 6X6 12' 4X6 6X6 6X6 6X6 6X6 14' 4X6 6X6 ;j '{,6 6X6 6X6 ENDWALL POST SCHEDULE ALL BLDG, WIDTHS TO 40' BLDG. WIDTH (SPAN) EAVE HEIGHT • 10' 12' 14' 16' (2)2X10 HF NO.2 4X6 4X6 6X6 6X6 6X6 20' IR 3 (2)2X10 HF N0,2 22' OR 32' , 4X6 6X6 6X6 6X8 24',34' DR 36' 4X6 4X6 6X6 6X6 6X8 26',38' DR 40` 4X6 6X6 6X6 6X6 6X8 28' 4X6 6X6 6X6 6X8 6X8 RAKE BEAM W/ OVERHANG SCHEDULE BAY WIDTH BEAM SPAN 10' 12' 14' 10' (2)2X10 HF NO.2 (2)2X10 HF NO.2 (2)2X12 HF N0,2 12' (2)2X10 HF N❑.2 '° 0 HF NO.2 (2) 2X12 HE N0,2 14' (2)2X10 HF N0,2 ( 2 `<', HF N0.2 (2) 2 ``` DFL N0.1 (2) 2X12 H.E. NO,1 POST FOOTING SCHEDULE POST SPACING EAVE HEIGHT 8, 18' DIA 10' 12' 14' 16' 10' ':8' DIA, 18' DIA, 18" DIA, 24" DIA, 12' ,. :, , l8' DIA 18' DIA, 18' DIA, 24# DIA, 24' DIA, 14' 18' DIA, 18' DIA, 24' DIA. 24" DIA, 24" DIA, NOTES FOR CLEARSPAN BLDG, W/ 4X6 SIDEWALL POSTS, SPACING = 14', AND SPAN OVER 30'; USE 24" DIA, AND DET, I6 ALL HOLE DEPTHS 4'- --0" INTERIOR P ;_T FOB:: `` NG SCHEDULE GRID SYSTEI ALL FOOTINGS: TRUSS BLOCK BOLT SCHEDULE 5/8'0 MACHINE BOLTS W/ WASHERS SEE DET, RAKE BEAM SCHEDULE BEAM SPAN NOTE 2X10 W/ 2X4 LEDGER 2X12 W/ 2X6 LEDGER (2) 2X12 W/ 2X6 LEDGER DET. 5A/2 DET, 5A/2 DET. 5B/2 RAKE BEAM CONNECTION TO POST 5 /811r CARRIAGE BOLTS BAY WIDTH '' w BEAM SPAN r 10' ,r 12' 14' 10' 2 SEE DETAIL 5B/2 12' ,3 SEE DETAIL 5B/2 14' 3 3 SEE DETAIL 5B /2 NOTES: (;) 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE 1991 EDI -I ION OF THE UNIFORM BUILDING CODE, 2. TRUSS DESIGN AND FABRICATION SHALL CONFORM TO `E 1991 EDITION OF THE UNIFORM BUILDING CODE. ENGINEERING DESIGN AND SF, DRAWINGS SHALL BEAR THE STAMP OF A PROFESSIONAL ENGINEER REGISTERED THE STATE OF WASHINGTON. 3, BUILDINGS SHOWN ON THESE PLANS HAVE BEEN DESIGNED 7R THE FOLLOWING LOADING: SNOW LOAD: 25 PSF WIND LOAD: 80 MPH, EXPDSUR, B WITH 25% REDUCTION OF WIND STAGNATIL PRESSURE FOR SOIL BEARING: 2000 PSF MISCELLANEOUS STRUCTURES PE U.B,C. SECTION 2311 H. 0) J SEISMIC ZONE: 3 4, METAL PANELS SHALL BE ASC PACIFIC NOR CLAD, OR EQUAL, HF /ING MINIMUM 80 KSI YIELD. STRENGTH. ROOF PANELS SHALL BE FASTENED WITH #14X1 1/2" SELF TAPPING SCREWS AT 9" D.C. ALONG EACH PURL.IN AND #12 STITCH SCREWS AT 24# D,C, ALONG EACH LAP, WALL PANELS SHALL BE FASTENED WITH #9X1 1/2' SELF TAPPING SCREWS AT 9" 0.0. ALONG EACH GIRT, SEE SHT, 1 FOR METAL GAUGE. 5, LUMBER SHALL CONFORM TO THE FOLLOWING: 2X4 THRU 2X12: HF ND. 2 OR BETTER U.N.O. SOLID POSTS: HF Na 1, ROUGH SAWN EXCEPT 4X6 S4S BLOCKING: HF STANDARD AND BETTER 6. LUMBER IN CONTACT WITH SOIL OR CONCRETE OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED IN CONFORMANCE WITH AWPA C-2. NAILS USED WITH PRESSURE TREATED LUMBER OR BELOW GRADE SHALL BE GALVANIZED, 7, BOLTS SHALL CONFORM TO ASTM A307 AND HAVE WASHERS UNDER EACH HEAD AND NUT U.N.O. 8. CONCRETE SHALL CONFORM TD U,B,C, SECTION 2604 FOR 2000 PSI UNINSPECTED CONCRETE. 9. BACKFILL FOR EMBEDDED POSTS SHALL BE GRAVEL OR SANDY GRAVEL, 1' MAXIMUM SCREEN SIZE AND DRY ENOUGH TO BE COMPACTIBLE. COMPACTION SHALL BE BY MAN_ ALLY TAMPING WITH A 20 POUND MINIMUM STEEL TAMPING BAR IN LIFTS NOT TO EXCEED 8 '. 10. STEEL STRAPPING SHALL BE •SIGNODE MAGNUS OR EQUAL, 1 1/4' WIDE X 0.031" THICK WITH A MINIMIJM AVERAGE ULTIMATE STRENGTH OF 4300 #, 11, 19/32" Ti -11 SIDING MAY BE USED IN PLACE: OF METAL PANELS ALONG ENDWALLS AND SIDEWALLS, T1-11 SHALL BE NAILED WITH 5d COMMON OR GALVANIZED BOX NAILS AT 5" O.C. ALONG PANEL EDGES AND 12' D.C. FIELD. FDR SHIPLAPPED EDGES BOTH PANELS SHALL BE EDGE NAILED WITH 5d AT 5' D.C. 12. CONSTRUCTION OPTIONS WHERE SHOWN ARE AT THE BUILDER'S DISCRETION, BOLT QTY'S. SHOWN ARE FOR BLOCK CONNECTIONS TO ENDWALL POSTS, USE 1/2 QTY. SHOWN FOR BLOCK CONNECTIONS TO CORNER POSTS. NO WASHER UNDER BOLT HEAD. USE (1) 5/81'0 CARRIAGE BOLT AND (3) 16 d NAILS IN RAFTER CONN, TO EACH POST EAVE GIRT TIE STRAP 2 BOLT BLOCK 3 BOLT BLOCK DIAMETER, 4' -0' DEEP ET, BLDG. LENGTH NO TIE TIE STRAP PER DET BLDG, LENGTH QT RECEIVED CITY OF TUKWILA Jul. 0 7 1994 PERMIT CENTER C''rY OF TUKWILA APPROVED 7 /, Aim 40 ING DIVISION NOTE: NAIL QTY'S. SHOWN ARE EACH SIDE OF SPLICE. 0' . � "I- 1 .� f T ; r ) y r ri,c f;r .s ^r ) 2 ..,F ���{n.'� ,x.. r • 4' Y t!. rr` vs�» -:j'q'�- �° r`''�'��,. ;r, .fit,.. .j. �. ., � ,, Ili 111 1111111 11..111!1 .)11111 1111111 1111111 1 11111111 11. TT' 1111 I I • I11.�111' 11 #11. III 11111, #,ill IIIIIIII 11,014444M II 1 � � � 1 ry1 1 l�f � i 17 g ._:. O 10 TH31NCH 1 2 / 3 4 __ .:._... .: , ✓.. 1. { 1 NOTE: If the microfilmed document is less clear than this ( • notice, it is due to the quality of the original document. 6Z 86 LZ ^2 5Z hZ ? CZ ZZ LZ ()Z 6L 8l LL 9l Sl hl EL ZL Ll 01, 6 8 i InI O I I ( I I i I I i IIIII+ t'�t ILl�I11l11 11Illiuk I' lulu,1.1.111n !111 1 climb 11111. 1111. i lil !,�l tl !IIiii11��I�phil1l!)1!l!itti, u �Illtul I InJJli�, 1pi Il111iIIII�i1iI111�lilli�Il ,ilLilllllllLlli,IIIiIIIIIi l ll . tilt411 111111111 111`1111111111111111111111i111i I 9 _ 10 11 Maus:116ER14441 12. • S h E Z L ww 0 IIl'Inil illi11I111ilint inllllllIn1110111n111111tI 7 ligewore DTL. — ENDWALL POST PER SCHEDULE B INTERIOR --7- POST BAY SIZE (14' MAX.) A x W 0 H ID cs I SIDEWALL POST 1 1 ii CORNER POST RAKE BEAM PER SCHEDULE F L DTL, alp TYPICAL BRACE TO ENDWA L POST PER DTL, FOR CLEARSPAN STEM 1 BAY SIZE BAY SIZE (14' MAX.) (14' MAX.) SIDEWALL LENGTH renR7SE0 vost'T1‘1S DTL. OR W /NO POSl/ 12 FOR MAXIMUM SEE NOTES 1 1 4 PLAN 3/16' = 1' -0' 4 (SEE GENERAL NOTES 4) EAVE HEIGHT I I11 11 LJ TITIN INTERIOR 1 11 I II FOOTINGS PERI 1IPOST SPACING 1 1 1 U L SCHEDULE P 6 DTL 1 TIrr u SPAN LAT"Lj i TYPICAL SECTION THRU GRID SYSTEM 3/8' a 1' -0' Opp ic4noN OPTIONAL EAVE OVERHANG PER DTL. 29 GAUGE METAL WALL CLADDING PER NOTE 4, SHEET 3 (OPTIONAL CLADDING PER NOTE 11, SHT. 3) FOOTINGS PER DTL. 11 SCHEDULE H (SEE GEN. NOTE 4) " 12 ENDWALL POST PER SCHEDULE B BLDG. LINE @FACE OF POST (TYP.) TRUSS BY OTHERS METAL ROOFING PER NOTE 4, SHEET 3 29 GAUGE TRUSS SUPPORT BLOCK PER DTL. & SCHEDULE C POST PER SCHEDULE A GIRTS PER DTL DTL 111 uu PURLIN PER DTL. AND SCHEDULE D SPAN -to Fkortz EP 1 1 1 1 11 uu rat 7Mmit AWa'.lCA7Z K TYPICAL SECTION THRU CLEARSPAN 3/8' = 1' -0' EAVE HEIGHT FLOOR GENERAL NOTES 1, BUILDING MAY BE CONSTRUCTED OF ANY SIDEWALL LENGTH AND SPAN MEETING THE REQUIREMENTS OF THESE PLANS WHERE RATIO OF LENGTH TO SPAN IS EQUAL OR LESS THAN 3 (SEE NOTE 4), 2, WALL OPENINGS AND ACCESSORIES ARE INDICATED ON PERMA BILT BUILDING FLOOR PLANS. LATERAL RESTRAINT REQUIREMENTS FOR EACH INDIVIDUAL WALL SHALL CONFORM TO THE BRACING SCHEDULE REQUIREMENTS OF PB BASIC 4120/90. 3, BUILDING MAY BE A COMBINATION OF CLEARSPAN AND GRID SYSTEM SIMILAR TO PLAN. 4, FOR ROOF SLOPES GREATER THAN 4112, BUILDING LENGTH TO SPAN RATIOS ARE LESS THAN 3 FOR THE HIGHER EAVE HEIGHTS. REFER TO P,B, BASIC *20/90 FOR LIMITS. 5. CONSTRUCTION OPTIONS WHERE SHOWN ARE AT THE BUILDERS DISCRETION. tae w CoMpttAblet STATE 144Wei69 CDE "114(5 &A1t6mE LS COUCIOER.EC KEATS1asp41•e • NO 1P1ST4tt4T1cw o A' 44*Tc44 Tei IS .AprRco. a IJtloe.* -1-Nis' 1A tT Ao tica•Ttal . SWARM PEW MQUEIEID POR: 0 M■otwa [d aummnCAL O PWM♦NO O GAS PIPING CRY OF TUKWI A BUILDING DIVISION RICE COPY 1 underfed that the Alen Click c, : 4 .73 eubjsct to errors and aaddetr and app,.:_, of plena dose not as lltelr S■ VISMIen of any adopted ads sr ear NINM W anneals% spy 01 REVISIONS NO CHAMOIS MALL St MDR 10 THE SCOPE OF WOl� PRIOR APPROVAL MTIJKSWI1LA USILCIN(i DIVISION. �o■� rwa tet exuoa ao Ma emu =w tea. an"op atw�LA CITY OF TUIMILA APPROVED AU8 1 ' 1994 A i �.l.uS ^c i '1 re JUL 071994 /■t t a— ,= 1 1 g SUO$IIASJ CLEARSPAN /GRID COMBINATION EL I Li 0 . f ifTT►I17� Paurriema 40i OR ICS WALL PANELS RE NOTE N 4 OR TYP.) POST Pf SCHED, A 3' TRUSS WIDEST DIMENSION OF POST U.NA. TRWn0 sv /MMNS [ACMLSIDE OF POST FASCIA 4 -16d TYP. t -16d TYP. 3 -16d TYP, 3 -16d TYP, VOLTS OR SCHED. c PE DETAILS OPTIONAL OVERHANG 1' • 1' -0' 1)14 OC14 HAIL PURLIN T �M / /!e dA�WKN.Ki _ LIN TA, I�IN (((NO SHOWN) TRUSS OR RAFTER SECT. THIN PURLIN Q TRUSS /RAFTER 1' •1' -0• 1' -6' LAP (MIN.) PURLIN PER SCMED.0 1' -i' LAP (MIN.) PURL! 3 -16d EA END OF LAP TRUSSES OR RAFTERS POST , fL POST NOTE' RUY ST R CONFIGURATIONS EQUALLY ONG,EIR ONE MAY BE USED AT THE BUILDERS DISCRETION. URLIN SPLICE DETAIL ENDWALL POST PURLIN BEVEL BLOCK TO HATCH MAKE SLOPE (3) 16d RAKE TO PURLIN f- RAKE TO POST lid t 9' D/C STAGGERED LEDGER TO RAKE 5/!'/ CARRIAGE BOLTS PER SCHED. CD LAKE BEAM DETAIL 1 1/2' • 1' -0' 16d ! 4. O/C STAGGERED RAKE TO RAKE SCHED LEDGER PER LEDGER PER SCHED 2 X 6 BLOCKS (2) 5//8'0 BOLTS PURLIN TRUSS STEEL HANGER SIMPSON U26 OR EQ. W/ 10d X 1 1 /1' NAILS TRUSS BOTTOM CHORD BRACE PER DET.® TRUSS TOP CHORD WALL CLADDING ®SECTION e ENDWALL W /TRUSS 1• =1' -0• BAY WIDTH 2 -lid TOENAIL EA, PURLIN TO EA. RAKE 24' MAX, t ! X i BLOCKING PURLIN nava %r 4, r) 1 . 1 (1) 5/8.• CARRIAGE BOLT ! CORNER POST RAKE BEAM SEE SCH. 2 X BLOCK (TYP.) WIDTH TO MATCH POST 2X6 FASCIA 3 -16d 1) 5/8.• CARRIAGE BOLT 2) 5 /B'111 CARRIAGE BOLTS ! ENDWALL POST POST, GIRT L WALL CLAD. ECTION L ENDWALL W/ OVERHANG I'm I' -0' BAY WIDTH 24' MAX. 2 -16d TOENAIL EA, PURLIN TO EA. RAKE 2 X 6 BLOCKING PURLIN I TRUSS TRUSS TOP CHORD TRUSS BOT. CHORD BRACE PER DET 2X6 FASCIA 3 -16d WALL CLADDING QSECTI❑N a ENDWALL W/ OVERHANG 1' =1' -0' GRID SYSTEM 1 NAIL PURLIN TO TEAM W/3 -161 PURLIN IV RAKE KAM PER SCHE ONNECT KAM 6 VLOCK TO POS PER SCHEDULE .1 S X LEDGER, NAIL TO SEAM V/ lid ! 9' O.C. NOTE' LEDGER SUPPORTS PURLINS L NEED NOT EXTEND TO OR ATTACH TO POSTS, POST PER SCHEDULE® SECTI ❑N a RAKE 1' -1' -0' t t METAL SIDING WIDEST DIMENSION OF POST U.N.O. (2)5/8'0 BOLTS W/ (4) 16d EACH SIDE (TYP.) 2 X BLK. EA SIDE OF POST WIDTH TO 11/ MATCH POST 4 X BLOCK FOR DOUBLE RAFTERS /2' RAFTEER SCHED. G (2) BOLTS SEE SCHED. G® INTERIOR POST PER SCHEDUL NTERI ❑R POST/RAFTER CONN. 0' GRID SYSTEM (1) 5/8'0 BOLT W/ (4) 16d EACH RAFTER EACH SIDE 2 X BLK, EA 1 1/2 SIDE OF POST WIDTH TO MATH POST 4 X BLOCK FOR DOUBLE RAFTERS C2) BOLTS SEE SCHED. G® 1 1/2' IDGE POST / RAFTER CONN. l' =1' -0' BLOCK SIZE TO MATCH POST OR BUILD TO MATCH 3 - 16d EA. EA SIDE 3 - NOM TO (TYP.) NTERIOR RIDGE C❑NN, 1' =1, -o. GRID SYSTEM 2 X BLK. EA SIDE OF POST WIDTH TO MATCH POST 4 X BLK. FOR DOUBLE RAFTERS (1) 5/6' 0 BOLT W /4 -16d EACH SIDE RAF .G R SCHED. G (1) BOLT SEE SCHED.® POST PER SCHED.® IDEWALL POST RAFTER CONN. 1' ■1' -o' NOTE1 TIE STRAP SHOWN MAY NOT BE RE0'D. --- SEE SCHED. M. TIE STRAP W/ 10d X 1 1/2' SEE SCHED. 14 EAVE GIRTS BUTT SPLICE AT POST (3) 16d EACH GIRT 1, a,oE4 •I• ALTERNATE LOCATION OF TIE STRAP W/ 16d NAILING SEE NOTE *10 FOR TIE STRAP MAT'L SIDEWALL POST TYPICAL EAVE GIRT SPLICE 1' =1' -o' 2X6 GIRT FACE NAIL V/ 3 -16d 2X6 GIRT FACE NAIL TO POST V/ 3 -16d DRIVEN ! ANGLE (TYP.) 2X6 T -GIRT NAIL GIRTS TOGETHER W/ 16d 24' O.C. (TYP.) 2X6 T - GIRT DETAIL 1' -1' -0' TOE NAIL T -GIRT TO POST W/ 3 -16d POST NOTE' USE P.T. T - GIRT AS PER t BASE OF WALL WHEN NO SLAB 2X6 P.T. GIRT P.T. 2X4 BASE GIRT W/ 16d ! 12' O.C. ALONG GIRT POST 4' CONCRETE FLOOR SLA FOOTING ASE GIRT DETAIL 1c =1' -0' ENDWALL POST 2X4 T - GIRT ('RAT RUN') AT BUILDING SAVE HEIGHT 16d ! 24' CENTERS 1 1111=1114'i n.■iic�� /,FACE NAIL 2X4 TO POST MI W/ 6 -16d BLOCK TO MATCH WIDTH OF SIDEWALL POST ELEVATI ❑N TRUSSES (BOTTOM CHORD) BLOCK BELOW .1_ EI INII■11/r=1111 •111. TOE NAIL 2X4 T -GIRT TO POST V /2 -16d NAIL 2X4 T -GIRT TO TRUSS L BLOCK W/6 -16d EACH PIECE PLAN TRUSS BTM. CHORD BRACE DETAIL 1' =1' -0' COMPACTED FILL SEE NOTE *9 p _%Jj POST ftittrier rr • • PER 11 COMPACTED FILL SEE NOTE *9 6' CONC. PAD. FOR CORNER L ENDWALL POSTS ONLY POST 16dt6' 16d ! 4' STAGGERED 4- 16d EA SIDE 4- 16d EA SIDE PRESSURE TREATED 2X6 EA SIDE OF POST INSTALL P.T. !XS ON 4' WIDE POST P.T. !X10 ON 6' WIDE POST INSTALL ON OUTSIDE FACE OF POST 2 - 10d X 1 1/2' NAILS ! EA. GIRT POST STEEL STRAP PER NOTE *10 BEND OVER POST 12 - 16d TOTAL NOTE' TYP. DETAIL SHOWN IS FOR BRACED WALL PER PB BASIC *50/90 ■j —u —n •.-^i mom 5/8' GYPSUM WALLBOARD TYPE 'X' 1111 . BLOCKED t EDGES. USE 6d COOLER OR V NAILS OR ER. ! 7' O.C. POST TO BE COVERED V/G 1/2' GYPSUM WALL BOARD TYPE 'X' 8d X 1 3/4' GALV. NAILS t8. O.C. T GIRT ! 24' 0.C. (2 X 4 MIN.) METAL SIDING Cm OF TUI(W to APPROVED AU0 0 1994 ortnitrana Jul 071994 sr a 1 2 SUOISIA0..1 1 1• •1 %. I !!D1 HOUR_FIRE SEPARATION WALL , 0 SIDEWALL POST SCHEDULE ALL BLDG. WIDTHS TO 40' BAY WIDTH SAVE HEIGHT : ' 10' 12' 14' 16' 10' 2X6 1 24'OC 4X6 4X6 4X6 4X6 12' - 4X6 4X6 4X6 6X6 4 14' 4X6 4X6 4X6 6X6 6X6 NOTE ' ALL CORNER POSTS 4X6 - ORIENTATION NOT CRITICAL EXCEPT IF ADJACENT TO AN OPENING THEN LONG SIDE OF CORNER POST TOWARDS OPENING. PURLIN SCHEDULE BAY W NTH PURLIN /SPAC'G. LUMBER HF NO. 2 10' 2X6 1 24.00 2X6 1 24'0C DFL NO 2 12' 2X6 1 24'OC 2X6 @ 24'OC DFL NO. 2 14' 2X6 e 1610C HF NO. 2 2X6 a 18.0C HF NO, 1 2X6 e 18'0C DFL N0, 2 O INTERIOR RAFTER SCHEDULE GRID SYSTEM BAY WIDTH RAFTER SPAN 10' 12' 14' 10' (2)2X10 HF ( X12 HF NO.2 (4)2X10 HF N0.2 (2)2X10 DFL N 2X12 DFL NO.2 (4)2X10 DFL NO.2 12' (2 )2X10 HF NO. )2X12 HF NO.1 (4)2X10 HF NO.2 (2)2X10 DEL NO 2. )2X12 DFL NO.1 (4)2X10 DFL NO.2 14' (2)2X12 HF NO. 2X10 HF N0,2 (4)2X10 HF N ❑.2 (2 )2X12 DFL NO.2 (4)2X10 DFL NO.2 (4)2X10 DFL NO.2 0 NOTES' ALL BLOCK BOLTS 5/8'R INTERIOR POST SCHEDULE GRID SYSTEM BAY WIDTH EA HEIGHT 8' 10' 12' 14' 16' 10' 4X6 4X6 6X6 6X6 6X6 12' 4X6 6X6 X6 6X6 6X6 4' 4X6 6X6 6 6X6 6X6 0 ENDWALL POST SCHEDULE ALL BLDG. WIDTHS TO 40' BLDG. WIDTH (SPAN) SAVE HEIGHT ' 10' it 14' 16' 20' OR 3, 4X6 4X6 6X6 6X6 6X6 22' OR 3 - 4X6 6X6 6X6 6X8 24',34' OR 36' 4X6 4X6 6X6 6X6 6X8 261,38' OR 40' 4X6 6X6 6X6 6X6 6X8 28' 4X6 6X6 6X6 6X8 6X8 m RAKE BEAM ■/ OVERHANG SCHEDULE BAY WIDTH BEAM SPAN 10' 12' 14' 10' (2)2X10 HF NO.2 (2)2X10 HF NO.2 (2)2X12 HF NO2 12' (2)2X10 HF N0,2 ( 0 HF NO.2 (2) 2X12 HF NO.2 14' (2)2X10 HF NO.2 ( HF NO.2 ( ) 2 DFL N0.1 (2) 2X12 H.F. NO.1 O POST FOOTING SCHEDULE POST SPACING SAVE HEIGHT e' 10' 12' 14' 16' 10' 18' DIA. 8' DIA. 18' DIA. 18' DIA. 24' DIA, 12' 18' DIA. 18' DIA. 18' DIA, 24' DIA. 24' DIA, 14' 18' DIA. 18' DIA. 24' DIA. 24' DIA. 24' DIA. NOTES FOR CLEARSPAN BLDG. W/ 4X6 SIDEWALL POSTS, SPACING = 14', AND SPAN OVER 30'J USE 24' DIA. AND DET. ALL HOLE DEPTHS 4' -0' INTERIOR P GRID SYSTE ALL FOOTINGS' NG SCHEDULE IAMETER, 4' -0' DEEP ET. eqq• eQaca O TRUSS BLOCK BOLT SCHEDULE 5/8'0 MACHINE BOLTS W/ WASHERS BAY WIDTH TRUSS SPAN 80' 24' 30' •_ 36' 40' 10' 2 2 3 3 4 12' 2 3 3 4 , 4 14' 3 3 4 4 5 C SEE DET. e RAKE BEAM SCHEDULE BEAM SPAN 10' 12' 14' 2X10 W/ 2X12 W/ 2X4 LEDGER 2X6 LEDGER (2) 2X12 W/ 2X6 LEDGER DET. 5A/2 DET. 5A/2 DET. 5B/2 O RAKE BEAM CONNECTION TO POST 5/B'0 CARRIAGE BOLTS BAY WIDTH BEAM SPAN 10' 12' 14' 10' 2 2 SEE DETAIL 5B/2 12' 2 3 SEE DETAIL 5B/2 14' 3 3 SEE DETAIL 5B/2 NOTES' O NOTE 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE 1991 EDITION OF THE UNIFORM BUILDING CODE. 2. TRUSS DESIGN AND FABRICATION SHALL CONFORM TO THE 1991 EDITION OF THE UNIFORM BUILDING CODE. ENGINEERING DESIGN AND SHOP DRAWINGS SHALL BEAR THE STAMP OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. 3. BUILDINGS SHOWN ON THESE PLANS HAVE BEEN DESIGNED FOR THE FOLLOWING LOADING' SNOW LOAD 25 PSF WIND LOAD 80 MPH, EXPOSURE B WITH 25X REDUCTION OF WIND STAGNATION PRESSURE FOR SOIL BEARINQ' 2000 PSF MISCELLANEOUS STRUCTURES PER U.B.C. SECTION 2311 H. SEISMIC ZONE' 3 4, METAL PANELS SHALL BE ASC PACIFIC NOR CLAD, OR EQUAL, HAVING MINIMUM 80 KSI YIELD STRENGTH. ROOF PANELS SHALL BE FASTENED WITH $14X1 1/2' SELF TAPPING SCREWS AT 9' O.C. ALONG EACH PURLIN AND *12 STITCH SCREWS AT 24. O.C. ALONG EACH LAP. WALL PANELS SHALL BE FASTENED WITH *9X1 1/2' SELF TAPPING SCREWS AT 9' O.C. ALONG EACH GIRT. SEE SHT, 1 FOR METAL GAUGE. 5. LUMBER SHALL CONFORM TO THE FOLLOWING' 2X4 THRU 2X12' HF NO. 2 OR BETTER U.N.O. SOLID POSTS' HF NO. 1, ROUGH SAWN EXCEPT 4X6 S4S BLOCKING' HF STANDARD AND BETTER 6. LUMBER IN CONTACT WITH S ❑IL OR CONCRETE OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED IN CONFORMANCE WITH AWPA C -2. NAILS USED WITH PRESSURE TREATED LUMBER OR BELOW GRADE SHALL BE GALVANIZED. 7. BOLTS SHALL CONFORM TO ASTM A307 AND HAVE WASHERS UNDER EACH HEAD AND NUT U.N.O. 8. CONCRETE SHALL CONFORM TO U.B.C. SECTION 2604 FOR 2000 PSI UNINSPECTED CONCRETE. 9, BACKFILL FOR EMBEDDED POSTS SHALL BE GRAVEL OR SANDY GRAVEL, 1' MAXIMUM SCREEN SIZE AND DRY ENOUGH TO BE COMPACTIBLE. COMPACTION SHALL BE BY MANUALLY TAMPING WITH A 20 POUND MINIMUM STEEL TAMPING BAR IN LIFTS NOT TO EXCEED 8'. 10. STEEL STRAPPING SHALL BE SIGNODE MAGNUS OR EQUAL, 1 1/4' WIDE X 0.031' THICK WITH A MINIMUM AVERAGE ULTIMATE STRENGTH OF 4300*. 11. 19/32 "T1 -11 SIDING MAY BE USED IN PLACE OF METAL PANELS ALONG ENDWALLS AND SIDEWALLS. T1 -11 SHALL BE NAILED WITH 5d COMMON OR GALVANIZED BOX NAILS AT 5' O.C. ALONG PANEL EDGES AND 12' O.C. FIELD. FOR SHIPLAPPED EDGES BOTH PANELS SHALL BE EDGE NAILED WITH 5d AT 5' O.C. 12, CONSTRUCTION OPTIONS WHERE SHOWN ARE AT THE BUILDER'S DISCRETION. BOLT QTY'S. SHOWN ARE FOR BLOCK C❑NNECTI ❑NS TO ENDWALL POSTS, USE 1/2 QTY. SHOWN FOR BLOCK CONNECTIONS TO CORNER POSTS. NO WASHER UNDER BOLT HEAD. USE (1) 5/8'0 CARRIAGE BOLT AND (3) 16 d NAILS IN RAFTER CONN. TO EACH POST EAVE GIRT TIE STRAP 2 BOLT BLOCK BLDG. WIDTH BLDG, LENGTH TIE TIE STRAP PER DET eb BLDG. LENGTH 20 SNO 20' ' 5 28' 43' MAX 44' TO 84' 6 32' 48' MAX 49' TO 96' 7 36' 52' MAX 53' TO 108' 6 40' 57' MAX 58' TO 120' 9 MIL NAIL QTY'S. SHOWN ARE EACH SIDE OF SPLICE. 3 BOLT BLOCK CITY Of TUKWMA APPROVED AN 10 1994 BUIL C artrallA JUL 0 7 994 MAN OI.0II1 11 1 SUOISIna,J ,