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Permit B95-0078 - BELTZ RESIDENCE - GARAGE
City of ?icakwili. (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: Type: Category: Address: Location: Parcel #: Zoning: Type Const: Gas/Elec: B95-0078 B-BUILD NSFR 3730 S 152 ST 004100-0650 R3 V-N BUILDING PERMIT Status: ISSUED Issued: 05/02/1995 Expires: 10/29/1995 Suite: Type of Occupancy: PRIVATE GARAGE Wetlands: Slopes: N Water: N/A Sewer: N/A Contractor License No.: ALPHASB117PU TENANT OWNER CONTACT CONTRACTOR BELTZ TED 3730 S 152 ST, TUKWILA, WA 98188 ALLEN D. L. & LISA R. 1161 - ABERDEEN AVE. N.E., RENTON WA ROBERT SMITH 1724 COLE STREET, ENUMCLAW, WA 98022 ALPHA STEEL BUILDINGS 1724 COLE STREET, ENUMCLAW, WA 98022 98056 Phone: 206 825-7768 Phone: 206 825-7768 ***********,***************************,********************************* Permit Description: CONSTRUCT DETACHED GARAGE. Units: 001 Buildings: 001 Fire Protection: N/A UBC Edition: 1991 Front: Left: SETBACKS .0 Back: .0 .0 Right: .0 Valuation: 22,356.00 Total Permit Fee: 390.60 ************************************************************************** Permi Center Authoriz Signature Date M iff5 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: 5 " 7_5 Print Name:i('.f-1 7 Al 4r -(,L IL Title: ' ©7f •e 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. -- 0 CITY OF TUKWIL 0 z . 1 -4 ,r: ; D of C nunity Development — Permit Centfflit c i i s 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 Taos fif (206) 431 -3670 Building Permit Application Tracking PLAN CHECK PROJECT NAME �` NUMBER V 1,4Tf d SITE ADDRESS SUITE NO. 516 3 • • --� 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. DATE :; DEPARTMENT DATE IN REQUIREMENTS / COMMENTS �- CONSULTANT: Date Sent - Date Approved - .1 BUILDING - 3--( ( y„ initial review (ROUTED) FIRE 3/ FIRE PROTECTION: Sprinkl:rs Detectors N/A //g5" 4/711— FIRE DEPT. LETTER DATED: INSPECTOR: ,S _ INIT: Afti 0 PLANNING q � (cie ZONING: r.— �BAR/LAND USE CONDITIONS? OMB No t REFERENCE FILE KOS.: INIT: MINIMUM SETBACKS: N- S- E- W- PUBLIC c1 Z q r UTILITY PERMITS REQUIRED? • Yes I "No PUBLIC WORKS LETTER DATED: % 20 Q , WORKS 41110/9r INIT: // , t ' ' L_ x MO r 5:607,110G (F O OTHER INIT: BUILDING - 4•1ffig5' TYPE OFCONSTRUCTION: CERT.OFOCCUPANCY? UBC EDITION (year): final review I INIT: •Fri "`v ` Yes gNo 1991 BUILDING ( L ' . OFFICIAL INIT: A • REVIEW COMPLETED / AMOUNT CONTACTED katehl 3 f� 1 l� (ma,evur,$) OWING: �'(/` - __ DATE NOTIFIED BY: i j – f;i 2nd NOTIFICATION BY: (Init.) 3RD NOTIFICATION BY: Q���.� (init.) 011:;6 O 3 ... BUILDING PERMIT _...igfr- APPLICATION CITY OF TUKWIL4 Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 DESCRIPTION AMOUNT RCPT # DATE (206) 431 -3670 1 C Q( LD BUILDING PERMIT FEE t4C1 PLAN CHECK PLAN CHECK FEE , s NUMBER 0� l BUILDING SURCHARGE APPL)CATION MUST :OE OTHER FILLED ..OUT ' ,COMPLE TELY. , , . •. - .. TOTAL _ II')4(7) SITE ADDRESS SUITE # Qgi44 VALUE OF CONSTRUCTION - $ 3 7, ? (57 /5 ` ��'tiv,// 60 / �/,3�5. 0 0 PROJECT NAME/TE ASSESSOR ACCOUNT# TYPE OF i.0 New Building • Addition • Tenant Improvement (commercial) • Demolition (building) WORK: • Rack Storage 0 Reroof ❑ Remodel (residential) ❑ Other: DESCRIBE WORK TO BE DONE: /�?? BUILDING USE (office,, warehouse, etc.) / c7 / 6a/-6, -) e? /- et a NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? ❑ No ❑ Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: t act ( Tenant Space: Area of Construction: IQ GI WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? k No ❑ Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: ❑ S•rinkiers 0 Automatic Fire Alarm System PROPERTY OWNER e c/ ..- e //- PHONE ea, ... Z, y , ADDRESS 3 7 3— S/,S..? , 11 4. k to; /4 ZIP 7B f CONTRACTOR 99 4 q L.57-C- c„ / i 0 • PHONE G-�� _ 7-76j. ADDRESS / 7,,R y (t, /c g -_ _., h c.c. Y1q e_ / c , w q o ZIP if-4 Z z_ WA. ST. CONTRACTOR'S LICENSE # (j p �� � s Z EXP. DATE /v / / /g ARCHITECT PHONE ADDRESS ZIP 1 CERTIFY THAT 1:: HAVE; READ; AND ;EXAMINED:;THIS "APPLICATION AND; KNOW THE SAMEiiTO. inin: BE.:TRU :C.ORRECT, AND 1 `AM :AUTHORIZED TO THIS `' BUILDING OWNER SIGNAT RE _ = yv --"-- DATE 4/5S" OR AUTHORIZED PRI AM `� ; c C 5 � 1,„ b PHONE s -_ 7 7 g AGENT ADDRESS CITY2IP _ fr y o Zi 5' C� /� sT �� c/� _ CONTACT PERSONr / f - PHONE S . _) 7 o L�G'r fy � . T/i 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. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES 51(0 _ q 1422/03 . .. —� ( SUBMITTAL CHECKLIST COMMERCIAL NEW COMMERCIAL BUILDINGS /ADDITIONS :; COMMERCIAL TENANT IMPROVEMENTS . Completed building permit application (one for oach structure) ompted bul mit ie Iding per application (one for each struotre C C Assessor Account Numbor r: nan , Assessor Account Number Two sots (2) of the,folfowine Two (2) sets of construction plans; which include l Spocifications � Site plan 1 Structural calculations stamped by a Washington State licensed •. ocaticn;ot tenant s ace L p . � Existing and proposed 1 parking engineer • Landscape pan (if app cable, l e , change of usa) n Soils report stamped by a Washington State licensed onglneer Overall building plan Topographical survey • Tenant location • Use of adjacent (common wall) tenant Energy :calculations stamped by a Washington. State ticensed • Overall ;dimensions of bullding or square footage engineer or architect r ed to spa Floe plan of gropes Want ce Legal doscription . • Tenant space plan with use of each room labelled �� Working, drawings, stamped by a Washington Stato licensed •.:Exit doors, egress patterns architect, which include..;; • New walls, existing wall, and`Walis to be demolished Site plan Construction details ;:• Architectural.drawings Cross sections showin wall consWction and method of • Structural drawings. :attachment for.tloor and ceiling Mechanioal drawings Elevations L_ Structural calculations stamped b a Washington State i)censed �.Givil drawings engineer may be required if structural work is to be done (2 sets) Landscape plan NO any tr ty w o, lt separate utility permlt NOTE 11 , u li wo rk is to b e subm , Completed utility permit application one for entire prajoct) applicatlon and plans f ISix (6) sets of civil drawings NOTE See ubllty permlt application and cherkbst for specific utility OOF submittal requirements ER Completed building perrnit application (one for each structure) C n Assessor Account Number RACK STORAGE Narrative descnbing' aisting roof, material being removed, and m being I Completed building permlt application NOTE A cerdflcattlon I t is of the permit ra ulrod nor to final Inspection and sl n Assessor Acco Numbor n nt Numbor o : 4 P PQ Two (2) sets of plans, which include: Building floor plan showing ANTENNA/SATELLITE DISHES 1 i I Completed buiidine permit application Entire space where . racks will be located >: Exit doors ; „ 1— Assessor Account Number Dimonsfons of all aisles I , Two (2j sets of plans, which include Tenant space floor plan showing rack storage layout, aisles and exits (:' Site Plan (showing building and location of antennalsateliite dish) NOTE Include dimensions of racks (hoight width and length), aisles and exit ways on plan. Details antenna/satellite dish and method of attachment 1 Structural calculations s by a Washington State licensed j Structural ca lculauons'stamped by a Washington State licensed ;.engineer (rack storage 8' and over) :;. engineer may: be required RESIDENTIAL ----- NEW SINGLE•FAMIL RESIDENTIAL REMODELS Y DWELLINGS /ADDITIONS r-i Completed buiiding permit application (one far each structure) [1 Completed bullding permit application (one for each structure) 1 Legal description Assessor Account Number } Assessor Account Numbor ngs, which Include Two (2) sets of working draws >: > . • Sit Two sots (2) of working drawings which include Foul I &U on plan • Site plan ---•► (t7n plan show closest hydrant location • Floor plan Foundation plan Inciude access to budding; showing plan • Bu Id (all Floor plan plan <; wtdrh and length nl ing elevations views) yccess) ,• 8u Roof plan • Structural framing plans Building elevations (all views) Building cross section NOTE 11 any utility work is to be done provide utility permk application Structural framin plans 9 P ' ; and plans must be submitted I I Washington State Energy Code data R ...:.:. ; � EROOFS omplete utity' permlt appllcation n C d li Complet ed building permit applicatti W on (one for each sCturo) ; LI Six :(6) sotsbf site plans showing utilities: Assessor Account Number NOTE Bulding site plan and utility sito plan may be;combinod Soo n Narrativedescnbing existing roof, material being removed, and utility permit application and checldist, for specific submittal requiremonts material being installed Additional topographical and soils information: may bo requiredll unique: NOTE A letter is required prior to lnal lnspecnon and sign site conditions off c f ilia permit J, w� ; w'•••, City of PA Nita APPti . 'on # e_ :\Cj ( � o t , • Central Permit System - E'' ngineering Division --1 ?� . ) • 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Phone: (206) 433 -0179 ', , o';', . . .,' � .... UTILITY PERMIT APPLICATION 1 90 4 PROJECT <> < Site Address: 3 73p S /.S',,?. 7u if" w //e /.J a . 9t /G 4 INFORMATION Name of Project: __�� G e, Property Owner: .e a/ /3 e/72, Phone No.: 2 96 -6 4' Street Address: 3 7 c, /3 Cit /State /Zi • : - . j . 4 Z4J 4 . Sit ze En•ineer:Ij c / e s 7` a7 ra - G_•o cc. / ,'; c Phone No.: 86/ - ,- 7 Street Addr ess :� /� ± ,ST ,i City /State/Zip•., - i /,,•lv,-, Z, cc ' 12L Contractor: ` evbe,- - 7" . Ss; 2 71, Phone No.: 8ca - 77 L.c Street Address: / / c ) /e r. city/state/zip.- u a, c /u w l.J t ' L2 King Cty Assessor Acct #:AZo b y /o • - Contractor's License #:,; . ,,,. z A'; Exp. Date: /° / ' : PER MI .T S >: :< ❑ Channelization /Striping / i ping ❑ Sewer Main Extension ❑Private ❑ Public .REQU.EST.ED' ❑ Curb Cut/Access /Sidewalk ❑ Storm Drainage ''''' ❑ Fire Loop /Hydr. (main to vault) - No.: Sizes: ❑ Street Use ❑ Flood Zone Control ❑ Water Main Extension ❑Private ❑ Public ❑ Hauling ❑ Wafer Meter / Exempt:- No.: — Sizes: O Land Altering cubic yards Deduct ❑ Water Only ❑ ❑ Landscape Irrigation ❑ Water Meter / Permanent - No.: — Sizes` O Moving an Oversized Load ❑ Water Meter / Temporary:- No.: — Sizes: Est. start/end times: Estimated quantity: Date: Schedule: • ❑ Sanitary Side Sewer- No.: ❑ Other: WATER' :METER ; Name: Phone No.: `: D EP ; OS.I T ! »< ><:<:> >> <!> ::REFUND /BILLING: Street Address: City /State /Zip: . . .MONTHL•: :; ?;`;' Name: Phone No.: SERVICE BILLINGS:TO::: < : ::li Street Address: City /State /Zip: ❑ Water ❑ Sewer ❑ Metro ❑ Standby DESCRIPTION`OFPROJECT > <' ❑ Single - Family Residential ❑ Multiple - Family Dwelling ❑ Hotel ❑ Duplex ❑ Apartments Other: (23 G r ct 7 .e, No. of Units: El Motel ❑ Triplex ❑ Condominiums ❑ CommerciaVlndustrial ❑ Office ❑ Warehouse ❑ Church ❑ School /College /University ❑ Retail ❑ Manufacturing ❑ Hospital El Other: :;MISCELLANEOUS;:: ❑ New Building ❑ Remodel/ Square footage of original building space: it1FORMA :ION` ;` ` Square Addition Footage: Square footage of additional building space: King County Assessor's valuation of existing structures: $ Valuation of work to be done: $ . ,1 H R BY;;CERTIFY ,1 HAVE;: REA ; THIS. APPLICATION; AND; KNOW THE $AME. TO BE. TRUE AND; CORRECT . Applicant /Authori - • - / Contact Person A. -n is n, r- , !d . ,- _(print name): � pIc', , 7 S,.''? Print Name: , _S /s 7 e> /;, Address: /2,1 e4 /e S £iuu /'hc. /a cam, 4,1( Date: /"5" Phone :fay' 7� (,� Phone:.. 5'" 77 Date Application Accepted: V J " c l S Date Application Expires: ci (p •••• q5 04/22/92 INSPECTION RECORD WI ' Retain a copy with permit 0a „. ,.. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ,ri (206) 431-' Project: or ypo o n• • : • •n: NI\ L •press :' ? -� 3 5 /6 51 • e��: 7 , e/ Special lostnidIons: Date Wanted: Requester: -- reeD -�-, PhoneNa 1 14/ � �2 [ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: • (J t1 ..= i'Y1. { CI L_ t IJ t/ d - 117A (3 P .-c \(--- A 0L :€ A 5 WA6 1 AT`E Pk` w% �L 1 Inspector: Date` g r � ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at a` 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1RecetNo .: Date: . �'�`' . •• .wcii5 ra•.nmarss:r. +a.....- .u•u. -. err; ot'.;.: oD+': cr:« v. a.•. xy:! Y::>: rs):, rt' r+ n[: i:•.. wY..= I'. i.'.: r.,, Y. ti :w::ca'•sMU1..UU.vr.t6.:tatgie r', rt�::44, 4':::'�, "::::3.. i - � INSPECTION RECOR , 55 - f Retain a copy with permit 0078 1 SPE !0 ` 1 0. 1 PERMIT NQ. CITY OF TUKWILA BUILDING DIVISION N 6300 Southcenter Blvd., #100, Tukwila, WA 98188 , 4 4 (206) 431 - 3670 . Project: 6 UTZ ype oilnspection: r �,,, _ 4 t �C.JC� G Address: Date Called Special Instruct D to Wanted: 5 / . * C,ti n 4 ..., Y7'} e,, Jam/ f � q am, p.m. Requester: j 0 V 3a i r `r Phone No.: L A C ( ' cA 17 ❑ Approved per applicable codes. Ar Corrections required prior to approval. • COMMENTS: /"�P�''r2ra ' Q—et 0 i &A' /// ei e o c . /reit >e .4.t , ,i e 2.. 6 ,C- 6),,,-)4-0., e_. s 71-. ,.i tip) b I a r.. I/ OP t..r./ 6:4/ .< C y, + . f°2* • 'INSPECTION RECORD / Retain a 'copy with permit' 0° 28 E • ` 0. "` " PERMIT NO. CITY OF TUKWILA BUILDING DIVISION N,N1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 V *, (206) 431 -3670 ro eat: ype o nspe f( el M • n / � 1 . Address: — � " {Tom Date Called: Special Instructions: • Date Wanted: ��-- .,,.5 "r r' am. p.m. • Requester: Phone No.: ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: S /V( ' - . j•' rlh CV K) Lei 4 . 1. •• dl .. t1 / • • Inspector: t /Q ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. >'' eceQt Date: ^'t0.'`' k''a'. ' , M5gv .. .. • ■. — E _ — t r \ -e- ' 0 . INSPECTION RECORO-) /39\ 5 . Retain a copy with permit ( 3 '•;.: )NSPE 10 1 0. , PERMIT NO. CITY OF TUKWILA BUILDING DIVISION , 4 1.4 . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 1 (206) 431-3670 Project: -7 , g / j ( ype o nspect on: f _ _ 1 n io 2S' -., Adss '3 s /c3--. 5r Date Called: ..... Spe. al Instructions: Date Want „ --, • -- I am, p.m. Requester:D ii , / t",. , • Phone No.:41 .., ,,. 10 Approved per applicable codes. /j Corrections required prior to approval, COMMENTS: .,.. ■ ,*; I .5 7 0 42-S 11 1 t r A • 7 4.• If) e 8 i,s i., .. .. . ... .... .44 .., e 4 l. , I - .6 1 v t 0/ or 4 7 of , 40 0 L. OP I0 04Q ' 1, ■ 1: , I )7 .. --/ ........, .. . .. t . , ., . z_,-,, .,. ..: 1 , ,....,, ,=, ,, ,, .,, , . , ,,.: : •, . , . , nspector: AllyipplaW DI, e: 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. - •,'„' - ._ . ' , ' KG * 1 0.: 179: { GENERA 234.00 **' 4**** A***• k*A******* A•** A******** A* :k * * **A * *k *A * *A * *•k * * *A *A*A * * ** GENERA 4.50 CITY OF 1UKW11..A, WA TRA3'19MI:T TOTAL 238.50 * A* A*** A• kA* k4' k• h*** A ** *A*k:1•*A*A * *ti• *khk:4h*A* EA ** *A **A *kk*•h•h*•A•.a•k ** CHECK 238.50 TRANSMIT Number: 94002223 Amount: 23.8.50 05/02/95 1422: CHANGE 0.00 Payment Method: CHECK Notation: ALPHA 3TL'EL BLDG In litA 02 9 2392A000 16:24 Perm i-t No 1395 -0078 Type: 13-BUILD 'BUILDING PERMIT Parcel Nci: _, 004100 -0650 Site Address:. 3730 S 152 ST Total Fees: 390.60 This Payment 238.50 Total ALL Pmts: 390.60 Balance: .00 *A* *•k * *1lA•+ ** **.h* ** ** Mfr * ** *A.A * *A *A** *k**k A** .* *A•****** ** * *.. * *i her Account Code Uesc:ription Amount 000/322.100 BUILDING - RE$ 234.00. r<1 ( >00/306.904 STATE BUILDING` SURCHARGE 4.50 " Piq lJ '1114 M1 ) (e); . r•A ** ** * *A *•A•k *•Ak *. * 4•*** k****• A* A**** * *k ** *k ** *•k *4•k * *k * *•kh** * * * *A GENERA 152.10 TOTAL 15..10 cJ rY OF TUKWILA, WA TRANSMIT CN►EG4t 15 k* ** * *4.: *h *** * * * *Icvl *** *,rickle**•h**11 AltA ie k•A *k hk *k *** ***4 * * * * *A*.A.A•r .10 TRANSMIT Numbers" 34001.388 Amount;: 152.10 03/1 i%.11 CHANGE 0.00 tt��&J 1043A000 1b :10 Payment; Method CHECit Notation: ALPHA ' sTE L BLDG InY . ae0 Perm No: 095-0078 Type: 0•_UUILD OUILDING PERMIT Ptirce1 No: .004100-0 ` • S ite Address: 8 5 152 ST 'total. Fees: 390.60 This Payment 152. ' ALL Pnitf;: .152.10 [3a1once: 230.50 A***• A• A********** it****** s4*********** * * * * ** * ** * * * * * * * * * * * * * * * * * *•r4* Account Coda Death pt on Amount 000/345.830. PLAN. CHECK - RE;3 1.52.10 • • C.* ' 1 ‘.. CITY OF TUKWILA • i Address: 3730 S 152 ST Permit No: B95 -0078 Suite: Tenant: BELTZ TED Status: ISSUED Type: B -BUILD Applied: 03/16/1995. Parcel #: 004100-0650 Issued: 05/02/1995 tit********* k' k*'k ** * * ** * * ** * ** ** * **'k* ** *** tic*******' k' k *4*•.kit* **'k ***•k******* * **k ** Permit Conditions: _ 1. Temporary erosion contrao"- 1°.- measut• u es� `sh"al�ln'b,ev..",imp1emented as the first order of busfne`ss' prevent'"s'edfriieilta off ite or into .exisft m3 d,rainagei fac i 1 ititYeS. :,,. 2. No ,changes will �. made t o 'the k!p 1 ati ;:,, unless appr`ovei by the Architect or ;.Eng'ine. and t 1 l;dl'ng..: vision, 3. Electrical /p sl %be obtained t h r ough � ;t ' h e ,WashSing., State Div, i ,Sion � drs w, 9 r ~i e es 3 01.1, "`tg�ectr•i .t,z a of �.a "ki r and �In° and �, work, w ,be fnspt t by that., agency (246.630) ^" `` ':' 1 Y ., ;, . r, „,!0„,,,, r# �, ,,,,, a-,,'' �, ,,, l y �, 3 i` 4. All. pe, - , insp reco 8 approvedJF. p lan , �',shalltiMbe avai iabl.e at, the .job site jet t br� t r , f start o ranai n - v'J # r`.'` ” ` struc, lion . i These „w docurn'krits to , ma i nta i ned'�and Gr aa i 1 5 `%.'4 a l e f elyyi i 1.:4,1 n 1 A ns e e on a'p p,ry v`a 1 i s granted . .r �r " t ` , ,v 4 � � .s d 5. Al 1 w °tood�.}to K'-'ema.in in' °placed ,gati`crete sha be trea ted i ., wood.`t, :,, 1. 6. Al l rc ns,tr�u "n to be} "done.,- " -1-n( contorlmance with appr o ,�, 1 , `, p 1a . andt� =�r�equ r f, thej' lin i f or /^ BLt4i -1 ;d_ ng Code x(.1991" `�' h 5 �J v!tXl Edith on) as am'endec.. Ur'1'i, or rn' Merl ai i c41'Cod4 , (1991 Edit•do)3 t ' t a an yash1ngto, tra.te - lrr ; er g ' ode (1� edition) . 7. 1la 11'idi ty� ott Perna t.,- -°"The i &lance 4of' a--- p e - ejlt or approv o . 1 ; s :cat Ica •i�'ons.; ` a / conk ut ” t\ ir'°""s h a.J1 not be ,con— str too, e at per r , tth ,'_ r ;,an. ap,p 1d1rr lr,0 any vidlatlpn r' of k of : tile `provi's�ti ,ns, of they ul g �o'o�" or of 4 nV , .. oth" ortcl �n nce, of the Juri sdi ct . „i o„ / per rm . prestrmi �o give° .t e y'to violate or can a ' ° h . e � p.r:,o�r1s n 9 th 1 code Ja1 F '' id. + m t or . 0 . .k �► w , d , id - , iy ,. x k x � • h '1 . r':• z i 'r x . °I?7�'(;,•. ".; ^ ..`�%'k'".''t,.', prrij "t ",'X Cxp... -kfu:s e's'.G" i�7:'.x`ti}1'gtitk!t:4Y.�4:';i Cr STRUCTURAL DESIGN CALCULATIONS • CLIENT DOUG HUGHES DATE: SEPTEMBER 6,1994 PROJECT: 36L0 "136' -0''x 13•-4" POLE BUILDING BATLEGROUND, WASHINGTON PREPARED BY MONDRESS STRUCTURAL CONSULTING 2725 124TH ST. NW • . GIG HARBOR, WA, 98332 PH. 851 -6874 t T wAsif • r lose NAL SIA° 1= Ira MEM g. cn �) 2 r7 a cal rn ri t RECEIVED 2 4J1, i CITY OF TUKWILA b q6 QDl S MAR 1 6 199j. PERMIT CENTER • POLE BUILDING STRUCTURAL DESIGN CALCULATIONS ' ONE SIDE WALL LARGE OPENINGS WALL DIAPHRAGM AT OTHER SIDE WALL ONLY 2' -0" OVERHANG AROUND ENTIRE BUILDING Gravity Loads PSF Roof Dead Load " 5 Roof Live Load 25 Geometry Feet Bldg Length 38.00 • Bldg Width 36.00 Eave Ht. 13.50 Bay Width 12.00 Roof Slope ft/ft 0.333 Wind Loads Wind Speed 80 mph - Exposure B Wind Pressure q psf. 16.4 q x Cq x Ce Item Cq Ce Pressure psf Windward wall 0.8 0.62 8.13 Leeward wall 0.5 0.87 5.49 Windward roof 0.3 0.67 3.30 • Leeward roof 0.7 0.67 7.69 Uplift roof - Average 0,8 0.67 8.79 Longitudinal direction end wall 1.3 0.87 14.28 TRANSVERSE DIRECTION UBC 1991 METHOD 1 Force to Roof Diaphragm Lbs per ft. 3/8 of wall wind pressure plus total roof wind pressure = 136 . Force to End Walls Lbs. Force to Roof Diaphragm x Building Length / 2 = 2427 Roof Diaphragm shear Lbs. per ft. Force to End Walls divided by roof width = 67 Length of End Wall Openings ft. 3 Wall Diaphragm Shear Lbs. per ft. Force to End Walls divided by building width minus opening$ = 74 LONGITUDINAL DIRECTION UBC 1991 METHOD 2 Total Force to Roof Diaphragm Lbs. Longitudinal Wind Pressure x (1/2 Wall Area + Gabled Wall Area) = 4753 Force to Longitudinal Walls Lbs. Same as Total Force to Roof Diaphragm 4753 I Length of Longitudinal Wall Openings ft. 0 Wall Diaphragm Shear Lbs. per ft. Force to Longitudinal wall divided bye building length minus openings 132 Roof Diaphragm Shear Lbs. per ft. Force to Longitudinal wall divided by roof length = 132 Roof Diaphragm Chord Forces Moment Ft-Lbs. Total Force to Roof Diaphragm x Building Length divided bye 8 21847 Chord Force Lbs. Moment divided by Building Width minus 4 ft. 883 VERTICAL LOADS AT SIDEWALL POLE . Total Load Lbs. - 72 1 n e 1 L d S S (Dead Load + Live Load) x Bay Width x Building Width /2 = 048b ot, 4 r *Ai Net Uplift From Wind ( Uplift minus 0.5 Dead Load ) Lbs. Net Uplift Wind Pressure x Bay Width x Building Width /2 1359 VERTICAL LOADS AT CORNER POLE 1'Z. End Wall Pole Spacing ft. 1� Total Load lbs 32 b'7 t n e J Vc1i ‘ (Dead Load + Live Load) x Bay Width /2 x End Wall pole Spacing /2 = 900. o v e 064)11 V Net Uplift From Wind ( Uplift minus 0.5 Dead Load ) Lbs. C "04 1 ♦ {t.. et, Net Uplift Wind Pressure x Bay Width /2 x End Wall Pole Spacing /2 = 189 POLE DESIGN Pole Bending Moment at Base Lb.- Ft. Pole Wipd Prerssure x (Eave Height - 0.67 squared) / 8 = 2260 6x6 Pole Area square inches 34.40 6x6 Pole Section Modulus inches cubed 33.70 Actual Bending Stress psi: Pole Bending Moment x 12 / Section Modulus = 805 Allowable bending stress psi. 1263 Actual Compressive stress psi Z o y Pole Gravity Load / Area = 441) Allowable compressive stress psi. Page No. 4 450 and UBC 1991 edition FOOTING DESIGN Allowable Soil Pressure at Grade psf. 1600 Footing depth ft. 4.50 Allowable Soil Pressure at Bot.of Ftg psf. Allowable Soil Pressure at grade x Depth Factor per 1991 UBC = 2550 Footing Diameter Sidewall In. Z2.7ti Square Root((Pole Gravity Load /AU. SoII PresSure Bot, Ftg.) /.785) = awn Footing Diameter End Wall in. 1►;, .3 Square Root((Pole Gravity Load/ AII. Soli pressure Bot. Ftg.) /.785) = SAN Truss to Pole Connection Gravity Load - Dead plus Live Lbs. 6480 See page No. 2 Net Uplift from Wind Lbs. 1359 See page No. 2 Lateral from Wind Lbs 3/8 x Total Wind Force on Pole = 494 Lateral from Wind Lbs. (0.10 x Roof Dlap Shear x Bay Width) /2 = , 81 Total Lateral Force Lbs. 575 Resultant from Wind Lbs. Resultant Force of (Lateral plus Net Uplift from wind) = 1476 Allowable Connection Values Lbs. 2 - 3/4' in dia. Bolts In Truss Block 4380 1- 5/8 x 6" Lag Screw In Each Truss 698 5-16d Nails In Each Truss 1150 TOTAL Allowable x Load duration factor for snow - Lbs 7162 'k7 2 adz d TOTAL Allowable x Load duration factor for wind . Lbs 2458 "7 ('4 7C.' 404- Truss to Pole Connection Structurally Adequate F Ni.' S i Allowable Column Stress - Lateral Stability COLUMN MARK NO. 1 adjustment factor Cf size 1.00 adjustment factor Cm wet use 0.91 adjustment factor Cd duration 1.15 adjustment factor modulus of elasticity 1.00 unbraced length - feet 12.58 • k' factor 1.00 effective unbraced length feet - Le 12.58 eff unbraced length inches - Le 150.96 depth Inches 5.63 Le divided by depth 26.84 modulus of elasticity psi 1300000 : Modified modulus of elasticity psi 1300000 'compressive stress at zero slendemess ratio psi 850 modified compressive stress at zero slenderness ratio psi 890 o Is 0.8 for sawn lumber & 0.9 for Glulam 0.80 'Kce is 0.3 for visually graded lumber & 0.418 for Clulam 0,30 Fce psi 541 constant no 1 1.01 constant no 2 0.76 STABILITY FACTOR 0.51 COMP STRESS 1 pal 460 COMP STRESS 2 psi 899 • IF STABILITY FACTOR SAYS ERR • USE COMP 2 OTHERWISE USE COMP 1 MAXIMUM VALUE IS MOD. COMP. STRESS AT ZERO SLENDERNESS RATIO • • . .. ,.,..... ,... ...... , . ; . • (.." 1 • ,. . . . . , . ti."'nd Vv 444 124.(4,4ei. C a Y\ n *. V — lith ft* sc. 2 aws■•■•••■■•■■•■■■ I 4 .7.. 1 i " LI it i tilll ' -"*. V 21 41 '" 1 4' 3 \= sitelt . t , • !tmli ,.......___:....L. .i v......2.1,77 / 110 . •■•••■■■•■ M .42 .. .? A t i deV. = 4 4 1i th • .; • .=-. - 1 , ...c. i t._.<1°Z.. , I 1 qtd i L.) P'‘ I orf_i_le±14. .f•g.L.=. 611t .1. °Z.'"'" 72 • .... . A ' 72 •`" .= 2,$ I''' . Ai SS 4 ZSS 45 ... . Sc> •=- 20 1)4 iii. iji' . rrr... .1•z6 CioczYr-i!t2itec,7 ::: H:2', ..:y -': 7 ';:::5:,-14:: ,.;;414•.;' I:, j,..C'. ' • atr,14/ 14 d 4 1 ) 1 f .• .. ., .., . ..,. .. .r...., 1 o 4 tt(it C.. "I I ,,. 4 Z+ . . - : .y ) • .'• i FL i . : •: ., mole 4............ 6 stE - Z A i 4 4')cnvi rrt. 0 lt,ra..: ' . • . . . , . . •.. . • . • • : .:. •• :. j .....r.. 1 t • • • rA. 49 vi As 0 t ) . . 1, ..- . ,* g 0 . :.• . , ... . ....... f, --.........., , 0 ,v) . . 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( 1LrON TRUSS •MANUF 206. 486.8002 ''' Page` 1 /1 Job 943 Jan -03 Tue 11:52 1995 • MAR .3 '94 4 s 49 FROM Rk BINS ENGINEERING TO T I LT6.- PAGE . 01 1 • 1 QUAN TYPE SPAN P1 -H OVERHANGS JOB HIM 6 6.3 360000 4 0 Q 9403 -4528G 36'10 4528G 1 1 Ti 0 da12•s 10 6 -01 0 So 6-01 T 2OC -Ras -6X10 4 r 2 2:30 12 . 3:3n o e 3'4 S :4S 4 -04 -01 r 1 4310 @ 4alo 4.10= tale= ,A, l Si D A 7=10 Sa6 7310 10 6 - - 1 4 - - f 7 - 00 - 00 1 7 -00 -00 1 4 -10-02 J 6 -01 -14 1C 11.00 -00 14.00.00 � 11 -00 -00 r 34 -00 -00 wrmr*m weer e■ -_^ OnLRtst -- Version 14.0.601 swum 50RCRS MRS) 501511 RON 05th 2' 1.54 01X/ 1. TR09S1S w.Av75cToRts IT - F -R - 1414 T l•0 • 1244 T TILTOS TRUSS *!I 011E LONIlS FS 1 -6 - 2744 C 5 -0 • 7744 c 3. ARRLTIII CollroRlls t'o Tor .74 2Z 6 DPL -2400 2400 0 -11 • 1244 1 0-1 • 1614 T UDC (172 -85 ` Nay -91). ltl .05 212 6 D ►L - 2400 2400 3. TA0*0 111 DI /SUMO TOR vs* .01 2X 4 NF -1660 1650 DL•LL DNIL • .76 IN 0 - 0 No *116150 14110. 5XClSTIONSt LL 015L • .74 4 0 /960 4. rotor= TAO= ROTATION AT l 2Z 4 155 - 110 415 1 /01011.1 ssPL -571 5 /055TH■ 6.0 ALL 0151550 LOCAT105*. 0.5 SAM! A6•1 - 5. 5AIT5*•T*011 TO 010 A rioting co*fOt01 to VOC. 50X3167 Lite 05 VPLIPT, W1'51R11L ■156Is6 51111 t11u66 ■sr be ',rinse VMS PERMITTING 50 UPWARD To ►.COORS • 24 1N. 0C with RoAb*aa Ragissoring. 1ne. 50115351 or MILL OR ■R0. WIN C50RD • 40 IN. OC Orip •5156/ ere 04460 •a ►ro•• 6. 513TRN TROY To 110 C TOO IS5e66 - 1 -6 I -0 sr.. test. Plates 4s4 sired /083167 LS1 or 05111►?. 73055 /5150150 - 72.0 20. bastd 6e Iuebor 65.614 shove. 5121s Ps8121T2N0 NO MARE PLATOS . 20 51100! L00* MO7RNOtT Or WALL O* 1R0. LOAD CASS 01 ORxrrisc 145 - 225 fit PRA FAIT Loss's 115508 INCRl11R5: 19.0* 111CL4/DUS 16.08 121CRNASI Lo5DINS. LIll blab (515) TNNti01 1169- 450 5L2 555 PAIR Toy CR6 16.0 5.0 SNKAN 744 456 5L2 P!1 FAIR 1114 CRO .0 1.0 TOTAL 25.0 6.0 11.0 IT TT►/ PLATS SURE Z T A . `WQ 1V►►OIt *5115525 5 6 2- PLATI6 ON *yen SIMI° 4 ' > o• 'r1 JT REACT *I115 3t 511110? V2015 61 2041 4.00 X10,00 15.6 5.6 1 « ,� „ „ 1.15 15-1* 1.66 15 -0R 52 2042 4.00 X10.00•'6.5 2.2 A 6751 1- 0 0 3203 1. 6 S 3010 6.00 *12.00 C1R Ct5 , C 40 2-01.112101 00 t1v 6131 - SI -,� '; �/ , S. LOAD OROS 62 I1 2041 4.00 1110.00 11. '5.3 , 1UNPLR 115530 IRCRIA1lt 32.05 12 2041 4.00 110.00 5,6 2.1 ,. � LOA0150 L1V1 0550 (511) 0 1070 7.00 X10,00 erA 01* '' '-_ TOP 050 .0 5.0 I 1070 7.00 X10.00 ' 015 01* ,',1. IL Dm CND .0 1.0 5 1001 3.00 Z 4.00 CTR CTR TOTAL .0 6.0 6.0 0 1001 3.00 X 7.00 0T5 055 - SXCIPT1oNs: 5 1001 2.00 t 3.00 'CTR CTR -- A - -34.05 5.0 I 1001 3.00 N 4.00 *16 CTR r MI� 7 1 - -76.05 5.0 s1 1100 5.00 N 4.00 CTR .2 *0750X1 CRIIIRIR 37 TT55 HORS t*RT wont 51.X135 - 20 OA001 RIM LOS LOS 15 -11 05255 »0 301 -246 PA/ !RR OUR 11 PIN 0 .3167 1. 0 2501.0311 15,04 &NCRQIt . C 14051 61.0 0 •3167 1. 6 1151101 1609- 721 MU TVs Pals 15555 1046- 712 51.1 Psi 5515 125? 610111 *SOL 025 - 410 015 - 40X Jt 115! 5551! 12t* X 1 02 1100 1.00 110.00 OTR .3 NTN555 FORCES (1.6/) ?O► CRORD* 5 -r • 0640 c 5.0 • 7104 c 0 -52 • 7747 7 62 -6 - 7747 T 1 -11 • 7747 T N -i • 7304 C Nolps t r r' 1 -C • 6046 0 302105 158X31 Post -it" brand fax transmittal memo 7671 �, k•R • 6202 T 1-61 • 41569 T To ...1 �-• From J�,A.;• 11 -0 - 4660 T 0 -6 • 6203 T , 5 - LII� CO. " 11 PIS I Dept. Phone Li 1 4 a1' fax 4 tt � 1,t . ..r n '_ Fox %4 -3 y#. 31 ,..9 \ T U 6 4.0 ' " ,'..,',. ,:. , • .".•.si ' '' • • . ,', ..•,'''::.‘-..''' ,,..." S ' t' 1 0 L A 1.) 1.) It F. S S : _2:0_15,44- 4*-A , 1 ..,. • .' ''.' B U 1LbINGS . 9.itAgy.9 INC. l'A It CL L Nu., H. ,.(; vi 0 - 04'c ' LIGAL: ....k•szt....ty_side....,t_ist. ■ 404514 1 112 4/24, told Street : PO, Molt 059 0 4 . . , a . d . . 6 1 1 / 1 1 . 0 4 • 1 0 " , - - x 4 r . , . C S A C ,V "ZeiZ:c I nUttielaW, WA 00022 . Seattle/ EtiUrriiloW SCALE: /" 30' j I- LA zo , 012 , . . , , . .. . • 1200 9254/68 • • , • ' . ALPIIASB1 17 PU 10-92 . ,„... ,. . •• . . • ••••,. i , • /r / . Oh ‘ • i d • . . , . . . • ' 1 1 • . 1 . . , • IK/ . • • I • . . . , t■ • I I BL-DA • , / . rri , . . • ' , . . . . • • .9Er , , • ... • . • . A . • N : , , . • . 1 4 fs 0 . t., I • . .. le ; . . ' • 1 • .1; • .• . . . i 1 4. •EA HOVSe ' 1 *, ' . k . .. 1 b . i j,.... 1 s s. k . . . i . , • .9 c: • :„., . RECEIVED 1 MAR 1 6 1995 . . . L K .-..... ,. ... z TUKWILA PUBLIC WORKS • - r , , a , i9' . • • et • O i . / -.0' „ . . . 80 J52 1112 Sr . - . RECEIVED • , .., — • .. , MTV. oF TUKVVILA ' • • . • . MAR 1 6 1995 . . . . - . PERMIT CENTER . , . •.... • ,•,••,...• ‘,...................—... ..........,,...._ --,----,,,,,,,...,, ,,,............................-................................ -....... -....,..-.... . - . �'. n.... �. .:. - .. _....< -. x::.. i.•.......,..a�... ....�.. «r .. ............... .............._.........- ..«... .. u«.�.. -..... �.rna^.r.. nwnu..wr...- ........._....... _.. «...... �.,..,._...... .,... __...........-.........» r . �. r.. wv.. w. rv. xr+. error ircY. hrn .esfo.vnXr•rwe«.+na.w.+.:r;nM' MEMORANDUM To: Permits From: Joanna Spencer, t'w April, 20, 1995 Subject: Beltz, new garage 3730 South 152nd Street Plan check no. B95 -0078 Project no. P95 -0012 We have reviewed the above project at public works plan review meeting and after subsequent site visit, we have determined that no public works permit is required. There is an existing garage on site which will be replaced with a new one (no additional impervious surface). • • P 01 / jzD� 9/ . Depsirtmcnt of t.ehcn Rc !Mosaicq ' REGISTRATION V 1 RI j� ICATION t7nntrtictot Regisbnulun Section 4. t PO not 4$450 Olympill WA 985t4-4450 44 _ '' (206) 956 5226 SCAN 269.52761 \ `1I FAX (206) 956 922E ' d i . Olympia IlcadyuarIcr4 i• s• , . h-a—F 36. o. • c A 12' 9" I � , 11' 3' 2 FOOT OVERHANG ALL AROU D 12'O' 1 1 1.\-. 1 1., L . 6X8 CORNER POLE TRUSS '° . . • ` T +art 6X6 END METAL SIDING ' ' • .,' WALL POLES r i S 'l' BRACE 2X6 CARTS O' OC 1 III A.Th 1 . ` ( POLE X R • . s o '0 _ L RIDGE UNE 2X4 CART W/16D •{2' OC TO 2X6 •� - fi — AND 4 16D NAILS TO POLE SPACE VI' OC ---* Mi v - - w g - / 4 V / • 7 1 . 3/4 -1 • }.. i I t , 'l' BRACE amt FILE COPY 3'X6'8' DOOR — 1 ' : stand th app:-.7.-5 8EPARATE PERMIT t h. PI�II Ctlac -.., REQUIRED FOF� 1 to alarm and 1°21 MA �• �-- --� ••wseam approval cf plans d0111 Ili Mate of any N ili u 6a1 r4 • - :td Ole • .� 0 ...............1 cop' a arl� Q -�,�+ '0 4X8 �•j,, -{4 "Ca gu lf �, ���� �,�,��� r+M81ON + . roM 4 P14664 Dab – tZ - 'I'S CrrY OF TUICHILA POS • e• • !_. '- r e 12X11 OH DOOR 9X7 OH DOOR 1 9X7 OH DOOR • 1 • ' b_c REVISIONS NO CHANGES SHALL BE MADE 10 e r 1 THE SCOPE OF WORK WITHOUT PRIOR AN � � w APPROVAL OF TUKWILA BUILDING DIVISION. � 4 • ,) NCTE REVISIONS mu. REaUIRE A NEW PLAN suaken& .. 4. . „ . a . 1 AND MAY INCLUDE ADDITIONAL PLAN REVIEW FEES. ,• G' v % 9. .� ' Clti'fL�'' ti' ' 1 CITY OF TUKWI APPROVED • t APR 2 i 1995 e:3 Y o E T 1E915 ilia 0 o il It D BUILDIG DIV 1 i, .- 1 • . s 0 01 9 anatsivHd1V . =.t /t ;31voS t .�0 Z 135 4 � WA 'aNt10NJ 31LLVO 'S3HSflH 0000 • • Wi t I . w� CO U aLs 5 w ., _cos P _G v E= O' . 4-if C• ` teI I g. 4 3 • 1, a E z i %.°N w p 44, _ �-4 _ e r 4 4. ii 1:1 1 qi_. ! i c: ' 7 :7 - -:-: 1- c•-• 4 • - mi h r A & - .. NA te _ _ _ _ _ - _ r • • �N N J "V 4t a 3 gib, b , b. r. s i a a a_ — _ fil -- - - - - • 0 g 0 § /a 0 ta I = II LE , I , § 55 .- O �• O La * . o a :: .. 1 ki i - — - t il �r . 4. r ali N b 4 4 3 — \ F s e b e t • e r- p G _ ___., _ • ! r r _ ,.. s 7 -0-11--- - h i 1 . Le • „tact ►1 .... .t ,6i r s o 1 0) 0 N N II to — -- - - -- _ r.es PURUNS 02' • 4 ' 2A 8 1 \; i s �! DETAIL 1 I10 ` I\ 0. 4. I1 0. Jam_ IT _ 1 1 0110,4001 1 II 11 • I ' ... 0 019; PS . I I II I I ' I • . FIE-18. MUSS ■ ... I ..• ....•,..••••• °CD ., ' 2x6 STIFFENERS o4 I[ I I In I - , n 2X4GIRTSO2'OC 11 Y , 1 SEE DETAIL 6 h t " c/ ` / ++Z ' CS PRESSURE �EMED MO HLIP)s • i1 . dit wiff - . . . .. • d _1 1 .. .. • .... ...... , • fissi • CONCRETE BAWL 12 0" " ,J CO 11' 3 12 9 "4"" ..1 . CONCRETE PAD 36' 0" W be— 1 7001dA.041 REAR ELEVATION W 0 6" —C W'll 1/4 =1 • 18' 0" DETAIL = CROSS SECTION ca- 1 / 4 " =1 • 4 A._AJ METAL SIDING •:‹ 2X6 GIRTS 04' OC 111 ■• N rl �� III POLE a 2X4 GIRT W /16D or OC TO 2X6 AND 4 16D NAILS TO POLE SPACE 02' OC 3 DETAIL 6 q t % e 3/4" =1 P .. ..4 . to .i: A e • A 4' g r.:1,,,.,:,,y.:,,. 0)4,4 : 1* ExVIRE5 n i 30 RECEIVED 5 t I'.: .. CITY OF TUKWILA R a! a t5C115....00 — ig _ '1,, Nola i._U / r . ' ma 1 6 1995 l '. L L ! .' • ! ,'�, ' .. ::' PERMIT CENTER 1 i i ' & G S CUT NE 9RACE RK1HT �EPORE Pot R 29 GA. ST EEL ROOFING SEE AET. 5 5/16" DIA. PILOT HOLE. ROOF PURUNS • 2' 0" OC SEE DET. 4 ' —''s 2 24A NAIL 5 1110 NAILS �� W EA TRUSS S POLE A 1 N Y Wrta24113. 2 ROWS 1110 CC 012 \?■1/4 °•.:\ , I AL :lett t oy w 2 NAILS 24 2X6 VERI1 W ANGER 4 : ‘ ' • % •� CA,, NAIL TO '8 ► TRUSS EA. SIDE OF POLE . h x r POLE W/4 15D NAILS 1 r, ' • } . ..TO,,, _QF TR TRUSS BOTTOM CHORD � R 101•'• ... \ 1 i j o • • i�,'` N r BRACE N 6X12 BLOCK —i1 • SPACE TO MISS TRUSS PLATE ` "°"'`� "' " ► ` ` 1 X6 FLAT NA% 'L 2X6 VERT. „ A. SIDE 6' OC , END WALL POLE 2' 0" 3 .. ... %wAS E s R BOLTS DETAIL 7 2 IN RUC SEE DET. 10 -� END WALL BRACING ALL END WALL POLE �,` WAU. GIRTS SEE DETAIL 6 3'4 � � 1 : • - • 29 GA. STEEL SIDING • • SEE DET. 5 AT DIAGONAL BRACE ONLY r e g OF POLE DETAIL 1 1tor air . . ' ; . , 1 Ir t PURIM LAP SPtJ SEE DEL 4 TRUSS Tali CI~K11R1 . • META. ROOF • 3/4 o - - - - ''�'� �' 2� �eouo� . air 0 PURL* : agog BOTTOM TOP • N ' RAFTER TO t OR WI •`.') BLOCK It _ �W /4 100 NAM 2 US t DIAa DETAIL 4 �. Tm BoM pIRIJN " it t e' MAX MAx GAP 0 1110 HAILS BRACE so MIDI ; ~ a. ROOF 20 GA. 11E PLATE SSE � - - TRUSS WEB MEMBER 3/4"=1 M ISIS DETAIL 8 6 I61:1 NNW TOTAL 1' 9" EA. DIAG. BRACE TWO ROWS a 1 /2"=:1' 2 HID NAILS TIP. SEE DET. 8 1' G " 1 , Cret r i 2X12 RAFZER r, DETAIL 2 ti•eRAC2:soEDET. w 2x 1/ 2 HEAl x ,aWi seinej Lumen uioe�A 3/4'1=1' P RCwc,�I cuT a' IONt� ECC TRUSS BOTTOM CHORDS ;I�' BO CHORD. / Vfl%tVfltV t MIMES EN WALL . T PURU N S W�0 GA BLOC EAVES W ROOF. TOP t 001TOM OF . SEE DETAIL 5 A, Sao 29 GA. STEEL ROOFING SEE DETAIL 5 • N. r . , . t POLE k 2X0 IEADOt w \ 2X6 781 PURLINS TOE L NASS 1110 s HExa% AFTER W /160 N EA. SIDE EA. DM ii � .. 2X0w 1110N r •a:' • . • • 1110 NAILS M2 oC . To a TOP OF ---/ E � , 1 1 DOOR OPENING A LL R1113016/ATE MATE Row �I AA# I$ MID vim. M IT ik I 880 NAILS EA. TIE PLATE k 1. ATTACH ROOF DECK 10 DD MALL fiAF1EJUS w 1 yr 2X14 rr 210 soE Ara? eo NANS SOW* NU HGD I t NEOPRDIE i�C ,�� doug # X12' OC EA. sE>E�aF MID or 1 2. tom una WALL SONG At *w. t 4 ••••• ••••• ( .. 1, \r 1, a t 2 X rICII 1 E � aMOL1l M w 2 X a 1 POLE ��' kb lb OF TUr�, OC. ATTACH S OCUM '(0 PCNSI W NAILS ky t �-� 29 GA. STEEL SIDING SEE DETAIL 5 EXTEND TO ROOF 3/4••1' r PROVED D tit EA, On Lre DETAIL 3 . q RECEIVED i k g ( • v� 1 1 �� f.1.,, � �r� � � ' Ci1TY OF TUKWIiA 3/4"= ' _ _ �s N__ 1EIAL r M in MAR 1 61995 _ _ � U U I �_ D I N' % ] Dm fl O N F OETAL PERMIT CENTER bci 6 ....0 .