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Permit D02-125 - ROYAL BEAN ESPRESSO BAR
• - -. -. _ • \•f., - ;` • %.� :�r i ty 1 " n k .i of Tukwila Me Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 981881(206) 431 -3670 f PERMIT CONDITIONS . Z Parcel No.: 0040000901 Permit Number: D02 -125 H w a` � 8: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as Z ■ amended, Uniform Mechanical Code v N (1997 Edition), and Washington State Energy Code (1997 Edition). i= H 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for Z special inspection. 10: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to . give authority to violate . or cancel the provisions of this code shall be valid. 11: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 12: ** *FIRE DEPARTMENT CONDITIONS * ** 1 13: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 14: The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of . area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3- 1.1) ,.;,`;,;::_ . ' 15: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 1 r 1 , f � F l LA 16: Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. : Ys,,,, The hanger or bracket tA Cal shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that ' the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the ''" jet: ' floor shall not be less ,, r ter "'''i:t.' than 4 inches. Y .,. 1,1- 17: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month 'ii. and year that the ' ` " inspection was performed and shall identify the company or person performing the service. (NFPA 10, 43, 4 -4 and 4 -4.3) Every six MICA ' doc: Conditions D02 -125 Printed: 09 -09 -2002 Y, .,:.,,. .. _ .:. •:e ...... w ....,>,» ne , 4 .m v r.. . +r.. . .v> Year. t+ riY, 0, ,t)N.�Y•$'N'�?M?n"..•t��wwsk )tt4 . 4!t�i`swytF Y . 1 ' 1 v City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 1001 Tukwila, WA 98188 / (206) 431 -3670 years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly < • and yearly inspections \. ' H Z tu of the fire extinguisher(s) are not accomplished or the inspection tag is not complete, a reputable fire extinguisher service company will r be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) U 0 18: Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be N 0 locked, chained, bolted, co al . barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) W 19: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged w 0 from inside the tenant 2 space. (UFC 1207.3) pg Q 20: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 21: Manual operated edge- or surface - mounted flush bolts and surface bolts are prohibited. When exit doors are used in pairs and = a approved automatic flush bolts are I- _ . used, the door leaf having the automatic flush bolts shall have no door knob or surface - mounted hardware. The unlatching of any leaf Z I— shall not require more Z O than one operation. (UFC 1207.3) { 22: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City p Ordinance #1900. UO 23: The installation of wiring and equipment shall be in accordance with N.F.P.A. 70, Article 760, Fire Protective Signaling Systems. F-- (NFPA 72- 1- 5.5.4) = W • 24: Local U.L. central station supervision is required. (City Ordinance #1900) I— ' 25: All new fire alarm systems or modifications to existing systems shall have the written approval of the Tukwila Fire Prevention L I 0 Bureau. No work shall commence . LLi Z ' until a fire department permit has been obtained. (City Ordinance #1900) (UFC 1001.3) U 26: Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and Tukwila 0 I— Fire Department job Number available Z to confirm shut down approval. (City Ordinance #1900) 27: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 28: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive \. requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building • Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC • 1111.1) 29: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 30: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 31: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575- 4 , A 4407. F: ;�'�: 32: No drive-through service for the espresso stand is permitted in this zone. `r *; `a f 33: ** *PLANNING DIVISION CONDITIONS * ** tine I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances `' governing this work will be complied with, whether specified herein or not. ;0 _ ; ,:. , T The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws .A �; regulating construction or the performance of work. doc: Conditions D02 -125 Printed: 09 -09 -2002 `'FY`t . ... ............... ..,..:...,.... ... . .,.__.. .. .v4 .M'R MFS:K 1 - e .�. �fuwa.`.!vu}� k.+• .F. wi7'�79 . sdeq,V`P�4 t ' • .\ 4 :� , Ci o Tukwila MG Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 , { DEVELOPMENT PERMIT Z ti ' F.Z Parcel No.: 0040000901 Permit Number: D02 -125 w re Address: 14620 TUKWILA INTERNATIONAL BL TUKW Issue Date: 09/09/2002 6 v Suite No: Permit Expires On: 03/08/2003 U O (0 0 Tenant: W = Name: ROYAL BEAN ESPRESSO BAR Address: 14620 TUKWILA INTERNATIONAL BL, TUKWILA, WA : ' u O LL' � Owner: aa Name: LAKHA INVESTMENTS Phone: u- Address: , = w Contact Person: Z 1 Name: DAVID SMITH Phone: 253 709 -0598 Address: 1402 AUBURN WY N, PMB 363 W ui nO Contractor: UO co Name: DURGAN BROTHERS Phone: 253 -405 -5388 p H Address: 11321 201 AVE E, SUMNER WA , ui uj . Contractor License No: DURGAB*982M2 Expiration Date: 07/22/2004 H H O DESCRIPTION OF WORK: . Z PROPOSED WALK -UP ESPRESSO BUILDING V 0 Z Value of Construction: $12,000.00 Fees Collected: $349.76 ■ Type of Fire Protection: NONE Uniform Building Code Edition: 1997 Type of Construction: V -N Occupancy per UBC: 23 �. • Public Works Activities: ' Curb Cut/Access /Sidewalk/CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N a `� r • ,�� P' I "d ,? Moving Oversize Load: N Start Time End Time n ..n,,:; - ?, Sanitary Side Sewer: N 1 `' ` Sewer Main Extension: N Private: N Public: N itui En, ' Storm Drainage: N • 4'; • Street Use N '``' {4, Water Main Extension: N Private: N Public: N , ' t Water Meter: ` ,i,R >i.;" r Channelization /Striping: f O } ,t. ** Continued Next Page ** t =qs 5stfi�I i % � • , doc: Devperm D02 -125 ' 1 v „i 1 Printed: 09 -09 -2002 L. ' - . ,,\ • �� � Ci of rkl Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 • , Z Permit Center Authorized Signature: kakf1/l1(,Jl/o a ,I t{',06 L. Date: (1-q-0*- \. , : , 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 6 5 ordinances governi g t ' work will be complied with, whether specified herein or not. _1 v U O; The grantin: of this permi does not pr -sume to give authority to violate or cancel the provisions of any other state or local laws . w = regulating , onstruction •r the perfo .nce owe k. I ar authorized to sign and obtain this development permit. N I- u. w Signature 4 _ ✓ • '/ I f Date: ' J 4 2 Print Name: N d H 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 Z � ' suspended or abandoned for a period of 180 days from the last inspection. z O D p O 0 1--, , I uJ i V ,— LL0 W Z _ 0� Z , • , I • • • . J {{ ,, :tie : L . 17'+:f ?I ■ , x!; rr j r * 5, .. ' doc: Devperm D02 -125 Printed: 09 -09 -2002' J 4 I � . ■L,I -- . .` e �� '40 CITY OF Tr1111ILA - i FOR STAFF USE ONLY � 1 10 Permit Center Project Number: • ' �' i 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 ' ZS. ina '� (206) 431 -3670 Permit Number: _DOZ New Commercial / Addition / Multi - Family Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Proje =lTon t: �� Value of Construction A Site Address: /v "' City State /Zip: Tax Parcel Number: [ /' f. - /‘ Jf -. ,L/1 . ,5 :, 3 G p) Property Owner: Phone: Fe lei. rx-y F = 19t.t___s li ZS' " Iset4 Street Address: . City State /Zip: Fax It: j 1 q o � •.r Bt-yP .'S G_.., * F. 7¢4E,.S1., Contractor: 1 EM • 4 ua¢.. Phone: Street Address: City State /Zip: Fax II: � re • ect 1-� ✓�` /"`_` Phone �L2 7 ,-: ) -- H- a -- ds9S Street Address: City State /Zip: Fax #: i4 -- i 2 L-; c- 2,,.r 1 <-6 y A) ,v. 3,a %vixM6?-i. ( ( a4 9/* En ineer: ��,/ Phone: �, �, Z Gt . YJf16.. (1�t�� 4 �b `� z-- 4' . \, . = Z Street Address: � City State/Zip: Fax it: f' 1 424"5' ' 67 1 11, 4i J ••• • *I) 3e - , 1 4 P�b , o t' b / CC C t Person: Pho ne: VII: nes L S 901 -z., ,6 V 0 Street Address: C Sta e /Zip: Fax 41: L4OQ Ava► y Ai. ?me tom (l a W = J t` W Description of work to be done:ep�, V �� P , sei f3�X�� O ,� 5 Existing use: El Retail ❑ Restaurant ❑ Multi- family El Warehouse ❑ Hospital I ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office H W ❑ School /College /University ❑ Other Z = r ~ Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital Z O ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office IQ ` ❑ School /College /University A Other )4.)--1---4— U Will there be a change of use? ❑ yes a, no If yes, extent of change: O H Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm none ❑ other (specify) . I U Bu Square Feet: r existing / W new Area of Construction: .-L'. P- Will there be storage of flammable /combustible hazardous material in the building? ❑ yes Ono U Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets 5 H Z : APPLICANT`REQUEST:FOR PUBLIC. WORKS.SITE/CIVIL.PLAN REVIEW OF THE FOLLOWING (Additional revlews.may be determined'by the. Public. Works Departmenf). ❑ Channelization/Striping p• g ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ' El Flood Control Zone ❑ _ Hauling ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ San ,. Sid Sewer . + w... #: ❑Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑Water Main Extension 0 Private 0 Public El Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only El Water Meter /Permanent # Size(s): ❑ Water Meter Temp 41 Size(s): Est. quantit gal Schedule: El Miscellaneous i. . t •'`b '' , S k Value of Construct - In all cases, a value of construction amount should be entered by the applicant. This figure will be :, r ; .' , reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. '. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ',COI; exp by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 . i r.,.; ;v ,. days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No ,103, . °r application shall be extended more than once.'!'!!' Date application acc pled: Date application rpires: Application taken by: (initials) ,3 - 8 • _ - off S;rs 7.... PLEASE SIGN BACK OF APPLICATION FORM , 11.. • :' A. ��S {. . a, a So` ...t.- t It.... ∎�.� \ � • .',�,. -. Y \s, �, • ot. ' • ' N .''`,.•,yi•1: . -1 ' /'r .`A. "}..yyL'p y . • NCPERM1T.DOC 1 / : d,irr`n� �. :,`, ;, �.:, , . ;;�. . .; n: 'r.+ . , .,w .. ,� . . , K.,.,,. -. --.. .. ... ., .... .._ _.... _ .. ........... •,,. ...., ... . :,.r ,.,c4tzrr. �47P�!'?,'?��!'.. J t x LL NEW COMMERCIAL/ADDITIONIMUL AMILY PERMIT APPLICATIONS MUS SUBMITTED WITH THE FOLLOWING: )' E I.� INUTO TAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Certificatkof sewer availability (Form H -11). Contact the Public Works.Dp'p rtlfieilt (206) 3Lci 79 fitr servicing district. ❑ ❑ Metro! Nbn Sewer' Use Certification if there is a change in the amount of plumbing fixtures • - ,, (WI K 1 ): � B�tsine6.g.Declaration required (Form H -10). • Five (5) sets working d of rawings, rn)hich include : ❑ ❑ Site Plan .::,_:..' ','• ' r•t' '. ' 1. North arrow and scale. s • 2. Existing and proposed utilities and existing hydrant location(s). 3. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements. • 4. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions. r.&.-rtxx a tioR :of:,ctrivtgiiii0, parking, loading & service areas, with parking calculations & location & type of dump - ster recycling scrdening. 6. Location and screening of outdoor storage. 7. Limits of plearing /grading with existing & proposed topography at 2' intervals extending-5' beyond propertys Q •`;•:;f itlu7i lades,,. rdsi V ontrol measures & three buffer protection meast4egs: 1. J ; ►. , ='• \, • _ • w 8. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses endtkreir buffeXs, fY mg 18.45.040). :..• . �,, ; • • ,. • t .'. % =� •'• • .. =�. .. • , .. .' ...Identify,.location and size of existing trees, note by size and species those to be maintained and those tq be V v 0 ~ •y • . • �-re'movedt , !' t c t+ f s •: r% ? • 10. Landscape plan with irrigation: Exia1 g,tr es . to b,e a ed by eve-and ' pec'ies. Propc4 J: Inctultske .• Lux species, locatin and spacing. L` 6calroh'o `service are 's and 'vault with proposea `screening. N 11, L oc of_hig i v 1 %er 'rk :of the Gr /p nish' River if, ii is-locate yithin 200' of the high water mark. w 0 1 Lowest finished floor e (if flood control zone permit required). 2 13. Civil plans to include size of water supply to sprinkler vault with documentation from contractor stating supply g Q line will meet or exceed sprinkler system design criteria as identified by the Fire Department. co 14. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H - 9). H W ❑ ❑ Vicinity Map showing location of site Z = ❑ ❑ Building Elevations (Include dimensions of all building facades and major architectural elements) Z O ❑ CI Mechanical Drawings w w ❑ ❑ Structural Drawings (detail of,sprinkler hangers, pipe, duct & vent penetrations in structure) 't V co — ❑ ❑ Architectural drawings . . ❑ ❑ Specifications (if separate document) ! = w U ❑ ❑ Structural Calculations • . «}. u' O ❑ ❑ Sprinkler structural calculations indicating load of water - filled sprinkler piping LLj ❑ ❑ Height Analysis} — ❑ ❑ Soils Report stamped by Washington State licensed Geotechnical Engineer ❑ ❑ Topographical and Boundary Survey ❑ ❑ Tree Coverage Analysis (Multifamily only ) ❑ ❑ Washington State Energy Code Data and Non - Residential Energy Code Compliance Form H -7 ❑ ❑ Completed Land Use Applications if not previously submitted (i.e. SEPA, BAR, Variance, Shoreline or Tree permit) ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Pub- lic Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". , 4' "mF 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 sub ittai 1 HEREBY CERT,rFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY TH AW • F THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. i' BUILDING O L ER OR AUT .• a -,' ,.:"_ . • itoo Signature: / } . . • � �` ' ,, Date: + �F ,• Print nam- one Fax if: Address: , P City, ta; /Zi•: • it / • I .. ♦ i . i:' NCPERMIT.DOC 1/29/97 Y :' fr'4`S — �, •�. w z I— UO INSPECTION RECC ) w w Retain a copy with permit DO ^ I _ H INSPECTION NO. PERMIT • W IL, B BUILDING DIVISION � � . • ' t '. ^ ! o CITY OF TUKWILA U U/'' ui 2 K. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (21 6)4 1- • 70 Q ~ Pr ' ct: p / , / `I =fit ` TYPe of Ins ection�: { n C 1� u� N '. Ad re Date Call H _ ' �4 6 7 e 6) d / Special Instructions: (� Date Wanted: Z (1 I— O �, ' 4/0 p.m.) W . �J,/ .. Ue` ono 6?ti Reque �__� . . Ye r - ; , i � o #6Z /9a- �'k' -ff o Phone No: i (11 Z VS ;53- _7 -6sgg ° 111 Il i Approved per applicable codes. Corrections required prior to approval. ; I" H u. 0 COMMENTS: lil Z Op . O I3 - c. 4 . • \` \ ` i 1 l \ ! . c ":i \ i t! 1!il:� Ys� <l i t('t'l i ' .yam " *`' �. '3f j'� Ins ee o Date: � 4 -6--."--.---- k ei•-•A-Psj'-c---" 42- /,--/ / a 3 $47.00 REINSPECTION F E REQUIRED. Pri3r to inspection, fee must be s k 4 ; , pad at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • i t No.: c!,..71 Rec P Date: , 4i.'Y''' ti` F f '. r +y.F -3,, ur r,Wn4th n ::..J' : v ✓t ,5_!.: `.,,_ia x!:'=c ► -��� - - - _ - -- - ' - , t .. . , .. z \, .1 LL. IC s 00 INSPECTION RECC _ co w Retain a copy with permit +2 -' INSPECTION NO. PERMIT NO. N u • CITY OF TUKWILA BUILDING DIVISION w ■ ,.r l` z L i. i W re 2 W 0 INSPECTION REC Do _! .5 -1 � . Retain a copy with permit co u INSPECTION NO. PERMIT NO. W 0 I { CITY OF TUKWILA BUILDING DIVISION ) 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ( Project: Type o Inspection; d R nycc( �PA� lcll��� J �}� �e al Addre : Date Called: = Z 1 ,- 1 1L10 ;2 L T. 3. 1. ' 1-0 Special Instructions: Date Wanted: Z I- 1 p .m.1 �� -�-y,, Requester: . : U p r h ere SCC.. 0 N I-- Phone No: � C3 a 0 eo - 1q5 - 7 x 2,5 _ W Lu ' Approved per applicable codes. n Corrections required prior to approval. LI p Lk . A C4'Nbi —LotA , t Q A 1'.,j'' z COMMENTS: U Cl) 0 ~ C9 „- 1 W 1 b , t "V �' /1 tZ,11 ?(tip T (.41 —h,P cc� } C o f rL ) tail tra- A. 0 LA I � 0,4 tkom -, i j-0.- 1 I q (03 -h) cv>r /r- r,A svwAA n(�s�a r -n Gtr, ,t 11� <� :/ 1 y 9 7 . ,. Y'i ,'1,.5 ! j F Nf r '� eC l' 4 Inspector: ` 0j ` l'it� ,(/ �,/ 'Date: 1 2 /r1 /O( ptAiN i . 0 x 47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be i paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 " ` �'` . . Receipt No. Date: 't " x� 'f p �� 1 , :.: .v .. >a:� +...,. .. ..� - .. ., __� _ .....:>> >_..: x S: si..; r.' i. t:, ai.usu.3,'fiiA;l:Si'rziv•: 5'r� `bc'endF:�1.fx�t /�.. �Ji�i:�:�iiu .. \ ' z \, H Z • 00 • 1C :2 ) .5 INSPECTION RECD '10°1-1.2 w w Retain a copy with permit w 1 INSPECTION NO. PERMI • 0 0 OF T UKWILA BUILDING DIVISION '' CITY j L 2 / 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 . g Q P ect: Type of Inspecti: co D . N o t O - 1 _ AN g ec.. ; c) r k) A- L = a W A ddress: Date Address: _ N 4 4 (0G- j R 1 Z- 'S -- Oa z 1 ; Special Instructions: Date Wanted: a.m. j W O 1 P.m. W 1' 2 Requester: r t P • �, '''..r... G ik 1 rt\ 1 k) , 0 to Phone No: O , , o = CI Approved per applicable codes. Corrections required prior to approval. I-- o COMMENTS: 0 Olc a ., . • � P \ - ecvvQ.;c�h .re-. �Ptr✓� o . I z C ie., A-1 s N.\ c- v-e0q - a .pc ‘k. bi.A.N j '. X- ci,r- c-- ,,,) ,.., I I n.-C i- er-1 ke-rf-c"i f.) A ( , ■ CO \,) -- CYO u P y I r '. r S "�,., !��". x %r :1, ti . • V a iav��a -1 i fil tia t , 1 • , , •ect r: Date:x 1 Ng $4 00 REINSPECTION . REQUIRED. Prior r• inspection, fee must be ;T. 4 ' pai. at 6300 Southcenter B vd., Suite 100. Cal to schedule reinspection. ;,: 11;; Re -(pt No.: Date: , : . ,.n , Gf kr - Ez t I 4�.. ti� L. ge.. ;.1. t } M +, 'J '- ' , f , ' M'r'1"4„ - -' . ' " '''' -- "---- . c . tr....r :T•I T f✓'i ii.i�: d4 ;'t+ > • r4 • Al - 4. 4''AA t 1::' • �. .. '. ,� I.n ^ ^ �'1 -- ^ r M1nl;t �:::L °:;�. { 6+! i .S .c a x.1y,i _ - . , — .. . - .,- . • • .... • , ., Z \_ , i i-- LIJ rL 2 6 m i ) -J 0 , l'i''' -..::,;',': : . . : , : . , 00 ., , • :' 0 Ca 1 / • ', ' ' ' 0 W . INSPECTION RECO '.. Retain a copy with permit '°' ' 105 I CO U_ .1 z;2 •• ; ' INSPECTION NO . :E1 T N. . c . 0 . 1.11 ,,.. CITY OF TUKWILA BUILDING DIVISION '' --.,,,.. - 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 '',. ' : 'ect: • 1-) r ',1 Type of Inspection: CO M ci -±" ' P oija i t)e an ..Spl'eC(o .T.r)-;- k_A__,-( il hex( rr I _ I AFIdrdss: •1 ,...„. ___:__ . _ Date CI4d:/ Z I— ii / . --T- . . e - vi/5 1- 0 , .:-..t. Z 1- .....:::::-.....: Special Instructions: '. Date Wapl: 410 , .,.. .. ul ui /U _ Requester /ie /) . n ca 0 u , / rPn 7 0 Phone No: : 0 I— — , <53- 0 ;- 3 - --- 1 .// uJ L u 2 0 . ',:•s ., Appioved per appticabie codes. 0 Corrections required prior to approval. .! Z CO ENTS: 0 _ 0 1-- z :-.........---, .. , - .. ... .. . .-. : : ..,, . . _ L - a -,,,,...,,,,..r.-4',1,, -,) . , r Inspecto' , . Date: :,,,,.......:,.... .0 J. _Ii A_ , R41:140:07i / - .kevA5:10i $47 00 REINSPECTIO , E REQU RED. Prior to inspection, fee must be :'n' L,. E R J • , , , ; • paid at 0300 Southcenter Blvd., Suite 100. Call to schedule reinspection. t rap ,. Receipt No.. Date: :''' *.f'1 :•: , 1 :* , • ,:,..... .,... , :: ,,.,..-..,_„,:',...: ,.. :. ., ,,.. : -: , - i- -' -Gr -,,,► - _ I . t 1 / 4 €t a , f t< . k Inspector: /1 Date:/, { , x ,, ,, $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ,ik paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. y ,i.r, Receipt No. Date: - �` it.,1,j SC�II ,.-...; ,,. .. V ) • 'n t Y 6 ,mot. - . .. • .... . .. ... - r - •: :.; m. to t ..u ..z..., �Yati^. . .`.r�:wt.,$i,wiS;id;X1Cl'.� i;4d. -.. xs.r ?,.,,4' Ji i c •. �: L :� ■ , z ‹.. \ l. , Ii W o O (0 W tu `,,- ` INSPECTION RECD 4' 1.?) -12.-5 N LL % r. Retain a copy with permit , PE 0 INSPECTION NO. RMI . W CITY OF TUKWILA BUILDING DIVISION a 0 I ; 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 u• `_ r;f; co d p,ect: Type -of Inspection: = w r tea n 13eC( 2 ► / #J " Z I � Ad ; re • Date Call d: 10 ; Sp ec ia l Instructions: Date : a,m,� w w .:,. W t � i ( I V Iv P.m. m ` <` . Request y u,111 Vie.. � S 1 ° co f � , Phone No i �_. I 01 � S w a °:.' Approved per he — Z 4,,.,. 1, pp p applicable able codes. 0 Corrections required prior to approv s r4 , .... xs ;' COMMENTS: w V N ~ O H 1 � i� 1� �11nn l t�.1 �o (a . P. oo S.t4c A ,4 PJ % •--- , ('r � p R . e k .. ( G I ►4 1 1)) r --- (� .P1� �1/E_ Z'`� f1 . s.. '1 ` i r : , . !: : c• w ' ,, i. wa,F W . ` a � �( S fss" I • : ct • • r: Date: ` t ;�� li �'r - s i F ,�, r k t 1: •.' .� 7.00 REINSPECTIO FEE REQUIRED. Pri r to inspection, fee must be - r ,., •aid at b300 Southcenter Blvd., Suite 100. all to schedule reinspection. ' ' x1 ' ,: Receipt No.: ' Date: hl y ' :: i ... ,., 1. f,l u AFL cn9 ♦...w', 7 � .} , 1 • it i' � . < � .. -� � �SS �: " ;4 " "y ..'0',',1::2'. "��'( . .. J � LFteYA. NJ M.+ .,,..r..4Llw'u1A�1t+Ur.."}.n. ✓e —. , • Z -4 _ ;` • Z W rt ' W U W INSPECTION RECD n 10 W Retain a copy with permit i l t i g a • 't J •.•i INSPECTION NO. PERA 04 0 u_ CITY OF TUKWILA BUILDING DIVISION P AT al uj ` 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 2 Pr Oct: Type of Inspe tion• / ' D c l 0 1 h Fs psi t h l 71 h %,7( yez..? 7J4 ba te II I W Special Instructions: Datec ) „J 6 t�� L �0) p.m. W I . Requ r: W - - rkhe.� � _ >0 . 0 Pho alloj - ' 0— ( W W . • :,Approved per applicable codes. 0 Corrections required prior to approval. I-- U u. . COMMENTS: W Z v _ N . , 1 I— 0 Z , . '' , .rt, * „., t , _ (I E +++. s r t I nspecto • Dat- ' ” . +1, ; , i El ,47.00 REINSPE ION ' E REQUIRED. Prior o inspection, fee must be 1� "` ; ; paid 6300 Southcente Blvd., Suite 100. Call to schedule reinspection. t "�i: ' 1 • Re . e Date: ( ij ) , E 2' ., .. .. ... ,} ., . {n .,, .. {�r. „ +.., ... .,,+' �r: ��+ e;' 3b�krt .':•i15*YFt:n,r...n.:.+.r.M:. u .d. :ak"� Ike .i42eir' aVi: v GC•. ^ ' .. 14+. 'V t tr�A '� ^, �:!: �i � 3''2tf. }.ui��le Vt.. ,.' , --- . --■ cr ... ‘. \ "'"."777" '''' v 1 ' *'. ' ' ' ' '' ' •.0<l'A f.'e -'4' t. • ) k ', • ' ". 1 . ' • i• •• ' . 7 ■• • i ,,, ' • F717 ., ; ,,- . ..""*. ...._-- ,‘,?..... .............. .7 i , , City of Tukwila Steven M. Mullet, Mayor I i Ol. rda-- : 0 • ' , til \ / a b : Fire Department Thomas P. Keefe, Fire Chief „ >ii'.. .. , z < . \,.. , i F- ce 2 TUKWILA FIRE DEPARTMENT 6 D ...1 0 FINAL APPROVAL FORM 0 0 u) 0 u) ID ILI x Permit No. I) 0,2 - 1 u j 0 1 5 (/) D i i t .2 Prof ect Name pnL.,,cf I z.) ea il I- 0 Z F- Address /L/6, 2 L i T r 8 Suite # UJ uj 2 0 , D 0 0 - , LIJ u j Retain current inspection- schedule E- u.. '- Needs shift inspection 1 ■ — 0 1 Z lij co 0 —I . o '- Approved without correction notice Z Approved with correction notice issued Sprinklers: Fire Alarm: ,.,,/ Hood & Duct: Halon: Monitor: 1.... Pre-Fire: Permits: / . f t / c,.." /2. /14 / Auehorized Signature Date FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 - /141,Vit ' - ' 1 4 2 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 1 _ IS.N2a ... ..,• .. . ,_.._, • ,. , ip ublic Health Seattle & King County HEALTHY PEOPLE. HEALTHY COMMUNITIES. } , Alonzo L. Plough, Ph.D., MPH, Director and Health Officer z May 6, 2002 iu re 2 David Smith � 0 AARC & Associates co 0 1402 Auburn Way north w w Auburn WA 98002 — -- O . RE: Royal Bean 2 14620 Pacific Highway South g 5 . Tukwila, WA 98168 u. = W { Dear Mr. Smith: Z H We have approved the plans for your food service establishment. a w , 2 D Your establishment has been assigned the following business identification number D o (SR #1035929). Please use this SR# in all future contact with us. H 0 w Before you open for business, you must complete the enclosed application for a permit and return I v with the correct fee of ($318.00) for a (6314) permit. If you open before you obtain your permit, u_ t- your permit fee will be double. w z U= Before you open you need to schedule a pre - operational inspection by the Health Department. � X Although your application for a food service establishment permit from Public Health Seattle and z King County will be approved during this inspection, you may need to obtain additional permits . or approvals from other agencies. It is the responsibility of the food service establishment • operator /owner to obtain all necessary permits and approvals. Operating the establishment without these required permits or approvals may subject you to legal action by the appropriate agencies. If you open without health inspection, you may be closed. Once your plumbing permit • has been finalized, contact me at (206) 205 -1903 to schedule the pre- operational inspection. Failed pre- operational inspections will require a $100.00 fee for a repeat inspection. Be sure all • other business inspections are done (plumbing, building, etc.) before you call for your Health • Department inspection. , Should you have any questions or need additional information, please give me a call. Sincerely I .,, :1 `: LL No CITY OF TUKWII A f _,N Mike Milbach, Plans Examiner ''' MAY 0 8 ?00? Iti.I.L.1 P ERMIT CENTER "``' '`4 : ' i Enclosure 1 *" ` ` ' ` ° T kt Fi A Alder Square Environmental Health Services 1 N? ' 1404 Central Avenue South Suite 101 • Kent WA 98032 „ ; ” ` x A City of Seattle King County - - + sr ,. . Gregory J. Nickels, Mayor Ron Sims, Executive Fk 1) T (2 06) 296 -4708 F (206) 296 -0163 • www.metrokc.gov /health � 9 y r ii .. '.� ..:.:s »..+,:.::_:., iw.:.._,:_ .v•.:.,..r.:. uc..: r,:zt.:i::..,i.«:,i: Ntmn!'.t+�Nin`.M+frT.vft ,- i.,Lcu:'n.i x.n».:.•. +. �,wv.:.ciLS..rt'v',.,.,,. .., ,,, ,,. < c: :.tn•.l..l:!+iM ?r;ik.a.6A "e:. jiFiii'fSF::Nri J+J'_�.3.K . t I - f . -,.4r • .t w .\ i .. \1 ROYAL BEAN ESPRESSO To: CITY OF TUKWILA '. FILE. Q Q r.- ..- ....- -_--_ From DAVID SMITH z CC: , 1 Z Date: 07/01/2002 fie 2 6 Re: ROYAL BEAN WALK UP ESPRESSO v v o U) CI CD CITY OF TU KWILA -J 1- BU ILDING DIVISION REVIEW �V co "' APPROVED WO COMMENTS DATED MAY 15, 2002 2 I NS ti3 I Li) Y2 I — W . 1. ENCLOSED IS A COPY OF THE KING COUNTY DEPARTMENT OF PUBLIC HEALTH. ° ‘„,;14. i ?�; ;. � - ^ Z � ' Li APPROVAL. IT IS NO POSSIBLE TO PROVIDE YOU WITH THE ORIGINAL BECAUSE WE WILL NEED Z 0 0 1LJ al DEPARTMENT INSPECTIONS. 2 _ . THIS ON SITE FOR THE HEATH O 0 H , W 2. THE WASHINGTON STATE VENTILATION AND INDOOR QUALITY CODE MAY I — U • I_ NOT APPLY WITH TYPE OF BUSINESS, IT IS REQUIRED THAT THE WINDOWS ARE O "; Lu U N '. KEPT OPEN A MAJORITY OF THE TIME DURING BUSINESS HOURS. THUS PROVIDING r. F . O ADEQUATE VENTILATION. Z i • 3. THE RAMP INDICATED ON THE PLANS WILL NOT APPLY TO THIS BUILDING SITE. ; 1 . THE ACCESS WALKWAY SHALL BE SLOPED AT 1:12 MAXIMUM AND WILL BE LEVEL . riECE VED ' WITH EXISTING LANDSCAPED AREA. ALLOWING EMPLOYEES TO ENTER THE BUILDING CITY OF TUKWILA • LEVEL WITH THE FINISHED FLOOR ELEVATION. AUG 19 2002 PERMIT CENTER - 4. THE INTERIOR OF THE ESPRESSO BUILDING WILL BE LINED WITH 518" GYPSUM FIRE TAPED , OVER 2X4 CONSTRUCTED WALLS WIT - 111 EXTERIOR SHEATHING PROVIDING A ONE HOUR '.;"'`,',' "'', :-.,,77.44-„,,.....?; tit.` , FIRE RATING. % CORRECTION TE�t,��' ' a . ; rr• J LTR #.- .....r. , i.,,, I . • P age 1 ll Doa. i s rt"4 z. . b ,rtr .r' ". . .ti.t % cW2I NrowV.Y.r'HrtWrra. err i , - i _ �•Gr- 0 \ • w X 444 5. IF ANY TYPE OF HEATING UNIT IS USED IT WOULD BE EITHER RADIANT HEAT OR ELECTRIC WALL FAN. SINCE THIS TYPE OF BUSINESS HAS IT, SERVICE WINDOWS OPEN A MAJORITY OF TIME ` DURING BUSINESS HOURS IT VIRTUALLY IMPOSSIBLE TO MAINTAIN ENERGY EFFICIENCY Z Z { IF YOU HAVE ANY FURTHER QUESTIONS REGARDING THE REVIEW COMMENTS PLEASE FELL J U FREE TO CONTACT MEAT U O 0 :. CO W • J =. (253) 709 -0598 o w g J . LL DAVID SMITH = a _ . ? � z0 LLI v o: co ,c) CITY CIF TUF,WiLA ) APPROVED O SE -Y 2 2 O • I . RECEIVED CITY OF TUKWILA • AUG 19 2002 PERMIT CENTER • f �•i.5. I :. ; • Page 2 .; .. .. .. ,. . . .. ,. .a :. �, . ,. ,. . r_, JO:..T.. . . MNM➢IFIIAWPlMHR ......, ._.. ...... .... .. . ,. .......... .. ..u.... •w w. �.. , -- \ ■ , . /- ' The design and related calculations for the attached floor system/foundation & wall LL z design have been prepared to conform to the Uniform Building Code, 1997 Edition for v c, seismic and general design requirements. F. 1 z .' Included is the foundation evaluation determined to be acceptable for this specific site. . The design of the foundation provides for positive connection to the ground and is considered a permanent foundation. i The use of any of the above designs or evaluations for sites or buildings other than those . specified above is not authorized for both copyright reasons and to prevent dangerous or , costly failures in the above systems if installed without formal engineering evaluation. . • Thank you. S Mac ` 4 /004,,,, o 'c: WAs Bruce S. MacVeigh, P.E. 46 - % ^ T ` • Civil Engineer SMTHCE�jIVED i CITY OF TUKWILA 18657 • ' 1 r : --� - MAY 8 . , 0 2002 PERMIT CENTER '��rl ' �h � :k� ,z k fir' EXPIRES: 4124/ O 3 € N "k f.n � illi 2410. k 25 ice 'i!j;,�' l .::. «o-. ib : v .:.s,..i,... >s..,.i. e...... _ ... _ ... .. - .. .. ......_........a ....w .......n•.. +nrn . , ".r'1!.- rA4!• /ituyt(.« y fi r •. .,. , ..i_. critical walls end wall check worst case shear wall required sheathing to be nailing pier brackets uplift calculations end walls ► . Z.a• } • FIGURE 16-1 I 1997 UNIFORM BUILDING COD, lY6 i • �s� / 'WV" fie" A- /Ve•Vc A. /.7 .57.51 y. . f C XC6i°y' SPdci qI_ A Mc J4 4 q 6' G 'a s 1 100 90 70 �r ,, n► r „r r . . r w , r 70 80 Z �. 10 ) 44 k % ! IV* -° ~w re c. 97- -.4 k \,. i - -- U O coo .5 ,iii , ,,,, J 4 " - \ , mi , ■ 1, . lit O I d o • i �� 1.._ , 1 �� �� ��� 110 A li :.i., " k r! y' —.,L_ 4 ,,\N„ k . %,-4 A f t .4 1 5.0_ a ` 110 . 1_0 , I 70 \��� �\, r W Ill y2 tr Ah / „,"'"'.,.....::"! =.....1 . • s 8,0 111 80 Nyil, 11111 1-0KAcylogilk 0 co . �►+ + , `` i N .._ _ .11.E \ 110 W w, _ I • filte 4� I ir 110 1- 0 • r• � ►� ! 80 100 , • ' TABLE 16-F i 1997 UNIFORM BUILDING l f TABLE 16•G ?/ /� ' �"'� TABLE 16 -F -WIND STAGNATION PRESSURE (q,) AT STANDARD HEIGHT OF 33 FEET (10 058 mm) 1 Basic wind speed (mph) 1.61 for km/h) 70 80 90 100 110 120 130 i 2_2S ,.,,,.,�. r, t rr... w.•...,.., y.,; x••-,.,..:..... �.«,.,w.v.n:�rH,Vfa9mINMpNSId. ff L'.L " ,a:. r - r- • -' -.r • .0 1997•UNIFORM BUILDING CODE . TABL /p //g • TABLE 16-H- PRESSURE COEFFICIENTS (C -' STRUCTURE OR PART THEREOF DESCRIPTION C FACTOR ' 1. Primary frames and systems Method 1 (Normal force method) Walls: Windward wall 0.8 inward Leeward wall 0.5 outward • ' Roofst: • Wind perpendicular to ridge : Windard Leeward roof or flat root 0.7 outward Z lesswthan roof 12 (16.7 %) 0.7 outward s\, I Z Slope 2:12 (16.7 %) to less than 9:12 (75 %) 0.9 outward or 0.3 inward , Slope 9:12 (75 %) to 12:12 (100 %) 0.4 inward CL oc Slope > 12:12 (100 %) 0.7 inward 5 Wind parallel to ridge and flat roofs 0.7 outward -J U - ►Method 2 (Projected area method) U . On vertical projected area CO 0 Structures 40 feet (12 192 mm) or less in height1ibrizontal any direction . Structures over 40 feet (12 192 mm)•in height 1.4 horizontal any direction J = 1 On horizontal projected area 0.7. upward I.- 2. Elements and components not in areas of Wall elements W 0 • discontinuity All structures 1.2 inward 2 Enclosed and unenclosed structures 1.2 outward Partially enclosed structures 1.6 outward g J Parapets walls 1.3 inward or outward U- Q Roof elements3 tQ Enclosed and unenclosed structures . I w Slope < 7:12 (58.3 %) 1.3 outward = 4 Slope 7:12 (58.3 %) to 12:12 (100 %) 1.3 outward or inward Z F- Partially enclosed structures Z 1 Slope <2:12 (16.7 %) 1.7 outward W W 3 Slope 2 :12 (16.7 %) to 7:12 (58.3 %) 1.6 outward or 0.8 inward Slope> 7:12 (58.3 %) to 12:12 (100 %) 1.7 outward or inward D p 3. Elements and components in areas of Wall corners 1.5 outward or 1.2 inward UO N discontinuities p 1- Roof eaves rakes or ridges without overhangs = W • f Slope < 2:12 (16.7 %) 2.3 upward I- U . • Slope 2:12 (16.7 %) to 7:12 (58.3 %) 2.6 outward U. F- Slope > 7:12 (58,3 %) to 12:12 (100 %) 1.6 outward -• Z 0 For slopes less than 2:12 (16.7 %) . Overhangs at roof eaves, rakes or ridges, and 0.5 added to values above W UN canopies = 1 4. Chimneys, tanks and solid towers " Square or rectangular 1.4 any direction Q 1 . Hexagonal or octagonal 1.1 any direction Z Round or elliptical 0.8 any direction 5. Open -frame towers Square and rectangular Diagonal 4.0 I Normal 3.6 • 1 1 Triangular • 3.2 1 6. Tower accessories (such as ladders, conduit, Cylindrical members . lights and elevators) 2 inches (51 mm) or less in diameter 1.0 ! Over 2 Inches (51 mm) in diameter 0.8 Flat or angular members 1.3 7. Signs, flagpoles, lightpoles, minor structures 1.4 any direction tFor one story or the top story of multistory partially enclosed structures, an additional value of 0.5 shall be added to the outward C The most critical combination shall be used for design. For definition of partially enclosed structures, see Section 1616. 2 C q values listed are for 10- square -foot (0.93 m tributary areas. For tributary areas of 100 square feet (9.29 m the value of G.3 may be subtracted from C except for areas at discontinuities with slopes less than 7 units vertical in 12 units horizontal (58.3% slope) where the value of 0.8 may be subtracted from C Interpolation may be used for tributary areas between 10 and 100 square feet (0.93 m and 9.29 m For tributary areas greater than 1,000 square feet (92.9 m use primary 1 frame values. ` 3 For slopes greater than 12 units vertical in 12 units horizontal (100% slope), use wall element values. ,[r :•. ., -., Local pressures shall apply over a distance from the discontinuity of 10 feet (3048 nun) or 0.1 times the least width of the structure, whichever is smaller. i' k ,. a S Discontinuities at wall corners or roof ridges are defined as discontinuous breaks in the surface where the included interior angle measures 170 degrees or less. ''``` ''�'Y �r 6 Load is to be applied on either side of discontinuity but not simultaneously on both sides. ; ;J 7 Wind pressures shall be applied to the total normal projected area of all elements on one face. The forces shall be assumed to act parallel to the wind direction. ; :. ' ` � 8 Factors for cylindrical elements are two thirds of those for flat or angular elements. Ihg i L J F i ' hr 1 24 , ~ ? 1 e '. r 2 -29 � ; R i m), r . , , ... .., . .. .. .. ?. i'.'L:a7w ^.du..N.�:A: r , ..., ,. ...�... .�. w...,......... .. ...+... .r :, r . .. ....................., n...,...r.r , .,......t- ,., -.o-, �•.w..a wwww�. , - - - t° !� . TAB LE. 16 -1 • 1997 UNIFORM BUILDING CODE . /04, TABLE 6-K _ TABLE 164-SEISMIC ZONE FACTOR Z ---4 ZONE 1 . 2A 28 3 4 Z 0.075 0.15 0.20 0.30 0.40 I - NOTE: The zone shall be determined from the seismic zone map in Figure 16-2. Z \. ~ Z ,. TABLE 16- J-SOIL PROFILE TYPES tll � AVERAGE SOIL PROPERTIES FOR TOP 100 FEET (30 480 mm) OF SOIL PROFILE QQ W 5 SOIL PROFILE SOIL. PROFILE NAME/GENERIC Shut Wave V•�(�y, Vs Standard PsnstraUon Tut, 19 (or Rpa�i for Undralnad Shur Strength, ru psi U Q TYPE DESCRIPTION tat/acona mt /n cohaslonlass soU layers) (blows/toot) (kPa) to .• SA Hard Rock (1 ) N LU - - J 1 So Rock 2,500 to 5,000 (760 to 1,500) • N 0 W 0 Sc Very Dense Soil and Soft Rock 1,200 to 2,500 > 50 > 2,000 2 (360 to 760) (100) QQ • OC SD Stiff Soil Profile 600 to 1,200 15 to 50 1,000 to 2,000 (180 to 360) (50 to 100) N . 5E3 Soft Soil Profile < 600 • < 15 < 1,000 Z d (180) (50) I- _ SF Soil Requiring Site - specific Evaluation. See Section 1629.3.1. ? I 'Soil Profile'Iype SE also includes any soil profile with more than 10 feet (3048 mm) of soft clay defined as a soil with a plasticity index, P1 > 20, w,,, Z 40 percent Z OF • and s„ < 5 00 psf (24 kPa). The Plasticity Index, PI, and the moisture content, w 111C , shall be determined in accordance with approved national standards. ... 11( W U c3 0 to CI H ' TABLE 16•K- OCCUPANCY CATEGORY = W ~ - 1 SEISMIC SEISMIC WIND F V IMPORTANCE IMPORTANCE' IMPORTANCE I , ICCUPANCY CATEGORY OCCUPANCY OR FUNCTIONS OF STRUCTURE FACTOR, I FACTOR, I FACTOR, L. 0 1. Essential • Group I, Division 1 Occupancies having surgery and emergency treatment 1.25 1.50 1.15 Z facilities areas U N Fire and police stations • H S .' Garages and shelters for emergency vehicles and emergency aircraft 0 I' Structures and shelters in emergency- preparedness centers Z Aviation control towers Structures and equipment in government communication centers and other facilities required for emergency response . • Standby power - generating equipment for Category 1 facilities l Tanks or other structures containing housing or supporting water or other fue- suppression material or equipment required for the protection of Category 1, 2 or 3 structures 2. Hazardous Group H, Divisions 1, 2, 6 and 7 Occupancies and structures therein housing or 1.25 1.50 1.15 facilities supporting toxic or explosive chemicals or substances Nonbuilding structures housing, supporting or containing quantities of toxic or explosive substances that, if contained within a building, would cause that building to be classified as a Group H, Division 1, 2 or 7 Occupancy 3. Special Group A, Divisions 1, 2 and 2.1 Occupancies 1.00 1.00 1.00 occupancy Buildings housing Group E, Divisions 1 and 3 Occupancies with a capacity structures greater than 300 students , Buildings housing Group B Occupancies used for college or adult education 4„• Y with a capacity greater than 500 students Group I, Divisions 1 and 2 Occupancies with 50 or more resident incapacitated ` , {, ;sY r Y patients, but not included in Category 1 Group I, Division 3 Occupancies 'z' ' ' . . ; g� ., All structures with an occupancy greater than 5,000 persons a . k ` Structures and equipment in power- generating stations, and other public utility ' 4.$ facilities not included In Category 1 or Category 2 above, and required for ry. 'sii continued operation ,• n?5:1 4. Standard Al structures housing occupancies or having functions not listed in Category 1.00 1.00 1.00 ' " . ' ' occupancy 1, 2 or 3 and Group U Occupancy towers . 7 , . 7 t , ' structure ."'",11 �n J ,. - Miscellaneous Group U Occupancies except for towers 1.00 1.00 1.00 4 structures The limitation of I for panel connections in Section 1633.2.4 shall be 1.0 for the entire connector. ; TA ,�• 2 Structural observation requirements are given in Section 1702. ter' } 3 For anchorage of machinery and equipment required for life - safety systems, the value of Ip shall be taken as 1.5. si 2-30 f' aeJ+u;fwNatn+.MSaraw.n g6 E Sw4i M '�;+@b',a ', t{ :'I h "r94fYikK•:aeyeruaiast. .typ'twrat ".- .,n....,. . ... ., ....,.. ...,�....,,.., ,.,..�mu,iau::�. ...rr. -..�, �"�urii� . ■ , . TABLE 23.11 -1.1 1997 UNIFORM BUILDING CODE TABLE 23. 11.1.2 , TABLE 23-11-1-1—ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES IN POUNDS PER FOOT FOR WOOD STRUCTURAL PANEL ,„ SHEAR WALLS WITH FRAMING OF DOUGLAS FIR -LARCH OR SOUTHERN PINE ,2,3 PANELS APPLIED DIRECTLY TO FRAMING PANELS 1mm) OVER SHEATHING MINIMUM MINIMUM NAIL • Nall Spacing al Panel Edges (In.) Nail Spacing at Panel Edges (In.) . NOMINAL PANEL PENETRATION Nall Size x 25.4 for mm Nall SIP x 25.4 for mm THICKNESS IN FRAMING (Cn 4 (Common . (Inches) (Inches) ' 6 ( 3 I 2 or 6 � 4 3 2 � Z Box)* PANEL GRADE x 25.4 for mm B) Galv * d x 0.0146 for Wmm Box) x 0.0146 for N/mm < s /16 1 6d 200 .300 390 510 8d 200 300 390 510 _ ~ Structural 1 3 /6 230+ 360 460 610 W 7 /16 1 /2 8d 255 395 505 t 670 10d • 280 430 550 730 Q� 15/ 280 430 550 730 10 15/32 1 10d 340 510 665 870 — — — — — U O cn 5 /16 1 6d 180 270 350 450 8d 180 270 350 450 CO W C -D, C -C 3/8 200 300 390 510 200 300 390 510 J 1 Sheathing, plywood 3 /g 220 320 410 5304 Q u_ • panel siding and 7 /16 1 8d 240 350 450 585 10d • 260 380 490 640 llJ O other grades covered 2 in UBC Standard 13 /32 260 380 490 640 q J 23 -2 or 23 -3 15/ 1 10d 310 460 600 770 — — — -- — u Q 14/ 340 510 665 870 W Nall Size Nall Size ' I lIJ (Galvanised (Galvanized I-- I Casing) Casing) Z I siding o ia grades 5 /16 _ I 6d 140 21� 275 360 8d 140 210 275 360 Z O covered in UBC Standard 3/8 1 8d . 160 240 310 '410 10d 160 240 310 410 U1 1 A11 panel edges backed with 2 -inch (51 mm) nominal or wider framing. Panels installed either horizontally or vertically. Space nails at 6 inches (152 mm) on center D 0 along intermediate framing members for /8 -inch (9.5 mm) and 7 /16 -inch (11 mm) panels installed on studs spaced 24 inches (610 mm) on center and 12 inches UO to (305 mm) on center for other conditions and panel thicknesses. These values are for short-time loads due to wind or earthquake and must be reduced 25 percent 0 H for normal loading. . Allowable shear values for nails in framing members of other species set forth in Division III, Part III, shall be calculated for all other grades by multiplying W W . f shear capacities for nails in Structural I by the following factors; 0.82 for species with specific gravity greater than or equal to 0.42 but less than 0.49, and = 0 ;5 for species with a specific gravity less than 0.42. I— - ,.•acre panels are applied on both faces of a wall and nail spacing is less than 6 Inches (152 mm) on center on either side, panel joints shall be offset to fall on different L- O framing members or framing shall be 3 -inch (76 mm) nominal or thicker and nails on each side shall be staggered. Z 3 In Seismic Zones 3 and 4, where allowable shear values exceed 350 pounds per foot (5.11 N /mm), foundation sill plates and all framing members receiving edge LU to nailing from abutting panels shall not be less than a single 3 -Inch (76 mm) nominal member and foundation sill plates shall not be less than a single 3 -inch (76 0 — mm) nominal member. In shear walls where total wall design shear does not exceed 600 pounds per foot (8.76 N /mm), a single 2 -inch (51 mm) nominal sill plate I-: F = -. may be used, provided'anchor bolts are designed for a load capacity of 50 percent or less of the allowable capacity and bolts have a minimum of 2- inch -by -2 -inch- 0 by- (51 nun by 51 mm by 5 mm) thick plate washers. Plywood joint and sill plate nailing shall be staggered in all cases. Z 4 The values for /8 -inch (9.5 mm) and 7 /16 -inch (11 mm) is anels applied direct to framing may be increased to values shown for 15 /32 -inch (12 mm) panels, provided studs are spaced a maximum of 16 inches (406 mm) on center or panels are applied with long dimension across studs. 5 Galvanized nails shall be hot - dipped or tumbled. i 4 TABLE 23- 11.1.2— ALLOWABLE SHEAR IN POUNDS PER FOOT FOR PARTICLEBOARD SHEAR WALLS WITH FRAMING OF DOUGLAS FIR -LARCH OR SOUTHERN PINEt PANELS APPUEO DIRECT TO FRAMING Nall ac Spacing at Panel Edges (Inches) MINIMUM NOMINAL PANEL MINIMUM NAIL PENETRATION x 25.4 for mm THICKNESS (Inches) IN FRAMING (Inches) Nall sizes (Common a • 6 I 4 3 I 2 PANEL GRADE x 25.4 for mm Galvanized Box) X 0.0146 for N/mm 34 1 6d 120 180 230 300 3 /8 1 130 190 240 _ 315 M - S 4 and M -2 /t 2 1 / 8d 140 210 270 350 Y 1 /2 185 275 360 460 M --3 1 /a 1 Od _ t -i : t c - c !g 200 305 395 520 , ,f } p v lAll panel edges backed with 2 -inch (51 mm) nominal or wider framing. Space nails at 6 inches (152 mm) on center along intermediate framing members for 3 /8 -inch , (9.5 mm) panel installed with the long dimension parallel to studs spaced 24 inches (610 mm) on center and 12 inches (305 mm) on center for other conditions , r " eft; ?;�Y' and panel thicknesses. These values are for short-time loads due to wind or earthquake and must be reduced 25 percent for normal loading. ,' '. :< Allowable shear values for nails in framing members of other species set forth in Division W, Part III, shall be calculated for all grades by multiplying the values ,-- s for common and galvanized box nails by the following factors: Group III, 0.82 and Group IV, 0.65. 1 �yMr is 2 Where particleboard is applied on both faces of a wall and nail spacing is less than 6 inches (152 mm) on center on either side, panel joints shall be offset to fall q (1, f it. different framing members, or framing shall be 3 -inch (76 mm) nominal or thicker and nails on each side shall be staggered. 1411 ` " ve 'smic Zones 3 and 4, where allowable shear values exceed 350 pounds per foot (5.11 N/mm), foundation sill plates and all framing members receiving edge 'i l`<i,'.A " +*. , , .ing from abutting panels shall not be less than a single 3 -inch (76 mm) nominal member and foundation sill plates shall not be less than a single 3 -inch (76 j r ' - I p e t • ' _ . , , : mm) nominal member. In shear walls where total wall design shear does not exceed 600 pounds per foot (8.76 N/mm), a single 2 -inch (51 mm) nominal sill plate 1- , 7 1 . 1 , - 1 : 31; be used, provided anchor bolts are designed for a load capacity of 50 percent or less of the allowable capacity and bolts have a minimum of 2- inch -by -2 -inch- CO by- (51 mm by 51 mm by 5 mm) thick plate washers. Plywood joint and sill plats nailing shall be staggered in all cases. ? 4 Products shall be manufactured with exterior glue and shall be identified with the words `Exterior Glue" following the product grade designation. " . , `,r _` 5 Framin> at adjoining panel edges shall be 3 -inch (76 mm) nominal or wider and nails shall be staggered where 10d nails having penetration into framing of more .. ""` v ` ,41 than 1 /8 inches (41 mm) are spaced 3 inches (76 mm) or less on center. . : ,: 2 -288 '." :` . . `. • .•••,, ....,t,, / 344 • SiMPSON RPS /ST /FHA /PS /HST /LSTA/MST /MSTA /MSTC /MSTI Strop :Tie STRAP TIES '_• See tables on page 55. Intersections, and as ridge ties. LSTA and MSTA straps are engineered for use on 11/2' NEWI The MSTC series, with 3 different strap sizes, members. The 3' center-to-center nail spacing reduces the possibility of splitting. For 3 has countersunk nail slots for a lower nailing profile. the MST, this may be a problem on lumber narrower than 31/2'; either fill every nail NE Coined edges ensure safer handling. hole with 10dx11 nails or fill every other nail hole with 16d commons. Reduce the The RPS meets UBC and City of Los Angeles code allowable load based on the size and quantity of fasteners used. requirements for notching plates where plumbing, heating FINISH: HST — Simpson gray paint; PS —HOG; all others — galvanized. Some products or other pipes are placed in partitions. are available in stainless steel or Z -MAX; see Corrosion- Resistance, page 6. Z Over-notching problems? Piling Straps connect wood INSTALLATION: Use all specified fasteners. See General Notes. pilings to floor girders In elevated structures. Hot - dipped OPTIONS: Special sizes can be made to order. See also HCST. �° ' Z Qalvanized for greater corrosion resistance. CODES: BOCA, ICBO, SBCCI NER -413, NER -443, except MST72, MSTI72; Dade cL 2 Install Strap Ties where plates or soles are cut, at wall County,•FL 93- 0828.7. City of L.A. RR 25119 and RR 25149. 6 D _,J o UO `` I .41 .. • I I I t • JF-- N 0 o 6 WO • - . ° ° V __11 i . < •o ' 111 .. r • ' • • • TY _ - 1 111 E � ' d • . _ .i...... .. 11111 - . 111111 �- III LLI , . Pe..' .. 1111111 � -- 1~ • • .,• _J Wr-- F . i r ii7.4.f l _ 1 ' L — ST2115 0 N •'' 111111 � • CD • 1 • 6'° -= I 3', 11111 w • :: `°� n ! i 1111 - • • _ o"" I 1� 111 ST9, ST12, W O co ' . • '�' _ 11 ST18, ST22 Z .i.; �• ° L • ° , : ti. • '['.. .0. 1 •0 T •. Z ' Model plate Notch FHA No, width ST LSTA and MSTA U.S. Paten U.S. Patent RPS18 2:4 s 5)2' 8 .s. (pilot holes 4,367,973 not shown) RPS22 2 s 5 }z \ I' •` RPS28 2x4 5 12" r4 •1) ,' 9 0 •• °• "� oO . ,, ., ,'. rr' ti .i.. !`',' O:' Ot. .O o i = :y' . g I o I o .' c. 0�4 19:c";o ul :,11C o;, Yo , of g ;■ • ' 1 . 6IS.RPS18 I. r 1 -;• , � 0 r O` _ • °' ° 1 R SI8 I 0 . • `' •'' RPS22 tT, 1 RPS28 (INCOMPLETE NAIL PATTERN SHOWN) - z RPS E i r y i • • Y``A' �� % .... %qi .. .!: 1:••.x ' ',SM.Q�,�,` i } , 0 r " ; i - -; °_ s -s. 34-. MSTC28 - ` R r • : ' . ° . 0 E v . , ai,,, O, a i 14 L ... . , I ( O r. ' tip � O q .i , Ay ` 1A r a •''''. } ��t a A •.•I1,, y ..,.• { : j.U'Sr�k' fry 1 l__ I 1 ? i. ' ,Jly 215W1HST2 and HST5 HST2 HST . ..);) P8218 and P6415 2W 114 `� ' 1 "'`^ Y. 114 3' HST3 and HSTB HST3 HST6 MSTI MST LSTI P8720 3W 1W #' T •• PS HST , r;P 54 xt.Y y, L, nu: ��«_,,.; awc ::.,a:..c,,..,i..rve.:,:::,L.: is���:: a.or.•�':2.:.:.r,dw�.'..,.:' «. h•:ttsae+.urr..r, agar' r�nxuasrr.. .,•...r•.,r,a••.,.•.�.,..„ .... .......... .. .....+........w,... ...• _......- ....... .y. ._.. ._.:... ...,.. .,.. ....- .,. - ,.. '4JI'rt17��Ti�ItM�i4 �n , . • e I • • . . ,� 1 /jc Dimenslons Fasteners (Total)'.:.' . : ,, • ' ' : Allowable Loads' • : ., Model .,Bolts; .:.: Nills..7" • • Bolts'. No. 0a W L • Hills' ; :Q•,., 'O alsl .. oor t •r. '-..'4,,;. ' : Floor ) C ' • - ■ 1 x(133) (18 0 ) ':.1 0 0 (133)' (160) � ,r Sa ,. i ( RP 1x 189f, 1 2 -16d 810 1080 1295 — — — si �\ RPS22 16 1x 229f, 18-10d • 905 1205 1445 — — — �V = ' : • RPS28 1x 285(, 12 -18d 810 1080 1295 — — — � ' � V~ • LSTA9 1 9 - . • 8.10d•. •u '605 :.725. • � — . , , ' .. 1� • LSTAl2 EMI 12 .. 10.10d'.!y IOW : 485% 141905. 7.4 - ;' , - ,, : :' . — — ' ` ' y '`''' . LSTA15 15 '12.10 1. '+ =-''. EN :880) .4061.1. i10115', •5�= /!• 't' • _ - L LSTA18 �� 18 • ..'1410fi :K ;.. -' `',[�' � u1285' a .:. „ . -. � ' Q ,, , . Typical Floor- _ • • LSTA21 1y, 16.10d .•: r905' ?.1205'= +1295' ' ,'.-- t ?� �' — •• —� ' to -Floor Tie \, H Z 20 LSTA24 1y • ' 18- 10d' "1t• ;- :Ir:1015' =12951 k'.∎' -= ":— : — k•tt W ST292 2, • •'12 -16d ` : "'', 790r' 41055' {,1 `� :'', — •. r i showing en t aa ST2122 r -� W �!fl �t� • •.18 -16d :+ — _ p ®�': 070:' x1425% (1605 �: = > , . •.. '• Clear Span J U ' ST2115 3; 169f. 10-16d i'i 1606k• .:600/''1' -'ei ,': — +` U 0 ST2215 2X, 169f.= r; •...20.16d1 :x1270': •1695' •`•• -= — U) W LSTA30 1y 30 22 -10d 1255 1670 1715 — — — LSTA36 lx 38 26-10d 1480 1715 1715 .,�• J H LSTI49 3% 49 32- 10dx1x 1455 1940 2330 z 1 CO LL LSTI73 33. 73 48- 10dx1x 2185 2910 3495 — — - W 0 MSTA9 iy, 9 8•10d 455 610 730 / 1- K MSTAl2 1y 12 10-10d 570 760 910 — — — -- —• .!: y.. f,• t MSTA15 1X 15 12•1Od' 685 910 1095 — � ,.� *1„ /, • LL. j MSTA18 1y, 18 14-10d 800 1065 1275 — — — �;;'';c:.; • ' Typical RPS u) d • MSTA21 1y 21 16-10d ' 910 1215 1460 — — — `',i;,�, Installation = W MSTA24 1y, 24 18.10d • 1025 1370 1640 — � " _ Z I MSTA30 1y, 30 . 22- 10d ;.; 41265'• :1685° '2025 — — : %0 I 1� 1' . • , •Y'r'1Jj: 1 — • %\ ' T= 6 1X 36.' ` 26= 10d:•t,: ' 1995 :2135. , =- \ Z O 4A =` , 2X. 16•X. : •..2o- 16d:a;: eh ;'7:/ ;1775 12130: `•% -'. •;t-- — • d , 2, 2 : ..'28 -16d <• • . • 8• t 0'. :'2630' i!=gip ';' — ' — • / 2 D j� 1y •9' . .8= 16 r. • .' X705:: •.c850': i:.= =4' . �. _. * D 0 ST12 16 1y, 119; 10.16d= :x'665' t "885'. .1065 'y —: >'' -- — U CO .. ST18 1y, 17y, 14- 16d.': = 900 • •,1200' :'1200 '. r — f t j 0 1- - ST22 1y 21% .18 -16d '. .1025` : ' 1 370 •:' -- • • ' — . , , s •.;; i 1 , ' t 1 W % . .. —' ' • • --= — II ' = W , MSTC28 3 : 28X 36.16d sinkers • 2070 2760 '3310: < . • �I� a I , I-.. ''1 MSTC40 3 40x 54-16d sinkers :2990: ;3985' 4740' •. :'^ ,° •,'— • — • ' 1 )1)I,: ,q. PS720 W I" � •� . MSTC52 3 52X 70-16d sinkers %3555' .4740" :4740 "r: '-= • "'••:— . • — ' , ". • .4 rt. 1 ' .1 j Typical U Installation — 0 ST6236 14 2X, 33g(, 40-16d 2575 3430 3430 — — — '':�': .• •! FHA6 ,1;(, 8% ..8-16d..•. .v;'..550* ::735. - " .. 885: ' <; .. — ~ f � U = FHA9 1;(, .9 8-16d ':': 550` : °c "885: — — O I— FHAl2 1%, . 1 - • 8-16d .r 550'. :735: % 885`' -= — — Floor -to -Floor Clear Span Table Z • FHA18 1%, 17% . • • , 8- 16d '%S'550 ,4 735 0 in88• }':_ . ... — :, = , S ; FHA24 1;%, 23% '8 .16d •., 550' t•735 "• :..885" ::``• . ..- - • — I FHA30 1; 30 • 8- 16d'' °' 1!).550': W35 "s885'. 3' - 'i‘• r-- — Model Clear Fasteners Allowable Load `.. No. Span (Total) . (133) (160) .• . 1 '• • MSTI26 2X. 26 28- 1Odx1}4 „: =� .h1130 i1510; ' ']810 : , ' ":. — — ' n'� • *4v� 18 12 -16d sinker 920 1105 :.� 12 z MSTI36 2%, 36 ..:36- 10dx1k.: ; �,• w t2090f. e2505 ' ' — MSTC28 16 16.16d sinker 1225 1470 a MSTI48 2 X, 48 '' '48- 10dx'1 jar' ` "•.L 4` = ?2135`:'2850. 43420.: v'!•' =t • ` -- MSTC40 18 28 -16d sinker 2145 2575 =' 1 • • MSTI60 2 X. 60 ' 60- 10dx1% -) , F i ` ::'3680 ,`4415: >'.' =:!1' '' --•. — 16. 36 -16d sinker 2455 2945 ' • Lt z MSTI72 2 X.: 72 •' ' 72- 1Udx1Kw:; ;'''� 43316::4415; " =.4725 ; -'i' • — MSTC52 18 44 -16d sinker 3375 4050 CO • MST27 2 X t , , y 2070 , 278 16 48.16d sinker 3680 4415 ;fit; s' , 27 "`30.16d :'4 ' , 0 2790 :x1 295 ` . '•1725: 2070 1. M . z MST37 •2X, 37X 42.16d ^,' • • :8r. i..) c: i.'2860'� :3815: 1'3815; %1825' ''.2435 •2920 ' MST37 18 20.16d 1905 2285 • K MST48 2X, • 48 :46 -16d: .8. =.�: ; :3345' '4460: •4460•:2225 •2970 3560 16 22.16d 2100 2515 2 18 32-16d 3135 3765 • • h 4 MST60 2X, 60. 56-16d 10 x 4350 5800 5800 2870 3565 4275 MST48 0 MST72 10 2X, 72 56-18d . 10 4350 5800 5800 2670 3565 4275 16 34.16d 3330 4000 ., 18 • • 46 -16d 4785 5740 ✓ PS218' 2 '18 "•': Mli: )4 r, _3 . `, '. .� ,,.:,_,.; , v ; 4....0:1 ; .i}; ' -•• • • • — MST60 16 48-16d 4990 5800 .g. PS418' 18 — :.fi:2 ?'4ti •% t`. -; ?,', I. >; ;if . ;. t!»:'::. . — . • — :{ "` ::..,._ • 1 v PS720' 7 20 — .. . . `:: :8`: -. 1.,`= - 11 — \ ' it ':= . ;• , .. 18 56.16d 5800 5800 k i6 56.16d 5800 5800 �� HST2 `:':`4c' '18 x:3130:; :4175 5005` ,I0. 18 14- 10dx1X, _ 810 975, 0 HST5 5 21X. • —.. '12'. • :9(,l, . ° • :.'• `_:' - ' - "6 "':.6385'•' '8510 10210 MSTI36 ` ':"s. 16 16- 10dxix, 930 1115 ,_ ' , S HST3 3 25,1 — 6 3; — — — 4645 6195 7435 • "w z r; �..� ± r „ 3 HST6 6 25x — 12 % — — — 9350 12465 14955 MSTI48 16 28- 10dx1x 1660 1990 ' s yuu: c , 1. Loads have been Increased 33% and 60% for earthquake 4.16d sinkers (9 gauge x 3Y.7 18 38.10dx1x 2330 2800 Y not be increased for other load durations. ( MSTC M „ ,.,. or tOd commons may MSTI60 1 8 40.10dx1y 2455 2945 +U'' F -. it' or wind loading with no further Increase allowed. Floor substituted where 16d commons are specified at 0,84 k� F, � . loads may • of the table loads alt models except 18 50 -10dx1 Y, 3065 3680 `" >`r ) . MSTI72 , ��; � it�nz.e,4.�. 2.10dx1 Ye' nails maybe substituted where 16d sinkers 5.Allowable bolt loads are based on parallel-to-grain 16 52.10dx1 y, 3190 3830 are specified at 0.80 (MSTC28, MSTC40, MSTC52) of loading and these minimum member thicknesses: t _< "4,-,:‘,...,,, , ; •• 1 �t� 1 the table loads. MST -2K, HST2 and HST5-4; HST3 and HST6 -4 h'. I` ,• 3.10d commons may be substituted where 16d sinkers • 6.PS strap design loads must be determined for each installation. ' -! " n ' '- �', ; • are specified at 100% of table loads all MSTC models), Bolts are Installed both perpendicular and parallel•to- grain. _ , ' a'M ' 'x • • ..,lx1r;; ' ,: 55 x �: Y"i Y + #rfi i 1'.x�."i1 r. Y�Y,' N: H.,"R.Tf'.l.'!5w4'k'••�5�••••W :.rt•.x. J. .. .. .. ... .., r.... .........- ..........._w.uw..... . .. ......... .......:: .. ..,.. ..i. ,-,•- , - _ - -- - .., . j� /J//.4 ■ , , SIMPSON '— 4 V pB BAST r3tro ., /. i ' `, • Rip?, „ . I post base for Viga posts. The PBV6 fits a 6' or & 8' diameter viga posts, and the PBV10 fits a 10' or 12' diameter post. NEWT Simpson's hidden standoff P —, Typical PBV6 � • ' MATERIAL 14 gauge FINISH: Galvanized or painted; check with factory. Installation ' . • INSTALLATION: • Footing installation: Drill a W hole 8' deep minimum into the center �' 1 i of the viga post. Halt fill the hole with SET epoxy. Insert the all- thread rod, and IJ allow epoxy to set. Slip the PBV over the rod and secure to the post. • Drill a 3 hole 5' deep minimum Into the center of the footing. Half -fill the hole ;'' ;. 1 ht `: with SET epoxy. Insert the all- thread rod Into the hole. Z I / ' :: _ ii : .) . • 4' minimum slab Installation: Drill hole into viga post as noted above. Align post . = I - f .r•. !' i s surface with edge of sla Mark center of post on slab. Drill a �/; hole 3 deep W • II / , :;;; ':.y ; , Into slab. Half fill the hole with SET epoxy. Insert the all - thread rod into hole. CC 1 I, • � •:; • • Not recommended for non - top =supported installation such as fences. 6 = 0 PBV ., ° • • • , • ../ � . 1.Upllft loads are Increased 33% and : • Fasteners Allowable Loads 0 0 .o. S °,• 60% for earthquake or wind loading; Upilll M odel '. • . , Avg w 0 Patent ' no further Increase allowed. Reduce ''' ' •.'post Anchor AA' Uplift Down w = Pending by 33% and 60% for normal loading. " ~• • ' I — 2. Download may not be increased for PBV6 4 - SDSyX3 %' 10,500 2985 9250 I.',.. = ��'`1e - short-term loading. PBV10 4- SDSyX3 %' 1 0,500 2 985 ,15865 W O 3.Download based on 700 psi wood )! : • J o . bearing for Ponderosa Pine. . 4.For 4' slab, the allowable uplift load is 1580 lbs. 2 U' r jr W .'. NUT AND - . a : LEV AT ED WASHER FOR 11 � • EPB44T POST BASES d co oily ee ADJUst eturt _ = LV \� +4�t _ NOUPUFT = I— _ { ` 1 \ii Z N t '. � < ,. - - • • • t s 4x posts and beams. Adjustable up and down. I" Q' • : . • 'i� HOLE ' .� 'S MATERIAL 12 gauge base, threaded rod supp We X 5 (shipped assembl LLED 0 - " INT POST ., % .t FINISH: Base —G60 galvan threaded rod —zinc plate - . LU W t VP FOR ' � INSTALLATION: • Secured with epoxy: Drill a q': hole 2W deep min. into the ? D • • , ' ADJUSTABItm • / • - concrete. Half fill the hole with epoxy Insert the EPB44T and adjust to 0 • � ' - • the desired height. To,adjust after the•epoxy cures; drill a•hole in the U N 4 ` ' ^, center of the post and•turn the post base up or down to the desired height. p 1- 2* fix. t.POxv OR • Supported by a nut: Drill a 3 hole 2W deep min. into concrete. Install a Ill W • • •,. ; Typical EPB44T 6 /s -11 NC nut and cut washer on the threaded rod. (Nut and washer not I 0 a tr • : PUCE FOR Installed with nut supplied). Insert EPB44T into the hole and adjust to the desired height. I- P. uPUFT and washer • Embedded ijt wet concrete: Embed s /e' rod minimum 4' embedment. \ U - ' O ° 4.- a , (not supplied) . • Minimum sidecover Is 3' from the center of the threaded rod. j) LL! Z • •: ' . :. • ,...,.a. U.S. Patent 5,666,774 • Fully engage at least three threads In the base. 0 CO • Not recommended•for non -top- supported installations such as fences. H = Typical EPB44Tlnstalled 0 F. �wlth Epoxy 1.Loads may not be Increased r � rN �W � i i ^„ for short term loading. Allowable Loads e •, * - :. 1 2.Upiift & lateral loads require Model Uplift — ti:: ; .. .'4..,.. ,..; : . the threaded rod to be set In • Nails .Avg Uplift Lateral ? No. •Down ' Typical Fs ., ; ,:''; i wet concrete or attached to Ull 133) (160) (133 / 160) EPB44A , . cured concrete with epoxy. EPB44T 6 3703 1 301140 410 3275 Installation ' 3.Specifier to design concrete I a :� ; _.,:.; . for shear capacity. - Alltrat k 1 z !! 1 ELEVATED • EP LB POST BASES W EPB44A -14 ga.; others -12 ga. base plate, l °�-' ' ' ° Q T he EPB44A Is a sin la lece, non-welded el evated os base. For decks, porch- • �j r• ,;;.,. i.y :o t • es:wherever moisture, sanitary, or other conditions require elevated wood posts. y • . . • ..•., S : 1 4 7 .• . MATERIAL ' /,s OD x 8' pipe y • • .• . • H • - ,;;o FINISH: EPB44A — Galvanized; alt others — Simpson gray paint m • + '� •. ;�: ' INSTALLATION: • Use all specified fasteners. See General Notes. Pb.-- I 3- •A 1 to 2W clearance above concrete, 2 for EPB44A. Insert EPB info 4,= , concrete after screeding. -6 r - • Not recommended for non - top - supported installations such as fences. o I , :, r e ` ^- ; ' OPTIONS: 12' pipe available for EPB44, 46, 66; specify " -12" after model number. $�} ' �' C ` ODES: BOCA ICBO SBCCI NER -393; Dade Coun FL 93- 1016.1; Cit of L.A. Y ti,t.,' fli 6' ''• ' - . t RR 24818'(EPB). ry y a i 1 y�' fit+ -' I v'' � � .. , L� - 4� •') P' •., ` %r 't a{ , -,i ,�:.,. ,, Allowable Loads " 1 �' UpIlit '` Mt :Mo ��cC+tiyy: }� ` L tefi 7 H ` %, ?' A yg • • (133 an ( 160 1 p wn „ ta ' p = , 8• .. � �� �c�: f .: r t • : . Uplift F s F : (100) 7.'1'3'1 gi ng' :• -16 • 3 600 1 100 815 c , ' ..f..-- --- 411 ,.. ,? EP B44A 3, 4 3 2% 8 d 5 935 2670 f;;; ': EPB44A l a , , . EPB44 33f 3& • 29(, 8 -16d 3600 800 985 1135 3465 ' t' `t.r e: EP ?. ^ •5 . 3 3 . &16d. 3600 800 985 1135 3465 ) U.S. Patent 4,995,206, �" — C ..rv... EP868.' , 5�'� ';�5}4`: ..:3': `12 -16d , 150 985 1135 346 ,�, Canada Patent 2,031,552 EPB66 .+ (EPB44 and 1.Loads may not be Increased for short-term loading. � , , EPB46 similar) '2.EP844 and EPB46 have extra nail holes; only eight must be filled to achieve table loads. •i:,...': 6 3.Specifier to design concrete for shear capacity. a '.t t ; , .„./..„,e1 ".".v e.. . .,, e.,, ,...,, , si2%, NA... z- , n;�i ; a'tvn+k, .:r:3,.. `.: 'iii.:33:i1E:'k :`k::'�o:.k:.`i:�Gt,.,.. , , .. ,... .. ., .. ........_..__._- ..__..... .. . ... '\ • , . /0( /i Western Woods Use Book ___ Western Lumber Design Values BASE VALUES FOR WESTERN DIMENSION LUMBER' ; Table 3.4 Z j Sizes: 2" to 4 thick by 2" and wider ' •. • • I . "1 ' \� I Z Use with appropriate Adjustments In Tables 3.1A through 3.10 BASE VALUES -• • Grades described in Western Lumber Grading Rules, Seetlons 40.00, 41.00, 42.00 and 62.00, Also Stress- Related Boards, see Section 30.60' Ill Extreme Tendon Compression ! ! v p Fiber Stress Parallel Hari ontal Perpen- Parallel 'Modulus of j N W Species in Bendin F a to Grain Shear dicular to Grain Elasticity I uf H or G21_ Grade .Single Ft F F F E i cn u_ Douglas Fir .74Pructural WOO , 95 625 1700 ! 1,900,000 ! 2 Lar ,,,.. .: =tr, � , . 775 . 95 625 1500 1,800,000 71 - • r •' 675 95 625 • i 1450 1,700,000 ' J Douglas Fit No. 2 575 95 . I 625 ; 1300 - i 1,600,000 LL Western Car I . , . 325 9 5 625 750 � L400,00 = CJ Construction .1000, :, 650 : . '.95 • • • . 625 1600 ! 1,500,000 i F- _ Standard 550 375 95 . :. • • • 625 . 1350 ` 1,400,000 I Z 1-- Utility 275 175 •95 ••• • •• 625 875 1,300,000 t Stud •575 ;450 .••95•.. "•:•',: •825 .. _. .825 • 1•,400,000;. W Douglas Fir- Select Structural 1300 875 90 • 520 1550 1,400,000 i 2 D South • No. 1 900 • • 600 • 90 520 1400 1,300,000 D 0 No. 2 825 , 525 90 520 I 1300 j 1,200,000 ! C) to Douglas Fit south ! No. 3 475 ` 300 90 520 r 750 1,100,000 0 E- Construction 925 !• •600 90 520 1550 { 1,200,000 i W W Standard • 525 . ( 350' 90 • 520 I • 1300 1 ;100,000 X U ! ; Utility - 250'_ 150 • • 90 . 520• I 875 1,000,000 i I— i • _ _ Stud ____ I ' 650 _� • 425 • . 90 °.' 520 825 �. 1 100 000 ! — 0 Hem -Fir Select Structural 1 1400 900 • .75 ! 405 ; 1500 1,600,000 u,j Z No. 1& Btr, t 1050 700 75 405 i 1350 1,500,000 ; O N • l Western Hemlock I No. 1 • • • I 950 ; 600 75 405 1300 f 1,500,000 ; - NobisFir I No. 2 . I 850 . 500 75 405 1250 1,300,000 0 Cabtomia Red Far • ' No.3 • .. � .ribs 300 • 75 405 725 1,200,000 Z Grants Fir t I Pacifies ?ver ' Construction - j • 975 • 675 • 75 405. • 1 1,300,000 i White Fu ' Standard { .550. 325 75 . • 405 • 1300 I 1,200,000 • Utlllly • • • ( • 250 . 150 • 75 405 .850 1,100,000 • i Stud ' ' ••• .. 675,' .' . - . •:75 .• - •• •405: - " • `:600 • • 1',200;000 • 1 Spruce - pine -F__ 1r7 Select Structural •1300 575 70 335 1200 1,300,000 (South) . No.1 • r 850 • 400 70 335 1050 1,200,000 ', No. 2 • 750 325 • 70 335 975 1,100,000 Western Species.' .No. 3 • 425 • 200 70 335 550 ; 1,000,000 • s�u sane.• Construction • 850 375 r• . • 70 335 1200 1;000,000 :odgopore Pine Standard ' . • 475 '• ' • 225 : 70 335' • 1000 : { i Utility 225 • 100, 70 335 650 i 900,000 I _ Stud .575. : `'a %'250, ''' '• - . :70• 335 • . ;600.' •1.' ;000,000 Western Cedars I Select Structural • 1000 600 - .75 425 1000 I 1,100,000 • I • No. 1 • 725 • 425 , i . 75 425 825 ! 1,000,000 , tJo. 2 2 ?00 425 • 75 . 425 850 1,000 000 Western Rol Cedar I i I y � '� i � � rnceroeCudar tJo.3 l 400 250 75 425 375 900,000 ` 1. ; { Pon Orford Cerar 4, .? ..sp �•��. cask. cedar Construction I . • 800 475 75 • • 425 • 850 900,000 ' ''f,,N fs : +fit Standard: 450 • 275,. 75 425 . 650. 8 ` � Utility 225' • . 125 75 425 425 I 800,000 i , 1 •`St1.(0, • s:.,,, ' .550. • r,• 325 ,. 75 • . I • 425 ' 400 I • •00,000' ! :' i; Western Woods Select Structural 875 400 70 335 1050 1,200,000 , = r, , Any or the species In No. 1 650 300 70 335 925 1,100,00:i . Ikg - . 4 the list tour sped4$ No. 2 650. 275 • 70 ' . 335 875 I 1,000,000 I " .• r groups above plus any . No. 3 375 175 . 70 335 500 900,000 : or a• of N• loltowkig: " ldahowhk•PIn. Construction 725 .325 - • 70 • • • 335 1050 1,000,00,0 ;La il Ponderosa Pine . 'Standard • •400 ...vs' : ', • .70 • 335 • 900 900,000 I " • • • .�. w Sugar • SS i• Utility ry • . ' 200 ; _� r : 76 • • 70 • • 335 '600 800,000 � . t�xns*,H•mlock �R ^ktU(1 :�. ;•. • :7 .1 . :50 7 2 $ . ' '' ; • 33 5 ; 550 ;9 I 'Design alues In pounds satyr. Inch, r Op t g� Do per t .o ,rn.er,Y .,, .... �„ , „� '1• •.... .., ;.: r., .. ., ... oitrtwc: .'e+:.. .,n:. lar"W?_ ,. .ru. +Y. : 3,b'C4.CrvTUtd:OL3.l:.F , 1 ,: ..,,.,.,.... .,: ..,.. ... a�. ......:,..,.._................, ,.,. .... ... ,........ .......„.,,..,,..... :• .n. , .rr. c:; , uao- , y.+nert+ z tratH. I ' - - - ,- rr .,G( WATTSUN 5.7 2000 WA STATE ENERGY CODE COMPLIANCE REPORT 06/28/02 i I FILE: C: \ \WATTSUN5 \ \ROYALBEA.WS HOUSE ID: ROYAL BEAN , Site: 14620 TUKWILA INTERNATIONAL Analyst: WATTSUN2000 ENERGY CODE TUKWILA, WA 98168 Jurisdiction: CITY OF TUKWILA (000)000 -0000 Utility: PUGET SOUND ENERGY z = 1 _ H omeowner: ROYAL BEAN House Type: Single Family w Floor Area: 152 ft2 CIjY . 6 D (000) 000 -0000 � 111 V, U O Builder: DURGAN BROTHERS Weather Data: Seattle, WA { co w 11321 201ST AVE. E. Climate Zone: 1 , , : N i (253) -5328 FILE COPY _la y °Ki A ,, L, w ° ' -I 'll ; xR j f 1 g .J The PROPOSED design *COMPLIES* with 2000 WA State Energy Code. d z w F- REFERENCE PROPOSED z COMPONENT PERFORMANCE 51 51 Btu /hr -F 1-0 ENERGY BUDGET * ** * ** kWh /ft2 -yr w w I v p REFERENCE DESIGN cal- Reference w Component Value X Area = UA H U BG Wall 3.5' U -0.041 120 4.9 Z RECEIVE BG Slab RECEIVED 24ft 15 .4 w N CITY OF TUKWILA V -- Floor U -0.029 120 3.5 p H' Glazing ©15%* AUG 1 9 2002 U-0.400 22.8 9 . 1 Z Doors U -0.200 20.0 4.0 AG Wall PERMITCEMTER U -0.058 153 8.9 Ceiling, Vault U -0.034 120 4.1 ' Infiltration CORREC ION ACH -0.350 120ft3( 0.8) \ LTR# Reference UA 50.9 . PROPOSED DESIGN COMPONENTS Component Description Value X Area = UA BG Wall R15 foam ext 3.5' depth U -0.059 120 7.1 .;; BG Slab F-0.527 24ft 12.6 ,, -`• t 1 '` Floor R38 + R11 perim vented Joist 16oc U -0.024 120 2.9 ;- y Glazing @37% * *MILGARD 600 SETIES U -0.340 56.0 19.0 I: •••` iy crz, I kid: G�4k4:1 k 4a z -- :Ctems in parentheses not included in COMPONENT PERFORMANCE totals. j �,�, ; �� i ���� f ** Denotes non - standard values - check calculation of thermal value. Page 1 • ri ,r.., til �,�• S tA'itv�:.t i n r.. v j DO low 1 9 c ''ts?" i . :. _.. .se....r.,..wi.k.G >is.- 'dreu.. ewo....:.rr. ........., ,.rva,...v.._a ....,� <•...».r .u.«e•..,.,., ... ....,...w... .. .. ... _ . ry . - i - -lam �i ..\ - .✓ WATTSUN 5.7 2000 WA STATE ENERGY CODE COMPLIANCE REPORT 06/28/02 1 ► I FILE: C: \ \WATTSUN5 \ \ROYALBEA.WS HOUSE ID: ROYAL BEAN Doors Insul Steel /wood edge /wood frame U -0.160 20.0 3.2 AG Wall R11 +19 +11 2X6 +2X4W ADV T111 U -0.020 120 2.4 Ceiling R30 batt Vault unvented 2x10 24oc U -0.033 120 4.0 Infiltration Standard Air Sealing ACH -0.350 120ft3 ( 0.8) Z 11-- Proposed UA 51.2 �" 1- w c4 2 Struc Mass Light Frame, Sheetrock walls M- 3.000 152 456 Add'l Mass Gypsum wallboard 5/8" M- 0.700 120 84 U O ' N 0 . W W : J = HEAT ING /COOLING /VENTILATING SYSTEMS m LL 1 PROPOSED Heating System Type: Electric: Zoned g a System Efficiency: 100 % co Modified Efficiency: 0 % i 1_ w 4 _ z Design ACH: 0.60 0 Design Load(at 44F dt): 2311 Btu /hr wI- 2 j Total Load: 2311 Btu /hr DO System Size(Output) : 1.0 kW (150 %) ; - . 01- , Average Annual Heat: * ** kWh z v' , 1 s Annual Cost: * ** - - o Ventilation System: Integrated Spot - v m ', { & Whole House E- i; O ') Cooling System: NONE . SEER: 0.0 (Unducted) . Cooling Load(at 4F dt): Btu /hr System Size ( %Over) : tons ( @125 %) Annual Cool Requirement: kWh /yr Solar Access: 100% . GLAZING ORIENTATION i PROPOSED PROPOSED South 14 . 0ft2 North 24 . 0ft2 : = - Southeast . Northwest . i - '"l East West 18.0 ' z' "~ Northeast . Southwest . ;,.M,,, ITA 01 Eff S Glz: 4.4% ; - 1 Avg. SHGC : 0.30 1': "x�;" i`;" • 7ERGY BUDGETS: ), , .' f za r A4 ���� Y - fit this building complies using the Energy Budgets method, but not the } ,, #s,. Component Performance method, a solar site survey may be required by the • Building Department. The 'Solar Access Dec 21st, 9am-3pm' entered on the � C F.1 ∎:. " " ` ' . *` Energy Code screen must be documented. Instructions for performing a solar ;,;r1 ,. {�r � °: I AE t . -.,I , + •-...., _ , ( z 1... \,. . , z' et III 1 . 0 m I c..) 0 , co 0 1 COW 1 WI _1 i _ •1 w 0 I. 15 u_ <, co I a I- I-U X '. _ . 1-- 0' Z F- LU LU 2 n D Ca 0 o S. ,,c) F- 'Li x ,,....) II: 01 I li , F.: x 1--- o . , z ; i 1 L.,. , It 1 1 „,-...' i . . .,It • ,,,..,,.....,..,...,....._,,,,, • :i ,--. i ....., ;..,. '5; i ',.) l `e ',..- ';',' •'‘.i .,''. t : C1 ..:': i i..—.....2(.:......,... 1 i t I • From: DAVID S MITH � � CITY' C)F TUKWILA F14_ GQ ^,, � ..r Z . ; -- _ 1 I . 1 ..., _ • . - . - • . - • .- - , , ... - _ • ' • ' . . 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AI* E 5H i- Ae ,, ::, :,,...: cor AGCC-r25 reit THE etttiff45 ENGLISH LAVEWER -- ii- 1 -- NEK rc i. / / / 4 ,L DuLDNG FiA HAVE t6Wn\16 (IZM AZ,Ii: ik'ilis' 1,43$5: TO PREVENT DIRECT' ACCee25 1 6'-O' SC4 T T ALL GH FlisE i m . ,m : " 0; -*; ..;... TO DELOW THE DULDINel • ;() R°a1 R°E (gR) . ‘1.i . -- '' ::2-1124 . PAVER '..::•.i•::••• 0PIW VVE li,,,,..,::::,_ • ,,,,,,:,",.. (R v i AGGE TO DULDIN6 i __,................. ..... ......... ................ •••••• ..... /I i ..... . . . . . . . . . . . . . . . . . . . . . . . . . . ..... ' 1 W/ 2' CALIPER ,,,/ , ' - ,,,,:-:', ),...,,,...,,,,;.: zm No .....e< . :1.,:".41 z...,4_, J. ;:3, .......0 :-.):::: .." li.:.'("v:...:0::.;.,,,a1-31::;1,111:7t:::, J N) — L ..1 1 ' • -.- . 4 _ . --- 11 111 Z-1 11(- -,:. t'-. 1 . 1 %... , 7:,,,:g,,,,c:)..... ,Ii3,,,':...:,:s;k..,:::71...'s‘;‘, Do = ...< G) a,..) :? . t 7 Om ...'1 '-: . ,... • c-.: 7 I t, ''' 11 . •••■ -no . 3 .. rin ..-,-,. 0 co __,rn ti ,. ,,.. , ,- ::t , a';.'i -i c::• -- ilril t, •-..... . 1 r,, ,. m c * )1 I .7. ,i, ..4..... A 0 1 4 W) , .. . .. , • . r .. r JINN ",1/4.14,, t • ' • r CITY OF TUKWILA .c%id $111-14' et. 410 I/ 1 ..:4 Department of Commetney Development . . .ev. ill ii I ' 6300 Southeenter Boulevarg Tukwila, WA 98188 ...J •••,-) 1 t 0 1 1: 747% N,: r .." 4 Telephone: (206) 431-3670 FAX (206) 431-3663 ■-,,2. a z," - ' E-inail: tukoltutrac. Ltukv.ilavia.us • Ill P 1906 Z < • , i 1— \,„ • ,1— Z LU CL •Ic . , ....,- .-,,.,... - ... - --% _1 c) , ,..,,,.. .... 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' •f• -••••t- -4 • • --- • .' . * - I " =-... , -, - . k: • •.,,,... . ; • : • •,'"' _ . , '• • W . u l .. . . •..::, '' -•-,-...-.- 54.:, ;.:5 -, ''' (..) 1 ••• .',.. , - RECEIVED 1 I- I CITY OF 'TUKWILA I- I I I" , AUG 1 9 2002 w yr ..... ; ■,. I i''' 0 I." • • PERMIT CENTER Z ROYAL BEAN 14620 PACIFIC HWY. S. 1 TUI(WILIA WA.. 98168 THERESA RECHIMID : RECELI 0 CATHERINE Mc KENNA (206) 985-0739 ,3%31. • . cettit volly ' f k. I i Er....g ' ',I'. ., W •. ! ,..,, ‘ , F:; , J . : ,,,,,,,v, 4,1,2 3 5:71 p 4 ; !:•:1 1 ,:l 6 * ".1 : 7 1,:; ,., . • , I , '•••fri‘l'.1 , , . . - . . • . •1••,, .1" , 111111011.11111111•101111 e . . . ,..,' . ■ ---.0.1 _ - T . ": s. , pa mdt PLAN REVIEW /ROUTING SLIP I ACTIVITY NUMBER: D02 -125 DATE: 08 -19 -02 PROJECT NAME: Royal Bean Espresso Z SITE ADDRESS: 14620 Tukwila International BI re 2 �: ":. :':. .. s.'::.•.. •1 .,: ., ...,, .uuntnv.::.:flGiula�r li:s.•f:Stran :.i•:J ^h &N+nV.[:! ;+vM . .......................... ...,.s.....n..n,,+R4rr.+k447St .. .\ ,r. , T �J�Wt ;. • 4 ' City of Tukwila of \ i Department of Community Development - Permit Center .iri k 6 300 Southcenter Blvd, Suite 100 { N a . Tukwila, WA 98188 .. . �"'`' -�� -...' (206)431 -3670 1908 \ z �v ' i r. .,, r 1 t„ !'t-.:`,,, s. l.. , Z { 10%& nk. 5 ,i,'4 4 : ," �" Y' .�. � t � , r t � 4 �4 N s i F,.. �y k,f!' : i w i ? ,,y r x 2y~y � N'✓ �t .�,1r i Y i a sl ll { y *41.m J � 'i , i i i :11 1 , x 1 / CL 6 g 5:.,? rn. , . , y 1 Pra os sa 1:.{1p r ,. h • ,- . .p, > . . , .� . , . sf r:V, : +n, • J : d .. ! -•PA., s . s .. -..'4 4 .,i . ✓: F:;. q { : ? rs:+;.- r Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted • o { through the mail, fax, etc. co = CO u_ Date: WO/ /9o.z. Plan Check/Permit Number: 462, ." j ar 0 0 Response to Incomplete Letter # co Response to Correction Letter # f H W 0 Revision # after Permit is Issued ? I- HO ■ Z I– w Project Name: ° Rt. yie` d B EA 6,1 EiSMEterc, U p Project Address: PlidP2,401 T V M G j1 4�4 h t r a ft , tiMA r4 L. St, • o ■ ' Con Person:- ,)4// Q .•0 i7 - , Phone Number: 2S`5 7D9 p eps w W w w , Su ary of Revision: u- ~ O Il V _ OH 4- Z `' riV D \ CITY OF TUKWILA . AUG 1 9 200`1 PERMIT CENTER 1 Sheet Number(s): ' ` 'a � ' "Cloud" or highlight all areas of revision including date of revision isija Received at the City of Tukwila Permit Center by: 40/1.- :'., x . ; t • ��j s �"' [' Entered in Sierra on — I et -0 v v " ' { ' ) 08/30/00 F ;.r;= { ' , F ':. .i. ') .�.' .. , i. r, e....t ".iyJiw'.41wa...v u!.f a_�i�c., ...� «,• +rary .na Mrc+. WktArn4'A ia, ( T -- — - . 1.4.1 ■ 0114 ihii.4 PLAN REVIEW /ROUTING SLIP 1 . : ACTIVITY NUMBER: D02 -125 DATE: 08 -19 -02 PROJECT NAME: Royal Bean Espresso a I- Z SITE ADDRESS: 14620 Tukwila International BI re ■ _1 U Original Plan Submittal Response to Incomplete Letter # 0 o cn i % Response to Correction Letter # Revision # After Permit Is Issued -I E— I w o DEPARTMENTS: g 5 ' u. Q 1 Building Division Fire Prevention Ti Planning Division n = d . � w Public Works El Structural n Permit Coordinator n ? H . ZO Ill W DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08-20-02 D o U c H Complete ® Incomplete n Not Applicable n u u , Comments: Cc r fo ti LA.:, yt 4- eporavecL 7 LL o _ iii Z z Permit Center Use Only H H INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: I TUES/THURS ROUTING: I Please Routed Structural Review Required n No further Review equir d ❑ REVIEWER'S INITIALS: ` • DATE: 8 go Dz APPROVALS OR CORRECTIONS: DUE DATE: 09-17 -02 [mo T A i ih Approved n Approved with Conditions Not Approved (attach comments) 7:Y=,�E Y s Notation: $ee rec f)t e4e-4 ,� 1 r""4""fl i 4y .. REVIEWER'S INITIALS: k---4z/.-- DATE: 6 / //? f 4 4x.,. A Permit Center Use Only V1 ; ^' S''; Y CORRECTION LETTER MAILED: il. tf':• Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ; .•• Documents/routing slip.doc 2.28 -02 'OM '. i{ h q r : tp:!.i:k.:. ... ..t .:. . :. v .:: \.l': # w...4.. a .. yArv.I.mi✓ <e.Med.Mi!Mw.weNVwu ✓w .. • w .v ... ... .. .. ... .. r...1. ... • .. ... ■ ► ---di . ..�, - '\ PERMIT NO.: 1)02 — l 2.5 TENANT NAME: ,C ovI. - -.- ' , EipfrEgn BUILDING PERMITS INSPECTIONS CONDITIONS ❑ 1 Progress Inspection Status .[It 10001 No changes will be made to the plans unless approved ❑ 2 Pm- construction by the Engineer and the Tukwila Building Division ' ❑ .3 Investigation Ell 10002 Plumbing permits shall be obtained through King Co 0 4 OK to Occupy ® 10003 Electrical permits obtained through L & I S Remove Stop Work Order ® 10004 All mechanical work shall be under separate permit Z ❑ 6 Follow -up ® 10005 All permits, insp records & approved plans available [� 7 SO Pre -Move Inspection WSEC Residential ❑ 10006 AU structural concrete shall be special inspected F— Z [] 10007 All structural weldin g b shall be done WABO certified Q y uJ Lli s — — � r _\.1., ,4474S P44111k PLAN REVIEW /ROUTING SLIP P ACTIVITY NUMBER: D02 -125 DATE: 08 -19 -02 PROJECT NAME: Royal Bean Espresso z SITE ADDRESS: 1 2 Tukwila International re w S 6 0 a ternatlonal BI _I U Original Plan Submittal Response to Incomplete Letter # U Oo tnw Response to Correction Letter # II Revision # After Permit Is Issued w o DEPARTMENTS: 5 Building Division n Fire Prevention n Planning Division X N a Iii Public Works IT Structural n Permit Coordinator n z i ZI- Ili w DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08-20-02 2 p U w O Complete Incomplete n Not Applicable C w CI ~ =U • Comments: I- ll- O UN Permit Center Use Only O H INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z I Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: .` Please Route n Structural Review Required n No further Review Required v\ . REVIEWER'S INITIALS: I -(z- -- DATE: & - 19 - OZ , APPROVALS OR CORRECTIONS: DUE DATE: 09-1 7-02 Approved ❑ Approved with Conditions n Not Approved (attach comments) ,,; } n, a ; + tsis�Yn�'t 3 , {. Notation: REVIEWERS INITIALS: DATE: , VIM � Ja{ Permit Center Use Only t :.? > : CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: (� . . t 172474 Documents/routing slip,doc 1 2-28-02 ' m s I - -- - — .xr - - Ni ti , s .... �J �4ts ;' Of • - v im- = ti Ci ty o f Tukwila Steven M. Mullet, Mayor Q: .i /r 0 • ; W � '� ; $ 2 - Department of Community Development Steve Lancaster, Director 1908 -- • z May 22, 2002 \ , = 1 � ,i- Z IX 2 3 David Smith • 6 1402 Auburn Way N, PMB 363 v p Auburn, WA 98002 to 0 • W = RE: CORRECTION LETTER #1 . w LL Development Permit Application Number D02 -125 w 0 Royal Bean Espresso 2 14620 Tukwila International BI - � g Q w d Dear Mr. Smith: I al Z = . This letter is to inform you of corrections that must be addressed before your development permit can be z O approved. All correction requests from each department must be addressed at the same time and al LIJ reflected on your drawings. I have enclosed comments from the Building Division and Planning v p Division. At this time, the Fire Department and Public Works Department have no comments. 0 N o 1-- • Please address the attached comments in an itemized format with applicable revised plans, = U specifications, and /or other documentation. The City requires that four (4) complete sets of revised LL plans, specifications and /or other documentation be resubmitted with the appropriate revision Z block. v co F• -' . In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have z enclosed one for your convenience. Corrections /revisions must be made in person and will not be • accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3670. Sincerely, . • 1 u 'Mitt, 411— . Brenda Holt Permit Coordinator IL 4 encl iL -,- � , -,, , , r i �5fir 1:`: t�. x : 1 xc: File No. D02 -125 ,, :" '�: ' f ryf y �,,�' 1 . ,.0:r, fr . t .; ; Y Z r'i . I : 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax 206 - 431 - 3665 .' N.H na�a.rM a w�rMra dN .�i . ■ mod' 7 _, — — — T �.0 , .. ': \ PERMIT COORD COP PLAN REVIEW /ROUTING SLIP { ACTIVITY NUMBER: D02 -125 DATE: 5 -08 -02 PROJECT NAME: ROYAL BEAN a • SITE ADDRESS: 14620 PACIFIC HIGHWAY SOUTH re W . ,r . Z.4., - x i PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -125 DATE: 5 -08 -02 ' PROJECT NAME: ROYAL BEAN a , _l- ,I- Z SITE ADDRESS: 14620 PACIFIC HIGHWAY SOUTH re XX Original Plan Submittal Response to Incomplete Letter # v O Response to Correction Letter # Revision # After Permit Is Issued J H O 1 INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: O I Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z . ; , TUES/THURS ROUTING: 1 Please Route Structural Review Required ❑ No further Review Required ❑ . REVIEWER'S I ITIALS: IC, !,_ DATE: (/ . APPROVALS OR CORRECTIONS: DUE DATE: 6-06-02 • Approved El Approved with Conditions El Not Approved (attach comments) , /.� , Notation: i al LII, . REVIEWER'S INITIALS: / 1 ' 1 \ DATE: 6,2� -UZ z; "F,;- +, Permit Center Use Only ' 4R -': F CORRECTION LETTER MAILED: 7 ._ 4 \} Departments issued corrections: Bldg ❑ Fire E1 Ping ❑ PW ❑ Staff Initials: i ...r 6, t z 5k ' Documents/routing slip.doc :+, rte 2 -2802 r.t ' NyY;``�i 1 .,11., F: .. .......... ...............,...n.w+«rvsin ysY.1'R'.+1o0.%WJbCi44eN, av — 4 Tukwila Building Division 6300 SouthCenter Blvd. Tukwila, WA 98188 206 -431 -3670 • BUILDING DIVISION REVEIW w Date: May 15, 2002 Project Name: Royal Brand building permit application o Application #: D02 -125 u) o °i Plan Review: Ken Nelsen, Sr. Plans Examiner W J H A preliminary Building Division plan review has determined your application to be incomplete. w o Please address the following comments with applicable revised plans, specifications, and /or other documentation. g a Fw 1 Provide King County Department of Health approved set of plans. ? 1 o i Z 2. Provide a method of ventilation meeting the Washington State Ventilation and Indoor uj Quality Code. N o - 3. The plan as proposed indicates a ramp, but details have not been provided. Provide : W u j . construction details for ramp and handrails. The ramp shall slope no steeper than 1 -12 x inches per UBC Section 1003.3.4.3. Per UBC 1003.3.4.5, handrails shall be required o when slopes are steeper than 1 -20. u; N j U H = 4. The South exterior wall less than 20 feet of property line in a "B" Occupancy is required to o ~ • { be of one hour fire resistive construction per UBC Table 5 -A. a) Option #1 - Change the building location and revise the site plan to reflect a 20 -ft. setback off property lines. b) Option #2 - Submit revised plans to include details for one —hour fire resistive construction of exterior walls less than 20 feet from the property line. 5. If any type of heating or cooling is proposed, indicate the intended system and provide details for insulation per the Washington State Energy Code including the floor. LA, ri No further comments at this time. � O (JD) 1 s rs. i , •: • ' ,5,'.... ., . •, >.,. ..' '.,.' .:., ..a .4 w, xr.:P: , L: s... .,,, wd.,.ca...+.wH.... ._.. .. ......Q.,.....nwr,...un. w.amrwaw kµti*rnxYX'dfMPe 7fiSH 1' N , i- -\cr -- ACTIVITY NUMBER: D02 -125 DATE: 5 -08 -02 - PROJECT NAME: ROYAL BEAN z SITE ADDRESS: 14620 PACIFIC HIGHWAY SOUTH , i-„ re D XX Original Plan Submittal Response to Incomplete Letter # -J v0 co p Response to Correction Letter # Revision # After Permit Is Issued W w 2 = H -, 0 2 DEPARTMENTS: g Q Building Division ❑ Fire Prevention Planning Division ❑ to CJ . Public Works ❑ Z I P W ❑ Structural ❑ Permit Coordinator ZO DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 5-09-02 2 0 Complete ❑ Incomplete ❑ Not Applicable El 0 j Comments: = W . I ~� U. O Permit. Center Use Only W Z W INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: I V — I Departments determined incomplete: Bldg ❑ Fire ❑ Ping z p p g g❑ PW ❑ Staff Initials: z TUES /THURS ROUTING: " \ Please Route ❑ S tructural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: I • APPROVALS OR CORRECTIONS: DUE DATE: 6-06-02 • Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: 4 1r y` REVIEWER'S INITIALS: w DATE: ///' Permit Center Use Only i s tin 1, ' 4 Y;-„ . 1. CORRECTION LETTER MAILED: ,- gtie Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: IL •. '4« 't Documents/routing slip.doc 2 -28.02 `; F:Lie, i�' y . � E ." x,;,..._ r.: y.„� :. ..: :.. .... :.''.:'. .•. +:. ,.:;... .si.J'•.. .. ..,.v ... v.. .. ... -. . ... ._ .. .. .. . . ...... .....:.n ... ..:vpr .wcY�.rtrY+uM6'...,... ii�Nrnu ■ J • :\ . s r PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -125 DATE: 5 -08 -02 , PROJECT NAME: ROYAL BEAN a , �z SITE ADDRESS: 14620 PACIFIC HIGHWAY SOUTH L XX Original Plan Submittal Response to Incomplete Letter # v o to Response to Correction Letter # Revision # After Permit Is Issued co 2 co ■ ! N u_ i WO g J DEPARTMENTS: u. N j Building Division ❑ Fire Prevention ❑ Planning Division w W . 4 >( Public Works ❑ Structural El Permit Coordinator [1.1 Z F- w !! W DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 5-09 -02 n p U Complete I Incomplete 1=1 Not Applicable ❑ Q I Comments: 2 U ' I– �o Z Permit Center Use Only U co ■ INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: 1 = .. I Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z i i ; TUES /THURS RO ING: Please Route Structural Review Required ❑ No further Review Required ❑ . REVIEWER'S INITIALS: 4 \ DATE: 511 /0?— 1 APPROVALS OR CORRECTIONS: DUE DATE: 6-06-02 . Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) :- , Notation: S-/t- a21Q -G 'J4%. /Vt� T ,, - -s; 4,, REVIEWER'S INITIALS: (, A ff ;:r . ' ,;; DATE: � L ' �',- �,�..;��;;;, Permit Center Use Only � ° - CORRECTION LETTER MAILED: 4ti :* Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: x :f. .? . ( - Oocuments/routingsilp.doc '',W ?r' 1; ,'1 • r:r 2.28.02 V..7 ... . • .+ .. ., w a,u+•wn. eI.hTFi.M "Yj$'.'+�Ft�n 'i"?'�•/4�5� 1 t.s i • • .. .. _. u • la -.. , w...w_ .. ..............tt:,. . bi..L Ll�.'::, 'iu'.w .... .. .. ...... . .. .... ..t. <:7 1 , .- - _'. s. r I : • Th i J�Wtt.A, �qs' , , C ity of Tukwila _1 ,� { r, Steven M. Mullet, Mayor u�1i .+ : 0 `•: ; e ... • Department of Community Development Steve Lancaster, Director 1908 _ -- ' �\ S PLANNING DIVISION COMMENTS Z i \. ,I- Z re 2 DATE: August 6, 2002 J v APPLICANT: Royal Bean Espresso v co o RE: D02 -125 co w ADDRESS: 14620 Tukwila International Blvd. South W O Please review the following comments listed below and submit your revisions accordingly. 2 ■ If you have any questions on the requested revision, Carol Lumb is the planner assigned to the file and can be reached at 206 - 431 -3661. co CI = w 1. .The proposed stand is subject to the standards of the Tukwila International Boulevard z (TIB) Design Manual. Based on the TIB Design Manual the following revisions are z O needed to the proposed project: 111 uj DO (a) The TIB Design Manual emphasizes pedestrian access to commercial uses and 0 N making the street corridor more "pedestrian friendly." Please provide pavers on the w I inside of the curb to provide a separate walkway for pedestrians to access the i v espresso stand without conflicting with vehicles entering the site. See area #1 on u. 0 the attached site plan. lii z U= (b) The proposed landscape plan must be revised as follows: deciduous trees must be a 0 1 minimum of 2- inches caliper; the evergreen tree must be a minimum of 6 feet tall; Z shrubs are to be a minimum 18- inches high when planted. The landscape plan must be developed so all landscaped areas achieve 90% live ground coverage within 3 { years. Please provide plantings, such as the English lavender plants, along the pavers that will provide access for pedestrians. Also, for security purposes, rather . than place the large pine tree near the door that accesses the stand, why not move it to the southwest corner of the building and move one of the rockrose shrubs to the pine tree location? 1 I (c) The rear elevation provided does not match the design of the espresso stand as illustrated in the color photo. Which is correct? The drawings indicate more visual interest in the design of the structure than the color photo (curved metal roof with i 0 ` I 1 edge band on both the front and the back of the building. !,!% ' (d) The base of the espresso stand must be skirted to prevent debris, trash etc. from , 0 j getting underneath the structure. ` k t. . F,.„, 1 i 0 '46)4r: c.\mydocs \general\2002- Memos \D02 - 125 -2.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax 206 - 431 -3665 '' { "� p ...... ........ »� ..wrr.fsra.•,.g +1.4Y13:K ; liu.7fi''Lt' �s'Z7!Y,yyy1: expresso bar site plan I - .cJ **ILA, h , CITY OF TUKWILA . - . Department of Canmwnity Development s. , IP �tz 5 6300SouthcenterBoutevara Tukwila. HA 98188 J !o j' � .t _ Telephone. (206) 431 -3670 FA.1 •131.3665 N ■`,�%+ X E-mail: tukplun rci,tukwilawaus j , 4 1: • oe Z \ • H W re ... _ £. _ U I _ . z, :, U) W W = r t y ,. ., . r telr' W 0 k � . c au l :; *I ti e' ±' b i _ • I A r K;E1S"• i 1p•.}�`• F" 0 '� W W I ?\ t; U LL. O . l wZ 1 U 2 ' 0 ~ I ! ROYAL BEAN 14620 PACIFIC I- WY. S. TUKIMIIA WA., 98168 • THERESA REICHLAND pECE 1lA & c r1 of ZU CATHERINE Mc KENNA t 1 5 200 (206) 985-0739 t J . br , 14111111 ,efkl: .t A G . ut � n ■ a;4 1 . —- , Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: g i ; r L °"* 4 Documents/routingslip,doc ;' ' •`Trs{�r h' 2.28 -02 uz, +.1'' t- . .-«.., w • "..: _... .. .. w.m.4M MYU M9SORfIR1d �I n Way.1 G1 FR�:� "A Cr } LICENSE DETAIL INFORMA,TION Form Page 1 of 2 STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division i P. O. Box 44000 Olympia, WA 98504 - 4000 • THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: � z LICENSE DETAIL INFORMATION ORMATION Current Filter: None h J o U Registration# or License DURGAB*982M2 N W Name DURGAN BROTHERS -I 1- Address 11321 201ST AVE E , w 0 Address g J : City SUMNER N State WA _ • Zip 98390 ? F- 0 _ O : Phone Number 2538623123 w w 2 Effective Date 7/22/2002 o O N } Expiration Date 7/22/2004 Registration Status ACTIVE v , Type CONSTRUCTION CONTRACTOR — z Entity INDIVIDUAL U St2 iz Specialty Code GENERAL z Other Specialties UBI Number 601468327 'VIEW *VIEW CROSS REFERENCE FILE FOR THIS LICENSE* * 'VIEW *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * 'VIEW *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * • 'CHECK *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * I * * * * * * VIEW CONTRACTOR INSURANCE INFORMATION ;, , �,_r New inquiry by CITY NAME, PRINCIPAL OWNER NAME, NUMBER UBI NUMBER or return s ">' to the L &I Construction Compliance Home Page r ur. 1 T,•S:'. 4.W ,fit ' � flu •�4'. t�7r.,;�! io. 4 4-- ' ...' - , _ , -•••1 • -., ,... , z \_. u, re „ 6 5 _i 0 00 to 0 co tu WI —I 1— ■ U) u. . uj 0 2 ?.. g5 u_ a _ U) cy I I.- w REGISTERED AS PROVIDED BY LAW AS i CONST CONT GENERAL Please Remove zi- REGI ST . # EXP. DATE And Si CCO1 DURGAB*982M2 07/22/2004 Identificat IL uj ion 2 D EFFECTIVE DATE 07/22/2002 D (3 Card Before , • o co DURGAN BROTHEigs, Placiiii. In 0 11321 201$1 AVE E 7 Billfold Ill i SUMNER W ' 9839,9 x 0 • • I— --- si :" ... •-- , — 0 g ... ---. —— p z Issued by,SItICARTME -V114 AND INDUSTRIES , w co 0 0 1 0 : : ;.,152.0101 (sier. Z • - -- .I----- Delach And Disp1,1 Ccilificine -------I \ . , ,___,..______ DEPARTMENT OF LABOR AND INDUSTRIES . REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL . , • . - ; , . ' • ,,,,-- . - ,"_':. .1. 1. 'I 'rt. , ', faiiINT . :4 EX? . DATE - ' CC01 DURGA8*-982M2 07/22/2004 1 r , -, ' 1 LIA i',1 ■ i EFFECTIVE DATE - 07/22/2002 • ' • . f , ... s S , DURGAN BROTHERS s .r---k ii 11321 201ST AVE E ■ SUMNER WA 98390 % c ,.„...i 1, F' F625 052 OM 0I/97) 1 -- _ _ _ --- ,....„4,,,,. ._ - - _ _ 4,4,4-.4 .4-4,-..-.442,44.44,4■ .4 - ...-4.4..4 ... .47:1-4,.............,---..---..4,44,444 r ''' 1 -------- 11040 And Div 1,1) (Willi:ate ---- ---1 • ,-,z1.7-:t,• .= ':t • .,, • . , i'' . k.t . ' . . . . ' t , - .. . ,.. . . -'1 .......-„- , i• ; 1 Z , 1 '‘■_.. ' J—• Z r.. 1.1.1 (.) 0 —I j— i III 0 LI4 g 5, u. < i 1-. L1J ( i ■ Z 1-- 1 UJ uj 2 D D 0 r., v.. ...., -- • —. LU I- 9.. — I. - 1 01 • ; . J.t.t ih: •%11./.! ql,.., : .! .:. , ::: : .. . , I, f .. V; . • , ' '17' ' . '.; t .: ?,,• "V: ''; a,.. 0 . 1 11 i ,.. ir .,,,,.... ATE OF cloivE p,.• , 1 - -4 4 '•ii: n; 7 Z . : 1 !I • . . 1 , !).•i!. 1 111Vii;; sv,t ;.-I,, ,. .^ ■ int, kijur ilL, . • :. • • -, II- " — .... .11 . ,. 1.11,l-.. :• :1," : , ' . ...: Z 1 LLI w , , , •• , • ,, • , ,• -. 0 ! '::'''!,-..,. ,' • ; t . . , ! , :! -:' EMPLOY ER: This s you •ffiC c ial ' ..'r.i. •" 1114:■.!. i'f a of indtistrialiiksurance:: ;1:‘:''...1 = I ::....: . '...t. "... ; ` ;:. •• . coverage. It remains active until your ou i r O ., ., . ,•,, . . i • ''''' '' ' ..:': r - tit . *; ::: .1 .;: . ac is closed. YO ' U are ' ' ' - ' ' ' `` ; re5Pred. ' i 0 i--.; by z .. • ,...i....:,?,.b.c,..: ,:-....;... - 0.. .1 , ,, ,I •t,. • • • y law to post both this.certificate and copies of the potihrtiliiiiiiil beicmir iff , .. You will soon be receiving 1 copy of each. If you require additional , I. copies, call Labor and Industries a, • t 360-902-4817. . • . t; • .hiatiriuice Services Division . • . ...-. .EiO ' . loyer Services ' • JOb Safety and Health Protection (available in Spanish) . . . • Your Rights as a Worker/Family Care Department of Labor & Industries • Notice to Employees i PO litOx 44144 ; Olympia WA 98504-4144 WORKER: The employer named below is an insured policyholder with the Washington State Industrial Insurance Trust Fund. • UBI . , 01 . 4,,,.03 3207 Policy Effective Date i',7 i 72 7,::. Lociition DI.JA13AN DEM IHERS , ., ,,....\.:,,.., Em21.93m. . , ;.- , r,7,), , ,,,,...,,„ ‘; ' t 1 32. t 20 I. ST AVE: E L:t 1 fir.3 */ SUMNER WA c+ Di.ifir:45:4Nt ^iiii fj l i t ::.R•ri it 1 1 7sz I ::.; 1 r AVE: E. '-oft OA 93 NRCV10 : tc,,,,ti. • . . . A.•110-i':Mik *Your Unified Business Identifier is the only number you need to discuss your business account with the Washington state departments of . 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A5 NOTED 4\ \ \ _ - - DATE: ;•x ` '� 1 - AUGUST 16 2002 I I 1 DRAWN BY' EQUIPMENT PLAN / 12.-0' 1 `� Q p SHEET NUMBER FLOOR PLAN NORTH ELEVATION OF 1 DI::::)),.... ii,‹ REVI ION S i „, • 4 4 4 0