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Permit B93-0191 - RIVERTON HEIGHTS (BARTELL DRUG) - TENANT IMPROVEMENT
t; .+. V,Ivegio0 14E16015 NefEg, CERTIFICATE OF OCCUPANCY CITY OF TUKWILA 6300 SOUTHCENTER,,;;,N,L.,,VARD, SUITE 100 TUKW LA "" i 4 CdI. ,,8 THIS CERTIFICATE UNIFORM,BUILGING WAS IN ,COMPLIAN' CONSTRUCTION .0 Building L N o THE REWUxREM:i'T ' F E" E TI Y HA", 9vt,tHE� 4" VIE I TH VARIOUS O N E AND'A'CL APPLICAB IVERTIN s's 4,27.7' PACIRI:'C. HY S l 14;..01'52,304 - ner: MCKSINNE.Y LAR. Y. H "'UANCE' NCE-S .OF C Y t GU ITY ,FIRE CODES. 413.71_1_ :DRUG) PermV Nn"r S u i t ea> N d 10; I,NTERIOR :.:DEMISING, OPENINGS NEW STOREFROI TUR IMPROVEMENTS BUIIs OFFICIAL:, CERTIFICATE CERTIFICATEMUST. City gf Tkilcwil� j (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No B93 -0191 Type: B -BUILD Category: ACOM Address: 14227 PACIFIC HY S Location: Parcel #: 152304 -9011 Zoning: C2 Type Const: V -N Gas /Elec: Wetlands: Water: N/A Contractor License No.: SDLCO * *231BQ TENANT RIVERTON HEIGHTS RETAIL CENTER Status: ISSUED Issued: 07/16/1993 Expires: 01/12/1994 Type of Occupancy: STORE Slopes: N Sewer: N/A OWNER MCKINNEY LARRY .H, Phone: (206)000 -0000 14900 INTERURBAN AVE S, #240, TUKWILA 98.168 CONTRACTOR SDL CORPORATION Phone: 206 649 -9008 3150 RICHARDS RD SE, ';BELLEVUE WA 9800.9 CONTACT MARK B,SMITH Phoney 206 623 -3983 1411A4'0.URTH AV SEATTLE ,,WA #1002, SEATTL, WA 98101 , ********************************4************************************** Permit Description r'.r C, i iy 6t. ° DEMO 4TIO.N,; OF INTERIOR" oEMISTNG PARTITIONS, NEW EXTERIOR OPENINGS, NEW;. °.STOREFRONT, EXIT CORRIDOR, AND �SrTRUCTURAL 'IMPROVEMENTS., ,'�` y t -- SETBACKS Units: 901 Front ° 0 Back: Buildingst 001 3 Left,:: -,,,i 0 '.' Right: Fire Pr ot'ect.iorp SPRINKLERED UBC Edition 1991 s Valuation: „260,0Q01 ?00 . Totial Perini t Fee: '1.:,,983,I68 * * * * * * *k* * * ** * * * * ** * *. **.*******,***** k' ik*' k***. * * * * * * * * * *,'k *”•k * * *4* * * ** Perrni t Ce;rit,erAuthori zed Signature I hereby c:eri;7 fy that ��-I. have read and�:�'examirrie‘d :thi•ss p,ermi t and kn:gw . the same to be tthue and correct. All provis ions of ,law and ordinance;;s governing th;l ;,,-;work',w_i,l l `'be complied, with, whether spe +cified herein or not The 'granting o1 this parmit doe "nrot Presume to' give authority to violate or ,cancel the p00s i ons of any other `s'tate or local `'laws re;gu 1 at i ng construction or the` performance .•Qf,wor kt, jI am authorize.d:sto sign for and obtairi this bui 1 �i 9 wp'e.rmit. Signature: ✓�'l Print Name.:_�J�c2 tkee This permit 'shall become null and void if the work is not commenced within 180 days fromthe date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last. inspection. CITY OF ruimtuir Department of Con .►unity Development — Permit Centel 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 nf,,99)_1lding Permit Application Tracking e 62, PLAN CHECK NUMBER PROJECT NA E �} SITE ADDR SS �J SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. PARTME BUILDING - initial review DATE PPAOV.ED,:<`. 013 ROUTED QU.I R E MEN' CONSULTANT: Date Sent FIRE 24 3 INIT: PLANNING 6)x]13 INIT: MMEN' -ciLD Date Approved FIRE PROTECTION: • S•rinklers it Detectors f♦ N/A FIRE DEPT. LETTER DATED: , INSPECTOR: L ZONING: 6. IBAR/LAND USE CONDITIONS? t Yes No REFERENCE FILE NOS.: 6gPp8A$. 6)44. ere.> torsQ MINIMUM SETBACKS: N - s- E- O PUBLIC WORKS O OTHER INIT: UTILITY PERMITS REQUIRED? ( ) Yes [✓J N PUBLIC WORKS LETTER DATED: BUILDING - final review BUILDING OFFICIAL INIT: IN T: 1 / INIT: REVIEW COMPLETED TYPE OF CONSTRUCTION: 'l N CERT. OF OCCUPANCY? $Yes 0 No UBC EDITION (year): AMOUNT OWING: 11).04. ■fl CONTACTED r , _y.� �C'� e 6S 1 � t� ` a LY: init. _ try 'tar DATE NOTIFIED s 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: init. A\-2 PERMIT APPLICATION CiTY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE • BUILDING SURCHARGE OTHER: AMOUNT RCPT # ':: i DATE /83� SIT . D IP R. orm _ SUITE # jr, Hui( r VALUE OF CONSTRUCTION - $ 1z6'1 ASS OR ACC•U-NT # 4 - r � •JECT NAM ENA T iU06 . -ti a TYPE OF '0 New Building • Addition FA Tenant Improvement (commercial) • Demolition (building) WORK: 0 Rack Storage 0 Reroof Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: '; *MOW is tj �j T la • e 1 BUILDING USE (office, warehouse, etc.) remit. — gob ` tiee. OM 00'1-- NATURE OF BUSINESS: P _ "4-�/-- 44 ?j 1 WILL THERE BE A CHANGE IN US ? ,'4 No Yes If Yes, new building requirements may need to be met. Please explain: SQUARE OTHAZARDOUS OR MATER ALS N THE BU IL ING'? r IL W LL THERE BE STORAGE OR USE OFT M BLE, COMBUSTIBLE No 0 Yes IF YES, EXPLAIN: '\ PROPERTY OWNER rgY • �� PHO E ADDRESS AI** tll..:iek ak :( 4 Z4 PHON r�'i' ZIP A' CONTRACTOR ',� #L4'" ADDRESS f • I t- ` r 24. iL / I C �/� V �i ' _' rl' ... s f ' C� ZIP ° `��` / i WA. ST. CONTRACTOR'S LICENSE # Cam- �L� k �Q 1 ri f ,Ce ARCHITECT —v(v4*tvr!7/.1 . 4 PHONE ADDRESS Mil f r WTI. 4 /C�7 5/ 1 ZIP 6 I: HEREBY CERTIFY THAT ;1 <HAVE ;READ:AND.EXAMINED THIS APPLICATION ;'AND: KNOW :. BE TRUE AND CORRECT, AND 1AM :AUTHORIZED 70 *APPLY FOR; THIS:PERMIT BUILDING OWNER OR AUTHORIZED AGENT SIGNA PRIN NAME ADDRESS CONTACT PERSON E SAME T DATE52e. A2 PHONE CITYIZI ,Call ' % ■rI( &4 /I4 PHONE APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. if you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED G� 0 , DATE APPLICATION EXPIRES /1- 03,116iin SUBMITTAL CHECKLIST COMMERCIAL NEW COMMERCIAL•BUILDINGS /ADDITIONS Completed building permit application (one for each structure i-1 Assessor Account Number Two sots (2) of the following: Li Specifications Structural calculations stamped by a Washington State licensed Li Soils report stamped by a Washington State:licensed engineer: LiTopographical survey 1 Energy calcuiations stamped by a Washington State licens engineer or..architect 1 Legal description Working drawings stamped by a Washington State License architect, 'which include • Site plan: • Architectural drawings • Structural drawings':;., •. Mechanical .drawings: • Elevations ': • Civil drawings • Landscape plan Compieted•utiiity permit application (one for entire project Six (6) sets of civifdrawings; NOTE :: , .e utiiiy permit application and checklist for specific utili submittal requirements :, COMMERCIAL TENANT IMPROVEMENTS • • Completed building permit applicatlon(one for each tenant` Assessor Account Number:: wo (2) sets of construction •plans;•which include SI1e: plan • Location: of tenant space • Existing :and: proposed parking Landscape plan (If applicable, I e; "change of use Structure Oyerali bufidingplah ••Tenant location Use of adjacent (common wall) tenant • Overall dimensions of building or :square footage 'Hoer plan of proposed tenant space Tenant space ;plan with use of each room.labelL ,. Exit'doors, ogress. patterns New'walls; existing wall; :and Walls,to be demolishe Constnicttomdet ills • Cross sections showing•wall construction • and method o 'attachment for floor and ceifmg StrUCturat calculations stamped by a Washington State license.... engineer may be required if structural work is to:be done (2 sets) NOTE if arty utility.work is to be done, submit separate utlhtyper nit application and plans: REFIOOF Completed building. permit application`: Li Ascessor,Account Number Two (2) sets of plans,• which: include iBuilding floor plan showing .. Entire apacewnere racks will be located • Exit. doors • Dimensions :of ail aisles tenant space floor:plan showing rack storage layoea":"::':' • '' nd " exits. NOTE :: Include, dimensions o(reeks (height, width and length), aisles`; and exit ways an plan [1 Structural calculations stamped by a Washington State licensed engineer (rack storage 8' :and over): ';: • RESIDEiWTiAL :Completed buitcting permit application 'Assessor:Account Number each::structure Narrative describing existing roof; material being removed; an • material being installed.:: NOTE A ceruficatlon letter Is required prior to final inspection and sign - off of t e permit ANTENNA/SATELLITE DISHES • rrll Completed building permtt.appitcation ' U: �. Assessor Account Number Two (2) sets of plans, which inciudo •Site Plan (showing building and location of antonna/satethtedis Details antenna/satelllte.:dish and method:of attachment Structural calculations; stamped by a Washington ;State fipensec engineer ma .`:be r aired • NEW SINGLE, FAMI LY :DWELLINGS /ADDITIONS Completed building permit application (one for each structure LJ.Legal doscnption _ Assessor Account Number: , j Two sets (2) of working drawings which inclUde' RESIDENTIAL REMODELS �'Completod buiidi,ng permit application • Assessor Account Number Two (2) :sets of working drawings; which Inciu Site :plan -$: (On plan; show closesthydrant location . • Foundation plan Inciede access16 buliding showing Floor plan width and length of access)> •.`Roof plan •.Building elevations (all.viows • Building cross •section, Structurai:;f rarrting'plans . Washington State Energy Code, 51te plan Foundation pia •:Floor plan Roof. plan:: Budding :elevations (alt views Budding cross - section Structural .f raining plans NOTE• I1 any: uti i1y,work !s to be dono:'prothde ufU/ry pormft . and plans Must besubmltted Completed utility 'permit application •Six (6) sets of site plans Showing'utititias NOTE; . Building site plan and utility site plan may be combined Sae u►iliry permit application and checklist forspeclfic submittal. requirements. Additional topographical and soils information may be required if unique Site conditions. ;Completed building permitapplicatlon <Assessor.Account Number.:;. Narrative describing existing roof,; material, being tmoved, ;Material be rig, installed •: NOTE A'certdicabon:leiter le' requued prior to final Inspection and sign Off of the permit :: .10 fr Address: 14227 PACIFIC HY S ' CITY OF TUKWILA Permit No: B93-0191 Tenant: RIVERTON HEIGHTS RETAIL CENTER Status: ISSUED Type: B-BUILD Applied: 05/28/1993 Parcel #: 152304-9011 Issued: 07/16/1993 *************************k*k*k**********************A**A****************h** Permit Conditions: ,.., • ...,--,!: 1. No changes will be made„?.tcithe, pTO.,ris:1'69.1ess-:approved by the Architect and the TJAK104aguTlding biVti104., 2. Plumbing permit shall be obtalned through the Seattle-King County Departmcnta4 Pup T1 c',,, Hei)thPlumblng will be inspected by-that agency ,,: Including W ga's,,:'Otping-5,. ,,,,, . • ,; ,, : ' : „ , ' ,,' ',i 'C,'■,, (296-4722)... 3• ElectricaKRermtt shall be obtained 'through therWashitign State Division ': ol„..L•ebor,d6d Industries and all electrica work wil:;Ote ,:inspected' by that .agency (248-6657) .,)., 4. All mechanical 1,;ibri shall be Under ;separate permit thtough,:1,fl the C. of jukwi la. , 5. All pep' its inspectionrecoqs,,,aild approved plans stialT be,,Y,"■, 0 i maintatine,d,,eiVailable at the J,4b—§ite..prior to the. startof anyIstruCtion. These ' documents are to be maintained availyibleluritil f inplinspectli on appro al .ls granted; DiOilV orr-of appOintm6ht:'Ofjthte, in4eCiIon--agencies prlor= to, 6. WhO0ipecial tnspp6tion .)si;rVoitiredXeittier- the owner:, ,--- , , 1 4 , archntect 0 englnev' sW f yiotl 16/f. the iTukwi la Building ''. , . , the,GpirstA;blii tding" insPeCittiyi Cdp\l“ of all special,,. - .--1 ins'pO'FtTorilseorts;..,ifiallf be :i66mi te(i.,,to the Building Di vt0on Inv a t i me l'S'f'4anher. 003,orthi;11.::contain address;, project ,;pamii, 'Permit number and type ,of i'llspeOtion being ) ',0 y pe r6r0e tie ' • -, • „ _ _ '-'. 7. The ilcia,1 inspector shall subm.W af‘rl'A1,,sIlried report statib*whether the work requiri0 4'peci4.111nApect1on was, ;110 to the,,AID■ st of the .inspectors kno?le'dge, \ 11 cbliOrmance witW approve0 lanstkand sppcif icati on and 'thg.,,apPlidable,,,,work4d .,.. , , ., 7 inanship\ Xwisi ''.:,",, of the UBC. , / ''ll 8. All stru4pr,a1 *OpAcrete 4shajl be special.,,,ifispecteSes,K106 (a) 1, UBc4.& ,,,, - ro 4 0 (4 4, q ''''' 4 0 9. All structulding shall be done by W.A.B.O. cepty,Aed .,.t...:,.. 10. All high-strength CWting shall ,/ e jpealal inspO'SVO (Sec. welder and spee4hK inspectedpSyww (a) 5 UBC )4-,:;W 306 ( a ) 6 UBC ) ,..".,... 11 . Any new ce i 1 i lig gr i cr-atf0,xgt,-Ari - a i on is ':'-i411i , -...,,,t vr, — s.„ 4 „... 4. required to meet lateral Wrac-ing:aAAutheiltihts for Seismic Zone 3. 12. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 13. Readily accessible access to roof mounted equipment is required. 14. Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. 15. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 16. The installation of the chain link fence at the area of re- fuge is an integral part of development of a required egress path. Completion of this barrier is required prior to final inspection approval and occupancy. , 1.1 All .......mmi...imim 4... km Amwtm 4.... ..........Cosinmmaftesek 1.1.11 .-%1Niesettilsd plans and require nts of the Uniform Buiidin ,,bode, (1991 Edition) as amend by the Washington State B ding Code, ha icaCode (1991 Edition), and Wa in ton State UniformMec n 9 Energy Code (1991 Second. Edition). •18. All rack storage requires a separate permit through the City of Tukwila. Structural calculations stamped by a Washington State licensed Structural Engineer are required for rack storage over eight (8) feet in height. 19. There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector: 20. A'CERTIFICATE OF OCCUPANCY WILL BE REQUIRED FOR THIS PERMIT. 21. Validity of Permit The i sAuance o ;rya. permit or approval of ,p1 ans spec,i fi cations an.cl on put�a: iron .i �h rlicl„ not be con .strued to be . a pernii t for 'or an appri5iik o a violation of any of the pro? s;+i=o'ns ofa the; Step BuildiMrig Cocde,� or any ordinance of the ;;jurisdic t1on No,p rmit pr�e,,surnl.t g� t.�o give . authority. orr'` y'1to'late for $canoe the pno. isi,.ons oaf th; s :code shall be v4'. ;,�5 Y 3 i •S'Jl+. *********. k4Ir*;*,** ik***** k**:****.***• k**** * *; * * * * * * *�k *k* * * * * * *k* * * ** *i4* ':CITY` OF'•.TUKWILA, ,WA TRANSMIT * *h * *k *,**.4** ik.***.****0 .,, * * *k; “4.4. * * * ***.tk *;i** * *kk *sir * • *:!.oi * * *, *r4* . ••TRA,NSMIT. Number : 93,00,0953, ,.Amounto .. 1.:, 204:.0.0 07/16/93 1.6:01 P'ei^mi•t;' No': 093 -0191 :Type :B -10ILD BUILDS`NG "PERMIr.• Parcel 10::-152.3 — 01 0Il/4"11.?3. 5ite.; ",Addi,,ega: 14227 aACIF;IC:..HY; 8 pitymen.t° Me.tihnd: CIi.EC.K .:Natatiari: LARRY'S MARKETS `:,, x:n'itn:":5LB. :: '4 *k.* .4444* r *,k4, *41*. *** ;4_94# 1;*.k. * * * * * *4...4 4.44. * * * * *�k4e*• * * *a4* *44.4 *�k *0k *kdk1. • 'A6Coi rat. Cod.e U.e1 0r�ipt.iar� Pai.d:;` 00.0/"322. 10.0• °. BUI DING .: N0 NI ES . 1,X9.9; .0 0.00/ 186.9041 • STATE: :BU.IL0 N0 .OUR.CHARGE '•:4.50"•'• :. Total 1This .Pa :yment) a 1,`204..00. • 'Td.tEt1' F;eesa 1,983..6.0. Al 1': P•ayrnentts x 1.,983.6 O.: 1 Bdl since» 00 GENERA 1199.50. GENERA 4.50 TQTAL. 1204.00. CHECK 1204.00 CHANGE 0.00 e563A000, :' 15:10 r*** * : * * * * *:h *k **.****' **kk :k* * **** .* **k*. **r*:k. *A ** *****k*.*r k*:***•* *'* *.k* *, • :ITV OF TUKWILA; ;:WA TRAN9Ml:T: r ** * * *k* kk*** * ** * * * **k* *k * *k *kk *. *. * ** * * ** *** . ** ** *�kk *kdlk *�k. * * * *•k, *. *k: 1`RA,NSII1T'..Number: 9,300153i ,Amaurtti 30.00 10/21/93 1502 Nerqh,it Na; 'H 3 0191 Types 8 -BUILD B_LJIL.DXNC',PERM,' pp i.0 /21/93 523Q:479,04. Site Ad,dr^eser 1.4247 ::PACIF'IC- HY P ynient M'e hod; CHECK ' Notaticir.: AK ,IYA CORPORATT r*` h*** k* 4**'.************** k**** k**k****** **• **k *k *.4 ** * * ** * ** * *: *4**;: Acac:iir�t 'Gads gesc r :i101 an ; psi d r' 000/:322.1.00 BUILDTt�Q., toNRE5' 3q..00. Total ,:.('TNti N ymari.i;,7 a . 30.00': GENERA 30.00 TOTAL 30.00. CHECK 30.00 CHANGE 0.00 5544A000 15 :41 , Total Feesa 2,0;13��.5`, Tatul A,1 t •PuymertOit `< ;21013.6:`.. '81MCe4: q0:. . .. . . , • • -4tivIcA:ic*,*•1444,4•40ii,;.-iv..ick*:*!+.-ki.*•*.ii4f..kir.*)16.**.orn,•aticii-k•k*4(44,*•*.*****.***.k:ko.rif 414c..,0f,*. . .. dENERA•:.:.,. ..,,,,,,,,,„(: . . . . mi 00,, CITY , OF•::TUKNILA,:'Wfr: . - • •••• ,'.,:— -:••••• •...: .:., • . , ,•-, -: • ., .• TR ANSMYT : TOTAL,. • ,... .779.68;; •1: *4* 44,.** ir'*,icivi..Akiiiik.* 4,;.sc*.), 4(*it.**it*4(** kkif.k4.k.******...*********:k i,'****** '''': cHtm ,." ..:•:.', ,179i6aj.-: , .. .,.. —. . ... .. .. -, - - • T RANS4 IT., Nuttier: 9 000 675 R Mb unt : ,.,-. -• 7. 7• 9 . 6. 8'0. 51. 28. / 93 1 *li 47 •••, ',, 'CHANGE: .., -•'..,..•'. • . 0.00'..:: 116i',ii.'Et'.. Nij :''.093 - 0,19 - • rype r 8.-..,8014....,. 8.11i,,L,P:Ct48.1.) • RV ,:l./9f ' ' -, 108611000 ' . 1547 : Parcel No. :-1523Q4-'.9011.' •..,• , , :-...-.;..-,..:. • --. , - . , .,.., - - - ... ',' ..-„,.. . . . ,.. ..,•:-'8i...t,'EF.,•:;:()'d clhes•s.C, A. 4227 ...' PAC1F IO'.':(1.Y.;8 • '-••• .:,..:,,....,.•..,:.,', ,..-....,,,,.- :-:. ;.. ...-:. ,•. ,. •-• • • -• ,• . . . ,... ....•.'..Payip.e6*..!:1:tleth,bd::..:;CHECr':;,Nb.tat icliti; .0AR VVSMITIt: ARC • : . , • tri it r..-81.M ... k..A.**ir „ ...... .. , „ .. , -,..,. . .. .. .... . . -.. ' '14 ctti Lksr(t'''•:C6 d 0:.:H,•,--•:- .• • Description '• 2' '.:••••,. : -I. •:-: '--.1:.-.,.. :- ..,Paldi '•• , ..•:• . . .... ,..• ,- •• .;.: .0 0, 0.!..34•3"'.•33O.:1, .'.' - PLAN ,,CHElt,'..NONI2E8.•:-•,,,': '' • - ' • ::, 779.63, 1otaI,.:.(Thiti: Payment)i '.: . 77.9 ..68, : 983.68 779.68 1,204.00: • • • .••• „ City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review. Control #B93 -0191 (512) John W. Rants, Mayor June 28, 1993 Re: Riverton Heights Retail Center - 142Q7 Pacific Highway South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. 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) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1-6.3) (UFC 10.505A) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates,: the month and year that the inspection was performed and shall identify the City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 John W. Rants, Mayor company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six 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 of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3303(d)) Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 3304(b)). 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 locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 12.106(c)) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or'render the exit hazardous. (UFC 12.104(a)) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 12.106- 12.111) -C City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 3 John W. Rants, Mayor Internally illuminated exit signs shall have both bulbs working at all times. (UBC 3314(c)) When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 3314(A)) Aisles leading to required exits shall be provided from all portions of buildings. The width and spacing of aisles shall be maintained at all times. (UFC 12.104(b)) Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more, (UBC 3313 (a)(b)) 3. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau, No sprinkler work shall commence without approved drawings. (City Ordinance #1646) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1646) 4. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 4 John W. Rants, Mayor 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 10.601) Your street address must be conspicuously posted on the building and shall be plainly visible and legible . from the street. Numbers shall contrast with their background. (UFC 10.301(a)) Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (UFC 10.203,204 as amended) Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of . such condition or violation. ,vs.;;;,,iitri-prn.711741jAyaitiXtirdoWn14064-44014.4.,04,4, NMI r'''fi.-'`'■414;:Pli N1 LA 4 City of Tukwila • 1909 FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 Gary L. VanDusen, Mayor TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Control No.,V/1-11-/ /9/ I/ Permit No. Project Name R /(//v e- i 1 ( C- Address //7 / e-,/ 7 -7 Suite # Retain current inspection schedule Needs shift inspection X/ Approved without correction notice Approved with correction notice issued / Sprinklers: Fire Alarm: V Hood & Duct: Halon: Monitor: r). 0),,,0)) C Pre-Fire: Permits: 41 1) 2. Authorized Signature Date / FINALAPP.FRM T.F.D. Form F.P 85 INSPECTION RECORD • Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 -3670 �� "-A-6(4- ' Address; `" 1V2.2,7WA�_ i Date Called: /o Z —9J Special Instructions: 3.-et7 Need' Coix 0, 4./L/Nr4/2061 _ Date Wanted: lb --2/-43 a.m. m. Requester: lic,se.ezoe AI &AI - Phone No.: ik_Approved per applicable codes. O Corrections required prior to approval. COMMENTS: "-A-6(4- ' A or( f..,A- 249iA1 U lz, r rei c it- 1 W VG i✓i:i 2 196OLT.' . i Ik oc ) t=-ZC . i t KJ . —.. PO (_ -pi %- ,s ci-L ) S 11 1 IJ lAi a rya ilk E' SA4L- r- P-L.tS s PA Cc'.. -' . "V Wt S S)'1 (NA hi 11 vls'� ,J3---:•1\) SF PAM P e•n tiT 'S . 6M- `i-E-12-1 k cfl 1\1:r Nees° P-, KM-L- (A Or VI L. IIf(11 . ?rain> 0 'TVA— 'ME— S K el- k -- 0 t-it-v n Cr- l&I 1 Ll.+ IS...- A 0 A4.-. D A /40 1/4,1.1� -- WILL- H b Li, 1t e "Ler .► P 1 NM..- L' tS i..i. PIIUtri. C.J. $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Dale: PE •` N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1144467I0N „RECOFRD, Retain a copy with permit PE IT 0. (206) 431 -3670 Project: /�7.,e.z - HQ/v,� /eke. type of Inspection: � Address:/, / y.� (� �y • 7 Date &lied: )0 _�0 ^G� J Special Instructions: O� e a l% P C�GC c V i /1421 't7af�• -- Date Wanted: �v� 93 \ /'am.m Requester J 1 G/ 0%4�c Phone No.: 60 ii.... / 8sy O Approved per applicable codes. Corrections required prior to approval. nspector: $30.00 REINSPECTION FEE REQUIRED: Prior to reinspection, fee must be paid at 00 Southcenter Blvd, Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 'ro : : '•/ as I ,t4 ype o nspect • n: d .. :: I - `/ 1 41 i::.Z1:. • SP : ,- . nstruct ons: //,;00 P /1/1 Pie a,at-, Date "ant : , : 0 -- — am Requester: / , / �=! — 0 Approved per applicable codes. %i Corrections arequit d p'riipr to' approval. COMMENTS: / H4 . `..G,.i° 5/41 r i� - $J- G f - �.. Inspector: lailiffe/ .0 1... •fir f Date: .00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. 4.INSPCTION RECORD. Retain a copy with , permit • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 tAci REnha NOJ (206) 431 -3670 roe Arolks_ ItA. pe o nspeoti'ry ' . s rf,-.9 pa-ci,- , I f Special , nstructions: j� .: Pl ' 0O - . rn) j? 5Q','-. n� ` Date Wa _ 6..7 ,3 (.....-;:m. sequester ,t_ Phone No.; 'Approved per applicable codes. COMMENTS; ■ Corrections required prior to approval, - , H C6 a, , i 3 P rw . ❑ $30.00 REINSPECTION FEE REQUIRED. Prior,to reinspection,,fee must paid at, 6300 Southcenter Blvd., Suite 100: Call to schedule reinspection. /S INSPECTION NO. INSPECTION RECORD 0 Retain a copy with permit CITY OF 'TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -5670 Project: n r �.3 ! /`' Type of (nspectbn� `I , Address: /y7z.� 6cHy S. Date Called: , �- g Special Instructions: `c..crr�..gust�VC— /,til P m. /- 3,nn Date Wanted: q" 0' 13 am. m� Requester: gi, Geo.... Phone No.: pproved per applicable codes... 0 Corrections required prior to approval. ❑ $30.00 REINSPECTION F E REQUIRED. Prior to reinspectlon, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. p fie: INSPECTION RECORD Retain a copy with permit 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188. (206) 431 -3670 Approved per applicable codes. COMMENTS: Corrections required prior to approval. inspector: $30.00 REINSPECTION FEE REQUIRED Prior. to reinspection, fee must be paid at 6300SquthcenterBlvd., Suite 100 Call to schedule reinspection. Ad ress: e 0. e l: Special Instru t 4,dv,7 ns; _ _ .. 4-1-0-1 . a • Date ed: -0-7,413 CJi&e j am.. Requester: li // eey -`` Phone (N (4,) (94L1 '' I 9 `'I Approved per applicable codes. COMMENTS: Corrections required prior to approval. inspector: $30.00 REINSPECTION FEE REQUIRED Prior. to reinspection, fee must be paid at 6300SquthcenterBlvd., Suite 100 Call to schedule reinspection. fr. INSPECTION RECORD Retain a copy with permit CITY OF 'TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Jett; (tip` palaeT Type of Ins n' ' r`i i.�-ik A.. e--, i p/i f . ()Called ; Spedal Instructions: it Date "ante _ 2 j ^ 5 3 J/ : , p.m. Requester: - j "ge Phone No,:)4q O Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Inspector: 3 X13.' ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF 'TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 r ecY j� (} j ype of Inspection• Ad/dim 1 i f1C i •�!G . Date Called: S? _ �J Q". C.� Special Instructions:. Date Want .. .. 3/ ` (.. dip p.m. Requester: j,- r' f, - Phone No.:2 0 Approved per applicable codes. O Corrections required prior to approval. COMMENTS: 57"0(i. t3t- ocIL- .6us7rg. SPmr. 0 $30.00.REJNSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd, Suite 100. CaII to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 c9 ,'9. PERMIT . (206) 431 -3670, —Prole �� Type of Inspection: r,., ��✓ ��7 Ad re � Date Called:: Special Instructions: -'64-1././ / Wanted: p 44C:— °' Requester: Phone No.: Approved per applicable codes. Corrections required prior to approval. 4111 Alir nspector Ann" A /d r 0 $30,00. REINSPECTION FEE REQUIRED: Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. t s i.1,,.t:f,i :1,.1:I.,Y;;.. IN8fittTION RECORD Retain a copy with permit SPECT • 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 RTIT (206) 431-3670 P Oct: , Type of Ins giort DateCalle-Z_ Adcr ss: )r, 7 7 C1.0 5 S''-- 9 Special Instructions: Date Want • '_- P 7--(33 am. p.m. Requester:? Phone No,: ❑ Approved per applicable codes. Corrections required prior to approval; COMMENTS: l/ (S4 e, `1 / : S. e"?...5 ❑ $30.00 REINSPECTION EE REQUIRED Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. C- INSPECTION RECORD C ,. Retain a copy with permit ` PECT•` `0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 4vq3-- /q PERMIT PERMIT NO. (206) 431 -3670. d u c, lee.r<z�.J C f T e o its ct " n,�.., T yp f � �i rio A r ss :. �a-: -Mt iGl S Date ailed; --, n -93 Special Instructions: . Date Want • 7- 93 6-671m; Requester Phone No.:. O Approved perappiicable codes. COMMENTS: c,74,3 O Corrections required prior to approval. j4 O .844 u ❑ $30.00, REINSPEC ION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcentor Blvd:, Suite 100. Call to schedule:reinspection: Date; INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 3 -01q PERIL? M0. (206) 431 -3670 77-07-7-,.., tV.PY'k3 —N til t Jhr5 ype of ns pr k. tk) (k I Address: Sp ; ► . nstruct ens: ' Date Called:, , Date "anted: ` -- 95 4 m, p.m. Requester. Phone No.: Gi`1 t " Q q Lir7 ':N a l-ht (Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: t- ..414 -4 419Asa;— on) S?.,x..k - 1 roe_. kt -t..-, 9 0 $3O.00REINSPECTION.FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Rivd., Suite 100. Call to schedule reinspection. tT e: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 eA3'OiCHI PERMIT NO. V (206). 431 -3670 1 114,V{[1p \Ay lli "li °`> rrarninil Address: 1L.{ —) PO.rj 4-ic Nl t,e3 Date Called: Date Wanted: ... 4 `) - QS- Cr3 seTnt. p.m. Special Instruct ens: ... Requester. . hti. NO.: ci 9 1- c;),91.15 D i c 'at E3' Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: t '{ l:nCc-6v, 5 n.2-12.— CSC- rc , itic-- 4112.. <a,M. ; A kaio Q./ F, • (J Ca .24-1 r) U -.SPhc& .. nt : c= • t..r,a..f sn2- d & ' 1-- ti y s SPA c,; f".{y A t2 -. 6"-12.- '14. rr`- nsaector. ❑ paw REINSPECTION FEE REQUIRED Prior to reinspection, tee must be paid at • 5300 Southcenter Blvd:; Suite'100 '.Call.to schedule reinspection : Q. INSPECTION RECORD 0 BP-3 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 'ro ect: . / 4 // , ype o nspecuon: Address � 2 ,�' I' Date Called: Special instructions: Fair, anted: 8 ......1 .. ! � ( � , .. Requester: Phone No,: Approved per applicable codes. ❑ Corrections required prior to approyai ;f COMMENTS: '/ z%- ; /1(" 15A- Lt NA'/4 7 ICJ"- -'� � l'2e Inspecto $30.00 REINSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd.; Suite 100. CaII to schedule reinspection. PECT INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ro ect;.� // ; r / /04, / ype o nspecl n: -c tC? �" c A.4 - Address:. j54a 7 - 4,j4i7 s; Date Called: 2./j. 9,3 Special instructions; Date Wanted: .. - / 2 3 (r am. p.m. Requester: mac, Phone No.: ../ ...5/V Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Y t l Inspector: Date; rj / , Q $30,00 REINSPECTI sr FEE REQUIRED. Prior to reinspection, fee must be paid at 6300Soulhcenter Blvd., Suite 100:. Call to schedule reinspection. , • INSPECTION RECORD Retain a copy with permit 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 393 0/T1 PERmn" t40. (206) 431-3670 too.: 614 .7 ypeo nsv, r )4* . 5. • 7,'D ' / . ',...s.-t-..1....., "--eoc..", .60' (..., S (---,),,, s /-".31••••4t Address: Date Call : 8_ 6-, ...g3 . Special Instructions: p ;4(00 Ald1714-1 tedi/Avt.4..le—P113ne Date Wanted: A-, / _ p.m. Requester: ., 4 : ,46-4,71 e i . ,,, , - /// . ,.(...--4, //act" 71:4,...i.... '. L4./1 11' / fr C. 41 &te.:il‘ No.: El Approved per applicable codes. 0 Corrections required prior to approval. VolikOMINIMI• COMMENTS' ' 44 , .. 0....,, ....:'—. - op., , ,;. .. .3. .6--e... ,,,,, • ;47 r )4* . 5. • 7,'D ' / . ',...s.-t-..1....., "--eoc..", .60' (..., S (---,),,, s he:,....-, / )-7 e-, stC.e-r-_, ---. c ),4;5",,-, (.i.., ...a"..f-.- t/ .' 4.-...... , 74-,.....-t_.■ S s OP C , 74 , - s e.,,,-. // 4, ,"et _/....0 1 i'di ria ./11 .4.-5 C.O.6-11-,-,0 *e"..a.:11 0" .--",./ er•-•-, e..../ ... /et C it....0 1e 4,04.ty I---e, e..04-y, ki, 4 / .4 644 4 ?..sy epia.-1.42 q :,/e/, ,4 74:1441 44* / C-; 446 _74-40 a 11 1.5 ., 4 : ,46-4,71 e i . ,,, , - /// . ,.(...--4, //act" 71:4,...i.... '. L4./1 11' / fr C. 41 &te.:il‘ e,P7e4i)--,ege-i,*1)16(' . ) ',P, ei_z- 4- or: Dale $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at • 6300 SouthCenter Blvd., Suite 100. Call to schedule reinspection. Date: ..4,14.64,mand,Joa, 0 INSPECTION RECORD Retain a copy with permit 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 373: CV?, PERMIT NO. (206) 431-3670: 3, b ro ect: op , _. . ypeo ns• . , . , ress: tki : : . 6_,99 Special Instructions; Date Wanted: Requester: Phone No.: $, Approved per applicable codes.' 0 Corrections required prior to approval. COMMENTS: E-:" ,L 5, r4ij ey( ijelif71‘5 L' 13 (le/ CA /42-// 41241.P" Inspector: moo REJNSPECTIORFKREQUIRED.;.Priorio reinspecllon, fee must be paid at 6300.8outhcenter Blvd., Sate 100. schedule reineOectiOn: t 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION. RECORD Retain a copy withcpermit PERVit NO. (206) 431-3670 ro I'L.. ype o ns ion: Address: i ti ..2 ipt ce,4t.„ Date Called: . ...•1 Special Instructions: Date Wanted: nl4Ca. Requester: Phone No.: &Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 6e, 1' plr. Inspector: AliP , _ o - moo REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • ■;',14: 0. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 s13 .. PERMIT N0. (206) 431 - 3670:: 7177a: 4, cl010, 7 S C.�'� YPe oaIled: c�%n /—n'%0:00, Address :it /a? ,,,4 rCrl Date Called: Spedal lnsiructIons: /1 ,/ .�v�,� 1: - j • Date Wanted: am. fil Requester: Phone No.: Approved per applicable codes. O Corrections required prior to:.approval. COMMENTS: 7":,7 • O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd, Suite 100. Cali to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Project: L/ Jebel . 1" .- S l," lj7t / Jt72( ell t to Address: �5 Date Called: G — L5. 9 Special Instructions: 7 /69;00 Date Wanted: —67 —93(45).m. Requester: Phone No.: / 9 ci ❑ Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ' /( � (/k S 4 if c - ( 5 ' Ga s,A-t. 0 co rs- d- -- C/4 '6,Q 44-!: e7 cvr4 c‘ AV dog A-Los s as L&'• -z 4' f� 451 v- 0fr-A / /.4 /-0,2 z7 /law ❑ , $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. "Date: .410 -Al" -a a . L dui t _ .... '/...?iattua....... _J! _:at.L .0 u rd INSPECTION RECORD`. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, .WA 98188 (206) 431 -3670 -ro. C/ 6,0R s M6.4p f. . ypeo ns,:.ion: Guf AIIMIIIIII ...rem: yea.) 7 . - a . a . ' :: : � Sped- nstnict ons: L ,U .0"76.4" te. . 0) i Date anted: _- % "4""() 9-93 am. p.m. `Requester: / Approved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. UM0e if-: t: .r'-ttApv,i G o Tt 'tJ it wiit-t-l: Li lj . `'� .. I ,Q sr �i}T'ro rJ o �l is A?pt4,tc, --r . Inspector :. o $30Ao REINSPECTION FEE REQUIRED. Prior to reinspectlon, fee must be paid at . 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with perms CITY OF TUKWILA BUILDING DIVISION 6300 Sou cbii) Blvd., #100, Tukwila, WA 98188 U (206) 431 -3670 (M/aJ Project: /'c.-- ----" i �c S / L1.771—Re F P ns n: Ci Date Called: - �? i . !. . Address: 4/ Q a i Gc • t.�, Si Special Instructions: 6 erc4 t. .-2 . Oa 1-u 11. J1$ 4 0 4-1139 . .06 NG: W 1Th o ixr • /1 4-11 eypr" • . • Al . Date Wanted: Requester: a 1 {ve..., ""' Phone No.: ‘54 5= 6-1,, 9 5r Approved per applicable codes. ❑ Corrections required prior to approval. . COMMENTS: (1. 4-w, t dfl : OF C. z ,f)Gynisi #461 wA- t..c,S r s A P Pc�u v "" - PM;J . POW's7 Ax. R; . r s A �+ d_ , . ►.j ; W. �- : 5 LI • . I.01 -7 S'Kouc.D' . !. R v i 54.E S JS.=7 t•I it1 61A-- rd ()NW , ii M(�` T/146 ' I' ♦ a,. alb • % N ,f-{ iJ 0 0 1J .. /y� v-12.- 1 L. 3 k- lt-t!, I e- / -TU N o I c Mid: • a, • 1) 714 2. M d-. co i,,, S'Gvr1 :✓~ .S. ;it) $E C.4 NS vt1. _NW ■ .. ' 1.-1.40 t 4 4, C it44,44e . Lztrat t- T .-2 . Oa 1-u 11. J1$ 4 0 4-1139 . .06 NG: W 1Th o ixr • /1 4-11 eypr" • . • . wt-1/0 • 60ce0 u¢ iInspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter'Blvd., Suite 100. Call to schedule reinspection. Date: 93 Dale: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • ,NSPECTION RECORD Retain a copy with permit PERMIT NO. Protect: t.-t kY t(t� r ► i t,,.la Type of Inspectio n: c Address: l� IL e a e : . Special instructions' 5p1c.la1 "3-P' 0 h -51-k.2 IQ:, 30 �U Y I .I far d5 Date Wanted: a� �}"cio�— am. Requester: Rs�Y �-/ �I,oneNa: Q14 ''' I qCI C7 Approved per applicable codes. ��,, 0 Corrections requ red pr�orr to pproval 1c e COMMENTS: 6, r CO $30.00 FIEINSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Bivd„ Suite 100, .Cali to schedule relnspection. .• I -A 41r, 41t PACIFIC RAINIER ROOFING, INC. 10735 Stone Avenue North Seattle, Washington 98133- 8996. Phone (206) 367 -2525 223- 01- PA- CI- FR- R248LC September 9, 1993 City ;of Tukwila 6300 :Southcenter Boulevard Tukwila, WA 98188 Attention :• Dave I:arson 'Reference: Riverton Heights Retail Center 14227 Pacific Highway South Tukwila, • WA 98168 Building Permit No B93 -0191 Gentlemen: Please be advised that we have installed a built -up roof conforming to Malarkey Specification No HG -NM4 over 3/4" perlite insulation at the above referenced, building. This roof is classified as Class "A" on slopes up to k" per foot. We are enclosing a copy of the, manufacturer's specification sheetfor .your in formation. If you require additional information, please'do not hesitate to call: us. Very truly yours, PACIFIC RAINIER ROOFING '.INC. David A. Rash F ECEIVED SEP "1 3 1993 COMr iUi l�\ DEVELOPMENT 4 noitanlaciliff HIGH PERFORMANCE BUILT-UP ROOFING SPECIFICATIONS HG -NM4 CLASS "A" -- Up to 1 /s" slope in 12" tlirttttt . NAILABLE DECK PREMIUM 1 FIBERGLASS SBS BASE SHEET NO. 501 PREMIUM 1 FIBERGLASS ROOFING ASPHALT ALL ZONES PLY SHEET NO. 500 Materials Per 100 Square Feet Rosin Sheathing Of required) 1 ply 5 lbs. Premium 1 Fiberglass SBS Base No. 501 1 ply 30 lbs. Premium 1 Fiberglass Ply Sheet No. 500 2 piles 18 lbs. 40" High Performance SBS Premium Polyglass ' Cap Sheet No. 601 1 ply 102 lbs. Asphalt 75 lbs. General requirements and specifications are applicable as part of this specification. 36" i Malarkey recommends the use of Its High Performance Premium Polyglasso Cap Sheet No. 601 as a base flashing material. Malarkey recommends the use of Its SBS Mineral Walkboard No. 916 for all traffic areas. Malarkey approves No. 506 Ply Sheet to be substituted for No. 500 Ply Sheet. HIGH PERFORMANCE SBS POLYGLASS0 CAP SHEET NO. 601 4.01 APPLICATION /INSTALLATION A. Fleshings: General 1. Shalt be applied as per manufacturer's specifl- cations. 2 . Extend roofing membrane 2 inches or more above all cants. 3. All vertical surfaces shall be canted. 4. Nail to the deck. B. Vertical Fleshings:' 1. Shall be minimum of 8 inches above roof mem- brane. (See SMACNA detail #113). 2 . Provide for nailing to the top surfaces of all curbs. 3. Install or mechanically fasten nailing surfaces (treated wood /nailer strips) flush with surface. C. Cants: 1. Shall be installed at all vertical roof intersections. 2 . Shall be approximately 4 inches in horizontal and 4 Inches in vertical dimension. 3. The face of the cant shall have an incline of not more than 45" with the root. 4. Install on top of roof deck with nails or screws. D. Projections /Extensions: 1. Install all projections and extensions through the roof deck prior to installation of roof system. 2 Projections shall be constructed not less than 18 inches from the intersection of the cant and roof deck. 1191 MAL•BM E. Metal Flanges /Gravel Stops /Eave Strips: 1. Prime both sides of all metal flanges to receive roofing with one gallon of asphaltic primer per 100 square feet of roof area and allow to dry thoroughly. 2 . Set metal In mastic and nail 4 inches on center to wood nailers or insulation stops. 3. All stacks shall have an 8 inch minimum height metal flashing sleeve. 4.02 PREPARATION & USE OF MATERIALS & EQUIPMENT A. Asphalt Temperatures: 1. The asphalt shall be heated in accordance with EVT (Equiviscous Temperature) standards and applied within the temperature range [EVT f 25 °FJ. 2.1f using Malarkey SEBS asphalt it shall not be ap- plied at temperatures below 450 °F at point of application. 3. At air temperatures below 36 °F, it is required that supply Tines be insulated minimizing temperature drop from the kettle or tanker to the point of appli- cation. 4.03 ROOF INSULATION Not Applicable to this system. 4.04 EXPANSION JOINTS A. Contact Malarkey for specific application details. 3.9 4.05 WATER CUT-OFFS A. Divide roof area into areas as specified. B. At the end of each day's work, provide temporary water cut -offs at the edge of the insulation. Remove cut -offs when work commences. C. Water cut -offs shall be one layer of No. 501 base sheet embedded in a solid uniform mopping of hot steep asphalt applied at a rate of 30 lbs. per 100 square feet. 4.06 WET INSULATION Not applicable for this system. 4.07 BASE SHEET APPLICATION A. Specified base sheet shall be mechanically fastened to deck as per design. B. Shall be lapped so water flows over or parallel to, but never against the laps. C. Shall be lapped 2 inches on sides and 6 inches on ends. D. Shall be installed specific to the system. 4.08 PLY SHEET APPLICATION A. Specified ply sheet(s)shall be embedded into a fluid, continuous application of asphalt. The plies shall be lapped specific to the system and mopped as shown. The asphalt shall be applied in such a way that in no place will felt touch felt. Light "brooming" is advised to aid adhesion. 1. Ply sheets shall be shingled in, free of wrinkles or fishmouths. 2. Maybe applied by a mechanical felt layer or rolled Into a hand mopping of asphalt. 3. Shall be applied so that the flow of water is over or parallel to, but never against the lap. 4 . End laps shall be a minimum of 4 inches and off- set a minimum of 12 inches apart. 5. Embed the full 36 inch width of each ply in hot asphalt applied at the nominal rate of 25 lbs, per 100 square feet, 6. " Brooming in" is recommended for both felt layer and hand mopped applications. 7. When "Rolling in" by hand, the mopping asphalt shall be kept within 5 feet of the roll. 8. Mop shall be kept full and flow asphalt on the roof. Do not scrub with mop. 9. Do not "glaze in" ply sheet during the interim be- tween surfacing. 10. On slopes greater than 2" all ply sheets shall be applied parallel with the roof slope. ► Provisions must be made for back nailing of felt. ► Provide wood nailer strips on non- nailable sub- strates. 4.09 MODIFIED CAP SHEET APPLICATION A. Roof surface shall be clean, free of dust, dirt or mois- ture when cap sheet is applied. B. Light priming with asphaltic primer is required if any surface oxidation has occurred on the installed base sheets. C. Shall be applied free of buckles, wrinkles, blisters, fishmouths or voids of any type between the sheet and the mopping asphalt. 3.10 D. Shall be applied over and parallel to the underlying roofing and lapped, so that the flow of water is over or parallel to, but never against the laps. E. Shall be lapped with 4 inch lap seams and 4 inch end laps. F. End laps shall be broken not less than 3 feet apart. G. It is recommended that cap sheets be "flopped" into place. Tension shall be placed on the ends of cap sheets lengths as they are flopped into place to en- sure that the sheet lays flat in the asphalt. H. " Brooming in" is recommended by the material man- ufacturer to insure adequate bonding of the cap sheet to the asphalt during low temperature application. I. Embed loose granules into over -run of hot asphalt at side and end laps while asphalt is still hot. J. On slopes 2" or greater, the underlying sheet of all cap sheet end laps shall be nailed with two rows of nails, 3 Inches apart, on 3 inch centers staggered. 4.10 VALLEYS AND WATERWAYS A. Shall receive an extra ply of No. 501 base sheet. B. This extra ply shall be at least 36 inches wide and extend at least 12 inches up the inclines out of the valley. C. This extra ply shall be laid prior to the application of the roofing plies. 4.11 ROTARY-DRUM-TYPE FELT LAYER Not recommended by roofing manufacturer. 4.12 MECHANICAL FELT LAYER A. Shall be multiple gate valve type that spread hot asphalt on the roof surface Just ahead of the roof- ing as it is applied. B. Equipment shall be clean, in good operating con- dition and shall hold sufficient asphalt to lay an en- tire roll of ply felts. 4.13 SURFACING Not applicable for this system. 1191 MAL•HM RZA AGRA, Inc. Engineering & Environmental Services 10 September 1993 City of Tukwila Community Development and Public Works Department 6300 Southcenter Blvd., Suite 100 Tukwila, Washington 98188 Attention: Mr. David Larson Subject: Gentlemen: Construction Inspection Summary Former Larry's Market Building Tukwila, Washingto Building Permit o. B93 -0191 11335 NE 122nd Way Suite 100 Kirkland, WA 98034 -6918 (206) 820 -4669 FAX (206) 821 -3914 11 -08591 -01 In accordance with the request of Mr. James Riley of SDL, Inc., the contractor for this project, we are providing this summary report concerning our observations during work at the site. Our activities have been limited to evaluation of the subgrade for several new footings within the building. We performed our site inspection on Wednesday, 21 July 1993. At that time, we probed the bearing horizon with a ,h-inch diameter steel rod in an effort to evaluate the density or consistency of the soil. The ground in the area of the various footings was firm, unyielding, and appeared adequate for support of the anticipated building loads. We appreciate having the opportunity to provide this information. If you have any questions, please do not hesitate to call. Respectfully submitted, RZA AGRA, Inc. homes A. = ekey Vice President RECEIVED TAB /ah cc: Larry McKinney, c/o AKTIVA, Inc. Jim Riley, SDL, Inc. SER 1'; 51993 DEVl ..QPME_NT AGRA Earth & Environrnental Group W E T H E R H O L T A N D A S S O C I A T E S , P. S. JOB # 304 DATE 1 — 210 — CLIENT PROJECT WEATHER Z�.I GENERAL CONTRACTOR OTHER CONTRACTORS LOCATION OF WORK OBSERVATIONS FIELD REPORT REPORT # PAGE 1 OF 3 AMBIENT TEMPERATURE PM wt. �i§ 21=-1 �► ��._ ..—;� .� rat•;.. PROBLEMS ENCOUNTERED/SOLUTIONS R EC E u v t d..J SEP 2 2 1993 PHOTOGRAPHS OBSERVED BY: SIGNED: DEVELOPMFNT RON CLACK, INSPECTION SUPERVISOR COPIES SENT: -16.1C c�l s-20 -9� (2ot)Z&44 -Sl Moaour IG�ia�+�c �k-� i �c� �G o�� P tz 1Z 8044 118th Avenues . . P.O. Box 816 Kirkland, WA 98083 206.822- 8397.' FAX 822 -7595 "u 3 SEP 2 2 1993 colvimuNiTY DEVeLOPMENT �a1 r-- W E T H E R H O L T JOB # DATE CLIENT PROJECT A N D A S S O C I A T E S . FIELD REPORT REPORT # P . S . PAGE 1 OF t WEATHER GENERAL CONTRACTOR OTHER CONTRACTORS LOCATION OF WORK OBSERVATIONS: PROBLEMS ENCOUNTERED/SOLUTIONS • _.4 PHOTOGRAPHS OBSERVED BY: REVIEWED BY: SIGNED: SIGNED: Cr) E 1 7 1C93 ONALD B. CLACK YMOND C. WETF ERHOLT, P.EJCPRC DEN/ ELC,ii ='s1„ iw�NT COPIES sENT:AlcnvAl ICAF T (A1 '. iii elm e q T-16-93 8044 118th Avenue N.E. P.O. Box 816 Kirkland. WA 98083 f=— W E T H E R H O L T A N D A S S O C I A T E S . P. S. JOB# DATE CLIENT PROJECT tv�R, WEATHER GENERAL CONTRACTOR L. OTHER CONTRACTORS LOCATION OF WORK OBSERVATIONS: 1-2 -9 FIELD REPORT 1 r s REPORT # 1 PAGE 1 OF I AMBIENT TEMPERATURE AM PM V PROBLEMS ENCOUNTERED/SOLUTIONS PHOTOGRAPHS OBSERVED BY: REVIE WED BY: SIGNED: SIGNED: 111•7":40Alturr NALD B. CLACK RAYMOND C. WETHERHOLT, P.EJCPRC COPIES SENT: A VAj 1° eelc,OF'TU It„AIpCHtAKE/MNAleE 9 -i-'i3 8044 118th Avenue N.E. 1 P.O. Box 816 Kirkland. WA 98083 • W E T H E R H O L T A N D A S S O C I A T E S , P. S. JOB# 3 &6 DATE -- CLIENT PROJECT WEATHER GENERAL CONTRACTOR OTHER CONTRACTORS LOCATION OF WORK OBSERVATIONS: FIELD REPORT REPORT # PAGE 1 OF AMBIENT TEMPERATURE AM PM 0 i C . low .. • . `.y. t. 1. • — - _.—.- 10. lila Z• _ �a �•• _ • — _ un- 1010. VIM _.- �- r I• r • - . •....J - -- • 4 PROB MS ENC • UNTERE 1 SOLUTIONS PHOTOGRAPHS OBSERVED BY: REVIEWED BY: SIGNED: SIGNED: RAYMOND C. WETHERHOLT, P.E./CPRC NALD B. CLACK COPIES SENT: A lV4 I P(/e. of t iaat 1vE?tRA,`x.EmAgug1effy ¶-k e- g,. 8044 118th Avenue N.E. P.O. Sox 816 ECfeklanA_ W.1 CRf1RI Test Report No: 11865 "'"'''';;I:11180.1010111111ENANSONmeto...„:„ A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (208) 881- 5812 REDMOND, WA 98073 FAX: (206) 881- 5441 Larry McKinney % Aktiva David Bolin 217 Pine St., 12th Floor Seattle, WA 98101 04:10 08/23/93 Riverton Heigh) 14227-Paf rl,rvy So. Tukwila Chalker Putnam Collins Scott Mark B. Smith tactor S D L Corporation • IGnney NUMBER', 74.T*:-...cfrgTE:721 MC 11:00 TR 208 Cadman 551720 REPORTED BATCHDATA:. :CEMENTT..Pff WEI 26286 . , b1MMS GROUTED. 3000 8 . . .. .. )x.0- un"-4-1741E1 is 7,57407-70tm...; 7 new columns attached to existing columns of store front overhang along A line minus 10'4" approx. Also see FR #9440 for futher information. MARKS 1 & 11 :::::i•ACTUA141 1;1$ 517 ACM ....... • 1365 1940 • .... •••• 260 # rxru 5oz 1wFgpigrApvE Jay Wolfe 08/23/93 7439 08/30 iFIELD 7 6x12 L .. .134c7: ... . .... 28.27 : : ppip. ,,..epftmoto 80150 2840 7440 09/20 28 6x12 28.27 120440 4260 1 7441 09/20 28 6x12 28.27 124660 4410 1 TED MN: PECIFYj // Fkxura1J MAILED tif EWER TIM B le111:5_40 ALL REPORTS ARE CONSIDERED CONFIDENT AND ARE THE PROPERTY OF THE CUENT AND AAR TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL WITHOUT THE WRITV la IpovatfN .ip, TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. IL— SEP 2 4 1993 cpmmuNI f • --, 001 Y A.A.R. TESTING LABORATOfgcw pMEN 4-••• P.O. BOX 2523 one: (206) 881- 5812 REDMOND, WA 98073 FAX (206) 881- 5441 ATTh ;:. PORte ................ ................ . • • Larry McKinney % Aktiva David Bolin 217 Pine St., 12th Floor Seattle, WA 98101 166•■■•••=11 Test Report No: 9440 Cotsactoe 93-7245 Riverton Heights 14227 Pao Hwy So, Tukwila Chalker Putnam Collins Scott Mark B. Smith S D L Corporation rry-Mc 93-0191 LIMfIlle, 08/23/931 :.INSPECTION. Z1 .......................................................................................................................................... STRUCIVRAWSTEEIZERE013.0(004:::ANI.:MER.i.:J. SHOTORSTE: g_JITHEfttP' EXP.ANS1 011HERI o WALLS STRUMURALISCAB:i ..................................................................................................................................................................... o PT • , .......:••••SSS:ssss••••;:.:;:sss•;•••::: ID 7 new columns attached to existing columns on A line minus 10'..0" (approx.) for Store Front overhang. Resteel and threaded doweSprilled and epoxyed into existing columns. • *.S,SSS:•:•::: 5 DES!GN 11PS1); :.;NUMBER1OF SAMPLES; 11 #/01 CONCRE:TEMP(Di Cadman 4----1 MlirtEill 551720 .104 ...11.1,.......•••••••■■••••••■•■•••■••••••■■••••••• • • • JQBM1X ,, 75 ................ Eith • MOO: • • ,..::::•••Ss:•.•••:•••••••,•• TAR:, q't •-•1 „MOO* MAILED: Arct •SS:%•.0•M:W•;i, .. .. . ANSIES. . . ... . . .. .. MQRTAR1EMPDeg 4110 MIST§EHO H4 Jay Wolfe r.V.Ts7:1Stir".""'"'""ititelAtitri• ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (206) 881 - 5812 REDMOND, WA 98073 FAX: (206) 881 - 5441 CLIENT: Larry McKinney % Aktiva David Bolin 217 Pine St., 12th Floor Seattle, WA 98101 Test Rep ' rt No: 11840 93 -7245 Riverton Heights 14227 Pac Hwy So. Tukwila Chalker Putnam Collins Scott ct itect:> >` Mark B. Smith • ritract S D L Corporation :....:.: :...::a' l.arry-Mc ney 93 -0191 pate 08/1 7/93 >;REPORTED:'BATCH DATA EITTrp.E` Type I & II (AcrUALU Cadman 551700 ICiZr rtj� ........... RTm iTHE9 1 FLEX>BEAMS ......................... PRISMS: '< >3i; GROUTED GROUTED. 12:45 DESIONB?t' ENOT:Fi) 2500 P SPECfFICglot,.; :4P010000.1 3 EM NIs > ,...4. /CEC On site fro R/C loading dock edge. resteel check off on FR #5350 (8/16/93). Note: cylinder by loading dock. REPl= RENOEI 1E1-0 REPO R><NO 1 Jay Wolfe > `:1 RACTIJI TYPE tlf.oher.::tt an cope) 260 # DMIX:T...0 x lt`ttemslnspsct.ed re .` `': < :«;'; :: �•�h•pa'tICOMIN4 G FOR. NFORMNt � BRONt CO MAILED 4/ D Ci?;lap t ompiessive `. Collftomtitl ALL REPORTS ARE CONSIDERED CONFIDE AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. j{ :: F: l+ i:; rry•:.::;' ;r {..2r::} :'frGr ^ ?l,:• { }:fr.'M1a A•'{{: � {'{•:'''i}r : +i:; :;;%{';Gf: ��j�c�''?•'!'irr 6;f! {:>:S,'�}�: >,:: •::o: {;;•{{!.yi} ��• + /.5..��.r ,,, lfl,.SSfi>'�•r :.,� . �y is}V::::r:• f �;'//r� S. k�[f.. a }3r�,S,E! �:ttfis3z• ;�i•S.•��. %��'•� ��`�s�x'%`il; �. y,�r:::. /,. �:. i'I; ;4; .all �i,'.. r{ f! }' :r,• :%.•. <f::G :: {.•.' ..' S;?f.:i; ;,:. a`::%• .f%.R.r•'t'a'•x....'::S:�;453f; . 1+.,: }S•f. ice{ ,:{i }�f{Gi•/! /.n.. {:;c;.•;> Test Report No: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (206) 881- 5812 REDMOND, WA 98073 FAX: (206) 881 - 5441 ; • La McKinney % Akthra nY Y < ; David Bolin Optx,suB 217 Pine St., 12th Floor Seattle, WA 98101 5350 'iri: {•:ri? 93- 7245 ./ Riverton Heights 14227 Pac Hwy So. • `':� Tukwila Chalker Putnam Collins Scott fii<VffRt 'i Mark B. Smith :r }t S D L Corporation „cKin ey ;,:?j 08/16/93 ......:...:::::............ ':• fS-;: F:^<:: 42# ti:: jY '..v,Yfij ?2i::: >;:;�T: ;:: }:'yi. :•.� { }Ui� y:'f.:':jb ?:ti, ;:Sjn":;y; r:£.:�. +..r {,•;iy •: ::.N k 1:,hr:xA'H.•':;�•yy.i..a}':y: f:: } ?:f. is �.} {r: ": } ; ?r...: <• }Y: <. :rEft{#.yr:F: {f.;{ 3 ;r`{ ?. n:: .`Et., ,r. S ::i: jii + ;:i: { ?: ?i:i :!:•'it S$i{ }r4f:1't ': L'!.•::'• t:% ri' G: }h'r':'.•'::i:<}¢:::L }:iw}.CY ::F::ry:;i }::i.. r ..i .. .•. f. r. y'i•<'.:{ {.}{ yr.:iY {: }. • n;•:., }?. J:ti4}i ;: ,.::v .. r�ii ''%•..;.';.'•4i, {;:;:':'r,. :.: . : {Y!4:: •: : �F�i�M�Dry: Inspected installation of new T/S column and channel irons in store front between lines 3.5 to 4.4 and 9.4 to 12. Observed all installation adequate per approved plan as to field welding and bolting. Welding conducted by the WABO certified welder using E70 series electrodes. Also inspected resteel in loading dock wall. Observed all resteel adequate per approved plan. Inspected resteel and epoxyed anchor to existing pilasters in store front canopy plinth for sign framing. All resteel placing adequate per approved plan. Ready for form cover. • (�r..f� #•I y • Mark Jeong ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND AA.R.TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL WITHOUT THE WRITTEN CONSENT OF AA.R. TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (206) 881- 5812 REDMOND, WA 98073 FAX (206) 881- 5441 :90RE5.. ............. .......,.. . ........ ........ Larry McKinney % Aktiva David Bolin 217 Pine St., 12th Floor Seattle, WA 98101 N .MORTAR OThE UNGROUTED BE/1.0 . .TI 8:30 Cadman #6 Test Report No: 9334 Coqtsaetor seittnIC 93-7245 Riverton Heights 14227 Pac Hwy So. Tukwila Chalker Putnam Collins Scott Mark B. Smith S D L Corporation Lar nney 93-0191 08/09/93 1 .AP.:VATOP.1:D T. iFf Ag419:THL______ 2500 M SLUM AIR AP4.91FPN.FM!!! cors—Virs"D L41.10!.40 Slab on grade tnflhI and patch entirely. E: J . . PIUNG MAWS; CE .fg!ta Mark Jeong . . ..... a 517 1425 2015 260 # ...... WRA WT O iNglilTv4PYY.g.9.4 ,...... t. Higigeng 00.1 7292 08/16 09/06 09/06 96520 3410 1 1 1 grigrafk.H-7"+".000 ,...enrc!roonii ALL REPORTS ARE CONSIDERED CONFIDENT t.1 AND ARE THE PROPERTY OF THE CUENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. I:Mit:. - fr moo NON .. :::. .. .....emmlo, 0. • top ... - - - ..,,:i::;::?:;.::::::;ii:i..,i.ii:: iNglilTv4PYY.g.9.4 ,...... t. Higigeng 00.1 7292 08/16 09/06 09/06 96520 3410 1 1 1 grigrafk.H-7"+".000 ,...enrc!roonii ALL REPORTS ARE CONSIDERED CONFIDENT t.1 AND ARE THE PROPERTY OF THE CUENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (206) 881- 5812 REDMOND, WA 98073 FAX: (206) 881- 5441 arry McKinney % Aktiva David Bolin 217 Pine St., 12th Floor Seattle, WA 98101 onttactor Owner pentNo Test Report No: 9117 93-7245 Riverton Heights 14227 Pac Hwy So. Tukwila Chalker Putnam Collins Scott Mark B. Smith S D L Corporation nney REINOROEMMAONRYNEMOMMS.INVMM: ifiriretrRAiriTg 1 STRUCTURAV:] si4arekstzto El OT • EX.PAN$101St: OTHER. Non Reinforced SLAB .... ' .................................. Cadman . . .. . 551700 ............. i»: 3-6"x12" 13 3/4 • *4, . PI:XS; . . Meg.O.N.111.$0,1000:FP REOloiiin; MAILED: ce 1 SLUM • UIVI,K MO . .. . . ....... . ...... FIAT. ...... . ......... sloN eg,:kililtegqM ALL. REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. 5345 Test R ort No: • • • A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (208) 881- 5812 REDMOND, WA 98073 FAX: (206) 881- 5441 Larry McKinney % Aktiva David Bolin 217 Pine St,, 12th Floor Seattle, WA 98101 93-7245 / Riverton Heights 14227 Pac Hwy So. Tukwila Chalker Putnam Collins Scott Mark B. Smith S D L Corporation any McKinney 93-0191 4 08105/93± AUG 1 2 1993 COMMUNITY DO/ ElOP M E NT TEM ' , • Inspected placement ofrin CMU solid grout shear wail 2nd & 3rd lift on A between 9 to 10. Observed all restell placing adequate per approved plan. Observed grouting of job mixed grout consisting of 1 part cement w/ 1/2 part premixed aggregate (30/70) with F/C, mechanically consolidated throughout. ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R:TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. • .'•• 4 {: P.'y,•: }r,.:: }i {•x {.fit. {,+• ?tj :� {:.. . }F,Y +;: :` ? <tf: }Y•q"1• l� r f. +:i.::: ri: •.:f•.vjti�4nr'+' +:. } %ff.... /. 1F7.:nQ4}S:i�Yn:�• {i� {} S:tiiFJl y: il4$ },F�'{ }i?::i: S:�il�::riifii {•v S:SG Test Report No: { is :yii•..n,..$Y.:::¢j,:tf::' %+: 5344 A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (206) 881- 5812 REDMOND, WA 98073 FAX: (206) 881 - 5441 A Larry McKinney % Aktiva David Bolin 217 Pine St., 12th Floor Seattle, WA 98101 93 -9245 Riverton Heights / 14227 Pac Hwy So. Tukwila Chalker Putnam Collins Scott Mark B. Smlth S D L Corporation Larry MMc��ISiiiney :9X11.,t vomput n..,;:�;ft.iffi.. /04/93 Y f • f.... Inspected placement of resteel in CMU solid grout shear wall top lift on line 6.3 between D to E and on 1st lift on line A between 9 to 10. Observed all resteel placing adequate per approved plan. Also observed and verified installation of angle ledger w/threaded rod using epoxy grouting on line 12 from A to D. All performance adequate per approved plan. AU. REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN.; ,{v i1.:rf.• rF . kr6: ,t� ++;f� %:''G:$.' . irf ;t,.'?, . :; '� f.:'?i•:�i i•S ` ` /.:' � ••' �' 's� • • i• }R;` f •xrui / {nfi: %f'' ::. fn:::�tn` /...:, •, F:}.. . n },' :'i >; t.:. ...d.... for }.. n }''`k%iTY %} '}; Fi': F? e: fLlfi?. ?`}:f.•?{ {JR'� >1':+K%/.t•4 >. "i. /.: rfl,+.•{/ Sf.ld}l / /.,:n�:�:.t•.9: :.M.,:,. �LX:.?; %'x:f( }itM:: • A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (206) 881 - 5812 REDMOND, WA 98073 FAX: (206) 881 - 5441 Larry McKinney % Aktiva David Bolin `..00.0.0414 217 Pine St., 12th Floor Seattle, WA 98101 • 93 -7245 Riverton Heights 14227 Pac Hwy So. , Tukwila Chalker Putnam Collins Scott Mark B. Smith S D L Corporation La i• nney 08/03/93 f l�N�1yY�tiy1/V1 �..M1..M tt ' +. t..... {.r,. .S i:..... i { }:•:';';' : }i \�tn:i::ri�nS:::.: }: ?: }}ti };::: }. ?: {: vK: v�.; •. } i`<• L: c• �' tc:: i »yiiifR }'c:f:ti't %i {��`! >•ti•;:oi };:Y }: {''., : i,,'. M•:$' nin: {•? ^:v:ti'•Y;.: :n }; <.}:r"::;:{G: ,n:;5: }; } }. %•}R%`t . ,n {: t.,•,�.ldr:: ?Y5 •. ; {µy.. .}/.•. >g „6 ` nrt..;; ox., ;r . ,:�.,fN', ?t•{}••. <..! i C {•!tn• :h• } }n:• }•:: % .. f'::fjf':•x: r:9:.; .h.:. :•••••• . S. S•,.' t?.},• i.'••• ih.;:::..•,• ::rS::,::•2 ? :n }:}•}•t.} +krr.,.. ,,•,..! ?: :E.}:: .cS•: ?:r'.:3•.W}:?:c • ,:.�. {L•.} i yr .. /:'?•r {•.:..., utn}}:,•: F.:,> S`.£n,::, }::it'•• %: {',}r. +•q'4f .:c.?t :::•, . ?t::v `'F:•:•`,: Inspected placement of resteel in CMU solid grout shear wall 4th lift on line 6.3 between D to E. Observed all resteel placing adequate per approved plan. Grouting perfromed adequately using job mixed grout consisting of 1 part cement with 21/2 part premixed aggregate (30/70) F/C and consolidated mechanically. RECER C:. ,MarkJeong AUG 0 61993 COMMUNITY DEVELOPMENT. AU. REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND AA.R. TESTING LABORATORY, INC. REPRODUCTION•EXCEPT IN FULL, . ' WITHOUT THE WRITTEN CONSENT OF A.A.R, TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN, Test Report No: 5340 • A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (206) 881- 5812 REDMOND, WA 98073 FAX: (206) 881 - 5441 Larry McKinney % Aktiva A11:fsE�. David Bolin 4`$1 217 Pine St., 12th Floor Seattle, WA 98101 93-7245 Riverton Heights 14227 Pao Hwy So. Tukwila Chalker Putnam Collins Scott Mark B. Smith S D L Corporation cKinney #:r 08 /02/93 •r:.. r:..:G L::., .!. rr k+%>' .•� fir' Inspected placement of resteel in solid grout CMU shear wall 3rd lift on line 6.3 between D to E. Observed all resteel placing adequate per approved plan. Grouting performed adequately using job mixed, 1 part cement with 2 1/2 part premixed aggregate (30/70) ( F/C and consolidated mechanically throughout. E E !\I E -AUG 0 6.1993 C47NilViUlV,l °I'Y DEVELOPMENT AU. REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF "THE- CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF AA.R. TESTING LABORATORY, INC . IS STRICTLY FORBIDDEN: Test Report No: 5338 • y,t . %y.w. }• :`f'ri } ':Fit "$::: }r:F:�1 ` ^J `::FY:S:i: ty� f i r ..fi,+ •f FFh::# S•: S• r:{;{ y`:.:{:.?. S`f,,{t.. o/. .• +..:`••: %`•r't % # <t }<}`#!..,.: ir•`• %•l }:.c:`•r', lists:% {: fr; .r }rti Ar,.FF'. ,S!•''• :'• 93 -7245 Riverton Heights 14727 Pac Hwy So. Tukwila Chalker Putnam Collins Scott Mark B. Smith S DLQQreoration 1 07/30/93 : {w�iF {F: f, r.Ff}:::4,.%+rtFyy }4� t+f+± }•r•: `rfs '•`'Sii:; }y: }}iFF::;:Er yf.•}�i.:Fi. r {f:� ✓.r . i;`+:• f.<'C•:.•: Y.•:>• S:•.• ri.` r.::L:S<c:: }:S`fr`SSF: >•FYi!:`: •" +' F %:.{: {F r{.: F:}:'}+. i} S' il• ��. : }•S.''•::;5 {.';:rS,;Sr:;^:;:,r ,';S��;•f.S��r,',S �kt. A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (206) 881- 5812 REDMOND, WA 98073 FAX: (206) 881 - 5441 ' VrEx Larry McKinney % Aktiva `A'�?Iil }Ef David Bolin 040 217 Pine St., 12th Floor • . Seattle, WA 98101 2f iffFf�f. :tf�rk }S . }:yf^•'yi 4rf -.r_ -, t.. yf.. .2� .:%•.Frf'•:�oti, . {',:,•"%:. v'.�•fYi•. ••}t %:Lro }:; :�.. }:••.•f24F:t;.'.L is rr�?. �p•� r•.1 .I S+•F•?r`7':: :i(}';:;ti•.'•Fn�•.;.Y:} + }Cv}f,•�ttii:F,ttr.,, rr.`•:;:'•:Lf........} S ^� ,., �1� {�:;:SS}YY.s;Y:;T::S:F�SI •iw.. i'f.�; }T {};;?,: ;.} °' , fi +:x: Li'r'+ +F:� r '"t:r SSS:, L; }:; :: �: : }:5:: }:R:S:• %: • F }: +, {::'{ %•} }r r,:y } }q {/{: y,,:#': t•;: f:• �' L :Tf!'.,•:2',.4•.`Yr•Y.••:t'ts }: S%f:.';;::`i .< rS'. I•,':{:?: t: S. fiF,r;✓,. {•i.:'s•£:'I• };.C:. };: .... %f }4 :} f :r,. .:..f:... ,.:..♦ .: iri of ;•: ... ... r.:.v:.4: $::: h.:. Inspected placement of resteel In solid grout shear wall CMU 2nd lift on line 6.3 between b to E. All resteel placing adequate per plan and grouting adequate using job mixed grout consisting of 1 part cement with 21/2 part premixed aggregate (30/70) © F/C and consolidated by mechanical oughouts. Also inspected replacement of field welded dowels w /grade 40 resteel to existing T/S column and GLB beam seat on grid A -6,5 & A -9.8 for nonavallability of miil- certs. Welding conducted by the WABO certified welder using E70 series electrodes. ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT. OF A.A.R. TESTING LABORATORY IN ,•JS r - !- STRICTLY FORBIDDEN.: ti d E IV AUG 051993, COMMUNITY r,r.va - nn iPNIT iir,.J'>: }.':FY�i%Y •rM:Yr ";iixrf, ;Fr %ri•.}l ":` �:;:%:: Yipr ` {•; }:',;:::ro;v'•�:•:•.•r�r3'.: •: %f }; *'A. ..i r4 Fr','Y...,{ry:r /. :; ? {: •. %. / .r,,;; .: " i .., }ll ir,.}: Srf' r urr.: ter:••.' :< /{ i:: . r✓'• '� }: d,/ / :r .;.t! ? +f.;. ,.;ir . . ,•:::• r � . /rfc•5::?).�!yr.r.: :,;..r,;.: ;# • v ..y s2> >4<:; y . Yrr.r,750. , • ::1: :Yr� ?Y.•• 4/$1•r.• +r:,,:i {r ;r fu: :.:1 :rUr: :'.. r x5.11.0c.� ,(r1 • F . rr... r., Y: •r;, : •r ;•. � : :?'Y,`.iN2•Y•i� .. SY... +�. .:..af r:l. •.a;.rr.: u.•.. / f ..lux >r;!rr : ».i.;�!;ri3.<, {lk.; •;;G:...t1•..,cl . bn. ru..> 4r,�6. .4 /.rriS:,fr, ::`.:r.�. <... .,rr. A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (206) 881- 5812 REDMOND, WA 98073 FAX: (206) 881 - 5441 Larry McKinney % Aidiva € David Bolin A)Ki s fY 217 Pine St, 12th Floor Seattle, WA 98101 Test Report No 5337 .. 'r i ; rr fi °'ff: f,:Y;;S:;S%a. Cwii k• :, : . •xr .✓ rr�• +.. ' Dr;' j%' r{' vf• i ':1Ytir,/,+::•:.`}'S,r.,ir{`9:� r:{rn ::fY•: � %Y.r,'!!!r.'{ �: /R•Yli.::ri!,: %•1.:.•�:n a. ,:,'•.Y'%Y":;'•. M�iAfiHtF! + :• Aj TAI., P:. ••r`z > �`. : ><> Ti . ::::.#41i00,,,,,, of • ::'i.•:: ££ »• %.> ;:YtSi a> : }¢:•,'•;:•,�;�£i }: t: i} y:}, rs2riu :::i� >X' +•d$i:ri.'%%% ?i }::£? %:.;. °;:;•:i'd�`�ii•.,£r: ?:: E: ;::: iwo`•:> ••7 ff�!:ris <;};.;•.{•}...3:ro ?;••¢ /o-3: <c > :.y,;�.:• "'{ ^?�;+•:':i �; �':4�:`•.�}.;'•:a. ;, •y;!;: i.: ��Fir.......r.: rY +i.�•:: ;.:i }}'i:•'iY.. } %•.w }} iii }`:}:ini.:Yj:Ci.<: %yi;: i::.i: 4?. ,� �£•}• r .•r,:,�'r,�ic{•,;Y: }i%ii.X'rL£' . ;SS:xr,...,:£` .r. :iti3 { >.:�.: v; i.} ;!J {..{;I,.!;h^r,:P }. ^•X}!::Y,. :: }lr::xF,.:.i�.'r,T,.... Inspected resteel and grouting of CMU shear wall 1st lift on line 6.3 from D to E. Observed all resteel adequate per plan. Grout used were Job mixed with 1 and 21/2 part (70/30) preparation F/C throughout In verticle cells and bond beam. No sample taken. Also inspected field welding performance for resteel dowel to existing T/S column on grid A-9. Observed welding completed adequately by WABO certifed welder using E70 series electrodes. t ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL. WITHOUT THE WRITTEN CONSENT OF AA.R, TESTING LABORATORY, INC. I5 STRICTLY FORBIDDEN. •�:;: S:Ct:•r•,.:5:::.;:e.,tt,:.,x.;: < %h#` ^ `} . , €.y: t; ,)v.:r•) . ,}` ':G rr:/,,�rt r1!1 +S4. ? ,4 ri�'•t /. •"•.i -0 > ;1!' M ./g4• 03C .yi +. /%f#,'i/ } ? 11: . r�..,,..fff ,.'; .rr? • :rti� . Test Report No: 5336 ' tt%$xi.' 3i "•s:: S:. ; � �:: yt;•ta �) }S: .t�cr.!T.,;...F':t }.': •}:': .::aft, :••• ,.�a�' Yr S Ic. ,5:. a°r to: . x:x•G• . 'rkil`.+f1.�,/,.� /2�: r..:�..:•:tK; n::.,, n: Y1:£• t:.,:.: .:•{ra::p +,tt::;.;;.•5,..,.c... r.....::. A.A.R. TESTING LABORATORY, INC. P,O. BOX 2523 Phone: (206) 881 - 5812 REDMOND, WA 98073 FAX: (206) 881 - 5441 Larry McKinney % Aktiva A'!'•;+'lil:� +; tr. David Bolin `xa# 217 Pine St., 12th Floor Seattle, WA 98101 93 -7245 '>fl Riverton Heights sf;,rt 14227 Pac Hwy So. A Tukwila Chalker Putnam Collins Scott Mark B. Smith Corporation :rry ey 1 07/28/93 .:r ^5N• ?2iifi<it • ?`nfT'S .¢: X t.{: r }r,,}}.• ;•::' +. �.l: /f }..rr"rStif.:r� rrf.'..,.. .'�? . f S.. iS ' •• "':fG`•`7ri+r:S: f % � $'fir �: r,.'�•pf. •;. f :::: ems:', �'7w,w •1F14,Y.�; 1Fr.R,:`II!Mllt #�jYilli/ :-:•• : } } }: ? }:.: }:vy, :: •:.rr ..:.. iixC;r.•. :•i'i,.:<G:r }: };ii:4i: • r i:•$Y' i'•,i'.i}r.'r. r:; •f ?� :iT':.r•. :lixt>:: it fi }• {,,'a..a`,tx }ly >:%}: }..;:Sr:f }�i ...r.R;it w,i �;''' }tf #,iv A # <:,•. }rifii'r.S:.a:ti: <;t +i•x .# k. :r r. .. / F :S.t?:t,'i: } ?r. {:: >:•.'•::.: Yr,.:F$:• {,Y. tG. �: }ctC..:� :? Observed grouting performance for bolted cells on existing CMU wtAI,,wgr► steel channel framing on grid 4 between D to E. All grouting adequately filled with Job mixed grout consisting of 1sk cement with 2 1/2 part of 30/70 premixed aggregate at F.C. Also Inspected field welding performance for channel to column plate / existing channel connection and angle bracing. Observed all welding appear adequate. Welding conducted by WABO certified welder using E70 series electrodes. ALL. REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND AAR. TESTING LABORATORY, INC: REPRODUCTION EXCEPT IN FULL, ., WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATORY, INC, IS .,r.;. STRICTLY. FORBIDDEN. A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 • Phone: (206) 881- 5812 REDMOND, WA 98073 FAX: (206) 881- 5441 Larry McKinney % Aktiva David Bolin ADRESS 217 Pine St., 12th Floor Seattle, WA 98101 ....................... ....,................... .................. .................. est Report No: 8965 Engine. Archltect Mark B. Smith Contriactai S D L Corporation 1.4aLKInney 93-7245 Riverton aeights._.... 14227 Pac Hwy So. Tukwila Chalker Putnam Collins Scott 93-0191 AUG n 4 1993 CCA DEVFZII INSPECTION REINFORCED MASONRY .•.:•: 0.:THEitt$0.01. ()THE El o DLAB o 1:403.:1$.0.0.0011: ................ line 3.8 to 4.4, a line 9.4 to 11.8, (store front) line 6.3 from E to D ( new wall). Witnessed the grouting of existing wall hollow cell for new steel beam anchors. Grout was a site mix. The laying of block has begun on the new wall. SUPPLIER, JS IT DESIGW Si mix No: , . TOTAL. CUYARDS PLACED PifOTE3*0e:iooti:f) AIR ..J:TAMPgPATRNg:19 ,,L.k.:frgAapagowoogi3g.spif.:cpw.pmvpy.pg... BLIUMNaDEPARTAttElitrAPPROVM: c9004:1:0 MAILED: 1 Bufldlng t •:' • • ' • • MIXNO • 710.r. 7151:0Tql# DESIGN'STR GTH:ipstli . .... . . .:140gr"tiptr, IM .................. i,,,MREINFT^tTS,4, Kr4.4.1:AMI,A00.0f)( : :[0:0:01N.SegOTOf.4 ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. 7 Test Report No: 11812 g.....*.ge:1111:211MATEPIIAILIESTIFtEPO A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (206) 881- 5812 REDMOND, WA 98073 FAX: (206) 881- 5441 LarTy McKinney % Aktiva David Bolin 217 Pine St., 12th Floor Seattle, WA 98101 2 222 Cadman 5.5sk NeRtrEA GROUT TARj .4.5,...FALDLONMJP PAIA ROUTED ROUTED 1:20 142 93-7245 Riverton Heights 14227 Pac Hwy So. Tukwila Chalker Putnam Collins Scott . rchitecI Mark B. Smith onttctor S9 L Corpication Larry Kinney 93-0191 07/22/93 RECEVI AU-,:G 3Ot419193 (omivtu TV oEvELoPm Ft T DATCHDATA CUMENTTYPE 1.411 .TICKET NO % AIR SLI 17136 SIGN.STRENOTHI 3000 ::i.sonisogomei:Pgc)..106VON 3EME117.W.OVO:44 FOOTINGS • Footings front of building. ffeRe 7254 Mall Hackett , 222 260 # ;.WATERADPED1 CONFORMANCE '''' 4.1+14,11.14.1 6838 07/29 6839 08/20 6840 08/20 7 6x12 28.27 115020 4070 28 6x12 28.27 116370 4116 1 28 6x12 28.27 116510 4121 1 X Emt LJ xur MAILED 1?• 5/ TIM BARNEY ' Oji.44).a Non ConEomilng ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (206) 881- 5812 REDMOND, WA 98073 FAX: (206) 881- 5441 arty McKinney % Aktiva David Bolin 217 Pine St., 12th Floor Seattle, WA 98101 Test Report No: 7264 Prrnit 93-7245 Riverton Heights 14227 Pac Hwy So. Tukwila Chalker Putnam Collins Scott AUG Mark B. Smith 2 1993 S D L Corporation la:TL Y Larry Kinney 07/22/93 REINFORCED CONCRETE STRUCTURALSTEEL FABRICATION STRUCTURAL. STEEL ERECTON.. :. ........................................................................................................................................................................ OTHER $0001* AUGER CAST FJL1NG GRAD EAMS II cv. o O OTHER:ISPe-. IDS: Footing on front and rear of bldg, and footing for CMU shearwall. Work noted above was performed in accordance with project drawings specs and UBC. Concrete was placed by chute and mechanically vibrated. Cadman IMIgY 5.5sk IGNATRENGTHIPSI) 11812 .LIER . CR. �M .... MAERtMThS DE$IG.N:§31.3.4f1.97:11::(F41.II e4gp.; RATLIFIF iDeo .. ML1TEM$,.A ... 8Q.EQNFOTM4 BUILbIWGbART.PiW/ELPb. „ YES PRPY40: 1 farwwEngnser .. MAILED: 1 ( 36 1. I 4 . AIR TEMPERATURE 1PO4f1) pi TAR: M UMBER , . ... .... .. ..................... sRECTIpRi. Jail Hackett PIN:113PRIN.AP.;1 ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATpRY, INC. IS STRICTLY FORBIDDEN. Cadman 5.5sk REPORTED BATCH 7D(E 11 .TRUCKif Kgr • Test Report No: 11812 «r■-• „ ........................................................................................................................................................................ A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (206) 881- 5812 REDMOND, WA 98073 FAX: (206) 881- 5441 '0000. .......... ........ Larry McKinney % AktIva David Bolin 217 Pine St., 12th Floor Seattle, WA 98101 Owner Pemk No 93-7245 Riverton Heights 14227 Pac H o. —..e.,„ Tukwila A I P Chalker P 0 oilins Scott Mark B. • 1 - S D L Corporation ey :ip#04 07/22/93 1 P.f.4.4.0gTO T.. .... oths FJ•XBEA ero$ GrOUTEP JNGRUTED 1:20 142 17136 3000 4:40MiESLUMP SREONPATIMIT . . ........ SLAB Footings front of building. MARKS .UAL 517 1425 434 3.444 2015 260 # M . AD • Of WORK 111AFRig. ........... 7254 Mall Hackett R.40ivikESTYPEVCOtht;.. , .... .......... .. ... ......... .1telasinsPe PONFORMING TWordokrdRighid0111 TEDP. 4070 1 1 1 ALL REPORTS ARE CONSIDERED ONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. 08/05/93 12:18 • FAX 206 623 3897 (F X31• JIBS ARCHITECT CTTY OF 'TUKWILA. 6300 SOUTUCENTER BOULEVARD TUKWILA, WA 98188 'h RSVIISEON SUBMITTAL * DATE �'�� I✓ PROJECT NAME ADDRESS CONTACT PERSON ..-, ARCHITECT OR ENGINEER PLAN CHECKJPERMIT NU = ER PHONE 02b ;.J" ._1,13 -01.11 TYPE OF REVISION: 41 r f ►l- _ [001 SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date re‘tisions. SUBMITTED TO: �/L /I.-►' L�JC�(`�; ��J AUG 41E4 e6,41601r,ird, RECEIVED 0 5 1993 Cua;'•iUNITY DEVELOPMENT 08/05%93 12:19 FAX 206 623 3897 MB9 ARCHITECT . r e91-41I, 0 /15 7U '). : :. alposof 1 OF TUKWILA PROVED pub 1'93 4e ' 0�11i 81.11 D '�G rm 0a2 ISION CR(VED Cl OF TUKWILA I 45einOC`f G ‘itPi'ZIIp*AUG 5 1993 ER c CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 DATE _62:16 /3 PROJECT NAME ADDRESS CONTACT PERSON ARCHITECT OR ENGINEER PLAN CHECK/PERMIT NUMBER %9. "-1116/ ' 13T1-AL CITY RECEIVE TUKWILA JUN 1 5 1993 PERMIT CENTER TYPE OF REVISION: Alf3 63 L I D "cPae.cevEr) /I atiA Exir ' 2N Oa 6",9 m412.. -- Eqoass PAN 75 SHEET NUMBER(S) "Cloud" or highlight all areas of revisions an date revisions. SUBMI1TbD TO: 40A/ City of Tukwila John W. Rants, Mayor Department of Community Development Rick Beeler, Director July 29, 1993 Jim Riley SDL Corporation 3150 Richards Road SE (98005) P.O. Box 1685 Bellevue, WA 98009 Re: Your letter, dtd 7/28/93, Subj: Structural Roof Nailing Inspection, Riverton Heights Retail Center, Bldg Permit No. B93 -0191 Dear Mr. Riley: Based on your above referenced letter, and letter from Mr. Weatherholt, authorization is hereby granted to substitute roof nailing inspections by City of Tukwila inspectors with inspections conducted by the Weatherholt and Associates company. This authorization is subject to the following conditions: a. This is a one time authorization and should not be taken as a blanket authorization for any future projects. b. Call for initial meeting between City building inspector and Weatherholt representative prior to start of roof construction to coordinate inspection requirements and reporting procedures. c. Draft copies of inspection reports shall be left on site by the special inspector for review by the City's field inspector. 'd. Copies of the finalized reports should be forwarded to this office as they are prepared. e. A final report from the Weatherholt company, certifying that the roof was installed in compliance' with the approved plans, will be required prior to your calling for a final inspection of the project. 6300 Southcenter.Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 4313665 - • • Riley Ltr, 7/29/93 Page 2 If you should decide not to have Weatherholt & Associates do •the roof nailing inspections please contact, me prior to the • start of roof construction. Sincerely, Building Official cc: Weatherholt & Associates 8044 118th Ave NE P.O. Box 816 Kirkland, WA 98083 JVL- -28 -93 WED 8:51 SDL (O0RPORATION SDL CORPORATION Affiliated with McCarthy Building Companies 3150 Richards Road SE (98005' PO Box 1685 Bellevue, WA 95009 Tel 2061649 -9000 Fax 206/649-5500 July 28, 1993 Mr. Duane Griffin Department of Community Development City of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 Re: Structural Roof Nailing Inspection RIVERTON HEIGHTS RETAIL CENTER Buildin Permit No. 893.0191 bear Duane' FAX NO. 6495500 P. 01 RECEIVED JUL 2 71993 CUMiVIUM 1 Y DEVELOPMENT REcEiv JUL 2 B 1993 cuTY DEVELOPMENT After discussions with your field Inspector, we are writing this letter to request that Wetherholt & Associates (project roofing consultant) be authorized by you to perform roof nailing inspection on this project. The daily sequence of the work we have to perform is as follows: 1, Remove existing roofing (only enough that can be re- roofed that day) 2. Perform perimeter structural nailing 3. Nailing Inspection 4. Reinstall roofing Our concern Is that your Inspectors will get busy and not be able to get to the protect In time to allow the roof to be reinstalled during a normal shift. Because Wetherhoit will be on -site during the re -roof, having them do this inspection would allow us to continue the work in sequence without delay and would keep your inspector from having to commit to a certain Inspection time. We would still call in each morning to advise you that we will be performing this work, but if this system is acceptable, we will not have to wait for your Inspector to arrive prior to re- roofing commencing. Wetherholt has been authorized by the City of Seattle to perform this function on several past projects. In talking with your field Inspector, he suggested that your people can show Wetherhoit In advance what things to look for. Wetherholt can fill out daily inspection reports that can be forwarded to your office. This process has been reviewed with Chalker Putnam Collins & Scott, the structural engineer of record, and is acceptable to them. Wetherholt has sent under separate cover to you a letter agreeing to perform this work. JUL -28-93 WED 8:52 •r SDL OORPORATION Mr. Duane Griffin July 28, 1993 Page Two FAX N0. 549e. 00 Please advise us if this procedure is acceptable. Our current scheduled start for roofing work is August 16, 1993. Should you have any questions, please call. Sincerely, SDL CORPORATION m Riley Project Manager P. 02 , W E T H E R 1-1 O L T A N D A S S O C 1 A T L' S, P.S. City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, Washington 98188 Attn: Duane Griffin Ref: Structural Roof Nailing inspection Riverton Heights Retail Center Building Permit # B93 -0191 Gentlemen: RECEIVE : - JUL 2 81993 COMMTY DEVE OPMENT July 27, 1993 930406a As discussed in the attached letter from SDL, Wetherholt and Associates is available to perform nailing inspection of the decking with oversight supervision by both the City of Tukwila and the structural engineer on the Riverton Heights Retail Center project. We have performed similar inspections for Seattle School District, (Hamilton Middle School, Columbia Elementary, and others), Edmonds School District (Brier Terrace Middle School, Madrona Middle School, Lynnwood High School Gym and Commons), Lake Washington School District, Wilder Elementary and others), Northshore School District, (Kenmore Elementary, Junior High #5, Elementary #17, #18, and #19). Jurisdictions have included Seattle, Lynnwood, Snohomish County, King County, and Brier. Generally, reports are sent directly to the appropriate jurisdiction directly after review by the inspection supervisor. If you wish draft copies of reports to be left on the site, we can make arrangements to do so. Thank you for the opportunity to be of service. If you have any questions, please do not hesitate to call. Resp Ily Raym. ' d C. Wetherhol P %CPRG Co. Iti g -€ngin = = oofing Consultant President Wetherholt and Associates, P.S. cc:. SDL, and David Bolin 8044 1 i$tl, Avenue N.L. • P.O. BOX 81(i Kirkland, WA 98083 206- 822 -8397 FAX 822 -78951 R O B E R I A S S O C I A T E S CONSULTING ENGINEERS July 13, 1993 City of Tukwila 6300:Southcenter Blvd., Suite 100 Tukwila, WA 98188 A PROFESSIONAL 1000 NORTON BUILDING 110 SOLE I HOTEL STREET SERVICES 801 SECOND AVENUE SUITE 202C CORPORATION SEATTLE, WASHINGTON 09104 HONOLULU. HAWAII 96813 TELEPIIONE:(206)021 -1803 TELEPIIONE,:(808)533 -0609 FAX: (206) 621-9740 FAX: (808) 545.2200 RECEIVED CITY OF TUKWILA JUL 1 4 1993 PERMIT CENTER Attention: Duane Griffin Reference: 93 -T- 08/93102 -03 (Riverton Heights Retail Center) Dear Mr. Griffin: We have received . information on, the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code. We have no additional comments. Enclosed are the. drawings and calculationsfor.,your use. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC , P.S. Crystal.Kolke CK /jw:3 cc: Mark B. Smith, Architect 1411 Fourth Avenue, 1/1002 Seattle, WA 98101. R O B E R T FOSSATTI A S S O C I A T E S CONSULTING ENGINEERS July 12, 1993 A PROFESSIONAL, 1000 NORTON BUILDING 116 SOUTII HOTEL, STREET SERVICES 801 SECOND AVENUE SUITE 202C CORPORATION SEATTLE, WASHINGTON 08104 HONOLULU, HAWAII 00813 TELEPHONE: (200) 021 -1803 TELEPHONE: (808) 533-6609 FAX: (2061 621-9740 FAX: (808) 545 -2200 City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Attention: Duane Griffin Reference: 93 -T -08 /93102 -03 (Riverton Heights Retail Center) Dear Mr. Griffin: We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code. Our comments follow. 1. Call out special inspections on the drawings as required per Section 306. Itemize the inspections to be performed such as for concrete, reinforcing, welding, etc. 2. Section M /S1; clarify the embedment length of bolts at the top.of the masonry shear wall as required per Section 2406(h)1. We do not find Ithe change to this section. Please have the applicant :respond to 'the above: comments in itemized letter form and resubmit two•copies of revised drawings and one copy of revised calculations, as required. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC.,P.S. Cry tal Kolke. CK/ jw: 2 cc: Mark B. Smith,.. Architect 1411; Fourth Avenue, #1002 Seattle, WA 98101 RE CE N E D JUL 1 a 1993 DEVELLW IVI ENT R 0 B E R T FOSSATT[ A S S O C I A T E S CONSULTING ENGINEERS July 2, 1993 A PROFESSIONAL 1000 NORTON BUILDING 116 SOUTH I IOTEL STREET SERVICES 801 SECOND AVENUE SUITE 202C CORI'ORATION SEATTLE, WASIIINGTON 08101 HONOLULU, II AWAII 90813 TELEPHONE: (200) 621.1803 TELEPHONE: (808) 533.0090 FAX: (206) 621-9740 FAX: MOM 54 -2200 City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Attention: Duane Griffin Reference: 93 -T- 08/93102 -03 (Riverton Heights Retail Center) Dear Mr. Griffin: We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code. Our comments follow. 1. Call out special inspections on the drawings as required per Section 306. 2. The calculations evaluate the shear forces in the roof diaphragm; however, the drawings do not indicate the new or existing construction of the roof diaphragm. Clarify the drawings. a) If the actual construction is not as assumed, the structural engineer will need to be notified for possible redesign. Therefore, provide a note on the drawings indicating the assumed construction (3/4" ply- wood, unblocked, 10d at 6" o.c. nailing, plan layout, etc.). b), The calculations show zones of the roof diaphragm which need increased shear capacities. Revise and clarify the drawings to show this. Page 17 of the calculations indicates that the maximum allowable shear in the plywood roof diaphragm is 320 plf. Verify actual construction with values in Table No. 25 -J -1. 3. Section M /S1; clarify the embedment length of bolts at the top of the masonry shear wall as required per Section 2406(h)1. 4. Provide a detail .of the connection of the masonry wall along Grid 6.3 to the 6' -0" x 6' -0" footing pad to resist uplift forces. 5. Show compliance with Section 2407(h)4F(ii) at all conditions regarding termination.of shear reinforcing in masonry walls. ..RECEIVED JUL 0 6 1993 COMMUNITY DEVELOPMENT 93 -T- 08/93102 -03 (Riverton Heights Retail Center) July 2, 1993 Page 2 6. Page 20 of the calculations evaluates the column loads at new openings in CMU walls along Grid A. a) Provide calculations to show adequacy of 3/4" diameter bolts at C12 channels. The calculations show new 3' -6" x 3' -6" pad footings at TS columns. The drawings do not show these new footings except at the end condi- tion, please explain why. c) Clarify drawings at new TS columns. Section W /S2 shows the condition where the TS column extends to the foundation. What happens at the columns that bear on the 2' -0" high existing CMU ledge? Would a section similar to X /S2 apply? Clarify drawings and show adequacy. 7. Provide a detail of the connection of the new 2 -C15 x 33.9 channel support to the existing column at Grid D4. Show adequacy of the existing column and foundation. 8. Section cut R /S2 is shown in the northwest corner of the building along Grid E, Sheet TI 3. This should be R /S1. 9. Call out the bolted splice connection at the existing GLB on the west end of the shear wall shown in C /S1. Also, clarify how collected shears are transferred to the new shear walls on Grid A and provide supporting calculations. ,Please have the applicant respond to the above comments in itemized letter form. and resubmit two copies of revised drawings and one:copy of revised calculations, as required. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Crys al Kolke CK /jw:1 cc: Mark B. Smith, Architect 1411 Fourth Avenue, #11002 Seattle, WA 98101 City, of Tukwila Department. of Community Development John W. Rants, Mayor Rick Beeler, Director June`3, 1993` The. Mahan Partnership Consulting. Engineers 1200 . Fifth Avenue, Suite 1910 Seattle, WA 98101 Regarding: 93 -T -08: Riverton Heights Retail Center (B93- 0191) Please do structural review per U.B.C., 1991 Edition. Sincerely, 6300 Southcenter Boulevard, Sulto #100 :• Tukwila,' Washington '98188 ax'(206).4313665;1 Notepad: RIVHTRET. -. CALL FROM MARX SMITH;(ARCHITECT).FOR RIVERTON HEIGHTS RETAIL CENTER B93 -0191 DISCUSSED CODE ISSUES TO BE RESOLVED. 1. NEED DRAFT STOP ABOVE CEILING OF• BARTELL SPACE <. 9000 BQ.FT & < 100.FT,BETWEEN. 2. DETERMINED USEB.OF .. REMAINING SPACES &.MEZZANINE LEVEL, LARRYVS•TO MAINTAIN. 3. CENTER SPACE' WILL NEED A SECOND EXIT TO `MAAE LEGAL.:.4 CORRIDOR' DEVELOPED TO SERVE.A8 SECOND EXIT FROM ALL SPACES"I8 A "DEAD BND "'CORRIDOR..NEED TO REVISE PLAN. 5." EMERGENCY. EXIT LIGHTING NEEDS TO BE SHOWN, 6. STRUCTURAL PLANS SENT TO MAHAN 6 /3/93. ARCHITECT TO PROPOSED.SOME SOLUTIONS TO SECOND'EXIT PROBLEM BEFORE RESUBMITAL. 07/07 %93 09:38 $`206 383 1557 CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 98402 (206)3832797 INCORPORATED 1969 ❑ MEMO ❑ CALCULATION ❑ MEETING MINUTES ❑ TELEPHONE RECORD ❑ PROJECT JOB NO ° �=�" ©� CO DATE' BY: 174e. SHEET. of rrAt 41.2. fir- 3s i2)/ L44L4- D� ;.x(727 -1- Post -ItTM brand fax transmittal memo 7671 I # of pages ■ A, Tb ma1z< Frurt1 ;,,,,,,,, Co. M'V_ zr� Co. Gt?G Dept. Phone # Fax #652 - .5(Er.., o\ Fax# 147 616f.cuire 0o4 /a . . I(aPr.--r.go JUL7 1993 ,,JERT FOSSATrl.JS50. 72075 ", = U ,l/ >. 612 20,7 .it: 5 /Z-1) )i(c.,.c';].aT' M41.. `T?IoUTA2` 1519! .�. -1;4:27 ry. I 4477c3 I • ............ 07/08/93 17:12 'C "LULU 3253 CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 930 PACIFIC, SUITE 200 TACOMA, WA 98402 (2061383 -2797 INCO(ZPORATEO 1969 1667 CPUS Engineers Q MEMO ❑ CALCULATION o MEETING MINUTES 0 TELEPHONE RECORD ❑, PROJECT. JOB NO.: DATE :_., EIY: SHEET 5— ti UU( /UU? 93 —4,742 tr027-014 4�,6+4-rS of i 7 . 1...., ....� ....... 1 r wo 4..FilL t- :_.1477,.•_ .._. i_._.. 1 E•A 14711\4C/ G12jL'3C) • . 4 1Z. • ` •1 • I • 993-_ _...._... . • • c Pep e PAISSATT.1 •n §SOC Rema1/4.1 FLAII\AE. i. W — i; • ..:•.....i.... 'C(3X 33,,3._.:ii;:. evNuECflo(,! Gd. at-P. 1, t .G:...; : -. : ' i CHALKER PUTNAM COLLINS & sCoi r 'CONSULTING STRUCTURAL ENGINEERS 95050UTH FAWCETt; SUITE 301 TACOMA, WA 98402 006) 3834797 ' INCORPORATE," 1969 o MEMO O CALCULATION 0 MEETING MINUTES o TELEPHONE RECORD o PROJECT �IVggic% IC�1 -ii � • JOB NO DATE: BY: tC,A4 SHEE1! / - 0f I • T (J Crxe.- 5=7')CskJ.a �� Z 'Pe. geon .1 ln��G 4 Gdf ac,2.' 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Co ,4 7'7A/ ;Qrz:PCP = i5750 — /61:P2 G/04C17 V. . -- 5107 .. 8277 #. , - lrva S IA/ ,40� • .: ao C! .)/, 3 .cozs)0010 = SS75.P4 (2••25-.)- �2so Z..24.100 :.. .. ; Z..24.100 2,24xz, -- /e4,2 = . %.4}527.. . u 1 I UV i OU 1t .1V thJiV(/' UUU CHALKER PUTNAM COLLINS & scoNS1 i CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 96402 (206) 3634.797 INCORPORATED 1969 v1v4.1 Llitb.L AACti 01 O .......•.. .,....•. ...ayylV1iUiv4i O MEMO O CALCULATION ❑ MEETING MINUTES O TELEPHONE RECORD 0 PROJECT, JOE NO: DATE: fir. ' =a6 C1 SHEET 3 of NE 164-trb 4 .. 3$23) Sea = .. .. .25=0` 'SCc7 fit)'? Jr! / t4,4 Nerig tl .Q4) . ._ .: a8?s0 / 3 /vqi =.. I5" /GYn ' /4A7 'fin,1/*4- ,e .-re, /41/... • .u:ii QZUb'3ts. CHALKER PUTNAM COLLINS & SCOTT '' CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, INA 98402 1106) 3834797 INCORPORATED 1969 ' urub ramineers' O MEMO JOB NO.: O CALCULATION DATE. O MEETING MINUTES BY. O TELEPHONE RECORD SHEET. 01 5- O PROJECT tgJ UUOi'UU 1 ' Gee.uti��S . fr-r sxL! X.! /yEl.` c . TA t.tc.d2. e.AP/1c cr 77r.)14*... _ . •�. ,V 1 504 A/ • t eta- /5 - ‘.0 Fr an(4',02,•( WALL GALS MAA Goc.uMM e :. 7IN6 p FRO') W„ IA a041.) 6 es PLP CaSi,F . /40l0'leo FRINCPALS Raymond L. Chalker, P.E. Daniel D. Putnam, P.E. lames H. Collins, P.E, Donald R. Scott, P.E. David 8. john on, P.E. Cr"re 1.° juN 0 4 1993 ThE MACOHAN NSULTING PARTENGINENERSERHI S P, INgTRUCTURAL CALCULATIONS FOR RIVERTON HEIGHTS TUKWILLA, WASHINGTON CHALKER PUTNAM COLLINS & scan CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 98402 (206)383.2797 FAX 1206) 383 -1557 FOR MARK R. SMITH, ARCHITECT Prepared By CHALKER PUTNAM COLLINS &'SCOTT, INC. May 26, 1993 J93 076 ASSOCIATES l,a.% 10,•, knm, 1'1 4ar,,i, A. (0,0,1„ rf I:n hard ti,. c )rho, 4. 1'.1 lac I, I. l'mkmcf. Ili STRUCTURAL ENGINEERS bill I. 1lam,. lran \,ln Halm. ( 1 CITY OF UKWILA MAY 2 8 1993 PERMIT CENTER CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 98402 C206)383-2797 INCORPORATED 1969 ❑ MEMO ❑ CALCULATION ❑ MEETING MINUTES ❑ TELEPHONE RECORD PROJECT 21ve2-bi l dr% JOBNO.: BY: X41 SHEET. of S� 13,E LA-raA L, an.Al- ' � y tAlIND . - 4.60Z O-/5" Ze)F D•7Z� 25� , L /.O D -7'1` w.5fc. I�I M SpEJ saxnc rte= o. &zClohLb t, (/ ) i71-* -n? d ,sr' D,G7 66o.7) I.? G /.0, � /i74 20A-1- P= an 6604) 1,d) ,0 / (16;;Y)0,7 AID) /4oarµ LoAr;> -RUC ,AE-""g 4 b u s 7 L4 ?) 000) /4, .. /4 ,ac) 4-:5-4f>171/ = 22x22 ... T -1 (,01)(YA CHALKER PUTNAM COLLINS & SCOT!' CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, W190402 (206) 383 -2797 INCORPORATED 1969 ❑ MEMO ❑ CALCULATION ❑ MEETING MINUTES ❑ TELEPHONE RECORD PROJECT. 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Ci n 2� 7S r y9� �i.193�) CHALKER PUTNAM COLLINS & scan - CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 96402 (206) 353.2797 INCORPORATED 1969 ❑ MEMO ❑ CALCULATION ❑ MEETING MINUTES ❑ TELEPHONE RECORD PROJECT: 2Net Lrv1-+ LIE '64 R5 JOB NO' DATE: SHEET 3 of 5fr-iri Pt-jr ! oA PI 1,1 C7 ,'a)P its : z/Li L /f/ /,J4 k. /,Ji 910G-2e7i zCd) 6 /z C/P') z /6'4 0o)8 /Z 32.0 • c 77092e/) = /O600Z_ 7?0 %'2q r Gcwr.5 ;/v4 CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FiWVCETT, SUITE 301 TACOMA, VW 98402 (206) 383 -2797 INCORPORATED 1969 ❑ MEMO ❑ CALCULATION DATE: o MEETING MINUTES BY: ` ,AG-1 ❑ TELEPHONE RECORD SHEET: of PROJECT: raN E2"uN L1 E, IG 1- T rj JOB NO.: GASH �. 4 .. . 44E. Iva ! /4 ,P1)(1.J D 21/ I°,l,ell i' 1-- EN!3 ag CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 96402 (206) 383.2797 INCORPORATED 1969 O MEMO ❑ CALCULATION O MEETING MINUTES BY ❑ TELEPHONE RECORD SHEET, 6 0 PROJECT JOB NO• DATE: (7,\ CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 98402 C206) 383-2797 INCORPORATED 1969 CHALKER PUTNAM COLLINS & SCOT!" 0 MEMO 0 CALCULATION DATE' 0 MEETING MINUTES BY: 0 TELEPHONE RECORD SHEET 62 of 2-5— 0 2 t x—rc, 4E td.-1-rr5 PROJECT JOB NO e'R rp-0-1-1-1,1Au, • ,,, ,, • • 1;411 ,r1-1 4.151a-11 % Gee.5Q 61e00,e- 0.11.1-1Eitg: . 141.1 o,A41 Gip411 154- =1Ea.5-7 Rol • i•ZO 01?5/ 10, 7 540-1 . *-7 , I&I I 6i, . 1,20 0,95V 10,7 7t 7,7 id • I,c13 aze,0 rac$2- g.e,c4, 100 5300 1 IQ F-5( 44e-A*2-4 ig-1-91eA0- •z! 11%' --(4P.15425) Ar Mhimorq 01454-61-15AR" 2Z,/, v1 • • ' CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 96402 =Q3834297 INCORPORATED 1969 o MEMO o CALCULATION o MEETING MINUTES o TELEPHONE RECORD 0 JOB NO. DATE: BY• SHEET. 1 of 5 -c.. 1 C.7 PROJECT`. 0,4171(.20)47lso� • F-7 _ . /0 C4//)7/2-- . -. Pft: tee, /a5)47 i/s07 623-7 714q CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 98402 (206) 383.2797 INCORPORATED 1969 ❑ MEMO ❑ CALCULATION ❑ MEETING MINUTES ❑ TELEPHONE RECORD PROJECT! JOB NO.: `' 3 --c- i LO DATE: SHEET. (p r' I. w I,i. &j-. D. LI74 cz°) /lo C /moo) /G /i) /.V(/6J e,7! (d) 4- z n , a 0 ) -r- / 2 (0% a e3 l Too M1Ax *opt r?- ueG 1044 3. F047/4/637 Fs lootyr" or CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, VW 96402 1206)3812797 INCORPORATED 1969 O MEMO JOB NO. a3-p� �O O CALCULATION DATE: O MEETING MINUTES BY: O TELEPHONE RECORD SHEET r of O. PROJECT CHALKER PUTNAM COLLINS & SCOTT •: CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, KA 96402 (206) 383-2797 INCORPORATED 1969 0 MEMO JOB NO.: O CALCULATION DAM: 0 MEETING MINUTES BY: 0 TELEPHONE RECORD SHEET 2 of 5'3 0 PROJECT g41-4, LetkL, 1A 0,07q 64:31 1069)) .../ 40747 fa:mP /47 61) q2:37-71•& ./$5 /sa/o) ,;.) ale-pie.20%) /0&70 (5) "Zif Ot7 Pr . /Z/70.e7,0 6,?Fri MAX /40,70 22 2676p Sze-> 145) FG r,1;4.111.17-7 0;77-* /i3e,o7CPL:5 • CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 96402 (206)363.2797 INCORPORATED 1969 O MEMO o CALCULATION ❑ MEETING MINUTES O TELEPHONE RECORD 0 PROJECT. JOB NO.:. DATE: 43 -c27Lc, BY: SHEET / of 5-5 2 L1'E- •boL w L ,1Ai.1- = /4/47 `iIit S E,d!2 -. .1)% _ r (,I 1/4A-l.1, = M'fiZ35*>" A.Lo t1 6/0e i4/ oKiL1 4( LI*1016 1, woo Isv, koF �►— Difp0127)-4-gieezzo0/.yo vivz: g &78 3/, r. • t • 74107 0 OPC2�� 7a5.5 /15a ...lo X .- /l/ ..../tD'OPaPr'. ;..__, CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 98402 0206) 3832797 INCORPORATED 1969 o MEMO O CALCULATION ❑ MEETING MINUTES ❑ TELEPHONE RECORD O PROJECT, JOB NO • 9"2-, -e=>*7� DATE: BY: SHEET of S. Fy W T}k i GF'� ll CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 96402 006) 3632797 INCORPORATED 1969 ❑ MEMO ❑ CALCULATION ❑ MEETING MINUTES ❑ TELEPHONE RECORD ❑. PROJECT; JOB NO • Q DATE: BY: SHEET �� (>,'/77/1,'A CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETP, SUITE 301 TACOMA, VVA 98402 (206) 3832797 INCORPORATED 1969 O MEMO O CALCULATION O MEETING MINUTES O TELEPHONE RECORD 0 PROJECT. ,IOB No • 9 =a -='1(d' BY: SHEET of 5% CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 96402 0206) 3832797 INCORPORATED 1969 O MEMO O CALCULATION ❑ MEETING MINUTES O TELEPHONE RECORD PROJECT JOB NO.: SHEET • ' • • • " • • • , • • (-) ••■••■■■• • CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 96402 (206) 363-2797 INCORPORATED 1969 0 MEMO 0 CALCULATION o MEETING MINUTES • JOB NO • `:::1" --c)1 Lc, DATE. 0 TELEPHONE RECORD SHEET of PROJECTS CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, VW 98402 0061383 -2797 INCORPORATED 1969 O MEMO O CALCULATION O MEETING MINUTES O TELEPHONE RECORD O JOB NO.: DATE. BY. SHEET. / 01 r7� PROJECT 4U 7 4'1,4zAc,M 111NP EZ4-,/z3 IH3 PLF C.4-b so Cz-n 2.„--1 $1) ceo • 7,5 ?L /fin ?L-? IA/ 1oa a a . Iki Z motnIt.1AC.. FRAMtM C1 - 320 PLF MA* 1 -Ie.ae_. 2 t�z� Zv 9, /!p CHALKER PUTNAM COLLINS & SCOTT • CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, VW 90402 0206) 383 -2797 INCORPORATED 1969 ❑ MEMO JOB NO.: 3 -t=r7 Co ❑ CALCULATION DATE' ❑ MEETING MINUTES 6Y O TELEPHONE RECORD SHEET: C2:1 of S� PROJECT; CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 98102 (206) 3032797 INCORPORATED 1969 D MEMO O CALCULATION D MEETING MINUTES D TELEPHONE RECORD PROJECT. JOB NO.: DATE: BY: SHEET � of 5� MIS • CHALKER PUTNAM COLLI NS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 96902 (206) 383-2797 O MEMO O CALCULATION O MEETING MINUTES O TELEPHONE RECORD 0 JOB NO.: DATE: SHEET ?0 of __,� INCORPORATED 1969 PROJECT. Pt."- ioL4/z) /z 0/v tALaAL- vi- r— es C0,4i50 f 9(e )lE0 = "47 i5/. pG 4eitiPPY44 =-25-45)4. 2290 �I.F 141014x! 7210‘11)4/".." j 3 *. F- ��fto�,r G�z l9 e 41, U C') 612 )( 2o.1 /M3 `1M cat., gP ` l.t�F.- �'?� X l(c). "- [ ` ,v e- c_. 2.r tl 7&S) *a R- : I.a - y 4Le. F O\ 6(nixi-A CHALKER PUTNAM COLLINS & SCo1 -r CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, NIA 98402 006) 3832797 INCORPORATED 1969 ❑ MEMO ❑ CALCULATION ❑ MEETING MINUTES ❑ TELEPHONE RECORD PROJECT JOB NO.:_. Cf ATE: BY: SHEET 7 S a.1-i' I I.A I,L alwMIG is , ?s = 1 PSi _: I.SAU- c7 a 4� I�I y L7 • ea, VIAND for. \'i i��.l'j 1.514i CIa -/� - t�C �g -►µ> ?c.- 9e.- coOr')= 39. "Pc.F t-r•9 = 3G s Le..)-1G-r# a FGA ca.3o L I , ^1 Xf �7 65-7/%120-1- ,Al.lcKla = '-Fc ,S> «-'L) \ 5 6.27. ,0,:=)c).. c�rG- 92oAa, ...- 75'S2uT' GAP/v 1W = ea 133 CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAW CETT, SUITE 301 TACOMA, WA 98102 (206) 383.2797 INCORPORATED 1969 O MEMO ❑ CALCULATION ❑ MEETING MINUTES O TELEPHONE RECORD O PROJECT. JOB NO.: DATE. BY.. SHEET, Z of �� CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, MG■ 96402 (206) 383-2797 INCORPORATED 1969 ❑ MEMO JOB NO.: ❑ CALCULATION DATE. O MEETING MINUTES BY: O TELEPHONE RECORD SHEET �� of 0 PROJECT. G- IRv�s"1"' ems- a1,Ip. . f �v 'T, 5 Cola 1 ("14 X 121 )(3<70 'rya, Go.. CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENCINEERSO 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 98402 (206) 383-2797 INCORPORATED 1969 O MEMO ❑ CALCULATION DATE ❑ MEETING MINUTES BY: �C1 ❑ TELEPHONE RECORD SHEET 2 3 5 of H cantPROJECT, JOB NO. 13 001/4211 u r� Gttt' eat.i.vANI J CHALKER PUTNAM COLLINS & scan CONSULTING STRUCTURAL ENGINEERS 950 SOUTH F WCETT, SUITE 301 TACOMA, WA 98402 (206) 383 -2797 INCORPORATED 1969 f] MEMO JOB NO. q°2 o CALCULATION DATE: ❑ MEETING MINUTES BY: bf�i ❑ TELEPHONE RECORD SHEET Z 34 of O PROJECT gx37.144 "r h. CoL CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 98402 (206) 383 -2797 INCORPORATED 1969 ❑ MEMO ❑ CALCULATION ❑ MEETING MINUTES ❑ TELEPHONE RECORD PROJECT JOB NO' q � C° DATE' BY; SHEET. Z of 5 akt U/��,� ct-D E�21D .1 �,` +�N Grzly s`1*7 IDG4� _ 40 PLP IOO CL) - eaC C 61t) V'-:) e,v • CONSULTING STRUCTURAL ENGINEERS 950 SOUTH P WCET I SUITE 301 TACOMA, WA 96402 (2o6) 383.2797 INCORPORATED 1969 PROJECT CHALKER PUTNAM COLLINS & SCOTT O MEMO O CALCULATION ❑ MEETING MINUTES BY; ❑ TELEPHONE RECORD SHEET. S- of 0 —o-1� JOB NO • DATE: 62)344-114` NIA aarr , E -r ta. col* Y4. 1 1 CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 930 SOUTH FAWCETT, SUITE 301 'TACOMA, W' 98402 (206)383-2797 INCORPORATED 1969 ❑ MEMO ❑ CALCULATION ❑ MEETING MINUTES ❑ TELEPHONE RECORD JOB NO• r't"�'-CV'7 C.s SY: SHEET: 2 6O of PROJECT lormemamma e III °iG --1-- MG15)( 33•ci 1 I: ►i CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCEIT, SUITE 301 TACOMA, NA 98402 (206) 3832797 INCORPORATED 1969 O MEMO o CALCULATION ❑ MEETING MINUTES ❑ TELEPHONE RECORD O PROJECT. JOB NO.: 4q 4.0 DATE: BY: SHEET. 11 of 5 AA`r 4� di'Eh11.> l NG-i '?.4 G N. F,RAGE `*-Attar oremkt!N!61 (il .f'1 =c3. 1�, Csa -� >k - Vic. I -► �� t l tg) C�> ccob 14S- C72:) ri.9 z .5raac. E. n , A*/i (2 CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FANCETT, SUITE 301 TACOMA, WA 96402 (206)3832797 INCORPORATED 1969 0 MEMO O CALCULATION 0 MEETING MINUTES O TELEPHONE RECORD 0 JOB NO' 3 —r cc, BY: SHEET of 5 PROJECT CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 96402 6) 383-2797 INCORPORATED 1969 0 MEMO 0 CALCULATION 0 MEETING MINUTES 0 TELEPHONE RECORD JOB NO. DATE' SHEET of PROJECT. - Ge,t414EGT1- V61 • s ' vro I e/o7k rez. rirr 01.••■•■ 1" Cot, t. 51 W11,14 0,14x T (es" ax/x7r114 I 1 ti • r35. I rier11,6 Jf (AZ. GMLI • 1- 1.4444.■ L CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 96402 (206) 3834197 INCORPORATED 1969 0 MEMO JOB NO.: 0 CALCULATION DATE. 0 MEETING MINUTES BY: o TELEPHONE RECORD SHEET: of 0. PROJECT Ar291-not4 Ti i .1 ILIA Li; • -nruci _151.11.1 6112,, 1,11 dl Vict, NA'5 GIZ )(20,1 . . . • .6R.a.rr Le)414 .c 4e IKIre) EikigriP&/ et-la t;1.1p Age. \■-7-751 ccoc. 16»a s3,Afsde jzLf4 16Ai il "- • ■ ; 71- 7-1 L. • -I 5:111frit* • COArr: • ! rfl Foorig61 • • • C2.**) S C.2).*5. 114177 ,(l'r rool1k161 CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, AAA 96402 (206) 3832797 INCORPORATED 1969 OMEMO JOB NO O CALCULATION DATE. o MEETING MINUTES BY. O TELEPHONE RECORD SHEET 19 1 01 0 PROJECT • CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 96402 (206) 383 -2797 INCORPORATED 1%9 ❑ MEMO JOB NO.; "� CO O CALCULATION DAIS: ❑ MEETING MINUTES By O TELEPHONE RECORD SHEET / of 5 O, PROJECT., CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 98402 (206) 3832797 INCORPORATED 1969 €s') &_ nom. 0 MEMO JOB NO' C3 -O7 Cc° a CALCULATION DATE: O MEETING MINUTES BY: O TELEPHONE RECORD SHEET; of �7 PROJECT`. 1410,4% = C..as z/S Gzs) /z .4/4 (2flwd1")j7 )2 = D,711 _ 4/44io ...... SF ENDS bED f Fei 4 r 7 (3wx,)4'/. (29 k/(p)17q cz) t'1,24)1; P�t 1,25)2 -1z- = .'375-' - CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH I'NNCETT, SUITE 301 TACOMA, VW 98402 D061383-2797 INCORPORATED 1969 ❑ MEMO ❑ CALCULATION O MEETING MINUTES ❑ TELEPHONE RECORD 0 PROJECT JOB NO. DATE:. BY. SHEET; C�,.y\J 1,1/ tTRRUPS 44' Ao AtiviazS 4-0 NSTAL. T ?c 2 N^Fla , tnojECr- Coy Mi 1. DOT 1:2c+1 81.c F/1/4.0. 1$ AI-1- swll4 coy.., II II � { 4)- 1 JI 11 •k • r.G6 , our - auT tfr 61 *n X -� •-) CHALKER PUTNAM COLLINS & SCOTT. CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FNNCETT, SUITE 301 TACOMA, WA 98102 f206) 3412797 INCORPORATED 1969 ❑ MEMO ❑ CALCULATION ❑ MEETING MINUTES ❑ TELEPHONE RECORD PROJECT= JOB NO.: DATE; BY: SHEET: .2, of AS .%t4 G014 T4 .T) CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 9S0 SOUTH F, WCETI SUITE 301 TACOMA, VW 96402 0206) 343.2797 INCORPORATED 1969 O MEMO O CALCULATION O MEETING MINUTES O TELEPHONE RECORD • O JOB Na: DATE: Imo: SHEET JC••4'' of rJ` PROJECT CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301, TACOMA, WA 96402 R06) 383 -2797 INCORPORATED 1969 D MEMO a CALCULATION 0 MEETING MINUTES ❑ TELEPHONE RECORD O PROJECT Q3 -c--7 Co JOB NO.: DATE. SHEET: 31 of .56 r WALL- 11 anrl4 4e(444.7-- 146.1 rR ...% Fob \i rr 514E4e, I :s uN Ir stkrA2. 30 l°(.3 o.coH 3.3 9 . SL.'ar . r .9e ( 26 19.-& o i4 2MLoc Ai.v./tx, 10040 ES.a i too 1�1C. SPEGt A L. 11∎1�C.T1ca 4 MRSoNe`{ TA(< AL.L. SN P CHALKER PUTNAM COLLINS & sCO1T CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 90402 0206) 381271 INCORPORATED 1969 • ❑ MEMO ❑ CALCULATION o MEETING MINUTES ❑ TELEPHONE RECORD 0 PROJECT. Joe No - o `7 C., D rE SY. SHEET. 5 46 CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FANCETT, SUITE 301 TACOMA, VW 98402 (206) 3832797 INCORPORATED 1969 n MEMO JOB NO' n CALCULATION DATE: n MEETING MINUTES BY: n TELEPHONE RECORD SHEET n PROJECT 93 -07C.0 P9 of 6.5 • t:7 CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 96402 (206) 383-2797 INCORPORATED 1969 >GAS� 1.1AI•1-- Cot.LrjN O MEMO JOB NO.: CR ."Ibl (O O CALCULAfON DATE O MEETING MINUTES EN: O TELEPHONE RECORD SHEET: 40 of S3 O PROJECT: 1.44D/AG7 691-1- = (2 s R�A✓-no1� = 1511 C ,S: /z 57'7 .P4 a.: 545 6i) 41- 3 %z- 3331, 5Ai GPPAc ri4 CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 96402 (206) 3832797 INCORPORATED 1969 0 MEMO D CALCULATION 0 MEETING MINUTES 0 TELEPHONE RECORD 0 PROJECT JOB NO.: CI' � "0.7 (a DATE' SY: .SHEET 4 of rJ� CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH F WCETT, SUITE 301 TACOMA, W198402 (206) 3832797 INCORPORATED 1969 o MEMO o CALCULATION O MEETING MINUTES O TELEPHONE RECORD O PROJECT JOB NO.: DATE. BY: SHEEP I-Z of 5 -.7j .e5%8? •7 N alb E *&q,, Ii lI,`ti�;.:� • &.S •iiD0 IIIE= !: ii, %1Pogr:: .. Fay. %4) fez. 1 C-Yc,av0-r547 420,4 CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 95402 (206) 353 -2797 INCORPORATED 1969 O MEMO JOB NO • O CALCULATION DATE' o MEETING MINUTES BY: 0 TELEPHONE RECORD SHEET "1-3 of S. "7 0 PROJECT, EP�T" l to 6.01-LacroK P�A1t, ,AD = x}{0033/2 C 154) = 150 Pe-F �3o>2 c' x5') .-. 9c2o0 9oce7 6Ai/05•6/4/14). IV,E 5/DE loci = 1063 /∎-i = 71/4 " .1v t I1 hp1641/1t67 , (7/z) L73/4 z Co, 9.7 S•> 711 yFgGi/J 7 642/3) F,z 0,00 CG.) =. V,(o K6i ow?. F = 0,60 ') &G-5/(c.1 c4 = 0.75"-t' .IZS =: 0.e75. . 4:;J1.- 6 - 2604875) -I" -t c ,1 ( (47 A_ CHALKER PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, WA 98402 (206) 3812797 INCORPORATED 1969 ❑ MEMO ❑ CALCULATION DATE: O MEETING MINUTES BY; o TELEPHONE RECORD SHEET 44� of �� CHALKER PUTNAM COLLINS & sco1 r CONSULTING STRUCTURAL ENGINEERS 950 SOUTH FAWCETT, SUITE 301 TACOMA, W198402 (206) 3832797 INCORPORATED 1969 ❑ MEMO O CALCULATION O MEETING MINUTES ❑ TELEPHONE RECORD O PROJECT. JOBNO.: 93Le 1 L BY: 1:176v G SHEET 'f � of GENERAL NOTES A:076GN.DAG These General Notes are to be used as a supplement to the Specifications. Any discrepancies ..-1C,.//5- found among the Drawings, the Specifications, these General Notes and the site conditions shall be reported to the Architect, who shall correct such discrepancy in writing. Any work done by the General Contractor after discovery of such discrepancy shall be done at the General Contractor's risk. The General Contractor shall verify and coordinate dimensions among all drawings prior to proceeding with any work or fabrication. The structure has been designed to resist code required vertical and lateral forces after the construction of all structural elements has been completed. Stability of the structure prior to completion is the sole responsibility of the General Contractor. This responsibility includes but is not limited to jobsite safety; erection means, methods, and sequences; temporary shoring, formwork, and bracing; use of equipment and construction procedures. Construction observation by the Engineer is for conformance with design aspects only and is not intended in any way to review the General Contractor's construction procedures. Standards All methods, materials and workmanship shall conform to the 1991 Uniform Building Code (UBC) as amended and adopted by the local building official or applicable jurisdiction. DESIGN CRITERIA Vertical Loads: Roof Dead Load Live Load Actual 25 PSF*(snow) *Drift Load per Structural Engineers Association of Washington Snow Load Manual. Lateral Forces 1. Lateral forces are transmitted by diaphragm action of roof and floors to shear walls. Loads are then transferred to foundation by shear wall action where ultimate displacement is resisted by passive pressure of earth and /or sliding friction. Overturning is resisted by dead Toad of the structure. 2. Wind: P = CeCgQsl, Basic Wind Speed = 80 MPH, Exosure B Importance Coefficient 1.0 Uplift - Enclosed Roof Areas: Cq = -1.1. Net pressure = P -2/3 (Design Dead Load). Overhangs and Partly Enclosed Areas: Cq = -1.6. Net pressure = P -2/3 (Design Dead Load). 3. Seismic: Zone 3 per 1991 UBC. 1/-17-2W IC w V = Base Shear, Z = 0.3,1 = 1.0, C = 2.75, RW = 6, W = Dead Load of portion of building. Pipes, Ducts and Mechanical Equipment Supported or Braced from Structure: Conform to Sheet Metal Industry Fund & Plumbing and Piping Industry Council Inc. publication "Guidelines for Seismic Restraints of Mechanical Systems and Plumbing Piping Systems ". Sprinkler line attachments shall conform to NFPA Pamphlet 13. FOUNDATION DESIGN CRITERIA Soil Bearing Pressure: 2000 PSF (Assumed) Active Pressure - Restrained: 50 PCF Active Pressure - Unrestrained: 35 PCF Passive Resistance: 200 PCF Coefficient of Friction: .35 All footings shall bear on firm, undisturbed earth or "Structural Backfill ". Areas over- excavated shall be backfilled with lean concrete (f'c =2000 PSI) or "Structural Backfill ". Areas designated "Structural Backfill" shall be filled with approved well - graded bankrun material. Maximum size of rock 4 ". Frozen soil, organic material and deleterious matter not allowed. Compact to at least 95% of its maximum density as determined by ASTM D -1557. Contractor shall exercise extreme care during excavation to avoid damage to buried lines, tanks, and other concealed items. Upon discovery, do not proceed with work until receiving written instructions from Architect. A competent representative of the Owner shall inspect all footing excavations for suitability of bearing surfaces prior to placement of reinforcing steel. Provide drainage around all work to avoid water- softened footings. CONCRETE Concrete: Shall be made with Portland Cement ASTM C -150 Type II or Type I -11, coarse and fine aggregate ASTM C -33, water clean and potable, and shall be ready -mixed per ASTM C -94 unless otherwise approved. Add to all concrete exposed to weather an air entraining agent to attain 5% ± 1-1/2% entrained air, by volume, conforming to ASTM C -260. No aluminum (conduit, miscellaneous items, etc.) shall be embedded in any concrete. Item Minimum f'c 28 Days Max. Slump (Inches) w /outMBA /withMBA Min. Cement (sacks /yard) w /out MBA /with MBA Footings 3000 5 9 5'h 5 Stem Walls 4000 4 9 6 5% Beams and Columns 5000 4 9 6% 6 Slabs & Walls 4000 4 9 6 5% All Other Concrete 4000 4 9 6 5'h At Contractor's option, Contractor may use Master Builders Admixture (MBA) systems or approved equal using Pozzolith or Rheobuild admixtures to produce flowable concrete. Manufacturer's concrete technician shall assist in determining proportions for admixture systems concrete and shall obtain approval of Architect prior to employing this procedure. Place concrete: Per ACI 304 and conform to ACI 605 (305) for Hot Weather Concreting. See Section below for Cold Weather placement requirements. Use interior mechanical vibrators with 7000 RPM minimum frequency. Do not over- vibrate. Concrete shall be poured monolithically between construction or expansion joints. Protect all freshly placed concrete from premature drying, excessive hot or cold temperature for seven days after pouring. Cold Weather Placement: 1. No concrete shall be placed on frozen or partially frozen ground. Thawing the ground with heaters is permissible. 2. Concrete mix temperatures shall be as shown below. Heating of water and /or aggregates may be required to attain these temperatures. 3. The concrete may require protection for 2 -3 days after pouring. If temperatures remain below freezing, insulating blanket coverage is required. If temperatures are below freezing at night and above freezing during the day, kraft paper with complete coverage shall be used. `f-r/5 .,� 4. No additives containing chlorides shall be used. Use "Pozzutec 20" by Master Builders . or prior approved equal. Condition of placement and curing Walls & Slabs Footings Min. temp. fresh Above 30° F. 60 - 55 concrete as mixed for 0 to 30° F. 65 60 weather indicated, degrees F. Below 0° F. 70 65 Min. temp. fresh concrete as placed, °F 55 50 Max. allowable gradual drop in temp. 50 40 throughout first 24 hours after end of protection, degrees F. Non - Shrink Grout: Master Builders "Masterflow 928" or approved equal. Grout shall conform to CRD- C621 -89 and ASTM 1107 -89a Grade B when tested at a fluid consistency per CRD- C611 -85 for 30 minutes. Grout may be placed from a 25 second flow to a stiff packing consistency. Fill or pack entire space under plates or shapes. No grouting shall be done below 40 °F. Dowel Bar Epoxy Grout: Master Builders "Paste LPL or approved equal ". Two part low sag epoxy. Grout may contain quartz sand aggregate as proportioned by the manufacturer. Use equipment which will accurately mix and dispense the components. Hole shall be dry and cleaned with pressurized air just prior to installing grout. The rebar or rod shall be clean and installed slowly, and shall be rotated as it is pushed into the hole. Cold weather grouting shall be done with proper grout formula. First stages of the grouting operation shall be inspected by an agent as recommended by the owner. Attachment of New Concrete to Existing: Where shown, roughen concrete to a minimum amplitude of Y4" using impact hammer. Remove all loose or damaged concrete, thoroughly flush all surfaces with potable water, air blast with oil free compressed air to remove all water. Prepare concrete and apply bonding agent to all existing surfaces to receive new concrete per manufacturer recommendations. Bonding Agent: "Weld Crete" by Larson Products Corp. or approved equal. Prepare surfaces and apply per manufacturer. REINFORCING STEEL, Metal Reinforcement (Concrete): Reinforcing shall conform to ASTM A -615, Grade 60 (Grade 40 for welded bars unless otherwise noted). Detail, fabricate and place per ACI 315 and ACI 318. Splices shall be 24 bar diameters or 18" minimum. Welded Wire Fabric shall conform to ASTM A -82 and A -185. Lap one full mesh on sides and ends. Place at mid -depth of slab, or as shown. Concrete Cover: Provide Concrete Cover over reinforcement as follows: Concrete poured directly on earth Concrete poured against forms and exposed to weather or earth #6 & Larger Bars #5 & Smaller Bars 2" 1 Y :" Surface not exposed directly to weather or earth Walls Columns MASONRY Hollow Concrete Masonry Units (CMU): Conform to ASTM C -90, minimum face shell thickness 1-1/2", Grade "N" half and half. Ultimate compressive strength f'm =1350 PSI minimum (f'm =1500 PSI solid grouted). Mort r: Type S per UBC. Conform to ASTM C -270, f'm =1800 PSI minimum in 28 days. Grout: Grout for pouring shall be a fluid consistency. Conform to ASTM C -476 and ACI 531.1. f'c = 2000 PSI minimum at 28 days. Grout shall be consolidated by mechanical vibration during placing before loss of plasticity in a manner to fill the grout space. Grout pours greater than 12 inches shall be reconsolidated by mechanical vibration 15 to 20 minutes after placement to minimize voids due to water loss. Grout pours 12 inches or Tess in height shall be mechanically vibrated, or puddled. High -lift Grouting: High -lift grouting shall only be allowed with prior approval of the - Structural Engineer & local Building Official. Grout hollow unit masonry in accordance with this section when erected to height in excess of 5 ft. before grouting. Vertical cores to be grouted shall have minimum clear dimension of 3 in. and clear area of 10 sq. in. Provide cleanout openings at 12 sq. in. minimum area opposite each vertical bar at bottom course or in foundation wall. Clean cores and collar joints of mortar droppings and foreign material, position and secure reinforcement, and close cleanout openings before grouting starts. Place vertical barriers consisting of masonry units and mortar in bond beam type hollow units and in collar joints to be grouted at 26 ft. maximum to limit horizontal flow of grout. Pour grout in 5 -ft. lifts maximum allowing minimum of 30 min. and maximum of 1 hr. before pouring next lift. Grout shall be consolidated by puddling or vibrating at time of pouring and then reconsolidated before plasticity is lost. Reconsolidation may occur as next lift is poured. Do not erect masonry to a height more than 8' for partially grouted walls and 12' for solid grouted walls before grouting. Do not use high -lift grouting method until masonry units have been in place 3 days minimum, unless permitted. Do not permit water or foreign material to fall in grout space while grout is being placed and curing. Requirements for AIL- Weather Masonry Construction Air temperature, deg. F. Construction requirements Materials Protection — Above 100 or above 90 with wind greater than 8 mph Limit open mortar beds to no longer than 4 ft. and set units within one minute of spreading mortar. Store materials in cool or shaded area Protect wall from rapid evaporation by covering, fogging, damp curing, or other means. 90 to 40 Normal masonry procedures. Cover masonry construction with plastic or canvas at end of workday to prevent rain from entering masonry. Below 40 Heat mixing water. Maintain mortar temperatures between 40 and 120 deg. F. until placed. Cover masonry construction and materials with plastic or canvas to prevent wetting and freezing for 24 hours. Below 32 In addition to the above, heat the sand. Frozen sand and frozen wet masonry units must be thawed. With wind velocities over 15 mph, provide windbreaks during the workday and cover masonry construction and materials at the end of the workday to prevent wetting and freezing. Maintain masonry above 32 dog. F. by using auxiliary heat or insulated blankets for 24 hours after laying masonry units. Below 20 In addition to the above, dry masonry units must be heated to 20 deg. F. Provide enclosures and supply sufficient heat to maintain masonry enclosure above 32 deg. F. for 24 hours after laying masonry units. Metal Reinforcement (Masonry): Reinforcing shall conform to ASTM A -615, Grade 60 (Grade 40 for welded bars unless otherwise noted). Detail, fabricate and place per ACI 315 and ACI 318. Splices shall be 40 bar diameters, 18" minimum. Masonry Wall Elevations: Provide Shop Drawing showing elevations of all unit masonry walls, block layout including sound block pattern, vertical and horizontal reinforcing layouts & dimensioned openings required for doors, windows, HVAC penetration, etc. In addition, provide bending & placing diagrams for reinforcement for all walls. STRUCTURAL STEEL, Detailing. Fabrication end Erection: Conform to the AISC "Manual of Steel Construction ", 9th Edition. Steel Shapes and Plates: ASTM A -36 (fy = 36 ksi). Structural Steel Pipes: ASTM A -53 (fy =35 ksi). Steel Structural Tubing: ASTM A -500, Grade B, (fy =46 ksi). Built -Up Structural Steel Shapes: Upon prior approval by Engineer, built -up structural steel shapes may be substituted in lieu of the rolled structural steel shapes shown on the drawings. All substituted shapes shall be designed for the loading and service criteria as shown on the Structural Drawings and in conformance with the Uniform Building Code, 1991 Edition; American Institute of Steel Construction (AISC), Allowable Stress Design (ASD), Eighth or Ninth Edition, or Load and Resistance Factor Design (LRFD), First Edition; and the American Welding Society (AWS) D1.1 -86, Structural Welding Code. All materials shall conform to the American Society of Testing and Materials (ASTM) standards. Depths /widths of built -up members shall not exceed that of the rolled shapes unless approved by the Architect. Framing configuration /orientation shall not be modified. Contractor shall submit structural calculations, specifications, plans, and details for all substituted built -up structural steel members and connections to the Architect /Engineer for approval. All submitted items shall be prepared under the supervision of and sealed by a registered Structural Engineer licensed in the State of Washington. Shop drawings shall be submitted for review by the Architect /Engineer after design submittals have been approved and before commencing fabrication. Machine Bolts (M.B.) and Anchor Bolts (A.B.): ASTM A -307. High Strength Bolts: ASTM A- 325(X) high strength bolts with threads excluded from shear plane. All high strength bolts shall be installed with hardened washers conforming to ASTM F -436 and nuts conforming to ASTM A -563. Friction type bolts (A- 325 -F) shall be installed per paragraph 8(d) and all bearing type bolts shall be installed per paragraph 8(c) of the Specifications for Structural Joints Using ASTM A -325 or A -490 Bolts (1985), as approved by the Research Council on Structural Connections of the Engineering Foundation and endorsed by the American Institute of Steel Construction. Expansion Anchor : "Kwik Bolt" by Hilti Fastening Systems, or approved equal. Embed bolt into concrete or masonry 7 diameters minimum, except as shown. Finish: Shop paint after fabrication with an approved primer (see Specifications). Galvanize after fabrication all miscellaneous steel specifically called to be galvanized in plans, specifications or details. WELDING Structural Steel: Weld in accordance with "Structurai Welding Code" AWS D -1.1. Reinforcing Steel: Weld in accordance with "Reinforcing Steel Welding Code" AWS D -1.4. Weld only with specific approval of the Engineer. In no case will a weld be made within 6 bar diameters of a "cold bend ". Certification: All welding shall be by WABO certified welders. Electrodes: Use E60 or E70 electrodes. CARPENTRY Wood Sheathing (Structural): Shall be plywood or Oriented Strand Board. Plywood shall be Group 1 or Group 2 species, C -D grade Exposure 1 conforming to PS 1 -83. Each piece shall bear the grade trademark of the American Plywood Association. Oriented Strand Board (OSB) shall be "sturdi -wood" by Pelican Spruce Mills, Ltd. Each panel shall be classified as Exposure 1 and shall bear the grade trademark of the American Plywood Association (APA). Roof sheathing shall have a span rating of 48/24. Wall sheathing shall have a span rating of 32/16. Nailing shall be with "galvanized box" or "common" size. All shear walls shall be blocked at all panel edges unless otherwise noted. Glue- Laminated Members: Conform to ANSI /AITC A190.1 -1983. Members shall be combination 24F -V4 Douglas Fir for simple spans (24F -V8 Douglas Fir for cantilevered spans) with exterior glue. Architectural Appearance Grade where exposed to view; Industrial Appearance where not. exposed to view. All members to have AITC or APA -EWS stamp. Camber as shown on Structural Drawings. Framing Lumber Standards: Conform to West Coast Lumber Inspection Bureau (WCLIB), or Western Wood Products Association (WWPA). Each piece shall bear the WCLIB or WWPA grade trademark. Species and Grade 1. Beams and Headers: "Doug Fir - Larch" No. 1 (fb =1300 PSI, fv =85 PSI) 2. Joists and Purlins: "Doug Fir - Larch" No. 2 (fb =1250 PSI, fv = 95 PSI) or "Hem -Fir" No. 1 (fb =1200 PSI, fv =75 PSI) 3. Posts and Columns: "Doug Fir- Larch" No. 1 (fc =1000 PSI) 4. Exterior Stud and Interior Bearing Walls: "Doug Fir - Larch" No. 2 (fb= 1250 PSI, fc =1050 PSI) or "Hem -Fir" No. 1 (fb =1200 PSI, fc =1050 PSI) 5. Interior Non - Bearing Stud Walls: "Doug Fir - Larch" No. 2 (fb =1250 PSI, fc =1050 PSI) or "Hem -Fir" No. 2 (fb =1000 PSI, fc =875 PSI) 6. The Minimum Grade of All Other Structural Framing: "Doug Fir - Larch" No. 2 (fb =1250 PSI, fc =1050 PSI), or "Hem -Fir" No. 2 (fb =1000 PSI, fc =875 PSI). 7. Utility & Standard Grades Not Permitted General Requirements: Provide minimum nailing per 1991 UBC Table 25 -Q or more, as otherwise shown. Pressure treat all wood in contact with concrete or masonry. Holes and cuts in 3x or 4x plates should be treated with Cuprinol #10. Provide cut washers where bolt heads, nuts and lag screw heads bear on wood. Do not notch or drill structural members, except as allowed by UBC or as approved prior to installation. Framing Connectors: Shall have ICBO approval and be manufactured by Simpson Company, San Leandro, CA., or approved equal. Provide maximum size and quantity of nails or bolts per manufacturer, except as noted otherwise. Trus - Joists: Shall be manufactured only in a Trus -Joist Corporation plant under the direction of the licensed Professional Engineer resident at the plant in accordance with approved shop drawings. The entire truss assembly, including bearing clips, anchoring nails or Zags, and bridging clips shall be as approved by current ICBO report. Trus - Joists shall be designed to carry the loads listed in the design criterion and any additional Toads indicated on the framing plan. Provide shop and installation drawings produced under the supervision of and bearing the stamp of a structural engineer registered in the State of Washington. Detail drawings to indicate types, size, spacing, bridging, connections, anchoring, bearing plate and other pertinent details. Sprinkler line attachments shall conform to NFPA Pamphlet 13 and Trus -Joist publication "Guidelines for Sprinkler System Installation with Trus- Joist ". Loads hung from Trus -Joist shall not exceed 30 pounds at any one point, nor shall total loads in pounds on any one joist exceed 6 times the span in feet, unless detailed otherwise on the drawings. Attachment of Toads exceeding 100 pounds shall be approved prior to installation. Do not notch or drill thru truss members. SUBSTITUTIONS Substitutions may be allowed only if they meet the requirements of these General Notes and the Specifications, and if complete written engineering data for each condition required for this project is provided to the Project Engineer seven days prior to bid date and approved in written addenda by the Architect. Data is to indicate code basis by year, authority for stresses and stress increases, if any, and amount of expected deflection for flexural members under (1) total load and (2) Live Load only. All increased costs in mechanical, sprinkler, electrical or general installation and any architectural or structural redesign resulting from substitution will be borne by the General Contractor. SHOP DRAWINGS: The following Shop Drawings /Submittals shall be provided for review and approval by the Structural Engineer prior to fabrication or delivery. 1. Concrete Mix Designs 2. Reinforcing Steel Shop Drawings 3. Structural Steel 4. Miscellaneous Steel 5. GIu- Laminated Members STRUCTURAL ENGR. X X X X X BLDG. DEPT. X l.:l l Y Vt' I UKWILA PRE-APPLICATION PROCESS MEETING ATTENDANCE RECORD CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PRE - APPLICATION FILE NO. PRE 9 3 - 0 0 6 PROJECT: RIVERTON HEIGHTS RETAIL CENTER MEETING DATE: 2-4-93 TIME: 2:30 SITE ADDRESS: 14227 Pacific H Y S iNgetf DATE CHECKLIST MAILED: 2-5-93 BY: D L M OIc STAFF PRESENT. 6/ Building (431 -3670) n Fire (575 -4404) © Planning (431 -3680) ❑ Public Works (433 -0179) ❑ Parks & Rec (433 -1843) • Police (433 -1804) ® Permit Center (431 -3670) • Other: ( - ) NAMES / TITLES Duane Griffin /Building Official Mi ke Al derson/Fi re Marshal Carol Proud / Associate Planner Tom Kilberg /Crime Prevention Denise Millard /Permit Coordinator Jack Pace /Acting Chairman APPLICANT / REPRESENTATIVES PRESENT Contact Name Mark B Smith Person Phone 528 -3838 Company/Title Mark B Smith A r c h i t e c h t Street Address 6 0 0 0 n i v e r s i ty Street S T E 2 0 0 OCity /State /Zip Seattle, WA 98101 Others Name Present Company/Title Phone Street Address Name Companyftle Street Address Name Company/Title Street Address Name City /State/Zip Phone City /State/Zip Phone • City /State /Zip Phone Company/Title Street Address Name Company/Title Street Address City /State/Zip Phone City /State /Zip CREAPPLICATII CHECKLIST CITY OF TUKWILA ` DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PLCATI ADDRE BUILDING DIVISION 1. Comply with the Uniform Building Code, 1991 Edition. 2. Comply with the Uniform Mechanical Code, 1991 Edition. 3. Comply with the Washington State Energy Code, 1991 Second Edition. Provide energy calculations stamped by a Washington State licensed architect or engineer (see attached format). 4. Comply with Washington State Barrier Free Code, 1991 Edition. 5. Apply for and obtain the following Building Division permits and approvals through the Permit Center: • • Building Permit • Rack Storage • Mechanical Permit • Demolition (building) • Other: 6. All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the application forms to verify that all the necessary materials and information has been supplied. 7. Construction drawings must be stamped by a Washington State licensed architect. 8. Structural drawings and calculations must be stamped by a Washington Stated Iicensedst+frtengineer. 9. A boundary survey prepared by a Washington State Registered Land Surveyor must be submitted as part of the Building Permit application. 10. Temporary erosion control measures shall be included on plans. Normally, no site work will be allowed until erosion control measures are in place. 11. Rockeries are not permitted over 4' in height. Retaining structures over 4' in height must be engineered retaining walls, and require a permit. 12. All rack storage requires a permit and rack storage over 8' high must be designed for Seismic Zone 3. A Washington State structural engineers stamp will be required on plans and structural calculations submitted for rack storage over 8' high. 13. Construction documents shall include special inspection requirements as specified in Sections 302(c) and 306 of the Uniform Building Code. Notify the Building Official of testing lab hired by architect or owner prior to permit issuance date. The contractor may not hire the testing lab. 14. Construction documents shall contain soils classification information specified in Table 29 -B of the Uniform Building Code, stamped and signed by Washington State licensed architect or engineer in responsible charge of the structural design work. 15. Demolition permits are required for removal of any existing buildings or structures. 16. Comply with UBC Appendix Chapter 35, Sound Transmission Control (R -1 occupancy group). 17. Obtain approvals and permits from outside agencies: ErELECTRICAL PERMIT /INSPECTIONS are obtained through the Department of Labor and Industries (248- 6630). PLUMBING PERMIT /INSPECTIONS are obtained through King County Health Department (Inspec- tions: 296 -4767; Permits: 296- 4727). KING COUNTY HEALTH DEPARTMENT must approve and stamp plans for public pools /spas and food service facilities prior to submittal to the Tukwila Building Division (296 - 4787). FIRE PROTECTION SYSTEMS plans are reviewed through the Tukwila Fire Department (575- 4404). 18. 19. 20. Checklist prepared by (staff): Date: "0 / ?; RE APPLICATISN CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PRE - APPLICATION FILE NO. PRE93 -006 ::PROJECT: RIVERTON HEIGHTS: RETAIL: CENTER MEETING DATE.. 2 -4-93 : TIME 2 .30 SITE ADDRESS: '1422.7 Pacific HY yi 1. FIRE DEPARTMENT -- Construction Information The City of Tukwila has adopted the 1991 Uniform Fire Code. This and other nationally recognized standards will be used during construction and operation of this project. (TMC 16.16.120) 2. Fire hydrants will be required. (City Ord. #729) 3. Required fire hydrants shall be approved for location by the Fire Department, approved for purity by the Water Department, and fully in service prior to start of construction. A fire hydrant must be no further than 150 feet from a structure; and no portion of a structure to be over 300•feet from fire hydrant. (UFC 10.301 and City Ord. #729) 4. Automatic fire sprinklers are required for this project. Sprinkler systems to comply with N.F.P.A. #13. Sprinkler plans shall be submitted to Washington State Surveying and Rating Bureau, Factory Mutual or Industrial Risk Insurers for approval prior to being submitted to Tukwila Fire Marshal for approval. Submit three (3) sets of sprinkler drawings. This includes one for our file, one for company file, and one for the job site. (City Ord. #1528) 1-7/ FT. c., R 6,44F?e 5. Maximum grade is 15% for all projects. 6. Hose stations are required. (City Ord. #1528) 7. A fire alarm system is required for this project. (City Ord. #1528) Plans shall be submitted to the Tukwila Fire Marshal for approval, prior to commencing any alarm system work. Submit three (3) sets of complete drawings. This includes one for our file, one for company file, and one for the job site. 8. Special installations of fixed extinguisher systems, fire alarm systems, dust collectors, fuel storage, etc. require separate plans and permits. Plans to be submitted to the Fire Marshal prior to start of installation. (UFC 10.301) 9. Portable fire extinguishers will be required in finished buildings per N.F.P.A. #10. (Minimum rating 2A, 10 BC) 10. Buildings utilizing storage of high piled combustible stock will require mechanical smoke removal per Section 81 of the 1991 UFC. 11. During construction, an all- weather access will be required to within 150 feet of the building. (UFC 10.207) 12. No building will be occupied, by people or Merchandise, prior to approval and inspection by Fire and Building Departments. 13. Adequate addressing is required. Number size will be determined by setback of building from roadway. Four inch numbers are minimum. Numbers will be in color which contrasts to background. (UFC 10.208) 14. Designated fire. lanes may be required for fire and emergency access. This requirement may be established at the time of occupancy and/or after the facility is in operation. (UFC 10.207 as amended) 15. Special Fire Department permits are required for such things as: storage of compressed gas, cryogens, dry cleaning plans, repair garages, places of assembly, storage of hazardous materials, flammable or combustible liquids or solids, LPG, welding and cutting operations, spray painting, etc. (UFC 4.101) 16. Fire Department vehicle access is required to within 150' of any portion of an exterior wall of the first story. Fire Department access roads in excess of 150' require a turn around. Fire Department access roads shall be not less than 20' wide with an unobstructed vertical clearance of 13'6 ". 17. Adequate fire flow availability will need to be demonstrated for this project. 18. Checklist prepared by (staff): i (kG 4_0E4 S0^✓ Date: .2/03 ;‘,IiiiitarRE-APPLICATISN CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 ETING =; �:C �.w; .:w t�. �' .,;• .•`LIMG "•::;;:GY:•`iy11:�71 .RE . FIRE DEPARTMENT - Inspections 1. Underground fire line from vault to riser a, Thrust block and rodding e. Hydrostatic test b. Type of pipe f. Fire Dept. approved plans c. Depth of cover g. Materials and test certificate d. Flush 2. Overhead sprinkler piping a. Hydrostatic test b. Trip test c. Alarm system monitoring test d. Fire Dept. approved plans e. Sprinkler head location and spacing 3. Underground tank a. Location b. Distance between tanks c. Distance to, property line d. Depth of cover 5. Fire alarm a. Acceptance test b. Fire Dept. approved plans 6. Hood and duct inspections a. Installation b. Trip test 7. Spray Booth a. Location b. Fire protection c. Ventilation d. Permit 8. Flammable liquid room a. Location b. Fire protection c. Permit 9. Rack storage a, Permit b. Mechanical smoke removal c. Rack sprinklers d. Aisle width n10. Fire doors and fire dampers a. Installation b. Drop testing e. Vent piping, swing Joints, fill piping, discharge piping f. Anchoring g. Hydrostatic test h. Separate Fire Dept. approved plans 11. Fire final e. Fire protection systems: a, Fire Dept. access (1) Halon systems b. Building egress and occupancy load (2) Standpipes c. Hydrants (3) Hose Stations d. Building address (4) Fire Doors (5) Fire Dampers (6) Fire Extinguishers 12. Other: a. b, e. c. f. d. 9. Checklist prepared by (staff): -'t'1 tzx,cs Date: 2. ,, 4 ARE- APPLICATION CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 E-APPLICATIQN ETI PLANNING DIVISION -- Land Use Information 1. Comply with Tukwila Municipal Code (zoning, land use, sign regulations, etc.) 2. Obtain the following and use permits /approvals: ( Boundary Line Adjustment n Building Site Improvement Plan n Comprehensive Plan Amendment CD Conditional Use Permit ( ) Design Review CD Design Review - Interurban ( ) Environmental (SEPA) E.) Planned Mixed Use Development n Planned Residential Development Zoning designation: Site located in sensitive area? El Rezone ( ) Shoreline Management Permit ( ) Shoreline Management Permit Rev. C ) Short Subdivision ® Sign(s) /OA- ( ) Subdivision ( ) Unclassified Use Variance (� Other: Yes No Z Minimum setback requirements: Front. Side: Side: Rear: 5. Maximum Building Height., .�-? '3_t J- ieight exception area? Yes n No 6. Minimum parking stalls required: Handicap stalls required: 7. No more than 30% of required parking stalls may be compact. No landscape overhangs into compact stalls are permitted, although no wheel stops prior to hitting the curb will be required. Minimum landscaping required: Front: /0 Side: Side: Rear 9. Landscape plans must be stamped by a Washington State licensed landscape architect. All landscape areas require a landscape irrigation system (Utility Permit Required). 10. Roof -top mechanical units, satellite dishes and similar structures must be properly screened. Provide elevations and construction details as part of building permit application submittal. 11. Trash enclosures and storage areas must be screened to a minimum of 8' in height. Provide elevations and construction details as part of building permit application submittal. 12. Building permit plans which deviate from that already approved by the Board of Architectural Review may require re- application for design review approval. 13. `? _ / -v 14. /L.e _ 0 •crta- i sz d> 15. 6L-a-- 16. 17 18 19. 20. n n n n n n Checklist prepared by (staff) !'. J F I&3 Date: 2 " q3 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION - PERMIT CENTER tPRE- APPLICATION CHECKLIST 6300 Southcenter Boulevard, Tukwlla, WA 98188 Telephone: (206) 431 -3670 SITE<`ADDRES POLICE DEPARTMENT PRE - APPLICATION FILE NO. Pre 930006 PROJECT:.Riverton Heights RC MEETING DATE: 2/4/93 TIME: 2:30 SITE ADDRESS: 14227 PHS CRIME PREVENTION SECURITY RECOMMENDATIONS 1. Security Camera System: Recommend that a good quality surveillance video camera system be installed during construction. The cameras should have sufficient quality to be able to identify a subject from the video recorded tape. One security person can monitor several areas of concern with a surveillance video system. It is a deterrent to potential thieves and great for prosecution to have the actual crime on tape. 2. Security Alarm: Recommend installing a security alarm system during construction that would report a robbery in progress as well as a burglary in progress when the store is closed. 3. Restrooms: If the restrooms are open to the general public I recommend they not have false ceilings. There have been problems with subjects hiding in the ceiling area and then dropping down later to do robberies. 4'. Cashier Platform: The cashier's area should be on a raised platform in order for the employees to have a better view of the entire business. This would help provide an atmosphere that the employee has control of the area thus reducing the opportunity for crimes to occur. 5. Doors: Doors should have quality locking mechanisms with minimum one inch deadbolt locks. All exit doors shall be operable from the interior without the use of a key or any special knowledge or effort. The Crime Prevention Unit should be contacted for information regarding correct hardware usage (433 - 1823). 6. Windows: Consideration should be given to providing hardened coverings for ground level windows where glass breakage would allow for access to building interiors by burglars. 7. Orientation of Windows: Windows should be located so that the parking lot area can be easily surveyed by employees inside the business. Also the windows should be located so that a patrol car passing by can easily survey inside the business, this helps reduce the opportunity for armed robberies. 8. Lighting: Energy efficient security lighting is a relatively low -cost, yet extremely effective way to protect your business. A well- designed system will: Illuminate a security target. Burglars and vandals simply don't like light, preferring the cover of darkness for their dirty work. Create a psychological barrier. Alarms can frighten would -be intruders away once they've reached your building. Security lighting discourages them from even coming near in the first. place. Provide people with a legitimate sense of security. Lighting protects not only you, but employees and customers. Delp security people and police identify and capture criminals. Well - designed security lighting will help you meet these basic security objectives along with those that may be unique to your business. Landscaping: Plant materials should be placed and maintained . so to provide visibility and prohibit hiding places for unauthorized people around ground level door and window areas. Sticker shrubs may discourage crime activities. Low shrubs and umbrella trees (where the canopy is maintained above five (5) feet from the ground) will allow surveillance opportunities, hence reducing, the :potential for criminal behavior. 10. Identity: A system for identifying the location of each separate .business upon entering the site should be established. Site. development which does not properly identify buildings will delay emergency responses by police, fire, And aid units. checklist,prepared ' by T. Kilburg.433 -1823 2/4/93 I 7 ^i 1,71 HC 11 r I AS I( 17 17 I -I F-Tr Voc- ,44Th f)— _ V / • 6111),-) v ' pr'.t."• -or -)(1 11'4;,) NF-I^1 H))2 7 '-o —>-- -- ate—=- - - lb1w011 Lt rzvF-- 7r2. //// 1 I ;.--• 1 11 ! L 1.1"1•-1 RIVERTON HEIGIAT3 RETAIL. CENTER STREET S. 146TH STREET ;11 P ; 1 '41. 11-47%-- '. I Tri - V111 p1 h l? -P, H 1 C�1 LJ M -4 4.3fo>z -s f Poi --11- 1/611 I!_ It � II j..41.1, 1,4 '-. f"O -..F Ci"), Y _) )/ail .,, 1 r„ /•51 • #,\•\/AnT1(-:*)H f4:4 ...} �� .t f� t� :�.• „ Y`ti �.r„pr .fir ,.+" ny.F �E.: S,N Ii 1111111111111111111 i 1111111111111111111111111111111111 ;111111•I(f t6TMSINCM 1 2 3 ate,. ,Pr •ff; .A» n.7y,.. n,f r, 1f • 1111111(111111111 111111111 1 IIlf1111 (ill(Iji11111111111.(�El�lijt' 4 5 6 _ . ..... 8 . NOTE: If the aicroftlmed document is lees clear khan this notice, it is due to the quality of the original document. 111 I 'li(IlIti11111111 111 111111111111111I 9 10 11 MAO€ W 06RMMfl 12 Oe F'% 84 Lc"`. 4z SZ Vz ce 4Z tz Q3 61 81 Lt 91 91 4t Cl Zt tt of 6 1111 i111111111�111�1111 irl6 11111111i11i!ii�lll!Ililiiil!i jl!I !lil I !lil!I!IIIII�,I!illllllli(i,.l !l�Ililll�,!,;;a'il,iill�l�II III11111! !11,11!11 IIh111;11�l.liii!!!II�II!I ; !l11,lIIIliIi.IliiiiliJil.I!!� ill !III 1111 I!!Ilil!1 ,II! 11111{1!. 11111,1!1 t1 e z t wv+ O 41111111111111011110,11111 101— II ole____ , SEi` 1'?ATE P wIT MIRED FOR: V/ CHAN!CA1. CTR CAL ..UMBING N'GAS PIPING CITY OF TUKWIIA BUILDING DIMON FILE COPY 1 understand shit t':- subject to errs,:, c_.. i ... -i_ �� of . piens does not authorize the v::::::. cf any sited code or ordinance. Receipt of contractoes ooPY of apProyed Plans ::oa sy Data CITY OF TUI0Vf1A APPROVED 'JUL ' 1593 t 1t. E!-r'' DING DIVISION— #c0 P MARK B. SMITH ARCHITECT SU T!r; 1002 1411 FOURTH AVE. SEATTLE, WA. 96101' 2O6.623.39$3 n1 GISTEREa r ARCHITECT 11 il •A I WRY. 3, SMITH STATe OF WASHINGTON _t,...........„ -4 • r • 4 • I 11 oa). .111 J !-- (oi1 4-2)1- 3" ,y�o{' (,., II' HALL. I WE1112 tl L.I <11ai -! -11 N ti l I ICU r v 1°t% u 1.-1t;-,4-111A`-;" • • 1I 11 11 1 1 11 1! 11 I1 N ,{,yr'�- -:;�.� R : , G'/ r. 7 I F�= 4 Fv-1.v 'VW ilt,1.)4 -2 %' I. ,- i_t„ H r v 1 I' — — ! _ _.- 1I.t�.. 11 I I I I I I I I 11 Ii 1 L. I I I 11 11 11 II 11 11 1 C._ -t) II II 1 U' II 1 11 1 ILJ 11 it 1 C,i)►z- 1 7 ,1.. t/1 6-.Z.L.06441 hL r-tM vAlLitp % i T GI.-;. 1T ,A g ;A 1 7 ter; i„ I1" 054 L.1 1 -4 1■!4-1 -1- 1✓t r✓1f .1 2 fP,ke2 1-01157 I11 III - — _ _...•. smowe _ — l • l %M.11 -46 � • 11 1 r Wu7G G0LCr4 //'r�`♦ L f /� \ �� ' �\ Y ✓' o iZ- P- i°t��T •1 1121 `011 jz� l.IM,G I xZ �;r '% coL��, . Izr-4.1f Y4 o J • 11 Ii 11 11 11 Il II I X10' '7U °. t°,6,1" . 4 1- .I6S -rr F9 rtJ 'r0 L -11-15 ' j .N1.Ili - t� r GN1"'Nv C. 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Illllllli ,l!I,Illllllii111�,1!IiII!li► III, 1111il�ill !`Ill;�f�l!1!ilLIISlJiu 111 i�.fllil !11111111 9 ? 10 9 1111.11111111l1'1111!I:: 1 11 j 11111111111111111111111111 11 wa 12 E C "en I !!itll! 11111 !!111!11!111111!1111!1111111 1 11 fit, -e, 1 • • or CITY OF TUnWIIA APPROVED At. t. 1999 i NG DIVISION HARK B. SMITH ARCHITECT SUITE 1002 1911 TOURTF AVE. SEATTLE, WA . 9 v 3,03.; 11C1YT'~r'ED ArlCH1TECT . '41PI AO M'.RK S. SMITH ;TATS OF WASHINGTON [Ili '5. ~Iu5C7 5,2-6, rgV1 10i .i� RIVERTON HEIGHTS - • Retail Center S. 144th St. & Pacific Highway So. Tukwila Washington I z 4 1:1 04 - z 0 - Ell H 1 0 z 41 CI • ,............ ........_ I . TJ21 • 4r • i! - !I 454rouhros. is *0• rEadlirroz tomti* This le.4tA4 tritAIDEe• geaokeeztv10.131 or !MG .6e.c. sue fg-) °two oFc05E4‘.12't°41. c,:diisaigAbleva ot: 04- coromatt)c.not4 mATezugo. OR 06.itci aotee, mtic. tetteWttie Fkot1/44 • Narrak s A ca.vistovrtot4 of. pi 04.40 nispecrio Antitovekl.. 3/L. v.)" (JD 4";.>'- -4' 4— MARK B. SMITH ARCHITECT SUITE 1002 1411 FOURTH AVE. SEATTLE, WA. 98101 RECO,STEFirA) Ar;et-it?Ecii, / ',..P.;:er 4 ::/•i's1.1 VTAir: or , 1 0 ?fr,"'- I II 4 I P I 4 •■■•■■•■••■•■■••■ 1.■■■■■,■■■■■■■•■■■ ■■•■••■•••■•• )(.1/4 4-2 -4 ,...,,..."1."'..%■■••60A.vx"."'w0" . rEXPUIES. 6/15/ 94 ----] REVIEWED AND APPROVED ""N.—..--....._ FOR STRUCTURAL ' -"•%■. -1 DETAILS ONLY ifViN1' -5rfir-<--E=1-)K1 11111 r ...acesarnarcerea- r,Xt,1-1 \\ \ , .intV?; 14J75 /644 2 4'0° AcKr r-rftr-.6 aa-Vorir-I • ../TRIFef7 5611 Hi ; Ft-riEPe.45- PFeefgE ets4-14-5 4i-o• ao, 19) kyv 1.1/ rt-•-642 -44)- ' 11-149L1- F.-N-71; a PR, k1/24:, 4t/ (2-) L6ft5i 1(F LaroalOttc;IF 5i60 * 6/US piKr-r 1(45/ ricrr ef- A"-- 7613TO(0 7.1-251;0° 0/0' P5 +II\ 1-114TH `:.•,--20 59 601 , i3 ',ITZ1b, ,\-r N4-- 611.4.12 12) A 1 0 0 . -0 x6,-0 A ri-e;11. 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(1/ • -• •••/ • •••' • .,,••:1;.i..L.i",.•; • I •.i••!;.•• ••,' • •'••c!•".•'• oc 6Z 8 L 9Z CZ +/Z • ZZ 0? 61 9t L 91 l I et at 14 cm. 6 9 47 C im 0 hili1H4161411161wilmihildmiliduk!!!6,410111d1111461111641t661161401h!H10011H16140464116111141660!ifibluLl014101°14416i6141111641d 1 CITY O} itiKWiLik - I APPROVED s t: P1 3 1 fl Si • 12- 1,11 -Vag I40.: 43-13 ; • 1/•1/ --1X 15i, 11;6 A212 I Llecreg -115- EiN,P5 OP Pi<b-1:, HR, NLt. 1420 47, /Trdtb' 10 40' (rugo,v,16'.?friAditio414...A 5e/t_11:Tr,,,te? rFai 4,'-(p"free 1?) -4- 3 -od Art-,7 6/141g-‘0‘?Wi -MI el 01,4 2x4. 1417. trii)135 Klq IV 0,C INV di all) frie" irl6" Iv< R517 10 —1104' V2,fi 05-r mod,o, To oi4iT,-1261(2-5 op- ki 5/6' Itsvcir— niRta kAsu-- ilik-rak or,N41 5/-161P OP Oki kif3 mrr m--d/o. 0 R6-or., kt/ 11^,15 FeAtips -To R9 4 (,) Dik-rr ;00•11:' 1H-51)LAITOti CITYR8PC• %Eat! LA CFilj 'go.f.igkr:.).;05rrocr,sEp- 2 7 1993 Ct tf% WOW P4-;,. 1.,.k it) Het z4, c....TVERNilT CENTER 6 e75C.14.5. e#,MU ”j e?"=', 114P6R5:112 OP PC% fr est /146, 4tI CA Ci■S' y w 113 VEthsEp 44,1 -b" g431 --q" ,e-2) 4 I_3f' i '7'- I I II Di- 4 3i- td' NOTE: BRACE AT EA. 120 SO. FT. OF CEILING AREA r 3 /d•OIL.CONOUIT WITH P.A.O. PIN TO SLAB 1121 e2 MTL SCREWS ® EA. BRACE POINT ' r NO-4 20 I' ti' 11 IA I I Ali 1 EWA' IN I r II,.. 1 I 1 MUM ii MO vA 1 MI A IM11111/ 17 1E1111E1 FA 1 MOM III II MINI 1111111111 1,11 1111 Al PA 11111111111 111 FA 111111 rid A liffilliriliEllaili I MN III 111111111111111111 11111111:11 lir ill /111LJOI r 11 NW I II li /I I Mill ri 1111116p1 rforrolliniiiiiii 1111111111 i tililil 411 ii /Ill 111 -K 4- 117 -i- rJ 2j1 0 it L 2.45i ;-51 II o II II 1 111) J1j111J1J1I1111111i 1111111J1I11' 111{1 0 i4TM91NCN 1 2 rn.... r.1y ,[ 11lilII11111. 1(•ITri11 IIJIi1JIiIJIimiiiItf(11pJIJ1' Ii jlJI1lfl J1 lJ(;VIf VIII( I.i;'iHp! 3 4 5 6 7 $ NOTE; if the Iaicrofilracd docueaent is 1e89 clh>3.r than this notice, it is due to the quality of the original document. u 11Iil ill1111111111i11111(lil1 9 , I 10 111111 11 Mk" 24 osJ+wur 12 /Act 11541:-) tircsikl I-ll ` v i; ' • � +• 0c 6? 8e Gz 9E Ge ti� ez zz iIz 0e, 61. 91 Ljl 91 GI VI CL z!I R Q 6 9 1 , 9 s , t zI 1 �•�r� p! Wilmhw6014111114414111666du61�1111I1iIi�li11L'1;�111i1 itkll�llilll�Illilfllll! I�IIII! 1i1, 1) 11 Ilu�iI1 1111Ui1l;I,III!�Illl�lllllill' 1111 �LIIIIJIII�ill; lilll�llllll.!! IhIIIIIIl I�fll lllli�lllliillj�Illfll l! II! illlfli�ll! lI! V(((( III ;I {I�Ilifi!fII�IIIlI1111�11111 REF [51)2(0, alit/ C -�i�r• ra, OCR:) 1 - 441-1/s Z$1 H a90 31N1/r e N ZOO x 154 1^1 t. $ 'I'1 gel ‘141-1 = ( U Z • MN (/13414 irrr/t._ 14073 r, . 2 I c4 r )31C . Ff � ' �/ 6 5, ,,'. A 4i l/ /P= - 122,, 49:44 is x 13M•k -1 -- • 4113 6,b,! 2 m iMMK. i . 14 Zx4 FL- i- A 'CITY OF ThfCr'YILA APPROVED Jot., a 1993 4 71.I I W,DI NG .DIVISION RECEIVED CITY OF TUKWILA JUN 1 5 1993 FERMIt CEi4'TER -- ‘11-432 32 55 t' r-�e Q -o �5 6 - ( LAP Y, rI u 2x,4 Wir-11-0q rvT MARK A. SMITH ARCHITECT SUITE 1002 1411 FOURTH AVE. SEATTLE, WA. 9810.1 206.623.3983 4637 h I'lEGI STCRFD � A R C H ; 1 Mt.RK 6. 5f. ;f'H STATE OF WASHINGTON nRtes,w1t.1 ICI- �•�'�' t�vf51a> -ice r tio Eri Z c.6 0 )1r:49.14 �j`0, V 'tl'el • z H H • i M...)4111-C.-11 al■ Rip,itax? CrSt--11Hel Z7 1/-111;1 rft-KTITioN-1 Lj 4- `t. trz I I I c7floH &- lc-) R, °)/1., I ti AI A 134..2-711%101-1 )411(9 e)W-41) --) ,6 • / o 61.2rSe%F101s--1 ‘-€ //1II ".."1-7 t Fgt.:A-1 c;761.55.-) -rt:--mRigE2 kirrri 014-. PRamme.fe -rg4N/1 11 r'-8 1(9t--1 otir-P-i '2441))-- I'. I • • r „,1 , • , . • . • ., . sem:: CA9 0 -7-1- 1- 0 41, 11.a" %24 cr)Ititt HA+417- iroAL I rizcfrl ?J- 73,41 • 141e,&141-fiq", C4e.re-(-9 1 -/-\ .6) ot c-C.; LiI p quip, 11 111 TI45 iNCN 3 4 5 6 _ . 9 t 10 11 VA°"4"Ritalt 12 7 MOTE: If the microfilmed document is less clear than this _ — • . notice, it is due to the quality of the original document. • 0€,- 6e se 12 9 Ge 477, r...e 33 1.3 03 61 el LL 9L 51 471 Cl 21 11 OL 6 f3 9 S 1 rol H I 11 I CITY OF TUKWILA APPROVED FecewED,w.A of -too VA 2% t WEB pE oo HARK B. SMITH ARCHITECT SUITE 1002 1411 FOURTH AVE. SEATTLE, 11?.. 98101 4/13/ • --m.' REGISTERED' AR C cy , MARK S. SMITH STATE or WASHIPIGTON- 1■11Y...010 ......OMIYM...........Y1WM1.*141.... r*AC.1"11/e ••■•■•••••••■••■•■■....MMINI*4110■*•■•■••••■••••■••• 14.7)9)ta2 gaWlf.;-52 11.1V . kiJ Retai i s. 144th st. & F Tukwila, -. • T 1 5 • GENEfjA N-- bTES A:076ON.DA0 These General Notes are to be used as a supplement to the Specifications. Arty discrepancies found among the Drawings, the Specifications, these General Notes and the site conditions shall be reported to the Architect, who shall correct such discrepancy in writing. Any work done by the General Contractor after discovery of such discrepancy shall be done at the General Contractor's risk. The General Contractor shall verify and coordinate dimensions among all drawings prior to proceeding with any work or fabrication. The structure has been designed to resist code required vertical and lateral forces after the construction of ell structural elements hat been completed. Stability of the structure prior to completion is the sole responsibility of the General Contractor. This responsibility includes but is not limited to jobsite safety; erection means, methods, and sequences; temporary shoring, formwork, and bracing; use of equipment and construction procedures, Construction observation by the Engineer is for conformance with design aspects only and is not intended in any way to review the General Contractor's construction procedures. Srgndard4 Ali methods, materials and workmanship shall conform to the 1991 Uniform Building Code (UBC) as amended and adopted by the local building official or applicable jurisdiction. DESLGN _CRITERIA V_, erticej ).,cads: Roof Quad Load Actual Live Load 25 PSF*(snow) "Drift Load per Structural Engineers Association of Washington Snow Load Manual. Lateral Forces 1. Lateral forces are transmitted by diaphragm action of roof and floors to shear walls. Loads are then transferred to foundation by shear well action where ultimata displacement is resisted by passive pressure of earth and /or sliding friction. Overturning is resisted by dead Toad of the structure. 2. Wind: P = CeCgQsl, Basic Wind Speed = 80 MPH, Exosure B Importance Coefficient 1.0 Uplift - Enclosed Roof Areas: Cq = -1.1. Net pressure = P -2/3 (Design Dead Load). Overhangs and Partly Enclosed Areas: Cy = -1.6. Net pressure = P -2/3 (Design Dead Load). 3. Seismic: Zone 3 par 1991 UBC. V 21CW AN . V = Base Shear, Z = 0.3, i = 1.0, C = 2.75, Rw = 6, W = Dead Load of portion of building. Pipes, Ducts and Mechanical Equipment Supported or Braced from Structure: Conform to Sheet Metal Industry Fund & Plumbing and Piping industry Council Inc. publication "Guidelines for Seismic Restraints of Mechanical Systems and Plumbing Piping Systems ". Sprinkler line attachments shall conform to NFPA Pamphlet 13. FOUNDATIORPESIGNSRLT RIA, Soil Bearing Pressure: 2000 PSF (Assumed) Active Pressure - iRestrained: 50 PCF Active Pressure - Unrestrained: 35 PCF Passive Resistance: 200 PCF Coefficient of Friction: .35 Requirements for All-Weather Meson ry Con Air temperature, deg. F. Cbnstruotion requirements Materials .. _., Protection Above 100 or above 9) with wind greater than 8 mph Limit open mortar bed to no longer than 4 ft. and set units v.1thin one minute of spreading mortar. Store materials in cool or shaded area. *•11RIMO Protect wall from rapid evaporation by covering, fogging, damp during, or other means. 90 to 40 Normal masonry procedures. Cover masonry construction with plastic or canvas at end of workday to prevent rein from entering masonry. Refow 40 • - Heat mbdng water. Maintain mortar temperatures between 40 end 120 deg. F. until placed. • Cover maeonry construction and materials with plastic or canvas to provent wetting and fruiting for 24 hours. Below 32 In addition to the above, heat , the sand. Frozen sand and frozen wet masonry units must ba thawed. .. -._r With wind velocities over 15 mph, provide windbreaks durirrj the workday send cover masonry construction and materiels at the :nd of the workday to prevent wetting and freezing. Maintain masonry above 32 deg. F. by using auxiliery heat or insulated blankets for 24 hours after laying masonry units. Below 20 ._ In addition to the above, dry masonry units must be heated to 20 deg. F. Provide enclasurea and supply sufficient heat to maintain masonry ertcfosure above 32 deg. F. for 24 hours after keying masonry units. Metele infer ement (Maw nrv): Reinforcing shall conform to ASTM A -615, Grade 60 (Grade 40 for welded bars unless otherwise noted). Detail, fabricate and place per ACI 315 and ACI 318. Splices she!! be 40 bar diameters, 18" minimum. Masonry Wall SIeyations: Provide Shop Drawing showing elevations of all unit masonry walls, block layout including sound block pattern, vertical and horizontal reinforcing layouts & dimensioned►openings required for doors, windows, HVAC penetration, etc. In addition, provide bending & placing diagrams for reinforcement for all walls. STRUCTURAL STEEL Detaiiing,L,Fabricetigo„end Erection: Conform to the A1SC "Manual of Steel Construction ", 9th Edition, Steps St ao s and ,PP aces: ASTM A -36 (fy = 36 ksi). Structure! Pipe : ASTM A -53 (fy =35 ksi). ,Meer Structural ruing: ASTM A -500, Grade B, (fy =46 ksi). BS i!t -Ural Structtrr8l Steel apes: Upon prior approval by Engineer, built -up structural steel shapes may be substituted in lieu of the rolled structural steel shapes shown on the drawings. All substituted shapes shall be designed for the loading and service criteria as shown on the Structural Drawings and in conformance with the Uniform Building Code, 1991 Edition; American Institute of Steel Construction (RISC), Allowable Stress Design (ASD), Eighth or Ninth Edition, or Load and Resistance Factor Design (LRFD), First Edition; and the American Welding Society (AWS) D1.1 -86, Structural Welding Code. All materials shag conform to the American Society of Testing and Materials (ASTM) standards. Depths /widths of built -up members shall not exceed that of the rolled shapes unless approved by the Architect. Framing configuration /orientation shall not be modified. All footings shall bear on firm, undisturbed earth or "Structural Beekfill ". Areas over - excavated shall be backfilled with lean concrete (Pc = 2000 PSI) or "Structural Backfill ". Areas designated "Structural Backfill" shall be filled with approved well- graded bankrun material. Maximum size of rock 4 ". Frozen ,nil, organic material and deleterious matter not allowed. Compact to at least 95% of its maximum density as determined by ASTM D -1557. Contractor shall exercise extreme care during excavation to avoid damage to buried lines, tanks, and other concealed items. Upon discovery, do not proceed with work until receiving written instructions from Architect. A competent representative of the Owner shall inspect all footing excavations fur suitability of bearing surfaces prior to placement of reinforcing steel. Provide drainage around all work to avoid water - softened footings. QQNGSi.g Concrete: Shall be made with Portland Cement ASTM C -150 Type II or Typo 1 -11, coarse and fine aggregate ASTM C -33, water clean and potable, and shalt be ready -mixed per ASTM C -94 unless otherwise approved. Add to all concrete exposed to weather an air entraining agent to attain 5% ±• 1 -1/2% entrained air, by volume, conforming to ASTM C -260. No aluminum (conduit, miscellaneous items, etc.) shall be embedded in any concrete. It= Minimum f'c 28 Days Max. Slump (Inches) w /outMBA /withMBA Min. Cement (sacks /yard) w /out MBA /with MBA Footings 3000 5 9 5% 5 Stem Walls 4000 4 9 6 5% Beams and Columns 5000 4 9 6% 6 Slabs & Walls 4000 4 9 6 5% All Other Concrete 4000 4 9 6 5% At Contractor's option, Contractor may use Master Builders Admixture (MBA) systems or approved equal using Pozzolith or Rheobuild admixtures to produce flowable concrete. Manufacturer's concrete technician shell assist in determining proportions for admixture systems concrete and shall obtain approval of Architect prior to employing this procedure. Place concrete: Per ACI 304 and conform tc ACI 605 (305) for Hot Weather Concreting. See Section below for Cold Weather placement requirements. Use interior mechanical vibrators with 7000 RPM minimum frequency. Do not over - vibrate. Concrete shall be poured monolithically between construction or expansion joints. Protect all freshly placed concrete from premature drying, excessive hot or cold temperature for seven days after pouring. l.sidhecerne: 1. No concrete shall be placed on frozen or partially frozen ground. Thawing the ground with heaters is permissible. 2. Concrete mix temperatures shall be as shown below. Heating of water and /or aggregates may be required to attain these temperatures. 3. The concrete may require protection for 2 -3 days after pouring. if temperatures remain below freezing, insulating blanket coverage is required. If temperatures are below freezing at night and above freezing during the day, kraft paper with complete coverage shall be used. Contractor shall submit structural calculations. specifications, plans, and details for all substituted built -up structural steel members and connections to the Architect /Engineer for approval. All submitted items shall be prepared under the supervision of and sealed by a registered Structural Engineer licensed in the State of Washington. Shop drawings shall be submitted for review by the Architect /Engineer after design submittals have been approved and before commencing fabrication. Mhin aceBolts ( i.F}.) and Anchor Bills (A.B.): ASTM A -307. HigbLStrength Bolts: ASTM A- 325(X) high strength bolts with threads excluded from shear plane. All high strength bolts shall be installed with hardened washers conforming to ASTM F -436 and nuts conforming to ASTM A -563. Friction type bolts (A- 325 -F) shati be installed per paragraph 8(d) and all bearing type bolts shall be installed per paragraph 8(c) of the Specifications for Structural Joints Using ASTM A -325 or A-490 Bolts (1985), as approved by the Research Council on Structural Connections of the Engineering Foundation and endorsed by the American Institute of Steel Construction. F�tnansion Anchors: "l(wik Bolt" by Hilt' Fastening Systems, or approved equal. Embed bolt into concrete or masonry 7 diameters minimum, except as shown. Finish: Shop paint after fabrication with an approved primer (see Specifications)_ Galvanize after fabrication all miscellaneous steel specifically called to be galvanized in plans, specifications or details. WELDING structural Steel: Weld in accordance with "Structural Welding Code" AWS D -1.1. Reinforcing Sal: Weld in accordance with "Reinforcing Steel Welding Code' AWS D -1.4. Weld only with specific approval of the Engineer. In no case will a weld be made within 6 bar diameters of a "cold bend ". C r ifi ration: All welding shall be by WABO certified welders. F_ j trades: Use E60 or E70 electrodes. CARPENTRY Wasgd Sme/tiies] S,5tr=urell: Shall be plywood or Oriented Strand Board. Plywood shall be Group 1 or Group 2 species, C -D grade Exposure 1 conforming to PS 1 -83. Each piece shall bear the grade trademark of the American Plywood Association. Oriented Strand Hoard (OSB) shall be "sturdi -wood" by Pelican Spruce Mills, Ltd. Each panel shall be classified as Exposure 1 and shall bear the grade trademark of the American Plywood Association (APA). Roof sheathing shall have a span rating of 48/24. Wall sheathing shall have a span rating of 32/16. Nailing shall be with "galvanized box" or "common" size. All shear walls shall be blocked at all panel edges unless otherwise noted. lu@- Lamioeteel, umbers: Conform to ANSi /A1TC A190.1- 1983. Members shall be combinatiun 24F -V4 Douglas Fir for simple spans (24F -VS Douglas Fir for cantilevered spans) with exterior glue. Architectural Appearance Grade where exposed to view; Industrial Appearance where not exposed to view. All members to have AITC or APA -EWS stamp. Camber as shown on Structural Drawings. Framing Lumber Standards: Conform to West Coast Lumber inspection Bureau (lh'CLIB), or Western Wood Products Association (WWPA). Each piece shall ):ear the WCLW or WWPA grade trademark. sient est. 4. No additives containing chlorides shall be used. Use "Pozzutec 20" by Master Builders -sr prior approved equal. Condition of placement and curing wells & Slabs Footings Min. temp. fresh Above 30° F. 60 55 concrete as mixed for 0 to 30° F. 65 60 weather indicated, degrees F. Below 0° F. 70 65 Min. temp. fresh concrete as placed, °F 55 50 Max. allowable gradual drop in temp. 50 40 throughout first 24 hours after end of protection, degrees F. teggieShink Grout: Master Builders "Masterflow 928" or approved equal. Grout shall conform to CRD- C621 -89 and ASTM 1107 -89a Grade B when tested at a fluid consistency per CRD- C611 -85 for 30 minutes. Grout may be placed from a 25 second flow to a :;tiff packing consistency. Fill or pack entire space under plates or shapes. No grouting shall be done below 40t F. Dowel Ber Eooxv G(.: Master Builders "Paste LPL or approved equal ". Two part low sag epoxy. Grout may contain quartz sand aggregate as proportioned by the manufacturer. Use equipment which will accurately mix and dispense the components. Hole shall be dry and cleaned with pressurized air just prior to installing grout. The rebar or rod shall be clean and installed slowly, and shall be rotated as it is pushed into the hole. Cold weather grouting shall be done with proper grout formula. First stages of the grouting operation snail be inspected by an agent as recommended by the owner. e hment gf New Gopcjete to Existino: Where shown, roughen concrete to a minimum amplitude of A" using impact hammer. Remove ail loose or damaged concrete, thoroughly flush all surfaces with potable water, air blast with oil free compressed air to remove al: water. Prepare concrete and apply bonding agent to all existing surfaces to receive new concrete per manufacturer recommendations. Bonding Aaent: "Weld Crete" by Larson Products Corp. or approved equal. Prepare surfaces and apply per manufacturer. REINFORCING STEED Metal Reinforcement (Cpncretel: Reinforcing shalt conform to ASTM A -615, Grade 60 (Grade 40 for welded bars unless othorwise noted). Detail, fabricate and place per ACI 315 and ACI 318. Splices shall be 24 bar diameters or 18" minimum. Welded Wire Fabric shaii conform to ASTM A -82 and A -185. Lap one full mesh on sides and ends. Place at mid -depth of slab, or as shown. oncreteai'v.° r: Provide Concrete Cover over reinforcement as follows: Concrete poured directly on earth 3,. Concrete poured against forms and exposed to weather or earth #6 & Larger Bars 2" #5 & Smaller Bars 1 Si" Specie an d Grade 1. Beams and Headers: "Doug air- Larch" No. 1 (fb =1300 PSI, fv =85 PSI) 2. Joists and Purtins: "Doug Fir - Larch" No. 2 (fb= 1 250 PSI, fy =95 PSI) or "Hem -Fir" No. 1 (fb =1200 PSI, fv =75 PSi) 3. Posts and Columns: "Doug Fir - Larch" No. 1 (fc =1000 PSI) 4. Exterior Stud and Interior Bearing Wells: "Doug Fir - Larch" No. 2 (fb = 1250 PSI, fe =1050 PS1) or "Hem -Fir" No. 1 (fb =1200 PSI, fe= 1050 PSI) 5. Interior Mon- Bearing Stud Walls: "Doug Fir-Larch" No. 2 Met-1250 PSI, fe =1050 PSI) or "Hem -Fir" No. 2 (fb =1000 PSI, fe =875 PSI) 6. The Minimum Grade of All Other Structural Framing: "Doug Fir- Larch" No. 2 (ft =1250 PSI, fe =1050 PSI), or "Hem -Fir" No. 2 (fb = 1000 PSI, fe =875 PSI). 7. Utility & Standard Grades Not Permitted Qenerai RQauirements: Provide minimum nailing per 1991 UBC Table 25 -0 or more, as otherwise shown. Pressure treat all wood in corl4.act with concrete or masonry. Holes and cuts in 3x or 4x plates should be treated with Cuprinol #10. Provide cut washers where bolt heads, nuts and lag screw heads bear on wood. Do not notch or drill structural members, except as allowed by UBC or as approved prior to installation. fuming QQnnectors: Shall have ICBO approval and be manufactured by Simpson Company, San Leandro, CA., or approved equal. Provide maximum size and quantity of nails or boils per ii erioftiotu er, except, as noted otherwise. Irus- Joiote: Shall be manufactured only in a Trus -Joist Corporation plant under the direction of the licensed Professional Engineer resident at the plant in accordance with approved shop drawings. The entire truss assembly, including bearing clips, anchoring nails or lags, and bridging clips shall be as approved by current ICBO report. Trus - Joists shall be designed to carry the loads listed in the design criterion and any additional loads indicated on the framing plan. Provide shop end installation drawings produced under the supervision of and bearing the stamp of a structural engineer registered in the State of Washington. Detail drawings to indicate types. size, spacing, bridging, connections, anchoring, bearing plate and other pertinent details. Sprinkler line attachments shall conform to NFPA Pamphlet 13 and Trus- Joist publication "Guidelines for Sprinkler System installation with Trus - Joist ". Loads hung from Trus -Joist shall not exceed 30 pounds at any one point, nor shall total loads in pounds on any one joist exceed 6 times the span in feet, unless detailed otherwise on the drawings. Attachment of loads exceeding 100 pounds shsl: be approved prior to installation. Do not notch or drill thru truss members. SUBST[T TI N"' Substitutions may be allowed only if they meet the requirements of these General Notes and the Specifications, and if complete written engineering data for each condition required for this protect is provided to the Project Engineer seven days prior to bid date and approved in written addenda by the Architect. Data is to indicate code basis by year, authority for stresses and stress increases, if any, and amount of expected deflection for flexural members under (1) total load and (2) hive Load only. All increased cqsts in mechanical, sprinkler, electrical or general insts!lation and any architectural or structural redesign resulting from substitution will be borne by the General Contractor. SHOP N,� pR V IS: The following Shop Drawings /Submittals shall be provided for review and approval by the %re`'+� Structural Engineer prior to fabrication or delivery. LAD FE :R -�. 1 qi ) or , e "`11 ". 0L ‘\.\\..,,, a'24`1p - 1.. SUI1PII 0F1. oR r SUP PI,..."1 -1 • ` /I,t�r - iMff l 01.1 or Pu -. lM H..I1. Ulga% or i Surface not exposed directly to weather or earth Walls Columns MA $_QIVRY %" 1%" Ho l w e `: Conform to ASTM C -90, minimum face shell thickness 1 -1/2 ", Grade "N" half and half. Ultimate compressive strength f'rn =135b PSI minimum (f'm =1500 PSI solid grouted). Mertgr: Type S per UBC. Conform to ASTM C -270, f'm =1800 PSI minimum in 28 days. Grout: Grout for pouring shall be a fluid consistency. Conform to ASTM C -476 and AC1 531.1. f'c =2000 PSi minimum at 28 days. Grout shall be consolidated by mechanical vibration during placing before loss of plasticity in a manner to fill the grout space. Grout pours greater than 12 inches shall be reconsolidated by mechanical vibration 15 to 20 minutes after placement to minimize voids due to water loss. Grout pours 12 inches or less in height she!! be mechanically vibrated, or puddted. jgh-!ift Grout i gi : High -lift grouting shall only be allowed with prior approval of the Structural Engineer & local Building Official. Grout hollow unit masonry in accordance with this section when erected to height in excess of 5 ft. before grouting. Vertical cores to be grouted shall have minimum clear dimension of 3 in. and clear area of 10-sq. in. Provide cleanout openings at 12 sq. in. minimum area opposite each vertical bar at bottom course or in foundation wall. Clean cores and collar joints of mortar droppings end foreign material, position and secure reinforcement, and close cleanout openings before grouting starts. Place vertical barriers consisting of masonry units and mortar in bond beam type hollow units and in collar joints to be grouted at 26 ft, maximum to limit horizontal flow of grout. Pour grout in 5 -ft. lifts maximum allowing minimum of 30 min. and maximum of 1 hr. before pouring next lift. Grout shall be consolidated by puddling or vibrating at time of pouring and then reconsolidated before plasticity is lost. Reconsotidation may occur as next lift is poured. Do not erect masonry toa height more than 8' for partially grouted walls and 12' for solid grouted wells before grouting, Do not use high -lift grouting method until masonry units have been in place 3 days• minimum, unless permitted. Do not permit water or foreign material to fall in grout space while grout is being placed and curing. 1. Concrete Mix Designs 2. Reinforcing Steel Shop Drawings 3. Structural Steel 4. Miscellaneous Steel 5. Glu- Laminated Members STRUCTURAL ENGR. X x X X x RE.MOVE FLANGE HARK B. MITI; ARCHITECT SUITE 1002 1411 FOURTH AVE. SEATTLE, WA. 98101 rnicISYEntu Anctv'mg? 23177 • .VoNAI. S EMU rye/' 'THESE DOCUMENTS CtEVIEWED FOR co NFGAIAANCE WITH TH5 foLi.OWINt3 ORDINANCES IW TRUCTUR.V1, PEA uNIFQRM SUILDINO COO 0 4ON•STfi'CTURAL PER UNIFC .t4 (.:,"r p!N CODE .J WAC 51.2013ARR ;ER•FRCE REGU:-;i°:ONS THE APPucAio Its RESPOF :sI31 F FOR CONFORMANCE WITH ALL APPLICABLE ORDINANCES sueJEcr TO REQUIREMENTS AND PVERPRCTATIONS OrrTHE (iOVERNlNfI AUTHOAlD1. Ceti in ` crt Date (jut R03 :RTT- 0SSATt1 ASSOC. INC. P.S. 1000 NORTON BLDG 801 2nd AiE 3MATILE, WA 98104 BLDG. DEPT. 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Oe SI 81 /J. 91 Si *,l £I ZL U OL B 1 1!1 1 i 1 i 1 1 1 i 1. r{ 1.! 1111111111111i1111111i11i1!11,0I1111101I1 11110 1111111111) 11' I 1 1111Ii1i1111 111114111i 111 lj l 1111;i1 i!liillll�iIIJ11'II11111�1' 111111 ;�fii!llllililif!IIIIiI11II':: FOP PLACING PLAN e 'lam i1/�. !BRAG, DETAIL NO SCAM CITY OF TUKW(1J APPROVED ,11.11„.„))6199-3 ^ +!1. DING I► IS1ON RECEIVED CITY OF TUKWILA MAY 2 8 1993 PERMIT CENTER 1• S2