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HomeMy WebLinkAboutPermit 2943 - Bruce Solly Development - Parkside- . i BUILDING PERMIT THIS ERMIT MUST BE P ST TUKWILA ED CONSPICUOUSLY ON BUILDING PERMIT NUMBER ..1:443 Control Number 84 -292 Job Address 15360 52nd Ave. So. Tenant /Owner 1 None Date of Issuance //--/-7y ED Attached Description of Work Office Shell Bldq. Legal Description Property Owner Bruce W. Solly Development Co. Address P.O. BOX 88715, Tukwila Phone 241 -9000 Engineer /Architect Lance Mueller & Assoc. Address 130 Lakeside, Seattle, 98122 Phone 325 -2553 Contractor POE Construction Address 3702 C St. NE. Auburn. 98002 Phone 575 -4283 Authorized Agent License No. PQ- EC- DI -247QZ Value of Work 1,609.400 Appl. Accepted By Fire Protection Use one . Type of Construction V -N KO S.rinklers I I Detectors Size of Unit or Building Uses Sq.Ft. Occ. Occ. Load Fees Amt. Date Rec. 1st F1. 16,650 B -1 16,000 N/A P.C. 2,624 4.20B 8/27 /1 �-7 279' ,�Q�t) 2nd Fl. 16,650 B -2 33,300 Bldg. Basement 16,000 Demo. Wall Bd. Bond PC 111 V/ 3 f 94v Total 49,300 _ Tot. 49,300 Tot. Total 6,943 Dept. Approvals Special Conditions Special Inspections Required: Soils Engine r Co crete --�4R,�} --#2 ,Srr -- CT .✓�✓. Approved for Issuance By NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED, I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. (1—(7,-4-4,/k Signature of Contractor or Authorized Agent Date //- / - "J INSPECTION RECORD - 433 -1845 Type Insp. Date Notes Setback Rebar Footing Fdtn. Slab Frame Wall Bd. Dept. Approvals Req'd Insp. Date Planning Div. Health Dept. Public Works Dept. Plumbing Electrical Cert. of—Occupancy FINAL APPROVALS: Fire Dept. Date Bldg. Official Date. THESE PREMISES SHALL NOT BE OCCUPIED UNTIL ALL APPROVALS HAVE BEEN SIGNED. CPS No. 1 tee CIA 1.0 ' DESCRIPTION: PARCEL A: The'South 51 feet of the East 441 feet of Tract 1; AND the North 140 feet of the East 441 feet of Tract 2; ALL in Brookvale Garden Tracts, as per plat recorded in Volume 10 of Plats, on page 47, records of King County; EXCEPT that portion thereof condemned in King County Superior Court Cause No. 596231 for highway purposes; TOGETHER WITH those portions of the Southerly 51•feet of Tract .1 and of the Northerly 140 feet of Tract.2 of Brookvale Garden Tracts, as per, plat recorded in Volume 10 of Plats, on pa0.,47, records of King County, being Southerly of a line drawn Easterly 'and Westerly, at rig angles to the Y -Line Survey of State Highway Route "o. 5, South 178th St. to South 126th St., from Highway Engineer's Station Y 12 +90 there and lying between that line drawn parallel with and 4O":i.,eet Westerly, when measured at right angles, from said Y -Line Survey .and, Y -Line Survey and that right of way line drawn parallel with a64...30 feet Westerly when measured at-right angles, from .said Y- Linelurvey and a lying between that line.drawn;parallel'with and 40 feet ESsterl'y, whe measured at right angles, from said Y -Line Survey and that right of w line drawn parallel with and 30 feet Easterly, when measuredat;,right angles, from said Y -Line Survey; v, EXCEPTING portions thereof lying 4esterly of 52nd Avenue South. Situate in the City of Tukwila, County of King, State of Washington. PARCEL B: That portion of Trace of Brookvale Garden Tracts, as per plat record in Volume 10 of Plats, on page 47, records of King County, described as follows: Beginning at the intersection of the North line of said tract with . that right of way line drawn parallel with and 30 feet Easterly when measured at right angles, from said Y -Line Survey; thence Southerly, along said right of way line, to a point opposite HES Y 10 +59 on said Y -Line Survey; thence Easterly, along the Existing.P.S.H.. 1 -RE Line right of way line of said Highway to a point opposite HES 1 -RE 140 +00 on said Existing P.S.H. 1 -RE Line Survey and 70 feet Northerly therefrom; thence Northwesterly, along a line the production of which extends to a point opposite HES Y 11 +00 on said Y -.Line Survey and 40 feet Easterl therefrom, to intersect the West line of the East 225 feet of said tra thence Northerly, along said West line, to the North line of said trac thence Westerly to the point of beginning;. EXCEPT that portion of the above described parcel lying within the North 140 feet of said tract; Situate in the County of King, State of Washington: - continued - PARCEL C: That portion of the West 130 feet"in width of the East 225 feet in width of Tract.2 . of Brookvale Garden Tracts, as per plat recorded in Volume 10 of Plats., on page 47, records of King County, which lies Northerly of Renton's Three Tree Point Road; EXCEPT the North 140 feet thereof; AND EXCEPT that portion deeded to the State of Washington for P. S. H. No. 1, recorded under Recording No. 5538435; Situate in the County of King, State of Washington. partial parking parking level plan lance mueller & associates partial first floor plan E NG I I '= ERS NORTH VVEST NC 6869 WOODLAWN AVE. N.E, SEATTLE, WASH. 98115 TEEE.. 206.525.7560 r ENGI1�r- ERS- NORTHWEST�NC. P. S. 6869 WOODLAWN AVE, N.E. SEATTLE, WASH. 98115 TELE. 206-525-7560 Jos No. JOB NAME 1 IC cep ��i9 DATE C-421- RS SUBJECT, FkaA1i1tv 42 I Lt.) STAi - reT /Q SHEET a OF By OK 6.m011)E TNIS PART of >I`xISTI+JG !SIAM C. P4. W/ N -kZ•'m PAFFIa_'rs T EXIST�►uG ttil$KSS 3�y3zx y T.s, co SA-' cir EXISTING SL.M Ex s ST /ruG SGAL3 OM GRAnF 3"O• • ILo CLR RECEIVED CITY OF 'TUKWILA MAY 2 31985 OUIUIIMO OeT. f-- e31-0" r 1 =0•, FTG, cu/ 3- 0 4 �, E#4, w AY XECtIVEU MAY z;1985 ir�o� ikalIK i Aso& UILDING P ERMIT TUKWL A THIS ERMIT MUST BE POSTED CONSPICUOUSLY ON BUILDING PERMIT NUMBER Control Number.-: : ob £d,res . ' - 0. Tenant Owner ;gone Legal Description Sq.Ft. Date of Issuance p Attached — Description of-Wri iii fic,: :i,.Z11 B1 dc:. Property Owner iJruce W. Sully Develoon,ent Co. Address P.O. BOX 88715, Tukwila ' Date Phone 241 -0000 Engineer /Architect Lance Mueller & Assoc. Address 130 Lakeside, Seattle, 98122 Phone 32542553 Contractor FOF. Construction Address 3702 C St.. NE. Auburn, 98002 Phone 575 - -4283 Authorized Agent License No. Pi)- EC- DI.2470Z 2nd F1. Value of Work 1 .f 0c.40 Fire Protection Use Zone Type of Construction V •+`► Appl. Accepted By -1, , Ma Sprinklers D Detectors Size of Unit or Building Uses Sq.Ft. Occ. Occ. Load Fees Amt. ' Date Rec. Est F1. 16.650 D -1 16.000 N/A P.C. ^.6^4 ,I 17 >+'!" 2nd F1. 16,650 8-2 33.300 Frame Bldg. 4,208 '‘t', ;?t it ''. Basement 16.000 W.11 Bd. Demo. Bond (0,,, 94441 Me C/ of / 4/ "e' go-re Of PC .111 11 / Total 19,300 _ Tot. 49,300 Planning' Div. _ Tot. Total 6,943 Health Dept. Special Conditions Type c:roi,,l incra:r +inm, Requirpd: Soils Enoi nPer Con.ret,.... — ? pi, eir !_ /A•', — 4.1 0 L7' ( e. A/ 41, Approved for Issuance By,-<' .4: NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. .r. ,. . �,�� v/. �I I/l,.. Signature of Contractor or Authorized Agent. Date j/ - / - c'•11 INSPECTION RECORD - 433 -1845 Type Insp. Date Notes Setback Rebar Footing Fdtn. 111FMAINWIF 4`4 ab Frame W.11 Bd. (0,,, 94441 Me C/ of / 4/ "e' go-re Of Dept. Approvals Req'd Insp. Date Planning' Div. Health Dept. Public Works Dept. Plumbing Electrical �— Cert. of Occupancy Fire Dept.. Date Bldg. Official Date THESE PREMISES SHALL NOT BE OCCUPIED UNTIL ALL APPROVALS HAVE BEEN SIGNED. CPS No. 1 INSPECTION REQUEST Permit #,94,3 Date W//,:i7V Tenant /9 . le.e:p Time Address: 4.534 5;.2 ` Pao, Date Wanted: /o2f/_3 a.m. Contr. or Owner /6 Type of Inspection - 902-3 Permit No. a?X3 a/ 73 Date CITY OF TUKWILA Building Division 6200 Southcenlor Blvd.. Tukwila, WA 98188 433 -1845 Job Address /5'3 O /02/43/0/ CORRECTION NOTICE The following items are found to be in violation cif Ordinance and shall be corrected. Signed Building Official /Inspector Permit No. 07 9(3 Date CITY OF TUKWILA Building Division 6200 Soulhcenler Blvd. Tukwila, WA 98188 433 -1845 /2A Job Address • /5'3 60 CORRECTION NOTICE The following items are found to be jn violation of Ordinance and shall be corrected. az' �� Signed Building Offi nspector INSPECTION REQUEST ' r� Permit # Pe? 3 Date //iui" Tenant Time :Address: . G 4�! ✓ C���a/� Date Wanted: /� /s- " 'a.m. p.m. Contr. or Owner ge Type of Inspection Taken By Permit # c yT_.5 Date // 2/ e" Tenant Time /x'50 Address: /536° 5'02 Date Wanted: 00/5- m . p.m Contr. or Owner Type of Inspection Taken By .104.14 (5;51 a( "Itre.? Nitul�riwi:n�t'CV}T =� r Permit # Tenant Address: Type of Inspection Taken By INSPE.CTION REQUEST Permit # ?V3 Date / Tenant L164411, Time Address: •1360 Date Wanted: /l // Contr. or Owner• Type of Inspection r INSPECTION REQUE Permit # c,99' 613 Date //,/L/ Tenant / - / jE Time c�r pd Address : L Oli/2/(f frf-J ./ 329 Date Wanted :)1- --Y a.m. Contr. or Owner /G,�/� _M Type of Inspection AU1r-1 /J r/efi7 5 • tVet4ti 301 II 42€4,4 v - CITY OF TUKWILA Building Division 6200'Soulhcentor Blvd. Tukwila, WA 08188 433 -1845 Permit No. 6'W3 Date //0:5' Job Address . J55'�' 5:2 CORRECTION NOTICE The following items are found to be In violation of Ordinanc and shall be corrected. /4#W Signed Building Official/I pector INSPECTION REQUEST Permit • 9/3 Date • /.2075 Tenant Time Address: 536c7 3,2 J Date Wanted: a.m. p.m. Contr. or Owner "©Z Type of Inspection Permit No _122B/3 Date CITY OF TUKWILA Building Division 8200 Southcentor Blvd. Tukwila, WA 98188 433 -1845 Job Address /5'36,O Ji 2 ee/te, , CORRECTION NOTICE The following items are found to be in violation of Ordinance and shall be corrected. 17 <S'G TTYNtr Af0?5 p741 /^NlL got Z-0 Attt The Hn, dd /e #r rIe 6/4, ,4- ,s fre fr ov o 4(4-1 Oka dirp7ekeer__ /5 Z2' 6e.- /h1 Rioezz ?, �y e S;i0ed./a/ /45 dedfr"r Signed Building Official /Inspector • CITY OF TUKWILA Building Division 6200 Southcenter: Blvd. Tukwila, WA 98188 433-1845 Permit No.2Z . Date Job Address /633o CORRECTION NOTICE The following items are found to be in violation of Ordinance and shall be corrected. Iv- CITY v - Signed Building Official /4+nspester. INSPECTION REQUEST Permit # ..;2,I1;/3 Date TenantLi. ' o Time Address /51360 3 2 Date Wanted: ' a.m. p.m. Contr. or Owner Type of Inspection Permi t # Date .2/i� Tenant Time /0: Address : /,) /e 1"v ti 3 Date Wanted: o/I I a..10-0 Taken • INSPECTION REQUEST Perini t #.29'4;73 Date Tenant Time Address :_45130 Date Wanted: 005;4'5 a.m. " p.m. Contr. or Owner •e't- Type of Inspection .f, , c.,c INSPECTION REQUEST ;. Permit # . co Date Gg1i Tenant a--6/44,:CdTime 3:1 Address: g b 5-zei cL Date Wanted: ?/ Contr. or Owner Req . ByC�. Taken By ataxu.,e't 41.cte%, 1 CITY OF TUKWILA Building Division 6200 Southcenter Blvd, Tukwila, WA 98188 433-1845 Iaoa Permit No.254/3 Date J Address ____./6360 CORRECTION NOTICE The following items are found to be in violation of Ordinance and shall be corrected. —11e6edeet r / Signed Building 04etlicia1/1 pector ..:- �....,... s. wvsr7mirnei�tlroxwtiss7atcHta�eriii�x `+`- .iastetnFSSkrfzt�f+.� W ceti�.ilTx�rsakFdvk+e r::: �. .:INSPECTION REQf ;,Permi:t # Date a/c2p Date Wanted: �:Contr.. or Owner Type ofInspection Taken By CITY OF TUKWILA Building Division 6200 Soulhcentor Blvd. Tukwila, WA 98188 433 -1845 Permit No. c2/13 Date �/2 / /c--5 Job Address /5' 360 5(2 CORRECTION NOTICE The following items are found to be in violation of Ordinance and shall be corrected. Signed Building Official/ spector INSPECTION REQUEST r Permit #29y3 Date `.' Tenant Time ,Address: / 5'3 Date Wanted: 'Contr. or Owner. Type of Inspection ,........• ...«» .n,..wa...rosv,.«isnavOIlni4CxxM tOOPt adze 'Cxt.x'4WW421r:.m0$'37esrst W.Y.$'F Kyr I•.•• • CITY OF TUKWILA Building Division 6200 Southcentor Blvd. Tukwila, WA 98188 433 -1845 Permit No.0Z/4_ Date .41:::"&"-- Job Address 5�� ! � CORRECTION NOTICE The folio ing,items ar- found to be in violation of Ordinance and sh. I be corrected. �,&.-_ / �i, i` / / /_..�_ ,.1.;i� / / r - / / /....• 41_1.0 Signed 4 6P Building Official /Inspector INSPECTION REQUEST`' Permit # p2 9/-/3 Date Tenant Time Address: • /536e, Date Wanted: S --/7 Contr. or Owner Type of Inspection Req. By . Taken By • /3, %; INSPECTION REQUEST Permit # 0.1 ��.3 Date Tenant Time %'3 Address: /S,��PD S%er. Taken By • INSPECTION REQUEST Permit #9/7(.5 Date Tenante Time Address: Date Wanted: Contr. or Owner Type of Inspection Req. By. Taken By,l% • INSPECTION REQUEST Permit # ,N/713 Date - ��- Tenant /4r2 Time lddress : • ,3"a2O .��e4,t4,0,,crt )ate Wanted: e—/ Vim. p.m. :ontr. or Owner. rype of Inspection i4-1 ��2� Taken CITY OF TUKILA Central Permit System t ontrol No. q- 2 Permit No c2gy,, caa : 9ozq aec FINAL APPROVAL FORM TO: ❑ Building ,' Planning ❑ Public Works ❑ Fire Dept. ❑ Police ❑ Parks/Recreation Project Name i&Attlide Address 30200 o; all Jfl &Ix Type of Permit(s) This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the following corrections are necessary: LiwO5cAtoit6ci tfoitz pitlaitiNw) koLpi cla () _ _. O O () O O () O O () O of. Authoriz =d Signature Date Thi proj> t - • ', •ve- • • is department: • uth . rite. gnature T22.25— Date CPS Form 3 I I CITY OF TUKILA Central Permit System Control No 3(4-2(4 Permit No gg143 7 /5,/ aec FINAL APPROVAL FORM TO: El Building ❑ Planning V Public Works ❑ Fire Dept. ❑ Police ❑ Parks/Recreation Project Name ki,t -t ide L5'a -neot ) . j! Type of Permit(s) C. Op O. Address This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the following corrections are necessary: fi/) _.. (�b�// �C{/���� / //// ����) �S /� ��� /jf� 1 /// //�� ��// ( ) (oti 4/t 3 C� `��/ ✓ r+.V j. /V ALA Lem! crp >! (72) ikyrn at0-J/1 Gruff ,i Y tynea, -b 6.401 Liv5ael' �} O () A01-V (2 t O de% - 2061 a6.7,76_141 1J)f &tuck) () T Av rn --ru n Authoriz Signa ure a(c) /Le, Date This project is approved by this department: Authorized Signature Date CPS Form 3 CITY OF TUK‘VILA Central Permit System ''Control No 4 Permit No.c .7'q. R FINAL APPROVAL FORM TO: ❑ Building El Planning El Public Works `L, Fire Dept. Project Name Address Type of Permit(s) - -q Police . Parks/ / Recreation This project is nearing completion. Please investigate your area of respon ibil ty a,d indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. J This project is NOT approved b�//. t1 is department; the following corrections are necessary: ' .. .r/�I �• 1 L I /'J f•.1 • l .1 (.1 ,, • �t j,1r V. ✓J Authorized Sighat.u�re' Date / This project is approved by this department: Authorize Signature 9- f Date CPS Form 3 CITY OF TUKWILA Building Division 6200 Soulhcenlor, Tukwila, .WA.98188 433 -1845 CORRECTION NOTICE The following items are found to be in violation of Ordinance and shall be corrected.. `.e•ec.Cr,cj -- /4.jha rk'S"aec" "rr.�-1,ti ;--e. tdiN,.t /, a Z,-.67, /:2 ' ,ri ral `,;h5. 4.1 2,o)1 r.Z4gfr)G' 61.,/ E 0 j 1. 42'1t,)1,e / I.i6i9e..f ./16? "- h4 r11; => ' c Ce i.4.,;+ ✓ C j i ,S 57/Ve Lrit e ' p l- 0f Z o - a f / i i,7 / _ Z�E4 5 ' 'f' 2 s. 6 Pi ",,,I Y'� +y 1 } F .. Cam. .• a/ic Gut 4,04 ) a - d r C-.., 15 - !h �/_rn ';e' gal• 1- •)� e , c `7 (ct.„) (94-- .'`;� t'7 /1;ik ii %/ �'` ea C' /6r . 'f' t/pi,l (IMPORTANT;MEs3AO.E FOR ,77,71 !- DATE OF PHONE�f� AREA CODE A.M. TIME • • P.M. NUMBER EXTENSION TELEPHONED PLEASE zCAU1 CAME, TO PEE YOU.. WILL CALL AGAIN 't , WANTS TO SEE YOU 0'..:04•'•!''' ,RETURNED ,YOUR CALL ; SPECIALAITTENTION' MESSAGE .///2.:7 -W/ ���1.(i`e SIGNED LITHO IN USA. TOPS 9 FORM 30O2P. .CITY OF TUKWILA � PERMIT NUMBER 0:2 CONTROL NUMBER— CENTRAL PERMIT SYSTEM - ROUT�'"� ��G FORM 41/ 529° TO: ❑ BLDG. Q PLNG. Q P.W. PRO %E CT Pa„�,� Yr� _ - ,ADDRESS /4-36 - O DATtg TRANSMITTED z.-7 RESPONSE REQUESTED BY C.P.S. STAFF COORDINATOR G RESPONSE RECEIVED FIRE POLICE Q P. li r7.4 -c-rtritil • t Al .1 S 1 �... �.. , ,j AUG 2 9 1984 BY' I UtiWILA EIRE PREVENTION BUREP PLEASE REVIEW THE ATTACHED PROJECT PLANS AND RESPOND WITH APPROPRIATE COMMENTS IN THE SPACE BELOW. INDICATE CRUCIAL CONCERNS BY CHECKING THE BOX NEXT TO THE LINE(S) ON WHICH THAT CONCERN IS NOTED: 10414 4ii S r t ro ae-e & u - •e- t 7711 %OSe. 9/ij es � rc kr dceer O oikp lit ;To v-Ji) b y Lo ca- ( u L L' eft t -(. • n (o cQ/2-K "Is • frvi5 he 5. le koirrred (4/ i • r ,4-pp/m -f -- Aen 7 !=t r� job S w/Gtaer sf (.? /tote fro otee w-0 r4 Q. Q •Q CT1' • ei4 Mkit t re fee' itt;/lce -7c 7 U Fc j'1�a144 yi kr warn Pe-e- k PC Gl,�� ReQ,U -d►-�r n 1--'d. l"4YS 117 2 / M G ^,e! ,, X , roved /rs5VI$/D15 �or Gtr /4 Q . 4 0L1 n/ 'r""( �.- �t�ep-J If 4li`a -1 '€3 (,er- i (F-6 O, 2,7 Q a Q Q mrttt c-e,►t o rr C/se 011'. ill.Sllz t i.4) Ait. ur/s i-e cQci U'e5 of f f.errnit 4 eid k ff re'-' ac-1 Ail 5 "c v-(4. Ge 6 4i( 11-5.-4/%71 441 m4.l�.. frlo &— 2 46( -r ni . VA.c. o 5-141 eth Gu„civics 2f'' &Pm /0 �f'/) CR,I/ 5-7c_007 D.R.C. REVIEW REQUESTED [] PLAN CHECK DATE I/Ce7A// PLAN SUBMITTAL REQUESTED VI SQV- tA((J COMMENTS PREPARED BY fib' PLAN APPROVED N , C.P.S. FORM 2 1 1607 COPY A '2. The One -hour floor - ceiling or roof - ceiling fire - resistive system consists of 3/4- inch -thick tongue- and - groove plywood with exterior glue installed perpendicular to light wood trusses of minimum 2 by 4 construction at 24 inches on center. The chord and web members of the wood trusses are connected with Model 20 (T Series) truss plates formed from No. 20 gauge steel and having teeth of 0.41 inch length. The lower chord of the trusses is protected with 5/16 -inch thick U- shaped regular gypsum wallboard strips with the vertical portion extending 1 -1/2 inches above the top of the chord. Attachment is with No. 14 gauge staples with a 7/16 inch crown and 3/4 inch legs, applied at 8 inches on center along both legs and the bottom of the U shpaed gypsum wallboard. The suspended ceiling system is a Series 3000, Type. XD Roblin Rigidlock ceiling grid system with 5/8 inch Gold Bond Fire Shield Solitude ceiling panels on a 2 foot by 4 foot grid. The grid is suspended a minimum 10 inch below the lower truss chord with No. 12 gauge hangers with three turns at each end. One-and-one- half-inch-deep flat wood blocks are installed on top of the lower chord at hanger wires to protect the vertical legs of the 5/16 inch gypsum wallboard from damage. The ceiling may contain a 12 inch round air diffuser opening in each 100 square feet of ceiling that is protected by a fire damper with No. 14 gauge steel blades and 1/16 inch asbestos sheet on each face. Two 2 foot by 4 foot recessed light fixtures listed for use in fire - resistive assemblies and protected above with the 5/8- inch -thick mineral accoustical grid panels may also be installed in each 100 square feet of ceiling. See Detail I. R c ., e. V E G MAR L nCe Muollat & Assoc International Conference of Budding Officials RESEARCH COMMITTEE REPORT Filing Category: FASTENERS —Steel Gusset Plates MODEL 20, 3000, 400 AND 5000 SERIES TRUSS PLATES TRUSWAL SYSTEMS CORPORATION POST OFFICE BOX 6318 ANAHEIM, CALIFORNIA 92806 1. Subject: Model 20, 3000, 4000 and 5000 Series Truss Plates. I1. Description: A. General: TrusWal Connectors are formed from hot - dipped galvanized steel conforming to the requirements established for A446 Grade B in U.B.C. Standard No. 27-1 with a minimum yield strength of 37,000 pounds per square inch. B. Model 20 Plate: The Model 20 (T Series) Plate is formed from No. 20 gauge steel and contains eight teeth per square inch of plate surface area. The teeth are punched two per hole, .12 inch wide and .41 inch long with a .025 -inch crimp along their back. The teeth are punched to a perpendicular position with the original blank and rotated 45 degrees. Each tooth has a 60-degree rake on its extreme end. Tooth holes (per pair of teeth) are spaced .25 inch on center laterally and 1.0 inch longitudinal- ly, uniformly over the entire surface arca of the plate with adjacent longitudinal rows staggered .10 inch. C. 3000 Series: The No. 20 gauge sheets are punched to form alter- nating pairs of back-to-back concave nail projections along the length of the plates that are ''A inch and i;, inch long, S:. inch wide and' /, inch apart along the length of the plate. Each pair of nails is spaced inch on center across the width of the plate and 1 inch on center along the length of the plate, resulting in three pairs of alternating nails per square inch of plate. The surface of the plate contains a single depressed rib line along the length of the plate directly over each pair of nails. D. 4000 Series: The No. 20 gauge sheets are punched to form six inch -deep teeth per circular ring. The rings are approximately '4, inch in diameter and are spaced 1 inch on center in each direction. In addition, =alter rings are punched to form four %,-inch-deep teeth per circular ring. The rings are approximately Y. inch in diameter and are spaced 1 inch on center in each direction, symmetrically between the large rings. In addition, one position nail, No, 11 gauge by 114 inch long, shall be used per member per plate. E. 5000 Series: The connector plates are punched from No. 20 or No. 18 gauge gal%anized sheet steel forming alternating pairs of slightly twisted back•to•back concave nail -type projections along the length of the plate. The projections are approximately 'L, inch long, 5i, inch wide and , inch apart along the length of the plate. Each pair of nails is spaced ap- proximately i, inch on center across the width of the plate and inch on center along the length of the plate, resulting in three pairs of alternating nails per 0.6 square inch of plate. Plates are asai)able in incrernents of .8 inch in width and 1; inch in length. The RN5000 Series is identical to the 5000 Series except that every third row (with respect to the transverse umens,onl of'teeth and holes are,^ ^vied• F. Onr•hour Fire•rrsisUse s stem. e y one -hour floor•eelling or roof- ceiling fire•resistlse system consists of ':4,- inch -thick touch- sanded tongue and•groos e plywood installed perpendicular to the trusses spaced a maximum o(24 Inches on center. End joints are to occur at the center of the top chords and are to be staggered 48 inches. The plywood is nailed at all supports with a tninimurn of 6 -penny common nails spaced 6 inches on center. Two layers of %•inch -thick Gold Bond Fire Shield Type X gypsum Report No. 1607 March, COPY A ATTACHE U� wallboard are applied to the bottom chord of the trusses. The base ply is applied perpendicular to the trusses and'is attached with 1'/ -inch Type S drywall screws or 114-inch 6 -penny cooler, box or Parkerhead nails spaccd a maximum of 24 inches on center. The face ply is applied perpendicular to the trusses with side and butt joints staggered at 24 inches on center from the joints of the base ply. The face ply is to be attached with 1'h-inch Type S drywall screws spaced 12 inches on center or 2% -inch 8 -penny cooler, box or Parkerhead nails spaced 7 inches on center, See Research Report No. 1582 for a description of the Parkerhead nails. In addition, . 1% -inch Type G drywall screws spaced 12 inches maximum on center are installed 3 inches back from face layer but joints. Face layer joints and sErew or nailheads are covered with a joint compound system. �"! G. identification: The Model 20 Plate is identified by dimensional characteristics and by a stamping of the letter "T" superimposed on the ktter "W." The No. 20 gauge Ronel 3000, 4000 and 5000 Series "Bar - BOrip" plates are stamped R -3, R-4 and R -5, respectively. The No. 18 gauge 5000 Series is stamped with R -5G and the No. 18 gauge RN 5000 Series is stamped with RN -50. 1[1. Evidence Submitted: Load tests, truss details and computations are submitted showing compliance with U.B.C. Standard No. 25 -17. Findings iV. Findings: That the connectors described in this report art alter- nate types of connectors to that specified in the 1979 Uniform Building Code, subject to the follow ing conditions: 1. The allowable loads per square inch of plate area do not exceed the values Indicated in Table No. 1. 2. Stresses in the net section of the plates shall not be in excess of values permitted by Chapter 27 of the code. The maximum tensile Toad Is determined by multiplying the efllciency ratio specified in Table No. 1 times the gross area of the plate times the steel design stress. 3. The plates shall he installed In pairs on opposite faces of the members connected and shall not be installed in locations w herr knots occur in the connected members. 4. Where a one -hour fire - resistive rating is required, see Research Reports Nos. 1352 and 1632, or item F under Part I1, Description. 5. These salves are recommended only when plans, truss designs and calculations are submitted and accepted by (he building official showing compliance to the Uniform Building Code and specifying that fabrication inspection will he pros ided in accor- dance with Section 25.1739 (a) of U.B.C. Standards. 6. The allowable loads may be increased for duration of Toad in accordance wi111 Section 2504 lc) 4, 7. This report establishes design salves only and specific trusses must be indisidually designed in accordance with recognized engineering principles. This report is subject to re- examination in two years. TABLE NO. I— ALLOWABLE LOADS IN POUNDS PER SOUARE INCH OF PLATE CONTACT AREA - TYPE OF PLATE HEM•FIR SOUTHERN PINE DOUGLAS FIR EFFICIENCY RATIO IN PERCENT DIRECTION OF LOAD WITH RESPECT TO THE LENGTH OF THE PLATE DIRECTION OF LOAD WITH RESPECT TO THE LENGTH OF THE PLATE DIRECTION OF LOAD WITH RESPECT TO THE LENGTH OF THE PLATE DIRECTION OF LOAD WITH RESPECT TO THE LENGTH OF THE PLATE 0• to 43' M• to 90' 0•10 45' •• to 9O• 0• to 46• 4!• to 10• 0' SO' Model20 137 137 151 151 151 151 52 39 3000 Series 144 -- 143 — 137 — 58 —' 4000 Series 127 127 165 165 130 130 44 44 5000 Series 165 102 179 124 179 124 57' 36 36 11(, . _ 68 119 83 119 83 71 'The 3000 Series plates are used for tension splices only with the load applied parallel to the tensth of the plate. 'This efficiency ratio is limited to plates wnh widths of 2.4 in.ha and larger. Page 1 oI 1 RENTON TUKWILA DELIVERY TICKET STO N EWAY Nt. P.O. BOX 509 - RENTON, WASHINGTON 98057 226 -1000 • 631 - 31.00, SOLD TO PURCHASE ORDER NO, START 27 1 ( TRIP • ARRIVE AT JOB Vi.; ,;S'rAR'r[ •.uN .OAo' FINISH UNLOAD BACK IN YARD EQUAL OPPORTUNITY EMPLOYER NOIKm OW Nmt will m04, aeq WWI Is pate m1e1.11 001It 0.01o0P 4104011 1.1 Ine C.mpn, Mann ne Inp000 o I p loo 40mqu mdse 0000 m pl0pul, Ime CI,no 4 Ia Mo.Ute sill nn H 0110.0E .skit meat 11 100 Lm0 10.1 m4111.11 .n deNIN4 PRISE UNLOADING TIME - 0 MINUTES PER YARD OP CONCRETE 4 V 6. .....0...06 • ACC. NO, S B 9 1 • CALL 2•HAUL DATE TICKET NUMBER PLANT 708$01 3 PILE 2 4. HE LOAD 2/27 7084 4 SOLD TO PURCHASE ORDER NO, START 27 1 ( TRIP • ARRIVE AT JOB Vi.; ,;S'rAR'r[ •.uN .OAo' FINISH UNLOAD BACK IN YARD EQUAL OPPORTUNITY EMPLOYER NOIKm OW Nmt will m04, aeq WWI Is pate m1e1.11 001It 0.01o0P 4104011 1.1 Ine C.mpn, Mann ne Inp000 o I p loo 40mqu mdse 0000 m pl0pul, Ime CI,no 4 Ia Mo.Ute sill nn H 0110.0E .skit meat 11 100 Lm0 10.1 m4111.11 .n deNIN4 PRISE UNLOADING TIME - 0 MINUTES PER YARD OP CONCRETE 4 V 6. .....0...06 • UNIT PRICE AMOUNT 9 CU. YARDS STD CONCRETE .1:11 HYURLY '1 MIX 5 S K SLUMP` 4 2 1 1/2 1 7/8 2 PEA 3 GROUT 4 LTWT 5 IBM PUMP MIX % 1 CALCIUM CHLORIDE YDS WITH AEA YARDS WITH HOT WATER OZ PER SACK WRA OF CEMENT O2 F1.E, PER SACK WRA OF CEMENT OZ RETARDER PER SACK OF CEMENT +1 20001 20002 20006 20003 20004 20007 CUBIC YARDS EXTRA HAUL 30001 LOAD 7 YARDS MINIMUM L SAX CEMENT STD 80001 SAX HYURLY 80002 CONCRETE SACKS SAND SAND 43010 FINE SAND 43020 SUPERFINE SAND 43030 SACKS 1 1/2 GRAVEL GRAVEL 53010 7/8 GRAVEL 53020 PEA GRAVEL 53030 • PIECES EXPANSION JOINT 84 / �(, X 10' FEET RE BAR 850 / . curs 8 6 0 0 0 DELIVER TO CAUTION: Freshly mixed cement, mortar, concrete, or grout may cause skin Injury. Avoid SUB TOTAL contact with skin where possible and wash exposed skin cement mixtures get into eyes, rinse Immediately and repeatedly medical attention, KEEP OUT OF REACH OF CHILDREN 52ND SO SOUTHCENTER BLVD i " areas promptly with water. If any with water and get prompt I ' t_� ` TAX "TOTAL TRUCK NO. PLANT ACCUM. TOTAL TIME DUE WATER ADDED CUSTOMERS SIGNATURE 88 27 C, O, D, . •.' RENTON TUKWILA DELIVERY TICKET STONEWAV NC. P.O. BOX 509 - RENTON, WASHINGTON 98057 226 -1000 • 631 -3100 NO. N, START r� TRIP 2 c 7 f rte A Q c' ARRIVE AT JOB •START UNLOAD, FINISH UNLOAD ' BACK IN YARD EQUAL OPPORTUNITY EMPLOYER ' POW( 0.0 ewes NI mkt grey 11100110 p11e1 •110.41 1008 10/101111 0104stl00 47, 011 100 C0n111n, 1011041 no I,Op01U•■1, 10. 01010(10 10014e 11.0 01 p101011, 141 CIM1es :i 101000011(0 101 0001010110110 W001118 4101 11 IN Halt 110041/11 111 110 .1110 FREE UNLOADING TIME - 11 MINUTES PER YARD OP CONCRETE 1 • t : 1,/ (:. V V 1...• 4 ACC, NO. U g 1 - CALL 2 -HAUL DATE TICKET NUMBER PLANT 708801 3 -PILE 2 4 -HE LOAD 2/27 7084 11/2 7/8 1 . 2 SOLD TO GROUT 4 PURCHASE ORDEF NO. N, START r� TRIP 2 c 7 f rte A Q c' ARRIVE AT JOB •START UNLOAD, FINISH UNLOAD ' BACK IN YARD EQUAL OPPORTUNITY EMPLOYER ' POW( 0.0 ewes NI mkt grey 11100110 p11e1 •110.41 1008 10/101111 0104stl00 47, 011 100 C0n111n, 1011041 no I,Op01U•■1, 10. 01010(10 10014e 11.0 01 p101011, 141 CIM1es :i 101000011(0 101 0001010110110 W001118 4101 11 IN Halt 110041/11 111 110 .1110 FREE UNLOADING TIME - 11 MINUTES PER YARD OP CONCRETE 1 • t : 1,/ (:. V V 1...• 4 UNIT PRICE AMOUNT 9 cu, YARDS T• CONCRETE t I i HYURLY MIX 5 t SK SLUMP 4 11/2 7/8 1 . 2 PEA 3 GROUT 4 LTWT 5 IBM PUMP MIX % 1/2 CHLORIDE YDS AIEA YARDS . WITH HOT WATER OZ WRA OF CEMENT 02 H . WRA OF CEMENT OZ RETARDER OF CEMENT 20001 20002 20006 20003 20004 20007 CUBIC YARDS EXTRA HAUL 30001 MINIMUM LOAD 7 YARDS i SAX CEMENT STD 80001 SAX HYURLY 80002 f ", F / I SACKS CONCRETE SAND SAND 43010 FINE SAND 43020 SUPERFINE SAND 43030 s SACKS 1 1/2 GRAVEL GRAVEL 53010 7/8 GRAVEL 53020 PEA GRAVEL 53030 PIECES EXPANSION JOINT 84 X X 101 / FEET RE BAR 850 / CUTS 8 6 0 0 0 DELIVER TO 52ND SO & SOUTNCENTER CAUTION: Freshly mixed cement, mortar, concrete, or grout may cause skin Injury. Avold contact with skin where possible and wash exposed akin areas promptly with water. II any cement mixtures get Into eyes, rinse Immediately and repeatedly with water and get prompt medical attention. KEEP OUT OF REACH OF CHILDREN BLVD SUB TOTAL TAX TOTAL 1 TRUCK NO. PLANT ACCUM. TOTAL TIME DUE WATER ADDED CUSTOMER'S SIGNATURE 89 4 18 x C.O. D. '' RE;�TON TUKWILA . ..� :._.. DELIVERY TICKET STO N EWAV conciliate NC P.O. BOX 509 - RENTON, WASHINGTON 98057 226 -1000 • 631 -3100 SOLD TO PURCHASE ORDER NO. START 27 TRIP. ER ARRIVE AT JOB UNLU FINISH UNLOAD BACK IN YARD EQUAL OPPORTUNITY EMPLOYER NOME Out &tolls .1I male feet, •IIWI 10 pI1•e m11el CI •let, 01111m1' ONSny% but In/ Company 1110m11 M Ir1poS,IpAd1 I0 dims( a m4.1e cute of pt1p1111 IN• CI,.. bt shologe sill n11 11 p4•ed a•U midi 11 lug int 1•n m11eIN1 NI trine' PRIG UNLOADING TIME - 1 MINUTES PER YARD OP CONCRI? • 1 VL: LI V111 u a ACC. NO, S g 1 . CALL 2 -HAUL DATE TICKET NUMBER PLANT 708801 3 -PILE 2 4 -HE LOAD /� 22/21.. 708pp 4 4 SOLD TO PURCHASE ORDER NO. START 27 TRIP. ER ARRIVE AT JOB UNLU FINISH UNLOAD BACK IN YARD EQUAL OPPORTUNITY EMPLOYER NOME Out &tolls .1I male feet, •IIWI 10 pI1•e m11el CI •let, 01111m1' ONSny% but In/ Company 1110m11 M Ir1poS,IpAd1 I0 dims( a m4.1e cute of pt1p1111 IN• CI,.. bt shologe sill n11 11 p4•ed a•U midi 11 lug int 1•n m11eIN1 NI trine' PRIG UNLOADING TIME - 1 MINUTES PER YARD OP CONCRI? • 1 VL: LI V111 u a UNIT PRICE AMOUNT " 9 CU YARDS STD CONCRETE Kiln HYURLY 1 MIX 5 ! SK K SLUMP 4 �., .� , 2. 1 1/2 ' 1 7/8 2 PEA 3 GROUT 4 LTWT . 5 IBM PUMP MIX % CALCIUM I / G CHLORIDE. YDS WITH AEA . YARDS WITH HOT WATER . OZ , PER SACK WRA OF CEMENT , OZ H.E. PER SACK WRA OF CEMENT OZ RETARDER PER SACK OF CEMENT�Ip �,J• • 20001 20002 20006 20003 20004 1 20007 . . .. �l • CUBIC YARDS EXTRA HAUL 30001 MINIMUM LOAD 7 YARDS " -' •1' '' }} SAX CEMENT STD 80001 SAX HYURLY 80002 ..� - r e CONCRETE SACKS SAND SAND 43010 FINE SAND ' 43020 SUPERFINE SAND 43030 SACKS 1 1/2 GRAVEL GRAVEL 53010 7/8 GRAVEL 53020 PEA ' GRAVEL 53030 PIECES EXPANSION JOINT 84 / , X X 10e FEET RE BAR 850 / CUTS 8 6 0 0 0 DELIVER TO 32ND SO & SOUTHCENTER CAUTION: Fresh!, mixed cement, mortar, concrete, or grout may cause skin injury. Avold contact with skin where possible and wash exposed skin areas promptly with water. 11 any cement mixtures get Into eyes, rinse Immediately and repeatedly with water and get prompt medical attention. KEEP OUT OF REACH OF CHILDREN BLVD . j /.,:ir 4' 4 SUB TOTAL TAX TOTAL TRUCK NO, PLANT ACCUM. TOTAL ' TIME DUE WATER ADDED CUSTOMER5 SIGNATURE .' • BS 4 ' 9 8.00 •,.,i) x c.o.D. 1, DELIVERY TICKET STD ��y���/N}1���1ppE}� WAY •.AI • M� •.l�•e. I N C P.O. BOX 509 - RENTON, WASHINGTON 98057 226 -1000 • 631 -3100 NO, START TRIP ARRIVE AT JOB AIfI Ltd: :UNLO FINISH UNLOAD BACK IN YARD EQUAL OPPORTUNITY EMPLOYER i!y EOM. Oul 01,1111 •01 mate 1,117 ,tImI le dlall ma1111.! •MII tultoml'. 111,1.1111 • CM IM C/mda1, Mums •0 nlpaM I hl, 101 damghl made lulu of 71071111 Mt Coon, .a 101 an0,la5, •111 11.11 alle•od *MCI mall al IM lime l40 mat1141 M1 WNW INTER UNLOADING TIME - 1 MINUTES PER YARD OP CONCRETE ' I lLi .40l4 17u a - 7 ACC. NO. U g I - CALL 2 -HAUL DATE TICKET NUMBER PLANT 708801 3 - PILE 22 4 -HE LOAD 2/27 7085 11/2 7/8 P SOLD TO GROUT. L PURCHASE ORDEF NO, START TRIP ARRIVE AT JOB AIfI Ltd: :UNLO FINISH UNLOAD BACK IN YARD EQUAL OPPORTUNITY EMPLOYER i!y EOM. Oul 01,1111 •01 mate 1,117 ,tImI le dlall ma1111.! •MII tultoml'. 111,1.1111 • CM IM C/mda1, Mums •0 nlpaM I hl, 101 damghl made lulu of 71071111 Mt Coon, .a 101 an0,la5, •111 11.11 alle•od *MCI mall al IM lime l40 mat1141 M1 WNW INTER UNLOADING TIME - 1 MINUTES PER YARD OP CONCRETE ' I lLi .40l4 17u a - 7 UNIT PRICE A 7' �y •� C CU, YARDS ...SID H HYURLY Q Q MIX n. y S SLUMP 2 1 11/2 7/8 P PEA G GROUT. L LTWT IBM PUMP MIX 1 1 l 96 Y YDS . Y YARDS . . OZ 0 02 H.E. 0 02 RETARDER - - 20001 2 20002 2 20006 2 20003 2 20004 2 20007 4 4 CUBIC YARDS RENTON • TUKWILA DELIVERY TICKET STO N EWAV • cartestate.- �tt P.O. BOX 509 - RENTON, WASHINGTON 98057 226 -1000 • 631 -3100 NO. EQUAL OPPORTUNITY EMPLOYER x01x1 Om 411,8(1 •al melt •rtq 111101 It 040 *Emil out onl•mt, 004(1110 00I Ott Cempt4, Burnt; 00 I0p04Np1d, 101 ammt .00.01 0010 0, p•001h 040 CIto 101{MOW Ell 401 N 1110.0 01101 1(001 11 111 1.1(1 1011 1(1111001 •0 01hrt1.0 FREE UNLOADING TIME - tl MINUTES PER YARD O,! CONCRETE ,r.(: 1 V t:. V , *I NO ACC. N.J. U 1 g - CALL 2-HAUL DATE TICKET NUMBER PLANT 708801 3 - PILE 4 -HE LOAD 2/27 7085 .4 SOLD TO LTWT 5 PURCHASE ORDEF NO. EQUAL OPPORTUNITY EMPLOYER x01x1 Om 411,8(1 •al melt •rtq 111101 It 040 *Emil out onl•mt, 004(1110 00I Ott Cempt4, Burnt; 00 I0p04Np1d, 101 ammt .00.01 0010 0, p•001h 040 CIto 101{MOW Ell 401 N 1110.0 01101 1(001 11 111 1.1(1 1011 1(1111001 •0 01hrt1.0 FREE UNLOADING TIME - tl MINUTES PER YARD O,! CONCRETE ,r.(: 1 V t:. V , *I NO UNIT PRICE AMOUNT . 9 CU. YARDS TD CONCRETE HYURLY 1 MIX SK 5 SK SLUMP A 4 , ':•, 2 1 7/8 1 2 PEA 3 a GROUT 4 LTWT 5 IBM, yf, PUMP MIX ti % CALCIUM CHLORIDE' YDS WITH AEA YARDS WITH HOT WATER OZ PER SACK 'WRA OF CEMENT OZ HE. PER SACK WRA OF CEMENT OZ RETARDER PER SACK OF CEMENT sr 20101 20002 20006 20003 20004 20007' CUBIC YARDS EXTRA HAUL 30001 MINIMUM LOAD 7 YARDS :'. SAX CEMENT STD 80001 SAX HYURLY 80002 y. jy SACKS CONCRETE SAND SAND 43010 FINE SAND 43020 SUPERFINE SAND 43030 SACKS 11/2 GRAVEL GRAVEL. 53010 7/8 GRAVEL 53020 PEA GRAVEL 53030 PIECES 84 EXPANSION JOINT X X 1 / 01 FEET RE BAR 850 / CUTS 8 6 0 0 0 ki DELIVER TO CAUTION: Freshly mixed cement, mortar, concrete, or grout may cause skin injury, Avoid SUB TOTAL contact with skin where possible and wash exposed skin areas promptly with water. 11 any cement mixtures get Into eyes, rinse Immediately and repeatedly with water and get prompt medical attention. KEEP OUT OF REACH OF CHILDREN, 52ND SO & SOUT HCENTER BLVD 4. TAX TOTAL TRUCIC NO. PLANT ACCUM. TOTAL TIME DUE WATER ADDED ,cps, OME4S 5IGF ATURE BW 98 54 x RENTON . • TUKWILA DEL (VERY TICKET S'T ANN' EWAV Cf./ , MJ� N C P.O. BOX 509 - RENTON, WASHINGTON 98057. 226 -1000 • 631-3100 NO. START 27F CO A TRIP 1 ARRIVE AT JOB ''ST'ARi UNLOA FINISH UNLOAD ,, BACK IN YARD EQUAL OPPORTUNITY EMPLOYER1,:g, NOTICE 0.10 ttttt .11, mWI 1.8e 11101111 pRee m11ee11 •1111! 0wpm1, d,vale/ * 1111101 C1mpan, 111,011 00 u 0000ld,I, 101 0101( 1 ,11,0 0050 05 DI001111 1me Cla m1 �. 115 1115Up1 0111 001 01 !lased 01010 mat it Inr Ume 1111 011111,1 Hi tl11meled FREE UNLOADING TIME . 1 MINUTES PER YARD OF CONCRETE ." . I- VL vv sii wa • ACC. NO. U B 1•CALL 2•HAUL DATE TICKET NUMBER PLANT 708801 3. PILE 2 4. HE LOAD 2/27 7085 4 SOLD TO GROUT L PURCHASE ORDEF NO. START 27F CO A TRIP 1 ARRIVE AT JOB ''ST'ARi UNLOA FINISH UNLOAD ,, BACK IN YARD EQUAL OPPORTUNITY EMPLOYER1,:g, NOTICE 0.10 ttttt .11, mWI 1.8e 11101111 pRee m11ee11 •1111! 0wpm1, d,vale/ * 1111101 C1mpan, 111,011 00 u 0000ld,I, 101 0101( 1 ,11,0 0050 05 DI001111 1me Cla m1 �. 115 1115Up1 0111 001 01 !lased 01010 mat it Inr Ume 1111 011111,1 Hi tl11meled FREE UNLOADING TIME . 1 MINUTES PER YARD OF CONCRETE ." . I- VL vv sii wa • UNIT PRICE A • 9 C CU. YARDS TD H HYURLY M MIX wr 15K y S SLUMP •2 1 1 1/2. 7/8 P PEA G GROUT L LTWT I IBM PUMP MIX ; ;; % Y YDS Y YARDS . 0 02 • • •. OZ H,E 0 02 RETARDER 20 01 2 20002 2 20006 2 20003 • • 20004 • • 20007 CUBIC YARDS 3 30001 M • j1 • SAX S SAX . .:. 14 RENTON'' TUKWILA DELIVERY TICKET STO N EWAY rameneite. 1P.C. P.O. BOX 509 - RENTON, WASHINGTON 98057 226 -1000 • 631 -3100 NO. START .27 F E Q 9 op ARRIVE AT JOB UNLOAD FINISH UNLOAD BACK IN YARD 1` EQUAL OPPORTUNITY EMPLOYER;;," x01KI. Out 43114 •IIl map n., .1141 to Pitt 11,11 01 Mee custom., 0egn11n 1.1 the 0,0013 alums 10 100011011.1, 101 0,.q1 111141 p0001 ptopn41111 CI,m1 la 13041111 .111 111 3, ,le.14 I0H1 4341 11 131 Wm' pit .11091 .41 4el,uep ' - PRCE UNLOADING TIME -. MINUTES PER YARD DP CONCRETE, 1 WU, YVIS V• ACC, NO, S g 1 . CALL 2. HAUL DATE TICKET NUMBER PLANT 708801 3. PILE 2 4. HE LOAD 2/27 7085 A SOLD TO PURCHASE ORDEF NO. START .27 F E Q 9 op ARRIVE AT JOB UNLOAD FINISH UNLOAD BACK IN YARD 1` EQUAL OPPORTUNITY EMPLOYER;;," x01KI. Out 43114 •IIl map n., .1141 to Pitt 11,11 01 Mee custom., 0egn11n 1.1 the 0,0013 alums 10 100011011.1, 101 0,.q1 111141 p0001 ptopn41111 CI,m1 la 13041111 .111 111 3, ,le.14 I0H1 4341 11 131 Wm' pit .11091 .41 4el,uep ' - PRCE UNLOADING TIME -. MINUTES PER YARD DP CONCRETE, 1 WU, YVIS V• UNIT PRICE A AMOUNT CU YARDS STD H HYURLY M MIX S SLUMP RENTON TUKWILA DELIVERY TICKET STO N EWAY NC. P.O. BOX 509 - RENTON, WASHINGTON 98057 226 -1000 • 631 -3100 SOLD TO POE CONST 9 2 CU YARDS CONCRETE :1 :11 PURCHASE ORDER NO. START q7 r TRIP L! Fte A 9 ARRIVE( AT JOB FINISH ' "'T/ I '1.410 UNLOAD �! 1�,, BACK IN YARD EQUAL OPPORTUNITY EMPLOYER4, KM' our 0,1114 .01 mot m41114414 putt m1Ulit .N11 au/lamer do1101•11 • ,1 tut Ile COm1001 ,1mm11 00 INp00b 1.1y 101 01011f1 .11400 040 04 PppRl) 00, Cl,.n ' 101 100411(1 .111 not 01 1110.14 ,011/1 10101 11 114 1.104 14.1 101114111 .0 011.11411 + PREE UNLOADING TIMB .1 MINUTES PER YARD OF CONCRETE • UNIT PRICE AMOUNT HYURLY 1 MIX 5. SK SLUMP 4 PEA 3 PUMP MIX CALCIUM CHLORIDE 20001 YOS WITH AEA 20002 GROUT 4 LTWT 5 IBM YARDS 02 WITH PER SACK HOT WATER _ WRA OF CEMENT 20006 • CUBIC YARDS EXTRA HAUL 30001 SAX STD 80001 20003 OZ H.E.. PER SACK WRA OF CEMENT 02 RETARDER PER SACK OF CEMENT 20004 20007 MINIMUM LOAD 7 YARDS. SAX HYURLY 80002 SACKS SAND SACKS GRAVEL CONCRETE SAND 43010 1 1/2 GRAVEL 53010 FINE SAND 43020 SUPERFINE SAND 43030 7/8 GRAVEL 53020 PIECES 84 EXPANSION JOINT PEA GRAVEL. 53030 X X10' FEET RE BAR 850 DELIVER TO CUTS 86000 CAUTION: Freshly mixed cement, mortar, concrete, or grout may cause skin Injury. Avoid contact with skin where possible and wash exposed skin areas promptly with water. 11 any cement mixtures get Into eyes, rinse Immediately and repeatedly with water and get prompt medical attention. KEEP OUT OF REACH OF CHILDREN 52ND SO & SOUTHCENTER BLVD SUB TOTAL TAX TRUCK NO, PLANT ACCUM, TOTAL TIME DUE 98 27 WATER ADDEO. ;° ''q CS'01gSIG�ATURE it TOTAL. C. O, D. ACC. S 1 •CALL TICKET NO, g 2.HAUL DATE NUMBER PLANT /�QrQ/� 708801 2 3. PILE' 2'4-HELOAO, /� 2/27 t 7085 4 SOLD TO POE CONST 9 2 CU YARDS CONCRETE :1 :11 PURCHASE ORDER NO. START q7 r TRIP L! Fte A 9 ARRIVE( AT JOB FINISH ' "'T/ I '1.410 UNLOAD �! 1�,, BACK IN YARD EQUAL OPPORTUNITY EMPLOYER4, KM' our 0,1114 .01 mot m41114414 putt m1Ulit .N11 au/lamer do1101•11 • ,1 tut Ile COm1001 ,1mm11 00 INp00b 1.1y 101 01011f1 .11400 040 04 PppRl) 00, Cl,.n ' 101 100411(1 .111 not 01 1110.14 ,011/1 10101 11 114 1.104 14.1 101114111 .0 011.11411 + PREE UNLOADING TIMB .1 MINUTES PER YARD OF CONCRETE • UNIT PRICE AMOUNT HYURLY 1 MIX 5. SK SLUMP 4 PEA 3 PUMP MIX CALCIUM CHLORIDE 20001 YOS WITH AEA 20002 GROUT 4 LTWT 5 IBM YARDS 02 WITH PER SACK HOT WATER _ WRA OF CEMENT 20006 • CUBIC YARDS EXTRA HAUL 30001 SAX STD 80001 20003 OZ H.E.. PER SACK WRA OF CEMENT 02 RETARDER PER SACK OF CEMENT 20004 20007 MINIMUM LOAD 7 YARDS. SAX HYURLY 80002 SACKS SAND SACKS GRAVEL CONCRETE SAND 43010 1 1/2 GRAVEL 53010 FINE SAND 43020 SUPERFINE SAND 43030 7/8 GRAVEL 53020 PIECES 84 EXPANSION JOINT PEA GRAVEL. 53030 X X10' FEET RE BAR 850 DELIVER TO CUTS 86000 CAUTION: Freshly mixed cement, mortar, concrete, or grout may cause skin Injury. Avoid contact with skin where possible and wash exposed skin areas promptly with water. 11 any cement mixtures get Into eyes, rinse Immediately and repeatedly with water and get prompt medical attention. KEEP OUT OF REACH OF CHILDREN 52ND SO & SOUTHCENTER BLVD SUB TOTAL TAX TRUCK NO, PLANT ACCUM, TOTAL TIME DUE 98 27 WATER ADDEO. ;° ''q CS'01gSIG�ATURE it TOTAL. C. O, D. RENTON TUKWILA DELIVERY TICKET STD NE WAY CA: m a npINC. P.O. BOX 509 - RENTON, WASHINGTON 98057 226 -1000 • 631 -3100 NO. STRIP 27 F Es A9 ARRIVE AT JOB .C'�.•a'CL. . -` 3TXRT3; ',UNLOAD ( FINISH UNLOAD BACK IN YARD. EQUAL OPPORTUNITY EMPLOYER NOICL, Our Onus .m AM ever, 10.11 1. Out .11.001 0ner luslomP despite, :i but Inc Conlin, Rums no Iesponi$0m1, la dlmlpes 903, 10(0 01 01004 line COums'` : IDI snaWe .01 MCI DI 014•10 vans nude R Inn Dml 1011 .00111 .n 411,1110 • FREE UNLOADING TIME • $ MINUTES PER YARD OR CONCRETE -_. n VN. MWe.Ym ACC. NO. S B 2 1 • CALL - HAUL DATE TICKET NUMBER PLANT 7088.01,' 3 -PILE 2 4•HELOAD 2/27 7085 Al SOLD TO GROUT 4 PURCHASEORDEF NO. STRIP 27 F Es A9 ARRIVE AT JOB .C'�.•a'CL. . -` 3TXRT3; ',UNLOAD ( FINISH UNLOAD BACK IN YARD. EQUAL OPPORTUNITY EMPLOYER NOICL, Our Onus .m AM ever, 10.11 1. Out .11.001 0ner luslomP despite, :i but Inc Conlin, Rums no Iesponi$0m1, la dlmlpes 903, 10(0 01 01004 line COums'` : IDI snaWe .01 MCI DI 014•10 vans nude R Inn Dml 1011 .00111 .n 411,1110 • FREE UNLOADING TIME • $ MINUTES PER YARD OR CONCRETE -_. n VN. MWe.Ym UNIT PRICE AMOUNT 9 CU YARDS TD CONCRETE 1V HYURLY 1 MIX 5 1 SK SLUMP 4 2 11/2 7/8 1 2 PEA 3 GROUT 4 LTWT 5 IBM 14 PUMP MIX C 517 S 1440 G 1950 % CALCIUM CHLORIDE YDS WITH AEA YARDS WITH HOT WATER OZ PER SACK WRA OF CEMENT OZ H,E. PER SACK WRA OF CEMENT 02 RETARDER PER SACK OF CEMENT 20001 20002 20006 70003 20004 20007 CUBIC YARDS EXTRA HAUL 30001 MINIMUM LOAD 7 YARDS SAX CEMENT STD 80001 SAX HYURLY 80002 'tJ SACKS SAND CONCRETE SAND 43010 FINE SAND. 43020 SUPERFINE SAND 43030 SACKS GRAVEL 1 1/2 GRAVEL 53010 7/8 GRAVEL 53020 PEA GRAVEL. 53030 q , PIECES EXPANSION JOINT 84 / X X 10' FEET RE BAR 850 / CUTS 8 6 0 0 0 DELIVER TO CAUTION: Freshly mixed cement, mortar, concrete, or grout may cause skin Injury, Avoid B . SUBTSU, contact with skin where possible and wash exposed skin areas promptly with water, 11 any cement mixtures gel Into eyes, rinse immediately and repeatedly with water and get prompt medical attention, KEEP OUT OF REACH OF CHILDREN 52ND SO & SOUTHCENTER BLVD TAX TOTAL • TRUCK NO. PLANT ACCUM. TOTAL TIME DUE WATER ADDED CUSTOMERS SIGNATURE 83 4 18 i ._.. a x C.O.D. . RENTON •TUKWILA DELIVERY TICKET STD N EWAY Conenate..c P.O. BOX 509 - RENTON, WASHINGTON 98057 226 -1000 • 631 - 3100 NO. START 27 rEh 8 c! TRIP ARRIVE AT JOB START,'.' UNLOAD FINISH UNLOAD BACK IN •YARD EQUAL OPPORTUNITY EMPLOYER, ' NOM( O,1 dl„nit.111015111,V, Oat 10 p1100 TIII1i11 .001. 0,110,,1• 0/0501110 pot IXe CI010lOp Aimee 001/t0ons10Il, 01 dlmILII lout! Oslo 0l 01e01,1, hoe CIm1Xt 10, 01011100 .111 011 be 3110.10 anted 01100 11 toe lime 1010 011111111 .10 0111,1110 FREE UNLOADING TIME ■ 0 MINUTES PER YARD OF CONCRETE Fj !'V1:. V471I 1:71 ACC. NO. S B B 1•CALL' 2.HAUL DATE TICKET NUMBER PLANT 708801 SLUMP 3•PILE 2 4. HE LOAD . 2/27 7085 4 SOLD TO 7/8 P PURCHASE ORDEF NO. START 27 rEh 8 c! TRIP ARRIVE AT JOB START,'.' UNLOAD FINISH UNLOAD BACK IN •YARD EQUAL OPPORTUNITY EMPLOYER, ' NOM( O,1 dl„nit.111015111,V, Oat 10 p1100 TIII1i11 .001. 0,110,,1• 0/0501110 pot IXe CI010lOp Aimee 001/t0ons10Il, 01 dlmILII lout! Oslo 0l 01e01,1, hoe CIm1Xt 10, 01011100 .111 011 be 3110.10 anted 01100 11 toe lime 1010 011111111 .10 0111,1110 FREE UNLOADING TIME ■ 0 MINUTES PER YARD OF CONCRETE Fj !'V1:. V471I 1:71 UNIT PRICE A AMOUNT, 9 C CU. YARDS . ..STD H HYURLY ( (MIX SK S SLUMP 2 1 11/2 7 7/8 P PEA G GROUT L LTWT IBM ) ) PUMP MIX a aggllf % Y YDS Y YARDS 0 02 O OZ H.E. O OZ RETARDER 20001 2 20002 2 20006 2 20003 2 20004 - - 20007 CUBIC YARDS 3 30001 M MINIMUM LOAD 7 YARDS SAX S SAX !} CONCRETE F FINE S SUPERFINE , _ 1 1/2 7 7/8 P PEA PIECES / / X X 101 JOHN ' SPELLMAN Governor STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES 300 West Harrison, • Seattle, Washington 98119 ELEVATOR SECTION - (206) 281 -5578) LOCATION: /..5"j Cf' •- 41i-) A t5 G• dek I Sit 9g" TO WHOM IT MAY CONCERN: Your conveyance(s) # 7 ,04/ has been inspected and all acceptance tests performed. No apparent deficiencies were found. At this time an operating permit which must be posted near the conveyance is required by RCW 70.87.090. A temporary 30 -day permit expiring on /i9 / '-- is hereby granted to allow you time to apply for and receive an annual operating permit. The fee for your first permit will be $ 3 S r 00 (each), prorated to come due in a month when other elevators in your area are being inspected. Failure to comply is a CIVIL PENALTY in WAC 296 -81 -991, which states: "Operation of a conveyance without a permit - $150.00" RECEIVED FROM THE DEPARTMENT OF LABOR & INDUSTRIES FOR FORWARDING TO OWNE OF BUILDING: 61. Name f Datq�1475 Company Represented SAM KINVILLE Director Central" 'Nurlber (I61'00 APPLICATION FOR PERMIT BUILDING DEPARTMENT CITY of TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WASHINGTON 98188 433.1849 RECEIVED CITY OF TUKWILA AUG 2 ; 1984 BUILDING DEPT, DATE +sS /Z7 /$ 4 JOB ADDRESS n .`5/ LEGAL DESCR. LOT NO. BLOCK TRACT SEE ATTACHED SHEET OWNER iiiiI'A.les W, 515GL.•4 Dig4. pm ce, a HONE .a4 1 ci 15,00 ADDRESS VP. 0' 0 at, ...1 1 �_ _1 a 1 1�� ZIP GM I at CONTRACTOR �od •A �`BV� � �e�tc PHONE gl $ . 4 2. 3. ADDRESS 3 f O S G' N) V• AY 07.02.0 ZIP 970 0 0 LICENSE NO fe6- D1-n /7 42 �� (� SST NO. A BUILDING USE VY`PIGe.•....■ iet -0—Q 1'i•( jJ -cam /w" TENANT f / _ Q �k) `•VK�1G� r" LA^ OF WORK JEW 0 ADDITION ❑ REMODEL ❑ REPAIR ❑ OTHER (Specify) BLDG. AREA 1st FL. 2nd FL. 1Mf(tCO trraiteati ikOC»TU GARAGE DECK MEZZANINE # OF STORES TI.Oy�TAL S.F. 1 /' 300 VALUATION IG 4 / / / 5V;?ffilt NAME OF APPLICANT (PLEASE PRINT) l` .- 0 �1' ► •■ . . - Da. _ .1 • S L i' '1' ADDRESS O o6 'I W6 • 41•I 2.- 7-- PHONE 3?+>C ' ?4rg 3 I CERTIFY THAT THE INFORMATION FURNISHED BY ME IS TRUE AND CORRECT • A D THAT THE APPLICABLE CITY OF TUKWILA REQUIREMENTS WILL BE MET. , 55G SI�NATURE OF AP DO NOT WRITE BELOW THIS LINE TYPF/ /CVST. OCC. GROUP OCC. LOAD PLAN RVW. PLANS: FIRE DEPT. I / 1— 11114- SENT USE ZONE AUTO SPRINKLERS REQ. I SMOKE DETECTOR YES ❑ NO ❑ YES D NO RETURNED APPROVED 9/4 PLANNING/ SEPA PUBLIC WKS. Bldg. Div; COMMENTS: FEE DISTRIB. BUILDING PLAN RVW. +*.l'Ir M /Frrte. DEMOLITION BOND a L/.. 9.-) •.- OTHER jL! 1 2 TOTP City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary 1. VanDusen, Mayor Mr. Chuck Weigman Solly Development Company, Inc.` P.O. Box 88715 Tukwila, WA 98188 March 7, 1986 W3. RE: Parkside Building Dear Chuck: On February 4, 1986, we discussed the landscaping around this building. We agreed that either an appeal of our decision or variance application would be filed or the landscaping installed per the revised plan. Nothing has . happened to date, and resolution of the matter is overdue. Unless the appeal is filed or the landscaping installed, we will have no alternative but to ask Seattle Mortgage Company to release the existing letter of credit to the City for installation of the landscaping. If you choose to appeal our decision on landscaping requirements or request a variance, please so file by 5:00 p.m., March 13, 1986, with the Planning. Department. Failure to so file or install the landscaping by that date, will automatically cause the City to request release of the letter of cre- dit for the City to contract to have the landscaping installed. Respectf City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor August .20, 1986 Ms. Jean Be11 Seattle. Mortgage Company Post Office Box C -19102 Seattle, Washington 98109 Dear Ms. Bell: Subject: LETTER OF CREDIT - SOLLY DEVELOPMENT CO., INC. ' - PARKSIDE PROJECT The conditions of performance in the attached letter of credit are satisfied. The City of Tukwila hereby releases its claim to the Letter of Credit. Respectfully, • Loan CITY OF TUKWILA Letter of Credit Form - Performance This will certify that Solly Development Co. Inc. has the amount of $ 29,535.00 on deposit with the downtown Branch of Seattle Mortgage Company in Construction Alaa:eaet No. 50046 , which shall be herd by the bank for the purpose of guaranteeing that the improvements to be made by . Solly Development Co. Inc. (hereinafter referred to as "the Principal'') in connection with construction of the project known as Parkside shall be completed no later than November 2, 1985. It is understood that the nature, extend and manner of making said improvements is defined by the approved plans and conditions contained in the City of Tukwila File No. 2943 . If, in the sole determination of Planning Director the above- referenced improvements are not completed-as required by the approved plan, conditions and applicable City standards at the above location and within the aforementioned time period, this bank agrees to release to the City of Tukwila the sum of $ 29,535.00 upon receipt of a written request for said release signed by Planning Director We further certify that all assignments, releases and signatures necessary to transfer said sum to the City of Tukwila have been obtained. We further agree to hold $ 29,535.00 have received a written release from Planning Director c 1tJ tkAsz4m e1/4) 24l -ctoo 0 until we Seattle, Mortgage Company (Name of Bank) By /-A (Si a ure,o Authorized Officer and Title) Jean Bell, V. P. & Secretary Appro) ed: . .1,AJ 1 ji(1. , (54nature of DepositorJ/ City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 1206) 433 -1800 Gary L. VanDusen, Mayor March 7, 1986 Mr. Chuck Weigman Solly Development Company, Inc. P.O. Box 88715 Tukwila, WA 98188 RE: Parkside Building Dear Chuck: On February 4, 1986, we discussed the landscaping around this building. We agreed that either an appeal of our decision or variance application would be filed or the landscaping installed per the revised plan. Nothing has happened to date, and resolution of the matter is overdue. Unless the appeal is filed or the landscaping installed, we will have no alternative but to ask Seattle Mortgage Company to release the existing letter of credit to the City for installation of the landscaping. If you choose to appeal our decision on landscaping requirements or request a variance, please so file by 5:00 p.m., March 13, 1986, with the Planning Department. Failure to so file or install the landscaping by that date, will automatically cause the City to request release of the letter of cre- dit`for the City to contract to have the landscaping installed. Respect L. Rick Beeler Associate Planner cc: City Attorney Planning Director Mayor