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Permit D02-292 - CONSOLIDATED CONTAINER COMPANY - SILO FOUNDATION, DEMISING WALL AND PIPE HANGERS
CONSOLIDATED CONTAINER CO 6545 S GLACIER ST D02 -292 __ - - - - - - , _ '� �.�. - . : . ; Cityof T ukwi1a � ; } Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT z • Parcel No.: 7888900110 Permit Number: D02 -292 Public Works Activities: Curb Cut/Access /Sidewalk/CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N V Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. _ Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: ,p 4, u ,. ;;;,, 4.;„ Sanitary Side Sewer: N �_ r Sewer Main Extension: N Private: N Public: N Storm Drainage: N '1;.:', 4? i Street Use: N ? Water Main Extension: N Private: N Public: N , rE ' Water Meter: ' Channelization / Striping: :::4:: ** Continued Next Page ** ,.. doc: Devperm D02 -292 Printed: 10 -02 -2002 r` l M,, F F . yy +VAVAMM p , + . - ...• '. • .... 7 , &,,,..-„, . s i „,,..„,, , . k l City of 1 ukw11a . Department of Community Development 1 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: ka;” L O �G,., Date: / 3 -.0 G � w , CC 2 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and J U ordinances governing this work will be complied with, whether specified herein or not. U O 0 The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws W Z regulating construction or the p r rm nce f work. I am authorized to sign and obtain this development permit. j N u W O Signature: L 9 Date: 1 U 2 Q 2— 2 }} g m b N d Print Name: RA.L �-�- � `! 2 �� J . This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is ? f' I suspended or abandoned for a period of 180 days from the last inspection. Z O' W W UO O — O )- W W ' 2 LL H O al Z 0 N H ■ . Z ,, �w.i. . , �,7: 4 p ■ t y 1 i v7�4. ' i .,. rtu; # t i i 7'n Y ff t doc: Devperm D02 -292 Printed: 10 -02 -2002 ' ":j °f G f . �� . 1 • 6 �� 1, IP 4 . � . C ity of 1 ukwila 180e Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS • z . Q� Parcel No.: 7888900110 Permit Number: D02-292 ~ w (1997 Edition), and Washington State Energy Code (1997 Edition). • 11: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for 0 special inspection. . 12: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to ' give authority to violate or cancel the provisions of this code shall be valid. 13: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State ; k ,� a: Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. c :t 5,tj � 14: ** *FIRE DEPARTMENT CONDITIONS * * *rF r ; 15: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: "4 16: Maintian sprinkler coverage per partitions may require relocating rinkler covera e er N.F.P.A. 13. Addition /relocation of walls, closets or artitions ma re �' g and /or � �; t � adding sprinkler heads. 17: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of i;k; ° :` = F, 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., x ` 4%4 Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila prior Y p Y P g g Y Y ,p r 'i., doc: Conditions D02 -292 Printed: 10 -02 -2002 ,. ` 1:Magr' ipfWit'Y�"P- "IIY +t'AtM' YAM+ tN4NPt4+?: Y. WAMS 'tL�raYn»1t!T�+tehMi'ra..Mik Ne+sn .....�....... „.,............... .,.....-.7. _ ........ ....................... �............ ...,... �...o >..o".x ....wwc Yrrn nvro.49x - \••_ • ,W1U1 -,fie fr"s ,. �~ C it y dt 1uwlla Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 to submittal to the Z Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) . 1 18: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and Z )4- . #1901) tY 2 . , ,- kosi'— w1s CITY OF T UKWI LA .M1„ , � � " Permit Center Project Number: ',It i 6300 Southcenter Blvd., Suite 100 • '� Tukwila, WA 98188 Permit Number.^ (206) 431 -3670 'Z.-2 -g Z' ommercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name /Tenant: 1 � Value of Construction: 'r L.0 V\ o i. , ,A, c;f:' i . , .1 -✓; F ,_ , , 0 c (. y 0 , ,/ /:T, 3')0 Site Address (include suite number) , State /Zip: Tax Parcel Number: ' , � C 2 4 _ ! !. c t: r , 7.. ✓J - , ,H fp/ z)7 - 7 . 2 `2 r''J ::5 ' iD " 0.:9 Property Owner: I r Phone: - r , _. ,r- i�;, p f k -)_ 2. 61. 7 . 2 1V - f, y ' -) Street Address: , City State /Zip: Fax #: I 2 f, L, . I 1i;� r f)'( Ili a' /'!r.rf J ?/ 'r ;0,C.. 91:141 Contractor: r �. - 1 . 4 Phone: q o r r , . -. t Street Address: �l C City State /Zip: Fax #: 1,gU ,� lv L t i rei c . 97 soc; 9O9 (,n5 - / Architect: , :___. Phone: r a t_ (.-- lt' s : , . 'i C. T > T - VP) 4r) )-- g ` L Street Address: City State /Zip: Fax #: 31 i U o ' ) ✓ t Q c _ i� , i 9 ` I r . 7 (;- d ' Engineer: Phone: Street Address: City State/Zip: Fax #: Z Contact Person: _ A1,1P5: W ce :street Address: �. City State/Zip: Fax #: Z W = I G s S- C� � l.crc tLt �' �IgP' S 5/- 117 o o tno Description of work to be done (please be specific): Z 1 ( p c.6 c 1 ,y: - 10 kd ) tl c ,,3 D r w , v; ) (7 t....) A I. (_ J = F— P 1 e e_ �s-y, c r s u) O W 2 Existing use: ❑Retail , ❑1 RRestaurant ❑ Multi- family l� Warehouse ❑ Hospital tY Q El Church L�J Manufacturing ❑ Motel /Hotel ❑Office D ❑ School /College /University ❑ Other F W Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family raWarehouse Hospital Z F— ❑ Church 1:3 ❑ Motel /Hotel ❑ Office I- 0 ❑ School /College /University ❑ Other W �p Building Square Feet: 7 3 existing No. of Stories: / Area of construction (sq ft): 'TOO U O— cn Will there be a change of use? ❑ yes ® no If yes, extent of change: (Attach additional sheet if necessary) EU H WW = U • Will there be rack storage? ❑ yes 71 no I- H —O Existing fire protection features: ❑ sprinklers ri automatic fire alarm ❑ none ❑ other (specify) Eli Z U Will there be storage of flammable/combustible hazardous material in the building? ❑ yes Ell no 0' Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Z APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) — ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Dr.ainagt.. rl Stre ^t I o ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ,,,,,,:,,_;.,,,•:,:.. ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. , 1 Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. 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 107.4 of the Uniform Building Code (current edition), No application shall be extended more than once. ' ' - 1 Date application accepted: Date application expires: Application taken by: (initials) ? -d-e, 2- .; v-' 3 """ PLEASE SIGN BACK OF APPLICATION FORM all Moo : Ala Ill 11/30/00 riper-snit rlor i ; a . r.?. r,.. ".•. 1. .., l. r.. rt+' ,P.>'xr:.lx:.t'.•::.r�rt. ' , y,. raai?!S ..Pi . .. 7,Rdiw '... .. +A;14atiyd .'. •R, draxM.a .. .... _ ._,.. r I - - -' � APPLICATI • •S MUST BE SUBMITTED WITH THJLLOWING: • ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED U ❑ Complete Legal Description la ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) . - 1. ..North arrow and scale 2.. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 0 - 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas - 5. Recycle collection location and area calculations (change of use only) • 6. Location and screening of outdoor storage (change of use only) - 7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) - '9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, Z identify by size and species which are to be removed and saved i I "" 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use F Z only) IY g • 11. Location and gross floor area of existing structure with dimensions and setback J U 12.. Lowest finished floor elevation (if in flood control zone) 0 0 / . 13 . See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). (.0 W 171 Floor plan: show location of tenant space with proposed use of each room labeled l W= I— V) w 0 r/ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of W 0 " any hazardous materials; dimensions of proposed tenant space. cL ❑ ❑ Vicinity Map showing location of site c a ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack • I-- x • layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of 1. O rack. Structural calculations are required for rack storage eight feet and over. ItZ F- w O ❑ Indicate proposed construction of tenant space or addition and walls being demolished U p N © 71 O Construction details p — w — ❑ ii Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water H U supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed u- F- sprinkler system design criteria as identified by the Fire Department. tit z ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. H H O ❑ a SEPA Checklist - if intensification of use (check with Planning Department for thresholds). Z ❑ 0 - Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑' Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. ii no contractor has been selected a of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent lithe applicant is other than the owner, registered architect /engineer, or contractor licensed by the State t ` "" - , -. -' 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 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF '' - ' ; PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 071ER lR HO/RIZED AGENT: 4 Signature: 4 Date: ' ,.,r I � .-1..._ Print name: I 1 I. I I ( L I , • Phone: Fax it . . rpm c� t 1 r • Address ' ?7L( D d I ` c l Y ! P c� 1 P v City /State /Zip ; i vci s /ix (Al y ?S J T rat lir 'j .. ..r 11/30/00 clpernii:doc i lam ...r ___ _________ . Y y �: f' e. )k; : : +. .:r :.R,::..' -.'; •5 y, ,, ,t >s 4'i i',1n;.yi1'. el:S3 �%;-. i:S:.;:1:.ay.:rrl ri .'w .....1 ".xvaCMd. 4i d+NmN... ;.+Y4 . -,• .n..: r.: c., .. ,.; r(yYr <,. Fl ....w .r. r<MStn »wmu rtir't+". "• <Y:s. THnr Fl; " .. Y . hL hdirbT Sr. .fit. ■ • X ; +� C of t kl 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 • z . RE CEIPT _~ :mow .. . .• ....a.. a.Lr..D , .'ltiaa.:wua..ar..nx.t:... ^ .. .. ..1.1w» >a......w ♦M r....u...... .. Yy.YM.Y.M ... ......vwe. ♦ a ,r a,N dr. n.� v.'.+'IfM4rc:M5M Hnutnk<f.ao_ . ......■..■-••-• . . \ .{ , • • • ' . z . < • , i I Lu rL 2 6 m L1,70-.7r-,----:-.,--.,--,,,,,,---„---,.,,,,..„7_,,,.............7..„.....:__..,____.,______7....,_,__.7_, —I 0 00 CO 0 '.."— ' -_ . — - — - '.',. , z . 1Z I„ W j U O INSPECTION RECORD � i ` =' !/ w = . Retain a copy with permit bPg ` / CO i INSP N NO. PERMIT Ng. O CITY OF TUKWILA BUILDING DIVISION % 4 !I • 2 6300 Southcenter Blvd., #1 00, Tukwila, WA 98188 (206) , 31 -3670 Q P ect: Type�of In ection: to d n d er c- r 11 , 9 l l ' • 0 ( b4v k;/ = W Address: Da lit Z = , L emr2S•0 -11� � 1 ago3 S pec i a l I nstruc ti ons: Date Wanted• a,rry ,I Z O Requesteiv ` � J j U � Pho N I- p U) I loq—� (zoo -gg . = W . U J 1— '� - � 1 Approved per applicable codes. Corrections required prior to approval. .. 1 " I; G�4 P q P PP lL 0 7T ' COMMENTS: , / ? iii L A - 5 (- •€- : :'- 0 `., 1 Q. , y i. . 411 1 x p.' Inspector, / / / //M Date: /P.- � iy i' ..:,414• El 547. EINSPECTION FE EQUIRED. Prior to inspection, fee must be tiaa paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: .; �',.' .. . . = . . .,,;.w,. era's:.. �.. a„1...,"L. . :.r: , ;,U..�,:, .....:.- .r ,,.z..r.:e i to- 2u::. . r. ;.s;,- �,: . , . .. - a 4:s64 4� ii.nuYln -W 4.,,.. a�>Ki'1'S�.�irrY� s1 � =��},� r�„ �r ,,� t .`a� i, '`i'�' "'4: , _ : -:. CITY OF TUKWILA BUILDING DIVISION '► w ;: -6300. Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 2 1,::: Proect: n Type of Inspection: u „ Q r � G � �� , � s Sp-Pc.IeA = a Address:. ' Date Called: uJ 1 O -�1.0 3 z e. Special Instructions - Date Wanted: a.m. 10 - .)- e ) '03 pm. Z I O Requester: 11J uj p` Phone No: UO N . r a '° I. proved per applicable codes. Corrections required prior to approval. _-. U 1 I LL' O -. },.. ' CO MMENT S;. . , Z v u) i _ ..q-Pa<./f C� \ "InI \� i - 1 P Y `t {� -� F 0 • �k ` I Z A SK-\ 1G� -Civ � o I lat.4j i v‘ r �t s •P( c_ �' = CO�C r'u 1 h S .. I. S r ( rte I D th.t 1 r... .>0\1S 1 S , r � . " 4 ' .5 4. 4 a: o y l! .,,z Inspect° . 1- Dat e: _ k { . . - - ,0A 1 \ U )1`G t, \ 547.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be k ' frig. ,� ,� , 0 paid at b300 Southcenter Blvd., Suite 100, Call to schedule reinspection. b q ;7 T ' Receipt No.: Date: st..s . Ir,: .: .. _._ .W.e._.' - Miau?✓4t .:.+.o.w ....^.,..� _ .. .. ,;o axri- ,,,,,,,,,„,,,,,i„,4444,4,4„.„, = z1;44,4llt Z'rTiAC.A.Vs. io;..g g .' . - , Z . 1- Z ~ W ( , . . _1 O l.. 0 0 . 0 �- ► fG co W (1 � , .. INSPECTION RECORD 2 %Z . '' t Retain a copy with permit ��� I 0) u_ INSPECTION NO. PERMI O. W 0 CITY OF TUKWILA BUILDING DIVISION C ( f 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 u. { Project, - `Type of lnsp ction: / N 0 r4 - Z� d t y � (*t2??'t.�c,_,_ 4 ' °6.6 /(/6eiiz = W A dress• Date Called: Z H I Special Instructions: Date Wanted: "a.m. Z W /6 " 2% - 3 p.m. 2 n i _ Requester D CI Phone No: 0 1 %0 i ' ` 6‘a-cF O z H Approved per applicable codes. D Corrections required prior to approval. LI Z COMMENTS: U I SN64 pC COs_ A C , Z f I µ j1 . i Mks" S h?. Q f y ? rtt.., fty y , i i .4' ,or t , Inspector: Date: _ I El $47 REINSPECTION FEE REQUIRED Prior to inspection, fee must be ' I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �h'_= 1 Receipt No.: Date: .i e '; to w1 .. [ i a .. - ,. - • ;:.. ..,5 t, ... dgy , ' pt' x� ' ... .. .. - i:` tj;Y. .,F„a'., . ;t;:A „ k +.F3?✓ � -' a iiem� ..9't:9'k`fSiw''.if:�ii ?`�'tS{.['r`.;q ■ -"( , ' - • ■ Z ; Z rt GC 0 0 If —J RECORD DO-292- w i Retain a copy with permit 1 t 0 - 292 i cn INSPECTION NO. PERMIT NO. LL O CITY OF TUKWILA BUILDIN DIVISION, 1 T . 6300 Southcenter Blvd., #100, Tukwila, WA p8188 { 1 (206)431 - 3670 LL Q Pr o Jec t: • Type of Inspection: to d ov ers o 11�U -te ► 1 /V T . iU"�1itz-,�vggb = W I Address: Date Called: ~ Z. { ( f� 5. &l e.te Jo %(/ o i Special Instructions: Date Wanted: ,/ a. m. \ Z I— ! ~ I o13 -a10 -5 P.m. J Requester: / ` / ,J D p Phone _ c F 0 --. coq &bo 8900 =� . Approved per applicable codes. El Corrections required prior to approval. u ~ O COMMENTS: ii N co & c: (- A, 5 1,- o,-• -1 1. ? ..,,td /, . `/ .✓9r-�r O .3 /sP a I /( • , r c- , , l , ! ft l.•( " •( • - -- i,\ . . / ' . 1 V b+i MI 4 1. J , ; ■ 6 i ; � . 1 4: llnspecc•r: 1 , Date: ..' I C = I e� . �i^.tc /CI / L 2/95 A �,,,`�' `x;,;.47 I r jof Gz .00 REINSPECTIO FEE REQUIRED. I fior to inspection, fee must be ):°z " ` aid at 6300 Southcen er Blvd., Suite 100. Call to schedule reinspection. ! Receipt No.: 'Date: " • ; Ill : 1 - ;? ,;, 4 . j d • ar.' .. t.:i ' .3 n o- , : sfESi)t&is.1�* . �,Y4:« ..4;hirxx:,� „� «'4uM;1s� , 2 A34/14.444.4)..1. - , .. .. .. . • z . SZ � aa W ' N c I ''` INSPECTION RECORD ! py permit , ; J Retain a copy with ermit b 0 . � 'A .- (/) w INSPECTION NO. PERMIT NO. 1 w 0. ;, CITY OF TUKWILA BUILDING DIVISION N- w 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g Q P eject: Type of Inspection: N d ;oJ( /SO L - t g 7 /!e•e, /ifw ' 5T&x)i4 F W . Address: Date Called: I /v. GI: c -.: S • Q-Xe,7 / /c ) /7 - Q3 -/7 r•= o i, L,, Special Instructins: s , / Date Wanted: � a.m. Requester;., ! D CI / ,t2 L o N . Phone No: 0 H 90 �/' -60---,c7•4 w , Approved per applicable codes. J Corrections required prior to approval. U_ ~ O A Z COMMENTS: / � F .— , 1 7 U = P c O F- _ C'6, - . ' . . t 4 n ',z*, p,.�'i , Inspector: ...4f Date: � fi t h 3 � 0 $47.0 REINSPECTION FGREQUIRED. Prior to inspection, fee must be MOM ^^ �,� paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. e ''.r Receipt No.: Date: ' .0 ,, R i ,‘'4 r .l d '.ti a� 17 ;F`+:. .7ti:h.a,i:4 ..i z1K'7: ',M « ^ .'t ,i + .a ..,, . . i,, , ,...r... v, 'tit _.., ........ `:1` �� .� , ��Y - , , , ''.:t.44,,s,4,0Yi9ll3�C� TiF:it:4.v44,, vk5v6F4 , } { +: e' , . , • • • . Z • HW r4 2 D _._ V0 co co W INSPECTION RECORD �� w i Retain a copy with permit N : t INSPE ION NO. PERMIT I w O CITY OF TUKWILA BUILDING DIVISION - *$ • 2 ` 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 } u_ P 6 Sof ►�l� ll �� �t ' ' n s Vic 0 Di. Type of Inspection: i i 7 = d 1 w Addles ,:/ Date Called: Z WI C7 /�CIPr sit I-. 7-/ i- o ' Special Instructions: Date Wanted:zz 13 a.m. Z W Requester: 0 co Phon 0 N . 9c�: .....67A0 - , 7o W W H V P �' Approved per applicable codes. El Corrections required prior to approval. lL Z CO MENTS: w U= 1 _ � (";1_ A-. 5 P,,, 7 - 1 . i \ r . . i y , P.A Z. j, 44r(INA4 Inspector Date: ' 0 ' q r L . r / �� � �Tdl $47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be "` V 57, . EI paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ' . ''.:4 � mom "' ,�.., .. '. �.: 3 f .. : .*.fir .. �.v- x e . �',;, °tsrd.:a >: irt41;�.:z.,X`s?N.:ii;katsait rr''a.Pti•SLi.S;ei ; r'i.= a.i!5 - r:esl $�3ii•tt`r- ±:s, .? ,�S ._ .. .., i ... .... .'Pti ,-. .. �. .. �.,t! ..rt �h wky:i::'�t..,T a',..�a...r ��..r:.v., dr..,J . i , . . - , ' - . -- --- - -,- , - .. , Z < i f— Z LIJ re 6 r -..=.—,... r:'":; , -,-; --.' -::. ,.. . „-- rt i ca Li perm W (rg i I ! 1 U) 13 INSPECTION RECORD Retain a copy with permit , INSPECTION NO. PERMIT Ai i . / 0 LI.1 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 .' i , .,fi )431-3670 , 1 a v, c i . , ) . 0 --1-0 1,, 7 1 • }H-k-k si ri ? a boot I, I ., . ! 1 : . i , 1 1 . , i . : (44.t ,..:•,NAI i .; i ! ' 1 ,_ Inspector: , Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be 1.14.icaq,,, T,A3 fiXea.54A i C paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. it ' ygi 1 ' , Receipt No.: Date: l . Mo ; . a ltti.44 " .:114' , • , , ,..:„ .. :„ :: , • ',W....,^2 o',',/, -.10,4;11„,A;-;" , 1,,,4t t.ye..;;; .0;.....v., ;1;;;'. ,rmAtf.;;; . . , - , , , 1 I , - ,- . - ' 'p ` k s `., Inspector: Date: ' = i. - - CY> 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ,/ paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: i ;1 fm,5, ):, i • .' .nr.. , ..tr ti A. +2 _ .� :.%;• �+* i+d+ futr33p'�1 ..7.•11riFp. .k N�hxa a';.'i;:: : ti, w, 'i1 :2 � , .. r � : t.7 = .z 1.r:A .a5.` !lfi,o, fVC i • 7.�j�M4aJ`�iSiClFA ... 3'l7 iksa. 3'3vy S�.:.�r:1� �i�J :.v ran. w.i. �Y .... .. .., .. ........r . , * ■ . • , ' • Z < . • I i I— Z r y W 6 = 0 0 u) 0 1 u) Iv 1 INSPECTION RECORD w x i 5 s I— 1 / u) Lt. 1W INSPECTION NO. Retain a copy with permit Poc,?-c=2/0? _ PERM 0. w 0 I • 4 0 2 CITY OF TUKWILA BUILDING DIVISION ' •4 1 6 • g 5 - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (216)43 - 670 1 Ppiect: Typegf Inspectior ji 7 W — 0 { r ...447—. i()(e.// -eft 1._ Ill a A dress Date led: 1 5 ( -/5" 5 G/e/or V 1_0 zi-- 1 Special Instructions: Date ‘anted , 1.1.1 ui , / 2 n i n 0 , Requester: 0 u) L / 0 — CI I— Phone N°: ()9 196o-Nco ' Approved per applicable codes. 0 Corrections required prior to approval. : 17--- L I 0 Z al u) COMMENTS: L-5—' ( Ap t ( &"1•F■r(-: .., 0 = . 01— i • R I:. 4 4 -kc:a.- (ez - (1'1,1 z . i ,....) o - C t..)1/43 14,- t k — tIc.iz/) • 1 t ‘ I 1 i . l 1 1 _ 1 . Y--- --,,-"--- i ',C 1 1 I I ' \ctor: Date: , I •N\\ Date: ''''' C" ... I 1 • — • 7 — v3 1 II:Ai:Aft . .i _.) 1 ,R N $47.00 REINSPECTION E REQUIRED. Prio to inspeion, fee must be I i io Ilk , Z 1 paid at 6300 Southcenter lvd., Suite 100. II to s511redule re ] Receipt No Date: WM , V L ' I - . i i . siommiimasiiiiimmai , ...,.. • :1,1.' . . , , , „ , 'U. h 1 - A'',:'>0 , ■ ` 1;+: f..., , ', &O!'n`i'i;, *.:: 0 ilt?. • • , .- • w. • l z U I.' O �(. INSPECTION RECORD 2-0) � �.. ; O i. ,, , , . . , t, i. * z I Retain a copy wick perm�. c INSPECTION NO. PER N• j o u. CITY OF TUKWILA BUILDING DIVISION ' ,. o 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro' ct: Type of Inspection: (4 ?/ , r /,vP,e /N! . If ;11 l:1P>, ,; d Address: Date Called: W Special Instructions: 57 Date Wa a nted: a.m. 7 z O Requester. g D Pho a / O co // ) 4 f7oz W �- i H U Approved per applicable codes. El Corrections required prior to approval. F „ LL COMMENTS: . Z 1rO ' r : GL A 4 nr.of 2. l 4 3 f' T\)r 'm 3 - M 4 r) e ?MLA 11 - V: ro011" s) (le ,1n I { ^ � g.Y r, c, 4 m " Ins ector: Date: t = ^z ° ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be � " p �ah#w1g} i" r z paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: '''` } a. e I - . , " :1' • , z `- Z U (,. INSPECTION RECORD w = I` ✓' Retain a copy with permit T�w�'" °`- ...I 1.... -.-..., ( , ,•-• _, ■ . ; • .■ Z < . . I , E.- Z in rt 2 6 m i _, 0 . 0 0 _ 4 . , u) 0 2 P INSPECTION RECORD • ., O.3 - Ol'ee u) w w i . -J 1- Retain a copy with permit 1 . INSPECTION NO. PERMIT ar w 0 , --- • Z • �Z CL W $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be 1 11 •.� paid at $300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: . , - , KawKbha ialiSAW' iii9tdJYKv�S. ;-fh. }i3,A ✓•..li:vauuk __ , . . \ r 1 '=-1 ":777.7;ic.W.1,, .• se:' irolcm•gx.. ''..r,. ' ' • • ' s 4 ' 1 -- , &if .......-7,0::;............ A 10 ......., i . % City of Tlik1/141C7 Steven M Mullet, Mayor 1 4 V1 0 t lai k4111 i1, 1 Fire Department Thomas!? Keefe, Fire Chief 118 0 : il ' , V C . ............... .0....% 1 - _---- - z I I-: 1-- z re LI-1 TUKWILA FIRE DEPARTMENT . 6 , FINAL APPROVAL FORM 0 0 u) a co w 1 11J i —J F. Permit No . no 2 — 1 Z._ I co u _ — al 0 g 5 u.. a W D I Ci Z F— Project Name 1_ 0 z i_ Address Z- rV5 --- C . al 1 1 id / .S Suite # w w 2 D D 0 0 .. - 17.," 0 1-- tu w .... ..,,.. _ .. ... . Retain current inspection_ schedule i 0 • . - . - ,, . i-r- - Needs shift shift inspection -0 Lii z 0 u) PI ty‘,/r/f-." 0}- %et,'" - • Approved without correction notice z V Approved with correction notice issued Halon: Monitor: 1 Pre-Fire: Permits: I . 55 5 ,41■01V ...---'.- / / 4,,fries"-' ,--- ,- ,, ”. / , ,, , ,---- z .....yi f.A..) -,...4-..-7-..7- ._9 7 _.-) / lc-4)5 C, 000 . Authorized Signature Date ill FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 1,471 oftiais, Aro 14 416:11.C. V11,4 1■4 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 ' A 3.' 'led K r oi ' ,a Environmental Geot echnical pr Construction Consulting • Engineering • Testing EC E I a/ E D REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TES a/ .• I CLIENT: Hal 1 -Iabert PROJECT: Consolidated Container Silos JAN 0 6 2003 Cal Craft Construction 6545 Glacier Place Design Strength Specification: 28 3000 WORK CONFORMS: FQ YES ❑ NO ASTM Test Method: ❑ C31 ❑ C39 ❑ C143 ❑ C172 ❑ C231 ❑ C1064 ❑ C1231 ❑ Other: REMARKS: A PSI representative was on site to inspect reinforcing steel and to witness Respectfully submitted, concrete placement. All reinforcing steel for pile cages was in accordance with Professional Service Industries, Inc. approved plans and specifications. Cage placement was being inspected by the geotech engineer. The representative sampled grout at truck. Supplier did not C:g" have batch weight sent with truck. Samples were taken after water vas added. " ft .x r Scott J. Thomas, P.E. - , pi4; ^.�; a .' Project Engineer : ; 1 : ' 'i.1 :.ca ; 4 cc: City of Everett .r'P 3 -1114 THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. ? r Z Y j!' r ° • f . t W Il d ( ]J U 9 ' 71'llffl( )!1 I () falf 0 Jl REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. ' ) • 4 Professional Service Industries, Inc. • 3257 16th Avenue West • Seattle, WA 98119 • Phone 206/282.0666 • Fax 206/282.0710 _ z �s,�l'; `. ', ;.t WO 1 - —■ —, - • , - ) D rire7Smil Information i� To Build On DEC 0 5 2002 Engineering • Consulting • Testing COMMUNITY • REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TineVELOPMENT CLIENT: Hal Habert PROJECT: Consolidated Container Silos r } Cal Craft Construction 6545 Glacier Place 3400 Pyrite Street Tukwila . ---" . . ' • I \.4r \ • 11� ® Informat - _,. � .To Build On RECEIVED ;` Engineering • •Consulting • •Testing • MAR 2 6 2003 . LL , ' DEVELOPMENT 1 REPORT OF INSPECTION ACTIVITIES Z CLIENT: Hal Hebert PROJEC Consolidated �'unlainer silos ` .: Z Cal Craft Construction 6545 Glacier Place � W 3400 Pyrite Street Tukwila. WA 6 . Riverside, CA 92509 U O PERM IT NO.: ' I u) O DATE: March 5, 2003 J013 NO,: ' 7I2- 2(1214 -3 W _ INSPECTOR: C. McBride REPORTNO.: FR32083 r J H _ REMARKS: • � 1 N W • A representative of PSI was on site to verify materials and procedures or epoxy W 0 I. dowels installation. Contractor is epoxying 5/8" diameter all-thread to a depth or 10" Epoxy used is Hilti I -ISE 2421, which is specified in stamped RFI. Depth, rod type and U-- ? . • epoxy type are in accordance with the approved specifications. Contractor blew clean the = a holes and applied all - thread and epoxy in a manner that eliminated air bubbles and f— 2 ensured proper coating. ?i.- . H 0 Z I— ' WORK CONFORIIS'I'() APPROVED PLANS: f x) ' i s NC: W W: a D0 Respectfully submitted. '0 Ni PROFESSIONAL SERVICE INDUS'T'RIES, INC. 0 H . W W ' �— .~ - Jot an Baas. Z reject Manager U U) CM /tIn ~O Z ' t - I ' 1 �. j ,. I I I . I • I . I • . i i � 4 t,l + fi j i f I .rt: �. .A7lZ' (Nf1. N S /QTY • ff !! } d cc: City of Tukwila t ,., ; , c REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC. ;'x ''�` 4' ` 4 . Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282 -0710 .. ,t. i:, s.: aL1 ..- .,5>_....:v.k�i:'t. >... .+..::f.s::,..i: .+»•wuoaw•cr:wt ....«. w.: n+ a+,. n...,:.:.,-.....,,.,..... w,....., ,..v„n..w......,w.,...,..:..xw. crag: tam .xrn+ nnr..ee•.u........,..« 1 . • ∎ N � Consulting • Engineering • Testing . Z 1 , H t Z ' F- '. ' w � �_ ,L+ 6 October 21, 2003 `' `, 0 0 File No. 712 -20214 U) Building Inspections I CO u City of Tukwila Building Department w 0 ■ 6300 Southcenter Boulevard, Suite 100 2 Tukwila, WA 98188 D. a I Subject: Project Name Consolidated Container Silos z i, • Project Address 6545 Glacier Place z O Permit No. D02 -292 CJV `l` w w Do We have completed the requested special inspections on the subject project. Our final report, dated March 0 c 5, 2003, is numbered FR32083. o H ww WORK INSPECTED F :-. Epoxy Bolt Placement = 0 Reinforced Concrete Placement iii o O F- , To the best of our knowledge, all work inspected conformed to approved plans, specifications, UBC, and Z related codes, and /or verbal or written instructions from the Engineer of Record. Sincerely, PROFESSIONAL SERVICE INDUSTRIES, INC. \ . . ' . . ordon Lloyd, Project Manager, Seattle Construction Services Department ` %, .�yYyi cc: Hal Hebert @ Consolidated Container cl i � ' - * iw 1 h?' 4 1 5 "IN ; , j ` 1)1/01JI'aflti;l ! built/ ='.i11 '± Professional Service Industries, Inc. • 3257 16th Avenue West • Seattle, WA 98119 • Phone 206/282 -0666 • Fax 206 -0710 r t • � , .- — - - } Sheet 3, 9 -6-02 Comp = 7.595 x 10 eccentricity := 0 Use 16" dia. pile with #3 spirals @ 15 " o.c. F'3.I16 = 1 . 533 x 10 z Double curvature, (restrained at grade beams). Point of fixity, see report x := 15 re L ■ . .. (Inches) , Based on Bond or Based on Steel Strength . Based on Concrete Based on Steel Strength Concrete Grade 60 p 2 2,000 pal Grade 60 /C 2 2,000 pal (pounds) (pounds) No. 3 3 2,440 2,640 1,700 1,700 No 4 4 4,340 4,800 3,030 3,030 r , y . No. 5 5 8,215 7,440 5,150 5,150 . , a s� No 6 6'14 9,225 10,560 7,530 7,530 ,,7• , 4 i. .. No. 7 7 9,300 14,440 8,800 8,800 Yr 4 - No. 8 9 13,995 18,960 9,620 9,620 , „•, ,,;,`,•; 4 sr,' .- • i No 11 12 20,735 37,440 18,200 18200 04.;'yik-4?P tc For SI: 1 inch = 25.4 mm, 1 psi = 6.89 kPa, 1 pound = 4.45 N. r a r x, 'Allowable load must be the lesser of tabulated bond and steel values. Load reduction factors given in Table 5 for reduced edge distance (c) and spadng (s) must l;,e % - - : be applied to values in the bond or concrete capacity column. Linear interpolation may be used for intermediate spadngs, edge distances and embedments. • , ; i.i' �; ?d Load reduction factors are cumulative for anchors v1th multiple anchor spadngs or base material edge distances. 'The tabulated values are for rebar installed In concrete having the designated compressive strength (1 a or higher at the time of Installation. i.• .'' 'Allowable loads based on bond strength have been calculated using a safety factor of 4.0 applied to the mean ultimate strength. rF ; ;` :: ; °; 'Concrete thickness must be equal to or greater than 1.5 times the anchor embedment depth. "''' "' ` 5 The allowable tension and shear values for rebar to resist wind or earthquake loads Is based on the lesser of concrete/bond or steel strength, and can be taken as ° F'�a: �{ • 1.33 times the static values. 'i`J 1 1 4 r ,,:... ` \n!, ,,,; ,si• W + ta.Nlt..,.r•+ ,x .-, . , ;Pt tylrr]rY1.Y':Sq:.'H^�AfVar, "r- .y., :.�•` n,,na .Irr *.tv iiJ.e ^ Sy 7;r„ ;: -7.y'.mAr: , :1 , ,`.` 1'.: F n. .'...nvt >'s:, ;5: .t7•r - .y+,ej+rr�gcc ru. y.,.; a :xrrn +,lac:i•;m:Y,•.,,..;;::... , , .,-, , .. f ia_,+ ■ . n FILE COPY • ************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** INDEX . for z . STRUCTURAL CALCULATIONS a w rY ? Silo and Utility Trapeze � 0 FOR co O W Iii CI : Consolidated Container Corp. _•,�.,'��;; J 6545 S. Glacier Place r :''-. lY ` ' ' ` -'� / W 0 Tukwila. Wa. 98188 � .ry MANNING ENGINEERING v n', _'_ ' ` .1 i 0 2 Enterprise Circle ....- � " -r„...7..,, ^ -� ='� ~ _' 4189 p ..:._. '; . z Temecula CA. 92590 Tel. (909) 296 -1044 z w ~ w Cal -Craft Construction RECEIVED v a . 34 Pyrite CITY OF TUKWILA o 0 Riverside, CA.92590 SEP 1 I 20B2 = w' Contact person: Hal Hebert PERMIT CENTEA LL p JOB NUMBER CC -0202 w z U SHEET SUBJECT • o ~ z SILO . 1 through 4 Silo Calculations, Lateral, piles. slab & GB SC -1 thru 6 Computer analysis for Silo, piles, slab & GB . Utility Trapeze 1 through 3 Purlin and GLB loading • . C -1 through 16 Computer analysis References - , fo-i-1-``',' , � � d ' o a' �5. , ' / . or wA R -1 through R -3 �' ' ,,, **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *', *.q **40,142*** *'� * * * * * * * * '-; 'Y r r'4 R 32532 � L t � '. a , " s S ioNAL . „,4 / / ?/ t O 2 � i�� ' ' c► . ' r �.:r�{n v:riyTv .9 TO g en ' • !. r4 1 , — . i • - .•- • • `• ,. .:.,:. ,' ...; .,. .:. .. ::' ...: a.. .. ,t , .v ....SndV. .atl.uuae...:.J:.«. _ .... .... .. .. .. .......... .. _.... ....r.,. ..__,. .. .. .- ....�_..__. ,• •>,• • • .. .. .. ._ .. .i.vl.'n.1f3:.�.t...' i.JJ4t i.Jiv ^t n' '.Y7 '•.1..• • P M • • - • • To specify your title block on Title : • ` Job # these five Tines, use the SETTINI.., Dsgnr: Date: 9 :05AM, 7 SEP 02 Description : • selection on the main menu and enter your title block information Scope : ' "' / will be printed on each page. ' aw. 310300 .. ..; . « W....,_.» .: ...._...... . .. ..,, •. - . »,.., ..._... 'b` . . ..... ... ..n,.rv..,.o. ,. .. , vec..u. c. w.,- w.• r«., w, xorw.. w..» w•...• ...........,..............,..., .,........, .. Ti&)� T , ' , • • , • • •■•■•■•••■•■■■••• ,' 1 To specify your title block on -., Title : Job # these five lines, use the SETTINba Dsgnr: Date: 11 :16AM, 6 SEP 02 selection on the main menu and Description : enter your title block information Scope : S C will be printed on each page. L UsIr.KW.060331ZV1r3I.3fl41.1999.W11132 Multi -Span Concrete Beam c:\�\ c.,.c�ft. W..�,t+:c.icuu�o 1 Description 12" thick concrete slab ilex e 4 Z General Information Calculations are designed to ACI 318-95 and 1997 UBC Requirements , 1 Fy 60,000.0 psi All Spans Considered as Individual Beams ACI Dead Load Factor 1.40 ft fc 3,000.0 psi Stirrup Fy 40,000.0 psi ACI Live Load Factor 1.70 D Concrete Member Information d U U 0 Description Simple rpm to CO tu Span ft 12.00 J H j Beam Width in 12.00 1 U) ! I Beam Depth in 12.00 f W 0 End Fixity Pin P Reinforcing Center - 0.65in2 Bar II • • 8.75in --I Left s., ., CO d Right e.t _ Loads ? 0 z O Using Live Load This Span 7? Yes W W Dead Load k/ft 0.667 U D Live Load k/ft N Results Beam OK H W Mmax = Cntr k -ft 16.81 I— 0 @X= ft 6.00 Mn • Phi k -ft 23.69 U_ O Max @ Left End k -ft 0.00 iii U) Mn • Phi k -ft 0.00 U = Max @ Right End k -ft 0.00 0 I— Mn • Phi k -ft 0.00 Z Bending OK . Shear a Left k 5.60 Shear @ Right k 5.60 Reactions & Deflections . DL @ Left k 4.00 LL @ Left k 0.00 Total @ Left k 4.00 DL @ Right k 4.00 LL @ Right k 0.00 Total @ Right k 4.00 Max. Deflection in -0.091 @X= ft 6.00 Inertia : Effective in4 1,090.00 "" " " ,\ ' Shear Stirrups v , , " � ,g Stirrup Rebar Area in2 0.400 ' �, Spacing @ Left in 4.38 4! j ', Spacing @ .2•L In Not Req'd t .`; +,. yi1., + Spacing @ .4•L in Not Req'd -,. , Spacing @ .69L in Not Req'd ' '_ Spacing @ .8•L in Not Req'd i '. Spacing @ Right in 4.38 1 „c4.„, 5 , 1 ; ` .' ¢ . : s f 1 , m. k48 I +fact L4 f.r.. . - .: .. • l.l.1 .. .I l;i. tiJr {,:..Y:.t i.5 .:.t ••. .... e`S'.�,Ni.4tu. ?,.,. di /lwti..:'tiA!:: fl..uJ +�3xyjg. W. .�. x . r. -... . . tF.. . ::t:.'rc..n:te. .N...•Wt.1J' CNM1[! aNM+ nLw.. wnn' awv .- w- .«....., .. ..............._. . . l 1 , ' I . . r- „ . • ( , ‘ ' --- \ 1 , It ..1 Pi cce4 1 i 1. ( z 1 < . • 1 I r— , j— Z re ILI , D 1 00 u) 0 66 ft U) al UJ I -J '— 0. k/ 0.66 ft I 0 IL: uj 0 1 I 2 g --J LL. a u) D - -- x 1— W. Z it I— 0 Z 1— 12.00 ft 11.1 uj 0 o 2 D D Ci Mu:Max = 16.80 k-ft at 5.99 ft from left 0 • 0 D Dmax = -0.0914 in at 5.99 ft from left 0 1— ILI u j I . I— g DL Reaction = 4.001 k DL Reaction = 4.001 k 11. I - 0 . .. ! Z i LL Reaction = 0.000 k LL Reaction = 0.000 k W o U) ■ • Total Reaction = 4.001 k Total Reaction = 4.001 k I= I ' 0 I— Z l • \ ■ , t 'Al' kiti:al. t u 4' f'it'l,t% kfri, i gst * 1 li ;:ov , f . i law - Ofiv547,7:11,; „:17114,,.. i ,...Z.:1...... , ..... 1 . t . 1 , * , . • . -� • • To specify your title block on Title : Job # these five lines, use the SETTINk..a Dsgnr: Date: 11 :18AM,�6 SEP 02 selection on the main menu and Description : /� enter your title block information scope : C r. will be printed on each page. Ire: 310100 User K •0607017• 3.{.S• 12411•1999. WW2 Concrete Rectangular & Tee Beam Design Page 1 �o) � ENBR c : \ec \cal -craft, wcecw :Calculation .. Description Grade beam longitudinal 30 x 24 7 Y I I • _ ..- • . ,. ..• .!. I . , —.. ,..---.., , ... • '—'-‘,„ , ! . .., , , 1 ,' 19 . 1 AO' H “ t 1 . I i . f I Z I 1 ' .1- Z Ce c . 4.66 k/ft 4.66 kill ,,,c D ...1 0 0 0 1 . C/) 0 (/) W W i I —i 1.... 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I. 1 . ... , . �./ — •_— . � • Sheet 1, 8/27/02 Cal Craft Silo Base. Z Gross soil pressure W := 182000 W f := w W = 808.889 , i Z 15 re 2 #pay . , r‘ ° .' ' " , 1,„'N a 4 ,; 3' 1� r ,f• :Yny , . , 4 . , 1 1 i 1 3 i Sheet 2, 8/27/02 Check interior purlins, 4x14 df #1 rough, f b =1800 psi, span 24' -0" (face to face of gibs and wall) 8' o.c. L: 24 4 =I -: Trapeze P := R1.8 P = 157.263 x:= 1.58 E' W r 6 = .; For analysis see C-4, C -5 & C-6 (E) 4x14 purlin ok v vo co 0 Check exterior purlins, 4x16 df #1 rough, f b =1800 psi, w = span 26' -0" (face to face of gibs and wall) 8' o.c. Purlin L : = 24 1 ' I also supports a percentage of a 3000# cooling tower 1 u) wO Trapeze Ptr := R,..8 P = 302.24 x := 26 - 2.08 x = 23.92 J Um Q Reaction on purlin from cooling tower = a t-w I . 1 Tower less roof LL Rtowcr := 1500 - 5.5 •wll_paf Rtowcr = 1 x 10 x := 4 z .. o , f w~ For analysis see C -11, C -11 & C -12 (E) 4x16 2 n purlin, ok including 3000# cooling tower o o 1- GLB's DL + LL 4- trapeze trib := 26 + 24 Crib - 25 z w ' 2 1- �' u. p DL w w tri w 341.563 W Z dl _plf := dl ,_pa r dl _plf = U lA F- _ o I- f LL w w 75•trib w 375 Z Il�lf Il�f ll�lf = i I GLB 43.562 R1= 19.658 R 37.78 . 1 i lb GLB + R • 26 - 2.08 + R 24 - 1.58 lb - 96.683 8 dl tn := tl r 26 1 24 g dl tr - Total DL wdl tl wdIjf + glb di trap wdl t1 = 438.246 . 1 t I Check short (carried) GLB, 6 3/4 x 21 L := 50 - 2.10 L = 30 DL j L wdl t1= 438.246 — : ;... LL I I w = 375 , K > , +r. "�a {i ''f U il_plf - 6 ° 4e ; .; ., .1 t For analysis see C -13 & 14, 6 3/4 x 21 o k R 1 , �� Y (E ) dl := 7160 R := 5630 ,' ' /(I .. .. ' e..f..1.•1. •�.. ....i.iL.iSIJi.ei.lti•.'.ti.`N. N. 'bt, •.. .(...w.v. {.,yi4'.1.' /!4. ... Y•..;..i.un. .`3: . .. eLS �Yu"Ait:./'ir./ t12. Mi1LIVYI4• gi4Y4 'lM.AYa'N•IVrb.W+i...+vv... ► —' ._ ' . • — N 4 ; , _ , / . : To specify your title block on Title : y Job # these five lines, use the SETTIN ,S Dsgnr: Date: 4:33PM, 4 SEP 02 Description : selection on the main menu and - enter your title block information Scope : } will be printed on each page. ■a: 310500 Ulm RW4:160 ,. s.1.3,ria..ivw,wid2 Timber Beam & Joist Page 1 04 143-99BiSICALC c:\ec \cal -craft, wa.ecw :Calculations Description Ex purlins with trapeze, DL +LL e • .'"' r z . Timber Member Information Calculations are designed to 1997 NDS and 1997 UBC Requirements • = Z R ough sawn ft I r rrr :` ' To specify your title block on Title : Job # these five lines, use the SETTIN%..i Dsgnr: Date: 4:41 PM, 4 SEP 02 selection on the main menu and Description enter your title block information Scope will be printed on each page. Rim 310300 Um: CW40033r,.vr3.1.3.riJr•)999.w102 General Timber Beam Page 1 I (0) 1983.99 ENERCALC c ; \ec \cal -cnR, wa.ecw:CalculatiooR Description Exterior purlin with trapeze DL +LL C .Z. . z . General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Q • - j Section Name Center Span 26.00 ft Lu 0.00 ft CC W Beam Width 3.625 in Left Cantilever ft Lu 0.00 ft D Beam Depth 15.500 in Right Cantilever ft Lu 0.00 ft 0 Member Type Sawn 0 0 Fb Base Allow 1,800.0 psi w 0 Load Dur. Factor 1.250 Fv Allow 95.0 psi CO W { Beam End Fixity Pin -Pin Fc Allow 385.0 psi I N E 1,800.0 ksi 1 6 W 0 [Full Lengh Uniform Loads i 22 p. Center DL 109.00 #/ft LL 160.00 #/ft u_ < Left Cantilever DL #/ft LL #/ft u p Right Cantilever DL #/ft LL #/ft = a 1_ W Point Loads z i- Dead Load 302.0 lbs lbs lbs lbs lbs lbs lbs Live Load lbs lbs lbs lbs lbs lbs lbs t O ...distance 2.080 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft W Summary 8 N Beam Design OK O Span= 26.00ft, Beam Width = 3.6251n x Depth = 15.51n, Ends are Pin -Pin W = Max Stress Ratio 0.849 : 1 I W ' Maximum Moment 23.0 k -ft Ma�amum Shear *1.5 5.7 k I- H Allowable 27.2 k-ft Allowable 6.7 k - 0 Max. Positive Moment 23.05 k -ft at 12.896 ft Shear: a Left 3.77 k 1 Z Max. Negative Moment 0.00k -ft at 26.000 ft a Right 3.52 k U Max Left Support 0.00 k -ft Camber: a Left 0.000 in 0 I- Max ei Right Support 0.00 k -ft a Center 0.864 in Z Max. M allow 27.22 Reactions... Right 0.000 in fb 1,905.24 psi fv 100.77 psi Left DL 1.69 k Max 3.77 k Fb 2,250.00 psi Fv 118.75 psi Right DL 1.44 k Max 3.52k Deflections • Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.576 in -1.388 in Deflection 0.000 in 0.000 in ...Location 12.896 ft 13.000 ft ...Length/Defl 0.0 0.0 ...Length/Defl 541.7 224.72 Right Cantilever... Deflection 0.000 In 0.000 in ...Length/Defl 0.0 0.0 Stress Calcs Bending Analysis Fj Ck 22.939 Le 0.000 ft Sxx 145.151 in3 Area 56.188 in2 Cf 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Req'd Allowable fbvrik4,.Y. A Center 23.05 k -ft 122.91 in3 2,250.00 psi -/4-- a Left Support 0.00 k -ft 0.00 in ;; �;;.5 , 0 3 2,250.00 psi ; Right Support 0.00 k -ft 0.00 in3 2,250.00 psi ti , ° :., if_: ; �t , • Shear Analysis a Left Support @ Right Support Design Shear 5.66 k 5.28 k , rr . Area Required 47.682 In2 44.4781n2 ,;',,; 0 jkt Fv: Allowable 118.75 psi 118.75 psi i s. Bearing a Supports .i:'sg:fa :. Max. Left Reaction 3.77 k Bearing Length Req'd 2.705 in!!,? Max. Right Reaction 3.52 k Bearing Length Req'd 2.523 In tt,rrii ,: agivo -,•,,,,,„„ Z i v?" ... ,,. ... :..> .......� , . +gin: • tt. ),'.n'F.Sicr.:wVt..;b.i,Ma'n rttnit:r5w }, :rw .� ".:u::a: k:r7xFQ a: •t' -i .. A,... .. .... _ ci .++x:..u., r,urv. D't +:.nnwN . ^#x'!6AS•kkys»Y•�fhn+cMwR.+.* pro.+ M. ar. mr. rro. e...; w. «- n.....r.».....,......o..w ».,. .. i , .. ... . •' 1 • • } 4 • .3 • . 302.11 Iba Z 269.°° Nit 1♦11♦♦111111111♦♦1 11111 1111111111111♦1♦111111 = • J V • 0 CO U1 J 1— • IAA O . LL = co O 26.00 ft I. i • 9 p ?H • Mmax = 23.04 lc-ft 1-- O • Dmax = - 1.3883 in LL W :p r U . Rmax = 3.774 k Rmax = 3.521 k Vmax@ left = 3.774k Vmax @rt= 3.521k HV • { �. U. — Z • o cn . O Z • • • • "Y a fi t ;. n' •w • 1. • -A . ., . .., �:. .h. e .'. .i. .�. 4-. ',. ,.... ...1 krn .r.n .h. »..r. ..W C/: w +...., .Yru ^.....,,....,. ..•. , { f t - . . :\P To specify your title block on Title : �� , Job # these five lines, use the SETTINU0 Dsgnr: Date: 4:12PM, 4 SEP 02 ` selection on the main menu and Description enter your title block information Scope : C ••• I will be printed on each page. L UMrKWO6�13IV.3.I.3.fl4I.I.$999.WI.32 Timber Beam & Joi Page 1 i 41911s� exeaCn[,c c:\ec \cal•craft, we.ecw:Cakuladona Description In. purlins with trapeze, DL +LL Timber Member Information Calculations are designed to 1997 NDS and 1997 UBC Requirements , = Z Rough awn ~ W Timber Section 1 ' Beam Width in 3.625 — C) Beam Depth in 14.500 0 0 Le: Unbraced Length ft 0.00 co 0 Timber Grade u) f Fb Basic Allow psi 1,800.0 W Z f- Fv - Basic Allow psi 95.0 f Elastic Modulus ksi 1,800.0 1 U) u; O Load Duration Factor 1.250 W Member Type Sawn Repetitive Status No W 3 Center Span Data N Span ft 24.00 H W Dead Load #/ft 109.00 Z H' Live Load #/ft 160.00 Point #1 DL [be 157.00 Z O f Cp X LL It 1.580 D 0 DO Results Ratio = 0.8184 0 — Mmax @ Center In-k 233.90 0 1— eX= ft 12.00 W W 1b : Actual psi 1,841.4 Fb : Allowable psi 2,250.0 U. 0 sending OK , Z IL CO fv : Actual psi 87.5 0 — FY : Allowable psi Shear 1 .8 h . O I Z [Reactions 6 Left End DL lbs 1,454.66 LL lbs 1,920.00 Max. DL +LL lbs 3,374.66 Right End DL lbs 1,318.34 . LL lbs 1,920.00 Max. DL +LL lbs 3,238.33 , Deflections Center DL Deft in -0.500 UDeft Ratio 575.9 Center LL Defl in -0.720 UDefl Ratio 399.7 Center Total Defl in -1.221 Location ft 12.000 , UDefi Ratio 236.0 ; ' ^�,,,_. : ..sit: Notes s � r� 4 Calculations are designed to 1997 NDS and 1997 UBC Guidelines r:. it„7 Section databases have been updated as of 2- Apr -1999 ' , � . ° 2 Allowable stress databases have been updated to 1997 NDS & 1997 UBS values on 2-Apr-1999 44 To determine Cf values for sawn sections, the program looks for the identifying words in the "Stress" entry. , s ^ t . ' • "Select", "No.1 ", "Standard" and similar typical words are used to determine Cf category . ' ` ;> "Unbraced length" is multiplied by the following values to calculate "Le" .. ,, A »- 4, When beam depth <= 7 ", Le = 2.06 • Lu «.‘- u When 7" < beam depth <= 14.3 ", Le= 1.62•Lu +3d "" When beam depth > 14.3" , Le =1.84 • Lu , . To specify your title block on Title : Job # these five lines, use the SETTINGS Dsgnr: Date: 3:42PM, 4 SEP 02 Description : . selection on the main menu and enter your title block information Scope : e S r , will be printed on each page. . ` u iot.°° Page 1 I t a.% Kw»n. General Timber Beam (o) l9{3- 99199 ENERCALC c: \ec \cal -cnft, wILecw :Cdculatioos Description Interior purlin with trapeze DL +LL z . Shear Analysis @ Left Support Right Support �; y t @ Design Shear 5.66 k 5.28 k. „k: �i ;K, Area Required 47.682 in2 44.478 in2 �:•,:;:wc; Fv: Allowable 118.75 psi 118.75 psi ;.;- x.. .,�, :y Bearing @ Supports .; , Max. Left Reaction 3.77 k Bearing Length Req'd 2.705 in " ,' 1.:6• Max. Right Reaction 3.52 k Bearing Length Req'd 2.523 in :, ,,,, T f :rs s* e.'. na s; C:,. ,,. ..': p,.. ..-. d•,1 na... LaLLLili : :..rrn..ai.ai:,.:.ka4wL .- r..•Jb.r 'L,b:Y.:UWG ..v..vo- .«.... - .. .. _.-. ... .. .... ._. ._. .. ... 1 / V e - - , ....4. 1 - ...+ • •\ . I ' .....,' • • ...... ) . . • .,..,.. , . .... . , . . ' \ .... 4 4 ' ,, • , • ,' . . . . . • • • • -- • r . • a ' To specify your title block on five lines, use the SETTIN T itle : "` Job # thesV., selection on the main menu and D sg n r: Date: 4:35PM, 4 SEP 02 Description enter your title block information will be printed on each page. Sco y Libre "0f00 Pa e 1 of 1 User: �.(.�.��..w�.w+.�: G ene r al T im b er lc Beam �:��� *I.c ft, w..ecw:calc Description E�derior purlin with trapeze DL + 8� to General information Calations are designed to 1997 NDS and 1987 UBC Requirements Z Section Name Center Spa 26.00 ft Lu 0.00 ft Z Beam Width 3.625 in Left Cantilever R Lu 0.00 ft • w Beam Depth 15.500 in Right Cantilever ft Lu 0.00 ft g Member Type Sawn Fb Base Allow 1,800.0 psi U Q Load Dur. Factor 1.250 Fv Allow 95.0 psi Beam End Fixity Pin -Pin Fc Allow 385.0 psi w E 1,800.0 ksi J co = co IL I- !Full Lengh Uniform Loads w 0 Center DL 109.00 #/ft LL 160.00 #/ft Left Cantilever DL #/ft LL #/ft W • 11 Right Cantilever DL #/ft LL #/ft LL ' N Point Loads w Dead Load 302.0 Ibs 1,000.0 Ibs Ibs Ibs Ibs Ibs Ibs Z Live Load Ibs Ibs Ibs Ibs Ibs Ibs Ibs distance 24.000 R 4.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft W O 1 Summary W Beam Design OK � o Span= 26.00ft, Beam Width = 3.625in x Depth = 15.51n, Ends are Pin - 0 0 co Max Stress Ratio 0.982 :1 25.1 k -ft MaJdmum Shear 1.5 Ma Stre Moment s. k = w 27.2 k-ft Allowable s.7 k I- H Max. Positive Moment 25.06 k -ft at 12.480 ft Shear: Left 4 .37 k - Q Max. Negative Moment 0.00 k -ft at 0.000 ft Right 3.93 k 111 Z Max (4 Left Support 0.00 k -ft 0,00 k -ft Camber: @Left 0.000 in U Max 6 Right Support Center 1.073 in F- _ H Max. M Allowable allow 27.22 Reactions... @Right 0.000 in Z 1 • ib 2,072.11 psi fv 116.57 psi Left DL 2.29 k Max 4.37 k Fb 2,250.00 psi Fv 118.75 psi Right DL 1.85 k Max 3.93 k F Deflections AggRamaimassozzgamossassismumegagualussigummammismi 1 r Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load . Deflection -0.715 in -1.527 In Deflection 0.000 in 0.000 in . ...Location 12.688 ft 12.896 ft ...Length/Defi 0.0 0.0 ...Length/Defl 436.3 204.27 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Defl 0.0 0.0 Stress Calcs .......:....:.. . ,: , Bending Analysis Ck 22.939 Le 0.000 ft Sxx 145.151 in3 Area 56.188 in2 Cf 1.000 Rb 0.000 CI 0.000 . Max Moment Sxx Req'd Allowable fb , r Center 25.06 k -ft 133.67 in3 2,250.00 psi ,�. �,,r Left Support 0.00 k -ft 0.001n3 2,250.00 psi ° } Right Support 0.00 k -ft 0.00 in3 2,250.00 psi :rill Shear Analysis Left Support Right Support ; , fr,4 Y � PPo � 9 Pig ;�:� �<:"���. Design Shear 6.55 k 5.89 k;..a:r Area Required 55.154 in2 49.637 in2 '� • Fv: Allowable 118.75 psi 118.75 psi t n.r,'�_.. i Bearing @ Supports , ' Max. Left Reaction 4.37 k Bearing Length Req'd 3.129 in s u .4,1 ,k Max. Right Reaction 3.93 k Bearing Length Req'd 2.816 in ! , . A.4,...,3,4„ip,„ co. , , , .p.,,,,,,,,,,, ., ? .• . :.�.. :•)f. a ..L •.x,f•�:�wl.¢.0 SdS�:1,Yti!:A.b.a:vt Ytm:it;P 'esM' . , .. .. , , . , .: �Mr +t.�rktarrtk.tsecwa,...n•,�v.�e v;47.,�tR�Sifi$i� i , . . C, 1' � r z • 1000.ilbs 302.00Ibs , = Z • 1111111 11111 11111111111111 1111111111111111111 ' ~ a� 269.00 N/ft 269.00 #/ft W 2 UO cn W . J H W (L Q 26.00 ft I Z Mmax = 25.06 k -ft Z O Dmax = - 1.5273 in W uj U O — 1 Rmax = 4.366 k Rmax = 3.929 k 0 I– 1 . Vmax @ left = 4.366 k Vmax(�rt = 3.929k 2 U H _ = O Z ' w N H H O Z • 'Ara i . i i x i ce . ",r ,1 - tica '7r^ i , . - - - -- -,-1 1 • ' To specify your title block on Title : _, Job # these five lines, use the SETTINi o Dsgnr: Date: 10:35AM, 5 SEP 02 Description : selection on the main menu and enter your title block information Scope : .� , 0 will be printed on each page. -� a« mom " ° — x3.1.3,22- Timber Beam & Jo P 1 (o) 1911998N6aCALC c:1eelcal -craft, wcww:Calculations Description GLB 6 3/4 x 21 . Timber Member Information Calculations are designed to 1997 NDS and 1997 UBC Requirements = . :. ....:. Carried beam • :1— Z Timber Section 6.75x21.0 W W 2 Beam Width in 6.750 6 n Beam Depth in 21.000 —1 tJ Le: Unbraced Length ft 0.00 U 0 Timber Grade Douglu Fir. 24F . E CO CI Fb - Basic Allow psi 2,400.0 W 2 Fv - Basic Allow psi 165.0 __I l.- ' Elastic Modulus ksi 1,800.0 1 co IL Load Duration Factor 1.250 W 0 Member Type GluLam M '' Repetitive Status No Center Span Data u_ NaziskagiNEJ CO D Span ft 30.00 Z W Dead Load #/ft 438.00 Z I Live Load #/ft 375.00 — I-- O Results Ratio = 0.8307 WI Lu Mmax @ Center in -k 1,097.55 ? n eX= ft 15.00 U fb : Actual psi 2,212.2 0 -- Fb : Allowable psi 2,663.0 - Bending OK w w fv : Actual psi 114.6 F=- U Fv : Allowable psi shear 206.3 U. ~O Z c . Reactions v mozzammimzsmil — = Left End DL lbs 6,570.00 1- I- LL lbs 5,625.00 O Z Max. DL +LL lbs 12195.00 Right End DL lbs 6,570.00 LL lbs 5,625.00 Max. DL +LL lbs 12195.00 Deflections Center DL Defl in -0.851 . UDefl Ratio 422.9 Center LL Dell in -0.729 UDefl Ratio 493.9 Center Total Deft in -1.580 Location ft 15.000 . UDef1 Ratio 227.8 Notes Calculations are designed to 1997 NDS and 1997 UBC Guidelines Section databases have been updated as of 2- Apr -1999 Allowable stress databases have been updated to 1997 NDS & 1997 UBS values on 2- Apr -1999 , ., t 'r f To determine Cf values for sawn sections, the program looks for the identifying words in the "Stres entry. 1 s" "Select ", "No.1 ", "Standard" and similar typical words are used to determine Cf category i, l Brit "Unbraced length" is multiplied by the following values to calculate "Le" ` =" ti " . ° When beam depth <= 7 ", Le = 2.06 * Lu ��!!�' . When 7" < beam depth <= 14.3 ", Le= 1.62'Lu +3d £�'ra When beam depth > 14.3" , Le =1.84' Lu 4 ♦: '�nrr br1 +4lisa . f VIE 7. • ... .. ar ,. ):, : : y, ......., i.;,4,.:<iuue,. i:.u.S;d:a,+C . WS:a .. {p.. .. . - . . _..... .. . ' 1 ! . - - v .�i � ; • \ 1 To specify your title block on Title : �` Job # these five lines, use the SETTING, Dsgnr: Date: 10:26AM, 5 SEP 02 selection on the main menu and Description : t enter your title block information Scope : CV will be printed on each page. Rev: 310700 User: KW0603397. Va. 7.1.3,73.7"l999. A1 General Timber Beam Page 1 • (o) 1417.99 8N8RCALC c: \ec \cel•ctaft, we.ecw:Celculadone :; Description GLB 6 3/4 x 21 Z _ General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements H ' Section Name 6.76x21.0 Center Span 30.00 ft Lu 0.00 ft Beam Width 6.750 in Left Cantilever ft Lu 0.00 ft Beam Depth 21.000 in Right Cantilever ft Lu 0.00 ft Member Type GluLam Douglas Fir, 24F - E13 U 0 Bm Wt. Added to Loads Fb Base Allow 2,400.0 psi N 0 Load Dur. Factor 1.250 Fv Allow 165.0 psi U) w Beam End Fixity Pin -Pin Fc Allow 650.0 psi J I Wood Density 40.000 pcf E 1,800.0 ksi 1 j_ w Full Len • h Uniform Loads 2 J Center DL 438.00 #/ft LL 375.00 #/ft Left Cantilever DL #/ft LL #/ft u.. Right Cantilever DL #/ft LL #/ft = F..w I Beam Design OK _ ~ O Span = 30.00ft, Beam Width = 6.750in x Depth = 21.in, Ends are Pin -Pin W !- j Max Stress Ratio 0.871 : 1 w Maximum Moment 95.9 k -ft Maximum Shear* 1.5 19.2 k 0 0 } Allowable 110.1 k-ft Allowable 29.2 k 0 N Max. Positive Moment 95.89 k -ft at 15.000 ft Shear: @ Left 12.79 k 0 H Max. Negative Moment 0.00 k -ft at 30.000 ft @ Right 12.79 k w w . Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in I- U Max @ Right Support 0.00 k -ft @ Center 1.392 in LL 0 Max. M allow 110.10 Reactions... @ Right 0,000 in Z LIJ • fb 2,319.39 psi fv 135.30 psi Left DL 7.16 k Max 12.79 k U CO Fb 2,662.97 psi Fv 206.25 psi Right DL 7.16 k Max 12.79k 0 H Deflections Z Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.928 in -1.657 in Deflection 0.000 in 0.000 in ...Location 15.000 ft 15.000 ft ...Length/Defl 0.0 0.0 ...Length/Defl 388.0 217.30 Right Cantilever... . Deflection 0.000 in 0.000 in ...Length/Defl 0.0 0.0 Stress Calcs Bending Analysis Ck 19.865 Le 0.000 ft Sxx 496.125 in3 Area 141.750 in2 Cv 0.888 Rb 0.000 CI 0.000 Max Moment Sxx Req'd Allowable fb @ Center 95.89 k -ft 432.11 in3 2,662.97 psi @ Left Support 0.00 k -ft 0.00 in3 2,662.97 psi @ Right Support 0.00 k -ft 0.00 in3 2,662.97 psi Shear Analysis @ Left Support @ Right Support 14” " Y Design Shear 19.18 k 19.18 k �� Y Area Required 92.986 in2 92.986 in2 Fv: Allowable 206.25 psi 206.25 psi '"`'` Bearing @ Supports Max. Left Reaction 12.79 k Bearing Length Req'd 2.914 in • { Max. Right Reaction 12.79 k Bearing Length Req'd 2.914 in ,' ? �' f Query Values Viazlr %x M, V, & D @ Specified Locations Moment Shear Deflection A @ Center Span Location = 0.00 ft 0.00 k -ft 12.79 k 0.0000 in ; .. • ;q,q ,t4 @ Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in s ++ @ Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in j !; ( .. .- . .. -....( - - . ' - ..,. -. ■ ' .+- 4 z 813.00 ///ft 813.00 eft 1t W . 111111 111111♦ 1 11111♦1111111111♦11111111♦11111 6 5 UO CO = . J 1-. 1 0 U; W • g J Q . N D = d W 30.00 ft F- _; , 0 0 Z~ • Mmax = 95.89 k -ft Z O. . WW Dmax = - 1.6566 in 2 D • Ua ON . . . . Rmax = 12.785 k Rmax = 12.785 k CI H W .. Vmax @ left = 12.785k Vmax @rt = 12.785k H U'. • . ..Z 0 co ; . o F=. . ,• z • , I I. .. . I 1 , ).1 " ' z frro . . 1 d, . ' Z i' 1V n n t y y1 Ei ]iA k:v; alai s';'' p,,,, 1f F. � �rc,.,,w.s:.liC'c � ., .. ..;. ... ..�•... �'..J .._i .�: -. .�.. .. .3,un,�.... .i...,.�.,,. .u,� ,A .,..,, .�r ...... ...,rw .v.6�::atiCU�,.� .. ., v.,..e. ., x. ......ro:xr. .Or -i -.. ... ^e.asreaosenw...euw.:.n . ww w . . , . . ,, . . . . . . .. . . , - To specify your title block on Title : Job # . these five lines, use the SETTINtaa Dsgnr: Date: 10:50AM, 5 SEP 02 selection on the main menu and Description enter your title block information s e ! 13 will be printed on each page. u - KW.06033n. Vet 3.1.I, 224. -l999. WW2 Page 1 (a)1A3.998NRRGLC General Timber Beam c :\cc`cRl -craft, wa.ecw:Calculaliona Description Carrier Beam GLB 6 3/4 x 31 1/2, DL only Cants DL +LL main z General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements , H Z W Section Name 6.7641.6 Center Span 50.00 ft Lu 0.00 ft IX .s Beam Width 6.750 in Left Cantilever 10.00 ft Lu 0.00 ft 6 U Beam Depth 31.500 in Right Cantilever 10.00 ft Lu 0.00 ft U O ■ Member Type GluLam Douglas Fir, 24F - E13 0 p Bm Wt. Added to Loads Fb Base Allow 2,400.0 psi IL i I Load Dur. Factor 1.250 Fv Allow 165.0 psi W = Beam End Fixity Pin - Pin Fc Allow 650.0 psi . ...1 1 i- Wood Density 40.000 pcf E 1,800.0 ksi N Full Len. h Uniform Loads J u-Q Center DL 438.00 #/ft LL 375.00 #/ft n Left Cantilever DL 438.00 #/ft LL #/ft U) a Right Cantilever DL 438.00 #/ft LL #/ft H W I Stress Calcs Bending Analysis ti '' Ck 19.865 Le 0.000 ft Sox 1,116.281 in3 Area 212.625 in2 ift, ' � ` °,* t 1 Cv 0.810 Rb 0.000 CI 0.000 i� : - Max Moment Sra ReQ'd. Allowable fb ,w ' 0-hi Y 4. @ Center 176.06 k -ft 869.49 in3 2,429.81 psi ;,, e Left Support 96.45 k -ft 476.35 in3 2,429.81 psi 4 t : @ Right Support 96.45 k -ft 476.35 in3 2,429.81 psi ft,t ., Shear Analysis @ Left Support @ Right Support i r,�. } ' °, , . Design Shear 32.70 k 32.70 k � " k Wit Area Required 158.557 in2 158.557 1n2 itia.0 Fv: Allowable 206.25 psi 206.25 psi ;,: A ,,, r Bearing @ Supports . ) 4 ,, t Max. Left Reaction 33.93 k Bearing Length Req'd 7.734 in , ;va ,, ,t,a:x ~?:%t} Max. Right Reaction 33.93 k Bearing Length Req'd 7.734 in is #fwf toie4a mp .. :uu.:.r..::_... „I_,.,... - . , , ,...:i:;U�.:..:,A. «.iild;dlil. rGrr+l.e.:ic5• s.. .. .. 1 . a.,,,. ., .. ta..v-w rtw .......... ... ... ... - .... .._.,.M . - . ,..r..rsn - • • ,-... ■ To specify your title block on Title : Job # these five lines, use the SETTINud Dsgnr: Date: 10:55AM, 5 SEP 02 selection on the main menu and Description enter your title block information Scope : C A. a1 f will be printed on each page. [7: : iKW.6 3ur,, vat 3.1.3, n4..Iv9, w�: Page 1 1 va 10303 acasc General Timber Beam c :\ecical -craft, wa.ecw :Calculatiooa Description Carrier Beam GLB 6 3/4 x 31 1/2, DL +LL Cants DL only main z • General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements _ • 1 1-: Section Name 6.76x31.6 Center Span 50.00 ft Lu 0.00 ft re - "A Cr To specify your title block on Title : Job # - these five lines, use the SETTINGS Dsgnr: Date: 11:29AM, 5 SEP 02 Description : selection on the main menu and enter your title block information scope : C ' s will be printed on each page. L b..: siasoo m: M.0603sa,vfs.1.3,224.e-1999,WW1 General Timber Beam Page 1 ) 1911349 eHBaCALC c: \ec \cal -craft, wa.ecw:Calculationa Description Carrier Beam GLB 6 3/4 x 31 1/2, DL only Cants DL +LL main+ cooling tower z General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements ` • _ • V ~ Z Section Name 8.76x31.6 Center Span 50.00 ft Lu 0.00 ft g Beam Width 6.750 in Left Cantilever 10.00 ft Lu 0.00 ft 6 Beam Depth 31.5001n Right Cantilever 10.00 ft Lu 0.00 ft -J U Member Type GluLam Douglas Fir, 24F - E13 0 0 Bm Wt. Added to Loads Fb Base Allow 2,400.0 psi U) o Load Dur. Factor 1.250 Fv Allow 165.0 psi U) W Beam End Fixity Pin -Pin Fc Allow 650.0 psi _ Wood Density 40.000 pcf E 1,800.0 ksl j N W O M Full Len • h Uniform Loads Center DL 438.00 #/ft LL 375.00 #/ft it < Left Cantilever DL 438.00 #/ft LL #/ft W d Right Cantilever DL 438.00 #/ft LL #/ft = W I- _Point Loads ? Dead Load 7,160.0 lbs 7,160.0 lbs 923.0 lbs lbs lbs lbs lbs Z O Live Load lbs lbs lbs lbs lbs lbs lbs W W ...distance - 10.000 ft 60.000 ft 4.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 2 D D l a, Summary Beam Design OK O - o '- Span= 50.00ft, Left Cant= 10.00ft, Right Cant= 10.00ft, Beam Width = 6.750in x Depth = 31.5in, Ends are Pin -Pin W Max Stress Ratio 0.787 : 1 I W • Maximum Moment 177.9 k -ft Maximum Shear * 1,5 34 k ~ v ' Allowable 226.0 k -ft Allowable 43 .9 k - z ' Max. Positive Moment 177.91 k -ft at 24.860 ft Shear: @ Left 22.65 k W U) Max. Negative Moment -96.45 k -ft at 0.000 ft @ Right 21.88 k U = Max @ Left Support -96.45 k -ft Camber: @ Left 0.063 in 0 i- Max @ Right Support -96.45 k -ft @ Center 0.891 in z Max. M allow 226.03 Reactions... @ Right 0.080 in fb 1,912.57 psi iv 159.79 psi Left DL 25.41 k Max 34,78 k Fb 2,429.81 psi Fv 206.25 psi Right DL 24.63 k Max 34.01 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load ' Deflection -0.594 in -2.260 in Deflection -0.042 in 0.986 in ...Location 24.860 ft 24.860 ft ...Length/Deft 5,748.6 243.5 ...Length/Deft 1,010.0 265.45 Right Cantilever... Deflection -0.053 in 0.992 in ...Length/Deft 4,509.3 241.9 LStress Calcs Bending Analysis - Ck 19.865 Le 0.000 ft Sxx 1,116.281 in3 Area 212.625 in2 '' fy' "." `Y ' Cv 0.810 Rb 0.000 Cl 0.000 t ' Max Moment Sxx Req Allowable fb : ".=; ' @ Center 177.91 k -ft 878.66 in3 2,429.81 psi asi @ Left Support 96.45 k -ft 476.35 in3 2,429.81 psi "-f r Right Support 96.45 k -ft 476.35 in3 2,429,81 psi ,St,•c ?,•'' "! ' 0 Shear Analysis @ Left Support @ Right Support F Design Shear 33.98 k 32.81 k ,,`" f we„ 4 ,,,, Area Required 164.732 in2 159,094 in2 . W,?1, ;iN Fv: Allowable 206,25 psi 206,25 psi d•f,M: Bearing @ Supports Max, Left Reaction 34.78 k Bearing Length R d 7,927 in ''t'`1 '' '; Max. Right Reaction 34.01 k Bearing Length Req'd 7351 in ; s ,� i ,. , 115 ' .� i: .n'. 'r„• spa. Y.}' Se. J' sY a" A3' f flin :.4(.9::4.1w'i <rv.:;ik`w4�167t hY't6n:1FP.44SY...cc.'J •.ne,.t....•. .:�.:Y N•M14 „e ;.t J1v * a4+ A.•^ arNnn , r.na....e.....n.- .,.N.,- ..»... .... ... . , , , , _ . • i + . /6 z . 7160.00 lb' 923.0i lb. 7160.(101be , = 1..: 1 Z : 111111 11111111111111111111111111 � � 813.00 N/ft 813.00 N/ft W 438.00 N/ft 438.00 N/ft 0 co 0 • LLI 438.00 N/ft 438.00 %/ft J 1111111 uj 0 2 � = a . I— W Z 0 I— W 1 2 10.00 ft 50.00 ft 10.00 ft p Q 0 Q O (i.) Mmax = 177.91 k-ft CI F — W Dmax = - 2.2602 in I U ' Mmax @ left = -96.45 k -ft Mmax @ right = -96.45 k -ft u_ r" Rmax = 34.781 k Rmax = 34.006 k uJ N Vmax @ left = 22.650k Vmax @rt = 21.875k 0 Deft @ left end = -0.9855 in Defl @ right end = -0.9923 in Z 'aflF: a ��ti • ay . 15 7 1 1 14 i .Y1�7 y , w . .:.:., ': :a .. .,. ,.... Y. a ..:Va`, „.. .. .. .n ... •.. 4. %a.....s. ✓.i #_i: ,� }, e.. r—. x.Y..- .. u. k ' ' - / • • z . ■ :I— Z LJ Ill 2 : J U •00 CO C _ . 4" AIR LINE 10.5 # /FT Z I � " ` 0 — Z • __ s V r i., , m U w b _ n ~ _ r 0 G F O • 6" CWR 31.5 # /FT x • . o • ;: — Q MAX LOAD THIS SIDE 70 # /FT rn • ` 6" CWS 31.5 # /FT W • a D' -- 24" P.C. MATERIAL LINE 2 #/FT Di 2 HDPE VACUME LINE .5 3/FT t- <<r;r 1. , ` 0 . r -4\--- c., 4I ' r k i _ ri � i � -:,rte (�� 7 , '� r',LI r ,O ,O M`5, x.^ 'a { ' 3,., , , ,.4,.. E,'1,. ;t:.... ..,.. ",. -. v - . ...•/aL,.,", u.:'. h....�Y.t.u.: A.....g 4,...,--,,' .i :. „. ,. • .... i:....,,. t. ..r'h.... iv+.: "....'f v,o, 1'. °cll. %t 1.Stio -ws,:s .,4.14.,mq.... ei,Jf:1, t • ............. . . • roof plan • . - - -- . _ - i. . - t s SUBSURFACE EXPLORATION . R 1 Boring B -1 was advanced on August 28, ?,002 using a truck mounted hollow -stem auger drill rig, e drill rig was operated by an independent company working under subcontract to ADAPT. A geotechnic - representative was on -site to obscrvo thc boring, obtain representative soil samples, and log the < 7N 800 41ayuard Areuut South LSI ADAPT TcI (244)-044414S ; r' 4 } Sults 403 Pax (20d) 654 -704b ", sr , Scuttle. Wa3hiaztoa 7$134 ..w .Wsdapi.eom ,•. •Y • lift • 1,,, di.v. .. . J !,:mv,,,,i, : _ ... Doz..23z h ., ..,..,.. '.�jyy . SEP -5 -2002 THU 05:11PM ID :RJF Engineering `>,- • Sep 05 02 05:23p Nicole 685 -6821 p.2 Sep 05 02 04:46p LSI 'APT 206 654 148 p.3 CSI ADAPT i i = 1— ' • subsurface conditions. After the boring was completed, the borehole was backfilled with a mixture of soil Z cuttings and bentonite chips, Q m W 0 i O D uring drilling, soil samples were obtained on 5 -foot depth Intervals using the Standard Penetration Test U 0 (SPT) procedure (ASTM: D 1586). This test and sampling method consists of driving a standard 2 -inch too w outside diameter (OD) split - barrel sampler a distance of 18 inches into the soil with a 140 -pound hammer, -I H free- falling a distance of 30 inches. The number of blows required to drive the sampler through each of to the three, 6 - Inch intervals is noted. The total number of blows Struck during the final 12 inches of W penetration is considered the Standard Penetration Resistance, or "blow count ". If 50 or more blows are g ~ struck within one 6 -inch interval, the driving is ceased and the blow count is recorded as 50 blows for the j actual number of inches of penetration. The resulting Standard Penetration Resistance values provide a = a measure of the relative density of granular soils or the relative consistency of cohesive soils. l— Z Z F. 1— O The boring log appended to this letter report dceribe the various types of soils encountered in the boring, Z 1 - based primarily on visual interpretations made in the field. The log also indicatess the approximate depth ` ? D i of the contacts between different soil types, although these contact may be gradational or undulating. U Whore a change in soil N _ type occurred between sampling intervals, we inferred the depth of contact. In -'' p �. addition, the log indicates the depth of any groundwater observed in the boring; the Standard Penetration 2 W • ■ i Resistance at each sample location, and any Laboratory tests performed on the soil samples. I LL H —O SU BSURFACE CONDITIONS U O Dascd on file elevated SPT bloweounta recorded in the upper sample, attempt (2.5.4 feet), we interpret the Z ~ upper soils encountered at the site as fill soils. Our test boring indicated native soils beneath the site to 0 consist of extensive deposits of very loose to loose sands and sandy silts. The very loose to Loose sands e . and sandy silts extended to depths of about 35 -feet, and were underlain by medium dense to very dense ' medium to coarse sands to the full explored depth, approximately 44.feet below ground surface (bgs) . Sta Penetration resistunee values in the upper native soils ranged frcrn zero to 10 blows per foot and . were generally in the range of 4 to 8 blows per foot, The SPT values in the basal medium dense to very dense soils ranged from 20 to 60 blows per foot, with a trend of increasing density with increased depth noted in the test boring. i Groundwater was oncountcrnd at a depth of about 13 - feet bgs at the time. cinr test boring was completed. Soils below 13 -feet were described as wet, Groundwater conditions may vary with seasonal ch ges in precipitation, with changes in site utilization, or other factors. ' t .,, 000 Maya *rd Aveaar South LSI ADAPT , � Tel (204) - 65447043 1' y i Shir 403 � Mix (206) 654 -7048 °f ��! i�; Seattk, Witatngton 90134 l wnw.M Ury 71148 Kr' M r= ,r.� � 7 \ — . Illitisot 4>;1 ;:. . CS0044 - '.,, .. s. 0. 7J,2yY�� c' SEP 5 -2002 THU 05:12PM ID:AJF Engineering PAGE:2 F.,.. t :1: i.. .. a.:.! t& ..._.,3t`.ld —i.nn: iS':d4•'h::'•W .{•ts.,+( s� i. .! /4a..•- .. ... .hA.,, .r.n.•.rr.r..... ..•..w ... . . .. . 1 . , , ` Sep 05 02 053 24p Nicole 685 -6821 s . Sep b5 02 04:45p LSI 'APT 206 654 ' �':4R P • 4 LSI ADAPT' z 4elsntlC Conditions • = Z .1— W et The largest earthquakes in the Puget Lowland are widespread and have. bern Ruh- crustal events, ranging in depth from 30 to 55 miles. Such deep events have exhibited no surface faulting. According to the Seismic UO Zone Map of the United States contained in Figure 16 -2 of the 1997 Uniform Building Code (URC), the co 0 0 failure or liquefaction. Liquefaction is a phenomenon in which soils lose some or all shear strength for short Z periods of time during an earthquake. The effects of liquefaction may be large total and/or differential z O settlement for structures with heavy foundations founded in or affected by the liquefying soils. d j Q Groundihaking of sufficient duration results in the loss of grain-to-grain contact ue to rapid increase in pore water pressure, causing the saii to behave as a fluid for short periods of time. r f p Q O H To have potential for liquefaction, a soil must be cohesionless with a grain size distribution of a specified U tu range (generally sands and silty sands); it must be loose to medium dense; it must be below the groundwater table; and it must be subject to a sufficient magnitude and duration of groundshaking. Baacd en the presence iii z of low density soils and the relatively high groundwater table encountered in our test boring, the site soils U below the water table extending to a depth of about 35 -feet bgs are considered to be potentially liquefiable, t-- Z CONCLUSIONS AND RECOMMENDATIONS p, 3 Based on the results of our studies, we recommend the silo foundations consist of driven or drilled piles which fully penetrate the very loose, soft and potentially liquefiable deposits and bear within the medium dense to very dense soils encountered at depth. The following sections of this letter present our design . recommendations related to the construction of the pile foundations for the silos. The most likely pile types for @ project of this magnitude would be driven timber piling or AugercaSt piles. Timber piles usually have tip diameters of 8 and 10- inches. For the loads imposed by this structure, 12 or 14 -inch 1 Augercast piling would appear to be applicable. The timber pile section selected must also be structurally ' capable of resisting the imposed loads, The maximum allowable timber fiber stress generally limits the capacity of driven timber piling to a working capacity of 25-tons on an 8 -inch tip and 35 -tons on the 10- . inch tip pile. We recommend an allowable load of about 25 - ton~ per pile, for an 8 -inch tip diameter . #;. " ` So flee MryRnd Amor $oath LSI ADAPT X41(106)- 6S4 -7O4$ Washington 91114 .4 ? ` ^: e=1' ' ho e 403 Soap; Fax (ZO6) 65 704 c Soap; ww.r•kradr " n1 cam 1 you. r iitt .} _ 1 > - Ifatoi ::::,1 SEP-5-2002 THU 05:12PM TD AJF Engineering P AGE:3 1 , • - i - - t. CI ,' 1 Sep 05 02 05:24p Nicole 685 -6821 p,4 • . 05 02 04 :4Sp LS/ DRPT 206 65 '048 p.5 LSI ADAPT c i S < timber pile. Augercast piling 12•inchcs in diameter arc conventionally assigned a working load resulting , � Z in art allowable capacity of 30 tons. It should be recognized the installation of driven timber piles will re 2 induce significant vibrations. The type of foundation support for the existing building is not known. W D ,J U However, vibrations associated with pile driving may induce settlement if the existing building is not pile 0 0 N supported. If pile driving vibrations could affect the existing foundations, the use of Augercust piling is w = strongly recommended. __II_ to O W I we' recommond that the installation of the piling be observed by a representative from our firm to confirm 2 h that the piles have been installed k accordance with the recommendations contained in this letter report. g For driven piles, the capacity can be confirmed in the field during installation using dynamic pile driving to relations. Augercast piling, On the other hand, are constructed below ground after drilling to a prc- H W determined depth or after pile penetration criteria has b een satisfied by pumping a cement grout under Z = F- high pressure as the auger is withdrawn. For planning purposes, an Augercast pile length of 40 to 45 -feet I— 0 Z F- i may be assumed. Augercast piling need to be installed under the full time observation of an experienced W W engineer or geologist familiar with the pile installation procedure. Because of the loose and very soft, j D near - surface soil conditions, grout volumes significantly in excess of the theoretical pile volumes should 0 to be anticipated. As a minimum, we recommend the Augercast pile contractor have a calibrated grout ' 0 H pump with a grout pressure gage on the grout line. = lli • H CLOSURE Z Z W UN The conclusions and recommendations presented in this report are based. in part, on the explorations that 1- we perfortned for this study. if variations in subsurface conditions are discovered during earthwork, we Z _ may need to modify this report. The future performance and integrity of the silo foundations will depend largely on proper initial site preparation, drainage, and construction procedures. Monitoring by expericzwccd gcotechnical personnel should be considered an integral part of the construction process. We 1 are available to provide geotechnical engineering services during the earthwork and foundation construction phases of the project. If variations in the subsurface conditions are observed at that time. we would be able to provide additional geotechnical recommendations, thus minimizing delays as the project . develops. We are also available to review preliminary plans and specifications before construction f begins, and to provide geotechnical inspection and testing services during construction. 1 i A• y 4Y tF 3 ' BOO Maynard Avenue Soul mu ADAPT T01 tl ) dS4 -7045 {� '171 Suite 403 Fax c106)4 4A J .. ,rww.ttiul� :a *� (sF. Jealnt, lvasaln�osltitJt M+ti++� �; s F i � w�+d7,5Y.tC; 1 /4 l' '1, . CEI t , �rr? t.Q a 4 � s _, 1 : SEP - - 2002 THU 05:12PM ID:AJF Engineering gevH PAGE:4 ' e a :d'7.:.. a.'. i..« 4...: r,_. nr : :u 14x: ew'xh.b :iPF :rCN L.i..a ... ,.. -.n•4 v.. : "`. <<va l4W N.G Af tl - u k y Yj r7M1 , , - .- . - --k r— - -....-- . Sep uo Ue u5: e'tp Illoole etsa -eue.t p. 5 Sep OS 02 04: 45p LS 1 . ^nRPT 206 G54 '''''''48 p , 8 `, 1 1 LSI ADAPT 1 1 f I We appreciate the opportunity to provide this information. Should you have questions or require Z 1 additional information or services, please contact us at your earliest convenience. W c4 2 { ' Respectfully submitted, W J U .nnnp'. U O LSI -ADAPT Inc. 4: y 74 C31 .. N W I 1 R,, b bt �'� ri �`„ ; ?, to W i- ice✓ L A 7? 17,..-,_,40 t c. r u. J i LI t z Kurt W. Groesch FE f'-�; ill �. ' Senior Geotechnical Engineer ..'' /y ,, g •. . , rrrr '• • . 1 .c ' • . LJ., Q Enrlusurvs: Figures 1LuvutiutlfTvpugtupIti4 Map ` "C..�,y.1t.'••`' , CO d Figure 2 S Plan y S � = W Boring Log B-1 r ;' ' ;- Z =. 1-- ZO 2 Iii n : 0 N p i_ WW U • .. Z — ca U= H I . Z 1•- ! , I • y, kd vs. Maynard Avenue South LM ADAPT '41 (206}454.7045 � i $isi WatAlngioa'5134 wwww.lstaY 7r ' 4 I xrt ji SEP -5 -2002 THU 05:13PM ID:AJF Ensineerino PAGE:5 12ia,.:::;:::::4. .. .,. • • Sep 05 02 05:25p Nicole 685 -6821 p.8 Sip 05 04 04:4EP LS' "9llAP1' 206 65 7048 p.9 . LSI ADAPT BORING LOG 800 Maynard Awnuo South, Sulee 4p3 ■ Seance, WithiNSOn 98134 TEL.: 204.C54.7046 FAX: 906,654.7O48 PROJECT : Consolidated Container Job Number : WAd2 -8349 Boring g No.: t -1 LOCATION : 6545 South Glacier Street Kent, Washiriton 98032 Cal Craft Construction _ r _ i�sn+c a * Ow e e.RI.n: NIA aura a ft • win AS-BUILT DE$ Q I dT = f '. 1 111. 35- u) u. W g 7i Medium dense, wet, gray, medium to COars41 N ° I SAND I iz = W ] 40- Z t- I _ Z O r --- W W Very dense. wet, black, medium to coarse SAND I s e U 0 CO D F- 45- Boring terminated at 44.0 feet. - - = W 1 I- F • ! u_ O Z W rn - U • 0 I- • I- Z 1 50- . . - . • 1 . \ 55- - . 1 , sr / pu 60- . - , ,5y+µ+ 3 � LEGEND i, , . , mom p\fNi�wf wic oM ors,.fw y § ' £ p r'.F p,l • i i - n • rant f tr.w..» ( :.. la* NMw+.irr.t.. . \/ ......m=... n _7_ .W - '� - . w '4 —V A Z of DOWN sbn Dais : _ oe neroz Drilling oo i bon Data : oer�aoz oppa3l�ir ; T.S.D. k . .l :tc _ ._ _.. _ _s e. SEP -5 -2002 THU 05:13PM ID:AJF En9ineerin9 PAGE:8 ,. _ a e ,v . . . -c. �, a, �1�b ., rsn._,...., s. , d. i�,8! YD' P1L�v�uSkPMn1 '2H'Alvarnwren.. ».9rr.n.. -rrrw .+ « .w. +•..n.,...,...- .........., c `_ ' Sep 05 02 05 :25p Nicole 685 -6821 p.9 Sep 05 02 04:47p L F - "`•ADRPT ,----. 206 SL 7048 p.10 • Lst ADAPT BORING LOG � DOA Mey►urd Avenuo Savth, Suifa 407 Seattb, WO WO= Situ • TEL:206.6S4.7a45 FAx =:OG.c.11.7w0 PROJECT : Consolidated Container Job Number : WA02 -8349 Boring No. : a -1 LOCATION ; 11545 South Glacier Street . Kent, Washington 90032 Cell Craft Construction i1..i. pT..e.- o co—ow Ka 111171110 a ,W er..Ocr NNA: w4 AS -BUILT DESIGN Z _0 Asphalt parking lot underlain by loose, moist, to ` . brown SAND with gravel 6 5 i Loose moist sandy SILT . &1 20 CO C 1 moist, gray, Y I 3 J H co ij W O 1 • ' :''' u- ? —.-. 1 Loose, moist, gray, tine to medium SAND i S 2 2 d M. 1 ,o- Z1- Z� di w { - Very fie, wet. r�ray, sandy 511.7 s 3 G roun d wdlor onoountcrod at 13.0 tJ N MI 1 II 2 a°°= {aetb . o di W .15, =t-V . ili z 1---- Loose, wet, gray. hoe 10 medium SAND - s � ; ° I h- . Z -20- . 1 Very loose, wet, gray, sandy SILT I ,34 t 0 1 -25- ■ 2 Loose, wet, gray. medium to coarse SAND I , SD ' 2 { i .. _ - , . 1 -- T� LEGEND 5 I+aO.D.tp►6wa„s.m+ S_ +IScwr+�la,.lr / i GnbSamW. I ' —*P' r r T O�iE i I . *.1. ., ro ( • • I l' darn* -aL 3...., l _J ..• ArrM ul IUtW '�� Ais�' ( 7t um* w A.�,W L P.INYO a+u.rWa, MI Sin A�uwy Page ' { '�' - Am Alfi..ofD.AWr o1 2 O w 0t11•N� elan OM : Mein Driling Gompretion Dale ; 00/20/02 Loma By : T.S,D, '' :.t�`. < ; .s4, ;:> : .i1' — -- ... _ . — 4e� c%}►- • . 5 a 1: J Tao SEP -5 -2002 THU 05: 14PM ID:RJF E n g i n e e r i n g PAGE: 9 ` �Y�`' . I , - - - `t. - , 1 1 l r..n. PERMIT COORD CL, PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -292 DATE: 09 -10 -02 PROJECT NAME: CONSOLIDATED CONTAINER CO. z . _l • SITE ADDRESS: 6545 S GLACIER ST w 6 = X Original Plan Submittal Response to Incomplete Letter # v v 0 0 Response to Correction Letter # Revision # _ After Permit Is Issued CO = J i- i CO a; w O DEPARTMENTS: _ 5 ��CC,,�� (,UVt■ec� q'12 -02- tj 1 Z Aw' q -I3 L Eta el-ii -(; L Building 0 Fire Prevention 0 Planning Division Q w ° = w Public Works M Structural ❑ Permit Coordinator Z H I- O Z I- w DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09-12-02 2 Q Complete ❑ Incomplete [ Not Applicable ❑ 0 - 0E- Comments: = w , I- U u_ ~O Permit Center Use Only Lii Z INCOMPLETE LETTER MAILED: /z —OZ LETTER OF COMPLETENESS MAILED: V Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: = S • z I— 1' TUES /THURS ROUTING: t Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: 1 APPROVALS OR CORRECTIONS: DUE DATE: 10-10-02 1 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: I �Ji' i y'a REVIEWER'S INITIALS: DATE: � ;� ,., }; 9 .I J, Permit Center Use Only Lr l ,,, ` CORRECTION LETTER MAILED: 40- Departments issued corrections: Bldg ❑ Fire El Ping ❑ PW ❑ Staff Initials: r. p9:00e.— ' s:' y PERMIT COORD COPY Mf { Documents/routing slip.doc ea 2.2802 k? �i' to .. " ROI: 7r .,.. :...'..•�:� r., .... .. ,' .... ,. ::`:�:. '.c:•: )�`:.. .. u.i,,. � , : 1,1n , -4J9�) Tsf:R h.- aw- LO � � i", rt14�! RfW+ IMiiw. Y. M�irn • r.. .... ... ,rw .... , ..... .., _.......,... -. ... ,. ... ■ l 1 • - I I . - I" • - . 47 - T PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -292 DATE: 02 -28 -03 ` PROJECT NAME: CONSOLIDATED CONTAINER z . a SITE ADDRESS: 6545 S GLACIER STREET z 6 Original Plan Submittal _ Response to Incomplete Letter # -J o 0 Response to Correction Letter # X Revision # 1 After Permit Is Issued CO w J 1_. CO u..; w O ■ 2 27 DEP RTMENTS: �`� 1 ✓ ''-t' a- Buil ing Division IN Fire Prevention ❑ Planning Division ❑ = C Public Works ❑ Structural ❑ Permit Coordinator X Z H Z1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03 -04 -03 j o l Complete Incomplete ❑ Not Applicable ❑ p N off Comments: ui W I F- g" u. Permit Center Use Only .. z INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: U 2 F O Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: z TUES /THURS R TING: Please Route ] Structural Review Required ❑ No further Review Required Q Q ❑ REVIEWER'S INITIALS: DATE: . APPROVALS R CORRECTIONS: DUE DATE: 04 -01 -03 Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: l' ''': t REVIEWER'S INITIALS: DATE: .„ } �..��',.��.. , 4 4 i�.. a !!': . �a Permit Center Use Only t *�.t 4tx1' ' ' ' ; CORRECTION LETTER MAILED: . '` d Y 1 Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: , ..4 f PERMIT COORD COPY lt, r . >t ,RV Slf; :. .0 C ,. .f �ti Documents/routing sllp.doc ;` 2 -28.02 ,_ fi n5��� 'f . 4:, .,.. - :) i'.. +� : -' t , r....�D:1 a,..' .n� 3•.a:'$t ,.:. �.... v rmtaxgot Cfi:CdF" "+ ^ � ,ed+mv, � . . , d rtu.:.... . � ..Kli'ut�?At�t3?L!4{^'N:v,'g%Vt :. : G"i�".a;"!�,n� K*5ta»��tr . F ' I , - -- �.� $ ! 1 ,.«4y .0 ..8!A •...s. C i Tukwila o ► ';i i. Department of Communi Development - Permit Center 11, p tJ' P a, `op 1 ,, ;r ,.. a 6300 Southcenter Blvd, Suite 100 ' ' , kfl 2' Tukwila, WA 98188 'R %.-. j • " 0 (206)431 -3670 z � .:. f ,S,.`.i l `yi�} } ' * ,.1� l' n,�' �'r i' �.:, i. . _ ..� ,.... �,.. 7. M1 .['^i•:, ?� Ip . � , F a,f, ° I "•.: S+ t -'::y . v ... i:, Y:,ra, i s : •. T.' ; i t. �y .f ?, x.- :,3 ^,' ,',, ..L' . I-: . �� � �.k.?� 3 ,��lu��f�. ,,�,e � 5 i t �•`, . •1; pf�~�-.,�T �'A�� ti x �. � i � b�� n� � y .� .,` t �klfi,,(( y 9 �{ . , .,. i...i • t . e�1, � J �.' v F•t ^+ N� / `.i,'i,•/ 4 �. � f .'� : Yv �. �, „c, 1 .- :5 4 t .� t ;s 'o,4'4;;a':1? 4n� � ,I...S,' ,..• r. �, r' , ' 1�, ' t o � . . � . �yk' . `, z • St- ^a'. + <,•, i., ,S c +• { . ( K r { 5yr; �.?. .Y.. +•, t. ,+i. f l: t " %l vt4 :•l: F. t ? 7 •i jt.l, !t i : i ,,. (f `�,t'> , tff+ w Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted t; 0 through the mail, fax, etc. cn 0 u) ILI J F. Date: .Z I 2 $ 0 . 3 Plan Check/Permit Number: D o Z - 2 9 Z w 0 2 b ❑ Response to Incomplete Letter # g - LL Q ❑ Response to Correction Letter # co d = w 2- Revision # 1 after Permit is Issued �- _ z1 w c— '- Project Name: C 0 Y1 ,) I I ()Ai C!]Y1'6 ► 1-- r g w Project Address: 6 S' 4C S , G L SJ e 1 e /Z O w Contact Person: 4 f /fie b e r+ Phone Number: 90 t CO Qp III Summary of Revision: H C LI fl-A 9 c' S i z e peP 1 n'F- AVlcti,.? r w N . (r-S � 0 z 4 CITY OF TU WILA FEB 2 8 2003 p' RMIT CCNTEn .9Y. Sheet Number(s): ; , f „r . "Cloud" or highlight all areas of revision including date of revision ' , . � '; ' ` Received at the City of Tukwila Permit Center by: ai > tp� s ' r ' . Entered in Sierra on //r' -��3 ,^, . rr��� ?. ..4 i , hv "tY ; #iA 08/30/00 fO , • °f Lt I . •. • . - - , .- - * PROJECT NAME: e'G/ -iZ O (Ite.'"rit. 2- PERM'- ' NO:. hC) 2 -- 29' 2 - Site Address: G -.5 4;•. ($G�c-�i c • - -- Q indi Iss Ori Date: ���2. -� REVISION LOG . • Revision I Date Staff f Date I Staff • No. � Received 1 Initials � Issued Initials z • / 1 < Z6-'-e7.3 1 S/ _ I Y . ��S- ' a z 3 �3 I �W Summary of Revision: • . ;.yam- - _ >' cz. -<<� " r. s; 6 Q 1 z Summary of Revision: 0 H z ' • Received By: (please print) Revision I Date Staff Date I Staff , No. Received I Initials Issued Initials . I I - . Summary of Revision: , Received By: _ . -N (please print) i Start ,, ° 4,.. '1 , , Revision Date Staff Date , .�h . No. Received I Initials - Issued Initials , I I I I ' „ F , It . , Summary or Revision: `; .. y' - et‘ t hC Received By: ea • (please print) ;, .:t :2 i . i Y Vin i s ea: 'C}.F99`7S%2• L' FAiV1�rh ,'rttS.r+'t9x•vsf•,....wn n...Nw•r.+...�.-e„ ..«. .. ...........:v ,.. _,.., < .,. . I _ - , - — ■ � . - \' -fir -. kJ W1 City of Tukwila ° f :'f ir \.1%'', . , Department of Community Development - Permit Center . -, . ( I _ -40,` V i �o - 6300 Southcenter Blvd, Suite 100 0% j� f ti,� . 4 ∎•• Tukwila, WA 98188 P i (206)431 -3670 ti .{ z a ri ii I , : REVISION :SUBMITTAL i ' i 1 1 , . ... .. .. 6 • Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted o 1 through the mail, fax, etc. w w i J = O h , D ate: 9 � OZ Plan Check/Permit Number: v.00 2-2 f2 ILI i Response to Incomplete Letter # Z u. co O ❑ Response to Correction Letter # F = ., w ❑ Revision # after Permit is Issued ? o f- O Z I- w uj 4/t/7/2//t/ D 0 Project Name: C� �//.5D �i V >9��9idGf 0 I Project Address: ��/ 6.55�� .�'o���f 6���2 �7' O p (.- Contact Person: A4- /gel3 r Phone Number: 909 , 2 - f,' ?oO H 0 • Summary of Revision: u. z /1/292/2,4 rr7E 6��45 C c'i e/ / eP4 )S 2 s " V N 'fir _ z I 1 I RECEIVED CITY OF TUKWILA SEP1 f ERM T ecru) Eh Sheet Number(s): ' "Cloud" or highlight all areas of revision including date of revision ' u Received at the City of Tukwila Permit Center by: &1 S ' i l RI Entered in Sierra on 9 �/8 0 ' p � F � 1 1 .,:i" 08/30/00 qua' :;r4 ..t . .i =i.: •. ::. ... •...q. ,.:,...,... »..,,w:e »,,:,..:....... - .,+..e.,. wn....- .•x,.v, ..,........, t........ ..«, . «.. -. •.,....,« . .... w pm$.... av7y r;; WO ef. i. IVIC ***0wfi1M4+: ?aewnrr*.++.0. 3 T - rl *ILA, = O = ° 411 rr„ City of Tukwila Steven M. Mullet, Mayor Ul/ \t �4 :51 , "' . Department of Community Development Steve Lancaster, Director I 1908 _ - -- Z z Z July 20, 2004 6 ci 0 0 N 0 co al Mr. Hal Hebert Hal Hebert Construction N �. 6545 South Glacier Street W O . Tukwila, Washington 98188 g Q 1 RE: Request for Extension — Permit No. D02 -292 — 6545 South Glacier Street to d ; 1- al Dear Mr. Hebert: z �. 1— O Z F- This letter is in response to your written request for an extension to Permit No. D02 -292. Based on the LIJ • L information received, the City of Tukwila Building Division will be extending your permit to v 0 January 12, 2005 i 0 - Please be advised that this will be the only extension granted for this project and no further notice will V ' be given prior to the expiration date. A new permit and associated fees will be required after the ▪ 1 — above -noted expiration date. Z fft If you should have any questions, please contact our office at (206) 431 -3670. Z i Sincerely, 4 Robert Benedicto Building Official /sks File: Permit No. D02 -292 ", "� Mh F, 4 , a 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 - 3665 • ij • HAL HEBERT CONSTRUCTION 6545 SOUTH GLACIER STREET TUKWILA, WA. 98188 909 68.5 -6820 z 1 0 0 2 Q y r4 2 JUNE 28, 2004 o4 , � 6 t A f, �✓ V O Q CITY OF TUKWIL N 6300 SOUTHCENTER BOULEVARD SUITE 100 to TUKWILA, WA. 98188 LU O; RE: PERMIT APPLICATION NO. D02 -292 g 5 6545 SOTH GLACIER STREET to ATTENTION: STEFANIA SPENCER Z � . PLEASE EXTEND THE ABOVE MENTIONED PERMIT FOR 180 DAYS. Z LIJ H. THE REASON FOR NEEDING THE EXTENTION IS THAT THE ELECTRICAL PORTION OF THE 2 p PERMIT IS NOT COMPLETED AND UNTIL IT IS COMPLETED I CANNOT GET A FINAL. ALL O N; THE OTHER PARTS OF THE PERMIT HAVE BEEN FINALED. .. = U; ' THANK YOU O Z 1 d N ` O HAL HEBERT Z e leoccie i • t y 2-04 - . `�s. • i •7 ' s ? , 4 :i t. `r i . r ... .. '..' � '.r,:. .. .. _. w.•......,.....•.,.,....•..,,... w'... eu .w..wswis+xlrr+rtVM.f1+blrM3i4 .. • -'.cr , .1 -- '- \11LA, is; 1 - City of Tukwila S teven M. Mullet Ma or l 0 ° .. �•, Department of Community Development Steve Lancaster, Director / --- _ z . June 17, 2004 J... Z i Q Hal Hebert J U 6545 South Glacier Street U 0 } Tu WA 98168 W = RE: Permit Application No. D02 -292 H 6545 South Glacier Street W 0 ,, Dear Permit Holder: g u In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila d Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the = W Building Official under the provisions of this code shall expire by limitation and become null and void if the f' _ 1 building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if Z F- 1 the building or work authorized by such permit is suspended or abandoned at any time after the work is Z 0 commenced for a period of 180 days. W W 1 Based on the above, you are hereby advised to: U 0 • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final 0 H I inspection. W W . This inspection is intended to determine if substantial work has been accomplished since issuance of the permit t ~ O or last inspection; or if the project should be considered abandoned. . Lu If such determination is made, the Building Code does allow the Building Official to approve a one -time 0 I extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why • p ♦ — circumstances beyond the applicants control have prevented action from being taken. Z . In the event you do not call for the above inspection or request and receive an extension prior to July 19, 2004, your permit will become null and void and any further work on the project will require a new permit and associated fees. k Thank you for your cooperation in this matter. , . Sincerely, / • • i Q • .. )lae,„...,,,, tce _ t, Stefani pencer Permit Technician Xc: Permit File No D02 -292 ` Bob Benedicto, Building Official tt"E ` _ . vy..:,,e, %•.+�.�1j'j , • -!kt, F t jpWi 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431.3665;;,.,�` . . 't.: .. ....., n. ... . .. ... ,.",+r. xti:fr?,.'..N'1 tet.l:i'x. x:xF ✓..x .. .. c. r.. .a..e w,..v. a. .w.+ ..... +... ....... f r i , -k.« 1 *,.. '.. I • • • J ,04 �� ►� ' G City of Tukwila Steven M. Mullet, Mayor -V1/ -sr I —i � JO �`.. sir ? - Department of Community Development Steve Lancaster, Director . 1908 Z • • W i 12 -06 -2004 re 2 6 U O 0 o HAL HEBERT W = 1 6545 S GLACIER ST —' I— W � i TUKWILA, WA 98188 W 0 g 1 5 RE: Permit No. D02 -292 u. < 6545 S GLACIER ST TUKW - = W Dear Permit Holder: Z I0 — In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. W W Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the 2 provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not 0 N commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or } abandoned at any time after the work is commenced for a period of 180 days. W Ww t U Based on the above, you are hereby advised to: L I 0 Call the City of Tukwila Permit Center at 206 - 431 -3670 to arrange for the next or final inspection. U �. Z 1= I— This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if • Z • the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one - time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have 1 prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 01/12/2005, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, 4 Stefania Spencer, , .,:4:s4 r w; Permit Technician r7 t xc: Permit File No. D02 -292 'r. • t ' +; Bob Benedicto, Building Official a ` 2s th,rr . - - - 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax: 206 - 431.3665- 11 21roskaabassesewaramansm :�• ., ..... .+- w++. .•^. r:• s' rm! A,.: n+ nWi.} uw :AA+•csm'h'- ^r�aaY,•kFi!tUn'� ^ r 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206- 431 -3665 Zi..,,i' MINjoessmemossanaut ' ,1 1 REID PLASTICS - TUKWILA Inl425- 251 -9173 SEP 1.8'02 7 :49 No.001 P.01 :$...:;11.. . 1 0.. .. CA 1, (: It-A ' (. :ONS'1'RUJCTION IN('. 1.. 3:400�•PYRITI STREET , RIVERSIDE, (A. 92509 . :SEPT. l 8, 2002 : Z 1 ° '.', 9 09 685- 6820 • • 11-:' •; . � • CITY OF TUKWILA ' :.? w M _ ' DEPPARTML'NT OF COMMUNITY D LOPMENT U 0 BUTT ,DING DEPARTMENT co 0 6300 SOUTHCENTER BOULIVARD, SUITE #I00 w = • TUKWILA, WASHINGTON 98188 ' ' • J^ i _ � ' �`� `, O ATTENTION: KEN NELSON 2 I RE: LETTER OF INCOMPLETE APPLIATION #I u. a DLVELOMINT PERMIT APPLICATION NUMBER D02 -292 N d CONSOLIDATED CONTAINER COMPANY -6545 SOUTH GLACIER STREET I- _ Z H. $U1311'?C•I': Plt()ViDE A NARRATIVE $7CPLAINING THE USE OF THE "REGEN ROOMS ", Z O � . •••••;.." w w THE REGEN ROOM 1S PART OF THE PRODUCTION PROCESS. IT IS USED TO BT..ENA I TOGETHER THE NEW PLASTIC PEU.ETS AND THE REGENERATED PLASTIC FROM THE v I ' SCRAP BorrLLS AND FLASHINGMAIER!AL THE BLENDED MATERIAL IS THEN 0 H ' DELIVERED TO THE BLOW MOLD, MACHINE VIA A VACUIE LINE TORE MELTED AND w w ' MADE INTO PLASTIC BOTTI.F..S." = • • ' U I•- � ....J ;•••-,:e1:4. •1 ' lL 0 I PLEASE' CON'T'ACT ME VITUS IS UNCLEAR. MY CELL PHONE if 90 660.8900 Z . • .,: , r (/ G " V _ u) SINCERELY, . . i16•LC RECEIVED 1 .'i t .:RI' • w,V . 5 I 1 •IAL HEBERT • ' ' CITY of ruKwl�n • c ` • SEP 1 8 2002 ' PERMIT CENTER • i i '1 F'1 RECE . Iw (^j' ' SEP 1 9 2002 X i?� `Y t :, :‘,:;• ! N C 0 M P L ET E :a z . 4 t-N #: �- LT R# PUBLI w�NKS :�.�1 • ' .rl'' .!4ii .• i • !'';f. r'•4 .1 !.':.7;;0 ! . ., .la':'S• y , {1y1�1,� 1Yyy���{.,:k' i . :Y :•i`�l,.:1•' r rays, . 1•+ • • n. . � .,ir ; j 5 "rc t, Y;; '' 2.29Z r� S i b �; " }.w / ..,:41 • • : Y • . • 'M.'iS•^ .�' . 1..,. ...........::wr ... . .•...:...,,,. ....._.c,..w 01: - - 1• ....., . ,, }1;.,. «.. ..�. y,.l..�.4L:..., : 'i: ., . ;q� . �. r .,,.... ..w. 1i.. 1 "' .. ':: I N' ' . . . . .. . _.. �. .. •,i .» r•., nY. yy %'�.Y•1..!?tVF�iS'e�I7,'2" ?I� .Y :. 4.V�tAGf ��f.,H:i , , - i' - `l.4C ..- -, y , Department of Labor & Industries -4�' REGISTRATION VERIFICATION z 1 p Y, Contractor Registration Section ", i � : ;1 w PO Box 44450 �y (360) 902 - 5226 Ce m 5 Olympia WA 98504-4450 FAX (360) 902 - 5228 J O TEMPORARY LLI ; ma" cza i,e."{..14,4/Vigi .-..i I.- N ( To Fr \ • W I N Re � %, d � naa J me / /.' , , } p 1 . Registration number R egistrati expires g i5 1 . ��G r�-c * 9 2 /P. /e/6 ,/ V I • Contractor: Your Certificate of Registration will be sent from the O lympia office and = a o should be received within 2 to 3 weeks. Please keep this record until you receive your W z = I Certificate of Registration. Receipt expi w 0 (res D j/U 2 w � F625- 036 -000 registration verification 12 -98 2 D UO !.; f, 0 — . - w I-- W • I- U 1- -L z 111 U l-I • O , z • -- • , t . , ; ,. 7 , :.,41 1 Fil . Ala i x BUILDING INFORMATION TYPE III N SPRINKLERED B -2 OCCUPANCY FIRE ZONE II BUILDING HEIGHT 31' GROSS FLOOR AREA 67,000 S.F. FIRE DEPARTMENT NOTES FIRE DEPARTMENT IS SUBJECT TO ACCEPTANCE OF ANY REQUIRED SPRINKLER AND / OR FIRE ALARM MODIFICATIONS ISSUED UNDER SEPERATE PERMIT INDEX A -1 PLOT PLAN A - -2 ENLARGED PLAN VIEW A -4 DOOR SCHEDULE VICINITY MAP TODD BOULEVARD OLYMPIC AVENUE SOUTH SIDE HALL OF SILO SOUTH GLACIER STREET if REUSE (E) 4 X 4 RO,.-LED ANGLE ►' LONG WEST VALLEY HIGHWAY 4" 50. SN M PLATE WELDED TO 80TTTOM OF CHANNEL NOTE: SILO BY OTHERS J REUSE (E) CHANNEL REDRILL HOLE `0 q/Ib' FOR 5-'4` THREADED ROD 4' G. PLATE rTASHER 5/4' THREADED ROC E. 4" WITH HILT, HSE 2421 EPDXY 0/•iN SECT ION SCALE. V2' = I' -0° ENLARGED SILO PLAN VIEW SCALE Ve'= 1' -o' THREADED ROD HILT, PDX H5C 242' EMB. 4" CHANNEL REDR _TOLE TO PROVIDE FOR 3/4" THREADED ROD 4" SG. •1A5HER ® HOLD- DOAN SEC-7'0N SCALE: I/7= -0' SILO SILO IS 12' IN DIA. SILO IS 40' TALL SILO IS SKIRTED SILO IS NOT IN CONTRACT SILO MATERIAL WEIGHT 40 PCF SILO VOLUME 3430 CF SILO EMPTY WEIGHT 13000 # SILO MATERIAL WEIGHT 137200 {j SILO TOTAL WEIGHT 150200 # NOTES: -SILO TO BE PAINTED TO MATCH BUILDING SYNETRIGAL ABOUT CENTERLINE (iTJTRANSVERSE FOOTING SECTION SCALE: I /21= 1,-0' GENERAL NOTES: I. CONCRETE 3000 PSI AT 28 DAYS SPECIAL INSPECTOR REQUIRED. PILES, GRADE BEAM AND SLAB 2. REINFORCING, A-615 GRADE 40 3. EPDXY ANCHORING SYSTEM, HILTI HSE 2421 HSE 2421 ER 5605. 4. PILE INSPECTION, L5I -ADAP INC. 5. PROVIDE CENTERING FOR PILE RE NFORC I NG CAGE. 6. THREADED RODS, A -36 • WA... OF SLO 1 PROVIDED riITH SILO HO .-D -DOvNIN PLAN SCALE: I/2"= .'-0' 5/4' THREADED ROD CHANNEL REDRILL HOLE TO PROVIDE FOR 5/4' THREADED ROD 4' 5Gt. WASHER UNDER CHANNEL 4" 50. SHIM UNDER CHANNEL SOUTH GLACIER PLACE 84 BARS IT O.G. EACH WAY 13 TIES AT Ib" O.0 b' MAX. FROM PLES. 4-16 BARS IN BOTTOM OF GRADE BEAM AND 4-14 BARS IN TOP EQUIPMENT ROOM SEE 1/A2 PIPE 'SUPPORTS SEE ;2/A2— 1 NEW SILOS SEE A /A1 NOTE: LENGTH OF PALES 45' UNLESS REVISED SY SOILS ENGINEER FOUNDATION PLAN SCALE: I/4'= 1.-0' PLOT PLAN SCALE 20' - 1' -0" REGEN ROOM SEE FILE COPY 1 understand that the Plan Check approvals are , subject to errors and omissions and approval Of • ,fans does not authorize the violation of any adopted code or od,na ^^e. Reoe!pt of con- tractor's copy of approved plans acknowledged. ANCHOR BOLT LAYOUT PLAN SCALE: 1/4 -= i'-0' 4-14 BENT DOve..5 TURN OUTWARD BUT CLEAR FORMS In 4-13 SPIRALS AT 4" O.G. 6-+16 BARS WITH 05 SPIRAL TIES AT 15' O.G. ONE an DOM THE MIDDLE FULL DEPTH NOTE: GRADE BEAM BARS TO RIJN OVER PILE AND EXTEND GONTI NUOU5 TO WITHIN 2' OF THE END OF THE FOOTINGS CD TRANSVERSE FOOT ; NC SEG7 ON SCALE: 3/4•• HO" 4-14 BARS :N TOP AND BOTTOM OF GRADE BEAM NOTE : FOR ' FORMA r1O1 NOT SHOWN 3EE SECTION 4 FOOT. NG SECT"ON SCALE: 3/4'= 16' DIA CAST IN jDLACE CONCRETE PILE Wit b •b BARS ANC' /S SP 4AL5 AT '5' G. CAGE 20 6.0N5 it BAR FULL LENST o °'LE SPLICE 56 PILE SEGT;ON SCALE: 3/4" = 1'-0' Date .. _ PemM No. TOP OF CAGE BOTTOM OF GRADE SEAM 16" DIA. GAS' IN PLATE ti.ONGRETE P'-E ruTH 6 ail BARS ANC +5 SPIRALS A'I' '5' OC GAGE 2C LONG /-I EAR FULL L NSTH OF P LE 5PL CE 36' RECEIVED CITY OF TUTANI A Ponwr CENTER VERTiGAI PILE SECTION SCALE 1/3'= -0' HAL HEBERT, CAL CRAFT CONST. INC. 9/7/02 7:79pm production room plan view stud to floor connection wall roof to stud connection trapeze hanger design build contractors cal craft construction building modifications for consolidated container corp floor plan DOOR SCHEDULE N . TYPE SIZE FRAME FINISH 1 HARDWARE WALLS 1 OVERHEAD MANUAL 1 CARPET r VINYL COMP. TILE CONCRETE STONSHEILD HRI 10' -o" X 10'-0" 1 L PAIR 4' -0" X 8' —O" i CONCRETE FSTONSHEILD HRI HOLLOW METAL PAINTED OVERHEAD -_ - -1 LEGACY, FORMICA,WALNUT PAINTED FACTORY FLAT, LATEX BASE ENAMEL, ALKYD BASE L ENAMEL, LATEX BASE FRP BOARD 5/8" PLYWOOD Sc GYP. BD. PRIVACY LOCK 5/8" GYP. B0. - - -� LOCKSET _ CLOSER THRESHOLD DOOR BOTTOM SEAL WEATHERSTRIPPING MANUAL FLUSH BOLT SET PUSH /PULL PLATES T ASTRIGAL ENAMEL, LATEX BASE 2' X 4' ACOUSTICAL TILE EXISTING i� VARIES.. REMARKS 1 REF. PLANS & ELEVATIONS FOR LOCATION AND PATTERN ( SEE A -2, A -3) AT GYPSUM BOARD DRYWALL ONLY AT CONC. TILT WALL ONLY AT FRP ONLY SEE DETAIL A ,B & C ON SHEET A -5 INSTALL OVER WATER RESISTANT GYP. 60. WITHIN 2' OF FRONT AND SIDES OF URNALS AND WATER CLOSETS TO EXTEND 5" UP SIDE WALL REMARKS PROADE ALL DOORS W/ STOPS & HINGES, REF. SPECS. FOR HARDWARE MFG. AND DETAILED DESCRIPTION 1 ON ACTIVE LEAF . 2 ON INACTIVE LEAF 0 C ON BOTH LEAFS . 4 METAL SECTIONAL 5 PROVIDE DOOR/ 18 "X24 "X 1 /4" TEMPERED GLASS WINDOW (SEE DET. 1/A-4) . FI \IS SCHEDULE \O FLOORS BASE WALLS CEILING HGT 1 CARPET r VINYL COMP. TILE CONCRETE STONSHEILD HRI 1 4" RUBBER CONCRETE FSTONSHEILD HRI FLAT, LATEX BASE ENAMEL, ALKYD BASE L ENAMEL, LATEX BASE FRP BOARD 5/8" PLYWOOD Sc GYP. BD. 5/8" GYP. B0. - - -� FLAT, LATEX BASE _ ENAMEL, ALKYD BASE ENAMEL, LATEX BASE 2' X 4' ACOUSTICAL TILE EXISTING i� REF. PLANS & ELEVATIONS FOR LOCATION AND PATTERN ( SEE A -2, A -3) AT GYPSUM BOARD DRYWALL ONLY AT CONC. TILT WALL ONLY AT FRP ONLY SEE DETAIL A ,B & C ON SHEET A -5 INSTALL OVER WATER RESISTANT GYP. 60. WITHIN 2' OF FRONT AND SIDES OF URNALS AND WATER CLOSETS TO EXTEND 5" UP SIDE WALL FINISHES TOILET ROOM FLOORS SHALL HAVE A SMOOTH, HARD, NONABSORBENT FINISH WHICH EXTENDS UPWARD ONTO THE WALLS AT LEAST 5 ". WALLS WITHIN 2' OF FRONT AND SIDES OF WATER CLOSETS AND URNALS SHALL BE SIMILARLY FINISHED TO A HEIGHT OF 4' WHERE GYPSUM BOARD IS INSTALLED UNDER FINISH MATERIAL, USE WATER - RESISTANT TYPE. • If • DOORS SWINGING AND OPENING FORCE EXIT DOORS SHALL DE OF THE PIVOTED OR SIDE - HINGED SWINGING TYPE. EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING ANY HAZARDOUS AREA OR WHEN THE AREA SERVED HAS AN OCCUPANT LOAD OF 50 OR MORE. THE DOOR SHALL SWING TO FULL -OPEN POSITION WHEN AN OPENING FORCE NOT TO EXCEED 30 POUNDS (133.45N) IS APPLIED TO THE LATCH SIDE. FCR OTHER DOOR OPENING FORCES, SEE CHA °TER 11 AND SECTION 905.3. SEE SECTION 3207 FOR DOORS SWINGING OVER PUBLIC PROPERTY. DOUBLE- ACTING DOORS SHALL NOT BE USED AS EXITS WHEN OF THE FOLLOWING CONDITIONS EXIST: 1. THE OCCUPANT LOAD SERVED BY THE DOOR IS 100 OR MORE. 2. THE DOOR IS PART OF A FIRE ASSEMBLY. 3. THE DOOR IS PART OF A SMOKE -AND DRAFT- CONTROL ASSEMBLY. 4. PANIC HARDWARE IS REQUIRED OR PROVIDED ON THE DOOR. A DOUBLE- ACTING DOOR SHALL BE PROVIDED WITH AVIEW PANEL OF NOT LESS THAN 200 SQUARE INCHES (0.129M2). TYPE OF LOCK OR LATCH. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. PANIC HAFDWARE PANIC HARDWARE, WHEN INSTALLED, SHALL COMPLY WITH THE REQUIREMENTS OF U.B.C. STANDARD 10 -4. THE ACTIVATING MEMBER SHALL BE MOUNTED AT A HEIGHT OF NOT LESS THAN 30 INCHES(762MM)OR MORE THAN 44INCHES(1 1 18MM)ABOVE THE FLOOR. THE UNLATCHING FORCE SHALL NOT EXCEED 15 POUNDS(66.72N)WHEN APPLIED IN THE DIRECTION OF EXIT TRAVEL. WHEN BALANCED DOORS ARE USED AND PANIC HARDWARE IS REQUIRED, PANIC HARDWARE SHALL BE OF THE PUSH -PAD TYPE AND THE PAD SHALL NOT EXTEND ACROSS MORE THAN ONE HALF OF THE WIDTH OF THE DOOR MEASURED FROM THE LATCH SIDE. WIDTH AND HEIGHT. EVERY REQUIRED EXIT DOORWAY SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3 FEET (914MM)IN WIDTH AND NOT LESS THAN 6 FEET 8 INCHES(2032MM)IN HEIGHT. WHEN INSTALLED, EXIT DOORS SHALL BE CAPABLE OF OPENING SO THAT THE CLEAR WIDTH OF THE EXIT IS NOT LESS THAN 32 INCHES (813MM). IN COMPUTING THE EXIT WIDTH REQUIRED BY SECTION 1003.2, THE NET DIMENSION OF THE EXITWAY SHALL BE USED. DOOR LEAF WIDTH. A SINGLE LEAF OF AN EXIT DOOR Si-;ALL NOT EXCEED 4 FEET(1219MM)IN W'L)TH. FLOOR LEVEL AT DOORS. REGARDLESS OF THE OCCUPANT LOAD, THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF A DOOR. WHEN ACCESS FOR PERSONS WITH DISABILITIES IS REQUIRED BY CHAPTER 11, THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2 INCH(13MM)LOWER THAN THE THRESHOLD OF THE DOORWAY. WHEN SUCH ACCESS IS NOT REQUIRED, SUCH DIMENSION SHALL NOT EXCEED 1 INCH(25MM). LANDINGS SHALL BE LEVEL EXCEPT FOR EXTERIOR LANDINGS, WHICH MAY HAVE A SLOPE NOT TO EXCEED 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL(2 %SLOPE). LANDINGS AT DOORS. LANDINGS SHALL HAVE A WIDTH NOT LESS THAN THE WIDTH OF THE STAIRWAY OR THE WIDTH OF THE DOOR, WHICHEVER IS THE GREATER. DOORS IN THE FULLY OPEN POSITION SHALL NOT REDUCE A REQUIRED DIMENSION BY MORE THAN 7 INCHES(178M M). WHEN A LANDING SERVES AN OCCUPANT LOAD OF 50 OR MORE, DOORS IN ANY POSITION SHALL NOT REDUCE THE LANDING DIMENSION TO LESS THAN ONE HALF ITS REQUIRED WIDTH. LANDINGS SHALL HAVE A LENGTH MEASURED IN THE DIRECTION OF TRAVEL OF NOT LESS THAN 44 INCHES(1 1 18MM). THE FLOOR OR LANDING SHALL EXTEND A MIN. OF 18" PAST THE STRIKE EDGE OF INTERIOR DOORS. • 6" METAL STUD 5/8" GYPSUM BOARD 6" TRACK METAL STUD HEADER AS REQ. METAL 000R FRAME DOOR SEE SCHEDULE ON A -4 INTERIOR DOOR HEADER SCALE 3" = 11 -0" PURLIN OR 4X BLOCK BTWN PURLINS 0 • 1 1/2 X 1 1/2 X 1/4 ANGLE IRON 1/2" MACHINE BOLT OR LAG SCREW SLOTTED HOLE 4" X 8" X 1/4" TUBE STEEL 3/16 3/15 UPPER FRAME ATTACHV SCALE 3" = 1' -0' 0' -3" 0' -1 1/2" 0 3/4" PLATE ENTS 1" HOLE FOR 3/4 "X4" RAWL ANCHOR 1/4" 4 "X8 "X 1 /4" TUBE STEEL FRAME BASE PLATES SCALE 3" = 11_0.. ROLL UP OVERHEAD DOOR Or 4 "X8 "X 1 /4" TUBE STEEL FRAME 6" METAL STUD ROLL UP DOOR JAMB SCALE 3" = 1 ' -0" ROOF PURLINS 177" M.B. TYP. d PLCS FIELD WELD 10' -0" 0-4 2- 3/4X4" RAWL ANCHORS EA. SIDE 0 N j.. STEEL FRAME FOR ROLL UP DOOR SCALE 1/2" - 1' -0" FLOOR OR LANDING TO BE A MIN. OF 18" FROM STRIKE EDGE OF DOOR 0 N Cti ':f T 1UA SEP 2 5 �3UZ METAL DOOR FRAME DOOR MAX SLOPE 2% CN 0 6 DOOR THRESHOLD SCALE 3" = 1' -0" CIFYCIPTIMMILA SEP 1 1 zee AMrpow 2912.