Loading...
Plans (29) ,2v,o9L CHALKERPUTNAM COLLINS & SCOTT • N N : U R A PRINCIPALS March 29, 1996 chmks D. PflI °A Anwe M. GsWiM. °A. DomAd R. sae. P.1. ASSOCIATES MEMO O Bee ut's MPl. : � c.o.a.ne.RR. He Aaron A. Geo. 4a CAD wwrd M. Deeenue. TO: Stock & Associates ''er' P1nb4 ' N �•/`� 5TRUCTimALENaiNuuRs • ATTN: Bruce Stock S `WE* v Doup b eA.G°°'`"' Arm e L. News. Pt. ' p 1t ' A Rai s Swot .�'.� ,` •I' pSO Themgv,%ANON% FROM: Jim Harris 11111�� CONSULTANT DaireML.avp.rPl. RE: Tetra Plastics II COMMENTS: e Cooling tower support. I have reviewed drawing S -13 by Sverdrup Building Corporation and the photos of the cooling tower support frame. The frame shown on the drawings will meet the requirements of seismic zone three as is currently required in Portland OR, As the photo shows the frame disassembled it is difficult to ascertain whether all the pieces shown on the drawing are included. Therefore, the frame should be checked against the drawing when it is erected and missing pieces, if any, shall be replaced.. ' • 4,03)%t • 41.11164 ih v'9 . lei RECEIVED 4 fos N. G O" APR5 - 1996 LINART PETERSEN POWERS ASSOCIATES WrIntrffisr jo rears 950 Pacific Ave Suite 200 Tacoma WA 98402 • (206) 383 -2797 • (206) 383 -1357 fax CHALXER PUTNAM COLLINS & SCOTT • N T ► c E N IN _ c • w March 19, 1996 MEMO PRO TO: Stock & Associates' Ay/ ATTN: Bruce Stock FROM: Jim Harris 9 RE: Tetra Plastics II H. CO COMMENTS: The following specification for the concrete slab an grade infills shall be used in conjunction with the attached sketch: CONCRETk Concrete: Shall be made with Portland Cement ASTM C -150 Type II or Type I, coarse and fine aggregate ASTM C-33, water clean and potable, and shall be ready -mixed per ASTM C -94. fc . 2500 PSI, maximum slump 5 ". Minimum cement content 5 sacks per yard. Maximum aggregate size is 1/4 ". Add to all concrete exposed to weather an air entraining agent to attain 5% ± 1 -1/2% entrained air, by volume, conforming to ASTM C -260. No aluminum (conduit, miscellaneous items, etc.) shall be embedded in any concrete. Place concrete: Per ACI 304. Concrete shall be poured monolithically between construction or expansion joints. Protect all freshly placed concrete from premature drying, excessive hot or cold temperature for seven days after pouring. Prepare concrete and apply bonding agent to all existing surfaces to receive new concrete per manufacturer recommendations. Bonding Agent: "Weld Crete" by Larson Products Corp. or approved equal. Prepare surfaces and apply per manufacturer. REINFORCING Metal einforcement: Reinforce slab with 6x6NV1.4xW1.4 welded wire fabric at slab mid - depth. Reinforcing shall conform to ASTM A -615, Grade 60 (Grade 40 for welded bars unless otherwise noted). Detail, fabricate and place per ACI 315 and ACI 318. Splices shall be 24 bar diameters or 18" minimum. Welded Wire Fabric shall conform to ASTM A-82 and A -185. Lap one full mesh on sides and ends. Place at mid -depth of slab, or as shown. CHALKER PUTNA 1 COLLINS & SCOTT C O N S U L T I N G S T R U C T U R A L E N G I N E E R S O MEMO 0 MEETING MINUTES 0 DATE: ' ( 9 �o C7 CALCULATION 0 TELEPHONE RECORD SHEET OF NAME J 4 N' PROJECT: _t T Ari t■- JOB No.: 1I0 1 ORIGINATING OFFICE 0 TACOMA ›. SEATTLE s PPt e 801.- e - (p x 6/w ► , 4 x w»,a _ 4) ,� E �,�- w w F• - o� •. t t11 -j r ..... 7 .. f . . , ...... - .-., X 1 • Si,AfS - 2 • `_"' it.. �� .!.. 0 ...r ?ot.g= ut-1 UE E.-41 ST' St.-A- 6 TYP. M' • MIN / - I - Ye 1 Oer.VsKm - rip-sGc- 4.1..A e. DETAeit • • o p PROF , . . • it t . . 11/ v'9 4q ,� N. C 930 Pacific Ave Suite 200 ihcoma WA 98402 • (206) 383.2797 • (206) 383.1337 fax CHALKER PUTNAM COLLINS & SCOTT . / C O L , G t T c; c S 0 MEMO 0 MEETING MINUTES 0 DATE: 7' 24-9 6 LI CALCULAT 3 0 TELEPHONE RECORD SHEET OF NAME: PROJECT ETIZ r PL.hhrST► C. S JO8 No.: ato i' ORIGINATING OFFICE: 0 TACOMA >i{ SEATTLE "SIDE Ft. Efi: S ST Oct.. 4IDE "Y C2-). „ 4, MII. late .... - 4" esr , i i -la 1 • , - - it 1 :)( 1 f -- M i 1 ? . . 14- ( 8 BoT. t. Li J- y -< DA Moil 4 !4-4)S. It 5/1 igy Fot �,! X ( - aL 0 gkcx k U S 5,So t o ' ") f • Ei.P, Both' S Foil PRA-Let-AK (EH$ED • e.) Coat W hi.A. AT t-oue, w a-L-L . , ittr AI. 8eit*" PIPE RArC4. c)1'PotZ"'t" "ISS M If►= `I- 0" , AO P Fa St" 4ME DPT1•+J 5 a' i 6s� OAP 43) 411,0* ' , 14:44 54 )t Ito PAR144..mm .. �I j� // = 1\ `i.'A.18,'∎ s LOG `! - 10 3 FS H. Gov PIV�R ace ‘D a BET vJEEPI A 4t to . . . . • . 950 Pacific Ave Suite 200 Tacoma WA 98402 • (2061 383 -2797 . l211A1 1511.1 RR7 ,.... C. LK P T NM COLLI NS IN R T A EN 1.. E$ t A O MEMO 0 MEETING MINUTES 0 DATE: 1.211' % O CALCULATION 0 T�}EPHONERECORD SHEET OF NAME: jL4+ PROJECT: 1 E - L r Kt_ 14-4.1•1 L C. 11 JOB No.: �I fo 1 7-S ORIGINATING OFFICE: 0 TACOMA Je SEATTLE ,-j . 4 7 4 17 PRO ./ Ito kr EP' C / li P . T�� S S $Et.o� ---� .. A /oR t o TYP'A -L d w► G1+ uo fl $ N. G0 m6 UP IT" N: 16, st. e G X1s'r • -re 0 4x . MIN T . '.- :. — . . _ , ..1-.."") .<-. I!: k I tklif, rj! , 1 . ... i A AB *.----.. • ,, lic ir .\\4 . - 1 • v • t � • I . • ■••••••• A le i ciMrsC . A 3S A'r et aD.E LS • re .. �•. Tcioe.'t" S PI--"r" to uNGEiZ 2X to Ar EA -GI-. ME•GIk U o 1r E• t G o' PAr et Fo,NT ... t_DLIcE almeso pPE N I P 6 Lu.Sze-2 El4 • • C41MPsota WS2• . t< !sD . Vi EN D ©9 "oP M E a N-A -0f VN1 - r . i u = r . o . • 950 Pacific Ave Suite 200 Tacoma WA 98402 • (206) 383.4797 . mu. tci_1cc, ..... U ALKER P U TNAM COLLINS_ 1 N T r oer • • N N fi o MEMO 0 MEETING MINUTES CJ CALCULATION p T PHONE RECORD DATE: - Zip .� PROJECT. SHEET„ pF — NAME: ORIGINATING OFFICE: O TACOMA JOB No.: ...,S /' SI M PSo,r- ASS 3 vela x 3" 4. t our- / soy coo Air Toe �T �x � OF 2.s. ¢ ,.. • Ew Sr; 9 / .. . • A ts,t.ir • .......... ikr e =�' L n • . ., Z C V ITg - r2vY t3 aE't-paEEC Zx4-' . 8ETwEEt -i To S v P Po 12.-%-r-- -MU S S PM-) E�L %Ay feta off4--rni.f.elti›. LA lithoixS eh . eNp • U N I r / < Pa T! • . . PRO c te-r 7- 3,.:, „,;„„ : ‘, -, 4 . . . . . ..... ... . . .. . . A ,� 7 fe9 4 q 16, . .. .. IFS H. CO • • Court Ir the Stream am e.....--.• e Sulte ?001toeria WA 96402 . (200 3" 1.o,o, . _ _ - -