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08/13/1998 15: 35 E;125597692 MATTSOhd CONTRACTING ITS:,=;G'TIt'dG PAG03 <br /> JUIN-�6-98 FR 103!57 FIi _. --- "V <br /> ESTIMATE <br /> 06/2x/98 13,r(l7 <br /> 2] <br /> Lyman Lumber 1'.;ompany <br /> ETRANVt 117342 PAGE#, <br /> .the profes.sio ri builder's <br /> supply center <br /> IIEWO WEST 75-H STREET CMANH/ sSreN,PAINN 9SC7TA 65317 TELEPHONE(612)4704-WC FAX 1,612)470-4810 <br /> This. is an estimate not a bid. PI :gs,a ,txamin'. rniU estimatri ,,1oSely. w� sgrrt to furni9h <br /> only 'the artic.L", quantit:Le0,, r. . .S=&dQ6P r-xmed. Aeeizal quaentitlas neva-ma473Ewate~riala <br /> nslect"?d.�n4y <br /> vary .#tom thIS liar. Al we will 11�+t guarantpE- that mo=a, `: :ss, or different <br /> meiEeria7s will b.ei ticndod. Cle:rica arrors are subject to co action. lAocemse of Ppe$�Lble <br /> a►a keG.chazYgea�4. 1r1� 1s estimate is ubjeat to raview after (7) days, If paymanss are not *ada <br /> 1a1'a'QC=dikrLC0 with t@rm9 a 1.5`Y :.mthly servioa change will be a&gassed. <br /> gt7c7TEI \ aotga s, etrSi' ,QPB= QQJW9++.r <br /> COST POO. MATTSON <br /> EXP DEI, DATE: <br /> 0tt7GSID.E-SLSYM.- JC*W, ;5KJ3AP1NC- INSIDE SLSMPI: CfiA:C OLSON <br /> 12 SINGLE SINGLE JOIST SAN'GER 0-37.5. e:ACH 3.25 <br /> '34 h7,o.D,M 4 2X10&2X12 DOUBLE OotST ILMGER 9.830 EACH 3.32 <br /> 35, 114.GJH 3 3AI,V= JOIST X1 NGgR NAILS 0-901 LR 2.40 <br /> 35 30 13"XA"x2-3/4" MULTI usE AWHOF 0.122 EACTI 3..6f <br /> 37 TH015950 28 9 1(21' SINGLE TOP MT ECI/4:0 0.858 EACH 23.91 <br /> 38 THg35925 12 9 1/2" STNuTAX FACE MT gCi/40 0.$34 EACH 30.01 <br /> ;.39.;.,: SCCH152.O.L •.•.: 4 9-1(2" SMI-L SITGLE F M 9CY/40 3.56S' EACK 14:65 <br /> 4o. slob .'.-'O 8 B-3./1" KEW-R Slvlm3 E F M BC;I/40 3.692 EACH 29.54 <br /> ;eer_'icn: 2 Total 247,54 <br /> 3eetion� 3 Lowes Level SC-,11V <br /> 42. Sr936 2 P' 1/?" 361 BCT/40 D.S$ 1.156 LFT 83.23 <br /> 4'9'. '.:SI'$3a• a a i/2" 3A' $ rj4d'1768' S.A53 s.s�s <br /> 156.91 <br /> 44 819322 1 P 1/2" s2' .BCI/40 osH 1..170 LrT 37.44 <br /> 4 ? 1/2" 26' RCI/4o'`'t 1.158 L5T 273.31 <br /> 46' 51924 9 P 1/.7." 24t ECT/40 088 2.168 Ls'T 253 1290 <br /> 47 SI922 "• j i/2" .22' BOI/40 OSS 1.169 LFT 128.59 <br /> -gg . s=a:a,o ... • � � gra- zv• �cs�4e:,�osn.' �.��� L� y3.s'1 • <br /> 4'9 x1918 2 a 2/?" :Let 'HCI!46 093 1.170 LFT 42.1.2 <br /> 1.159 Lg7 198'. 44 <br /> 5.1 F.920 10 3-1/2" 20' VERBA-YrIM 1.423 LFT 284.66 <br /> 152©:57 <br /> sartlon: 4 1st Prame Load <br /> .fix. 243.2 13 3X4 12' STDJ$RTR S-P-F 423.632 PWFT 44.06 <br /> 13 3}>4 14' 8TA&STR.,S-P-F 4a7-927 MSFT 6'3.13 <br /> 55 "2114' 18 3.`ifi 1l' #26ETA S B-P 421.4¢7 MBF'I 1Dh,20 <br /> 54 14143 10 LX4 14' #3 P01319ERGSA FIVE 845 473 .841 MSFT 22.43 <br /> 57. 141.63 10 L:J 16' #3 5'ORDeROSA PINE S4S 473,523 Mb1+T 25.25 <br /> 46,163 J.0 ' Lx6 ia' #3 V*=13RQ8A :'.1#E SAS x43.046 D? VIT 44.:.14' <br /> $9 IB149 In LX6 14' #3 I+ONDEiC08A PINE S4S 427.759 MEET 29.94 <br /> 60 2412 13 )X4 12' STD&BTR 5-P-F 423.f532 14BF2' 44.06 <br /> r- 2414' 13 IX4 14' STDARTR S-P-F 437.927 MSFT 53.13 <br /> 62 24.15 13 !X4,. 16' STD&BTR S-Q-F 473.439 K5Fr �r5.G5 <br />