Loading...
HomeMy WebLinkAbout1436 Blue Spruce Dr - Correspondence/Engineering - 10/13/1977Steftil y Structures A Subsidiary of She Stanley Works Job Title EyEg�c _ECee ! W A3 FF4?52:i_E By EEL Date 10 - i 3 7 7 Job No. --7 �2-`-(y—.._: Subjec[ lGt Z �.Ck,F_. Checked By �lS-"MDate �(20�-}�% Sheet �I_Of CHEC't, bF `.�iK-�S��S W� f�DOi'�lonfh'L /-f�GE(htilKfr'� �Utp1{�Et1; Qn �aOF r 5v � i k1=0:28tfar i WT- OF "ECH. CQUrP. c I±-:-:Irri I7FiTF± L l:= ft. riil :-:o= c.ri, It Ri7'.= c. (I ± � F:rt.l_ENGTH= r.I. Ofl E•f.❑T._ 4, 5C1 E.Trc= r.. 50 H{..Ef_= .L 01,1 i 1 El.:_:= `FLHri" ar., iln T ± Ht4t_E= 2. C1C1 TTD`'G= ` 1407. 1 _T= =21)r:, i .F;= IA.6; I= TtFLB= • Of; TFL B= 24. ftll P-5,HR= 11. Cm BELT= 9r., fJn TFLT= 2. CIO HIV- = '4, 00 / Hi_= 24. 00 6A. / EM,=-TONE / TPG.=NFY4; STONE 1d7=150. LTWT WT=11`. MTN.>='CI= r PM. F'C= 5. (1 TPG.F'C= ED-H= A. E E:HI I= TF'.LEV. 5 EFi .PUi_L=0.7Cl r43 10. fill HIP:=1.5:=;1t1 - :TPFlNYi I_OC . DF. 'Cr'IPTION H 3 T R E±_C. FT) f:INa cIN) 1 END OF BEPM---;� —------------------------ U. nit HO!..UDh{= 4. 35 TO TOP?F TOP `;TQP P------ _' . Si. END OF BEF+rl----------------------------- 61•fnl :TRNt1i L E'.'. EL I � / -t � 4/ s i LEFT FHD EL F1 fl 4, O±i ;r0 4, fm 4, iiC ISHT END FHTT. -, CIA 4. ±?ii 00 4, i±ft 4. Cu, 1;2 IPi,i=:TR. ilfl =.pn c.1(I- c.Op I'±n CIA D- . 45'r' �fc% I1�_1= f,±, it=i± / Ii(_ = il. iifu:+ Dt-- 0. IlnO DL#= Cl. nfji? t CiL.fl. Cl fir, D= .= 0, iif it III il. i itfj LL1= 0.;24+f LL '= G. 00 !Stanley Structures A S­­.ry of Tne Stanley _e \� m ��j e w4&z : ,K p Ec9 D o rm w_7f6t�__ Sub e «zz2 R�r ; _ e � _�� ,7 mw;« c ... .. .... : . .. .. ... .. zaAND EgE : ! 2 w: «Tmaealgm a o'« o :/m -,.(I Amer m! PATT.: ?. 9 t o a A « y w m »II±gR: a# aR a,nao ao 2 L 11= c qe y,= % mm� I % on. ^ g = K Rn r 5= « G% m e: G om d. K wn LLI= ft. G& ' SlYS.T. eR # mGlwgaAgqmq q: em ,cmz I >eex S c, u, EI e! q . & y ? rT . : a28 9.sn� :K :: � . ft _: a \ � !m TIaL `TS, ; --------- «\ IP qe DI G ,74 -a AC, . . Emw zeE� Es . --------- r® + m x In qI .mn 4 q a ULImREMpO.ma3m ------------- Rq 9 x Mu R.sn s R .s, s y« REm Am mo.PS FP + ALL DL qe £:z GR ge J m + £m Ip mT. « !ma :G= G on L = G #m mG RE +s+gm2m A2 a.tly oL U. \o \ � re+ni R#c qe q! qml, m y c EEr a . IF OVER- T R6n- S mI« REINFORCED me- , ac! !w I , ecI I"S, I sGa oK- Zo & e&« 5+: ++m=mns l �z cons It i ng a n g i nee rs LAKESIDE NATIONAL BANK BLDG. C E Interstate 70 at Harlan Street exit Suite 355 455.1133 Denver. Colorado 80212 JANUARY 21, 1977 MR. DOUGLAS C. MILLER D.C. MILLER & ASSOCIATES P.O. BOX 2180 LITTLETON, COLORADO 80122 RE: EVERGREEN PARK WAREHOUSE SPREAD FOOTINGS DEAR MR. MILLER, CONSTRUCTION OF THE SPREAD FOOTINGS WILL BE IN ACCORDANCE WITH THE APPROVED PLANS. AS INDICATED ON THE PLANS, THE SPREAD FOOTINGS ARE PLACED ON COMPACTED FILL, CONSTRUCTED TO SUPPORT STRUCTURAL LOADS AT LEAST EQUAL TO THE VALUE SHOWN IN THE SOIL REPORT (3,000 POUNDS PER SQUARE FOOT), WHICH THE FOUNDATION WAS DESIGN FOR. IF YOU SHOULD HAVE ANY QUESTIONS, PLEASE DO NOT HESITATE TO CONTACT THIS FIRM. SINCERELY, E.H. TIPPETS COMPANY ELVIS H. TIPPETS, PHD, P.E. f CC: PHIL NOLEN— NOLEN CONSTRUCTION CO. BILL WALDO FORT COLLINS BUILDING DEPT. r -��=-•:� r�� , � RECEIVED 8V Q40.41lIfl lI1SPECT101� A Sib>idiarl of The Stenky WOWS StructurNs py Job no RyFlZ<, �,e`siy\�l E"t"3JSE By �T-,r���-V Date-}'7'13--77 Job No. 17'�J r!"� Subject 7 Z T Z �,cnF TT- _Checked Sy X Date I b U� Sheet l of PARTIALLY DISTRIBUTED LORDS CONCENTRATED LORM r JPiI, ';:1 01) X2G P(1) ZQ S'/FT FT FT KIPS FT 0.28 17,50 22.50 A. 00 K Oct STRAND STRISSES -------------"TEN`10NIk"S RELEASE FINAL (FT) }::::SI KSI KSI _. m.=: 189. 172. 142. 29.50 189. 17-2. Or- 149. 5Q. 9:R 189. 171. 140. INITIAL_ STRESSES -------------- 1P FT. TOP BOT. A:' G _ r 4. 215 s. 29.50 -515. 315=. -14:: PINRL STRESSES -------------- FP + BM Pp + ALL DL TOP BDT TOP BOT 5.90 151. 1324. 198. 1217. 11.90 170. 1 i-1,-' fl . 356. 801. 17.70 134. 965. 442. 716. 35,40 333, 971, 452. 687. 41.30 323. 983. 4=2. 735. 47. .n _,ram,. 1111. 339. 923. 53.10 129. 1366. 175. 1261. M9,00 -59. 16'a_. -59. 1697. IP + Br-1 AUB- . STEEL TOP PDT. AREA 'LOCAT ION (A_I 1 4.1B) 211+. 1404. 00 0. 00 --- -71. 2142. 0.00 --- FP + ALL DL+LL TOR BST 59. _50, 647. 228. 833. -170. 900. -317. / 860. -241. ��- 74. -261 . 791. -c. 6 09 . :ill'_; . -61. _3. 1701. MO. . Stae Structures A SubsidPary d The Senley Wals Job We-TvHOW Y&O _By i"k-j Date_1n-'f3 ny? Job No. Su bject Zt 2 {iOrar �r' - Checked By Date Sheet _�_,_e�� Of _vTTMOTE k'IUMEN.}-i}'_I4:1 -------------------- REr.. D 1 . 2+P CR. P R. OV I D E D MH --------------------- DEV. LENGTH. STRAW LIMITS COMPHT, CHIT 12.11) 0. 00 0. 5467. 5.96 - 2276. _d-:'- H . 11.90 -4070• - - _ 33R. 23.60 5111. 719:. 29.50 6292. 5517. 7625. 35.40 5991. 41.30 5209. 6816. 4? .2n 945. 6412. 5=:.10 2199. mill=_. 59.00 -2 . -1 _:18 . -1444. 611, IIII -, . -1502. 61. 011 0. 5467. 0. -_:=0. -990 _5 5 0 . 0. ------------ IF OVER - REINFORCED (HCI 18.8.1) _97 -„ + -1026. + + NOTE: PROV.MU I 2+REWD MH, RQ 19.a REOUIPEvENT6 CAN BE IGNORED / TH-=HT' REIN OR INN ----7------------ tL7, D XHEHR ')H vQ 'vcw H',:C I H',:Cw AWN A. IN. FITS PSI P.-I PSI INWIFT INN/FT IN"2,FT 1. 00 19.20 24.99 192. 849. 236. 0. 000 0. 000 0, 071 2.95 19.20 32.14 179. 443. 41`�. 0. 000 0. 000 � 0.071 5.90 19.20 �i 28.74 1.'_•I1,_ _249. 417. A. 000 0. 000 0.071 c.: 5 19.20 25.34 141. 171. 419. A. 000 0.000 0.071 11.80 19.20 21.94 122. 135. 421. 0, 000 0.000 0. 071 14.75 19.20 12.54 Im. 120. 422. 0.000 0.000 0.071 17.70 19.20 15.04 _,, 120. 423. 0. 000 0. 000 0. I_I i'1 20.65 19,26 1 0, 24 57. 120. 424. 0. 000 I.I. 000 0.071 23.6A 19.84 5.96 32. 120. 423. 0. 000 0. 000 0. 070 26.55 20.42 2.56 Is. 120. 422. 0. 000 0. 000 0.069 29.50 21.00 -0.85 4. 120. 389. 0. 005 0. 000 0. If_E" 32.45 20.46 -4.25 22. 120. 421. 0. 000 0. 000 0. 0% 35,40 19,91 --, .65 41. 120. 4:22. 0. 000 A. 000 I_f, 070 3S. _.. 19.37 -11. 05 61. 120. 422. il, 000 A. 000 0. 071 41.20 19. PA -14.45 80. 120. 421. 0. 000 0. 000 0.071 44.25 19.20 -1 f . 5 99. 120. 42A. 0. 000 0. AAD 0. 071 47.20 19.20 -21.!25 118. 136. 419. 0. 000 0. 000 0.071 50.15 19.20 -24.65 1?7. 173. 417. 0.000 A. 000 0.071 93.10 19.20 -?8,05 15_. 145. 415. 0. 000 0. 000 0.071 56.05 19.20 -01.45 1F5. 460. 41_:. 0.000 0.000 1.071 55. UA 19.20 -_ -.. 70 188. 849. 412. 0. 000 0. 000 0.071 60.00 19.20 1.15 0. 849. 303. 0.000 0.006 0.071 St;nfl�y Structures A Subsidiary of The Stanley Works iLE, v> Job Title .-l`.o"EEt.t w}12 Efct��•E By_T'/�1`��_--Date Subject �_i Z ' WO }j Checked By �Y_..2&jkw Date 8heet-L-1 of DEFLECTIONS (INCHES) ------------------- r1ID__PRIN END PD31TIDN POSITION RELERM: F'3+Bht -0.85 0.14 EST. CREEP -0.4:3 0.09 ERECTION: P_=:M-1 -I.34 : PS+.DL -1.12 0.20 : PS+D!_+LL - 0. 0.13 EST. CREEP = 21 --..._ FICA!... . P_:+Dt. -I .: _ 0. E; : PS+Iu_ +LL -A. 59 0. 211 O INITIRL PRE:TRE:'_S=289. KIP-: FINRL PRESTRESS=228. F`IM RELEH E -TRENGTH=:= ;?n. PSI FINFIL ETRENGTH=5000 -I HT V= 29.50 FT. HOLDDlOWN F0RCE/LES= 4.6 KIPS F:T IM IS STONE C0P1C.y:'ETE C�(EC�. D� ST>✓t;.SS�S � '13c.oUc.�J?� �O'?- }-r�CHti/.IlC��. �4�tPM�r.1� DEe YGN DAIp , i LC= C1,06 _p= 59.00 Rt = E. An BN LENGTH= 01.00 BUT= 4.50 FTOP= 6.50 HLEG= -=.(ICI LEGS= E P!-i_N�{I].A.= 96, nA TFLANGE= 2.00 TTUPG=� A. lilt - A= 4 4, : - 1407_ _T= 3206. YE:= 16.68 I= 23460. BAW 9.II0 TFLB- 24.00 B HP= 11.0rt EFLT= 91.00 TFLT= 2.00 HNQ- P4.00 HQ= 24.00 FYV- rill, -E N.=TTr1NE TPh,=NUJ DfF MIN.F'CI= 3.5 BM F''C= S.D TPG.F'C= 3.0 ,_M. 35 E D _:H= RA-6 ESHf l= 650.E-6 _.-'.TR. W. = 5 EFF. PULWO H N 1 0. 00 STRAND : LO . DE`CRIPTION 1 END ❑F BERM -------------------------- H_ILDDN= 4.25 TO TOP OF TOP STUND------ END OE BERM ----------------------------- STONE AT= 50. LTWT WT=115. =10 H:_:TR flit_:, (FT) (IN) '.IM ?.50 3.00 13.6"? 61.00 StructurNs A Subsidiary of The Stanley Works .fob rue TTwe"QS AE ( By %e- Fq. A Dal to -r 3 -1 ! Job No. WYK soo n t 9 2COF t i Checked By ���_f Date Sheet I. 75 Of _:TRRNP LEVEL 1 - / 4 5 / LETT END PATTERN: 2.00"4.00 2.00 4.06 4.00 RIGHT END PHTT. : 2. 00 4.00 2. fill 4.00 0 4.00 7 1.:c 14 =:TR.: 2.00 2,00 2.00 T,0A =.00 DLB= 0.452 DL1= 0.080 / DL 2= 0.000 DL._- 0.000 DL5= 0.000 DL6= 0.000 DL7= 0.000 LLi= 0.240 SUST. LL=O. 00 PARTIHLLY DISTRIBUTED LORD:] I MPtI? X1.isI? . 21I:' . _ FT FT if.2_1 17.50 2i'.50 INITIAL _TRE`TE:=. ---------------- PT. 17. 50 22..._ 50 I TOP BUT. -325 -406 FINRL STRET&W -------------- FP + BM TOP BUT 17.50 332. q6Q. 22.50 342. 955. ULTIMATE MOMENT '{'-IP{y --------------------- 274S. 2923. CONCENTRPTED LOAD_ WE) _0" 1:IF':= FT FP + ALL LIL TOP DOT 442. 719. 465. _... R E 0 ' D 1.2+0CR. MCI c'RCI 18.8.=. G.. 2.50 6024. RELEASE STRENGTH=3500. PSI it. 00 0, p0 DL4= 0.000 L L2= 0. 000 I P + BPI != U . STFEL TOR BUT. RREN'LOCRTIOH 20. 1041, Q QM --- FP + HL_ DL +LL TOP DOT 820. 162. AL PROVIDED Mt t --------------------------------- DEV. LENGTH IF ❑%s ER- _:TRRIN- LIMITS REINFORCED COMPAT. (RCI 12.11) (AC'I 1 ._.1) -'47. O+T 71i3. pY FINRL STRENGTH=50AO. PSI Staii Structures A Subs!d!ary o: The Stanley Works 1 c 07. Job Tile _F�E ZC 2.E klA� F D t' F By Da!e (O 1 3 '' -]_Job No. Subject 2�i �' ��iF — Checked By DS'a` Date �(O Sheet L(..._. Of CHE°t 6F Sriz SaES W( A-L&)i orlF,C (I:CF/trfiCr' �G)ulpYtsi i- Qh` k�-WF i ki= 0.Z a k/ r i t'7o—P—S'7F—D, t. fi' r=3F L. L �Fr ------------ B ._ T= 4.50 j BTnF= HI-EG= 2 . (10 LE1.:" = rTTO"1,= HPi:= ;_d, pit 3F= 14l TFL B= '4. fin H; 24. Oi! i FY%-'= r.i!, / St4,=:S.TOHE TF'G. i4TC{, F'"[:I= :,5 FP!'1. F''1.:= 5,11 TF`h, F'I_= _,It E-- E: HI_l= 650. E T'.LE'•1.= 5 EF'=.PULL=1?. T i 9I! LDC. IIE'i_:RIPTIO"1 I = c 34 r. E:FLT= 95, tin TFLT= c. C!it PAP .TONE UT=15f!, LTMT IIT=115. 10 H`=TF' ECC`. �FT-- k IN) (IN., 1 END OF ------------------------ ft. f!i! HIOIDDH= 4.'?' i TO TOP OF TOP S:T';.Ff9D------ 29.5ff. kND OF PEP tQ----------------------------- ini T�'PrIT! LE.. Ell 1 I_' / ? . . 4 i 5 i L_I=T FND PATTERN: _'. li it 4. !111 ?. ni! 4. On 4. Li C. P1 HT Er. {II PMTT. c'. ft fl 4. f!fr Ai! 4. fill 4. Qi! 1:"c' IN,:':T.: _'. ii!'! -'. fin v. fui DLIP ii, 4S2 D_.1= 0. ). (! L!t_2= 0. 000 PL fu)n DL r = ff. I)OA I!I_ 7= C!. 1-1i!0 ILL1= f:_: T. LL=iJ, _.3i1 DL4= f!, 011 A LL2= k. Qi!p StanI4y Structures A Subsidiary of The Stanley Works Job Title FYFP UL FIJy\[r't� IIk:X)SE By Date 10-13-i2 Job No. 2J4(o Subject _��t Z 12,cx�F "CChecked 6y4 Date �% U�� - Sheet I-Zof PAPTIHLLY DIFZTPIBI_ITED I__OAD-: I_Ot'it=ENTF'FITEI1 LOAD'_: };::•FT FT FT ET 3, il, 2; 1. Si+ it, nl_I iJ, piJ --------------- TEra :IlIh +IP+I- R:ELEH'_E FINAL, 1i C. 0)t- 14':+. 9r' 1;4. 171. 140. IF' IF + F., H!f".STEEL FT, TOP POT. TOP FOT. HPEH'LMRTION 2. —i 4, 215 . 1 a_i N, II, III] FII 1'_!. 14d4. OIc. II, 1111 5,:.'74c' —7 _14, 14;'_. if, flit --- FINHL :=>TF'E8`:E -------------- FP + PrI - FP + HLL DL FP + R.LL DL+LL TOR ROT TOP DOT TOP POT ti, f_f ll 11, II II, il, I}. fl, 5. cell 151.. 1._24. 'zl .. IJ, 11. p � :. 1h1;41. :�Si=•. =^1. r.'.a7. _�_. 1 ,17 p _;4, ab5. 44_;. 71r,, 17 U. 41'c.il. —'41. Ok. #_—. i F,4 f70 —. 1r95. —59. 1 •' 7. —61. 17i11. _.II, __5. c.1 St�pl-py Structures A Subsidiary of The Stanley Works ayv o. Date Ib -13-�� Job Ni �4G .�w. Subject t 2 R'22F Checked 8y Data Sheet 1. 3 Of i kTTMPTE MOMENTr:1'-IN) --------------------- REW D 1.2+MCR MU r:.r`iL:I 18. _..3) 0. 00 0. 11. S11 46714-. 17.70 5392. _.60 6111. 20.50 6292. 47.2II =945. .I10 2199. n, nn - _ 61.00 . 0. PROVIDED M! i -------------------- ------------- DEU. LENGTH IF OVER- =:TRAIN.- LIMIT-' REINFORCEII , OMF'AT. (Rol 12.11) (RCI 18.3.1) 5467 noW. WNW 5517 7625. 7220. 16. 6412. AAA__. -1818. -1444. 990. -150 . -550. 5467. 0. -97 _. -1 0_ . a e O_ ♦ NgTE: PROV,NU j E+REP"D MU, ACI 15.8 REOUIREMENT3 CAN RE IGNORED / S:ww REINFORCI ----------------- i_T, D 5-HE P. V Ii ;+CI r.,!,_I,I RVCI AVCW A;r'N FT. IN. KIPS PSI P_I PSI IN"2/FT IH"2'FT IM'`2. RT 1. 0A 19.20 ?4. _9 192. 84.9. -?A. 0.000 0.000 0.071 2.95 19.20 32.14 179. 443. 415. 0.000 0.000 0.071 S.90 19 20 28.74 160. 240. 417. II. 000 0.000 - - 0. 071 _.; 5 19.20 25.34 i41. 171. 419. 0.000 1.000 0.071 11.80 19.20 21.94 122. 105. 421. 0.000 0.000 0. 071 14.75 1 a.2A 1.:3.54 103. 120. APR. 0. 000 0. 000 0.071 17.70 19.20 15.04 84. 120. 423. 0.000 0.000 0. 07 1 20.65 19.26 10.24 57. 120. 424. 0.000 0.000 0.071 23.60 19.84 5.96 32. 120. 423. 0.000 0.000 0.070 26.5 _ ill, C 4 __ _�. -.5 1:. is -0. � ' ' Y��. 0.000 0.000 0.069 29.50 21.00 -0.85 4. 120. 30% 0.000 0.000 0. 00,_1 02.45 20.46 -4.25 C.C. 120. 421. If, OOA ill 000 0.009 35,40 19.91 --r .65 41. 1:20. 422. 0.000 0.000 +, i+;'i+ 39.35 19.37 -11.05 61. 120. 422. 0.000 tit. 000 0.071 41,30 19,20 -14.45 :30. 120. 421. 0.000 0.000 0.071 44.25 19.20 -17. 85 99. 120, 420. 0.000 0.000 0.071 47.20 19.20 21.25 118. .1.26. 419. 0.000 0.000 0.071 Sf1, 15 19.20 -24.65 137. 173. 417. 0.000 0.000 0. 07 1 -2.10 19.2A -F .05 156. 245. 415. 0.000 0.000 0.071 56.05 19. _ U -A , 46 175. 460. 413. 0.000 0. inl0 0.071 _ =:. On 19.26 -- -.?0 188. 849. 412. fir, 000 0.000 01 071 Stanley Structures A Scbsdiary of The Stanley Works Job TUe 1Z4f E�,Fppt...f WrI�LI-V}��.E By l� Date In-1�>-•�f77 Job No. ).:4 �a Checked By Q�2[.�� Date �. �_ �t } .,_Sheet of D�FL ri_:Tltlf'a:> ;Ir{":r:F=:i t•1Iii'=pHPa c1'ait P'O..ITIO''i F'O'=:ITI IN ELEH::E: F'.':+I?hi A. 14 E:_T, CREEP —D.4:-; i, frj ERFcTION. PS+F:r.1 —1._:t 0,_3 12 E._-T. [:REEF,- -- —�1. :.I vF. p:=;.- — s IP_ FIP1:+i_ RELEH..E 'TF'Erii T =:= 0, F':?I FIHAL TREK+ =Q 1-1 FT. l 1 O10t.1 F c'i_F.. Ei:= ;'. r. VI FA _ �c—I:;: :":TOP+._' �::Oi'a =:wFTE ----------- LC= it. OD : — p= 5' . qn } := c. Am F:M.LCMt:TH= 1, 00 _ f:BOT= 4.'30 RTOF`= 6.51- HLEG= cc. A LE`=='_ _ FFt-HrAf?-F= ` 6. A0 TFLHMGF.= P. 00 TTOPC= A. lift H__ 4'4, :F:= 141."ii, '-:T= `i'F:= 1r„_ j= �':=:+=rr•_=, EF1-F:= 9. Ct0 TFLR= 24. im PSHR= 11. 011 FF1_T= 9S 00 TFLT= HNi— 24. 00 H!.:= c'4. pli EM.=.?TIME TPC.=Npr{1: S:TON= WT=1=,0. LTIJT htI=11�. MIN.F`CI= 3.5 EM.F'C= 5. ft TF'G,F'C= =.±i Ejl- fl.E—r• Tr.LE'•,.= 5 FFF.PIILL=0.70 ri_= 1ft. 0-1 Hp_=1 '1lt :TRF4-ft H_:T =I C. DE;CRIPTIUN +:FT• !:IM.. IrO i END OF BERM----------------------------- Q, p;i ;=:. -;il - ._.1 HOLDDta= 4. 25 TO TOP OF TGIF' "TF' +I:ri------ _9. 50 _ . pft 1 =, r•' -' EfiD OF BERM----------------------------- 61. pit7,_:.