Loading...
HomeMy WebLinkAboutPlansT4S, {T5S] EXISTING LOCATION SERVICING OTHER WELLS PROPOSED LOCATION: DELIVERY STATION RADIO SITE DETAIL "A" R 97 W NOTE: PARCEL DATA SHOWN HAS BEEN OBTAINED FROM VARIOUS SOURCES AND SHOULD BE USED FOR MAPPING, GRAPHIC AND PLANNING PURPOSES ONLY. NO WARRANTY IS MADE BY UINTAH ENGINEERING AND LAND SURVEYING (UELS) FOR ACCURACY OF THE PARCEL DATA. LEGEND: EXISTING ROAD u� N UINT 14f4GINEERING & LAND SURVEYING UELS, LLC Corporate Office * 85 South 200 East Vernal, UT 84078 * (435) 789-1017 CHEVRON GLOBAL UPSTREAM DELIVERY STATION RADIO SITE LOT 8, SECTION 3, T5S, R97W, 6th P.M. GARFIELD COUNTY, COLORADO DRAWN BY: B.R. SCALE: 1" = 2000' DATE DRAWN: 03-24-15 REVISED: 05-15-15 C.M.F. ACCESS ROAD MAP TOPO B PROPOSED LOCATION: DELIVERY STATION RADIO SITE DELIVERY STATION RADIO SITE LOT 8, SECTION 3, T5S, R97W, 6th P.M. GARFIELD COUNTY, COLORADO UELS, LLC Corporate Office * 85 South 200 East Vernal, UT 84078 * (435) 789-1017 11co 3.31ii62 cc �i U U ¢ OU N z a¢ "' m Z Z= z z Lai 0 z a w• o 0 vi -I. 0 `n p o N cc v w 00 U-ZaZcc z�zz0 O i OOuJ F-- u<o��NLNZ o�2 GF— w��owzm�o w�oww LL mU Lu O CU7 z_-) �w o o a o a s CC cG w N N- o U z o O O m C7 +-+ +�, U v) ci --i- D m Z U ac v) w W C_ a w w¢ CC w Z p J p_ w CL N' U O U L °c w Lu N F- Ni ¢ w U O 00 E cB _ Z O w¢ w cc z LU w Z �-cn •_0- LL' u Q a> O m z vi w _a a N O 0 M cLo �-I W> U O Z w Q 2¢¢ V) Orn = 0Li- 0 o m vii I� QJ N¢> w U w¢ Q p U p z z o a O w 0 u} o p m- z m 2 Q OU CU = Z¢ a N n Q��� wU O� N Z _ J v p m =¢ z¢ m 0 0: v, D U z w CO N y- vi O I- w 2= w C' 0 N vi w O F- ca z 15- G.) . a¢ O w¢ p 0 cc¢ w a.° N 0 m U Lu Q p w O w 0 1- a 0 Z_, 0 U wcC vi _ Z ¢ ¢ > >- OU Q U J F- vi i_ Z 5 F_ J N P ¢ F_ F_ U = a Z Z 2 O wU Z O w w Z z w - v) ''' , w F=- ¢ cc O w 2>u-000 U Ua CC U O w o w¢ O a Z U 9 9 N w O V) 2 ac 2 ¢ w w �_ Q Q: - 2= O w Y I- F- I t w> O c cc _1 w ¢¢I-QOaOmaOJc7C7 a r -i N CO Cr lD W Ol -O • anbaDap 'ML6 I 'S501 'EDoaS Jamul uaiWa!unwwo J 1J1 vsn 'uo m o SfiL£-SI-LD-0318 Lti CO 0 LLI 0 F i� r1) 17 U U 1:- E" _j c\ t? �, e� (nom L.Dit w CJ 1 SITE EXHIBIT Section Line RADIO SITE) z W 0 r 1- 0 -J u/7 uo/,w s .00£ .OSI X00£ Z W C7 W J A = SECTION CORNERS LOCATED. 1/16 Section Line N 1- 0 J aul7 uo/boas 91/1 LONGITUDE (NAD 83) 10816'20.26" (108.272294) 10816'19.79" (108.272164) 10816'20.01" (108.272225) 10816'20.47" (108.272353) LATITUDE (NAD 83) 39'38'46.59" (39.646275) 39'38'46.25" (39.646181) 39'38'46.07" (39.646131) 39'38'46.41" (39.646225) LJ w z 0 0 N .4- c t O m .0,4 ✓ O • (,) GUI -7 UOljUas' 1/4 Section Line i Q DATE: 03-18-15 Ca Q (0.0 0I soapy) ,Lg£fr9Z - M„8£;tS.00N • T# �2I119I3 1,11oAvi M0I.L3n2IZSN0D St -SO -90 :ClgSIAMI SI -OZ -£o :NMF Q LLVQ oz = ..I :FINDS 'GAIN :AEI NIMd2IQ LIOI-68L (S£b) * 8LOt 8 .Lfl `IuuJaA Inca OOZ llinoS S8 ¥ a333o aleaod.ioo DTI `S'ITn ONIAAHflS ONV1 B ONI2i33NION3 resin 1401 OUV I0rIOD `AIN903 QThIJIIVO 'IAF'd 939 `ML62I `SSL `£ MOI.L3AS '8 .LO'I a.LIS OIQVII NOI.LVIS A2I1AI'I�Q IAIV H,LSdn 'IVaO'IO MO2IA1HD •uollon.usuoo prow ssaoov ui pasn aq of I-epamua ssaovl •slunaalu! ,Z uMOLIs s.moluop :SALON (papaaN sV 9720007-9,y) a0ua3 6ui/s/x3 6 f/7 •/3 00 +0 'v15 1+0 V715 a3u93 /10,7su/ 9+0 •415 ',f 'SP /3 , ,5' 1-0 \„, r/, a ui/a did asiadaa,72 u3 6ui72 six3 NOl1 b'1S AJ3A/7J0 adolS II!H 40301 •xoaddy T 1 ‘8'£17S8 = NOI.I.VATH IQVNID QEHSINI3 oz ow x O x N. W m co a a ui7 uoi72 /SUDJJ //.13/ n3 /05 311S oiav21 -x- - -x- - -x- 1 -x- - f !PP 73 50—� 1 -x- x x x x x 6/7/7 /3 -a/id/1o72S /iosdo1 • ' > adoIS lno 4o dol •xoaddy N/, 91.-90-90 •0'7272 • ' Nos \ \\ N,, \ N 7/ aui/add sWO.////M 6ui2six3 ,6Z a ui/a did swD/////4 6 ui.72 S./X3 /'DH AID/9 d u!.72 six3 11 aui/add ” 1 sworn/44 1 6ui/ six3 c„, I �,Nc'q - pool ssaoo y Z# 3W19I1 SNOII)3S SSOH3 .LIlOAV"I NOI13IIH.LSNO) S1 -SO -90 :COSIA82I Si -OZ -E0 8ivu NIMOHS SV : 1v3S 'Q'd'IN :A8 NMd2IQ LI01-68L (S£b) * 8L0178 .Lf1 `IenaaA lsed Hz 'mos S8 * aa!I30 a;e.iodaoj xri `s'Idn O1,1IAANf1S ONV1 '8 `J NI1:43NI.DN3 O41V2IO1OD `AIM9OD Q'IALIIIVD 'Iiia 109 `Ac1L62I `SSI `£ NOLLIXS `810'1 d.LIS OIGV2I NOIIVIS 1i2IdAPIda 1A1ValLLSda 'IV'SO'IO NOIA3HD •i o.ie aimon.usgns uo apel2 pa is!u J Mojaq paddt.ius aq lou pjnogs posdo j • •2uiddI.ns Irosdoulo „9 uo paseq suoguinoreD • •uopuchuoo ioj voc sapnjout kiluenb Illd • �Sd.LOI�I Sb0'OR VDZIV asn 1DVJHf1S IVIOI S170'0F dN IDNd82IfI.LSIQ B.LIS NOI.LDf12I.LSNOJ Sd2IDV aDNV.LSIQ TIM SV 1 IV 1DMV flIn.LSIU TDVdD1f1S d.LVIWIIXOxddV (•d�f1J l VI l = a do IS ,7 � poa9 uoionasSlu.bNpa/Sd\ `1j\0�,..., SS lilt / ,.• s1-90-90 . J/0/fa iv" _10 \\\\\\.„:„. �\ 00+0 'VI S In 1111_, SPA 'n3 0 (uogelgigeqoJ mualulIakiv) dYN 1VtINil1 SSIDXd sp,t •nD OE 'IIOSdO.L -SPA 'nJ 0E 'IvRiiiVIN SS3DX3 'SPA 'n3 OI TIM 'SPA •n3 Ob ,LAD IVIOI 'spA 'nO 01 NOLINDO1 JNINIVIAJ I •sp,L •n0 0E JNIddRI.LS 'IIOSdO.L (.9) SaI1I.LNVna ?RIOMH.LIIVd d.LYIAIIXOHddV 77 no apoao pa ys wry n,9 ,OS 9I I1I 'b'1S i iii—_ �� III-IIIIII-111-III-III III IIID_ ,OS 94-0 ' b'1 S IIli II inj i ,OS ,OZ = « L GID3S UO! 3GS—X 0 • £# 1W1911 L1iV2I��IQ 31IS SI-SO-9O:QgSIA f { I -ZO-170 :NMd2IQ g,LVQ oz = „I :TIVDS 'D'W'f :AS NA1y2IQ LIOI-68L (S£17) * 8LOb8 .LCI `IluuaA Isla 00Z 43noS S8 * aa!I.IO a;eaodioD DTI `SrMA ONIA7A271f1S ONV1 ' DNII-13RNION_R in N.40 O(1V IO1OD `AIMIIOD Q'IHH iVO 'LAi'd 439 `ML62I `SS.L `£ MOIID3S `8 1O'I 1IIS OIQV2I MOI.LVIS AMIIAI'I1Q IiiVRRI.LSd9l 1VfO'IO NOIA1H3 •uogoruisuoa pEo.1 ssaaoU ui posn oq oI lelaalm ssaaxg • -spu:alu! ,Z uMogs sanoluoJ • :saloN (papaaN sy a JDDo7—a8) 9OuaJ 6u1]s1x3 NOl1VIS.013111730 J9,Day ,Iaila8 6ui,2 Six3 adoiS II!H 40 aol xoaddy Z O _IN. A m o -4 V uc m / coilc U / V � N �05 aui7 uo1]1SUD_l1 //./JAnO Pus oiclq ND — —x— — —x— — —x— — ul x a/id›/DoS liosdo1 • adolS no 4o dol •xoaddy NN\\\\\\\ .\ 9 L-90-90 \ NO S 61 \\\\\\ 971,00 9,1D9 6ui771 six3 5u.172s2(3 x— —x— 00 CO -x i poo& SSaODb' DUPONT BUILDING, INC. SUBJECT: STEEL FLOOR JOIST C -CHANNEL CALCS Date: 7/8/2015 ENGR: KEVIN M. FINN, P.E., INC. 1716 ELKHART RD., STE. 1 GOSHEN, IN 46526 THIS CALCULATION IS AN ANALYSIS/DESIGN OF A FOOR JOIST. ALL PARAMETERS OF THE DESIGN ARE INDICATED AS SUCH. PROGRAM DETERMINES THE MAXIMUM CLEAR SPAN (L). 2012 IBC JOB NO. 15092 SITE CONDITIONS - JOIST SPACING = 16 IN O.C. FLOOR LIVE LOAD = FLR DEAD LOAD= 125 PSF 10 PSF UNIFORM LOAD = (LIVE + DEAD) x JOIST SPACING = W = 180.0 plf 15.00 plf LL ONLY W' = = 13.9 pli MATERIAL & PHYSICAL PROPERTIES - 16" O.C. MAXIMUM FASTENING C3 X 4.1 C -CHANNEL ALLOWABLE SPAN BASED ON BENDING ON EDGE Fb' = Fb x CD x Cr x CF d (in) = 3.000 fb = WL^2/(8 x (Sx)) to (in^4) = 1.660 L = [8 x (Sx) x Fb1W]^0.5 Sx (in^3) = 1.100 b (in) = 1.410 A (inA2) = 1.210 ALLOWABLE SPAN BASED ON SHEAR t (in) = 0.2730 Fv' = Fv Ac (inA2) = 0.5 fv = WU(2 x A) E (psi) = 29.5E+6 L = Fv' x (2 x A)/W Fb (psi) = 21600 Fv (psi) = 14400 Fcper(psi)= 10000 ALLOWABLE SPAN BASED ON DEFLECTION CD(roof) = 1 LL deflection = 5W'L^4/384EI L / 360 CD(wind)= 1.33 L = [384EI/1800W1^0.333 CF = 1 Cr = 1 DL & LL deflect. = 5WL^4/384EI L / 240 L = [384E111200W]^0.333 ALLOWABLE SPAN BASED ON COMPRESSION Cb = 1.000 fcper = WU(2 x Ac) L = FcxAcx2/W MAXIMUM SPANS BASED ON ABOVE CONDITIONS - BENDING SHEAR DEFLECTION (in.) COMPRESSION LEAST L (in.) L (in.) LL ONLY DL (in) CONTROL C3 X 4.1 112.6 v 2323.200 90.90 111.63 666.6667 90.9 IN - OK Dupont Building, Inc. P. O. Box 1400 141 Vejay Street Cameron. IA 70631 SUBJECT: RAFTER CALCS Date: 7/8/2015 2012 NDS THIS CALCULATION IS AN ANALYSIS/DESIGN OF A RAFTER. ALL PARAMETERS OF THE DESIGN ARE INDICATED AS SUCH PROGRAM DETERMINES THE MAXIMUM CLEAR SPAN (L) SITE CONDITIONS - ROOF LIVE LOAD = ROOF DEAD LOAD= 50 PSF 8 PSF Engineer. Kevin M. Finn, P.E., Mc. 1716 Elkhart Rd., Ste. 1 Goshen, IN 46526 BUILDING CODE REFERENCE: 2012 INTERNATIONAL BUILDING CODE PROJECT 10 X 16 X 9' JOB NO. 15092 RAFTER SPACING = 16 IN O.C. WIND UPLIFT OF 100 MPH, EXP. C - EXCEEDED BY GRAVITY LOAD COND UNIFORM LOAD = (LIVE + DEAD) x RAFTER SPACING = W = 77.3 pif = 6.4 pii LL ONLY W _ = 5 5 pli MATERIAL & PHYSICAL PROPERTIES - #2 GR. 2 x 8 SYP NOTE - CALCULATION IS BASED ON A SLOPED RAFTER FROM 2 X 8 DOWN ON EDGE to 2 x 6 TO 2 X 6 THE 2 X 8 (725" DEPTH ASSUMED IN CENTER, 2 X 6 AT EDGE AND AVE. 6 375" FOR t (M) = 1.5 In DEFLECTION) d (in) = 6.38 in (BASED ON AVERAGE DEPTH DUE TO SLOPE) to (in"4) = 55,06 Sx (iO3) = 17.27 b (in) = 1.5 3/4" APA RATED SHEATHING DECKING ON ROOF A (in"2) = 8.3 ( Ac(MA2)= 2.3 E (psi) = 1.6E+6 55% INCREASE IN MOMENT OF INERTIA DUE TO Fb (psi) = 1250 ROOF DECKING AND CEILING SHEATHING Fv(psi)= 175 Fcpe (psi)✓ 565 CD(roof) = 1 CH = 1 CF = 1 Cr = 1.15 ALLOWABLE SPAN BASED ON BENDING Fb'=FbxCDxCrxCF Ib = WL"2/(8 x (Sx)) L = [8 x (Sx) x Fb7W)"0.5 ALLOWABLE SPAN BASED ON DEFLECTION LL deflection = 5W'124/384E1 L / 180 L = [384El/900W1 0 333 1/2" APA RATED SHEATHING @ CEILING LEVEL ALLOWABLE SPAN BASED ON SHEAR Fv' = Fv x CD fv = 1.5W(Ls - 2dy(2 x A) USE CLEAR SPAN = 112 IN - FOR SHEAR ANALYSIS MAXIMUM SPANS BASED ON ABOVE CONDITIONS - BENDING DEFLECTION (in) LEAST L (in.) LL ONLY CONTROL a2 - 2 x 812 x 6 SYP 175.6 189.76 MODIFIED 2 X 8 SHEAR STRESS BASED ON BENDING (Ls) 175.6 IN - OK 59.172 PSI - OK 4 ACTUAL SPAN = 112 IN Fv' = 201 25 psi •• • • DUPONT BUILDINGS SUBJECT: WIND - LATERAL RESISTANCE ANALYSIS ENGR: KEVIN M. FINN, P.E., INC. 1716 ELKHART RD., STE. 1 GOSHEN, IN 46526 THIS CALCULATION CONSIDERS THE LATERAL ANALYSIS ON THE HORIZONTAL DIAPHRAGM OF WIND AND ANALYZES THE DESIGN SUPPORTING THIS CONSIDERATION - SIDEWALLS USED AS SHEARWALLS. WIND SPEED - 115 MPH exp. C -3 SECT IMPORTANCE FACTOR - 1 qs = 11.26 PSF DWG. NO. 15092 Total Factors Ce = 1.21 2012 INTERNATIONAL BUILDING CODE TOTAL WIND LOAD = qs x Ce x = 13.62 PSF TOTAL HORIZONTAL FORCE APPLIED AT TOP OF ROOF TO TOP PLATE CONNECTIION - ROOF PROJECTION = 0.75 FT - EFFECTIVE ROOF PROJECTION WALL PROJECTION = 9 FT FORCE (PLF) AT TOP OF WALL = 71.52 PLF APPLIED FORCE AT EACH ENDWALL (16' SECTION) = 572.18 LBS RESULTANT APPLIED MAXIMUM DIAPHRAGM SHEAR LOAD= 57.22 pH - - 10' Diaphragm Depth 1/2' APA RATED SHEATHING - BOTTOM & 3/4' SHEATHING - ROOF DECKING EFFECTIVE SHEARWALL LENGTH EACH ENDWALL (WORST CASE) OF UNIT LENGTH = 2.5 FT - SHEARWALL RESULTANT SHEARWALL LOAD = 10 ft • 228.87 PLF - OKAY FOR 318" APA RATED SHEATHING EACH SIDE 4 16 FT SHEARWALL TOTAL (ft) = BOTH ENDWALLS ARE SHEARWALLS UPLIFT REACTION = 572.18 LBS 2.5 - SHORTEST SECTION OF SHEARWALL Dupont Building, Inc. P.O. Box 1400 141 Vejay Street Cameron, LA 70631 SUBJECT: WALL STUD CALCULATION 7/8/2015 Engr: Kevin M. Finn, P.E., Inc. 1716 Elkhart Rd., Ste. 1 Goshen, IN 46526 STANDARD STUD CALCULATION OF LMBR BASED ON 2012 INT BC ROOF LOAD = 50 PSF ROOF TRIB WIDTH = 5.0 FT DEAD LOAD = 10 PSF CALC IS AN ANALYSIS OF LUMBER IN AN AS USED CONDITION - STD WALL STUD JOB NO. 15092 ROOF TRIB LENGTH = 1 FT CONC. LOAD (P) = 300.0 LBS STUD IS SHEATHED WITH 3/8" PLYWOOD ON OUTSIDE AND 3/8" PLYWOOD ON THE INSIDE LUMBER TYPE STUD GRADE SP 2 X 4 STUD HEIGHT = 108 IN to = 6.97 IN^4 MOE = 1.4E+6 PSI FclI = 975 PSI Sx = 3.98 IN^3 Fb = 850 PSI d = 3.5 IN A = 5.25 INA2 Fv = 175 PSI 30% COMPOSITE H/d = 30.857 BETWEEN STUD CD = 1.150 (snow) 1.6 (wind) AND INT / EXT. CF com = 1 CF bend = FcE/Fc* = 0.3934 LAYERS OF SHEATH c = 0.8 Cr = KcE = 0.3 (1 + FcE/Fc*)/2c = 0.8709 Fc* = Fcli x CD x CF = 1121.25 PSI FcE = KcE(E')/(H/d)^2 = 441.10 PSI Cp = (1 + FcE/Fc`)/2c - [(1+ FcE/Fc*/2c)^2 - FcE/Fc*/c]^0.5 = 0.3545 Fc' = Ecul x Cp x CF x CD = 397.5 PSI TOTAL CAPACITY PER 2 x 4 STUD (#3 SYP) COLUMN = Fc' x A = 2086.6 LBS BENDING WIND PRESSURE n_ 115 MPH = B TO C CONV = 1.21 TOTAL WIND LOAD = 21.42 PSF 17.70 psf TRIB = 16 IN 1 1 WIND LOAD = W = 2.38 PLI fb = WH^2/(8 x (Sx)) = 871.474 psi Fb' = Fb x Cr x CF x CD = 1360 INTERACTION EQUATION: fc=P/2A = 28.57143 PSI fc/Fc = 0.0719 (fc/Fc')^2 + fb/[Fb'(1 - fc/FcE) = 0.690338 OK SHEAR - Tv = 1.5V/2A = 34.34 PSI DEFLECTION = 5WLA4/384E1 = 0.4322 IN VS 11120 = OK • • DUPONT BUILDING SUBJECT: ENGR: KEVIN M. FINN, P.E., INC. TIEDOWN SYSTEM 1716 ELKHART RD., STE 1 GOSHEN, IN 46526 THIS CALCULATION IS FOR A TIEDOWN SYSTEM OF A COMMERCIAL MODULAR UNIT. 2012 INTERNATIONAL BUILDING CODE JOB NO. 15092 AVE. WALL HEIGHT PROJECTION = 9.75 FT WIND SPEED - 115 MPH NOMINAL WIND LOAD = qz = 16.09 PSF TOTAL DESIGN HORIZONTAL WIND LOAD = 16.09 PSF TOTAL UNIT DEAD LOAD - WIND UPLIFT = -0.52 PSF APPLIED HORIZONTAL FORCE - LOAD FROM WALL TO BOTTOM PLATE = TRIBUTARY WIDTH APPLIED TO ANCHOR = 7 FT - INTERIOR ZONE 15 PSF 156.91 PLF TOTAL HORIZONTAL LOAD = 1098 LBS - 7' O.C. - OK FOR 1/2" ANCHOR BOLT CENTER AND EACH ANCHOR EACH CORNER CHECK OVERTURNING TIEDOWN USING 1/8" STRAP OVERTURNING MOMENT = HOR. WIND LOAD x WALL HT.A2/2/OUTSIDE I -BEAM SPACING 611.94 LBS FORCE UPLIFT RESISTANCE REQUIRED x 1/2 UNIT LENGTH TENSION CAP. OF STRAP = 4301.55 LBS APPLIED TIEDOWN - 2" x 1/8" THICK STRAP - OK - 10 - 10d NAILS EACH END NOTE - WELD 1/8" FILLET WELD - 2" LONG - OK SEISMIC DESIGN CATEGORY A < THAN 90 MPH, EXP. C WIND CONDITIONS • ,. 9929.908 / LEE XVd 8 6s-sos / LEE 0E901 V1 'A11O 1138 3AlaO VLIa ool .0N1 `9NIa1U a modna INIOd AH A113a NOIAH3 1SI1 1VI2:131VW 31..u. 133.e .6 X.9I. X,OI 3216 S300) 3)9V)I-d0 034 O 910Z/LOILO 4 riaAiM 310 4 TS3000031w 10Z/r2.4.0 rn'13 a3$O1Sno aid DNIMVao 03l3601 SUMO I/90 Sdn 1iHdiY 831,101Sf13 aid OWIMV3O o3Lvodn 41OL01/90 N 4m NOIldI IDS9O 31,00 A3a 9N 0 2� W lc Lg> 11) C0 1) CO a 7 En LJJ 0 CONSTRUCTION < CO W 0 APPLICABLE PER SECTION C101.5.2 E CL• csi 6 W z O O 00 0 J> 0 a}w M H C r= -1 W 0Li O O0 0 y W W W _ w H 0 li. z o � NN1a•NM� O O j� N N N N w i > > a 2X 1 I 1' i 2 j to i m U x m 1 2Zw i O U MN J -J z 0 a_ J Q f— i_u 0 Z 0 U Z 0 U N m 0 N V) O O: Z I- Cr 0 Cr 12 U U = 003 ce O O 0 0 UJ w 6 zooz 2.0 •,;-)05-<c) ✓ Om co ie �k! t-: Ile O w M MATERIAL LIST ITEM QTY DBI# VENDOR # DESCRIPTION 1 2 6'95 D-J/D00014 AbUMINLM JOINER cDOOR 3X7.3HINGE LEFT `3))RiS.S. HINGES, LT ARROW CY INDER.H PbFORPADkOCKAND REINFORCED F RDOOR 1 CLOSER ALJMINLV DRIP CAP ANO CARPET THRESHOLD ANO ALARM BRACK . 2 7582 CUSTOMUMINUM DOOR STRIP SHIELD 1 5906 P3970 7"X6"X03SSNAME AND DATA PLATE FOR DOORS 2 1 - -48 VOC GENERATOR- (CUSTOMER PROVIDED. DUPONT INSTALLED) 3 1 - SOIARCRAFT SOIARCRAR ENCLOSURE -(CUSTOMER PROVIDED. DUPONT INSTALLED) 4 2 - WA IOW PASS & SEYMOUR WA1001 PiR OCCUPANCY SENSOR-24VDC 5 3 - SY920 SIMKAR SY920 LOW PROFILE WRAP AROUND T8 FIXTURE WIRED FOR 24VDC LED TUBES 6 - T8 LED T6, 4FT, 24V, PW, 18W LED TUBES 6 2 8769,.SPM 7050-8 JSPM 7050-8 SELF ILLUM EXT SIGN W/MOUNTING BRACKET 7 2 3754 GN -9081201 GENTEx PE FORM A&C LATCHING 24V MODEL 8240 8 1 - HYO DET 'GENERAL MONLTORS HYDROGEN DETECTOR 9 1 - iTS4000H GENERAL MONITORS tOxIC GAS DETECTOR 10 ' 1 ' 7691 TS400QN-2-1-20-12-1 GENERAL MONITORS 02 DEFICIENCY SENSOR 11 2 - 248HANANOXA ROSEMOUNT 248 AMBIENT TEMP. TRANSMITTER WITH Rig SENSOR - - D0068 -006602'N30N040E5XA ROSEMOUNT 0068 THIN FILM PLA-IVUM RTD SENSOR 6 IMMERSION LENGTH. SINGLE. 3 WIRE RTD ELEMENT. LOW TEMP RATING, 3/16 SS SHEATH, YOKOGAWA TEMPERATURE TRANSTAITER 4-20n'A W/HEAL 12 2 8002#2507 DOOR ALARM, HEAVY DUTY MAGNET,C DOOR SWITCH GE S£NTROL 13 1 - 80021#2507 1x8RFA24D DWAROS SIGNALING IED BEACON WITH HORN AMBER 24VDC 1/2" PLYWOOD w/WHITE FRP FINISH = 3/8" PLYWOOD w/WHITE ' FRP FINISH 3-1/2" R -MAX (R-23 3) /4"zT0" S.S. BOL HEAD SELF TAPING SCREW 0 16" O.0 1/8" INDUSTRIAL GRADE TILE 1 - 1/8" T&G PLYWOOD 4.5" R -MAX (R-30) (3) 2-3/4'x1-1 " JOISTS LAID FLAT ® 16" /2 0 C. 3/8 B.C. PLYWOOD rt/8" CHOPPED FIBERGLASS /� / 1/4x3 S.S. FLAT HEAD / // PHILLIPS 0 16" O.C. WWI -11 1 MN 48VDC FAN OD172SA8 TO BEFOR AIR SUPPLY )NTC ROOM) PLATE W�1ryITH 2 HOLES AND FLAPVSSE(FOR DC FANS) 16"X16"X16" ALUMMUM HOOD WITra FILTER AND SCREEN 1 7 En LJJ 0 CONSTRUCTION < CO W 0 APPLICABLE PER SECTION C101.5.2 E CL• csi 6 W z O O 00 0 J> 0 a}w M H C r= -1 W 0Li O O0 0 y W W W _ w H 0 li. z o � NN1a•NM� O O j� N N N N w i > > a 2X 1 I 1' i 2 j to i m U x m 1 2Zw i O U MN J -J z 0 a_ J Q f— i_u 0 Z 0 U Z 0 U N m 0 N V) O O: Z I- Cr 0 Cr 12 U U = 003 ce O O 0 0 UJ w 6 zooz 2.0 •,;-)05-<c) ✓ Om co ie �k! t-: Ile O w M MATERIAL LIST ITEM QTY DBI# VENDOR # DESCRIPTION 1 2 6'95 D-J/D00014 AbUMINLM JOINER cDOOR 3X7.3HINGE LEFT `3))RiS.S. HINGES, LT ARROW CY INDER.H PbFORPADkOCKAND REINFORCED F RDOOR 1 CLOSER ALJMINLV DRIP CAP ANO CARPET THRESHOLD ANO ALARM BRACK . 2 7582 CUSTOMUMINUM DOOR STRIP SHIELD 1 5906 P3970 7"X6"X03SSNAME AND DATA PLATE FOR DOORS 2 1 - -48 VOC GENERATOR- (CUSTOMER PROVIDED. DUPONT INSTALLED) 3 1 - SOIARCRAFT SOIARCRAR ENCLOSURE -(CUSTOMER PROVIDED. DUPONT INSTALLED) 4 2 - WA IOW PASS & SEYMOUR WA1001 PiR OCCUPANCY SENSOR-24VDC 5 3 - SY920 SIMKAR SY920 LOW PROFILE WRAP AROUND T8 FIXTURE WIRED FOR 24VDC LED TUBES 6 - T8 LED T6, 4FT, 24V, PW, 18W LED TUBES 6 2 8769,.SPM 7050-8 JSPM 7050-8 SELF ILLUM EXT SIGN W/MOUNTING BRACKET 7 2 3754 GN -9081201 GENTEx PE FORM A&C LATCHING 24V MODEL 8240 8 1 - HYO DET 'GENERAL MONLTORS HYDROGEN DETECTOR 9 1 - iTS4000H GENERAL MONITORS tOxIC GAS DETECTOR 10 ' 1 ' 7691 TS400QN-2-1-20-12-1 GENERAL MONITORS 02 DEFICIENCY SENSOR 11 2 - 248HANANOXA ROSEMOUNT 248 AMBIENT TEMP. TRANSMITTER WITH Rig SENSOR - - D0068 -006602'N30N040E5XA ROSEMOUNT 0068 THIN FILM PLA-IVUM RTD SENSOR 6 IMMERSION LENGTH. SINGLE. 3 WIRE RTD ELEMENT. LOW TEMP RATING, 3/16 SS SHEATH, YOKOGAWA TEMPERATURE TRANSTAITER 4-20n'A W/HEAL 12 2 8002#2507 DOOR ALARM, HEAVY DUTY MAGNET,C DOOR SWITCH GE S£NTROL 13 1 - 80021#2507 1x8RFA24D DWAROS SIGNALING IED BEACON WITH HORN AMBER 24VDC SHIP LOOSE 4TEE ENTRACE PLATE PAINTED 1/2" SPDT, OPEN ON RISSEE,LTAGE CONTROLL RANGE 30-110,VENTILATION, NA�� HGF E 48VDC FAN OD172SA8 TO BEFOR AIR SUPPLY )NTC ROOM) PLATE W�1ryITH 2 HOLES AND FLAPVSSE(FOR DC FANS) 16"X16"X16" ALUMMUM HOOD WITra FILTER AND SCREEN DC VAN SANS E0 9 2 2 9-1 2 PLATE WITH HOLE AND FLAP 17- FLEXIBLE 3" DUCT FOR BLOWER 10" 90 DEGREE HOOD WITH SCREEN CUSTOM TRANSITION FOR DC FAN TO HOOK VENT PIPE XHAUST SHUTTER, GRAVITY OPERATED, DBLE PANEL. FITS FAN 24"r 1 RAL_ SQ. 27". OPENING REQUIRED 244"x24", FRAME DEPTH 4", *PEN DEPTH 511- FLANGE Wt0P4 1,j FREE AREA 3.320 SO -FT MAX OC.TY 2500 T'PM VERTICAL MOONTING POSITION. BLADE MATERIAL ILt FINISH ALUM E.XTRJDED ALUM FRAME & 0-90 GALV TIE ROD, OR USE WITr' VE'RT'CA1 MOUNTED EXHAUST FANS GALV 90 DEGREE HOODS W/BLG SCREEN 34X34 MOTORIZED DAMPER. SINGLE PANEL, POWER OPEN, SPRING RETURN. VOLTAGE 120/240, 60 HZ, SINGLE PHASE. FOR FAN DIA 24", SO OPENING REQUIRED 25", FREE AREA 3.585 SQ -FT, MAX VELOCITY 3500 FPM. EXTRUDED ALUMINUM, FRAME THICKNESS IS 0.125". BLADETHICKNESS E180EEXHAUST APAIOSAL OR vERITCA, ..OWITNtAKOR PLICTN GALV 90 DEGREE HOODS WJBUG SCREEN 34X34 GENERATOR AIR INTAKE FILTER FRAMES WITH 4 -FILTERS (24"X24") GENERATOR AIR INTAKE FILTER MATERIAL CUT FOR 24" FILTER FRAM MUFFLER BRACKET -9" MUFFLER PLATE WITH 3" COLLAR COMPLETE HALO GROUND RING INSTALLED IN SHEL-TER PER R56 STANDARDS 1/4"X4"X20" TINNED COATED BUS BAR WITH ISOLATORS, BRACKETS. HARDWARE AND LAOS T-10 1-1/2- GROUNDING EMS AT 45 DEGREE THROUGH WALL CABLE ENTRY PORT (8-4" PORTS 2X1) CET3DL LNG HANGER BRACKETS WITHTWO GOLD 90 DEGREE JUNCTIO/N6�N WA LANGLE 31/54 SONG TO AT-ACH TRAY TO WALL 5/8 YELLOW ZINC HEX HEAD N T 5(8" ALL THREAD (GOLD PLATED), PER 12 FOOT JOINT ALUM 12X28 CEILING BRACKET TRAY TO TRAY GROUND STRAPS 9" X #2 WIRE 54 -X36 -X1/4" STEEL PLATE BATTERY- AVR95-19 DEKA UNIGY 11 (CUSTOMER PROVIDED. DUPONT INSTALLED) AVIAT RADIO RACK (CUSTOMER PROVIDED, DUPONT INSTALLED) HOFFMAN 304 SS NEMA 4X TERMINAL JUNCTION BOX ENCLOSURE LPG FUEL ENTRY PLATE LPG VALVE ASSEMBLY 1` WITH TORQUE HANDLE 314 x 18"L CUT OUT FOR EXT./'NT. WIREWAY 5X6x24" EXTERIOR WIREWAY NEMA 3R 5X6X24" NEMA 1 COMBO WIREWAY WO/KO 6X56 WIREWAY END CAP z a I. tiiN iz xLL W 2 `m� 00 r131 0 OD "_z 42 LD Z t N O j tN� CSS ...au* 10 0 Uter OZa^ UNIVERSAL GROUND BAR ASSEMBLY. THREE SIX -POSITION GROUND 1 BARS 1 N - en m at N r. OI 1 1531 D -P-1//8 9 3484 OD172SAP48HP 3534 3F332 1497 D- HOOD 15 - ICUSTOM 1 - 2FTW6 2198jHO0D 34X34 35041 30315 21981H00D 34X34 - CUSTOM - CUSTOM N U § 0I 6016' CUSTOM 1438 D8205T-KIT .USTOM ;X109-576/8576 . M-17-1211 DTII f CT -112 TH-601 SS -2215-8 :TH-6006 -2101-AJY21t 43162/99 -110-J/C81-€1360 1136414 N731312 D -BRACKET 20 - r CC W A__ . 1 1A2- 44H2408SSLP 22201-i 2221 CUSTOM 2726 UNT 6624GRT 2718 UNT 6624GNK 2723 UNT 66E 3484 IOD I 72SAP48HB 72701- 673410 -HOOD 58 Y.) I 0 01 tor. ~ S f0 tar, V. 1 00 NN NN CO_V) vu1NOO�aN1D p0tOf�000rVr4�NN {0 ;0.-.-._.. - aaaal()aaN1 1 .- .- N,...- .- .- �-•- 0 M •' 1,440.-0-11.1,11,440.-0-11.1,1/10.*.1,440.-0-11.1,1/10.* - .- .- .- .-� N N Na N.-.- .a- in 10 ^ O T O N N N N NNN NN CONN Ih in h M n 0< II II U 000 SEISMIC ZONE: 0 115 MPH - EXP. C 0 J MAXIMUM WINO NOT FOR HUMAN OCCUPANCY THIS 3UiLDING w Oa Z e M� mct • a ul ccw - (1) QZ LLJ Qom' m J 0 F- 0 L.) — J W 0 z N Z H Z O O Z 0 3 CO 0 0. 0 w Z 0 H 0 z 0 0 LX 0 W 0 cr (n - 7 • 1�. 990S•5061 LEE-XVd 9065.506 / LEE 0£90L 'VI A1101136 3A1210 V1121 001 .ors `9NIQ1If191N0dfla INIOd Ab3A 13a Noan3H0 NV1d 2:IOO1d 311AL 13314S ,6 X,91• X.OI- S3Xf1Mile/ 0ilWdP StOLLO1L0 "at 3tO1 MX MAW SLOT -2790 1M'13 aanclsl0 a3d %IMVaQ 031V0a1 tOL9tr90 0 sdn xaVn 23110.sn aid ouelvdo o3iVadn NOI1dId s3o 100,O1/9O 1 VO 'AU 6 10 ZE LJ 1IVM NOIL1aVd 0310 3atd aN l .a 1 ri — 0 T)VM NOW1aYd 0310 3ali aN t 0 < --fia 0 r n r 0a 'I 0 1r 41 !.1 ry H -I 11VM NOLLLLNVd 0310 3ald aH t \\l1\\�`�� air 1 8J�iy tr P !iV`X! p� II11r�v� 1. 0 r iL w 0 J 2 U LiU W Z O' W O Z 0 N U Q o Z O 5U • a z W O N m• .J 0 z► 07. 1 ri 0 T)VM NOW1aYd 0310 3ali aN t --fia 0 r n r 0a 'I / 0 41 !.1 H z► 07. 1 894G -S06 / LEE:XVY 8Z6S-S06 / LCE OCGOL Vl'A11 1138 3A1210 Vi la OOL '3M `JNIalIf181Nodna lNIOd Ql3A113a NOIAH3 SSINOLSn S1IV130 NOI1VONfl03'1 DIES 311,1133H) ,6 X ,9 I. X ,0 I. 3ZiS S3 33'AYdfaddtutu(' 91OZ/LO,LO v 001310Qfa 01115306003ri0J1 910Z/ZV90 Wig 11111011113 dad MMtroO 031VOdn S LOZ/9l/90 Sdn)*M N3WOISfY3led ONIMVtlO03140dn N011dIaOS30 S lOZ/0 U90 31V0IA3a Q(NI Sul 0 0 N (D • 9 0 XM W as o z 0 z z O (nom � O z J ZLLICr _ In J C H S6x12.5 BEAM z 1L C6x8.2 CHANNEL. 3x2x1/4 TUBING 11 1 rr- 11 Th_. _ ._1TT 9£ h£ 9£ L OZ 1 AD J—J— z a_ U) 0 X 0 n3I fc. ( 7I I I N (n > < J I 0 qJ W m , C7=I IO � r.' / % DOOR STOOP OS 07 DOOR STOOP Uv FOUNDATION SUGGESTED 10 O 0 Op JZ crcc zU 0 U £19Z5-506 /LEC: XVd 9Z6S-9O6 / LEE OEBOL Y1 A110 113B 3AIb0 V1121 001 '3N1 `DNK]11n81NOdna INIOd A JJAI130 NOIA2HO SNOIIVAJ13 31111133Ha 16X,91. X,01. 3ZIS S3OMPar 14dY031rCd" 9100[0/[0 ,10131t..031 3low 9 5: 0311 w' 510Z/ZZ/BO WHO bgmisno bast 9MM.VbQ 031vadn S cOZ/H u90 Sdn AbVH N3110iSn9 Had DNIMvbO031YOd'1 NO11dI60S30 5t O001/9C 31Y0 A3Li 9 6 CO 91 O 6S 0 4£ O 0 z z 1- z 0 z 0 • • fl9Z9•906 LEE:YVA 9Z69-906 / LEE 0£90L • Vi 'A.110 1139 Alb° %WM 00l 'OM twins INOdfia INIOd /Q1A1130 NalA31-10 11V1.3C1 ONIldll YULL 1.33MS X 3216 air -Amy -rem oirraf 0/IO/LO Nat *W. 11E69 S300J 031tte 9 t OZW./90 1f5b alioisno bad %vino olivacin 910219 tl90 z Si; YVAN 83tro1sna 83c1V4IMYha 031�d/ 1,101.14180S30 910Z/Ota) t 31110 iA36 .0010104elik‘‘ .111. i 'hin 411, AP arc) • ... .. . ,,....1...1.4% k .0.0. 0, .• ', ' ..,-/ AO 41;*. ''‘ • ,.9 I I" ek- • •:-z- s)c..•-.1illi ,.>"•,,---- _...1 .7-- • •"../ 4 fc.,:. • < r-- r, t•it 7 OA QyZ.... Fe C. --el.' .:7 '''''' \ • ‘-'), i r0. itP;";* •.<< Ag' .. • tR,..:',' Q.G. 7RONT WEN • • 89SS-S06 / LEE:XVd 9269-906 / LEE 0C90C Vl'ALIO 1138 3AI21a V118 Col 'DM `DN1O11f191NOdf10 INI0d A2f3A1130 NO1AHO a3riO1S10 S _!_. 4 N 311i11334B ,6 X.91. X.01. 3rB S LOUCG,CO r Nol( MMm WM tSit000a31Y W s(ozi igo e 14W.3 a3Y O1Sf 3 aid f)WMVaa Glow Sdn wlvw a3YlOLSm lad %ameba O31Wdn tOZNU80 z N0114IJZ530 sto iouso 31.Y0 in3a N 90 6 V I z O U_ 0 3- z co SEE FASTENING SCHEDULE W N Ny 4 MWC9 0 °C7312o< Z 2 O 0 T N O • 3 o N r<<�` JJx E '" O f o O W L!,‘„ < Y CU7 P3 `Wo . Y�YI- 1 W 10 1- N2 7Z W"goo OW< On N' Vi Q: 3 ^!,,?v,, Z S OZ ^ -y W 30 U1Z<,�1 J <,Z0, ,- aZL'238E 0C.m,z0 61�5�51] yym��`x W J z 4§ 3 Q U-' T H QW>S gF-, N .4H t n 1.; th W›ef, Ytt,,rdfO0aJ�2`iZ C0~,j n- .(N N 40 W -U,'y'�,rR_�Q.-4Wv,/02 VW1- }23, O3tQA4- -�„, 47 ,%,,i�g WT ,u 2�V4 <J ~OWKaty ?0 Q. NrNt,0Ou3 S�WW!!fr:s ?fi�6w is X 84`.WaAUZwWZZ 2iXCL,gUW aw1C? OyJl>mNaiVr2a N44�y mWOZo eiegt- U az S,4 oun7 25�IW `5u mn o"a"���C,�~ 6Sa� < 1L IJNSniga Sa9p,Zir 34-OW V1Utn� of ex a :v3°-.401 �]7WKw,/,j� aa_7iU ,!:1 �wam�W ,- X '!. _ ([s. 1., ' :J (� -''-'4-"'' W r1 N V ,' i O' z~ �:JO \�Q12p NQyf ` W go W maTT .NN f -Q4 pZop,E Ui;23 w `^�' oowut.+ fJO0 jV24 JO * , <<2 N I �Nt P FtnV Z a10 WOW 1--U.. a x m x g U w< .._ ex 2nx`0jd;N mo o w ar`z ��f.<- � wvrS'p'�o> �C�,�Ui��'o�m mg�`vi,.,��Q,2�$ � p+_nw`�'� (% t,z=1WQe$� �,- O aU 2 YJj`�(T(/I`�' `A ]x mmJ,” w<WQ 0 wO zw TVWO KA 4mZ 77 c 7f zo W u) d7m co` oyt.�^, t5o 00W O ZUr NWn,-U Q: J Hama U... a@y 4,.. 6,-2m 3 4,72 Y MQo 1- yJj� OW O r z J r0 w v. 3 . ., `f`• ��� yam. \ (C�� y W30 J n(W�( <f�a'fi m (co 1��-, p� <L.1 o `� Q�[ �T2j❑ !Y. ZW �C(L�7O =F Vtlo jRR JZ 0 t2 � a' W� I �C] N+:V '164,163W -+`' a Q 11?• N" S C�j Uj N l.] h O 3'=- O O O `g V NSp,-r Jm Q4 Sy Qp`' �` _ tam �pWUc� Z Oy,. rr,,,,��JOJ N � F-7bm _ ,�;'�'�fp'U, �OnS2< w'J'w fzY/01 O 0^ . 8.. 11 a ld \m�• om^ _ .W m "�viFW ,.,mg • , • ,, , w 0g _lg 8g (0W2a Wo3�ryNJW^ • 4,? t40�i`uUoaNLooi U O 0,P-fun JN4:i� Eyoo« �m � 300 1Q-gg�g° w.,\oJOg w40 '�.RY-_22OS2W ,.WYwa2 s. 4nmom, �a ..,.-mo- a‹* 614 Z20"Opp� 08I \:$-yy!\ WCN NC'ih�F <.L 4^ 3 "'O` o„VMfN,G,:`?OO O,T<nI.mU<3 8 `.."1 .4p.--.. 1^ PROTECTION 1.1 Ul 0 V cc t �o� Odjt Z 7 ge 4-.N -. N Vit W 34,20 �W J M.m • rd OW N mNI,„ O N r Zm3m1 1— iOOO OV,,U lY mWsn 8 <e4 a Ypz g t8 n n wit' ppOm qm N • O ���<3 Mc V.0 glsOm .3M, V rcW Y55��//JJyy��ym� U 0,-t n4 3 7. m w= ,,,Uy ~ O U, 4 n C J J,YMr� W5`peW, 3 :(515A4 . A�, .,.,s1--- ., Z "�w ne m .- XO: -.W 2 1-y .1 `�-'8 FTU 0001 k, 4 U.0U J V, N m crq<Ozfi � aLI. IU2 _YSi v,.. VI t� f4 *3 I U" `( 8 1 6 -1” zWAGtZmi*W/w4k) tom w�3i! <m<}} cn.ZK u w O O< mo •4(1 `mya Uniijm g m 2ii m . -8g 51 r mAi 24 S 6`pW ZTeOi, 41 5 hOS P\ // W OWVZrO 'U2 W7F `,46 i n1 n_W • 3 7j,,�p,y.�y.z 8 N 8 �' i,5<`? �j vt W 4az-0•30p (.0, ,... eUW;- ; U) U\Z VerZ- d 4�z _'gypQ�Fr M� i NN t .�U 3 -1. - Y W N S ffNfnn l,. N L (i W �.., ..]. N Li � 38 K N a N n g m 0 2O O�O M io <� <(�� W O, z 2Z sW C� aY p?! WW. W a 0 in.J < z 905Cgg3g O� W W3 W W < W J (/��< U to tt���m7W Al% O=Z I �W o`� VI ZW O 00 O NIQ=• §0= O,a�pa (M� Z ,/1 O <m yajw•c�2 mm -1 W �`iQ�n `yAJ VI �7N O\\,rQ£7MVUa +�0 < 3U•,wJ N u 1• W-Lj < • 3< <Vt KOW4 DO <�M(7,N:�• mZ MWWO 1(1 O O P ZZa `` `/Im W O� NKa'N2`'1O N• ,dX�p w,.O ie WOE Luz x N rn OZ 923 1-n- F NW OmC7NU)uU N (.2'235(1E4 ?=r a ?0 ....... ► 3 3 Cmu r, <O g < �N 4 W FjmO�pW m 4� 3 o < a on�W=- W z o &� UJ zar�� r� omz O r Nm OO U1 .^- N j 43 U7< Vi z • `n0 �w�y, ,- m ep � � Oj S m vo) ul O .- n ,n ,o n$ ,^ m _� N x F o y v] Z i n g o mW 3J f(w7� m< m ,, A <� Z W m T m J<W <= O O NN ax Wlk N)CT t��a .�. rZ zo Y� �_�Z� o W W„3 Uoz�ln �o,,S C7 O n 9,5E2 m ,- w 3 O r v 0: Z Z O I F ��Wmz glW, VOD Q���3 -y ly!!g. `�c' w 6��=��otC(CC,,77]] �`*'a;omen �JW N pOOiO U= �W r15 W wrQ�r W 4�50� <^ 2 tO0 J OJm�Y P-oo ")mN�24_F 0 WU Z,_WOmO to WNN N2 H rU Z Zp NN N I J U' YUNm V 2OWNy�Fm C7 m =Za' 6 , a U Oa�W3W Ln N <U aO W UO�..NWS(0- r y� ,;28o3 c:} a O JN O r II O: �` �Wm �<W 61/29!c) ;;L: `J1j O: I- g to J 40� • Og z Zo C,4� mWa o_ O fill" J ,y��1 cn o:w UJ Q°1 2 z0 W O< r as Z3 -i 6.0 < �� a2 memmoo.= as=� Z;3>� Zwi,n� •x x xii5-0r tO7 LJ xoJ`,i�JJ�o GGGora InLiJm m W tj N n ;wNcit 00,-,-w-: 7 a 2�V1 3 �t ` � U`'. U O �itt r O CJ�3 U,oW mQ, zb0 OJ r< ii3: air' OWF-ANf/Iz m; ON3 xo a <mN m Oa 3< < < UW J6-3 X_T mT „It Wm aash`- N_ J Ym -. ((�� W -Z WZP ZOZ nmmm <SO� m U Om (.i a' O mmm C WO -,OJ WJ „jot fY V ZO WJ22� 7J1- <Z,C fA�w N<O ^N�ZNN 15W Z 3 a .-- s sa um as ra N > i�,_$p 3:x883 O Jath 0 l.� awao Jo .. Ea ,.,2 JJ 1m wm 1Fp-((a,��xg 3 J�Jj mrd wr 3 Or a 1.&m O<�yLl y�{az�� ^V<7` - I/ N40 Ua <3 hUY 1!)O fO I�<1%] ~ .52 f I of OLJJW 0 .ii 1°4' C.,,,,:M:: Na1M:i NC*Z,av CA -a,n NFtm .i8Vil . 8sW. m,na0o (:)(::•••)(;))0:(7X-0)(;;) ...0101011010.120,, w •••L, i` a •`' /.<,..arp� •••.+/111 vii e o _J N � • A 60'. Z U) M # 4: sae .4:v4.%..06........... C.‘ -''r4 ' v v.)1-0 O o- �Z Q 0 C F- 0WE Z '-t „Luc,: o Li.IDZ:SON: 0W0gwO~ 4J D ao D — z 2» w O< w m (/)IJO0D< , ., ., 4. ..-7 «, T82 DIGITAL I (:)(::•••)(;))0:(7X-0)(;;) ...0101011010.120,, w •••L, i` a •`' /.<,..arp� •••.+/111 vii e o _J N � • A 60'. Z U) M # 4: sae .4:v4.%..06........... C.‘ -''r4 ' v v.)1-0 O o- �Z Q 0 C F- 0WE Z '-t „Luc,: o Li.IDZ:SON: 0W0gwO~ 4J D ao D — z 2» w O< w m (/)IJO0D< •—• • EXISTED GATE EXISTED FENCE • o • • raimimarimaraervi BAR BANDS 15 0.C. INTERNAL ,�.�♦�♦�♦� TYP \�\/ TENSION - S RO` ♦♦ 5 16"DIA.STEEL 41110. 110"0' 0 TOP RAIL �. ♦♦♦♦♦♦.♦ BRACE k TRU BRACE RAIL," 41h, .46 -4K 2"TRUSS ROD HOC RING (TYP.) ' 24" O.C. CONCRETE BASES ,9 XVW „Z TYPICAL FENCE WITH TOP RAIL TYPICAL PERSONNEL GATE FENCE FRONT VIEW W_ 0 w 0 r C NOIIf©In U„ „/,\„ fIn©. .1` 0 z 0 w 1 r w < 0 0 IL , < • •$ • MIL Geotechnical Engineering Report Proposed Delivery Point Communication Tower South of Piceance Creek Basin Garfield County, Colorado February 27, 2015 Terracon Project No. 25155011A Prepared for: EasTex Tower, Inc. Colorado Springs, Colorado Prepared by: Terracon Consultants, Inc. Wheat Ridge, Colorado lFerracon ron ental • Facilities V Geotechnical • Materials Geotechnical Engineering Report Proposed Delivery Point Communications Tower Garfield County, CO February 27, 2015 Terracon Project No. 25155011A lierracon Description Value Coefficient of friction at base 0.3 Approximate total movement 3 About 1/2 inch 1. The recommended net allowable bearing pressure is the pressure in excess of the minimum surrounding overburden pressure at the footing base elevation. The design bearing pressure applies to design dead loads plus design live load conditions. 2. The design bearing pressure applies to dead loads plus design live load conditions. The design bearing pressure may be increased by 1/3 when considering total loads that include wind or seismic conditions. 3. The thickened mat may be designed to use the weight of the concrete in the foundation to resist overturning moments. The design should be based on a unit weight of 145 pounds per cubic foot (pcf) for the concrete, with an appropriate factor of safety. All footings and foundations should be detailed and reinforced as necessary to reduce the potential for distress caused by differential foundation movements. Foundation excavations should be observed by a geotechnical engineer. If the subsurface conditions encountered during construction differ significantly from those presented in this report, supplemental recommendations will be required. 4.3.3 Equipment Shelter Foundation Recommendations The proposed equipment building can be supported by shallow, spread footing foundations provided the owner can accept some risk of movement. Based upon the laboratory testing completed, we estimate potential foundation movement on the order of about 1 inch is possible for foundations constructed on the native clay soils. Design recommendations for shallow foundations for the proposed structure are presented in the following paragraphs. Description Net maximum allowable bearing pressure 1,2 Foundation supporting rock Minimum embedment below finished grade for frost protection Approximate total movement 2 Value 4,000 psf3 Claystone or sandstone bedrock3 42 inches About 1/2 inch 1. The recommended net allowable bearing pressure is the pressure in excess of the minimum surrounding overburden pressure at the footing base elevation. The design bearing pressure applies to design dead loads plus design live load conditions. 2. The design bearing pressure applies to dead loads plus design live load conditions. The design bearing pressure may be increased by 1/3 when considering total loads that include wind or seismic conditions. 3. If existing fill is to remain in place, a net maximum allowable bearing pressure of 2,500 psf should Responsive • Resourceful • Reliable 10 Geotechnical Engineering Report Prpposed Delivery Point Communications Tower ,I Garfield County, CO February 27, 2015 Terracon Project No. 25155011A be used. lierracon Description Value It is recommended that a construction testing laboratory be retained to observe and test the soil foundation bearing materials. 4.4 Floor Slabs OPEN -HOLE SOILS REPORT IS REQUIRED AT FOOTING INSPECTION 25'00 PSF 4.4.1 Floor Slab Design Recommendations Design recommendations for floor slabs are presented in the following paragraphs. Item Description Slabs -on -grade should be constructed on native soils or on properly moisture conditioned and compacted engineered fill. We estimate potential slab movement on the order of about 1 inch or less is possible. Floor slab support Where appropriate, saw -cut control joints should be placed in the slab to help control the location and extent of cracking. The use of a vapor retarder should be used directly beneath concrete slabs on grade that will be covered with wood, tile, carpet or other moisture sensitive or impervious coverings, or when the slab will support equipment sensitive to moisture. When conditions warrant the use of a vapor retarder, the slab designer should refer to ACI 302 and/or ACI 360 for procedures and cautions regarding the use and placement of a vapor retarder. 4.4.2 Floor Slab Construction Considerations The movement estimate outlined above assumes that the other recommendations in this report are followed. Additional movement could occur should the subsurface materials become wetted to significant depths, which could result in potential excessive movement causing uneven exterior slabs and severe cracking. This could be due to over watering of landscaping, poor drainage, and/or broken utility lines. Therefore, it is imperative that the recommendations outlined in the "Grading and Drainage" section of this report be followed. 4.5 Seismic Considerations Code Used 2009 International Building Code (IBC) 1 Site Classification C2 1. In general accordance with the 2009 International Building Code, Table 1613.5.2. 2. The 2009 International Building Code (IBC) requires a site soil profile determination extending a depth of 100 feet for seismic site classification. The current scope requested does not include the required 100 foot soil profile determination. The boring for this exploration extended to a maximum depth of about 15 feet and this seismic site class definition considers that similar soil conditions exist below the maximum depth of the subsurface exploration. Responsive u Resourceful • Reliable 11