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HomeMy WebLinkAboutPLANSCHA~GES IN TEMPORARY CO~STRUCTION TRAILER PLACEMENT Please note that the placement of the construction trailers has been modified from the original plat provided with the Special Use Permit Application. These changes are being implemented to improve safety and operations in the Central Production Area storage area. The revised placement also optimizes space requirements to allow additional room for general storage. Sheet No. 1 ____________ , ____ -------·-------------------------------------· --------------------------------------------------------------· BEN J. KRAKOWSKI, P. E. CONSULTING STRUCTURAL ENGINEER 13413 N. 101st Way Scottsdale, Az . 85266 Phone: (480) 451 -0587 ============:==== =======:========-============================='; STD. 12' x 60' MODULAR OFFICE UNIT STATE OF COLORADO PREPARED FOR : MOBILE MINI , INC., MARICOPA, AZ. DESIGN CRI.1Ef31A: 2003 · International Bui lding Code Roof Uve Load - Roof Dead Load = Floor Uve Load = Floor Dead Load = Wall Dead Load = Wind Load :~ 40 psf (snow) 10 psf 50 psf 10 psf 7 psf Basic Wind Speed, V 3s = 100 mph, lw = 1.0 Height & EXJDOSure Coeff. (0 -15 ', Exp. C) = 1.21 MWFRS Load = 15.9 psf (roof slope: 0 -5 deg.) p = (15.9 pst)(1.2 1)(1 .0) = 19.2 psf (horiz.) Seismic Load : Site Ci'ass D, Design Category D Ss <= 0.25, Fa = 1.6, l e = 1.0, A = 6.5 S ms = Fa Ss = (1 .6){0 .25) = 0.40 S ds = 2/3 S ms = (2/3)(0 .40) = 0 .267 V (simplified) = 1.2 S ds W 1 A = 0.092 W Allowable Soil Bearing Pres sure = 1,000 psf MATERIAL SPECIFICATIQN.§...;. 1. Foundation Pads -3" thick precast concrete or min. 3/4" thick pressure -treated plywood* (marked PS 1). See Foundation Plan for pad sizes . 2. Support Piers -Adjustabl e steel jack stands, min. 4,000 lbs. capacity. 3. Tie -Down Anchors -Minute Man Model 4430 -DH 3/4 MMA -6 (or equal) auger -type anchors , min. holding power = 4,725 lbs. Install per manufacturer's recommendations. * P-T Plywood pads: min. 3/411 th ick for 16" x 16"; min. 1 1/8" thick for 24" x 24". s <-~ l ~ ~~ --~~----:3~-~;-;:;-----·-------· 12' x 60' UNIT: Sheet No. 'l- :;::===========:==~-:=========-======================·======'=: ____ _ FOUNDATION PADS ==========,..._-:-:,==·=================================•=======·===== PE§IGN QATI\~ Roof LL + DL ~ 50 psf Floor LL + DL ~ 60 psf Exterior Wall DL ~ 7 psf Allow. Bearing Pressure ~ 1, 000 psf Spacing of Pads ~ Total LL + DL ~ Pad Area Req'd. ~ Area Provided ~ 2.50 ft. O.C. 1,767 lbs. 1.77 sq. ft. 1. 76 sq. ft ...... OK Roof Trib. Wid1h ~ Floor Trib. Width ~ Ext. Wall Height ~ Type of Pad: Pad Width - Ped Length ~ 5.9167 ft. 5.9167 ft. 6.00 ft. See Sheet No. 1 16.00 in. 16.00 in. Therefore, Use: 1_6~16" _E~u.ndation P~s @ 2':::6" \).c. (See Sheet No. 1), Below Adjustable Steel Jack Supports. !,ATEAAL FOR(;E ANCHOAA~: Wind Load ~ 19.2 psf Seismic Load ~ 0.092 W Max. Wind load~ 3,091 lbs. <--Governs Max. Seism. Load ~ 449 lbs. Anchor Type: MMA-6 Auger-Type Anchor Capacity > Max. Load .... OK Roof + Floor DL ~ Building Width ~ Building Height - Ancihor Spacing - Anchor Capacity - 2D psi 11.83 ft. 11.50 ft. 14.00 It o.c. 3,340 lbs.* Therefore, Use: lllllntJ!e Man M9<!E!L<I'I30-::DH 3/'! .!~!!~:::~-Ali!J'If::::IYJ>e Anchors {Or Equal) @_ _!_'!'_-_0" o.c.L§.-_IO<!<'h_§l<!f!uof Unit. *Anchor capacity @ 45 deg. angle ~ (4, 725 lbs.)(O. 707) ~ 3,340 lbs. ~~ .•· fif· ~<>-·· K"~~ • ..-~-'"'>~'o % ~~ ~ ... '1..4.i. en. jed ' 24600 ~1 "'' ' .. ~:-. .. 'I ~'}..\,, ,·' ·lo '~'<r .. , :··-.. , .. ·' ........ ~ <>. '""" •· _,,B\"!11 12' • 60' UNIT: -~--!.\.r.~~~~~ I I i 2t' -~£]·· +- 11'-10" 7.958' (95:5") . - Sheet No. 3 CONSULTING-·srnUCTUAACENGINEER 1'-0" , 2'-611 o.c. 4 I -cJ 14'-0" [\ r 14'-0" 60' I . ' 114'~0' :j._ ~-C.L steel chassis beam _ ... , 1\,_ 16" x 16" Foundation pads wrth adjustable steel support pier, typ. See Sht. No. 1 for specifications ~Eo~ Unit outline .-t--Auger-type tie-down earth anchors (10), see Sheet No. 1 for specifications. , I ' 1, 14r --rh --------------. [J -----~ +--I 2'-6" o.c. I 2'-o" [] -[] , J·-o" J-LL--t------+---' FOUt,iDATION PLAN ··---'(NTS.) STANDARD FACTORY-BUILT MODULAR BUILDINGS ----------~--- ~THI-G\-IA5~1$ I%Af1-JII AI>J. sn.~L I'IQL f<>vl'll>A\t<>.V PI\~;>, SE-E. PlltrJ - Q)TIP-fovtJDATtor..l l'Ab \ Plf..f<.. l&I\HMii•>T FMMO \I tl AL 0 11\>. II E--t;,oW,.J A vC.t-\o fl. \..:::/ (~AJr/1/0t-~T HM!f) If TYPICAL FOUNDATION & TIE-DOWN DETAILS Scala: 3/4" = 1'-0" S-1 PROPOSED SKINNER RIDGE CENTRAL COMPRESSION FACILITIES SECTION 36. TJ;S, R981'J, 6TH PM Clfi\'11011 fiWI'IRIT t~G.o.l OCSCI<1PTICJI.I. I / ;, PAACU ~ l>.NO SllVAll: >N 1l!M;TS 1Cl ;,Np 10• LO<;An;<> IN n<E"" 1/4 OF :SO:CI>Oft lO. lO\ONS><IP ~ SOOn<. 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' • ~ • " i "' i ;; ' . • ,,, :: ' !<\ ;:( c'" j ~~ !)) \ _.--- / )/'-' I i I ----' (!; Washington PROJECT TITLE r--) CALCULATION SHEET / I 1~--~: i Sloccl ).:o I j l'ol<nla<Mm Nn. ;-------- L__,,,_, _L _ _j_---.1,1 i u · I \ -L,t=-~-.-. __l____!L__J r----,c----. -----.-"-Y_,.-~,: . '(~ I wc==:;gl ~"'· 0 0 !]j _j 00 j)i;A/;JJ-- !?ff''" ,. -' '· ~·' "' 0 :c '" 0 c r '" i ' oa·-o· <7"->C\j" I _0_5· " ·T'' ,. ,. ,. 0 ,h ··-·· IF' l"'-~ ~ 'D~ "" ' ' '( ; :I r' ..DFF'CE #1 ill OPEN OFFICF ARFA ~ j ;, A QJ P,, >7" 'll" l'i;\"' ' ' ~--oi· 0 0 ~·--e-4· 0"' ~· 25" 71" FLOOR PLAN A ~ ,, •. _,.-<>. ~~ ~~ b I'J1 I ~ """I 20<B I "-J ~ ~ . MECHANICAL PLAN ~·I 11' 1oj" 5--~- I G>rol"D Q: ,@ ' ~~ 'I " '~'-"El (•) a ~~''' CFFICE_f2 ,~ ~ ~ ~·~~ lb ® ® 0 "'j'/.._, ·~ ~~-' ~,.ft;..1vq tort..-"1" p~cu.t nes .!'l'?d"if'615~] """""'"" DENOTt5 I Jft" """'"''~ o• Aa..es'5Fi!.l"t.e o-r/-srn:> ~NtEN' ~liQ 11D, WC.JOC 'lF Wloli "~~ i [)?j,G rxt, p JLI . .,! ~ S>-•> ~ "--' IO:::l j " (J E""'"'' ? ' ' ' li I SlATE 0~ GOLORA.DC VdiSIDr~ CF HOUSING APPROVED 2 1/ •'\J REFLECTIVE CEILING PLAN ~~~:, .•. ~~,--j ,,_,,,.,. 1,001lw --- ---- l'-.f : PMU (A) ' Y-1~- ' ' C>< ;v ~~~ ~"""" (<) ~-%: IX u ' ' ' ~---' k ill "-h-'4 I ~r-nn· .... ·-- , ,----v.-oo.-•., "-"r i / STATE OF ('.n: no,""' 1 DIVISION Of mus;NG JUN 2 7 20~5 .-"PPROVED I INTEELOR SECURIT.'L .. BAP DETAIL I I co r co < )> --1 0 z ' I ' I "'I r f'l < )> --1 - 0 z ' 'o I - 0 f'1 --1 )> r ~ ' c--- ,._,~. 10" _,. ' ~ ·~ k o, ,._,. I 10'-~-~ f- .r- - ' ' ' ~ -' f'l r co < )> -l 0 z 1"'- ~ I I ' ' ~f! ' I -· ' ! ~~~ ' i~ n ' I' ~! li ~ ! i j! ~ r----- ' I i > ' ! ~ f c ~ ~ oro s~ e5ITI 3!fi """ . ' ' ' 1 I """"'"'""""'""" .......... """" De_ TAIL ... ~"""" .. -.. """"""<mK'->< ..., .. ...,._ ..... ,., _§,~~l~S !l -'ILL Sflli',/N ~~llS 4R[ ~SS>J~EU T~ !( Bl'X N"lLS. 2) AL.l LU~atR -;-a FE GRAD£ STAMPED ilY AN APPR:JVED GRADING AGENcY . 3) ~FE.~ ~D flUOR PLAN C!NSTRUCTlON NU~ES F~ ~a V~~~~ s;lE.S Ami GRAJJlS. ............. __ ~ ......... ,..._ ..... ___ --~ ......... -~-.....-. STATEn:::.~0 .00 , D!VI.<::v,,,·,.:;. '-_ ""'00 -·-·• ,_,-""-"JS:,\'G J!J)t! 2 7 2iit15 ~,pc-ROVF.C I ~ C1 "' ~ ,. ~ T ~ 0 "' "' 0 " 0 ~ "' 0 SIDf.'I/All LOA[}: 400 PLF" CHASSIS MAINRAfl LOA[}, 480 PLF ~t::: --:::::::::=::::::-'''~,,,~"'::'""''"''""~'~'~M,OC'~"~'~'''~' ::;;:::::::::::::::::::::::::::::::::::::::::::::i L ,~ SIDEWALL LOAD. 400 PLF ffi C'--'---'---'---~~, "'~,., ,::='::--,. ,,c'-=, .,,1"=---, I _,__1 I I l I -1"--- 'G\101 GNIM ]NQl ~OI~]_I.X]