HomeMy WebLinkAboutPlansCHASGES IN TEMPORARY CONSTRUCTION TRAIJ.ER PJ.ACEMF.NT
Please note that the placement of the construction trailers has heen modified from the
original plat provided with the Spet:ial 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 ENGINEE R . .
13413 N. 101st Way Sco ttsdal e, Az . 85260 Phone: (480) 451 -0587
============:==== =======================:======================
~TJ ONS FQJL
STD. 24' x 60' MODULAR OFFICE UNIT
STATE OF COLORADO
PREPARED FOR: MOBILE MINI , IN C., MARI COPA , AZ .
2003 ·Intern ational Building Code
Roof Uve Load =
Roof Dead Load =
Floor Uve Load =
Floo r Dead Load =
Wall Dead Load =
Wind Load:
40 psf (snow)
10 psf, 12 psf (truss)
50 psf
10 psf
7 psf
Basic Wind Speed, V 3s = 100 mph, lw = 1.0
Height & EXJ!>osure Coeff. (0-15', Exp. C) = 1.21
MWFAS Load = 19.9 psf (roof slope 3:12 pitch)
p = (19 .9 psf)(1 .21){1 .0) = 24 .1 psf (horiz.)
Seismic Lo ad:
SiteCiass o: Design Cat egory D
Ss <= 0.25, Fa = 1.6, le = 1.0, R = 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 R = 0.092 W
Allowable Soil Beari ng Pressure = 1,000 psf
MATERIAL S.et=..9!E!QA.TIONS :
1. Foundation Pads -3" th ick precast concrete or min. 3/4" thick pressure -treated
plywood * (marked PS 1 ). See Foundat ion Plan tor pad sizes.
2. Support Piers -Adjustable st eel jack stands , min . 4,000 lbs. capacity.
3. Tie -Down An chors -Minute Man Mode l 4430 -DH 3/4 MMA -6 (or equal) auge r -type
anchors, min. holding power = 4,725 lbs. Install per man ufacturer~s_r~mendations.
----------------------------------------------* P-T Plywood pads: min. 3/4" thick for 16 " x 16"; min . 1 1/8" thick for 24" x 24". '
~u .~j\ w MI:-t~fl(_ ~'M-f
0~ /8/0 ~.3
24' x 60' UNIT: Sheet No. '1.
::;::=:::::======::;::::::;:;::;:===========::======================·======·==::::===::;::=
FOUNDATION PADS
============,==========::::::>::======================:=========::===;;:;:;=
DESIGN D1\TA~
Roof LL + DL = 50 psf
Aoor Ll + DL = 60 psf
Exterior Wall DL = 7 psf
Allow. Bearing Pressure = 1 ,000 psf
Pf.DS ALONG EXT._gHASSIS BEAM§..;
Spacing of Pads =
Total LL + DL =
Pad Area Req'd. =
Area Provided =
2.50 ft. o.c.
1,767 lbs.
1.77 sq. ft.
1.78 sq. ft ...... OK
Roof Trib. Width =
Aoor Trib. Width =
Aoor Trib. Width =
Ext. Wall Height =
Type of Pad:
Pad Width =
Pad Length =
5.9167 ft.
5.9167 ft. (Ext.)
5.9167 ft. (Int.)
6.00 ft.
See Sht. No. 1
16.00 in.
16.00 in.
Therefore, Use: J§" _ _x J6" Foundatign Pads @ 2'-§" __ Q.g. __ (See She<!t_No. 1),
t:l_elow Adjust<ll:)le _Ste<l!_~<:ICI<-Supports.
Spacing of Pads =
Total LL + DL =
Pad Area Req'd. =
Area Provided =
4.83 ft. o.c.
1,715 lbs.
1.71 sq. ft.
1.76 sq. ft ...... OK
Type of Pad:
Pad Width =
Pad Length =
See Sht. No. 1
16.00 in.
16.00 in.
Therefore, t,Jse: 1!1~.!'_16" FoundationPag~ __ @__4'_c-10" o.c. 1Se~_§heet No. 1),
l:lelow Adjustable Steel Jack Supports.
PADS AT END POSTS:
Total Roof Load = 17,940 lbs.
Total Floor Load = 600 lbs.
Pad Area Req'd. = 16.54 sq. ft.
Area Provided = 20.00 sq. ft ...... OK
Type of Pad:
Pad Width =
Pad Length =
No. of Pads =
See Sht. No. 1
24,00 in.
24.00 in.
5
Therefore, Use: 5::::1!~" x 24" Founc:l""!on Pads @End Poslll _(S~e :;!ht~No. J),
~~.9.\V Adjustable Sl!lei._J_acl< _Supports. ---
Total Roof Load =
Total Floor Load =
Pad Area Req'd. =
Area Provided =
N/A lbs.
N/A lbs.
o.oo sq. ft.
0.00 sq. ft ...... OK
Type of Pad:
Pad Width =
Pad Length =
No. of Pads =
N/A
N/A in.
N/A in.
N/A
24' x 60' UNIT: Sheet No. :1>
============;:::;:::;:::;=::::;:;::::=:::::;:::;::::;:::;=:::;::::;;;:::::;:::;:::;:::;:::;:::;::::;::::;=:::;:::;:::;:::;::::;=====:=======o=-----
LATERAL FORCE ANCHORAGE
============================================:=============:;:
Al\l(;ljQf'l.DESI(31\j_:
Wind load -24.1 psf
Seismic load -0.092 W
Max. Wmd lDad = 3,270 lbs. <--Governs
Max. Seis. Load = 640 lbs.
Tie-Down Anchor: Auger-Type
Anchor Capacity > Max. Load .... OK
Roof + Floor DL =
Building Width =
Building Height
Anchor Spacing -
Anchor Capacity -
22.0 psf
23.67 ft.
12.33 ft
11.00 ft. o.c.
3,340 lbs.*
Therefore, Use: Minute Man Model 443Q,-DH 3/4 MMA-6_~uger-Type Anchors
(0.. Equal)_@ 11' 0" o.c. Alj:>n_fl_S[des ~--1 __ E;at;_I!_J;nd of Unit.
*Anchor capacity @ 45 deg. angle = (4, 725 lbs.)(O. 707) = 3,340 lbs.
24' x 60' UNIT:
BEN J ... KRAKOWSKI, P. E.
Sheet No. 4
---"CO"'f.ISU[fiNG"-S""T"'RU"'C""T,U"'RA.,L ~NGiNEER
12' x 6Q'EXTERIOR UNIL.iQ.~:-SPI\N JB..l,§§ @ MOD-UNE);
(2 Required -1 as shown, 1 opposrte hand)
Ext. of Unit ->1 .....
5
Space~
60' @
I 11'-0"
D.C.
11'-10"
~-C.L steel
chassis beam-~
FOUNDATION PlAN .... (NfsT
-"Mod-Une"
(Int. of Unit)
2' " o.c. @ Ext.
I
4'-10" o.c. @ Int.
·····~
1 '--·16" x 16" Foundation pads with
adjustable steel support pier, typ.
See Shrt. No. 1 for specifications
IC--Unit outline
5 -24' x 24" Foundation pads
wt adjustable steel support piers
at end posts, typ. each end. See
Detail 3/S-2.
STANDARD FACTORY-BUILT MODULAR BUILDINGS
1Xff~ >T\l-AP w/Lv111P,
if'lSTA;~L-P4 1-lf-11--'S.
ltJS11>.-VcTioAJS -~>"
Tl£-\:.0\.JN fAI!-11\ Ai'!t-1\o~,
';,t.f PlA"-' ~-~--;.,,.......,.(
II
II
A,
r::;'\_11\'. TIE.-t>oW,V I\JJCf1o (2. v (~A;Jc/1/i:l'i'i (P-i.t1f)
TYPICAL FOUNDATION & TIE-DOWN DETAILS Scale: 3/4' = 1'-0" S-1
STANDARD FACTORY-BUILT MODULAR BUILDINGS
H.~.
-, -~ --
I< j<--Mo:>D-lA,Jf-PcSH
.. .
~
I I
I 6><" t>.f.~2. t.Jcol> o{l-'
t!, r,:!!:; klb:><"' ~ JE_.k(... p,f'/1 '1
IJ 0 A tJ". .S IE.I'. L. 1''\E .. p
ft.J• "~-.)..
I 0'1""'1</'> ~-'''"""'
FovNOA;\Ie>;ol PA-D~) s£.£ PLA-rJ
0 T\'P. M.t... PoST SVF't>ol'-1~
(I>A;5£Mf.•JT f-1'-11-"11'-)
'
~.#wt· ( ;~., v.nA's/':s,'')
l ;, '(1 •,
\;·1 24600 ~) l,S;. / J ' ' y ~ i!'q,'·· .•...... ~,;,'IIi> ~·~£ ~u~ .. :. ~">t{'o .. -n-,·oS'
TYPICAL FOUNDATION DETAILS Scale: 3/4" = 1'-0" S-2
PHOENIX MODUL .. t\R
z '•A.? ~($:
c .
'J ~y' e.,,, __ .
s·.l/1 .
I [)I;]
r~
I
r . ,
I
I
I
I
I II
I
' ~~1 z
c • 1 0
I I ~
ij
.f<-.• I . . . .":'j -.... ,.--
_ .. ,,
'
I
I
I ' I
I
I • ;
! >
B
lr:~
lB
I
18]
'
I
-
! B
B •
I
[B]
-~
8 z
0
~ ----< > w
~~ 9:
l .. ro=~l ' I ~~-! •· I ~!
·'I ·~· -I '' ~ -~I
, .1· : i
-. c__c·l ~~
• J~ il ~ tj'
~
,,
·I' l.;t
HU
'-,,
~=-=====~~L ____ :
PROPOSED SKlNNER RIDGE CENTRAL COMPRESSION FACIUTIES
SECTION 36, T5S, R90lr, 6TH PM
I
I
I
.
~·~
'"""' 104
L£C"'-()(«1llPTIOI<o
A P""CR OF LAND "'TUArr IH T>IM>'r> 1nl -~~ 104 LOCAliD IN II<E 01¥( 1/4 Of' SECTION J$, TO~S!<•P 5 SOIJII<. R ... llf ga II{ST Or TH£ 611<
PjOJNCPAI. W(AlOIM<, o;OU~Ti' Of CJ.RneJ.D, STA1t OF COI.Oit.tOO, II<E PERIW<TIR aEn<<; "OR!: PAA~UJLAilLV !>ESCFIIBEO FOR .... ,. AS fO..L<OO<
OOI"tHONC AT A FOOND Sltf<£ t• ~ rtfO: TilE If 1/4 CORNeR OF SAl) SECTI01'4 >0, \\l£liCt A F<>JNO .... Q.D B•oss CAl' IN Pi.ACE fOO THE
•DRII<VIEIT CCIAtlCR Cl' 5010 S[C'I\Oif J8 B,_RS HOO..,..'J9"W A DISTANCE OF 204J.J8 FIET, ,.,. ALL D£AAIHGS CONT"""'O ~U![IN BDH~ R<LAllV[
II<ERET<>; "''"Cf NI&'Jc!'OfE A D>STAHDE to' 113.10' FUT TO II<£ TRUE P0041 OF B£CioiNO<G OF TilE PMCEL DlSCIOOED II[}IEIN; TI<D<O£
"'"'41'5lt A OISlAWCE Of' 7411." fffT: THO<c£ S>~11'l0'[ A DOSTMCE Of S01.~ FEET: TH!'HC£ S!l~lii'J9'W A DIST .. C( or Ml.D2 Fin:
Tl<tNCt: H14'22'11'W A OOSMH()( 01' 122.!!'1 IQ li<E PQNT or BE:COH-'IHC, C(O<IMHINC lUI ACIIES WOO[ 00 l(SS,
HOTEl>
1) THt PROPOSED >Ill: •s SHO'Iotl ... D OEstftii(O A'i;M IS NOT A BWI<DAAY St.mE'f .lllO t;0 Wtf<U"[HIS VIEfte: SET, THE PURPOSE 01' TkE .leO\(
L£C"'-VI:SCJIIPlltt< WAS TO 0[SCRI9[ Til[ I'£RIW£l0< AND ARE~ ~THON """""" PROPERTY fOO THE PROPOS!:D !"IHN[O RIOC£ c£HTR"
OOI.OPR£SSlON f~CIUfY.
+ "-.
~-·
OON&TRUCTION 6i.IRYJY6. 11>.10.
Q~ kiNRI&I e).. YO.
' 00
I
" f
-----
\
\
\
I
\
'
'\.j
J. ,,
'
!
' ! ! '• '
!
!
'
' i
i •
"""" ""~ ·"'·"
!
E .. ~ ... ., .............. J
···I I ""~"''"""" . "''"' .
:.;-,.., "'" w "~'. -~ ·-~
•
~.-.. -.~.-.. -.-.~ .. -.. ~1] i0
\
'I
I ,'.
I
I,
I I ,
i 'I
I
I··
' I
\ . -,
• ! • • • 2 ; i ~ I
I
' !
-==
• \
\
!,~ •.'
' '
' I
I
---'
I
G Washington
PROJECT TITLE
CALClJLATlON
SHEET
SL:BJECTtFEATCRE /.".?£..£/q; LA!(twr=f(M s-t~
'
,, '
I
I C•i<uiJBon "o
rrf~l«'l<l<' ----------1
Z</5vZ.
,,
,//
----1._------
~