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<br /> MOpUi,AF2 BU1LpIi�G PAD&P1ER FaU[�p�T10N DESIGN-�OUtVpATfON CAI»Ct1�.AT10NS [BC-2012
<br /> PFt�-FA�RlCATED BtJiLL�ING t}�SIG�-FQU�tD�0.TI�N CALCEt�ATIONS 1SC-2012 �IiO�ULR�t E3iJI1.�ING PAD&�I�R��UN�ATIat�DESIGN-FOUPJ�ATION CALCU�.ATIO€�S (8C-2012 � .
<br /> 25psf-RLL,4QpsE-FLL,13Qmph, �xA C�IENT Paeific Mobite DEA�,ER: Pacsfic Mo�ite ' Criterl� 25psf-RLL,40psf-�LL,'I10mph, Exp
<br /> CLIEN7 Pacific Ma�ife Owner Pacific tvta�siie GLfiENT Pacific Mobile D�ALER: 3'acifrc Mo�ile - Cr[teria -
<br /> . - C, Cat:D, Ss=9.5, Fp='€��t}ps� C, �at-G3, Ss=1.5, Fp='l5GQ psf .
<br /> C}ATE: �2-Dec-15 PO# �20152�.6 �OCAT#4N: KCDA Standards �
<br /> �ats: t��C3e�15 P�# �2t7�S226 �.ocation: KCC3AStandards pafe: y2-4ec-15 PO# E20S52�6 Laeatian; KCQAStan�ards
<br /> ' PR�JECT# 2�15�t 27.1 STAT�: Ip-OR-L�1A : PNW � � ;
<br /> 28x32 MODULAR Fi]N-Classroom iC1�C}R-VslA . P�1VIf Praject#: 20�501 #27.1 28x32 MODLtLAR�DN-C�assroom gtate{s)� I�]-OR-WA �NtN
<br /> Table of Cont�nfs � � . F'roject#: 20�5f31 # 27_1 wl(2J Floor Jaist Spans lMadule S��=s�' w/(Z}Flaar,lvlst Spans 1Modu3e.
<br /> � II. F�U[VDATION i3ES1GN E.�.a#aral Des(gn .
<br /> . , 9.�.angitudinal Walls(�ront u Baak,1,a�g iJ�lalls�
<br /> � PREFABRlCATED MDDUL4R BUfLDING PR:�FOUIVDA7'fON D�SlGtV Unit Wind Loac4, U�`JL-(V+Tht+Rht-�Fht12}*Wp'L= 8026 ibs Govems
<br /> - . A. �aua�datlon Componen#s
<br />- Qptinn A ]ndi�idual F3eari��Pads-Bearing Pads Coiumn Pads Unii Saismic Load,L�SL=W'pst= 6�27 ibs
<br /> Widtt�,wbp= '!S inches 16 inChes 6uilding Weight= 17920 IEas
<br /> T}ESCRIP"CIOE� WlD�H: t,EF�G7H; TYFE: i.ength, li�p= 'f6 inches 4f inches °� Buifding Weight Us�d far i..ateral Sliding µ {3°/a
<br /> � SurFace Support i�epth: Canc,As�h&�ase o �l ir+ches, Required 7'rans�erse�oundation Frictinn FaCtos= a O.qU .
<br /> 28x32 MOL7ULAR FI3N-Classta�m w!(2}Flnar � '• 25psf-RLL,4�psf-�LL,1'Iflmph, �xp.C, Cat-D, �quivaien#Hearing Area at Soil� BA- • 4t30 Sq. [n�h�s 38� 5q lnctles Gra�ity#�esEsta�lc�;G�=BUifding ttVT'`Friction Factor= ' t] lbs.
<br /> t}TM-Laferal Laad'wh�i2+11 f
<br /> Jais#Spans IMadule 28 32 . �s=1.5, Fpw15DD psf PBC-�'.18.4.2 Allcswahfe Soi�Searing Pr�ssure, [C�ass��Q= 9540 psf. 7`o Be Verifled By Qthsrs Pli�` - 5371� Ft-fbs
<br /> _..__.._ Optinn B �'erimeter Suppo�1l�lRdth � inchas RM=�.9'Building W#'�1Nl2 �25792 Ft-fbs
<br /> . . AE1owa�ls L.aad,'PbA={C3A}!1�*Q� � 41 v7 pour€c{s ��DO pounds Factar a#Safe#y= RMIQTM , � No l3pli�t Anchors Required
<br /> , Anchors-R?inuteman'SoilAnchnrs Use: ' �2}Anchors,Min. •
<br /> . Ulfimate Arsci�or Ca[�acity,Anche= 472� Ibs.
<br /> B.�xterior Pads(Around Per'smeter) Z.l.ateral Waf�s(End,Short Walls}
<br /> � �Inorand Roo#Lpads: Ur�ii Wind Load, tJWL�{V1►hE+Rht���hU?)*IIVp W 6129 1bs
<br /> ����� � l�l�� � ,�e �/{�� �����,q A ROF�.�,� 11 �' Exterior Pa�s Req�ired.�pr T 1 pad . Unit Seismie�.ateraf Load, USL�.=L."pst M 6227 Ibs .� Gav�rns
<br /> -�v
<br /> . �'� ,��T �. ; ��Gl�F�C'� f� , �ro�rt Co�iputer %Buifding INeight Used for Langitudinal Sliding p%
<br />- R � � �, t�3�� PE ' � Allo�wable Load, Pfla= 4187 Ibs. CaICuE�tions,max.spa�t Langitudinai Fnunda#ion Fri�#ion Factar= Q.qO
<br /> ~ r Perirreter Suppa�t Bearing Pr�ssure, {Skirting) (3 psf-OK� Gravity Resistance, �R=Buii�fing WT`Friction�actor= Q [�s.
<br /> UTN1=Lat..ral Laad*whU2+U
<br /> � � �� r Ctassroam �xteriar llni#orm Fioor 1.Qad> 538 pif 7.78 ft. 8.40 ft. " pli� � 48B'!6 Fi-Ibs .
<br /> OId +� � , RPut=0.9"Btiilciin Wt�`Wl2 258Q48 �t-Ibs
<br /> ���'�.� �'2'�� �y��� � `�'F�R�� �� � C185SCp0[17 Use: Pe�ime#er Pads W!(7}9 6-Inc�x 16anch pad�B-ft Q.c.ex#eri�r supports. 9
<br /> � �' �� � ��y ��'�, � � �2 3 � � ,• �actnr of Saf�ty RMlQThll 6 No Uplift AncE��rs Required � .
<br /> �� �'� �NP►1. �l� ��" E�se: (2}Anchars, Mi�.
<br /> �Y- � yt�. g t2 C. In#erior�ads{�loor Loads DroEy-M�felfne Supporis) ,
<br /> -- .m
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<br /> j R EbVS:t79f3�J2Qlfi�'�.R�N�WS;t]9I27r�fl17� �p!R�s: �ECEa1B�ft 3l� 2�t7 � Floor Lrsads: '
<br /> � Enterior Pads Requir�d, Epr= .� �a� �rnm Camputar - .
<br /> , . Catculations, m�x.span
<br /> RI(o',vabEe Load, �'fla= 41 C'7 ltss.
<br /> Classroom InteriQr tJniForm Fl�or Load: 35fl plf i 1.90. (t. S.gO ft.
<br /> , �Eassroom E1se� (5}�6-inch x 46-inch Pads�8�ft o.c. (nterfvr supports. -
<br /> � . C�.Column Pads�Roofi Loads Only)
<br />�. , - Ro�f i.oads:
<br /> Galumn i'ads Required, Gpr� ������ds
<br /> Allavvable Load. Prla= d0�0 Ibs. '
<br /> Mafeline Roflf Bearr�s I3nif*�rm�200#Load,mhrl W(RLL*RC3Lj"MW= 518 Ibl#t.
<br /> lVIUOULAR BUlLOI�tG PAO&PI�R�UUMOATIO�O�SI(�N�F�171��]ATlD�t CALCIlLATiQh15 � EBC-2012 Effective MaEeli�e 6earn Spa�, Mps=Pflalmbrl= 7.72 ft.
<br /> Cl.fENT Paci�e iVi�bifa �AL�R: Pacifie Mobile Criteria 25psf-RLI�,�aOpsF FL�,110mph. Ex� t�se: ti�36-ineh x 16-in�h pacis for every 7.72-Ft et'fac#ive Nfa#�lfn�Bea�n Span.
<br /> C. Cat-b,5s=9.5� Fp,15�fl psf
<br /> �ffective In#erior Roof�eam 5pan W 0 fE i3 PA�B REQ'�
<br /> , Date: 12-Dec-i 5 PQ# E201 s�26 Lacafion, KCDA Standards Effecfive Infariar f2oof Beam 5pan� 16 ft 3 PADS R�Q'�
<br /> 28x32 MODUI.AR fUN-Ctasaraocn � .
<br /> Project#; 2D1509 # 27.1 ,�!(Z} F#aarJaist 5pans lModule �. State�s), iD-OR�NJA PNW
<br /> ' #. O�SIG�t CR(T'�R1A; 28x32 MOOULAF2 FDN-Classroam wt 2 Floar Jo':st S ans fMod�tle
<br /> D�ad Load� �aaf, RDL= '€f3 psf .
<br />- �st FIoor Ceiling CC3L= "1
<br />� �&M= 1
<br /> Fiaar, FDL= '�4 psf
<br /> Wail,WDk,= � Psf
<br /> Roaf Liv��.o�d: Sr7a�r Laad, RLL= , 26 psf
<br /> €�oad Duration Factof,Cd- ' 9.95 % '
<br /> Floor Load: Uniform �loor Loaci, FLI.= Classroom a(3 psf • �IHC Table 16f�7.1
<br /> Cvrtc�ntrated Live Load, g= 10C3t? Ibs. IBC Tab[e 16�7.1
<br /> • Parfian, P�7�._ • 0 psf . , ,
<br /> Winc1 Load: 8asic Wind Speed, V= 11U mph ASC�i Figure 26.5-1A '
<br /> 8ui(ding Risk Classifiaatian: Category li ASC�T Tab1e 1..5-1
<br /> Wind Impor�ance�actor, Iw� 9,d0 ASC�7'fabie 1.5-1
<br /> ' Wind C}ireciional Factor, }Cd Q.85 ASCE 7 Table 26.8-1 ux�Y��w����
<br /> � � ' . �..... NlfO,"7tcGA5T PAO flP 2 f'�4F5 �
<br /> 'a"Edge Fr85SE##'�qlstanCE= 3.flQ #k �. ���,,- ., Frxo x a n�kcr+s ear�w
<br /> � '. F in'�ruti�t9 A 3s•o�. 32',0"
<br />. 3 Ftoof SiUpe� �:12 T 14.C34 Degr��s �� : -4 AHI7 0:7Z�^Ft 2A4H FJD �rrr x a u���.ar�er�.;s . _. .
<br />, � ' -�--' � !21 L]a4it`i EPLei o�r+EGnoN 4x6 Pr HFR2 P�5r � �t �o wasNER5 0 3�• 5�-Q�� �3•,4n 5•-4� y,�
<br /> �d 2 W i�i d P r e s s u r e W e � 2 4.1 5 t A S C E��i U r e 2 8.6-9 a c r ta+e�s�o a€E•c s.e.u z , o i.�nr'�oar-�cr,e n c��a �'4' S''�� -
<br /> � , � � � . f,'� TaE•iWiLEU iP bEwi�+e PA[)5 ' ; -� .
<br /> Inferior U�Jind Pressura,Wip= , 16 psf ASC�7�igure 28.6-1 � � �����mA-�s.�� ` F, � `� . �
<br /> k .. • • -• � �
<br /> ' 17,7 4 ` '� j � r�r wa��nn ns�cc3sr�r 4 � I 1-�
<br /> Average 1NFnd Fressure.Wp= . Psf ASC�7 Fi�ure 28.6-1.. , ; ' --� .. a��br.�„�«xs �-�--•-� � ....... t � .
<br /> Exposure Catzgory W �Exposure FacEar,A= 1.21 ASCE 7 Figura 28.6-1 . �aa�za��rks Pr�.z Woor� �c�sr ir�sQ xa� , ' -
<br /> pnn w alur,c�z ar oveit (zfit�.corc.��.
<br /> � GEMEF.n.D t7M 4x6 AxsT Alp PLi:�k�C24'LCiY
<br /> Wind Topagraph'tc Factor, i{z W 1.fl� ASCE 7 Sectian 6.5 . �� NA:CEP T9 2ri� •-Pi NF�2+a0017 PAf7 q 2 OR 3/F7
<br /> Design Wind Pressure, €�w-Wp*l�*IW"fCz.- 18.2 ps� 18C Sectian 3605.3.1 � ;. 2��� �1Fr
<br /> Average Upli£t Wind Pressure, fNup= -49.6 psf • � M l SUPPORT,S�'A�iDRRt7 � MJE.SUPP�RT QPTIOtVAt ' , �/fS- ACCE�S?€R 1701E �8 -
<br /> PRECAST PAb��TAt[. �
<br /> • Seismic: �lpp�r Modue Weight= Q.(�n psf � ka�.:9,n:��� �� .'..s�,�t,��Z:.:�7 � :�,,.:�r�::�� � � - r
<br /> $ase Module Weight= 27.79 �sf - ,, -
<br /> �-�- rl•o sct.:s sHwavrror+a..r� S ' �
<br /> TotallNeight, Wtot= 2T.79 psfi .. r--1;"� r ` - r�e�n.pr�.,,w� �.a�� _ eccc� e'•a" g'°� $'�Q" ... ,� S,.o,�.
<br /> $f3O�1�Qas���o�.152Cj IfE SE ISlTIfC�325f�i� = Q% ' i � F i P � 4x�[nSz Ar PA�S ti• " k�HF.�Y 19D"PAN 4xB HF.r"t MIEK�AN �
<br /> ��
<br /> �ofa�nM `'�'��"�'' Sf�:-3 Pid}5
<br /> . � � . �Wkfb'R.�LR,L97 � .L4_KSTNIU : ' S .YsCK�°TAdS) i.? TfE�1
<br /> • 5o'sl Sita Glass b �_'_.i � � � :c�cr��p�rrn.+�F • � j � 5/Ft-3 PADS -
<br /> --�r------ ' ,a�sca.x s•ao�r "�`�" Fracns:�•:xx.�� `l
<br /> Seismic Cafegory= D f'I�fW t8C 7`able 16'E3.3(1} F`�-sarra-s�n:� �� 3°AD,A.F:�f2%2A' hk �,r�.�rac.pr•,a, ' .
<br /> � � .CAFH:R PAD YiE}d 36 i LdH6 PS lffa2 Y1C-0� 'C� � ,�i T�TI ��I_ _ �
<br />_ Mapped 5pectrai AGceleratians, shorf periads,Ss= 9.5000 IBG�igura 1615 ��rr«�:eo�-�oM,�.n� � P"� � m J � �...� - •• ,"...r - .� - .
<br /> „ �,
<br /> Site Coef#icient, Fa= 1.QQ IBC TabiP 9.fi1S.1.2{9} �c°'^�P�.��
<br /> � 4X4 i'F�5T AF P.V�S �-.
<br /> Max. Specfral Raspo�tse, SIVIS= F�`SS =� 1.5Q 18C�quafion 16�16 2 a NF.pr5r.tr,a w•oc. xm eias�r�s � • .
<br /> Design Spectral f2esponse, 5�5=2I3'S!u�s= � '{.QO 1BCEquation 1�-18 -e w��4v.�,��+ � a�yr:*zr:�o�nr� �v�&.a.'� � � 2�F� �s/�'� z/��
<br /> fRUM 5K1iZTSH5 TO fylAHE.R YV �'J.NPGP.7 2CAM 4r8 Pf HF.'�MI�A1i
<br /> f�esponse Mod'f�cation Coefneienf, R= 4.t}(1 #8C Table 1�77.6 . s�a.��.sz.�cs r�s � �x4 kr�:osr �.��T�,�„�u�s I .
<br /> :a
<br /> �µ_��� Al'TAUt 3%4 PS E�.A7EW
<br /> l�2ter�l Load Faciar, F= (9, Sittgl8 StC��y; 1,1, Z-st4ry; 12, 3-s#oryj 1 ASCE 7-Q5, �2.1�1,8.fi �� m:�Frr�nc��F�w.ir�� � ` � ��`P,�sr+sp,r.�.�•s �ecAsr�tr�xa• � �
<br /> . � � �� rceo p�HV�a ovErr k a x�iea�.r,oNc.?n� �------�
<br /> Tofal Shear, pSf=F SL?S`Nfot/R= 6,95 sf ASCE 7-€�5�qu��lot� 12.14.'f� I s� .. e ��, cEt+�aoN�i�z ni.r:���x•�c� �
<br /> c +
<br /> D i r t�e n s i o n s: �l a m i n a l M o d u#e l.e t 3 g t h, M L= 3 Z f t � �''�•-y c f�_r.w.a�r e�2 w �r�n rcn:Lco zo�x� "�""' ?T h�j?WPGDAAO ` r
<br /> �2od 5Tnr.�-vt.�w �^ 4EN1 NG P_R�dOTE '�7
<br /> . NOtninal Module WidEh, MW= '14,flO ff, \ �� EX7ERlt7R WA�E D�7AEL 7 Mfi7-SPA�[Sf1PPQRT,STR�lDARL1 �A is�fD-SPAN SUPR�R�,OPTIC7NAL ` �';
<br /> �E{��1��_ #u�l�$= Z �$.��• �. � xa�3/t.4�a' f]. s�,..FR:s'y, ..__ FI sea:esr.:�'�u, .. ^.� 21Ff
<br /> Length, L� #Units= 1 32.�0 f�. � ' .
<br /> -., ��-. �.
<br /> 1s#Flaot Wati Nt,= 9,{}0 ft. � -- ravr�.ar,� � ,_ ,W - �, .
<br /> . 2nd FI{. W�II 1-leight, Wht= Q,(}0 ft. �-��--' �sb•�"� r'�v`�'ro�r,�i�°r�n��e `' . � . .
<br /> �� �.���� �. �ou�oa-r�ont �t�N
<br /> Roaf 1-{eight, Rh�= 3 :12 SIo B 3.50 ft. :.:`- i ! w,r�v.ma���c ct�wer.s�ner.e ?,_,_,... . .....
<br /> �Ioor Neight above�iCy, �ht= 3Q irtChes 2.�0 ft ��s�,u� svaez�cc¢ursFvcazr.
<br /> ' wex orn--�^- �� 5ca€e: I/a��-1�-D" 4
<br /> FiI)L'R J015`.1'OE•NA�EED TO '� i P[s"7(Y Wi�i�OD AT FPL71.f71'�T
<br />• 8uildin Hi�aefF, Htc= Rht+Wht+Fhi-i0 1.00 w�v�nn�r�.�.xr �` �-ax�+ana•o�w:°za�nck��n � �
<br /> g +�c B nr.rz aa�rh e�,w p:�xa wao�'r�teAzSzb rc P;rtF
<br /> . 9�clb C7-81 LLCX.K5 p��!Z'4Q}��yY F5'�N7 S 6'OL. � i
<br /> No.Qf�1oar spans pEr modu#e,nfs = � � , o �
<br /> CIB3F C]ISE�IICL�BfW��f3 SUppOC[S, L2�= 84,QQ II1C�12S . +�t:G��rlb'hC.M1>3•Fx<• BE.1RMt5Bit7GK,TWL�Dra ._ • -- a��r�azaut � .
<br /> �:Q REll�f'QpL�9 CdJY.�E7E �- F�AH!PS;05T.
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