HomeMy WebLinkAbout1734 CAMASSIA LN; ; CB973301; PermitBUILDING PERMIT Permit No :
12/10/97 09:38 Project No:
Page 1 of 1 Development No:
Job Address: 1734 CAMASSIA LN Suite:
Permit Type: MOBILE HOME-REPAIR/RENOVATION 2t63 WlW97 0#101 Parcel No: 215-881-06-00 Lot#: c-9RocT Valuation: 0 Construction Type: Occupancy Group: Reference#: Status: Description: TEMPORARY SALES TRAILER Appl i ed :
: POINSETTIA HILL Apr/Issue: Entered By: Appl/Ownr : WESTERN PACIFIC HOUSING 760 929-1600 2385 CAMINO VIDA ROBLE e107
CARLSBAD. CA 92009
Fee description
Enter 'Y' for IS~
P
-------------------
T
Each Coach Set-U
Subtotal * MOBILE HOME TO
CB97 3 301
A9704253
02 m.00
NEW
ISSUED
10/30/97 12/10/97 JM
.oo .oo 120.00
Ext fee
20.00
100.00
120.00
120.00
*** -----
CltvoFcCIRLsBAD 2075 Lns PaImas Dr., Carlsbd, CA 92OO!J (619) 438-1161
- b- = :PERMIT APPLICATION -_
CITY OF CAf3kBAP-B
2075 Cas Palmas Or., Carlsiad CA 92009
l(766r 438-1 161 ,
such work himwif or through hia own employees, provided that such improvement6 an not intended or offered for sale. if, howavw,fhs Cilwg or impmm k
sold within one year of completion, the owndmikkr wilt have tb4urdmofprovhrg that ha did net buiM or improve far the purpma of a&). 0 I, 18 owner of the property, rm exc~~rhre~y contracting with licensed contramorn to cqruct tttu prolrct-(8lc:7(Jw, BUEWW ad kbt.rr*iocu, CO~O: Contractor's Ucenaa Law dow not apply to an oww of property who bull& or improvlu thereon, and contrncts for such projects with contractw(s) li-
pu~1.m to the Contrrctor'r Uewro Law).
0 I-
Business and Professions Code for this rooam; 'e .. -- . I am exempt undw section
3. I ~~~contractedwitt~ the toll~~pemon (mm) toprevidathepmpoeed BanarwtionHndtltk noma /.$dr~.~ ~IWINJ &
numr I ~Xmtncton licanae number)
>k
is.tb rml@nt or futura&gilding
WeARNk~~fi~H MAY nOfBE~f,&?'Yf&E@bfw~T wS kHEfr'dffiSmWW REQUIREMENTS OF THE om- OF EWERQENCY SERVICES AND THE AIR PWUJ~ON CONTROL DISTRICT.
\
WILDING PLANCHECK CHECKLIST
DATE: I )b/1~/~,~
BUILDINGAD RE S: I734 Gu/lrQ%4 hM
ASSESSOR'S PARCEL l'+lUM%>q -K0-.01 , .
PLANCHECK NO.: GB 97 - 3301
PROJECT DESCRIPTION: 5 flee
EST. VALUE:
ENOMBRING DEPARTMENT
APPROVAL DENIAL
The itom you have submitted for review has been approved. The approval is based on plans, information and/or spdicatiis provided in your submittal; therefore any changes to these items after this date, including field modifications, must be
reviewed by this office to insure continued
confomr\cB with gpplicabla codes. Piease miew carefully ell comments attached, as failure to comply with instructions in this report can result in suspension of permit to build.
A Right-of-way permit is required prlor to
construction of the following improvements:
Please see tfib atbched rclrpcrlt of deficiencies
marked with 0. Make necessaly corrections to plans
or speCmcatiom fur cc#npiinoe with applicable cmks and standards. SUM corrected plans and/or
specificatis to this office for review.
By: Date:
' By: Date:
I
ATTACHMEW$, .
Dedication Application
Dedication Checklist
Improvement Application
Improvement Checklist
Future Improvement Agreement
Grading Permit Application
Grading Submmal Ch8ckli
Right-of-way Permit Applicatian
Right-of-way Permit Submittal Checklist and Information Sheet
Sewer Fee Information Sheet
EMH~ElfW4G DEPT. CONTACT PERSON
City of Carlsbad
Name: DavidRidr
Address: 2075 Las Palms Dr., Carlsbad, CA 92009
Phone: (619) 438-1 161, ext. 4324
** I
CFD INFORMAtlON
\I
Pareel Map No:
LOtS:
RaOardation:
Carlsbad Tract:
A4
\- Rev. 913197 e009-7 576 - (61 9) 438-11 61 FAX (61 9) 438-0894
1
@
BWlDING PIANCHECK C)lrECQIST
DEDICATION REQURRMENTS
5. Dedication for all street RigWof-Way adjacent to #e buikiing site and any storm
drain or utility easements on the buiMing Me is required for all new buildings and
for remodels with a value at or exceeding $ , pursuant to Carlsbad
Municipal Code Section 18,40,030.
Dedication required as follows:
P P P
Dedication requid. Please have a register& C%il Engineer or Land Surveyor prepare the appropriate legal description together with an 8 K x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior tb isst~ance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the requked checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax.
Dedication cpmpleted by: Date:
td4PROVEMENf REQUIREMENTS
6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the -
' construction exceeds $ , pursuant to Carlsbad Municipal Code Section 18.40.040.
c,. ""' , '' 1 .) Public improvements required as follows:
Attached pOeaqte find an application fona and submfttal checklist for the pubfic improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit.
Improvement Plans signed by: Date:
P P '66. ConSwUcth "d t)re pubk 4mmments &uy be deferrd pursuant to Carfsbbd
Municipal Cod6 Sectian 18.40. Please submit a recent property title report or
we may prepare thar necessary Future Improvement Agreement. This agreement
must be signed, notarized and approved by the City prior to issuance of a
Building permit.
current grant deed on the property and processing fee of $ so
Future public iriiprovements required as follows:
la, 2"dJ
P P
P P
p/P
P P
6UILDING PLANCHECK CHECKLIST
3*
Q 9. A SMR PERMU is required concurrent with the building permit issuance. The
fee is noted in the fw section on the following page.
0 10. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad
sewer sewice area, you need to contact the Carlsbad Municipal Water District,
located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can
provide forms and assistance, and will check to see if your business enterprise is
on the EWA Exempt List. You may telephone (760) 438-2722, extension 153, for
assistance.
Industrial Waste permit accepted by:
Date:
0 11. NPDES PERMIT
Complies with the Ci's requirements of the National Pollutant Discharge
Elimination System (NPDES) permit. The applicant shall provide best
management practices to reduce surface pollutants to an acceptable level prior to
discharge to sensitive areas. Plans for such improvements shall be approved by
the City Engineer prior to issuance of grading or building permit, whichever
occurs first.
D 12. D equiredfeesamattached Ao fees required
P 13. Additional Comments:
\ L r
(If property in, complete SPECIAL TAX CALCULATION WORKSHEET provided by Building
GFD -1 t OM
z DeqMmnent.1
w r ,*{
Environmentat *Review Required: YES I NO -
. 4, - ~ecrd;; . y-&r <" sen
DATE OF COMPLETION: >
Compliance with conditions of approval? If not, state conditions which require action. '
Conditions of Approval
Discretionary Action Required:
APPROVAURESO. NO.
PROJECT NO.
OTHER RELATED CASES:
Compliance with conditions or approval? If not, state conditions which require action.
Conditions of Approval
I'.
.-
'>
Y qq * . ",ce Ans.*& Fompliance
8 Project site located in Coastal Zone? YES - NO-
If NO, proceed with checklist; if YES, proceed below.
Determine status (Exempt or Coastal Permit Required):
If Exempt, proceed with checklist: if Coastal Permit required, hold building permit until Coastal
Permit issued.
Coastal Permit D8t8mIinatiOn Form already COmpl8t8d? YES - NO-
If NO, complete Coastal Permit Determination Form now.
Coastal Permit Determination Log #:
Folkw-Up Actions:
1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum
Floor Plans).
2) Complete Coastal' Permit Determination Log as needed. --
1. Provide a fully dtrnmsional site plan dd&d to! &&. Show: North &;OW,
property lines, egsements, existing and prop&b sGhres, streets, ex6ting
street improuemartts, right-of-way &ilth, dimensional setbacks and e&ting
topographical lines. I It
S" . a* 2. Provide legal description of property and ass6ssor's parcel nhbei.
.*
Front:
Int. Side:
Street Side:
Rear:
Required
Required
Required
Required
"%
' shown
ShdWh
Shown
Shown
I.
i...
42 2. Lot Coverage: Required Shown
3. Height: Required .- Shown
f 3. 4. Parking: Spaces Required Shown '* I ?\
i- Guest Spacss Required Shown %\? 1 , 1 * I. \-
', '1 ' *-c
Comments
OK TO ISSUE AND ENTERED APPROVAL INTO COMPUT
I
DEC-09-97 TUE 17:26 CITY OF CARLSBAD COMM DE FAX NO. 4380894 Y, 02
member 9,1997
Western Pacific Housing
2385 Camina Vida Roble, Suite 107
Carlsbad, CA 92909
Attention; Christopher Bunce, Project Evlanager
SUBJECT: CT 93-03 - POINSETTIA HlLLS TEMPORARY USE FACILITIES
'Re Community Development Division has APPROVED your request for 8 temporary
sales trailer subject to the following conditions:
1. The project (temporary des der) must apply for and receive building permits.
t. Signage shall be resuicted to two signs totaling a maximuxn combined area of 48
square feet. No banncrs, inflatable or prohibited sip will bc allowed.
3. This approval will become null and void if building permits arc not obtained (issued)
within six months of the date of this letter.
4. The temporary Balm trailer shall be mmovd within one year f'rern the date of this
letter or when st permanent or other sales ficility is occupied, which ever is the
earliest.
You may appeal any part of this action by filing R lettcr with the Community Development Director within IO days of the date of this Idtor. If you,have any questions
regarding fhis approval letter, please do not hesitate in contacting me.
Assistant Planning Director
c: PlannillgDirector
Senior Building Lnspector, Peterson
Associate Planners, Grim and Munoz
I
2075 Lab Palmas Dr, Ca&b?d, CA 82008-1 576 0 (760) 438-11 61 FAX (760) 438-0894 @
FWATION PtaNs
FOR:
F1- COW SHEET
F2-oEMuw.pKlTEs
f3 - HEDRA-x UNIT DETAIL
F4 - FOUNDAM PUN
FS - SC"L€ FOR HEDRA-X UNITS
F6 - FOUNDATION DETAILS
1 .) FOUNDATION DESIGN LOADS:
ROOF LIVE LOAD = 20 PSF
WIND LOAD = 17.4 PSF ( 70 MPH, WC')
FLOOR LIVE LOAD = 50 PSF
SElSMlC ZONE: 4, If1 .O
2.) ALL WORK SHALL CONFORM TO 1994 UBC AND/OR LOCAL BUILDING CODES.
3.) SOIL BEARING CAPACITY ASSUMED TO BE lo00 PSF OR 1500 PSF. (SEE SHEET F4)
4.) THIS DESIGN IS BASED ON THE FLOOR & ROOF ASSEMBLIES ACTING AS CONTINUOUS
DIAPHRAGMS TO DISTRIBUTE LATERAL LOADS. REFER TO BUILDING MANUFACTURER'S
INSTAUATION INSTRUCTIONS FOR PROPER INTER-MODULE CONNECTIONS.
5.) ALL LUMBER IN CONTACT WTH OR WITHIN 6" OF SOIL TO BE PRESSURE TREATED.
(PRESSURE TREATMENT WALL BE PER AWA STANDARDS C2, C9 FOR GROUND CONTACT).
6.) ALL FASTENERS USED IN FOUNDATION MUST &E CORROSION RESISTANT.
(ALL FASTENERS USED IN PRESSURE TREATED MATERIAL TO BE STAINLESS STEEL).
7.) ADJACENT GROUND SURFACES SHOULD BE SLOPED AWAY FROM SlRUCTlJR€ AT
1/2" PER FOOT FOR A MINIMUM DISTANCE OF 4 FEET. DRAINAGE OF SURROUNDING
AREA SHALL BE PROWDED TO PREVENT ACCUMULATION OF SURFACE WATER.
8.) SKIRTING (IF USED) MUST BE SELF SUPPORTING AND MAY NOT TRANSFER ANY LOAD.
MOBILE MODULAR coRp&~$~ WAG M
2500 M NE., SAN URENZO. CA 94580 770 UcGRATH ORNE. CCRONh CA 91720
9.) IF SKIRTING IS USED, UNMR FLOOR AREA MUST BE VENTILATED AT ONE SQUARE
FOOT FOR EACH 150 SQUARE FEET OF FLOOR AREA. OPENtNGS MUST BE COVB?ED
WITH CORROSION RESISTANT MESH WITH OPENINGS OF 114 INCH.
10.) IF SKIRTING IS USED, PROWDE AN ACCESS OPENING WITH DfMENSIONS NOT LESS THAN 18" X 24".
11 .) AVERAGE HEIGHT OF FINISHED FLOOR ABOVE GRADE SHALL NOT EXCEED 36'.
12.) ALL UTIUTY/RAMP/STAIR DESIGN AND SMlLIM/GRADING DESIGN BY OTHERS.
13.) PRECAST CONCRETE / STEEL FOUNDATION UNITS TO BE ARE HEDRA-X SERIES 200
AS DESIGNED, TESTU), AN0 MANWACTORED By DIE-WIC FABRICATION, INC.
(CALIFORNIA HCD CERTIFIED EARTHQUAKE RESISTANT BRACING SYSTEM - LISTING
NUMBER 96158)
14.) HEDRA-X UNITS AND WOOD PADS SHALL BE FIRMLY SET UPON A LEVEL SOIL
SURFACE SUCH THAT REASONABLY FIRM BEARING IS ACHIEVED.
15.) IF DIFFERENTIAL SETTLEMENT EXCEEDS 1/4', THE PIERS SHALL BE RE-ADJUSTED
TO PROWOE PROPER SWPORT.
18.) STEEL PIERS MUST HAVE A MSlGN CAPACI'TY OF 4aM) LBS UNLES NOTED.
--- -. GENERAL NOTES
17.) ALL UTILITY CONNECTIONS AT ENTRANCE TO BUILDING TO BE MADE WTH FLEXIBLE
TYPE CONNECTORS.
ROO3 JOISTS
CLAMP OUTiWSER TO h!AIN 8E4M FLANGE
VIERATION REStSTENT NUT
1 1/8" - 7 HEX NUT
TS 2 1/4x2 1/4x11 GA. (.120)
CONCRETE PAD
14 GA. MESH
..
END VIEW
PLAN VIEW
VERT. LOA0 I CAPACITY = I 6660 LBS
.,
.12c
"H" UNITS
I CABRILLO COLLEGE LIBRARY
- - -1 It
it I t I I I
"I r
.. . , . 'v .I
i-
Exterior
Modules,
Hedra-X
Units at
Each Main
Rail
SCHEDULE FOR HEDRA-X UNITS
Outside
Chassis
Main Rak
Inside
Ch-
Main Rails (2)
41 '-SO' @ 31415
(1) Mfnimum one steel pierfwd pad assembly required between Hedra-X units.
(2) For 2 and 3 module buildings, add one Hedra-X unit near center. The
(3) Maximum number of building modules without Wedor shearwalk
(4) Center moduleof Smodule building does not require any Hedra-X units.
(5) The minimum number of modules in a complex is 2.
othertwo units must be near ends.
1.
2.
3.
4.
HEDRA-X SPACING CRITERIA
The number of Hedra-X dts must confarm to the schedule shown above.
The maximum spacing between any Hedra-X unit and the adjacent pier shall not
exceed the schedule shown on sheet F4.
Hedra-X Units shall be placed approximately unBxmly along the Iength of the
building module.
Each Hedra-X unit must be placed no more than IO" from a chassis cross member or have a 1 %" x 1 ", %" x H" an@ outrigger as shown on sheet F-3. ._
PAGE h
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n & Y
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TABLE OF CONTENTS Commercial Coach Complex
Foundation System
ITEM SHEET
DESJON LOADS 3
DESIGN METHODOLOGY
LATERAL DESIGN
Hedre-x capaefty
Hedre-X Quantities
4
11
16
APPENDIX A01
..
DESION LOADS
A)QmdLords
1 .)Roof
2.)Floor
3.)Exterlor Walk
4.)Partitian Load
8.) Live Lords
1 .)Roof
2.)FW
8.)wind:
4.)Sdsmk Zone: 4
mn-m
cecq qs I -GwW(qs)(o
1.06 1.3 12.6 1.0 17.4
1.06 0.8 12.6 1.0 10.7
1.06 1.2 12.6 1.0 16.0
D8sbn B88e Shear
2 1 c RWV=(o(f)( cyRw)(w)
0.40 1.0 2.75 8 0.183
I;
Y
. .. .
r:
, DESIGN METHODOLOGY .'
The Hedn-X"J Permanent Foundation and Lateral Lord Bracing System
kas bccn developed primarily for application to the modular building industry.
The.individua1 units consist of pairad precast concrete pads which are set
upon level ground. They are connected by,? steel frame and tho vertical support
tube, which connects to tho bottom of the thastis beams to provide support
Height is adjustable to accommodate varying heights of the building modules
above ground, up to a maximum height of 3'06" to the floor. ,They are placed
under the st001 chassis beams, which run longftirdlnally unher the buiiding
modules (two under each building modulo) and support tho floor framing of tho
building module. :.
Tho Hedra-Xunits are the rorutt of an Intensive developmant and testing
progra-m, and have proven highly effecthe In bndng modular buildings agains t
wind and seismic forces, as well as acting as a permanent foundation.
The bask structural principal of tha Hedm-%system is to resist lateral
forces, which are appiiod at the point of connoctfon at the bottom ol UIu chassis
beam, by resistance to overturning. When P lateral force is applied, such as
from wind or seismic, there is a simultaneous vdcal dead load which provides
the stability against overturning. Vertical dead load to one Hedro-Xunit may ba
greater than the tributary area, since at incipient overtuining; a groator fength of
steel chassis beam would need to be uplifted before overturning could occur.
This is shown in the calculations. Coefficient of fn'cffon at the base resists
sliding.
modules wide, and can consist of mulffpfe attached modules. This design is for module fangths from 30 feet to 60 feet For otherconflgurttions, supplrrnonhry calcutittons can bo provided.
such quantity to resist tho lateral forces for the padcular configurttfon ot building rnodulos. Tho rddltionrl founda tion support is provided by adJu?able
steel piers which rest on pressure treated wood pids. There are pltcod at
specified intervals undeq the chassis beams to provide support betwoen the .. Hedn-X units. Thu spaclng and quanff ty raquirernents are shown on tho
Foyndrffon Plan and Schedufa, sheets F4 and F5.
used to brace In both the transverse and longitudfnaf orientation of the bulldlng
modular. When a number of the modules are attached sfdo-to-side, wind 8nd
relsrnlc forces ponlieI to (he long axls of the modules tro trmriemd, 8t the root
level, across the roof diaphragm to the and wak, where the forces then go down
to tho floor diaphragm far distribution to the various Hednr-Xunits. Tho modufes
are so attachad that roof and floor dlaphrtgmr and boundary chords diatributo
loads to the He$m-Xunils.
I
For this design, the hvelvo foot wide buiidiig modulas'must be at teast two;
The Hadro-%units am not tho sola vartlcal suppoh They am usod in only .
.
Since the Hedrr-Xunits provide lntonl support from any dlrecffon, they are
..
a.
..
..- I .* ...
vs '8 I' ' ... . ." Ib.
.. ... . .. . .
.. . .. . . .. ... . 1.
7
. . -. .
.. 9
.. . .-... .
..
.. . .
..
! ... .
#* '.
$" . 1 ..
L. ..
..
L.1 .. . -. I
, .. , .*
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.
It
c .. a' ..
.
.. ..
..
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.,. .. ..
I
--
..
.
..
LATERAL RESTRNNT OESION
(24' Wide Building)
Input-
Oedgn wind Pressure: (P)
Seismk Load Factw. (SI)
ROOfDepdLOad:(FW)
Floor Dead Load: (Fa
Exterbr Wall Dead Load: 0
Roof Live toad used in seismic
calculation: (RI)
PartWon Load used in 8sfgmic
celculatlon: (Pd)
FlooruvOLoedwedifl~iC
cakuwion: (n)
MWllaneour, Lo- (MI)
Building width: (0)
Exterior Walt Height (ti)
Roof Dopol: (R)
FloorDepth:(F)
ski~~wndatronI.kigm:(s)
Latemd Design Capsclry of ResWnt About
Lateral Design Capgcrty of R&mM About
MInorAxis: Vy
M*Axls:WC
17.4 psf
0.183 W
epsf
8W em
ow
Oh
23.67 fW
8 feet
2-
0.67 feet
2.33 feet
700 Ibe
I
c
LATERAL RESTRAINT DESIGN (cont.)
a
40
8237
7503
8237
731 0
7%
7!%3
10
11
50
10298
ezQ0
10296
731 0
9298
8298
12
14
60
12356
11033
12358
731 0
11033
11033
14
16 (oovems)
z c
17.4 psl
0.183 w
8Paf
epsf
8-
2faet
0.67 fee(
233 feet
700 Iks
I
4 ?
LATERAL RESWNT ESGN (ant.)
Building Length: Q (feet)
B##r shear Dust0 Wnd:
VW= P x (R + F + H + Sn) xD @s)
Base Shear Due to Selsmic Loaclhng: (Ibs)
Governing Longitudinal Base Shear. 0 (Ib)
40
8237
9848
9849
0747
8849
$848
11
15
so
10296
12104
12104
0747
12104
12101
14
18
60
12356
1458
1458.
8747
1-
14358
16
21 (Wm)
ow
0 Ibs
59.17 feet
8 feet
2 faet
0.67 f@8t
2.33 feet
700 Ibs
LATERAL RESWNT bEWN (cat)
Building Length: (L) (feet) 40
Bu8emttatI)uetowind:
Base Shear Dw, to setsmlcw: @s)
W = P x ( R + F + H + S/Z) x D @e)
oovemlng ~Udind Base Sheae 0 (lk)
12185
121 37
12185
50
10298
14912
14912
12185
14912
14912
17
22
60
12356
17686
1 7688
12185
17688
17m-
c
1 P
LATERAL RESTRAtNT DESIGN
(72 wide Building)
Input Dlfr:
Design WindPressum: (P)
Seismic Load Fador: (SI)
Roof Wad Load: (Rd)
Floor Dead Load: (Fd)
Exterior Wall Dead Load: 0
Roof Live Load used in Sehk
calculation:
Partition Load md in Selsmic
calcutation:(Pd)
Floor Live Load usedin seismic
calailetion. (FI)
Miscsllaneous Loads: (kat)
Building Width: (0)
f3derior Wall Height (H)
Roof Depth: (R)
Floor Depth: 0
~~nQIFou-wmm
LateraiDesigneapeclaydReJtraintAbout
Lateral Design Capadty of Restraint About
MinorAxis:
M8jorAxkvx
om
OW
71 fset
8 feet
2m
0.67 fset
2.33 feet
700 Ibs
..
17.4
ow
Ob
1 82.83 fest
8-
0.67 fee4*
233 feet
2- *
700 ib6
‘t , ‘:
LATERAL RESTRAINT DESSN
(W we Building)
hput ma:
Oesign Wind Prsssure: (P)
seismic Load Factor: (Sl)
Roof Dead Load: (Rd)
Flow 08ad Load: (M)
Exterior Wall Dead Load:
Roof Live Load w8d In Seismic
Cakulation: 0
PartltionLoadusedinWsmic
csiculatkn: (w)
Floor Live Load used in $eb#nlo
Cakdatbn: (F9
lUiscdlaneorwLoads:(Ml)
Building WMm (0)
Medoc WaU HMW. (H)
RoOrDepth:(R)
Floor Depth: (F)
=ng/FoundatlonHdght:m
Lateral mn cepacity ofRe@mfnt About
Lateral Design Capadty of Resznrlnt About
MinorAXkvy
MagwAxls:vx
ow
OW
94.67 feet
8 fa
2feet
0.67 rcwt
2.33 feet
700 w
LATERAL RESTRAINT DESIGN (conk)
Building Length: (L) (feet) 40
EkeShsarDuetoWlnd:
Vw= Px (R+F +H +W)xD(Ibe)
Bww, Shear Due to S&mk Loadkrg: (tb6)
1WS
18988
Governing Longhudinal Base Shear: (Ibs) 19495
50 80
10296 12356
19495 19485
23331 27665
23331 27m
Irc 1 .
HEDRA-x System 100 is o singular total concept system that Provides permanent foundatioi support combined with integral "built-in" bracing to resist high wind, and with seismic desigl DOUBLE Uniform Building Code standards for COnvmtional site-built homes and structure:
System 100 has been extensively field tested on soil, because manufactured homes are
The desfgn is simple and compact, Yet InCorpOrateS the fecltures important to the manufac tured home seller, installer, and user. .\ .
-
invariably set on soil. .*
AU OIREcTio1\vu WTHQUAKE AND WINO 6RACtNG SYS'ZFtW
340' EFFK=TM
8 SpterncanbetoWlypre-setat* or installed rbr home is delivered
8 Any component can be placed by one worker
= S stem 100 m~idify adopts to o&er sub Ibor sbuctwcs, as well as chassis beams
8 Load distribution frame is of heavy duty steel constntctlon
8 Exceibnt friction agalnrthtsnl moV+ ment
poper sea- in soil
8 Only concrete touches the soil
8 Stfucturatfyto~edbaseboIoom g U~Q kssmbly a4-b to all size I-8epms
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