HomeMy WebLinkAbout1250 CARLSBAD VILLAGE DR; ; CB053695; Permit1Y-29-2005
City of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
Mobile Home Building Permit Permit No
Building Inspection Request Line (760) 602-2725
CB053695
Job Address
Permit Type
Parcel No
Valuation
Occupancy Group
# Dwelling Units
Bedrooms
Project Title
1250 CARLSBAD VILLAGE DR CBAD
MONO Sub Type' INSTALL Status ISSUED
0000000000 Lot # 0 Applied 10/27/2005
$0 00 Construction Type NEW Entered By SB
Reference # Plan Approved 11/29/2005
0 Structure Type MONO Issued 11/29/2005
0 Bathrooms 0 Inspect Area
DOVE LIBRARY MOHO INSTALL
Applicant
DALE SCHUCK
Owner
405 OAK AVE 92008
434-2949
Mobile Home Issuance Fee
Earthquake Bracing Fee/
Coach Setup Fee
Cabana/Ranada Fee '
Private Garage Fee ! '
Awning/Carport Fee;
Porch Fee t
Fence Over 6ft , „
Other Building Fee ? /
Building Permit s
Plan Check ;
Park in Lieu Fee
Bridge Fee
Pot Water Con Fee\
Meter Size (
Add'l Pot Water Con Fee
Reel Water Con Fee ",
Meter Size
Add'l Reel Water Con Fee
$000
$000
$000'
$000
$000
$000
$000-
,$0 00
$000
$000
$000^
i$0'00
'$0 00
$0 00
.$060.
$000
$000
Meter Fee V -> % \ }
SDCWAFee" ^ '* ,
CFD Payoff Fee x \ <"
PFF,(3105540) \ 's
PFF (4305540) , %
(
License Tax (3104193) / \
LicenseTax (4304193)
Traffic Impact Fee (3105541.),
Traffic Impact Fee (4305541);
Plumbing,Fe~e „- v i
Electrical Fee - •"-"" ~~* . ^
Mechanical Fee "(' <> \ ~ - ,
Housing Impact Fee,^ ' / '
Housing lnLie*u Fee.'' / /
Housing Credit Feet. / ,
Master Drainage Fee
^Seyver Fee
^AdditionalPees ^ ,,
TOTAL'PERMITTEES . o
$000
$000
$000
$000
$000
$000
$000
$000
$000
$000
$000
$000
$000
$000
$000
$000
$000
$000
$000
Total Fees $0'00 Total Payments To Date'$0 00, Balance Due.$000
IN STORAGE
ATTACHED
Inspector
FINAL APPROVAL
Date 1 Clearance
NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively
referred to as "fees/exactions" Y<ju have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must
follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for
processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack,
review, set aside, void, or annul their imposition
You are hereby FURTHER rOTIFIED that your nght to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity
changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any
fees/exactions of which vou have previously been aiven a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired
PERMIT APPLICATION
CITY OF CARLSBAD BUILDING DEPARTMENT
1635 Faraday Ave , Carlsbad, CA 92008
FOR OFFICE USE ONLY
PLAN CHECK NO
EST VAL
Plan Ck Deposit
Validated By
Date
Address (include Bldg/Suite #)Business Name (at this address)
Legal Description
Assessor s Parcel #
Description of Work
Lot No Subdivision Name/Number
— > Existing Use ^
SQ FT #of Stones
Unit No Phase No
Proposed Use
# of Bedroorns
Total # of units
# of Bathrooms
Name Address ' s' City State/Zip
S'UIFAPPUCANTI * ^P'Comracfor/' i8E3-Agent!for'ConjractoS*H Cfewner, ^GS^em for!Owner,, < ^"1" !B8 f1 iC'l B^lCLUlC
T)rt(-<r jq. <Lr^iJ^J^ tJ^^^^i^ /A^iJt^' C^jLJ>BaH> rw-
Telephone #Fax
Name Address City State/Zip
f PROPERTY OWNERS -"f^^, P/^W.X,
C'T-7 O/ CfA-^.^St*U^
Name Address City State/Zip Telephone #
(Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its
issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law
[Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged
exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500])
Name
State License #
Address
License Class
City State/Zip
City Business License #
Telephone #
Designer Name Address City State/Zip Telephone
State License # _
'6 ( S* WORKERS', COMPENSATWlOf.V'j I « "16 <t! • L!!!^S^I"&$ 4 ' <* « ^ 'S ?>', / « ICMTT ' ""H'iS?1 H'1?' r « 3fcU( "f1 >ll! > «"!i t ^™^ ,< (i "if .1 '.>,! if™"'11 T^- * <"J!
Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations
Q I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance
of the work for which this permit is issued
Q I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued My worker's compensation insurance carrier and policy number are
Insurance Company _ Policy No _ Expiration Date _
(THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$1001 OR LESS)
Q CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as
to become subject to the Workers' Compensation Laws of California
WARNING Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred
thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees
SIGNATURE DATE
I hereby affirm that I am exempt from the Contractor s License Law for the following reason
CD I. as owner of the property or my employees with wages as their sole compensation, wiil do the work and the structure is not intended or offered for sale
(Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does
such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is
sold wttnTn one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale)
\&r I. as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code The
Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed
pursuant to the Contractor's License Law)
Q I am exempt under Section _ Business and Professions Code for this reason
1 I personally plan to provide the major labor and materials for construction of the proposed property improvement Q YES O^O
2 I (have / have not) signed an application for a building permit for the proposed work
3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number)
4 I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone
number / contractors license number)
5 I will provide some of the work, byfj haye contrao^sd (hired) the following persons to provide the work indicated [include name / address / phone number / type
of work)
X PROPERTY OWNER SIGNATURE
/ \lC(3MPjJEfE!THIS
DATE
PERMITS ONLY™ < 4 ' "!'"' !!! ^'T .4(4$ . Uv . *! !'',, M '•'«', '
Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention
program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Q YES [&^NQ ^
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or aij^quality management district? Q YES EJ NO
Is the facility to be constructed within 1 ,000 feet of the outer boundary of a school site? Q YES B**NO
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE
REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT
8,;j{,CONSTRUbfiON!LENDINGtAGENdY; ^ ^ i I Tf JlXL* ,"„" -TV ITSF,' "IM «\>l^\F$ "'^S^iJP, ^,Yr',"-! J ' C SL=L j.^jl.Ml^'™ 'a
I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097|i) Civil Code)
LENDER S NAME LENDER'S ADDRESS __
1 certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all
City ordinances and State laws relating to building construction I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned
property for inspection purposes I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES,
JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT
OSHA An OSHA permit is required forfexcavatiOi
EXPIRATION Every permr/fssuSd b/tjie
authorized by such permit i/not con/iierjc
at any time after the work
APPLICANT'S SIGNATURED
is over 5'0" deep and demolition or construction of structures over 3 stories in height
5^dial under the provisions of this Code shall expire by limitation and become null and void if the building or work
3o days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned
BO days (Section 106 4 4 Uniform Budding Code)
DATE
WHITE File YELLOW Applicant PINK Finance
City of Carlsbad Bldg Inspection Request
For 07/13/2006
Permit# CB053695
Title DOVE LIBRARY MOHO INSTALL
Description
Type MOHO Sub Type INSTALL
Job Address 1250 CARLSBAD VILLAGE DR
Suite Lot 0
Location
APPLICANT DALESCHUCK
Owner
Remarks
Inspector Assignment TP
Phone
Inspector
Total Time
CD Description
79 Final Mobile Home
Comment
Requested By CW
Entered By BINSPECT
Comments/Notices/Hold
Associated PCRs/CVs Original PC#
inspection History
Date Description Act Insp Comments
12/22/2005 11 Ftg/Foundation/Piers AP TP
12/22/2005 34 Rough Electric PA TP
PLANNING/ENGINEERING APPROVALS
PERMIT NUMBER CB
ADDRESS
DATE
RESIDENTIAL
t RESIDENTIAL ADDITIOt* MINOR
!< $10.000.00)
TENANT IMPROVEMENT -
PLA^A CAMINO REAC . ^ .
*Ji.i .\-f
». b
CAR15BAD COMPANY STORES
VILLAGE FAIRE
<.
COMPLETE OFFICE,BUILDING-
OTHER
PLANNER^
ENGINEER
DATE
DATE //.
JFs e s
I I i
ODD
Plan Check N
Planner
APN:
PLANNING DEPARTMENT
BUILDING PLAN CHECK REVIEW CHECKLIST
Address
Phone (760) 602-
Type of Project & Use:
Zoning: _ fl f^" General Plaft
CFD (in/out) #_Date of participation:
Net Project Density:.DU/AC
Facilities Management Zone:, /
Remaining net dev acres:.
Circle One (For non-residential development: Type of land used created by this
permit: )
legend: S Item Complete Q Item Incomplete - Needs your action
Environmental Review Required: YES '. NO ~_ TYPE
DATE OF COMPLETION:
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval: __
Discretionary Action Required:
APPROVAL/RESO. NO,
PROJECT NO.
OTHER RELATED CASES:
Compliance with conditions or approval? If not, state conditions which require action.'
Conditions of Approval:
Coastal Zone Assessment/Compliance
Project site located in Coastal Zone? YES NO
CA Coastal Commission Authority? YES NO
If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103,
San Diego CA 92108-4402; (619) 767-2370
Determine status (Coastal Permit Required or Exempt):
Coastal Permit Determination Form already completed? YES NO
If NO, complete Coastal Permit Determination Form now.
Coastal Permit Determination Log #:
DD
Follow-Up Actions:
1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans).
2) Complete Coastal Permit Determination Log as needed.
Inclusionary Housing Fee required: YES NO
(Effective date of Inclusionary Housing Ordinance - May 21,1993.)
Data Entry Completed? YES NO
(A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N,
Enter Fee, UPDATE!)
Site Plan:
RevSYDI
DO
O
1* Provide a fully dimensional site plan drawn to scale. Show:. North arrow, property lines,
easements, existing and proposed structures, streets, existing street improvements, right-of-way
width, dimensional setbacks and existing topographical lines (including all side and rear yard
slopes).
2. Provide /egaf description of property and assessor's parcel number.
Policy 44 - Neighborhood Architectural Design Guidelines
S PI PI 1- Applicability: YES. NO
D n ? Pmlerf complies YES NO
Zoning:
] D D ' 1- Setbacks:
U Front' ' Required
v Interior Side: Required
Street Side: Required
Rear Required ,,
Ton of slope: Required _
iCUD 2- Accessory structure setbacks: .
ij - Front: Required . ,
\ Interior Side: Required
\ Street Side: Required ,
\ ' Rear " Required
Structure separation: Required
D r— I 3 lot Coverage: Required
P n 4 Height: Required
?N~1 Fl 5 Parking- Spaces Required
^f \ "• *"^\ (breakdown by uses for commercial
RpRirientipl Ruest Spaces Required ,
D n AHriitinnal Comments tGfapQtybfct M C
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STRUCTURAL ENGINEERS, INC.
921 EAST WHITTIER BOULEVARD
LA HABRA, CALIFORNIA 90631
562-697-7304 • FAX 562-691-2020
MEMBER STRUCTURAL ENGINEERS ASSOCIATION OF CALIFORNIA - AMERICAN CONCRETE INSTITUTE
CALCULATIONS FOR
TMP SERVICES
425 S RANCHOAVE
COLTON.CA 92324
PROJECT
050169
CALCULATIONS FOR STANDARD
RAMP, LANDINGS & STAIRS -
4'-3" X 6'-0" & 5'-0" X 6'-6" MODULES
WITH 200# POINT LOAD AT HANDRAILS
2001 CBC
DESIGN SPACE
2235 ENCINITAS BLVD , STE 111
ENCINITAS.CA
PO#1205Ao
LICENSE EXPIRES 6-30-2006 DATE MARCH 15, 2005
PROPRIETARY DESIGN THIS DRAWING AND THE MATERIAL CONTAINED THEREIN ARE THE PROPERTY OF EXL
STRUCTURAL ENGINEERS, INC AND SHALL NOT BE REPRODUCED, COPIED OR OTHERWISE DISPOSED OF
DIRECTLY OR INDIRECTLY AND SHALL NOT BE USED IN WHOLE OR IN PART TO ASSIST IN THE MAKING OF OR THE
PURPOSE OF FURNISHING ANY INFORMATION FOR THE MAKING OF DRAWINGS, PRINTS, APPARATUS OR PARTS
THEREOF WITHOUT THE FULL KNOWLEDGE AND CONSENT OF EXL STRUCTURAL ENGINEERS, INC ALL PATENTABLE
MATERIAL CONTAINED HEREIN AND ORIGINATED WITH EXL STRUCTttERS, INC ShALL BE THE PROPEKCLOF
EXL STRUCTURAL ENGINEERS, INC
921 EAST WHITTIER BOULEVARD
LA HABRA. CALIFORNIA 90631
STRUCTURAL ENGINEERS, INC. 562-697-7304.FAX 552-691 -2020
MEMBER "STRUCTURAL ENGINEERS ASSOCIATION OF CALIFORNIA • AMERICAN CONCRETE INSTITUTE
TMP SERVICES
STANDARD RAMP & LANDINGS
PC PLAN
INDEX
TITLE ' SHEET NO
CALCULATIONS FOR 4'-3" WIDE SECTIONS 1
CALCULATIONS FOR 5'-0" WIDE SECTIONS 5
CALCULATIONS FOR STAIR MODULE 7
CALCULATIONS FOR OPTIONAL ALUM PLANKS 9
CALCULATIONS FOR HANDRAIL VERTICALS 13
HORIZONTAL FORCES 14
AISI EXCERPTS ' 15
STRUCTURAL ENGINEERS, INC.
921 EASTWHITTIER BOULEVARD
LA HABRA, CALIFORNIA 90631
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Title
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Description
Scope '
Built-Up Section Properties
Date 1 45PM. 15OCT99
Page 1 ,
Description ALuiflofck
General Information 1
Type
#1 Rectangular
#2 Rectangular
#3 Rectangular
#4 Rectangular
#5 Rectangular
#6 Rectangular
#7 Rectangular
8 Summary •-
Total Area
X eg DIsL
Y eg Dist
Height
Height
Height
Height
Height
Height
Height
1 313 m2
3 10 in
1 09 in
0125m Width 6 000 in
1250m Width 01 25 in
1 250 in Width 01 25 in
1250m Width 0125m
0125 in Width 0 250 In
01 25 in Width 0250m
0125m Width 0 250 in
Ixx 0 31 in4
lyy 5 04 m4
Edge Distances from CG
+X 2 965 In
-X -3 098 in
+Y 0406 In
-Y -1 094 In
Xcg
3 000 In
0 500 in
3 2'50 In
5 938 in
0 500 in
3 250 m
5 938 in
r xx
ryy
Sleft
S right
Stop
S bottom
Ycg
1 438 in
0 750 in
0 750 In
0 750 In
0 063 in
0 063 in
0 063 in
0 483 In
1 960 In
1 627 in3
1 700 m3
0 753 in3
0 280 In3
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BOLTED CONNECTIONS
TABLE V-<1 5(A) Allowable Loads, in Kips for
Din Aioa Slu-.ir Slieai
Vi 0 0)01 0 4') 0 OS
H 0 1101 ' 1 10 221
V4 0 l%3 1 % 3 9'1
H 03003 3 07 (i 14
V, 04418 442 881
% OCOU G01 1203
1 0 7851 7 85 15 71
A307 Bolts (Shear =lOksi)
UKARIN'G VALUE (kips)
F,,
UIM)
1 ,50 x <5t
1 35 x Gl
I 00 x GC
1 GO x 51
1 35 x GCi oo x r.i
1 50 x 51
1 35 x 51
I 00x5f
1 50 x fi(
1 35 \ gf
1 00 v g/
1 GO x Gf
1 35 x 50
1 00 x 50
1 50 x 50
1 35 x 50
1 00 x 50
1 50 x 50
1 35 x 5C
1 00 x 50
THICKNESS (m)
(} (12 1
U-J5
(140
0 .30
OG8
001
0 15
000
081000
1 1-i
1 01
075
1 35
1 22
fl'10
I 58
142
1 05
180
162
120
TABLE V-4 5(8) Allowable Loads in
'/. 00191 „ 1 47 " 2(H
--
.
1* t) IK'I .} ')! t>62
'
i' 0 1<J',3 5 89 11 78
"
tt 031'OS < "920 J Ul'll
y, i> 1113 ri :*,> 20,51
tt A(.«-I » IT I H 01 1
1 0 ,«1I ZtW 17 12
I GO x 50
1 35 x 5'.
I 00 x fiO
J 50 x 50
1 3" x lu
1 00 x GO
1 50 x 50
I 'ft) v 5i
I (10 \ GO
1 5') x Go
1 35 x 5U
1 00 x 50
1 50 x V' 35 x GO
! 00 \ GO
I V) x GO
1 15 s 10I/O \ Mi
1 SO \ r>0
1 35 x 10
I 00 x 10
045
0 10
0 30
OG8
001
0 15
090
081
0 60
1 12
1 01
075
,1 15
122
0 'l'|
1 53
f 1"1 Hr,
I SO
1 02
1 20
0 030
050
051
038
081
070
056
1 12
1 01
075
1 41
1 26
O'M
1 69
I F2
1 12
1 97
J 77
1 31
225
202
1 50
Kips for
0Gb
051
038
,(KSi
0 7G
OGC
1 12; 0107,5
• 1 4 1 '
1 26
001
1 09
1 52
1 12
1 ')/
1 77
1 31
J 25
2 02
I 50
0 03b
01.8
001
0 15
1 01out008
I 351 22
OVO
} 09
1 52
I 12
202
1 82
1 J5
236
2 13
1 58
270
243
I SO
A325
OCS
001
0 S5
1 01
-O'U
008
1 3)
1 2J
090
bf»
52
12
02
82
35
J '0
2 13
1 5,-i
> -f(j
24}
1 SO
0018
0!W
081
000
1 35
1 22000
I 80
1 02
1 20
225
20.'
• 1 GO
2 70
241
1 SO
3 15
281
2 10
3 GO
32-1
240
Bolts •
000
081
000
1 35
1 22
000
1 00
I 01'
i 2D
225 -
202
] 50
270
2 13
1 SO
3 15
2 HI
2 10
,'/ G'l
321
2 10
o ni.,o
! 12
1 01
075
1 69
1 C2
1 12
225
2 02
I 50
281
2 53
1 J!8
3 38
Mil225
391351
202
450
4 05
300
0 075 0 105
1 41 1 97
1 26 1 77
094 131
211 2 %
1 SO 2 GO
141 I Of
2 81 3 94
2 53 351
1 fiS 2 62
3 52 4 92
3 10 4 43
231 3213
422 591
3 80 5 32
281 3!U
4 92 fi 89
4 43 G 20
3 28 -1 5' >
5 02 7 83
5 OG 7 O'J
3 75 5 25
Threading Excluded
1 12
1 01
0 75
i (>y
I 52
I 12
225202
J 50
2 SI'•* r.3
i 88
338
,10-1
2 "5
101
! 51
202
1 V>
1 '13
'] 01)
TABLE V-4 5(C) AllowablD Loads In lOps for A325 Bolls » Threading
M 00191 1 03 206
V* (i 1 104 232 1 01
14 0 1%3 | 12 S21
H 030L8 0 11 12 H8
Vt 04118 928 18 5b
Vk 0 6013 12 63 25 25
1 Ofo'ii 10 1't "iii.iVi
_. _:..
1 50 x 50
1 35 x 50
1 00 x GO
5-) x 30
35 x 501)0 x 5o
50 x 50
35 x 50
00 x 50
1 50 x GO
I 35 x 50
1 00 x 50
1 50 x 50I 35 .x 50
I 00 x 50
1 50 x 50
1 35 x 50
I 00 X 50
1 50 X 50
I 35 x 50
1 00 x 50
045
0-10
030
OdS
001
045
OTO
081
OfiO
1 12
101075
1 35
1 22
030
I 58
142
1 05
1 80
1 02
I 20
0 56
0 51
038
081
0 70
0 50
1 12
1 01
070
1 11
1 20'094
1 09
1 52
1 12
1 1)7
1 77
1 31
225
202
1 GO
OO.S
061
0 15
1 01
0 91
008
1 35
1 22
000
1 09
I 521 12
202
1 82
1 35
236
2 13
1 58
2 70
2 1J1 .SO
090
081
OGO
1 15
1 22
090
I 80
1 02
1 20
225
202
1 50
270
243
I 80
3 15281
2 10
360
321
240
1 12
1 01
0 75
I 09
1 r>2
1 12
22r>202
1 r,0
281
253
1 88
338
30-1
225
391
351
202
1 GO
105
.100
1 41 1 Lt7
1 2'J I 77t* 0 1 131
£11 ' 2 95
1 'JO 2 dl i
1 H 1 07
281 31M
253 3 fi f
1 S8 2 iVi
3 52 - 4 02
3 10 1 13
2 34 3 28
422 501
3 80 5 J'i
281 391
•1 0^ f, «0
4 It 021)
3 28 4 fiO
ij f,^ 7 M
5 00 7 O'J
3 75 '> 2'i
0 135
253228
1 09
380
342
253
50(>
4 55
338
0335 70
422
759
G83
500
886707
5')I
10 12
911675
0 101
308
2 77
2 05
461
4 IB
308
0 15
5 54
4 10
7 09
G SI2
5 12
922
830
G 15
1070
909
7 18
1230
It 07
820
0 194
364
327
242
546
4 91364
723
655
485
909
818
600
1091
982
728
1273
11 46
849
1455
13 JO
970
0224
4 20
378
280
G30
567
420
840
756
560
1050
945
700
1260
11 31
840
14 70
1323
980
1080
15 12
11 20
from Shear Plane
253
228
1 09
380
3 12
253
5 Ob
4 55
338
03)
570
122
7 50
0 S3
5 06
Hfal.
7 '17
5"! ,
jo ;^
9 11
G7G
303
277
2 05
') til
4 15
3 08
(> 15
5 5(
-1 10
709
692
5 12
922
8 .10
6 15
1070
') d'l
7 1«
jj •{()
It 07
820
3 O'l
327
242
54b
491
364
728
G55
4 85
909
8 18
GOG
10 01982
7 28
1273
11 -10
849
11 5r;
13 10
970
420
378
280
630
5 07
420
8 10
7Cfi500
1050
9 15
700
12 GO
1 1 34
840
1170
1323
980
10 80
15 It
11 20
Not Excluded from Shear Plane
1 11 1 97
1 20 177
O'M 131
211 2 95
1 90 2 00
MI 1 '17
2 SI 3'Jl
25* 351
1 H8 2 fi'2
3 52 4 02
3 10 4 132 34 3 28
4 22 591
3 80 5 32
281 3 94
4 92 « 89
4 43 6 20
3 28 4 59
C02 788
G OG 7 09
3 75 5 ?r>
25i
228
1 O'l
3 SO
7142
2,5J
5 OG
4 55
1 !Jfi
0 J3
5 70
422
75U
083
500
88G
797
501
10 12
9 11
G 75
308
277
205
•1 01
1 15
.3 08
G r>
5 51-i in
7 09
G !)2
5 12
922830
615
1076
9G97 18
123d
11 07820
361
3 27
242
540
4D130!
728055
4 85
909
8 13GOG
1091
982
72S
1273
IMG
8,49
1485
13 10
970
420
378
280
030
507
4 20
a 40756r> GO
1050945
700
1260
11 34
840
1470
1.323
980
1680
15 12
11 20
DESIGN CALCULATIONS
FOR
24' x 60' COMMERCIAL COACH COMPLEX
PAD/PIER/ANCHOR SYSTEM
(TEMPORARY FOUNDATION SYSTEM)
PROJECT
MODULAR OFFICE BUILDING
CITY OF CARLSBAD
405 OAK AVENUE
CARLSBAD, CALIFORNIA
PREPARED FOR
DESIGN SPACE MODULAR BUILDINGS, INC
2235 ENCINITAS BLVD STE 111
ENCtNITAS, CALIFORNIA 92024
PREPARED BY
ACUMEN ENGINEERING, INC.
12808 SOUTH 600 EAST
DRAPER, UTAH 84020
OCT252005
Title to these calculations remains with ACUMEN ENGINEERING, INC The information herein is
for the sole use of DESIGN SPACE MODULAR BUILDINGS, INC and shall be held confidential
Re-use or reproduction in whole or in part is prohibited
TABLE OF CONTENTS
ITEM
DESIGN LOADS
PAD/PIER DESIGN
Pad/Pier Spacing
Column Supports
GROUND ANCHOR DESIGN
APPENDIX
24x60 Factory-Built Structure
Pad/Pier/Anchor Design
SHEET
4
5
7
A 01
DESIGN LOADS
A.) Dead Loads
1 )Roof
2 )Floor
3)ExtenorWalls
B.) Live Loads
1 )Roof
2 )Floor
3 )Wtnd
70 mph, Exp 'C'
Primary Frame
Uplift
Wall Elements
4 JSeismic Zone 4
Maximum Earthquake Force
5 psf
7 psf
6 psf
20 psf
50 psf / 2000# Concentrated Load
Ce Cq Qs
Design Pressure (psf)
P*(Ce)(Cq)(qs)(l)
1 06
1 06
1 06
Ca
044
1 3
07
1 2
Na
1 30
126
126
126
R
56
1 00
1 00
1 00
I
1 00
174
^93
160
Design Base Shear
V=((3 0)(Ca)/R)(Na)(W)(l)
0306
Em= fio(Eh) (Eq 30-2)
Overstrength Factor (Qo) = 22 (Table 16-N)
;Earthquake Load Due to Base Shear (Eh) = V
Em = 0 674 W
Maximum Load on Elements E= p(Eh) + Ev (Eq 30-1)
Redundancy Factor (p) = 1 5
Earthquake Load Due to Base Shear (Eh) = V
Load Effect for Vertical Component (Ev) = 0 (ASD)
E =0460 W
Governing Earthquake Load E = 0 674 W
Allowable Stress Design (E/1 4) (Eq 12-16)
Earthquake Load Used in Lateral Design: 0 482 W
PAD/PIER SPACING
Input Data:
Roof Live Load (Rl) 20 psf
Roof Dead Load (Rd) 5 psf
Exterior Wall Dead Load (Wd) 6 psf
Floor Live Load (FI) 50 psf
Floor Partition Load (Fp) 10 psf
Floor Dead Load (Fd) 7 psf
Module Width (W) 11 83 feet
Sidewall Height (H) 8 feet
Pad/P,ercapac.ty (P) • 4000 Ibs
Calculations:
Weight of Exterior Wall We = (Wd x H) 48 plf
Load Acting on Outside Chassis
Main Rails
Wo = ((RI+Rd+FI+Fp+Fd)(W/2))+We 592 plf
Maximum Spacing of Piers on Outside
Main Rails S = P/Wo 6.75 feet
Load Acting on Inside Chassis
Mam Rails
Wo = ((FI+Fp+Fd)(W/2))+We 396 plf
Maximum Spacing of Piers on Inside
Mam Rails S = P/Wi 10.09 feet
M"
^ p*.
t-^r' & ,. i*
K~3 I ;, i
r n
• -
>• \•
i j i L -
6-75
t,
ffc?
^7-5
ANCHOR DESIGN
Input Data
Design Wind Pressure (P) 174 psf
Seismic Load Factor (SI) 0 482 W
Roof Dead Load (Rd) 5 psf
Floor Dead Load (Fd) 7 psf
Exterior Wall Dead Load (Wd) 6 psf
Roof Live Load used m Seismic
Calculation (Rl) ' 0 psf
Partition / Fixture Load used m
Seismic Calculation (Pd) 5 psf
Fioor Live Load used in Seismic
Calculations (Fl) 0 psf
Building Length (L) 60 feet
Building Depth (D) 23 67 feet
Exterior Wall Height (H) 8 feet
Roof Depth (R) 2 feet
Floor Depth (F) 0 67 feet
Skirting / Foundation Height (S) 2 33 feet
Miscellaneous Loads (Ml) 0 Ibs
Calculations-
Transverse Load
Base Shear Due to Wind
Vw = P x (R + F + H + S/2) x L 12356 Ibs
Base Shear Due to Seismic
Vs = (SI)(((LxD)(Rd+Fd+RI+Pd+FI))+
((L+D)x2xHxWd))+MI) 15509 Ibs
Governing Transverse Base Shear (V) 15509 Ibs
Longitudinal Load
Base Shear Due to Wind
Vw = Px(R + F + H + S/2) x D 4874 Ibs
Base Shear Due to Seismic (Vs) 15509 Ibs
Governing Longitudinal Base Shear (VI) 15509 Ibs
(cont)
ANCHOR DESIGN (cont.)
Anchor Capacity
Lateral Load Resistance of Anchor/Strap
Assembly VL " 2962 Ibs
Ground Anchor Quantity
In Each Transverse Direction Nt = V/VL 5 24 say 6
In Each Longitudinal Direction Nt = VIM. 5 24 say 6
Total Quantity of Anchors Required- 24 Anchors
^^DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT
DIVISION OF CODES AWt> STANDARDS
NORTHERN AREA OFFICE
9342 TfiCh Center Drive #550
SACRAMENTO CA 95326-25558
(919) 255-25D?
FAX (818)255-2521
From TDD Phones 1 -800-735-2929
From Volco Phones 1-8QO--735-2922
October 3,2005
Imperial Stamping Corporation
4801 Mi ddlebury Street
Elkhart, IN 46516
RE Tic-Down Standard Plan Approval (SPA)
SPAETS-118
Dear Sir's
The purpose of this nohfication is to jssue you an expiration extension for the above noted Tie-Down SPA
Effective immediately for SPA ETS-118 the expiration date has been extended
Applicant: Imperial Stamping Corporation
4S01 Middlebury Street
Elkhart,IN465L6
Design Engineer:
SPA Number:
New Expiration Date;
Dave Dahmen
DBA Pacific Consulting Engineers
2150 Bell Ave, Suite 145
Sacramento, CA 95638
SPA ETS-113
November L 2005
If you have any questions regarding this notification you may contact me at (916) 255-2501
Dan Fitzgerald
Northern California Field Operations
Administrator IT
CC, FitcSPABTS-118
Dave Ddhincn
.EEC wi>1S FORCONNECTIONS
SIOE TIE DOWN - SEE CHART
<r
SINGLE WIDE
SICE TIE DOWN - SEE CHART
** EHD TIC
f DOWM3
I l.t'.L
DOUBLE WIDE
SIDE TIE DOWN - SEE CHART
END TIE
^ DOWNS
*• END TIE
^ DOWNS
END TIE
1^ DOWNS
TRIPLE WIDE
*~ END TIE
- DOWNS
END TIE
1— DOWS
^- EARTH AUGERS
OAX UMOrH OFUfC D MO^it
MINIMUM NO OFSIDE TIE-DOWNS
3E
3
S*
J
73
«
CROSS DRIVE ANCHORS
MAX LENQtH OF
UFGO HOWE
WmiUUM MO OF
SIDE TlE-OOWNS
»'
I
3*
3
n
4
CONCRETE SLAB ANCHORS
UAt UNCTH OfUfG 0 HOME
SIDE TlE-OOWNS
J4 42 30 3»'M
Tie Down Location
UHA-S9-2Q3R WET SET
SLAfl ANCHOR
e Downs
Design & Genereal Notes
DESIGN LOADS
SOIL BEARINO
TIE OOWH STRAPS —
SEISMIC ZONE
. (3 PSF1000 psr
3IMf WORKING LOAD4
TIE DOWN STRAPS TO BE M1N 111* WIDE *OMS THICKNESS ZINC PLATED A
MEET ASTM 0-3353-91
EARTH AUOER3 ------- Jfl«( NESTED TO 4750* tf-H)
CROSS DRiVQ -- IBB2I (1ESTEO TO 4750* UiN )CONCRETE SLAB ANCHORS- n«/ (CALCULATED)
GENERAL NOTES
I THE CKWTS SHOW* HEREIN ART FDR THt REOVfRO) WW8ER OF HE OCWHS
ON THE SIDES OF THE MANUFACTURED HOME.
i. TIE BCWHS HtE BEQU1WD XT EACH CHASSIS BEAM. EACH WO OF EACH
TRA^PORTABLE SECTION OF THE MANUFACTURED HOME AND CAN BE
AW OF THE TYPES SHOWN HEREIN
3. COMBINATIONS OF THE DIFFERENT TYPES OF TIE E>OWN% CAN BE USED
4 IN THE EVENT AN EARTH AUGER CANNOT BE INSTALLED DITTO AM
OBSTRUCTION, USE OF CROSS DRTVE ANCHORS tS PERWTTTEO, PftCVIDTO
(2) CROSS DflMS ARE INSTALUD FOR E*CM EARTH AUGER THAT CAHfWT
BE INSTALLED
5 FOR ALL TIE COVIN IMSTAtLHTlONS. THE UFOTJ HOME CHASSIS UEWBOTS
ARC SHOWH AS "I" BtAWS. F0« IU.USTT1*T)OM PURPO'iES OKLY ChV^SKBEAMS CAN ALSO BE'C SHAPED CR-RFC'SKAPO)
S EHO TIE OOWWS CAN 8E LOCATtO WITHIN 2t" OF DTHEfl SIDE OF CHASSIS
BEAU AXIS AS
CHASSIS BEAU
7 THE SITES. TtPES, LEWGTKS, ETC. Cf UATOTAL SHOWN KETJON
MINIMUM LARGER. LONGER. HEAVIER WATEK1ALS SUPPLfEU BY 0
STAMPING CORP UAY BE USED AT THE SAME SPACING * LOCATION SHOWN
fl ALL PARTS ARE STAMPED WHA-SE^- WITH THE APPROPRIATE PAW NLWBO*.
Installation Instructions
FIRST CHECK FOR UNDERGROUND UTILITY LOCATIONS
EARTH AUGERS
(USTttL AUGERS 1MTO SOI fflTH CtHSTAVT DWMffARO PRESSURE TO
MINIMISE SOIL OKTURa«NCe. LEAVsHG APPROX 12* OF SHVT EXPOSED
INSTALL STABOJ2ER PLATE -FLUSH WITH CROUNIJ SURFACE.
COMPLETE TURNING AUGER fNTO CiWUNO UNTIL AUCEH HEAD S FLUSH
WITH GROUND SURFACE AND TOP OF STABILIZER PLATE.
CROSS DRIVE ANCHORS
1 CROSS DRIVES ARE USED WHERE IIAftO OR ROCKY SOU OCCURS. IF THE
GROUND SURFACE IS OTHER TKW ROCK Ofl MINIMUM 2* ASPHALT, WSTAU.
MHA-S8-1? STABILIZER PLATE. OR PLACE tl'nll'm* DEEP CONCRETE.
CONCRETE SLAB ANCHORS
I CONCRETE SLAB TO BE MINIMUM 3 1/2* THKK AWO (H GOOD
2. MTNIUUM SLAB AREA REOWRED FCft EACH ANCHOR IS 211 » FEET
3 DRILL PROPER SIZE HOLE IN SLAB MIWIWUM 12' FROM Vtf EOCE.
ALL APPLICATIONS
1 ATTACH STRAPS TO CHASSIS BEAM IN UANKSR SHOWN
2 WSERT STOP rWROlAIH SPUT NUT CUT OFF EXCESS STRV XHBTK;KT=M UNTIL SNUG
REVISED 2/6/02
IMPERIAL STAMPING CORP.
ENGINEERED TIE DOWNS
ENGINEER APPROVAL
THIS TIC DOWN SYSTEM UEU3 THE REQUIREMENTS.OF. SEt^TON 1J3JU.
PACIFIC CONSULTINO ENGINEERS11 SO »rf An. SVU 14*
STATE APPROVAL
ENGINEERED TIEDOWN SYSTEM
APPROVED
SUBJECT TO COWiCTlOHS NffTEO
Awsrovd ^o*» not njthorbt of iponw my wnJirion or
Sta*t of CaHortlj
D«partm«ntoJ-H(xising and Cornmufifty Oawtopmiit
3ES
IMPERIAL STAMPING CORP
1861
B&UJ SHOWN, SEE•c'4-RnrCHASSIS FOR
END TIE DOWN CONNECTIONS
STABIUZER PLATE
Earth Auger Tie Down
PIER BOLT-ON TOP
^4 ^—"I'BEAM SHOWW. SttLx^ *C** "RFC" CHASSIS FOR-=r END TIE DOWN CONNECTIONS
SIDE TIE POWM
Concrete Tie Down
PIER BOLT-ON TOP
t'SEW* EHOWK, SEE•C*4" RFC'CHASSIS FOR
END TIE DOWN CONNECTIONS
CROWD UNE
CROSS DRIVE W STABILIZER
PLATE DETAIL
Cross Drive Tie Down
DRILL 9/1 *' HOLEAT nit) Hecwr OF
BDW,
1/2'
SEE'I'SEAM CHASSIS
FOR TIE DOWN ANCHOR
BEAM CHASSIS
DRtU, B/18 HOLEAT HIO HBCHT OFB£*.«, INSTALLt/2" «07 BOLT
* STETL STRAP
SSE'I'BOM CHASSIS
FOR TIE DOWi ANCHOR
'RFt BEAM CHASSIS
MVW-SD-1 OftMJERNME WK*-CR-1PLATE
WH^-SB-15
CROSS DRIVE ANCHOR
KHA-SB-21
»Wr-SB-T MW-39-20JO" AWCES ANCHOR WET SET CONCRETE
SLAB ANCHOR
!C"Beam Chassis "RFC"Beam Chassis Imperial Tie Downs
|2< (Tj
m ^in ^io< I3o
V
(X t