HomeMy WebLinkAbout1321 ALGA RD; ; CB910709; PermitBUILDING PERMIT Permit No: CB910709
04/30/91 09:03 Project No: A91U084b
Page 1 of 1 Development No :
Permit Type: SIGN
Parcel No:
Valuation:
Construction Type: NEW Ir 303
Occupancy Group: Class Code: Status: ISSUED
Description: AVIARA TEMPORARY SIGNS Applied: 04/30/91 Apr/Issue: 04/30/91
, Job Address: 1321 ALGA RD Str : F1: Ste:
2140 04/'JC/91. QOOl 01 02 [;.-PI:p? 4j."!jfi
1,000
Validated Ey: DC
Appl/Ownr : MOTIVATIONAL SYSTEMS, INC. 619 474-8246 2200 CLEVELAND AVENUE
NATIONAL CITY, CA
CONTRACTOR : MOTIVATIONAL 619-474-82
I)** fees Required , ***
""""""-
Adjustments:
Fees :
Total Fees: .OO 41.00
Fee description Ext fee Data ""~""""""-
Building Permit 25. CI0
Plan Check 16.00
x BUILDING TOTAL 41 .00
46
ClTy OF CARLSBAD
2075 Las Palmas Dr., Carlsbad CA 92009 (619) 4381161
PERMIT APPLICATION
City of Carlsbad Building Department 2075 Las Palnas Dr., Carlsbad, CA 92009 (619) 638-1161 I& 0
1. PERMIT TYPE
A - u COIIMERCIAL UNEU OTENAlll IMPROVEMEWT
EST. VAL
PLAN CK OEFiXIl
VALID. BY
DATE
SIGNATURE
8. OWNER-BUILDER DECLARATION
DATE
Owner-Builder Declarafion: I hereby affirm that I am exempt from the Contractor's License Law for fhe following rearon:
0 I as owner of the property or my enpioyeer rifh wages 81 fhelr sole cmwnrafion. w11i do the work and the structure is not lnfended 01 offered for sale
(Sec. 7041. SUsineBI and Proferrionr Code: The Contractor's LlcenSe tau doer not apply fa an owner of properfy rho builds or inprover thereon,, and who
does rmh work himself or through his own enployeer. provlded that such irrpprovemnfr are not lnfended or offered for sale. If, however. the Wilding
a? l~provmnf is raid within one year of conpietian. the owner-builder w/Ii have the burden of proving that he did not build or inprove for the prpore
of sale.).
9. CONSTRUCTION LENDING AGENCY
OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR PoLLUllDI mYlWL DlSlRlCl.
Expiration. Every permit issued by the Building Offlrlal under the provisions of this Code shall expire by limitation and becm null and void if the building
or work aulhorired by such permit Is not canmnced "Ifhi" 180 days frm the date of such permit or if the building oc work authorized by such perrnlt is suspe&d
or abandoned at any time after the Hark is canmnced for a period of 180 days (Secfian 303cd) Unlform Building Code).
0 WNER RACTOR OBY PHONE APPRDED 81: DATE:
WHITE: File YELLOW: Applicant PINK: Finance
.
CITY OF CARLSBAD
INSPECTION REQUEST
FOR 05/21/91 PERMIT# CB910709
DESCRIPTION: AVIARA TEMPORARY SIGNS
JOB ADDRESS:
TYPE: SIGN
APPLICANT: MOTIVATIONAL SYSTEMS, INC. PHONE : CONTRACTOR: MOTIVATIONAL SYSTEMS PHONE :
OWNER: PHONE :
1321 ALGA RD
REMARKS: MH/BOB/474-8246 SPECIAL INSTRUCT:
TOTAL TIME :
CD LVL DESCRIPTION
PLANCK# CB910709 INSPECTOR AREA MP
OCC GRP
CONSTR. TYPE NEW
619 474-8246
619-474-8246
STR: FL: STE :
AI
ACT COMMENTS
11 ST Ftg/Foundation/Piers & -
"
2JrI I\ I + L
***** INSPECTION HISTORY *****
DATE DESCRIPTION 050691 Ftg/Foundation/Piers
050291 Ftg/Foundation/Piers
ACT INSP COMMENTS AP MP CA MP
.. . ..
*' -. . .~
DATE: 22-Jan-91 JOB hviara Wrought SEI SAN DIEGO SHEET Iron Sign 3935 HAHNEY ST, SUITE 202 1 x BY : """"" No. 99 -113 (6193 343-1222 of a Sun. Diego, CA 92110
"~""""""~""""""""""""""""""""-
CLIENT: Motivational Systenls
CODE: 1988 UBC
LOCATION: Cnrlsbad I -CA
WIND: Basic Wind = ~ 70 nlph
~~ ~~pos~re = C
qs = -13 psf cq = ..1.4
IlesAgn Wind Pressures:
0 " 20' 21.8 psf
~. 40 " 60' 27.3 psf
ioo '-150' 32.8 psf
20," 40' 23.7 psf
60 '-100' 29.1 psf
22-Jan-91 JOB' AvinrrJ. Wrought SEI SAN DIEGO
Iron Sign 3935 Horney St. ,Suite 202 SHEET 2
/BY : """"" No. 99 -113 San JIieqo, Ch 921-10
(619) 543-1222 - Of """"""_"""""""""""""""""""""""""""""""""
points 0.2 4 7 83~~ 29
4 poles 5.8 127 3.88
15.3 334 3.30 ~ 1101 -
492 net signs
-.
ARE4 -FORCE ~ 4RM MOMENT HEIGHT
"" - "" "" ""_ -
465 . 1622 3.49
COLUMN D&S(kd /S -/c! 6. p@L61. i~ppHr/rr/t &7/6+f
STEEL - ASTM A36
S 1622 Xl2/(1+.33X27000)= 0.+5 @ 0 +O ~ FT 6 - 1 112' SOUAkE -BARS
- -
-. ~ ................................. -
*******I******t******************.
Wind Total Shear = 467.00 Lb
Moment = 1636.00 Ft-Lb Axial Load = 0.00 Lb .
Wall Footing
Length Width 2.67 Ft 54.00 In
Depth 12.00 In
Llesign Axial .Load
Moment e H.0.F
Eccentricity e Max Soil Pressure
Mio Soil Pressure
Soil Prism Length
Resisting' Moment
Mr/Mot
Reqd Soil Friction u
Dead t Lateral
. 3
Last Rev 22-Jan-91
Uead Lood Live Lond
0.00 Lb 0.00 Lb
0.00 Ft-Lb r 0.00 Ft-Lb
417.00 Lb 0.00 Lb~
Stem Wall =
(height X width)
6.0 in X 12.0 in-
2.42 Kips
0.97 ft -
. - 2.34 ft-K
970.59 ~psf 0,oo psf 1.11 ft
3.23 ft-K
~.
M W EUGE
IlIST
409 104 3
PLATE
PLATE
~.
PLATE
-
PLATE
BOLTS .~ -- BOLT LENGTH IS -
A=T/1+33Ft No~=1870/1~33*20000*1= EMBEDMENT LENGTH ~-
- Plute ~3/8' x 22.00 5: 6.00
1-50 INCH TUHE- -1 - 578' >: 10' Bolt
~0.070 Sn IN ......................... -
-
Z'HUt~~"2~3=1.50*1.50tl~50~2/3= ...........................
3.00 LB/IN
fv=12M/Z=12*409/3.00= .. ' 1636 LH/IN . . .........................
3/16' -FILLET wELu
ALL A.RouNr1
, .........................
511~6' FILLET FOR
HALF STRESS-
0 '3 3
Urn wo rnm