HomeMy WebLinkAbout2612 OBELISCO PL; ; 87-237; Permit.,, z
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O I llefeby affirm that I am licensed under
provlalona of Chapter 9 (commencing with
Section 7000) of Division 3 ol the Business
and Prolaaalone Code, and my license Is In
full f0<ce and effect.
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1or·! ~:: •[~;' ,:•:~ f; o!~:C:~a1
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BuStness in<! Proless..,, COde Any cuy or county wh>cn re I ~~~~ a~':r~~~u!: ::';~~:s ,~'!:~n:~r~eq=~:·a: I p/lUnl lor such pern111 10 Ille a Stpnl!d s1a1emen1 lhat he 1s I
lttensl!d pursuanl 10 lhe prov,s,ons ol 1he tonux1or s 1 License Law (Chap1er 9 commenc,~ wllh Seel/on 7000 ol Ow,sion 3 ol lhe Business and ProlesStons COile; or lhal 1s ex I emp1 lherelrorn an<! Ille oas,s lor 1ho allegeo !<emp1,on Any
,101a1ion o1 Sechon 7031.~ by an apohcan1 ror a perm,, sub I
Jetls the appt1cant lo a tfVII penally ot nol ITIOfe rnan hve tiun I dr ~ollars ($500) 1
as owner ol lhe properly or my employees w,1h wages I
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nd Pr slOns COdo The Con1rae1or s License Law does I
:r:gf~nd who :e":r!.."'w":~1i,.:"« ~':~~~:':~ I employoes. prov,deo lhat suth 11T1provemen1s ,11e no1 1n1end· I :~ := ~:h,~;!.. ~';°;~:;.J.~oc':":'t~~mJ::::; I
wtll have the burden 01 ptovmg lhal he d•d NII build or Im· I "'°"" lor lhe purl)Ose or saleJ I
l 1, as owner ol lhe properly. am uclus,very con1rac1mg I
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Law does no1 apply lo an owner of properly wllO builds or lffl· I ~~i~i°'/ic:n~ w~~s=~;s,~: ~~:.~~\:~,: I Law) I
' As a """-ner I am 1mprov,ng my nome and lhe to/law Ing cono,,..,s ms!
1 The ""'k 1s l>emg pet1ormeo pr"" to sale 2 I have IIVed 1n my home for rwetve monlhs pnor to complehon of 1h15 work
I have not claimed lh1s exemphoo durmg the
Y:st three years
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0 1 am .,.mp! un<ler Sec ------tor !his reason
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:J I hereby afhrm lhat l ha11e a cemllcate 01 consent 10 I
sett-Insure or a certificate of workers' Compensa11on In-I
surance or a cert1f1ed copy 1nereot 1Sec: 3800. Labor Code) I
POLICY NO I
COMPANY
r-, Copy Is Meo w,tn lhe e,1y
C Cert1!1ed copy 1s hereby furnished
ERTIFICATE OF EXEMPTION FROM
ORKERS' COMPENSATION INSURANCE
section need not oe compfeted U the permit
1s tor one hundred doUars 1s100t or lf'SSl
certify that '" tne performance of the wo,k for wh1cn I
t .s rmll IS issued. I thaJI not emptoy any person tn any I
ann so.as 10 become subJecl to the W0tkers Compen-I
sa11on s of C11htom1a I
NOTICE TO APPLICANT. 11. after making this ~rllllcate I
ol Exemp1ion. you should become subJec1 to lhe Workers
Compensation provisions of the Labor COde. you must I
lorthw1th comply with such provisJons or tn,.a permit shalt 1
oe deemed revoked
0 I rtereby afhrm that there Is a construction lending I
agency t011ha performance ot 1he work lor wtucn 1h1s per, I
m1t 1s IS5ued (Sec. 3097 C1v1f Code) I
Lende(s Name
Lender's Address
USE BALL POINT PEN ONl Y & PRESS HARO APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS.
CARLSBAD BUILDING DEPARTMENT
2075 Las Palmas Dr., Carlsbad, CA 92009-4859 (619) 438-1161 APPLICATION & PERMIT
JOB AOORESS
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AV ST. RD. NEAREST CROSS ST. BUSINESS LICENSE # VALUAT~C PERMIT N UMBER
f16etf.5co <!rKc/r: 11 , ' -BLOCK I SVBD1v,s10N I ASSESSOR PARCEL NO CONTRACTOR ' CONTRACTORS PHONE • ZONE I
owNE R·s NAME I , I :2. ;_w:;_~~:P
1
HONf f; l() II., (: I( }/eKlf(ICT f!i..t?.veJ If-JO J/t coNTRA cToR·sADDREss -STATE LICENSE NO. BUILDING SO FOOTAGE
OWNE R·s MAI NG ADORES$ I C t(/ ,t e i<
;).t:,/y O.ie,1.,/S(o /{ d,P(,,5 /.J4. // d/9>Cc9 DESIGNER 6 I, I jl/,e ft.
DESCRIPTION OF WORi / ,/ , / I "\,/ #' -JI' t"/tlt.. 1,,q T ,r ~ IY DESIGNER'S ADDRESS 1-------~::;;--,~"=-'-"'--'~=:...J"-'i--'-....:.....:...-.:. _________________ -t
f' f'hc f'c: v e. Jl
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F p FLR ELEV
I • PARKING SPACE I RES U N ITS I GRADING PERMIT ISSUED
rO ND I REDEVELOPMENT
AREA
,o "o
QTY. PLUMBING PERMIT -ISSUE
EACH FIXTURE TRAP
EACH BUILDING SEWER
EACH WATER HEATER ANO OR VENT
EACH GAS SYSTEM 1 TO 4 OUTLETS
EACH GAS SYSl EM 5 OR MORE
EACH INSTAl . All ER. REPAIR WATER PIPE 1---+--
EACH VACUUM BREAKER
WATER SOFTN ER
EACH ROOF DRAIN !INSIDE I
TO IAL PLUMBING I
QTY. ELECTRICAL PERMIT · ISSUE
NEW CONST EA AMP SWl IIKR
I PH 3 PH
EXIST BLDG EA AMP1SWT BKA
1 PH 3 PH
REMODEL Al TtR PER CIRCUIT
TEMP POLE 100 AMPS
OVER 100 AMPS
TEMP OCCUPANCY f30 DAYSI
lOIAl £LEC1RICAL I
QTY. MECHANICAL PERMIT -ISSUE
INSTALL FURN DUCTS iJP TO 100 000 BTU
OVER 100.000 STU
BOILER/COMPRESSOR UP TO 3 HP
BOILER/COMPRESSOR 3 15 HP
METAL FIREPLACE
VENT FAN SINGLE DUCT -,----,-ME CH EX HAUST HOOD DUCTS
RELOCATION OF EA FURNACE HEATER
DRYER VENT
TQTt;L MECHANICAL
StJ() QTY. MOBILE HOME SETUP
CAR PORT
AWNING
GARAGE
TOT Al
NO
STORIES
TYPE
CONST
/~0()
--
-
DESIGNER·s PHONE
STATE LICENSE NO
0016 05/11 0101 02BldPllt OCC GP EDU
DCC LOAD FIRE SPR
Not Valid Unl~s Machine Ctrrd,ed
SUMMARY/ACCOUNT NUMBER
BUILDING PERMIT 001 810·00·00·8220 (.")·7
SIGN PERMIT 001 ·810·00·00·8221
PLAN CHECK 001·810·00·00·8821 It=</· / .)'\ ,/JC-
TOTAL PLUMBING 001 810·00·00·8222 -.-
ELECTRICAL 001·810·00·00·8223
MECHANICAL 001·810·00·00-8224
MOBILEHOME 001 ·810·00·00·8225
SOLAR 001·810·00-00·8226
SrRONG MOTION 880·519·92·33 -.--FIRE SPRINi<LERS 001 ·810·00·00·8227
PUBUC FACILITIES FEE 320·810·00·00·8740
BRIDGE FEE 360·810·00·00·8740
PARK·IN·LIEU (AREA )
TIF 134·810·00·00·8835
LA COSTA TIF 133-810·00·00·8835
FMF r'f T ..... •
LICENSE ~.&.J .C, ji)O H,0Jl4110FJl62
MFF 880-=sl' !f.l!T-5 7
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"'V l;JO/ '-1</ -
Cfty A. ,.. -· -. .... ./
C~f1~ ....... _ .. D < (d:) .I'~ l7 ---,
TOTAL FEES.PA~'t~c~51NG fERVs. ~~~'~
I HAVE CAREFULLY EXAMINED THE COMPLETED APPLICATION ANO PERMIT AND DO HEREB< Expira1ron Every permtt 1Ssued by the Bu,td,ng Ollrc,af under IM pro-.s,onsof lhrs
CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shall e,pire by fim,lahon ar,d become null and •o•d II the building 01 wot, * AN OSHA PERM:T IS REOOIAEO FOR EXCAVATIONS OVER
5 o· DEEP ANO OEMOLITION OR CONSTRUCTION OF
STRUCTURES OVER 3 STORIES IN HEIGHT DE CLARA rlONS ARE TRUE Ar ID CORRl:Cl ANO I FURTHER CERTIFY AND AGREE IF A PERMIT I~ authorized by such perm11 •• not cornmenc~d w1lh1n !BO days from the dale ,>f sue!\ permit. or ,t the bu1td1ng or work authorized b', .such J)ermat 1s..51.1spended or
IBSUED TOCOMPLYWITHALL~TY COUNlYANO STATELAWSGOVERNINGBU~~NGCON L~•:~;n=~~n~~:~~•~ni1~~m~e~1fi~~~r~l~~w~~~k~1~s:c:om~m~e~~~e~d~f~o~r~a~~~,nn~~~l~l~B0~d~a~~s~~~~~~~~~~~~~~~~~~~~~~~~~~~~
STRUCTION. WHETHER SPECIFIED HEREIN OR NOT I ALSO AGREE TO SAVE INDEMNIFY ANO :;z i.ex ~PPRO ED BY KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS COSTS ANO APPLIC TS GNATURE ~ OWNER l"f CONTRACTOR O /J DATE
EXPENSES WHICH MAY l~I ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE 1, .,,, ~-Jl-. o /,M'-,r---I ~, /'/' /fl
GRANTING OF THIS PERMIT __ / -/-...,J BY PHONE J /lf/w ....} J f // j
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TYPE ; DATE INSPECTOR
~7-~37 BUILDING l ~-" FOUNDATION I -I :,/ ll"'w--/ FIELD INSPECTION RECORD
REINFORCED STEEL ' , .
ii . I REQUIRED SPECIAL IN SPECTION S I MASONRY I INSPECTOR S GUNITE OR GROUT INSPECTION REO IF D.l ' CHECKED APPROVAL
SUB FRAME D FLOOR D CEl~ING SOILS COMPLIANCE SHEATHING D ROOF D SHEAR PRIOR TO #,; FRAME FOUNDATION INSP !
koT #H E f.t cl. o s rP EXTERIOR LATH I STRUCTURAL CONCRETE /J ! OVER 2000 PSI I INSULATION I PRES TRESSED /(ooM., I CONCRETE INTERIOR LATH & DRYWALL ! POST TENSIONED • 7$.i , /?o o rEo 1 CONCRETE /J J> " le£ ,e. £"'f.tJ"TtN 6
PLUMBING I FIELD WELDING
D SEWER AND BUCO D PUCO HIGH STRENG1'H 05ck No fafJ-({J 0 /(_ f/l/771%~ 6
UNDERGROUND D WASTE q WATER BOLTS I
s/Jr~1.t;, ~
TOP OUT D WASTE D WATER SPECIAL MASONRY k,cT /(t jltul2E Sc#()"/ JEE,
TUB AND SHOWER PAN I / /.1'~7//e r:;£·J 0 71/'rR GAS TEST I
/ Oil. ,()k/ I PILES CAISS0Nf
0 WATER HEATER D SOLAR VfATER f~Rt01T
,,.-;--
/ ?!/,0N /-££ I
ELECTRICAL : / V ~ 0 ELECTRIC UNDERGROUND [!) UFFER ,,{ / ~ I ROUGH ELECTRIC I ~f'&/"-/ .
f / ' D ELECTRIC SERVICE D TEMPPRARY , .
'
D BONDING D POOL l 'J /
' n -A,/' rtr;J-MECHANICAL I J A /
,}~
I L)Y YI / I D DUCT & PLEM., D REF. PIFIING /. I) I
HEAT -AIR COND. SYSTEMS . -<. /~ ~..,,,.. \1.,<v v / 'I} I 5/7/r . . VENTILATING SYSTEMS I // ""I /\/Y tv I
I .)( . ,~ ,
CALL FOR FINAL INSPECJION WHEN ALL APPrRIATi: I ITEMS ABOVE HA1VE BEEN APPROVED I FINAL I / J
PLUMBING I / !
ELECTRICAL I V ' I
J MECHANICAL I / I
GAS I /
BUILDING V
SPECIAL CONDITIONS /I ' \ £ I .
Structural Calculations
Mac;:mes Addi ti on
Vertical Loads
DAVID MARKWELL ALLEE . Architect
04/t-5/87
Page 1
F-1 Cantilever Beam: Uni~orm Load+ Cone Load at End
Cantilever= 7.5 ft
Tri butarv Width= 5.5 ft
TL= DL +LL= 72 psf
F' = 9 00 #
V = R = 396 X 7.5 ) + 900 = 3870 #
Ml= 396 X 7 .5 ft 12/3 = 11880 in#
M2 = 900 x 7 .5 x 12 = 81000 in#
S = 92880 I 20000 = 4.64 in3
>>>>>> Use C10x 15.3 (5 = 13.5 I= 67.4 > <<<<<<
D <allowable)= 7 .5 x 12 I 240 = .38 in
D (actual)= 396 x 7 .5 A4 12A3 I 8 x 2.9 x 10A7 x 67.4 +
900 ~. 7 .5 A3 12""2 I 3 x 2.9 x 10"'7 x 67.4 = 2:67 in
Provide 2.29 in. Camber
Structural Calculations
Magnes Addition
Vertical Loads
DAVID MARKWELL ALLEE~ Architect
04/15/87
Page 2
R-1 Cantilever Beam: Concentrated Load at Free End
~ Cantilever ~t
P = 5550 #
V = R = P = 5550 #
M = 5550 x 10 * 12 = 666000 in#
S = 666000 I 20000 x 1.25 = 26.64 in3
>>>>>> Use C12x30 <5 = 27.0 I= 162 > <<<<<<
D <allowable)= 10 x 12 I 240 = .5 in
D <actual) = 5550 x 10 ·"3 x 12"'2 I ( 3 x 2. 9 x 10 .... 7x 162 > = • 06 in
i,.
R-2 Simole Beam: Uniiorm Load
Span= 15 ft
Tributary Width= 8 ft
TL= DL +LL= 35 psf
V = R = 280 x 15 I 2 = 2100 #
M = 280 X 15 _,..2 X 12 I 8 = 94500 in#
S = 94500 I 20000 X 1 .25 = 3 .78 in3
>>>>>> Use C10x15.3 (5 = 13.5 I = ·67.4 > <<<<<<
D (allowable) = 15 x 12 I 240 = .75 in
D <actual)= (5 x 280 x 15 .... 4 x 12_,..3) I (384 67.4) = 2.96 in
Provide 2.21 in. Camber
Structural Calculations
Magnes Addition
Vertical Loads
Column Load at C-1
Load P = 7610 # Unsupported Length= 8 ft
>>>>>>> use 3x2 Std PC <<<<<<<
Area= 2.09 sq in Least Dim= 1 in
DAVID MARKWELL ALLEE~ Architect
04/15/87
Page 3
1/r = 8 *12/ 1 = 96
Cc= SqR C 2 x 3.14A2 x 29 x 10A6 / 20000 = 169.18
F.S. = (5/3)+(3 x 96 I 8 x 169 .18 )-( 96 A3/(8 x 169.18 A3)) = 1.85
fa <Actual}= 7610 I 2.09 = 3641.14 psi
Fa (Allow>= <1-< 96 A2)/(2 x 169.18 A2))x 20000 I 1.85 ·= 9070.31 psi
Base Plate at ColumnC-1
Fp = 2000 psi Fb = 20000 psi
Col Width/Diameter 3 in. and Pl. dim. 10 in.
n = ( 10 -(.95 X 3 })/2 = 3.575
t = SqRt C3 x 2000 x 3.575 A2 I 20000) = .381 in
>>>>>>> use 10 in x 10 in Sq x .381 in Thk Pl<<<<<<<
Footing Design# C-1 < 2 stories)
Soil Unclassified Soil Bearing Value 1000 #/sf
Load= 7610 # Approx Wt Ftg = 761 #
Area Req~d =< 7610 + 761 )/ 1000 = 8.37 sq ft b = Sqr< 8.37 >= 2.89
>>>>>>>> Use 18 in Deep x 2.89 Ft Sq Footing Minimum
Structural Calculations
Magnes Addition
Vertical Loads
GR-1 Simole Beam: Uniform Load
Span= 20 ft Tributarv Width= 12 ft
DAVID MARKWELL ALLEE~ Architect
04/16/87
Page 4
TL= DL +LL= 35 psf W = 12 X 35 = 420 plf
V = R = 420 >: 20 I 2 = 4200 #
M = 420 " ., 20 ""2 X 12 I 8 = 252000 in#
s = 252000 I 2200 X 1. 25 = 91.64 . ~ in-·
A = 3 " ., 4200 I 2 X 165 * 1.25 = 30.55 in2
>>>>>> Use 22f DF 3-1/8x15 CS= 117.2 A= 46.9 I= 878.9 > <<<<<<
D (allowable)= 20 x 12 I 240 = 1 in
D (actual)= {5 x 420 x 20 ""4 x 12""3 > I (384 x 1.6 x 10""6x 878.9 > = 1.08 i n
Camber= 1.08 -1 = .0800000001 in min.
Footing Design# GR-1 C 1 stories)
Soil Unclassified Soil Bearing Value 1000 #/sf
Load= 4200 # Approx Wt Ftg = 420 #
Area Req'd =< 4200 + 420 >I 1000 = 4.62 sq ft b = Sqr< 4 .62 >= 2.14
>>>>>>>> Use 12 in Deep x 2.14 Ft Sq Footing Minimum
Structural Calculations
Magnes Residence
Vertical Loads
DAVID MARKWELL ALLEE~ Architect
04/16/87
Page 5
3R-2 Simple Beam: Uniform Load
Span= 10 ft Tributary Width= 11 ft
TL= DL +LL= 35 psf W = 11 X 35 = 385 plf
V = R = 385 x 10 I 2 = 1925 #
M = 385 x 10 A2 x 12 I 8 = 57750 in#
S = 57750 I 1300 x 1.25 = 35.54 in3
A= 3 X 1925 I 2 x 85 * 1.25 = 27.18 in2
>>>>>> Use No 1 DF 4x12 CS= 73.83 A= 39.38 I= 415.28 > <<<<<<
D (allowable> = 10 x 12 I 240 = .5 in
D (actual>= (5 x 385 x 10 A4 x 12A3 > I (384 x 1.6 x 10A6x 415.28 > = .13 in
Footing Desi9n # GR-2 C 1 stories)
Soil Unclassified Soil Bearing Value 1000 #/sf
Load= 1925 # Approx Wt Ftg = 192.5 #
Area Req~d =< 1925 + 192.5 )/ 1000 = 2.11 sq ft < 3 .0 Sq Ft
OK
Continuous Ftg