HomeMy WebLinkAbout2330 FARADAY AVE; ; F025-89; Permitlb z 0 ;:
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, USE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS.
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~hereby affirm 1hat I am licensed under
provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business
and Profeaalons Code, and my license Is in
full force and effect.
1 hereby allirm that I am exempt !rom the Contrac-
tors License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any cify or county whicti re·
Quires a permit to construct, alter, improve, demolish, or repair any structure, prior to i!s issuance also requires !heap·
plIcant for such permit to file a si9ned statement tha! he is licensed pursuant lo the provisions of the Conlractor's
License Law (Chapter 9 commencing with Section 7000 ol 01vis1on 3 of the Business and Professions Code) or that is ex·
empt therefrom and the basis !or the a!legeo exemption Any
v1o!ation ol Section 7031. 5 by an applicant 1or a permit sub-
Jects 1he applicant to a civil penally of not more than live hun-
dred dollars ($500)
I I I. as owner of !he property, or my employees with wages
as their sole compensation. will do the work , and the struc-
ture Is nol intended or oflered for sale (Sec 7044, Business
and Professions Code. The Contraclor' s License Law does
nol apply 10 an owner of property who builds or improves
lhereon and who does such work h1msell or through his own employees. provided !hat such improvements are not intend-
ed or ollered lor sale. 11, however. the building or improve-
ment 1s sold w11hin one year of completIon, !he owner-builder
will have !he burden ol proving tha1 he dtd not build or im-
prove lor the purpose 01 sale)
I l I, as owner of lhe property, am exclusively contracling
wllh licensed contractors to construct the project (Sec. 7044,
Business and Prolesslons Code: The Con!ractor's license
Law does nol apply to an owner ol properly who builds or im-
proves thereon. and who contracts lor each projects with a
[~~raclor(s) license pursuant to !he Conlractor's License
!l As a homeowner I am Impro\ling my home, and the follow-ing condihons exist:
1. The work is being performed prior to sale
2. I have lived in my home tor !welve months
prior to complelion al this work
3. 1 have no! claimed lh1s exemplion during the last lhree years
□ I am exempt under Sec _____ _ B & PC. for lh1s reason ------------
0 I hereby a!lirm thal I have a certificate ol consent to
sell•insure. or a certificate ol Workers· Compensation In-
surance. or a certified co~reof (Sec. 3~ . .L,ebor Code)
POLICY NO. PC. 1'-f '3 • 7'f' ..,J...,
~oMPANY f:.epa bl,· c..., t Copy is Hied Wllh the city
0 Certified copy is hereby furnished
CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE
(This section need not be completed if !he permit
is for one hundred dollars ($100) or less)
D I certify that in the performance ol 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· Compen-
sation Laws of California.
NOTICE TO APPLICANT: If. af!er making this Certificate
of Exemption. you should become subject to the Workers·
Compensation provisions of the Labor Code, you must
forthwith comply with such provisions or this permit shalt
be deemed revoked.
l . D I hereby affirm that there Is a construction lending ffi agency for the performance of the work for which this per
O mil Is issued (Sec 3097 C1v1l Code) r z ~ Lenders Name ___________ _
Lenders Address ___________ _
CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT 2075 Las Palmas Dr., Carlsbad, CA 92009-1915 (61 9) 438-1161
JOB ADDRESS AV. ST. AD. THOMAS BROS NO
,~:~3~lffiNI
BUSINESS LICENSE # VALUATION PERMIT NUMBE R
?33Q r-AJ>.A""''-. A_V'i£_ \0/4ec>
LOT I BLOCK I SUBDIVISION I ASSESSOR PARCEL NO. CONTRACTOR CONTRACTORS PHONE • ZONE Po2S-f1 OWNE A'S NAME
17 '53 ::;; :; p;9~ AMt"PVA.&. ' AUtvl--'1.tnL ~ !:(d2-3C lO
~ CONTRACTOR'S ADDRESS STATE LICENSE NO. BUILDING SO. FOOTAGE
-J.,,,,,;r:-'--....._ /.Ll "(T1:'""" C.o~ "75 ?A' 'PArJ.A.. '1../:.a.v ~--r-{!-/Ip ~7:3~oU. OWNER'S MAILING ADDRESS
,77r""J ~{ .r'A/-.A I/VO 12 ~ ,0, t ~ DESIGNE A DESIGNE A'S PHONE
~
DESCRIPTION OF WOAK---r,it_,....J,6,.,,_ ,h-/"4t"~-,..,.,.,,..,~~ OESIGNEA'S ADOAESS STATE LICENSE NO 5113 03/01/89 0001 01 02
( 'Frei::.. < 'Pr2t µ ~ ~ ~~\ BldP t 193-0~
F/P FLA ELEV. NO OCC GP EDU
STORI ES
vO NO ---I CENSUS TRACT I PARK ING SPACE I RES UNITS I GRADING PERMIT ISSUED I RE DEVELOPMENT TYPE OCC LOA D FIRE SPA AREA CONST
YO N 0 ,o NO vO NO Not Valid Unlns Machine Certified
QTY. PLUMBING PERMIT -ISSUE 75~ QTY. MECH ANICAL PERMIT· ISSUE /~t:JO SUMMARY/ACCOUNT NUMBER
EACH FI XTURE TRAP INSTALL FURN. DUCTS i.JP TD 100.000 BTU tlUILUINu ~tRMI I vu 1 ·8 l 0·00·00·8,20 -·<
EACH BUILDING SEWER OVER 100.000 BTU SIGN PERMIT 001·B10·00·00·8221 I~ I
,..,.._
EACH WATER HEATER AND,DR VENT BOILER/COMPRESSOR UP TD 3 HP PLAN CHECK 001-810·00·00-8891 . ~ -a> C .. -
EACH GAS SYSTEM 1 TO 4 OUTLETS BOILER /COMPRESSOR 3.15 HP TOTAL PLUMBING 001·810·00-00·8222
EACH GAS SYSTEM 5 OR MORE METAL FIREPLACE ELECTRICAL 001·810·00·00·8223
EACH INSTAL. ALTER. REPAIR WATER PIPE VENT FAN SINGLE DUCT MECHANICAL 001·810·00·00·8224
EACH VACUUM BREAKER MECH EXHAUST HOOD ID UCTS MOBILEHOME 001·810·00·00-8225
WATER SOFTNER RELOCATION OF EA FURNACE/HEATER SOLAR 001 ·810·00·00·8226 •
EACH ROOF DRAIN (INSIDE! DRYER VENT STRONG MOTION 880-519·92·33 t l I ' 0 V
TQT,;L MECHANICAL FIRE SPRIN~LERS 001 ·810·00·00·8227 i ,,'7--------
TOlAL PLUMB ING I PUBLIC FACILITIES FEE 320-810·00·00·8740
\c(ob BRIDGE FEE 360-810·00·00-87 40
QTY. ELECTRICAL PERMIT· ISSUE QTY MOBILE HOME SETUP PARK·IN·LIEU (AREA )
NEW CONST EA AMP SWl ~KR CAR PORT TIF 312-810-00·00·8835
I PH J PH AWNING LA COSTA TIF 31 1-810·00·00·8835
EX IST BLDG EA AMP/SWT '8KR I GARAGE FMF I
1 PH J PH LICENSE TAX 001·810·00·00-8162
REMODEL 'ALHA PER CIRCUIT MFF 880-519·92·57
TEMP POLE 200 AMPS
OVER 200 AMPS
TEMP OCCUPANCY 130 DAYSI
CREDIT DEPOSIT
TOTAL ELECTRICAL I TOTAL TOTAL FEES PAYABLE I tn I q3 ., OS ;
I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY Exptrat1on Every permit issued by the Building Off1c1al under the provrsrons of this * AN OSHA PERM:T IS REQUIRED FOR EXCAVATIONS OVER
CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATIOl>J HEREON INCLUDING THE Code shall expire by l1m11at1on and become null and '-'Old If the building or work 5' O" DEEP AND DEMOLITION OR CONSTRUCTION OF
DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS authorized by such perm,t ,s not commenced within 180 days from the dale ot such STRUCTURES OVER 3 STORIES IN HEIGHT
ISSUED: TO COMPLY WITH ALL CITY COUNlY AND STATE LAWS GOVERNING BUILDING CON· ~~~~~10n°:d i:t t=~v ~~~~i~fle~;h:~~,:~~hi~~~e:feJ~~~ cf~~~~d1~,5~:8~:~~d or
STRUCTI0N. WHETHER SPECIFIED HEREIN OR NOT I ALSO AGREE TO SAVE INDEMNIFY AND APPLICANT'S SIGNATURE If. OWNER □ CONTRACTOR 0 APPROVED BY DATE 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 BY PHONE [J ('.✓. ... ,#,,(RI ,AIJ J .J/;/M GRANTING OF THIS PERMIT.
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THERE ARE NO
PLANS
ASSOCIATED WITH
THIS PERMIT
--------------------
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AMERlCAN AUTOTvIA11 IC CITYOF
Specializing in Commercial & Res•c!e,-:1,al
HY DRAULIC DESIGN I 'FOR.J\AT!O SHEET
NAME __ J:M..l..,k:~AA""""-'>..i}'---_:t:-1-,........,]. __________________ DA TE :::Z.· 2-Z ·'3°(
LOCATION-----------------------------------:-------
BUILDING l SYSTEM NQ, __ ( ______ _ ~ CONTRACTOR Mf.51 _____________________ CONTRACT NO. \V9'2S3
CALCULATED SY :S DRAWi G NO.-~-~----
CONSTRUCTION: D COMBUSTIBLE • NON-COMBUSTIBLE CEILING HEIGHT 9 FT,
OCCUPANCY _______________________________________ _
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• NFP,; ~-B LT. HAZ. ORD. HAZ. GP. 0 1 □ 2 D 3 □ EX. HAZ.
D NF?A 231 D NFPA 231C: FIGURE CURVE n OTHEn (Specify)
D S?ECI i=IC RULING
A REA OF SPi=U 'KLER OPERATION
DENSITY
1500
. I
AREA PER SPRINKLER '2:25 ~
HOSE AL OWA CE GPM: iNSIDE --~0"""'---
HOSE AL '....O','✓ANCE GPM: OUTSIDE -~I c:9 __ o __
RACK SP r.lNKLER ALLO\'/Al'JCS . C>
MADE BY DATE
~YSTEM TYPF
ill WET O DRY O DELUGE O PRE-ACTION
SPRINKLER OR NOZZLE
MAKE ~t,..t,.Je,u_. MODEL ~
SIZE ~ K-FACTOn 5. Co __ _
l TE~P ERATURc: RATING f.;::,1=5°
CALCULATION II GPM REQUIRED 3,c::,3
SUMMARY "C" FACTCn.USE'.J:
PSI REQUIRcO ~ AT SASE OF RIS:=R .
OVERHEAD _ _._12=-..cc::>=------UNDERGROUND_-_____ _
>-..J n. Cl.
::::)
U)
er llJ
I-< 3:
llJ I'..:> <: a: 0 I-C/)
>-l-
o 0 :E ::E 0 L)
WA Tf9 FLO\'/ TEST
DATE & TIME
ST ,-...T iC P SI
RES IDUAL ?S i
GPM FLO\', ,t G
ELE AT ON G?M
C 'iMODl TY ______________ CLASS ________ _
STC ..... !:: HEIGHT AREA---------::~~
STORAGc: 'IC:THOD: SOLID P ILED %
SI G
DOUS
0 MU L..T
NVENTIO
HORI :::c. 'T AL 3,;Rr-1l!=RS PR O'✓ IDE:J i -------
RACK ______ %
AUTOMATIC STORAGE n E 'CAPSULATED
SOLID SHELVING O NON-
OPE J :=NCAPSULATED
~.:.GE TOCEILiNG
FT. _______ IN.
---------------------------
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• i J L----__:_G...:......RA:..:.:.P....::...H_:..:...S.H.:.......E_ET~F--=--OR_HY_D_R_A_UL_IC_CA_L_C_U--:L_A T_I_ON_S ___ ----:------------------~
/ Nom~Addrm of Proo•rlY ~ I ---f' \.
I
' \
__ . .. _ _ _,_ .__ c-~--~. _..._ __ ,___f---L-i-14---1---'-•· --
0 I 2 3 4 5 6 7 8 g 10 Q •·-
FLOW • GPM >< \cc:>
SUBMITTAL SERIAL N0:2153H-01
TACAN T. I. C:LT. HAZAPD Al?EA)
FLOW TEST RESULTS
STATIC
RESIDUAL AT 2800 .0 GPM
PRESSURE AVAILABLE AT 302.9 GPM
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPF.: FLOW FLOW K-FACTOR
.. ___ --------
300 18 . 20 18. 20 5.50
301 18. 3 "3 14. 60 c::-50 ...J .
302 1 '3, OE, 14. 50 5.50
:jc)3 20. 5,:3 14. 50 c;:, 50 .; .
304 . -.'"' ..:~ ~ ■ '::!2 18. '::JO 5.50
306 18.31 18. 20 C.7 ...i. 50
307 18. 50 14. 50 5.50
308 1 '='. 18 14. 50 c:-...i . 50
3 0'3 20 . 72 14. so 5.50
310 24. OE. 18. '30 5. 5()
312 24. 56 14.6 0 5. ~"50
313 24. 80 14. 5 0 c::-50 ...J.
314 25.67 14.60 5.50
41 =i 25. 95 1 E,. BO c::-50 _,.
TOTAL WATER REQU IRED FOR SYSTEM
TOTAL WATER REQUIREMENT
PRESSURE REQUIRED AT 0
PPESSUF.:E
-·----------
10. '35
11. 17
L2. Ol
14.02
H:l. '=' 1
11 . 0'3
1 1 31
12 . 16
14. l '::J
1':L 1 r::, w
1 '3. ·::1:~
2(). 33
:21 .78
24.00
302. '30 13F'M
:~02. '::10 (:iPM
EA. 28 PS I
MAXIM UM PRESSURE UNBALAN CE IN LOOPS 0.075 PSI
MAXIMUM VELOCITY IN P I PES 21.87 FPS
12-05-1988 PAGE 1
81 . 00 F·SI
76 .50 PSI
80. ':33 F'S I
SUBMITTAL SEF.:IAL NO: 21531-1-01 12-05-1 '388 F'Al3E 2
T ACAN T. I . (I._ T. HAZAF.:D AF.:EA)
FF.:OM TO F"UJW DIAIVI EDUIV F'--L.OSS F·F.:ESSUF.:E
(:iF'M IN F'IPE PSI/FT SUMMAF.:Y
LEN/FT F'S!
-----------------
301 300 1. 442 L 10. 0 0 0. 0232 F'T 10. '35 (300)
Q 18 . 20 F=O F" 0. 00 F"E 0.00
BN Cl.20 T 10. 00 F"F 0. ·-:•"':' .i.:~ -...J
302 301D0 18. 3 "3 1 . 442 L 1 0. 00 0 .0845 PT 1 1 . 18 (301 )
Q 3E, II 5•3 F=O F 0. 00 PE 0 .00
BN C:1.2 0 T 10. 00 F'F o. 84
3(>3 302D0 1 '3. 05 1 .442 L 11 . 00 o. 1.835 F'T 12.02 (302)
Q i=i:= 65 F=:=O F-o. 00 F"E 0.00 JJ ,
BN C L"20 T 11. 00 F"F 2. 02
304 303D0 20 . 5"3 1 442 L. l e= J . 0(i 0. 3:285 F'T 14. 04 ( :303)
Q 75. 24 r--=O F 0.00 F·E 0.00
BN C:120 T 1 i:= J, 00 F'F 4. '33
305 304D0 2:~. '32 1. 442 L 1 1 . 00 0 . :544:2 F"T 18. '37 (304)
Q 100 . 15 F=O/T F 10. 00 F'E 0 . 00
BN Cl:20 T 21 . 00 PF 11.43
13 305 1 380 I_ 0 . 42 0 . 5741 F'T 30 .40 (305)
Q 100. 15 F =T F" 5 .00 F'E o. 18
NF.: C120 T 5. 4 .-, ..::. PF 4 ':-'":• . ....,....,
F'T 34. '31 ( 13)
-----------------
315 4 15 1.. 0 4 '3 L. 2 .00 0. 225'3 F'T :~4. 00 (415)
Q 25 . '35 F"==T F r.:.· J, 00 F·E 0.00
AO C12 0 T 7 . 00 F'F 1. 58
F·T :25.58 C::3 15)
-----------------
313 312 1 .442 L 10.00 0.0404 F'T 1 '3. '33 (312)
Q 24 . 5E, r--==O F o. 00 F'E o. (l(l
BN C :L :"20 T 10.00 F'F 0 .40
314 313DQ :24 .80 1 442 I... 10. 00 0 . 1470 F·T 20. 33 (313)
Q 4'3 . 35 F==O F 0.00 F'E 0.00
BN C1.20 T 10. 00 F'F 1. 47
:~ 15 314DQ 25.57 1. 442 L 12. 00 0. 318'::J PT 21 .80 (31 4)
Q 75. 03 F:::O F o. 00 PE 0 .00
BN C:120 T 12 .00 PF '"' 83 ..::,.
316 315DQ 25 . '35 1. 442 L 10.00 0.5525 PT .-,c:-..::.J. 53 (3 15)
Q 101 . •37 F=O F 0. 00 F'E 0.00
BN C:120 T 10.00 F'F 5.53
1.1 31 E, :l . :-38<) L 0.4:2 0. 5'::!6'::! F'T 3 l .25 (315)
Q 101 . '::17 1=-,::::T 1=-6 . 00 FE 0. 18
NF,: C:l20 T E,. 4:2 pf--4.47
PT ,,c:-,.:,J. '31. ( 1 l)
SUBMITTAL SEF.: I AL N0:2 153H-Ol 1 :~~-05··-l '388 F'.Al3E ,:, .....,
TACAN T. I. (LT. HAZAF?D AF~EA)
FF.:OM TO FLOW DIAM EQUIV F·-1._oss F'F.:ESSUF.:E
GPM IN F'IF·E F"S I /FT SUMMAF.:"Y
1._EN/FT F·SI
-----------------
:307 30E, 1. 442 L. 10. 00 0. C):2::)5 PT 11. o·::i (305)
Q 18.31 F==O F 0. 00 F'E 0. 00
BN C:120 T 1.0. 00 F'F o . . -,r, ...:.:.~
308 307DQ 18. 50 1 . 442 l._ 10.00 0.0854 F'T 11 . 32 (307)
Q 3b.81 F=O F-o. 00 F'E 0.00
BN c:1 :20 T 10.00 F'F 0 .85
30':;I 308DQ 1 "3. 18 1 . 442 L 1 1 . 00 0. 1856 F'T 1 :::-~. 17 (308)
Q ct= ,_h.J • '::)':;I ~-=o F. o . 00 F'E 0.00
BN C::l.20 T 11. 00 PF 2.04
310 30'3DQ 20. 72. 1 . 442 L 15.00 (). 332:'2 F"T 14.21 ( 30':;I)
Q 75. 71 F-=O r=-o. 00 F'E 0. 00
BN C::120 T 15. 00 F'F 4.':;18
31 1 310DD 24. Ob 1 .442 L_ 1 1 .00 0 .5503 F'T 1 "3. 1 '3 (310)
Q 100. 77 F0:::0/T F 10.00 F'E o. 00
BN Cl:20 T 21 . 00 F"F 1 1 . 56
1.-, ..::. 31 1 1 380 L 0. 42 0.5817 PT 30. 75 (31 1 )
Q 100. 77 F=T ~-E,.00 F'E 0. 18
NF.: CL20 T E, . 4 .-, ..::. F'F 4.38
F:•T 35 .. 31 ( 12)
-----------------1.-, ..::. 13 2. 535 L 14 .. 00 0. 028':i PT 34 .84 ( 13)
Q 100 . l. E, F==O F 0.00 PE o. 00
FM Cl:20 T 14. 00 PF 0.40
1 1 12DQ 100.77 2. Er,c: .J..:'J...J L F:i. 00 0. :1.047 F"T 35 .24 ( 12)
Q 200.'32 F=O F 0.00 F'E 0.00
FM C::120 T E,. 00 F·~-o. E,•""\ ..::,
10 11DQ 101 . "37 2.635 L 55. 00 0. 2238 PT 35.87 ( 1 1 )
Q 3<):~. ':;10 F=O F 0.00 F'E o. 00
FM C120 T 55. 00 PF 14.55
3 10 3.250 L 1,;-_-.-.r;:;-,.J • .O::...J 0.07':!4 F'T 50.42 ( 10)
Q 302. '30 F·==E/T F 24.00 PE --2. 27
FM C 1 ~20 T 29. :25 F'F .-. r""'\•-, L. -..JL
;~ 3 r, 2E,O L_ 75. 00 0.07'34 F'T 50.47 ( 3) ,._J ..
Q :302. '30 1=-:::::0 1=-0. 00 F'E 0. 00
FM C:L:20 T 76.00 PF 6.03
1 2 4. 2GO L 24 .00 0.0215 PT 55 .50 ( 2)
Q 302.90 F==T F 2 1. 00 PE 0.00
Fl1 C:1.20 T 45.00 PF 0. '37
0 1 4.250 L_ 15.00 0 .. 02 l E, F"T 57. 47 ( 1.)
Q ::::02. '30 F==O F. 0.00 F'E E,. 4 '3
F"P r·:·1 ·:;:,n T 1 i::; -()() PF (J --:: ·:::,
SUB MITTAL SERIAL N0:2153H-01
TACAN T.I. (LT. HAZARD AREA)
PRESSURE AVAILABLE AT NODE OAT 302.9 GPM
MA XIM UM PRESSURE UNBALANCE IN LOOPS 0.075 PSI
MAX I MUM VELOCITY IN PIPES 21.87 FPS
PT 54.28 ( 0)
12-05-1988 PAGE 4
80.9 PSI