HomeMy WebLinkAbout2020 PLAYA RD; ; 86-286; PermitUSE BALL POINT PEN ONLY & PRSS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS.
CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT Carlsbad, California 92008-4859
JOB ADDRESS . AV. ST.RO, NEAREST CROSS ST. DATE OF APPLICATION BUSINESS LICENSE
e1 . .
l VALUATION PERMIT NUMBER
ôz o
BLOCK SU61 VISION ASSESSOR PARCEL NO. CONTRACTOR CONTRACTORS If U I
Y~l z.ici 'z.. C 7.001 ô? PHONE ZONE
OWNER'S NAME OWNER'S PHONE
BUILDING SO. FOOTAGE COP1TflACTOm' AflflRFSS STATE LICENSE NO. Dr. Le.ro-1 1 . , -' _
116017 -e . OWNER'3 . IdoI ' E, MAILING AODflECS i i
DESIGNER it DESIGNE RS PHONE
OE CRIPTIONOFWOF3K I a&er 2t7-t'0
DESi'GI4ER'S ADDRESS STATE LICENSE NO.
F/P FLREL I NO OcCGP EDU STORIES
-------
uUU uu.L UW./brtcnt
. . - YO NO
-'
PARKING SPACE RES UNITS GRADING PERMIT ISSUED REDEVELOPMENT TYPE 0CC LOAD FIRE SPR AREA CONSJ
V 0 N 0 V 0 NO y41 YO NO Not Valid Unless Machine Certified,
-
OTY. PLUMBING PERMIT - ISSUE 7 QTY. MECHANICAL PERMIT - ISSUE 3 SUMMARY/ACCOUNT NUMBER
EACH FIXTURE TRAP /5'-'. - INSTALL FURN. DUCTS UP TO 100.000 BTU .
41' BUILDING PERMIT 001-810'00-00-8220 —
-
EACH BUILDING SEWER ' - - . / 100,000-S-lU SIGN PERMIT °W'°1°22'
EACH WATER HEATER ANDIOR VENT "i BOILER/COMPRESSOR UP TO 3 HP , PLAN CHEJV. ,? 741
- EACH GAS SYSTEM I TO 4 OUTLETS , BOILER/COMPRESSOR 3.15 HP . TOTAL PLUMING 001-810-00-00-8222 ____________
EACH GAS SYSTEMS OR MORE . ,v METAL FIREPLACE ELECTRICAL t 2 p11M%O0-8223 IS
7
EACH INSTAL.. ALTER, REPAIR WATER PIPE / 7 .,- --
-
VENT FAN SINGLE DUCT
MECH EXHAUST - HOOD/DUCTS
7.,.-.
.
MECHANICAL L
MOBILEQ
001-810'00-00-8224 —
- EACH VACUUM BREAKER ,
WATER SOFTNER , RELOCATION OF EA FURNACE/HEATER . SOLAR ifili"L
6,11* Dig it S.
- EACH ROOF DRAIN (INSIDE) . DRYER VENT . .STREVt?M "880.519.92.33
-
' .-o TOTAL MECHANICAL
.
FIRE SPRINKLERS -. 001-810'00-00-8227
TOTA\PLUMBING I PUBLIC FACILITIES FEE 320'810'00'00-8740
QTY. 5- OTY. ' ' MOBILE HOME SETUP
BRIDGE FEE
ELECT CAL PERMIT - ISSUE PARK-IN-LIEU (AREA ) -
- NEW CONST EA AMPSWTBKR - CARPORT . TIF • .001-810-00-00'8835
1 PH 3 PH . AWNING ' LICENSE TA O0?-810'00-00.8162
EXIST BLDG EAAM?ISWTI8KR . GARAGE .MFF- .. 880-519-92-57
1 P 3PH . .,.. '-
REMOOELfALTER PER CIRCUIT,.
TEMPPOLE200AMPS
OVER 200AMPS
TEMP OCCUPANCY 130 DAYS)
CREDIT DEPOSIT <'3 I
TOTAL ELECTRICAL TOTAL TOTAL FEES PAYABLE 3 1_I
I HAVE CREFULLY EXAMINED THE COMPLETED 'PPLICATJ9N AND PERMIT" ANDbHEMBY 'Exptratiofiherypermitlssuedbythe8uifdjngOfticjafundertheprovisionaofthja * AN OS4A
CERTIFY 'UNDER PE14ALTY OF.PERJIJRY THAT, AEL lNFORMATION HEREON INCLUDING THE Code shodl exppre by limitation andbecome null and void. lrthe building orjiork 5' Ep'sDO€MITTRcoHsTpucTN O ............. authorzedbysuchpermitisnotcomme.pcedwuthtn IB0daysfromthdatIfofs/jch _ DECLARATIONS ARE TRUE AND CORRECT AND FURTH c5C TIFY AND AGREE IF A PERMI IS permit or if th buildina or Work authorized by such permit is suspended or ,5T9UTUqES OVER 3 STORIES IN HEIGHT
ISSUED 10 "COMPLY WITH ALL ClTY-COU$Vf.AND STATE LAWS GOVERNING BUILDING CON abandon an time alter the worlod7lommenced fora period of 180 daya' ETHER SPECIFiED HEREIN ORLNO7 I ALSO AGREE TO SAVE INDEMNIFY AND 'PROVED BY KEE S JE. CITX OI7A,.JiLSBAD AGAWST ALL LJABILITIES JUDGMENTS COSTS AD APP r S SIGNA RE N' OWNER Li CONTRACTOR 0 T STR
*~Ariil
EMS IN CONSEQUENCE T E
I BY PHONE 0
80 2r' 0 I hereby affirm thet lam licensed under
U I provisions of Chapter 9 (commencing with I Section 1000) of Division 3 of the Business
and Professions Code, and my license is in
L. full force and effect.
I hereby affirm that I am exempt from the Contrac-for's License Law for the following reason (Sec. 7031.5
Bui;iess .ifld Pink ISona Cods: Any city or county whlcL ru-quires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the ap-
plicant for such permit to tile a signed statement that he is licensed puusudnt tu the provisions of the Gootractur's License Law (Chapter 9 commencing with Section 7000 of
Division 301 the Business and Professions Code) or that is ex-empt therefrom and the basis for the alleges exemption. Any
violation of Section 7031.5 by an applicant for a permit sub-jects the applicant to a Civil penalty 01 sot more than live hun-
dred dollars ($500).
ac 1. as owner of the property, or my employees with wages
I s their Sole compensation, will do the work, and the struc-ture is not intended or offered for sale (Sec. 7044. Business a and Professions Code: The Contractor's License Law does noI 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 intend-it or offered for sale, it. however, the building or improve- Z mont is sold within one year of completion, the ownor'bailder
will have the harden 01 proving that he did not build or !in-
0 prove for the purpose of sale).
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 01 property who builds or im-proves thereon, and who contracts for each projects with
contractor(s) license pursuant 10 the Contractor's License Law).
As a homeowner lam improving my home, and the toll ow-
ing Conditions exist
The work is being performed prier to sale. I have lived in my home for twelve months
prior to completion of this work, I have not claimed this exemption daring the last three years.
O lam exempt under Soc. - B& P.C.
for this reason
I
O i hereby affirm that I have a certificate of consent to
sell-insure. or a certificate of Workers' Compensation in-
surance, or a certified copy thereof (Sec. 3800. Labor Code)
POLICY NO,
COMPANY
Copy is tiled with the City
certified copy 10 hereby furnished
0 CERTIFICATE OF EXEMPTION FROM
U WORKERS' COMPENSATION INSURANCE
efl (This section need not be completed if the permit
80 Is for one hundred dollars ($100) or less)
39 0 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 lathe WOrkeru Compen-
sation Laws of California.
NOTICE TO APPLICANT: if, after making this Certificate
at Esemption, you should become subject to the Workers
Compensation provisions of the Labor Code, you must
forthwith comply with such provisions or this permit shall
be deemed revoked,
[" 0 I hereby affirm that (hero is a construction lending
agency tar the performance of the work tar whIch this per-
01 mill is issued (Sec. 3097, Civil Code)
uA Lender's Name_______________________________ ,al L Lender's Addreas________________________________
14,
0
0 C, 0. (I) C
TYPE INSPECTOR -
BUILDING
FOUNDATION
REINFORCED STEEL
MASONRY
GUNITE OR GROUT
SUB FRAME 0 FLOOR 0 CEIIJNG
SHEATHING 0 ROOF 0 SHEAR
FRAME
EXTERIOR LATH
INSULATION
INTERIOR LATH & DRYWALL
FIELD INSPECTION RECORD
REQUIRED SPECIAL INSPECTIONS INSPECTOR'S NOTES
S.
INSPECTION REQ. IF INSPECTOR'S ' $ J DATE CHECKED APPROVAL
-
SOILS COMPLIANCE
PRIOR TO
FOUNDATION INSP
STRUCTURAL CONCRETE
OVER 2001D5ISI
P
CONCRETE
RESTRESSED
- -POST TENSIONED t + CONCRETE a 14- .
PLUMBING FIELD WELDING
SEWER AND BLICO 0 PJCO HIGH STRENGTH
BOLTS UNDERGROUND 0 WASTE 0 WATER
SPECIAL54A'SOtRY.
. _______ ____
'• TOP OUT DWASTE 04IATER _$ -
TUB AND SHOWER PAN _______________ _____ _________ _____ . .-.-. -,
AS TEST i / PILES CAISSONS C+ ' rC WATER HEATER 0 SOLAR WTE ______ . ______________ _____ ______ _____ -.
-
.••-
-- I
ELECTRICAL
ELECTRIC UNDERGROUND 0 UFFER
ROUGH ELECTRIC
ELECTRIC SERVICE 0 TEMPORARY
- BONDING 0 POOL S.
MECHANICAL
.
DUCT & PLEM., 0 REF. PIPING
HEAT - AIR COND. SYSTEMS -. .
. ..,• . \'! 22±T2'
VENTILATING SYSTEMS
CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE,
ITEMS ABOVE HAVE BEEN APPROVED -'. ' ..:•--
FINAL
- *
PLUMBING ---.' 77- -- -.
ELECTRICAL
MECHANICAL ." -.
__________ ____
_________
______
.
____
____________________________________________________
•• GAS gc'.1€.J2. -:7-'2-9f ______
BUILDING
SPECIAL CONDITIONS
2 hereby affirm that I am licensed under I
U I provisions of Chapter 9 (commencing with
49 Section 1000) of Division 3 of the Business
I . and Professions Code, and my license is in
L full force and effect. -
I hereby affirm that I am exempt from the Centrac- - I jut's License Law for the following reason (Sec. 1031.5
Business and Professions Cede:. Any city or county which re-quires a permit to Construct, alter, improve, demolish, or I
repair any structure, prior toils issuance also requires the ap- plucant for such permit to life a signed statement that he is
licensed pursuant to the provisions of the Contractors License Law (Chapter 9 commencing with Section 7000 of Division 3 of the Business and Professions Cede) or that is ex-empt therefrom and the basin for the alleged exemption. Any I - violation of Section 1031.5 by an applicant for a permit sub-jects the applicant 100 Civil penally of not more than five bun- -
dred dollars ($500).
I I, as owner of the property, or my employees with wages
as their sole compensation, will do the work, and the struc-
ture is not intended or offered for sale (Soc. 7044.- Business
and Professions Code: The Contractor's License Law does
not apply to an owner of properly who builds or improves
thereon and who does such work himself or through his own I employeeo. provided that such improvements are not intend-ed or ollered for sale. If, however, the building or improve-
ment is sold within one year 01 completion. the owner-builder I will have the burden of proving that he did not build or im-prove for the purpose of sale).
Ii I, as owner of the property, am exclusively cost ractieg wit h fcenoed contractors to construct the project (Soc. 1044, Business and Professions Cede: The Contractor's License I Law does out apply loan owner of property who builds or im-proves thereso, and who contracts for each projects with a - - contractor(s) license pursuant to the Contractor's License - Law). _ - - . I O As a fismesweor lam improving my heme, and the follow- I log conditions exist:
1, The work is being performed prior to sale. I -
I have lived in my home for twelve months i
Prior to completion of this work. - I have not claimed this exemption daring the last three years.
I am exempt under Sec. - - B & P.C. . I for this reason
thereby at him that I have a certificate 01 consent to I elf-i Jr.. or a cerlificafe of Workers' Compensation In.
surance. or a certl 1lid y thereof (Sec. 3800. Labor Co ci
POLICY NO. I
Certified copy is hereby furnished
-.
CERTIFICATE OF EXEMPTION FROM
WORKERS' COMPENSATION INSURANCE
(ThIs section need not be completed if the permit I - is for one hundred dollars (0100) or less) .(
I certify that in the performance of the work for which I 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: It, atternakIng this Certificate I
CI Exemption. you should become subject to the Workers
Compensation provisions of the Labor Code, you must
- forthwith comply with such provisions or this permit shall
be deemed revoked. . I
19 '(a 0 -J
I
USE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS.
f•' 0 1 hereby affirm (fiat there is a Construction lending
agency forth, performance at the wont for which this per.
ci mit is issued (Sec. 3097, Civil Coda) - -
zi W l Lender's Name
-ii L Lender's Address -
-CARLSBAD BUILDING DEPARTMENT
. APPLICATION & PERMIT 2075 Las Palmas Dr., Carlsbad, CA 92009-4859 (619) 438-1161 - -
JOB ADDRESS AV. ST. RD. NEAREST CROSS ST. DATE OF APPLICATION BUSINESS LICENSE # VALUATION . PERMIT NUMBEA
c Ae
iz(tl
-(h W -a— 03 SQ-
ZONE LOT BLOCK 801 ViSN - AS EL NO CONTRACTOR CONTRACTORS PHONE N 1olIS3 S4Q(I_-
Or
-,A
OWNER'S NAME Ij k% -_
Li
OWNER'S PHONE
00/
BUILDING SO. FOOTAGE
—o/8! CONTRACTOR'S ADDRESS STATE LICENSE NO.
i.'esir-.I_41-36
OWNER'S MAILING AOESS P_,1Vtvsi tAb.y _ zsio1'
. - DESIGNER DESIGNER'S PHONE
D_CiPTIONOFWORK
DESIGNER'S ADDRESS STATE LICENSE NO. - -
I I - - F/P FLRELEV.1 NO OCCGP EDU
STORIES
),.k5Ar'LL.- I vOND iUi1i/.ii/86PRiT 123. PARKING SPACE RES UNITS EDEVELOPMENT I I_TYPE 0CC LOAD t_FIRE SPR -
f
GRADING PERMIT ISSUEDT
AREA I ICONST I
V 0 N 0 Y o ND YO NO Not Valid Unless Machine Certified -
QTY. 9' SUMMARY/ACCOUNT NUMBER PLUMBING PERMIT- ISSUE QTY. MECHANICAL PERMIT- ISSUE
EACH FIXTURE TRAP INSTALL FURN. DUCTS UP TO 100.000 BTU BUILDING PERMIT 001-810-00-00-8220 7J'_
EACH BUILDING SEWER - - OVER 100,000 BTU . SIGN PERMIT 001-810-00-00-8221
- EACH WATER HEATER AND/OR VENT ' ,•. - BOILER/COMPRESSORUPTO3HP ,, PLAN CHECK 001-810-00-00-8821
- EACH GAS SYSTEM 1-T04 OUT LETS . BOILER/COMPRESSOR 3.15 HP _, , TOTALPLUMBING 001-810-00-00-8222
EACH GAS SYSTEMS OR MORE . . METAL FIREPLACE ,
-_ELECTRICAL 001-810-00-00-8223
EACH INSTAL.. ALTER, REPAIRWATER PIPE . VENT FAN SINGLE DUCT . MECHANICAL- 001-810-00-00-8224
EACHVACUUMBREAKER- , - MECHEXHAUST - HOOD/DUCTS . MOBILEHOME 001-810-00-00-8225
WATER SOFTNER _I , ' 'RELOCATiONOFEAFURNACE/HEATER .. -.- SOLAR __'001-810-00-00-8226
EACHROOFDRAIN(INSIDE) . DRYER VENT - STRONG MOTION 880-519-92'33
TOTAL MECHANICAL
--_-_'_I - , TOTAL PLUMBING I .-
I -
.
FIRE SPRINKLERS 001-810-00-00-8227
- - PUBLIC FACILITIES FEE -320-810-00-00-8740
BRIDGE FEE _360-810-00-00-8740
QTY. ELECTRICAL PERMIT -JSS UE,
- QTY. MOBILE HOME SETUP - PARK-IN-LIEU (AREA
- NEWCONST-EAAMP/SWTiBKR _- CARPORT -.. . -TIF __134-810-00-00-8835 -
IPH - _3PH .. AWNING - , LA COSTA TIF 133'810-00-00-8835
EXIST BLDG EA AMPISWTIBI(R . - GARAGE - - - . FMF -
1 PH 3 PH ' - -. . LICENSE TAX OO1'810-OO'00-8162 -..-
REMODEL:ALTER PER CIRCUIT ' . MIFF ' 880-519'92-57
TEMPPOLE •200AMPS
- —OVER 200AMPS
TEMP OCCUPANCY (30 DAYS)
CREDIT DEPOSIT
- - TOTAL ELECTRICAL ' TOTAL
— — '
TOTALFEESPAYABLE -7 2 _1_,.-3_J —
I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY Expiration. Every permit issued by the Building Official under the provisions otthis * AN OSHA PET IS REQUIRED FOR EXCAVATIONS OVER I Code shall expire by limitation and become null and void If the building or work CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE 5'0" authorized by such permit is not commenced within 180 days from the dale of such DEEP AND DEMOLITION OR CONSTRUCTION OF
DECLARATIONS ARE TRUE-.AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS I permit, or if the building or work authorized by such permit is suspended or STRUCTURES OVER 3 STORIES IN HEIGHT
ISSUED: TO COMPLY WITH ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CON-Iabandoned at anytftertheworkiscommen_foraperiod 01180dave STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIF _____________ KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS. COSTS AND OWNER 0 CONTRACTOR BY
O?/' EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE _Y •:D•_u_:2:N T BY PHONE 0
P
PROV
~5 GRANTING OF THIS PERMIT. '1 7
TYPE I DATE INSPECTOR
BUILDING
FOUNDATION
REINFORCED STEEL
MASONRY
GUNITE OR GROUT
SUB FRAME 0 FLOOR 0 CEILING
SHEATHING 0 ROOF 0 SHEAR
FRAME
EXTERIOR LATH
INSULATION
INTERIOR LATH & DRYWALL
PLUMBING
SEWER AND BL/CO 0 FL/CO
UNDERGROUND 0 WASTE 0 WATER
TOP OUT 0 WASTE 0 WATER
TUB AND SHOWER PAN
GAS TEST
O WATER HEATER 0 SOLAR V'ATER
ELECTRICAL
ELECTRIC UNDERGROUND UFFER
ROUGI-( ELECTRIC
ELECTRIC SERVICE 0 TEMPORARY
O BONDING 0 POOL
MECHANICAL
DUCT & PLEM., 0 REF. PIPING
HEAT - AIR COND. SYSTEMS
VENTILATING SYSTEMS
CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE
FIELD INSPECTION RECORD
REQUIRED SPECIAL INSPECTIONS INSPECTOR'S NOTES
INSPECTION REQ IF INSPECTORS D
- - CHECKED APPROVAL ATE
SOILS COMPLIANCE
PRIOR TO
FOUNDATION INSP
STRUCTURAL CONCRETE
OVER 2000 PSI
PRESTRESSED
CONCRETE
POST TENSIONED
CONCRETE
FIELD WELDING
HIGH STRENGTH
BOLtS
SPECIAL MASONRY
PILES CAISSONS
r
- L
:•:'. C r. T • --
__Jt
- I
i hereby affirm that I am licensed under
provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business
and Professions Code, and my license is in
full force and effect. -
I hereby attirm that i am exempt from the contrac- I tor's License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any City or county which re-quires a permit to construct, alter, improve, demolish, or I repair any structure, prior toils issuance also requires the ap-
plicant for such permit to tile a signed statement that he is licensed pursuant to the provision, of the ConrrycRr'c I License Law (Chapter 9 commencing with Section 7000 of Division 301 the Business and Pretensions Code) or that is no- I
empt therefrom and the basis mr the alleged exemption. Any I violation at Section 7031.5 by an applicant for a permit sub-
jects the applicant to Civil penalty of not more than live hun-
dred dollars ($500). -
It I. as owner 01 the property, or my employees with wages as thoir Coin compensation, will do the wOrk, and 1k0 O!'ec' I tore is not intended or altered for sale (Soc. 7044, Business
and Professions Code: The Contractor's License Law does not apply to an owner 01 property who builds or improves I thereon and who does such work himself or through his own euiiptayees. prodded that such improvements are not intend-
ed or uttered for sale. It. however. the building or improve- I
meet is sold within one year of Completion. the owner-builder will have the burden 01 proving that he did not build or im- prove br the purpose of sale). I -
O I. as owner 01 the property, am exclusively contracting
with licensed contractors 10 construct the project (Soc. 7044. I Business and Professions code: The Contractor's License Law does not apply to an owner 01 property who builds or im-
proves thereon, and who contracts for each projects with a I Contractor(s) license pursuant to the Contractor's License I Law).
As a homeowner lam improving my hsme, and the follow- ing Conditions coal: • I. The work is being performed prior 10 sale. I I have lived in my home for twelve months prior to completion of this work. . - I have not claimed this exemption during the I last three years.
Ct [am exempt uoderSoc. - B&P.C. I br this reason
.
-
thereby affirm that I have a certificate at can snl to
sell-insure, or a certificate at Workers' Compensa on In-
surance. or certified copy thereof (Sec. 3800. La r Code) I
POLICY NO.
COMPANY
Copy is tiled with the city \
O certified copy Is hereby furnished
CERTIFICATE OF EXEMPTION ROM
- WORKERS' COMPENSATION INSUSANCE
(This section need not be completed it the permit
is for one hundred dollars ($100) or less) I
.0 t certify that in the performance 01 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. I
NOTICE TO APPLICANT: It, alter making this Certificate I
01 Exemption. you should become subject to the Workers*
Compensation provisions 01 the Labor Code, you must
forthwith comply with such provisions or this permit shall
be deemed revoked. I
I hereby affirm that there is a construction lending
000ncy for the performance 01 the work for which into p0'- I
mit is issued (Sec. 3097. Civil Code) -
Lender's Nome ' I
Lender's Address________________________________
g 0 I-. (.3
0— z 0 0
(a) z 0
-J (3 In' 0
USE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS.
I -CARLSBAD BUILDING DEPARTMENT - . APPLICATION/& PERMIT 2075 Las Palma s Dr., Carlsbad, CA 92009-4859 (619) 438-1161 I -
JOB ADDRESS V.ST.RD, NEARESTCROSSST. OATE./(, PLI TtONI BUSIN ICENSE a VALUATION PERMIT NUMBER
ict\oI -- - .
LOT I BLOCK I SUBDIVlSIONj -. I ASSESSOR PARCEL NO. i5' • t30.~) CONTRACTOR To
/0!I'4)CSL1 L4.c4s1-c4 k,)t1(#%Ot
CONTRASPHONE# ONE
/ ' OWN R'ShiAME OWNER'S PHONE
BUILDING SO. FOOTAGE
I
CONTRACTOR'S ADDRESS STATE LICENSE NO.
-
CjrkI4CF' MAiLING &gncss /6/ 7 E. I'rijc,...h.a.) \ si\.ejo(
DESIGNER DEsiGNER'S PHONE
LDE CRIPT ION OF WORK
DESIGNER'S ADDRESS STATE LICENSE NO.
S NO F/P FLR ELEV, I OCC GP EDU
STORIES 1 üü17 iiüi .i2/3i/8Rj1 6FT £9 YO NO
I FIRE SPR PARKING SPACE RES UNITS GRADING PERMIT ISSUED EDEVELOPMENT f I TYPE 0CC LOAD
REA rA
N 0
CONST
0 0 Y 0 NO vJ NO Not Valid Unless Machine Certified
-
5 QTY.
-
PLUMBING PERMIT - ISSUE 7. OTY. MECHANICAL PERMIT - ISSUE SUMMARY/ACCOUNT NUMBER
EACH FIXTURE TRAP - INSTALL FURN. DUCTS UP TO 100.000 BTU BUILDING PERMIT 001-810-00-00-8220
EACH BUILDING SEWER -. . OVER 100,000 BTU - SIGN PERMIT 001-810-00-00-8221
EACH WATER HEATER AND/DR VENT , -
BOILER/COMPRESSOR UP TO 3 HP PLAN CHECK 001-810-00-00-8821
- EACH GAS SYSTEM I TO 4 OUTLETS , - BOILER/COMPRESSOR 3-15 HP TOTAL PLUMBING 001-810-00-00-8222
EACH GAS SYSTEM 5 DR MORE - METAL FIREPLACE , ELECTRICAL 001-810-00-00-8223
EACH INSTAL.. ALTER. REPAIR WATER PIPE - VENT FAN SINGLE DUCT -
- EACH VACUUM BREAKER - , - MECH EXHAUST - HOOD/DUCTS - - MOBILEHO 001-810-00-00-8225
WATER SOFTNER - RELOCATION OF.EA FURNACE/HEATER - SOLAR
EACH ROOF DRAIN (INSIDE) -
DRYER VENT . .ço(I1j MOTION JUL 519-92-33
__
__
- TOTAL MECHANICAL I FIRE SPRINKLERS 001-810-0
TOTAL PLUMBING PUBLIC FAcCItYFEP'( GWAN A"
. ___________________
0 BRIDGjELppMENT Ot46 '- VS
QTY. ELECTRICAL PERMIT - ISSUE QTY. MOBILE HOME SETUP PARK-IN-LIEU (AREA
NEW CONST EA AMP/SWT'BKR CAR PORT TIF 134-810-00-00-8835
I PH 3 PH , AWNING LA COSTA TIF 133-810-00-00-8835
EXIST BLDG EA AMP/SWT/BKR GARAGE . - FMF
1 PH 3 PH . - LICENSE TAX - 001'810-00-00-8162
REMOOEL.'ALTER PER CIRCUIT . . MFF 880-519-92-57
TEMPPOLE 200 AMPS - - - -
OVER 200 AMPS -
TEMP OCCUPANCY 130 DAYS)
CREDIT DEPOSIT
TOTAL ELECTRICAL I —xx
TOTAL TOTAL FEES PAYABLE -.---- —
I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY Expiration. Every permit issued by the Building Official under the provisions otthis * AN OSHA PElT IS REQUIRED FOR EXCAVATIONS OVER
CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE I code shall expire by limitation and become null and void It the building or work V111" DEEP AND DEMOLITION OR CONSTRUCTION OF authorized by such permit is not commenced within IBO days from the date 01 such DECLARATIONS Al-bE I HUEANU LUHHEe I AND FURTHER CERTIr',' AND AOFI(C I A PERMIT 16 I 114 building or WOIK 111.1111011111f;Dy suC.h ,JWIIIit a suspuitiiuU w STRUCTURES OVER 3 STORIES IN HEIGHT permit. Or IT 1
ISSUED: TO COMPLY WITH ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CON,_ ,,,bandoned at any time after the work is Commenced for a period 01180 days.
KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS, COSTS AND
EXPENSES
0 CONTRACTO1J,
A ED B
BY
OWNER STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND APPL1~~'SIGNA~T~URE"*
~.
WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE PHONE 0GRANTING OF THIS PERMIT.
r:4
0
C.) a, a' in C
FIELD INSPECTION RECORD
REQUIRED SPECIAL INSPECTIONS
c REQ. IF INSPECTOR'S INSPECTION CHECKED APPROVAL DATE
SOILS COMPLIANCE
PRIOR TO
FOUNDATION INSP
STRUCTURAL CONCRETE
OVER 2000 PSI
PRESTRESSED
CONCRETE
POST TENSIONED
CONCRETE
FIELD WELDING
HIGH STRENGTJl
BOLtS
SPECIAL MASONRY
PILES CAISSONS
fit4T(',l,It oc:'; T
C'A
Ci ji .7 )LI)
"S S
TYPE I I DATE I INSPECTOR
BUILDING
FOUNDATION
REINFORCED STEEL
MASONRY
GUNITE OR GROUT
SUB FRAME 0 FLOOR 0 CEILING
SHEATHING 0 ROOF 0 S!l:IEAR
FRAME
EXTERIOR LATH
INSULATION
INTERIOR LATH & DRYWALL
PLUMBING
O SEWER AND BLJCO 0 PL/CO
UNDERGROUND DWASTE EWATER
TOP OUT DWASTE DVATER
TUB AND SHOWER PAN
GAS TEST
O WATER HEATER 0 SOLAR WATER
ELECTRICAL I
O ELECTRIC UNDERGROUND EI UFFER
ROUGH ELECTRIC
o ELECTRIC SERVICE 0 TEMPORARY
O BONDING 0 POOL
MECHANICAL
O DUCT & PLEM., 0 REF. PIPING .• . ' . '..
HEAT - AIR COND. SYSTEMS -
VENTILATING SYSTEMS
CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE
ITFM.Q AAnVF MAIF RFPN APPRflIIFfl
T FINAL
PLUMBING
ELECTRICAL I
MECHANICAL
GAS ' .,
BUILDING I -
SPECIAL CONDITIONS
t_. •,
l ' '!
THIS IS TO CERTIFY THAT INSULATION HAS BEEN INSTALLED IN
CONFORMANCE WITH THE CURRENT ENERGY REGULATIONS, CALIFORNIA
ADMINISTRATIVE CODE, TITLE 25, STATE OF CALIFORNIA, IN THE
BUILDING LOCATED AT:
SITE ADDRESS: #4 1-41
Number Street City
EXTERIOR WALLS
Manufacturer _Thicknese/Type J R/Value £-ii
CEILINGS
11
Batts: "Manufacturer ..Tfl'i Thickness M A R/Value
GENERAL CONTRACTOR: e+'19e,, ,%ze'(7e.s L1C.#
BY TITLE DATE
INSULATION CONTRACTOR:WESTERN INSULATION LIC.# 481278
BY TITLE DATE L7fr47
+PLIED II YDROGEOLOGIC consultants
December 9, 1986
.AHC 20A5.6.
Mr. Ron Taylor
do Gerhard Interiors Ltd.
7630 El Camino Real
Carlsbad, CA 92008
Subject: Observation of Footing Excavation
Dear Mr. Taylor
In accordance with your request a representative of our firm has
observed the footing excavations for the proposed Retaining Wall
to be constructed inc the western portion of the property located
at 2020 .Playa Road, Carlsbad, California.. (A.P.N. 215-130-21)
The undersigned, Mr Robert Blaettier visited the site on December
49 1986. It was determined that the footing excavations for the
proposed wall were founded in firm natural or compacted filled
ground as per building plans and recommendations as outlined in
our preliminary .Geotechnical Investigation dated October30,
1986. The soils as exposed in the excavation were in substantial
compliance as to type and engineering properties as those
described in the preliminary, investigation. Excavationdepth and'
width was also in compliance with plans and engineering
recommendations.
The opportunity to present this report is greatly appreciated.
Please feel.free to call our office if you have any questions.
'Sincereiy,: ' V
'Robere C. Blae tier Robert S. Austin V
Project Geologist V Project Engineer RCE 37455
RCB:RSA:
3052 Clairemont Drive, Suite H-i 0 • San Diego, CA q2117 • (619) 275-657.7
P8!"113c"I1! W*.
7875 Convoy Court
Bldg. A-1
San Diego, CA 92111
6192770121
December 29, 1986
Gerhard Interiors . .
Attn: Ron Taylor .
Përmacrib Walls Inc. . . . .
Re: Pesch Residence, Carlsbad . . .
Dear Mr. Taylor, .
This letter is to. certify that I have observed the construction
of the Dermacrib wall at the Pesch Residence in Carlsbad. The
a1l was constructed according to Permacrib specifications and
per my.desiqn as submitted to the city of Carlsbad.
It was a pleasure-working with you on this project. Please
don't hesitate to call if you have any questions.
Sincerely.'
•.
. • • . • •
•. . . .•
..
:••
•
Patrick A. Hayes P.E. .
• •
S
•
1L-'-'J
Peunacrih is ii registerèdtrdernask of Evans Bay Tiaihr Co.. Ltd.
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560-1468
O APPLICANT
t JURISDICTION
[]PLAN CHECKER []FILE COPY
E]UPS [)DESIGNER
DATE: ,9/J4/J7 29./9M
JURISDICTION: 4JTp,P1 ,4fto,,if2
PLAN CHECK NO:
PROJECT ADDRESS: IOb PLf1Yi ,fo.
PROJECT NAME: YMA) - 4,-) fiw;' Ari'
D The plans transmitted herewith have been corrected where
necessary and substantially comply with th.e jurisdiction's
building codes.
The plans transmitted herewith will substantially comply
with the jurisdiction's building codes when minor deficien-
cies identif led £61,,1i) - are resolved and
checked by building department staff.
The plans transmitted herewith have significant deficiencies U identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
The check list transmitted herewith is for your information. 9 The p:lans are being held at Esgil Corp. until corrected
plans are submitted for recheck.
/
D The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
fl Esgil staff did not advise the applicant contact person that
plan check has been completed.
Esgil staff did advise applicant that the plan check has
been completed. Person contacted: ipPL/CñMr 7D J1t%fL'
Date contacted: Telephone #7V 1LDc, 122?1-2
REMARKS:7'E 3i7?i/1 SuPPoRT
(iPil) Y7'm jju.. i6 RE)/rLxL ' P177i/'7
.p IR )Of - S, T,4 1, /) r1e),A) d.,ITP Wu Jrt77 5771;4f)22r
,gL473 / /.:- ,4J4 J)-p: , 7/ijfl /,,, ,'.' YT' j/
Ls ,4/t'r4 '~' R 7 ,/),ra' 'k- 4p,n
By: .... Enclosures:____________________
ESGIL CORPORATION
'.16;
44, ESGIL CORPORATION
9320 CHESAPEAKE DR.. SUITE 208
SAN DIEGO, CA 92123
(619) 560-1468
DATE: P ULkST / 18 [)APPLICANT..--
JURISDICTION: 01 IT? , [)PLAN CHECKER
[]FILE COPY
PLAN CHECK NO: 7T [D UPS
U DESIGNER
PROJECT ADDRESS: cO) PI..AVF4 iaj.
PROJECT NAME Oji,jj -C,1)P)
The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
The plans transmitted herewith will substantially comply
fl with the jurisdiction's building codes when minor deficien-
cies identified - are resolved and
checked by building department staff.
The plans transmitted herewith have significant deficiencies
U identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
The check list transmitted herewith is for your information.
The p:lans .are being held at Esgil Corp. until corrected
plans are submitted for recheck.
El The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
Ai2,Y PtPPep. J/2 E. 6661AIAW WAY STh.ib:
PpFe &' 37O/
fl Esgil staff did not advise the applicant contact person that
plan check has been completed.
IJJJ been
Esgil staff did advise applicant that the plan check has
completed. Person contacted: J)? PPPE?
Date contacted: lcgb Telephone #_2 ,j,5
REMARKS: 719P FOLtpujjrJC, A)er 1EA)
ROLUEfl Th$ i€h,IU#L ,PTiOA) Lir.
,q,UY Y)OQiii.i ,UEbJ IR)rOQr/1/97/jj
- PfIJJSE F) hi FOE. ym$!rI4,J.
1Jk. Enclosures:&,r'? Pzwc/ y-3.5-
ESGIL CORPORATION S14ADWC7, -
PLAN CHECK NO:_____
JURISDICTION: LiAb DATE -5-,
Enclosures: e!iTY /2LlCY g/35
PeRoRmixE_Rct?.oe-
PROJECT ADDRESS: a DID _PLA'i_ARf.
TO: kA-PR) PPPEfl-
/to / r,E' SAG iARtA31U.T.c./i
'7D9
Date plans received by jurisdiction -T-44
Date plans received by plan checker
Date iniftidd plan check completed _-Vi%byE.1J.
3EJD
FORWARD:PLEASEREAD
Plan check is limited to technical requirements
contained in the Uniform Building Code, Uniform
Plumbing Code, Uniform Mechanical Code, National
Electrical Code and state laws regulating energy
conservation, noise attenuation and access for
the handicapped. The plan check is based on
regulations enforced by the Building Inspection
Department. You may have other corrections
based on laws and ordinances enforced by the
Planning Department, Engineering Department
or other departments.
The items circled below need clarification,
modification or change. All circled items have
to be satisfied before the plans will be in
conformance with the cited codes and regulations.
The approval of the plans does not permit the
violation of any state, county or city law.
A. PLANS
Please make all corrections on the original
tracings and submit two new sets of prints,
and any original plan sets that may have
been returned to you by the jurisdiction, to: eI&LS 8 ftO A LI) Ci DePT,
To facilitate rechecking, please identify,
next to each cire*d item, the sheet of
the plans upon which each correction on
this sheet has been made and return this
check sheet with the revised plans.
O APPLICANT COPY
O JURISDICTION COPY
PLAN CHECKER COPY
FILE COPY
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____ TIJAI( Y'JU'
CITY OF CARLSBAD
POLICIES AND PROCEDURES
NkjMBER: 84-35 SUBJECT: ROOF DRAINS APR 0
6 1984
EFFECTIVE: March, 1984 SECTION: BUILDING DEPARTMENT
SUPERSEDES :April , 1978 .
PURPOSE: Aid in property damage prevention caused by plugged rain drains.
Overflowdrains to serve as an indicator.
BACK- Inspection of damaged and ruined property during heavy rains indicated to the
GROUND: Building department that foliage and debris was stopping up the main roof drains.
The water level would rise to the overfl drain level then the debris would
float to and stop up the overflow drains. The water ould rise to the level of
flashings or roof jack then the water would"pour down through the structure.
It was concluded that if the owner, occupant or maintenance personnel could
become aware of a roof drain stoppage, immediate action could be taken to clear
the roof drains.
ROOF DRAINS - SECTION 3207
(c) OVERFLOW DRAINS AND SCUPPERS. Where roof drains are required, overflow
drains having the sane size as the roof drains shall be installed with the
inlet flow line located 2 inches above the low point of the roof, or over-
flow scuppers having three times the size of the. roof drains may be installed
in adjacent parapet walls with the inlet flow line located 2 inches above
the low point of the adjacent roof and having a minimum opening height of
4 inches. Overflow drains shall be connected to drain lines independent
from the roof drains
POLICY: (overflow drains shall terminate so the overflow drains will also serve as an
indicator of a roof drain problem). Overflow drains shall terminate in an area
where it will be readily visible and will not cause damage to the building.
RECOMMENDED TERMINATION LOCATION:
Where roof drains terminate through a wall, overflow drains will terminate a
minimum of 12 inches above the roof drain.
When roof drains are piped to an approved inderqround storm drain or curb,
the overflow drains will terminate a minimum of 12 inches above ground floor
level in a readily visible location which will not cause structural damage
to the building.
When conditions of design dictate that both roof drains and overflow drains
be underground, and determined by the Building Official, this condition exists
The Building Official may approve a secondary overflow with a minimum of
2 inch pipe size, piped from an inverted tee in the overflow drain to an out-
side, readily visible location, which will not cause structural damage to
the building.
Initiated By: Approved By:
Martin 0renyak City Manager
Author: mi1g Pludg
Builders who elect to average must apply for permits for all buildings in an averaged group on the same day, and each
application must indicate the group to which the averaging
approach is applied. The builder demonstrates compliance by
using the results from the Point System or any other
approved calculation method to show that a simple arithmetic
average of the energy performance of all buildings or units
in the group meets the standards' energy budget. The
Assembly Bill 163 custom budgets or point system compliance
scores of less than zero cannot be used in group averaging.
When the buildings are offered for sale, builders must also
provide a written notice to potential buyers that compliance
with the energy standards used averaging and that the
performance of a particular home relative to the performance
standard is available upon request.
Buildings with Multiple Orientations
The performance approach can be used to demonstrate that a
residential building will meet the standards regardless of
the orientation of the lot on which the building is con-
structed. This option is often attractive to production
builders who are not able to determine in advance on which
lots a particular building design will be built.
To assure compliance in all orientations, the annual energy
consumption must be calculated in each of the four cardinal
orientations: north, south, east, and west. The building must comply with the energy budget in each case in order to
avoid orientation restrictions. If a building floor plan is
proposed. to be reversed (i.e., mirror image) on certain
lots, the reversed plan need not be analyzed.
Multi-family buildings may be analyzed using this method on . a whole building approach or on a unit-by-unit approach, at
the option of the applicant. Again, the building must com-
ply In all four orientations to avoid orientation restric-
tions. In a unit-by-unit approach, the reversed plans must
also be analyzed, and each orientation for each reversal
rnust also comply in order to avoid orientation restrictions.
The Interior common walls between units in the same building
are considered to have no heating transfer occurring In the
unit-by-unit approach.
Shading by Adlacent Buildings or Terra
If glazing is substantially shaded in the summer and winter
by natural terrain (topography or vegetation), buildings,
walls, or other permanent obstructions, the glazing may be
treated as north facing when calculating annual energy con-
sumption. It is up to the local enforcement agency to
determine at the time of construction whether the shading
elements are sufficiently permanent and acceptable.
Performance Approach
4-10
c-i REM
East or west glazing may be considered substantially, shaded
if (1) a permanent adjacent obstruction is substantially
wider than the east-or west-facing glazing which is being
considered and the adjacent obstruction is tall enough to
shade the •top of the glazing at a profile angle of 45
degrees (see Figure 4-2); or (2) an overhang is over the
glazing and the overhang extends far enough to shade the
bottom of the glazing at a profile angle of 30 degrees (see
Figure 4-3).
)
Figure 4-2. Shading by Adjacent Structures or Terrain
e Angle
Figure 4-3 Shading by an Overhang Over Glazing
Adjacent buildings, structures, terrain and trees may also
be modeled in approved calculation methods using the actual
geometric sizes, shapes, and densities provided that such
methods account for the changing sun angles through the day
and seasons and provided that the different shading effects
of direct and diffuse sunlight are accomodated by the
Performance Approach
4-11
C-i REM
, .
method.* Shading effects must be determined and calculated
for all times that shading occurs since the shading may
block solar heat gain in the winter as well as in the
summer. Also, structures may provide good shade during most
of the day, but fail to provide shade in the late afternoon
and just before sunset in the summer when it is needed most
due to the low sun angles and the sun's angle of incidence
on the glazing. As a general rule, if a method is able to
accomodate more accurate thermal modeling, the energy
penalties as well as the benefits must both be modeled to a
similar degree of detail and accuracy.
Mixed Occupancies
For low-rise buildings that include both residential and
nonresidential occupancies within the same structure, there
are two possible methods for demonstrating compliance. The
most common method is to treat the residential and nonresi-
dential portions separately.
The second method is available only when one of the occu-
pancies represents both less than 1,000 ft2 and less than 30
percent of the total conditioned area. When these condi-
tions are met, the entire building may be treated as though
it were the dominant occupancy type. The whole building
would be modeled as one occupancy type, with the operating
conditions of the smaller occupancy treated like the
dominant occupancy. In the case where the nonresidential
occupancy is smaller, the nonresidential portion would be
modeled as a separate residential unit with internal gains,
thermostat set points, etc., like the other units. The water
heating budget would be ignored for the nonresidential
portion.
Custom Budgets CAB 163)
Assembly Bill 163 also allows builders to develop and use
their own set of measures, provided it results in the same
energy performance as packages D and E. To use this
approach, builders may use either the Point System or
another approved calculation method (e.g., certified
computer program) and follow these steps:
*Usually such methods incorporate the blockage of direct
sunlight but allow diffuse to strike the windows.
(Partial blockage of the diffuse, using circumsolar
concentration of diffuse, and reflected sunlight is more
accurate, but calculation methods may allow all diffuse
and relected solar gains to strike the windows.
Similarly, it is not required to calculate the additional
reflected sunlight due to light-colored or reflective
surfaces of adjacent structures.)
Performance Approach
4-12
4 L4J A-" 0 J
Cow 1,...gJ p',A--- ESGIL CORPORATION
- 9320 CHESAPEAKE DR.. SUITE 208
SAN DIEGO, CA 92123
(619) 560-1468
DATE: JOA16 j', /9
JURISDICTION: CITY OF CARLSBAD
PLAN CHECK NO: &, -;8,
PROJECT ADDRESS: IDO Pl_A''t rD
APPLICANT
SDION
PLAN CHECKER
FILE COPY
UPS
DESIGNER
PROJECT NAME: f)OD/r)oii.) QDej fLoo 7,97N
D The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
The plans transmitted herewith will substantially comply
D with the jurisdiction's building codes when minor deficien-
cies identified are resolved and
checked by building department staff.
The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
The check list transmitted herewith is the jurisdiction's
copy for your information. The plans are being held at
Esgil Corp. until corrected plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
1LY P-OPPEP, /,,,17 £. SAgnu flt.0 ..*iIk'1 s-rg. Io,
FRgjo1 OA 93709
D Esgil staff did not advise the applicant contact person that
plan check has been completed.
Esgil staff did advise applicant that the plan check has 0 been completed. Person contacted: 1I' OPPER./
Date contacted: Telephone #....S35'00
REMARKS:
BY: ENCL:t.EiJy
ESGIL CORPORATION
-//-gb JEUEL £R. £N7
Id A72nePi,.0
TRLEPNE ND. 57Ob
NDWSURSB: ______________
DEIIgL. Sge..SNr
O')P)AJ
--
Date plans received by Esgil Corporation:
Date initial plan check completed:
Applicant contact person:
L. PPPe'7__Telephone: T
FORRD: PhASE READ
Plan check is limited to technical requirements
contained in the Uniform Building Code, Uniform
Plumbing Code, Uniform Mechanical Code,
National Electrical Code and state laws
regulating energy conservation, noise
attenuation and access for the handicapped.
The plan check is based on regulations enforced
by the Building Inspection Department. You may
have other corrections based on laws and
ordinances enforced by the Planning Department,
Engineering Department or other departments.
Present California law mandates that
residential construction comply with Title 24
and the following model codes:
1982 UBC (eff. 7/1/85)
1982 UPC (eff. 10/1/85)
1984 NEC (eff. 10/1/85)
1982 UMC (eff. 3/1/85)
The above regulations apply to residential
construction, regardless of the code editions
adopted by ordinance.
The circled items need clarification,
modification or change. All items have to be
satisfied before the plans will be in
conformance with the cited codes and
regulations. Per Sec. 303 (c), 1982 Uniform
Building Code, the approval of the plans does
not permit the violation of any state, county
or city law.
F :. .p .W7sW1±Y
JURISDICTION: CITY OF CARLSBAD
llo/7 EJ 919-671AiAk) tdA V .TE.I41
PE5Uo. & 9iv
PLAN Q)xx!a1ON
SINGL19 FAIm.Y AND 1XWLC DVILLEGS
Date plans received by jurisdiction:
To smeed uo the recheck process. note on this
list (or a coy) where each correction item has
been addressed i.e.. mien sheet. specification.
etc. Be sure to enclose the marked um list
when you submit the revised plans.
Carlsbad List 10, Single Family Dwelling and Duplex With All Supplements
1
3/25/86
A. PLANS
Qac
Please make all corrections on the original
ings and submit two new sets of prints, and
any original plan sets that may have been
returned to you by the jurisdiction, to:
Esgil Corporation, 9320 Chesapeake Drive,
Suite #208, San Diego, California 92123,
(619) 560-1468.
i. Please make all corrections on the original
tracings and submit two new sets of prints, and
any original plan sets that may have been
returned to you by the jurisdiction, to:
The jurisdiction's building department.
Indicate on the Title Sheet of the plans,
the name of the legal owner and name of person
responsible for the preparation of the plans.
Section 302 (a) 7.
Q
Plans, specifications and calculations shall
si gned by a California state licensed
engineer or architect. (California Business and
Professions Code). R97-111J1Nc1 lA.mu.. LffJJ
I
Specify on the Title Sheet of the plans the
gross floor area of each element of this project
including dwelling, garage, carport, patio, deck
and balcony. Section 302 (c).
Qe
Provide a statement on the Title Sheet of
plans that this project shall comply with
Title 24 and 1982 UBC, UMC, and UPC and 1984
NEC.
Submit fully dimensioned plot plan drawn to
scale showing location, size, and use of all
existing and proposed structures on the lot.
Identify property lines and show lot dimensions
and all easements. Show location of all cut or
fill slopes and approximate finish floor
elevations for all structures and show
elevations at all lot corners.
Section 302 (c).
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3/25/86
,4'. Indicate distance from center line of street
or alley to property line and distance from
property lines to proposed building.
Section 302 (c).
B.
Walls closer than 3 feet to property lines
shall be one-hour rated construction, have no
openings, and shall have 30 inch parapets when
the building floor area exceeds 1,000 square
feet on any floor.
(Table 5. A. Section 1709 (a)).
]Ji. Projections, including eaves, may not
extend more than 12 inches into the 3 foot
setback from the property line. Eaves over
required windows shall be not less than 30
inches from the side and rear property lines.
Section 1710 and Section 504 (a) and (b).
Plastic skylights shall not be installed
within 8' of an exterior wall located where
openings in such exterior wall are prohibited or
required to be protected.
Section 5207 (a) 7.
J4. Projections, including eaves, shall be
6ne-hour fire-resistive construction, heavy
timber or of noncombustible material if they
project into the 3' setback area from the
property line. Section 1710.
/3. Show location of permanently wired smoke
detector, centrally located in corridor leading
to sleeping rooms or above stair if sleeping
rooms are on upper level. Section 1210.
A. A smoke detector shall be installed in the
basement of dwelling units having a stairway
which opens from the basement into the dwelling.
Such detector shall be connected to a sounding
device or other detector to provide an alarm
which will be audible in the sleeping area.
Section 1210.
C. ROM SIZ, LI. VThATI0N AND (.AZING
Habitable rooms, other than kitchens, shall
contain at least 70 square feet of floor area.
Section 1207 (b).
iI. Window area must be at least 1/10 of the
tloor area and a minimum of 10 square feet per
Section 1205 (a). Appears to be deficient in
() Openable window area in habitable rooms
must be 1/20 of the floor area and a minimum of
5 square feet. In bathrooms, laundry rooms and
similar rooms 1/20 of area is required and
minimum is 1.5 sq. ft. (Section 1205 (a)). .cirr.Je. Pwm drtka 1$) tIOIfl, OflWø.)t 6IsEQocM . K Td.HEM 18. At least 1/2 of the common wall must be
I and have an opening not less than 25 sq.
ft. if light and ventilation is being supplied
from an adjacent room. Section 1205 (a).LaV,N.,
Room fsirnlJc tam
31. Required windows shall not open into a
roofed porch unless the ceiling is at least 7
feet and the longer side is at least 65% open.
Section 1205 (a).
(j) Provide mechanical ventilation capable of
providing five air changes per hour in
bathrooms, water closet compartments, laundry
rooms and similar rooms if required openable
windows are not provided. Section 1205 (a).
rn A5TIFIL rH 1. L). 0. Room, PiOEat Ivfl, £Ai-Jti'I- '1. 21. No habitable room, other than a kitchen,
shall be less than i'o" in any dimension.
Section 1207 (c).
0. Show that ceiling height for habitable
rooms is a minimum of 716". Section 1207 (a).
0. Show ceiling height for laundry rooms,
hallways, corridors, and bathrooms is a minimum
of 710". Section 1207 (a).
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3/25/86
?h. Dimension on the plans, the 30" clear width
for water closet compartments and 24" clearance
in front of water closet.
Section 511 (a).
Specify safety glazing for glazing in
hazardous locations such as glass doors, glazing
adjacent to such doors and glazing adjacent to
walking surfaces. Section 5406.
1. Glazing, in the same wall plane as a door,
must be safety glazing if within 12" of the door
and less than 60" above the walking surface,
unless the glazing is leaded on faceted glass.
Section 5406 (d) 7.
ee
Glazing in shower and tub enclosures shall
tempered, laminated or approved plastic
(including windows within 5 feet of tub or
shower floor). Section 5406 (d) 5.
Sleeping rooms shall have a window or
exterior door for emergency exit. Sill height
shall not exceed 44" above the floor. The
window must have an openable area of at least
5.7 square feet with the minimum openable width
20" and the minimum openable height 24".
Section 1204.
A mezzanine is an intermediate floor and
may not have a floor area exceeding 33 1/3
percent of the total floor area in the room
below. The mezzanine floor must have a clear
height of 7 feet, above and below, and must have
the long side open to the room below except for
posts and protective walls or railings not
exceeding 42" in height. Section 1716.
The loft you show does not comply as a
mezzanine floor and is, by Uniform Building Code
definition, a story. Section 1716.
Ø'. Spiral stairways must have a clear walking
space of 26 inches between the column and
handrail, show dimension. Section 3306 (f).
eor
Provide I.C.B.0. Research Report and Number
metal stairway, or submit plans and
calculations and approved fabricator registered
with the building department or note that the
stairway fabrication shall be done under special
inspection per the approved fabrication plans.
Section 306 (a) 4B and Section 306 (f).
/5. In buildings over 2 stories in height,
provide 3/4 hour fire-rated assemblies for all
openings in the exterior wall below or within 10
feet horizontally of an exterior stairway. An
exit balcony with 2 separated stairways is
exempt. Section 3306 (1).
16. Exterior stairways shall not project into
the 3 foot setback from the property lines.
Section 3306 (n).
X1
The walls and soffits of the enclosed
usable space under interior stairs shall be
protected on the enclosed side as required for
one-hour fire-resistive construction.
Section 3306 (m).
E. OF
Specify roof slope.
0. Roof slope is not adequate for roof type
specified. Table 32-B; Section 3203 (h).
9 Specify roof material and application.
Chapter 32.
Zr pecify I.C.B.O. or U.L. approval number
or roof materials not covered in U.B.C., e.g.,
title, etc., Section 107.
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3/25/86
A. The maximum slope for a fire retardant
built-up roof, with rock or gravel surfacing, is
3 inches in 12 inches, Section 3203 (e) 2.
Qilt
The minimum slope for a fire retardant
-up roof, with cap sheet surfacing, is 1/2
inch in 12 inches. Section 3203 (e) 3.
e. Specify minimum 1/4 inch per foot roof
lope for drainage or design to support
accumulated water. Section 3207 (a), Section
2305 (f) and Section 2511 (d) 6.
Q Show roof drains and overflows.
Section 3207.
56. Provide skylight details to show compliance
with Sections 3401 and 5207 or provide I.C.B.0.
approval number.
0 57. Plastic skylight must be separated from
each other by at least 4 feet.
Section 5207 (a) 6.
Jt. Show attic ventilation. Minimum vent area
is 1/150 of attic area or 1/300 of attic area if.
at least 50% of the required vent is at least 3
feet above eave vents or cornice vents. Show
required area and area provided.
Section 3205 (c).
F. MASONRY
s/. Provide fireplace construction details or
note construction to be per attached fireplace
standard drawing. Chapter 37.
Show veneer support and connections in
#eismic Zones 3 and 4, comply with Section 3002,
4, 5, 6, and Section 2515 (a) regarding ties and
#9 wire in horizontal joints or show
construction to be per attached sheets
30-1 or 30-2.
61. Show height and construction details of all
onry walls. Chapter 24. SeAFAeLDUJ,
9rovi
Note that cleanout openings shall be
ded at the bottom of all cells to be grout
filled over 4' in a single pour. Cleanout shall
be sealed before grouting, after inspection.
Section 2414 (a) 8.
Q. 63 floor and roof connections to masonry
was. Connection shall resist 200 pounds per
lineal foot or the actual design load, whichever
is greater. Cross grain tension or bending in
wood ledgers is not permitted.
Section 2312 (j) 3. A.
Q64. Provide details for damp proofing the
oundation walls, below finish grade, where
useable space exists on the interior side of the
walls. Section 1707 (d).
0. Show a minimum 2" air space and f lashing
between planter and building walls.
Section 2516 (c) 7.
G. GARAGE AND C&RPO1S
6/. Garage requires one-hour fire protection on
t(he garage side of walls and ceiling common to
the dwelling. Table 5. B. Section 503 (d).
clut
elements supporting floor above garage,
ding walls supporting floor joists, to have
one-hour fire-resistive protection on the garage
side. Section 503 (a).
e0r Show 1 3/8" solid core self-closing door
.openings between garage and dwelling.
Section 503 (d).
1. Openings between carport and residence
equire self-closing doors and stationary
windows. Section 1214.
t. Show garage framing section, size of header
er garage opening, lateral cross bracing at
plate line, method of bracing garage front, and
holddowns if required. Chapter 23.
NOTE: Maximum shear panel ratio of height to
width is 3 1/2 to 1. Table 25-I.
Qo0r
Doors may open into the garage only if the
or landing in the garage is not more than
1/2" lower than the door threshold.
Section 3304 (h).
Qate
Provide an 18" raised platform for any FAU,
r heater, or other device in the garage,
which may generate a flame or spark, UMC Section
508, UPC Section 1310 (a).
H. FEXJNDION RHD ucsiI RS
0 Per soils report, note on the plan the
soils classification, whether or not the soil is
expansive, and note the allowable bearing value.
Section 2905 (c).
7/. The foundation plan does not comply with
the soil report recommendation for this project.
Please review the report and modify design,
notes and details as required to show
compliance.
76. Provide notes on the foundation plan
listing the soils report recommendations for
foundations, slab and building pad preparation.
Garages are not permitted to open into a
ioom used for sleeping purposes. Section 1104.
ELI I i MEN
LP
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3/25/86
I. The soils report recoranends excavations be
wed by soils engineer. Note on the
foundation plan that "Prior to the Contractor
requesting a Building Department Foundation
Inspection, the soils engineer shall advise the
building official in writing that:
1 • the building pad was prepared in
accordance with the soils report;
the utility trenches have been
properly backfilled and compccted,
and;
the foundation excavations, formings
and reinforcements comply with the
soils report and approved plan".
/4. Show height of all foundation walls.
Chapter 23.
Show height of retained earth on all
foundation walls. Chapter 23.
8/. If cut or fill slopes exist, show distance
of foundation to edge of cut or fill slopes and
show steepness and heights of cuts and fills.
Chapter 29.
t Note on plans that wood shall be 6"
um above finish grade.
Section 2516 (c) 7.
d. Note on plans that surface water will drain
away from building and show drainage pattern and
key elevations. Section 2905 (f).
Dimension foundation per U.B.C. Table 29A:
Floors
Supported* Stemwall Width Depth
1 6" 12" 12"
2 all 15" 18"
3 10" 18" 24"
*Foundations may support a roof in addition to
the floors. Where only a roof is supported, use
foundation for one floor.
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3/25/86
y(. Show foundation sills to be pressure
treated, or equal. Section 2516 (c) 3.
41.: Show foundation bolt size and spacing.
ection 2907 (e).
L,b.Specify size, I.C.B.O. number and
facturer of power driven pins. Show edge
and end distance and spacing.
Section 306 (f).
87 If required by structural calculations,
show size, imbedment and location of hold down
anchors on foundation plan. Section 2312 (f).
G If hold downs are required by calculations,
note on plan that hold down anchors must be tied
in place prior to foundation inspection.
Section 305 (e) 2.
8,1. Show adequate footings under all bearing
walls and shear walls. Section 2907 (b).
6. Show on the elevations, stepped footings
for slopes steeper than 1:10.
Section 2907 (c).
Show minimum 18" clearance from grade to
bottom of floor joists and minimum 12"
clearance to bottom of girders.
Section 2516 (c).
9/. Show pier size, spacing and depth into
undisturbed soil. Table 29-A.
9/. Show minimum underfloor access of 18" x
4". Section 2516 (c).
Show minimum underfloor ventilation equal
to 1 sq. ft. for each 150 sq. ft. of underfloor
area. Openings shall be as close to corners as
practicable and shall provide cross ventilation
on at least two approximately opposite sides.
Section 2516 (c).
Specify that posts embedded in concrete
shall be pressure treated per UBC Std. No. 25-
12. Section 2516 (c).
I. FRAKfl
/6. Show wall bracing. Every exterior wood
stud wall and main cross partition shall be
braced at each and at least every 25 feet of
length with 1 x 4 diagonal let-in braces or
equivalent. Section 2517 (g) 3.
yl. Note cross bridging or blocking. Floor
joists and rafters 12" or more in depth shall be
supported laterally by bridging at intervals not
exceeding 8 feet, unless both edges are held in
line. Sec. 2506 (g).
4 Show blocking at ends and at supports of
floor joists, and for rafters at exterior walls.
Section 2517 (d) 3.
Show solid blocking at ridge line and at
exterior walls on trussed roofs.
Section 2506 (g), Section 2517 (h).
i9d. Show double joists. Floor joists shall be
d(,ubled under bearing partitions running
parallel with the joists. Section 2517 (d) 5.
1. Bearing partitions, perpendicular to
joists, shall not be offset from supporting
girders, beams, walls or partitions, more than
the depth of the joist. Section 2517 (d) 5.
i(. Show rafter ties. Rafter ties shall be
spaced not more than 4 feet on center and be
just above the ceiling joists, where rafters and
ceiling joists are not parallel.
Section 2517 (h) 4.
1)3. Show rafter purlin braces to be not less
han 45 degrees to the horizontal.
Section 2517 (h) 5.
J. Show 1/2" minimum clearance between top
ate of interior partitions and bottom chord of
trusses. (To ensure loading will be as
designed).
105 Show double top plate with minimum 48"
lap splice. Section 2517 (g) 2.
Ql
Show nailing will be in compliance with
e 25-Q.
1/7. Show or note fire stops at the following
locations per Section 2516 (f):
in concealed spaces of stud walls and
partitions, including furred spaces,
at the ceiling and floor levels and at
10 foot intervals along the length of
the wall.
at all interconnections between
concealed vertical and horizontal
spaces such as occur at soffits, drop
ceilings and cove ceilings;
C. in concealed spaces between stair
stringers at the top and bottom of the
run and between studs along and in
line with the run of stairs if the
walls under the stairs are unfinished;
and
d. in openings around vents, pipes,
ducts, chimneys, fireplaces and
similar openings which afford a
passage for fire at ceiling and floor
levels, with noncombustible
materials.
Qow
Show stud size and spacing. Maximum
able stud heights; Bearing wall: 2 x 4 and
2 x 6 max. 101 ; Non-bearing: 2 x 4 max. 141, 2
x 6 max. 20'. Table 25-R-3.
199. Studs supporting two floors, a roof and
cilingmustbe3x4or2x6atl6"o.c.
Table 25-R-3.
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3/25/86
e
Note an A.I.T.C. Certificate of Compliance
glued laminated wood members shall be given
to the building inspector prior to erection.
Section 306 (f).
900t
Detail all post to beam,and post to
ing connections and reference the detail to
the plan. Section 2516 (in).
9112 Detail shear transfer connections,
cluding roof and floor diaphragms, to shear
walls. Section 2513.
Q113 Specify nail size and spacing for all
s walls, floor and roof diaphragms.
Indicate required blocking. Maintain maximum
diaphragm dimension ratios. (Tables 25 I, 3, K)
and Section 4713 (d).
1/4. Show 3" x 4" or 2" x 6" studs in first
story of three story building. Table 25-R-3.
Provide truss details and truss
calculations for this project.
1/6. Provide roof framing plan and floor
framing plan. Section 302 (a) 7.
1/7. Provide framing sections through
Section 320 (a) 7.
9118 Specify all header sizes for opening over
4 wide. Section 2517 (g) 5.
9. Provide calculations for main vertical and
fiorizontal framing members and post footings.
Section 302 (a) 7.
Q120 Provide calcu1ations4or lateral loads,
s ear panels, shear transfer and related.
Section 302 (9) 7.
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3/25/86
Qaqu
Show on the plans all structural
irements developed in the structural
calculations.
t -
Columns and posts located on concrete or
onry floors or decks exposed to the weather
or to water splash or in basements and which
support permanent structures shall be supported
by concrete piers or metal pedestals projecting
above floors unless approved wood of natural
resistance to decay or treated wood is used.
Section 2516 (c) 4.
y 3. Individual concrete or masonry piers shall
project at least 8 inches above exposed ground
unless the columns or posts which they support
are of approved wood of natural resistance to
decay or treated wood is used.
Section 2516 (c) 4.
1/4. Show location of attic access with minimum
size 22" x 30". Section 3205.
Y5. Show draft separation for attic areas
ween units in a duplex. Section 2516 (f).
17. Wood stud bearing walls, with studs at 24"
o.c., require 3ea. 2x40r2ea. 2x60r2
ea. 3 x 4 top plates if supporting either floor
members or roof trusses that are spaced more
than 16" o.c. and do not bear within 5" of the
supporting stud. Section 2517 (g) 2.
7. Specify plywood grade and panel
tdentification index. Table 25-N.
1. When roof pitch is less than 3:12, design
t4dge as a beam. Section 2517 (h).
1/9. If foundation cripple wall studs are less
than 14" framing shall be solid blocking.
Section 2517 (g) 4.
l). Cripple wall studs exceeding 4 feet in
height shall be 3 inch by 4 inch or 2 inches by
6 inches when supporting 2 stories.
Section 2517 (g) 4.
1/1. Show plywood sheathing over exposed eaves,
or other weather exposed areas, is exterior
grade. Section 2516 (g) 3.
132 Show a weep screed at the foundation plate
on all exterior and stud walls to be
stuccoed. Section 4706 (e).
17. Show corridor width to be minimum 36".
Section 3305 (b).
1/4. Specify truss layout for 30" x 30" attic
access.
1. Ridges, hips, and valleys shall be at
least one size larger than supported rafters.
Section 2517 (h) 3.
1/6. In open beam construction, provide strap
Lies across the beams at the ridge support.
Section 2501 (b).
J. MECHANICAL
All heating, ventilating, and cooling systems
and appliances shall comply with the Uniform
Mechanical Code.
]1. Show the size, location and type of all
1eating and cooling appliances or systems.
0. Show minimum 30" deep unobstructed working
space in front of furnace. Section 505, UMC.
it. Note on plans, clearances to be per
ianufacturer's listing. Section 504, UMC.
t
Furnace shall not be installed under any
rway. Section 104, UMC.
1f3. Furnace shall not be installed in any
bedroom, bathroom or in a closet or confined
space with access only through such room, unless
specified as direct vent appliance, enclosed
furnace or electric heating appliance.
Section 704, UMC.
1)4. Show I.C.B.0. approval number for prefab
fireplace.
15. Show access to the attic or underfloor
rnace to be minimum 30 inches by 30 inches.
Section 708 & 709 UMC.
lJ6. Note that passageway to the attic furnace
shall be unobstructed and have continuous solid
flooring not less than 24 inches wide.
Section 708, UMC.
Show permanent electrical outlet and
fighting fixture controlled by a switch for the
attic furnace. Section 708, UMC.
148 Show details to comply with Section 709
or furnace wider the floor, or Section 710 for
roof or outside furnace_.
148. Show source of combustion air to furnace, 4. Note on plan: Gas vents and er Chapter 6, UMC. noncombustible piping passing through three
floors or less shall be effectively draft l9. Every dwelling unit shall be provided with stopped at each floor or ceiling.
heating facilities capable of maintaining a room UEC, Section 1706 (a) 6.
temperature of 70 degrees F. at 3 feet above the
floor in all habitable rooms. Show basis for
compliance. UBC, Section 1211.
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3/25/86
EI.ICAL (NATIONAL XLECMICAL (X)DE)
All wiring shall comply with the National
Electrical Code.
Show on the plan the amperage of the
electrical service, the location of the service
panel and the location of any sub-panels.
i/i. Show location of all electrical
receptacles.
(j) Electrical receptacle locations and/or
spacing is not adequate in CqA g OL-A) fbnfrl
l. Show at least one convenience outlet other
than outlets for laundry, etc., outdoors, in
garages and basements. NEC, Art. 210-52.
Q54 Note convenience outlets in bathrooms,
outdoors,and in garages and basements (other
than for laundry and similar equipment) shall be
GFI protected, NEC, Art. 210-8.
9 . Note electrical system ground to be
provided per NEC, Art. 250-81.
PLI1BflE (wui'uiI P1J$BINO 0DZ1
1/6. Show water heater size, type and location
on plans. UPC, Section 1310.
17'?. Show source for providing combustion air
to fuel burning water heater. If wall opening
in an enclosure are used, at least one-half of
the required opening area shall extend into the
upper twelve inches of the enclosure and
one-half within the lower twelve inches.
UPC, Section 1307.
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3/25/86
l. Fuel combustion water heater shall not be
installed in bath or bedroom or in a closet
opening into bath or bedroom.
UPC, Section 1309.
1/9. Provide adequate barrier to protect water
heater from vehicle damage. UPC, Section 1310.
io
Show T and P Valve on water heater and
w route of discharge line to exterior.
UPC, Section 1007 (e).
i/i. Provide dryer vent to outside.
UMC, Section 1903.
() 162 Note on the plan that hose bibbs and lawn
sprinkler systems shall have approved backf low
prevention devices. UPC, Section 1003.
Shower stall shall accommodate a 30"
circle and have a minimum floor area of
1,024 sq. in. UPC, 909 (d).
N. NOISE ThJLATION (IXJPL1
Show details of duplex common (party)
walls and floor/ceiling assemblies to achieve a
Sound Transmission Class (STC) rating in walls
of 50 decibles and on Impact Insulation Class
(IIC) rating on floor/ceiling of 50 decibles.
Title 25.
J5. Show how penetrations of assemblies for
ping, electrical devices, recessed cabinets,
bathtubs, soffits, or heating ventilating, or
exhaust ducts shall be sealed, lined, or
insulated to maintain required sound
transmission rating. Title 25.
Provide insulation in walls and ceiling to
achieve SIC of 50 between garage and living area
if garage use is not controlled by resident.
Title 25.
U
N. xKKWr (NSVION: PLEASE READ
State regulations (California Admin. Code)
require that the design satisy one of the
attached alternative energy packages or submit
calculations. The law also requires that many
mandatory conservation items be satisfied.
9 Show on the Title Sheet of the plans, the
required elements of the alternative energy
package that was selected, and next to each
element show how you are complying with each
element. If calculations were used, provide
similar data on the plans. (iDT DLáCT 1ASiLLLJl1"iOA)
1'Dt R-4'i
l. The plan sheet showing the required
elements of the selected energy package, and
listing the design elements showing compliance
with that selected package, must be signed by
either the owner or a licensed professional
i.e., architect, engineer or contractor. A
design professional must note his/her state
license number. Section 1403 of Title 20.
() Show on the plans the "R" value for the
i1ls, floors, ceiling and related areas.
~)Glazing
Show double glazing as per Energy Design,
Schedule. SZYLi(-,i..t
1/1. Show on the plan how shading requirements
are satisfied.
G The plans are not in compliance with the
energy conservation compliance package selected
V
Odatory
Specify on the buildinn plans all of the
energy conservation requirements as
listed on the enclosure titled, "Mandatory
Ener2v Conservation Requirements".
174 Show the size, type, make, model and
location of the space heating (or cooling)
system and provide heat loss calculations if the
output BTU/Br. exceeds 45,QOO. AbTn IJMIT-S Tb6erh'L OttrPur m Pe MvIô.
0. CARLSBAD S.F.D. & 1XIPL &JPPL4SBZ
17A. Energy conservation design should be for
Zone 7 . See attached energy packages.
14. Floor drains must have auto-prime
(city policy).
177 Note exhaust fans cannot be ductless type
city policy).
t New residential units must be pre-plumbed
r-future solar water heating. Note "two roof
jacks must be installed" where the water heater
is in the one story garage and directly below
the most south facing roof
(City Ordinance No. 8093).
L
Note "two 3/4" copper pipes must be
lled to the most convenient future solar
panel location when the water heater is not in a
one story garage and is not directly below the
most south facing roof.
(City Ordinance No. 8093).
or design calculations provided. Show on plans 1(). All piping for present or future solar conformance as follows: water heating must be insulated when in areas
that are not heated or cooled by mechanical 04LE!,,MDTh taET 9DPMtAPM ALRAtL means (city policy). D RE5sbENcg sna, Pra.s £WS) &1T
gpg fll)4MrP A'nt W. MA1 MT $JPTS 181 Incorporate the waterproofing details, on flewle dAU1I. TO .SiiôJ dD2e&f P 1J4&!Ph'F4& the attached Policy 80-8, where interior living MEA OR fle-LE1r t79?Pe7I.4'A D* Pti4&. space occurs below grade at the masonry
wall(s).
1fA)6c' UC. crio*i1
I. Pioui ..i ui-/p1Cftr/ AAJ IA) c () 1&)I&JT,
(ftiet) &n,'nRZT&WM0 71t1 UOcYi'ff PoPSez2. 796SC
IL ,'tES ...S 1OUL I) AC a2E7W,A/ 71/6
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3/25/86
-
All
iormation
Show on the Title Sheet on the plans, the
required by the attached
Developmental Services Sheet 102683.
183 All new residential buildings, including
a ditions, require a soils reuort. Please
submit two copies.
1'4. Heavy timber framing, minimum 6" x 10"
beams and minimum 8" x 8" post, for the
structural beam and column supporting the fire
separation between the garage and living area
above, is acceptable if shown on the plans.
(city policy).
ift. Please see additional corrections, or
remarks, on the following page.
The City of Carlsbad has contracted with Esgil
Corporation located at 9320 Chesapeake Drive,
Suite 208, San Diego, California 92123;
telephone number of 619/560-1468, to perform the
plan check for your project. If you have any
questions regarding these plan check items,
please contact E !Li1 La.) LRFQ.
at Esgil Corporation. If you have any questions
regarding City Building permit procedures,
please contact Carter Darnell at the City of
Carlsbad, 1200 Elm Avenue,
telephone 619/438-5525.
Thank you.
Enclosures:
2. bUeL. <E2.r.
-
<LLPPORr. ieeripU AS
t!LC.S.
ñ/ A)07E J PLW I.r,o& D
- J9ms9 4 iã.5L2tT D
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AC-5 AJOT j,ppq,- m Rci,2ee
LIr7t FOTgs//oeJg a ,j PD9AJ, h9 prs,. pa12. AMals To .c,'ô ,r Ae'm
1J)e.'r/,iAJs. 2ASACE-A. AeArif P7-69. &!TIl)TE)J PtJ
,9.. PPOUIDe ALL EE1. PD i.&FL.LD7A/L$Fb,ii dAtes. OA) P&J4
13
3/25/86
NUMBER: 80-8 - . SUBJECT: WATERPROOFING BELOW GRADE
MASONRY WALLS
( --------
,--.FF.ECTIVE: 9/23/80
- SECTION: BUILDING DEPART11FHT
%'3UPERSEDES:
PURPOSE: TO ESTABLISH A:LJNIFORM POLICY FOR WATERPROOFING BELOW GRADE
M90NRY WALLS.- - -
POLICY: The Building Department requires approval in advance, of any
method of waterproofing below grade masonry walls except the
- one shown .below.
2 LAYERS I5FELT-
SECURED AND SEAI..ED Efl' 3
APPLICATIONS OE I-lOT
-- - - - - --- -- - -;_'. \• I' G?ADf• >>L4I kI
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-y GRAVEL (r.1, IN. -
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44A.
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44//$,/l(PD2fl
Date ió,-/P-J'c Jurisdiction VISTA
Prepared byt Bldg. Dept.
E WAieP.. VALUATION AND PLAN CHECK FEE 0 Esgil
PLAN CHECK NO._
BUILDING ADDRESS PL,1Y4 i2$).
APPLICANT/CONTACT ,P'RRy PEPP'R. PHONE NO.
BUILDING OCCUPANCY - DESIGNER PHONE_____________
TYPE OF CONSTRUCTION Vp( CONTRACTOR PHONE___________
BUILDING PORTION BUILDING AREA VALUATION
MULTIPLIER
VALUE
eemooL 94Od. -
Air Conditioning
Commercial
Residential
Res. or Comm.
-Fire SDrinklers
Total Value
Fee Adjusted To Reflect 0 Energy Regulations (Fee x 1.1)
0 Handicapped Regulations (Fee x 1.065)
BuIW64 Permit Fee $
Plan Check Fee $
COt1HENTS:
0/4/82
PLAN CHECK S/i I.
C4ç
ovL
ZONE: V.,
-
ADDRESS 4pdaao DATE
PLANNING
TYPE OF PROJECT: -
SAN MPIRCOS SCHOOL DISTRICT: SAN DIEGUITO ENCINITAS CARLSBAD a
SETBACKS: FRONT Oji- SIDE REAR
DISCRETIONARY ACTIONS:
REDEVELOPMENT PERMIT REQUIRED:
LANDSCAPE PLAN COMMENTS:
ENVIRONMENTAL REQUIRED:
ADDITIONAL COMMENTS:
OK TO ISSUE: DATE: (olmlolp
ENGINEERING
LEGAL DESCRIPTION VERIFIED? APN CHECKED?____________________________
P.F.F.:/J j4 PARK-IN-LIEU QUADRANT: ,, FEE PER UNIT:______
RIGHT-OF-WAY: -- TRAFFIC IMPACT FEE PER UNIT:
EASEMENTS: - DRIVEWAY:
IMPROVEMENTS:
--
FIELD CHECK DATE: INITIALS:
E.D.U.:/L ---__________ &A-
LATERAL:-- INDUSTRIAL WASTE PERMIT:______________
GRADING PERMIT:________________
GRADING COMPLETION CERTIFIED:
DRAINAGE:____
ADDITIONAL COMMENTS:
/ OK TO ISSUE
DPD2:DPD6:04/1 5/86
BENTON ENGINEERU4G, INC;
APPLIED SOIL MECHANICS -. FOUNDATIONS
6741 EL CAJON BOULEVARD
BAN DIEGO. CALIFORNIA 92115
PHILIP HENKING EJENTON
PRESIDENT - CIVIL ENGINEER
Paradise Homes, Inc.
Route I,' Box 2550
Encinitas, California
December 8, 1964 SAN DIEGO: 533-5654
LA MESA: 469-5554
;,fL/ A,~ 6 Z-P,
Attention
SubecF:
Gentlemen:
Mr. Iry Roston
Projedi No, 64-6-18D
Recommendations for Footings
for Soil Conditions on -
La.Costa Valley Unit Nos. 1 and 2
San Diego County, California
It is concluded from correlating the laboratory test results presented with our Fnal Report on Compacted rifled Ground, La Cosa Unit Ns. 1. and 2,. San Diego County, California", dated November 25, -1964, with the visual observations made during grading-and in classifying the
soils in exploration borings drilled upon completion of grading that the soils within the upper
three feet on the lots fall within two major categories listed below:
Marginally Expansive
Unit No, 1 -
LotsA7, 48, 49, and 52, 53, 54, 5,,J
and;56 60, 72, 73, and 74, 76, '
79, 80, and 81, 84to.89, inclusive
93, 95, 96, 99, 100, and101, 106,
108, 109,110, 111, 127, 128, and
131, Condominium Areas C and D
Unit No. 2
Lot 139 (3-10-67)
Expansive
Unit No. 1 -.
Lots 44, 45, 46, 50,'51, 57, 58, and
59, 61 to i1? inclusive, 75, 77, and
78, 82, 3, 90, 91, and 92, 94, 97,
98, 102 to 105, inclusive, 107, 112
to 119, inclusive, 130, 132, and
133, Model Lots 122 to 126, inclusive,
and 129, Condominium Areas A, B, E,
F, H, I, and J.
-
Unit No. 2 -
Lots 135, 1361 137 and 140(3-10-67)
It is concluded from our past experience in areas where soils fall into these two general cate-
gories that continuous wall footings should be used throughout and that these should be placed
at varying depths and reinfärced to varying degrees depending upon Iné volumetric change
wi th change in moisture content of the supporting soils. Also, if.concrete slabs are to be
Project No. 64-6-18D
: -
December 8, 1964
La Costa Volley Unit Nos. 1 and 2
placed on the expansive" soils, it is recommended moisture tests be taken 4fo5 weeks prior
to pouring concrete to verify that 80 percent saturation of the layers ex1.to 0iT3 feet.
If less moisture exists, then pesoturation would he recommended. The reason For ths is that
concrete slabs are relatively lightly loaded in comparison to continuous wall footings support-
ing raised wood Floors and they are subject to much greater upward movement if the "expansive"
clays go from a relatively dry field condition to near saturation than are the wall Footings that
are placed at greater depths below the finished ground surface. Numerous tests and observa-
tions made to dote indicate that the.expansive" soils tend to increase in moisture content with
time, once these are covered and lawn watering, etc. takes place around the perimeter of the
foundation. Houses constructed in the spring when the soils have natural presoturation have
proved to show for less differential movement than houses constructed on air dry soils without
presofuration in the .fall of the year.
The-following recommendations are made for the two categroies of soils listed previously:.
I. Type of Construction of Raised Wood Floors on Continuous Wall Foundations.
A. For Marginally Expansive Soil Conditions
.1. Place footings at minimum depth of one foot.
Reinforce with one 04 steel bar placed at three (3) inches above the bottom
of the continuous wall footings and one 04 steel bar placed atone and one-
half (1 1/2) inches below the top of stem wall of the footing.
It is recommended that the steel reinfbrcement of all interior and exterior con-
tinuous wall footings be lapped 48 diameters and that the reinforcement of the
interior footings be carried into the ..exterior walls sufficient distance to de-
velop full.strerigth.
ConstrUct crawl holes with continuous reinforcement as shown on page 17 of
the "Minimum Property Requirements for properties of one or two Living Units,.
Located in the Southern California District" by the Federal Housing Adminis-
tration Revised May 1952 or by some equivalent design.
For concrete slabs on ground in the garages, it is recommended that a 4 inch
thickness of sand be placed beneath the concrete slob and'thaf the concrete
slabs be separated by 3/8 inch thickness of construction joint material from
the exterior vaii footings. The slabs should also be reinforced with 6"-6" by
10#10 wire mesh.
B. For-Expansive Soil Conditions
. .
1 Place footings at a minimum depth of two Feet.
-
Refnforce,with one 05 steel bar placed three inches above the bottom of footing
and one 05 steel bar placed 1, 1/2 inches below the top of stem wall of the footing.
BENTON ENGINEERING, INC
Project No. 64-'6-18D '.3- December 8, 1964
La Costa Valley Unit Nos. 1 and 2 '
3, 4, and 5. Same as for Section A above.
II. Type of Construction of Concrete Slab Floors on Ground Between Continuous Walt Foundations
A. For Marginally Expansrve Soil Conditions
Place footings at a minimum depth of one foot.
Reinforce vith one 04 steel bar placed at three (3) inches above the bottom
of the continuous wall footings and one 04 steel bar placed at one and one-
half (11/2) inches below the top of stem wall of the footing.
It is recommended. that the steel reinforcement of all interior and exterior con-
tinuous wall footings be lapped. 48 diameters and that the interior reinforcement
be-carried into the exterior walls sufficient distance to develop full strength.
The concrete slabs on ground inside the houses should be placed on a minimum
of 4 inches of sand and reinforced with 6"-6" by #10410 wire mesh. A water-
proofing seal under, within, or on top of slab should be provided.
t. For concrete slabs on ground,in the garages; it is recommended that a 4 inch
thickness of sand be placed beneath, the concrete slab and that the concrete
slabs be separated by 3/8 inch thickness of construction loint material from
the exterior wall footings. The slabs shourd-7a so be.-reinforced with 6"-6" by
wire mesh.
B. For Expansive Soil Conditions -
1. Place footing at a minimum depth of two feet.
/ 2
k.40
. Reinforce with one #5 steel bar placed at three (3) inches above the bottom
of the continuous wall footings and one 05 steel bar placed atone and one-
half (1 1/2) inches below the top of stem wall of the footing.
3. I is recommended that the steel reinforcement of all interior and exterior con-
inuous wall footings be lopped 48 diameters and that the-interior reinforcement
be carried into the exterior walls sufficient distance to develop full strength.
04.For concrete slabs on ground for this condition, -it is recommended that field
moisture checks be mode to three feet below finished grade to verif8_per-
cent saturation. percent sotwoiion is noEn, then it is re i_ended
?TaTre added' ponding, "rain birds" or any suitable met 6d to in-
crease moisture as required. After the presaturation 'näisture content is achieved
within the upper three feet, the soil may be permitted to surface dry so that
equipment may work on it and then the 4 inch sand layers should be deposited
OENTON ENGINEERING. INC.
_
F-18D -4- December 8, 1964
nit Nos. 1 and 2
thin one week. The reinforcing with 6"-o" by 11 10_hO wire mesh and water-
oofing may then be installed to seal the presaturoted sofls under the concréte
bs,
For concrete slabs on grouhd in the garages, it is recommended that a4 inch
thickness of sand be placed beneath the concrete slab and that the concrete
5.
-
slabs be separated by 3/8 inch thickness of construction joint material from
the exterior wall footings. The slabs should also be reinforced with 6-6" by
#WJ/W wire mesh.
IF you should hove any questions regarding the above, or if you should desire additional inFor-
mation, please feel fre to contact me. • ••
•
Very truly yours, •
BENTON ENGINEERING, INC. •
PH B/gw
City of ç:arisbad MISCELLANEOUS
1200'ELM, CARLSBAD, CA 92008 • TEL. (619)438-5525 RECEIPT
-
e7b
Add ress 20 ).O Pk/ .
. MISCELLANEOUS FEE RECEIPT
0 VALUATION __________i'r.,-,
_TeL3
0 PLAN CHECK FEE OOl-810-00-00-8821
Mailing
Owner
P2c.
Address 2o)o?1c\,6 -r _r
City "V (ba _Zip oa
I El Contractor
/ Address -
11-17 1 2q jPtY J'le O( 0 City Zip Tel. -
ItO
Stale Lic.
S Clàssit. 39 / City Lic. No.
-
LEGAL DESCRIPTION LOT Jo I - Pete MiiO 40.
. COSTA Jcdle/ Vil I
ASSESSOR'PARCEL NO
DESCRIPTION OF WORK
n-vir EZ IA!L1i _____
KIOn _J,Qir). _ru .
.1F;'-r -rri /L--- FL_(2_..
S
- -_-. PLAN ID NO. __ 4 .
:•_•_-
CONTACT PERSON V\ ø.v lb (—
ADDRESS 20Icic
Zip /_~_O)_ to) / _PHONE#
Signature of AppIicani _1 /t/Y81
TOTAL FEE $
WARNING: PLAN CHECK FEES. WHERE NO ACTION IS TAKEN BY THE
APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED. ARE
FORFEITED TO THE CITY.
I
White '- Applicant Yellow --Ie' . Pink - (1) Finance (2) Data Process Gold - Assessor
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE208
SAN DIEGO, CA 92123
(619) 560.1468
o DATE: Decmi 9?6
DICT
JURISDICTION: P c c!RiLsRA, JJiN CHEC
OFILE COPY
PLAN CHECK NO: DUPS
D.DESIGNER
PROJECT ADDRESS: PL f Y Rz.
PROJECT NAME: A A
D The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
The plans transmitted herewith will substantially comply
with the jurisdiction's building codes when minor deficien-
cies identified __ •are resolved and
checked by building department staff..
The plans transmitted herewith have significant deficiencies
U identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
The check list transmittedherewith i •or yoürL information.
The plans are being held at Egil Corp.unt.il corrected
plans are submitted f or reôheck.
D The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
D Esgil staff did not advise the applicant contact person that
plan check has been completed.
Esgil staff did advi iapplint that the plan check has
been completed. Pers cpfacted: 1_.ft,kq 9EPP-
Date contacted: Telephone #19,-,bp
REMARKS: a ITS' ..-57-q F 76 \japnpy 7-4T
By:-j24,) I)41Ied Enclosures: AMile
ESGIL CORPORATION
R
ESGIL CORPORATION
9320 CHESAI'EAKE DR.. SUITE 208
SAN DIEGO, CA 92 123
(629) 560-1468
DATE: 1(1 16 1 8(0 DAPPLICANT_.. CO-JURISDICTUO
JURISDICTION: OPLAN CHECKER
[]FILE COPY
PLAN CHECK NO: 8 10 4 DUPS []DESIGNER
PROJECT ADDRESS: ZOZO 0T7L4L?1q tv
PROJECT NAME: 1?7zvyrc.zi8 kYI°r'i_L.-
D The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
The plans transmi will substantially comply
with the juri minor deficien-
. . - ------ -_t . j cies t rT -4-L , are resolved and
checked by ilding department staff.
The plans tral ntbt-edherewffFive significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
The check list transmitted herewith is for yöür:information. O The plans are being held at Egil Corp.. until corrected
plans are submitted for recheck.
, The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
Esgil staff did not advise the applicant contact person that
plan check has been completed.
I Esgil staff did advise applicant that the plan check has
been completed. Person contacted:
Date contacted: Telephone #
I REMARKS:
By: \LS#J Enclosures:( .4
ESGIL CORPORATION CZ hIit sruilZcozQ.
L444mm is a, M,
d ioT " Po -o
c-r Qt.) flO ) i) &r WS çto re -Mes
S\-k--L-L FtOthS ,-w- (3uonu9& OIP1CJIJ4-LJ i&)
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CO ao i U) 111+ 7 (
-
• •
• ,;•.
p
Dates LI101p Jurisdiction CPrQt.6840 -
Prepared byt Bldg. Dept.
VALUATION AND PLAN CHECK FEE D Esgil
PLAN CHECK NO. - Pt
BUILDING ADDRESS _2O20 -'? D
APPLICANT/CoNTAcT 2O4 1Lb,2. PHONE NO. SZA iS+'z
BUILDING OCCUPANCY DESIGNER PHONE_____________
TYPE OF CONSTRUCTION CONTRACTOR PHONE__________
BUILDING PORTION BUILDING AREA 'VALUATION
MULTIPLIER
VALUE
16O (L•6 6 S SO
------------
Air Conditioning
Commercial
-
Residential
Res. or Comm.
Fire Sprinklers
Total Value
Fee Adjusted To Reflect 0 Energy Regulations (Fee x 1.1)
0 Handicapped Regulations (Fee x 1.065)
8uildin Permit Fee. $_________________________________________________________
Plan Check Fee $ T) '45 $
COMMENTS:
8/4/82
ESGIL CORPORATION
9320 CHESAPEAKE DR.. SUITE 208
SAN DIEGO, CA 92123
(619) 560-1468
DATE: &c-T )7/'
JURISDICTION: CrRke fl?TNHCKER
0 FILE COPY
PLAN CHECK NO: C b A (I) UPS
0 DESIGNER
PROJECT ADDRESS: r-c4
PROJECT NAME:
(1
I The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
The plans transmitted herewith will substantially comply
with the jurisdiction's building codes when minor deficien-
cies identified . - are resolved and
checked by building department staff.
The plans transmitted herewith have significant deficiencies
0 identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
-The check list transmitted herewith is for yourinforñiation. 0 The plans are being held at Egil Corp. until corrected
plans are submitted for recheck. . • • : . ...
The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
AR Esgil staff did not advise the applicant contact person that
plan check has been completed.
Esgil staff did advise applicant that the plan check has 0 been completed. Person contacted:
Date contacted: Telephone #
U REMARKS:
By: 514 ree Enclosures: 'ati
ESGIL CORPORATION
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560-1468
DATE: Dmi. //, i9
JURISDICTION: ('4TY OP 1 LcF1L
PLAN CHECK NO: Lg),
SDICTI
FILE COPY
UPS
DESIGNER
PROJECT ADDRESS: PLAYY
PROJECT NAME: .PD.
D The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
The plans transmitted herewith will substantially comply
D with the jurisdiction's building codes when.minor deficien-
cies identified - are resolved and
checked by building department staff.
The plans transmitted herewith have significant deficiencies fl identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
The check list transmitted herewith is for your information.
The p:lans are being held at Esgil Corp. uhtil correcfed
plans are submitted f or recheck. .
D The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
7A) IAYL,)aE. h21) PLAYA Jux
elj5P1-Afl,-F3 nô2
D Esgil staff did not advise the applicant contact person that
plan check has been completed.
Esgil staff did advise applicant that the plan check has
been completed. Person contacted: R..OA) 71WLo)2..
Date contacted: )I-AV-F6 Telephone #3/-15v,,L
REMARKS: AJJ4~ A/.ce7 V 4 p
AA,ejece—zleas so 1JiD.tETE/) 5)/7S dbULQ F ,9 ,J7TE,1
1YJ( mP'r -b i9< p pfeu -
,o, ,uic,.-t 'e NR c-"'
By: k.)4) Enclosures: WAVC
ESGIL CORPORATION
17 f- 9(OA'1,R i¼it 41ñ PLJY, IO,
iin rirk-.
Date Jurisdiction (J1EL!.AI9D
Prepared by: Bldg. Dept.
AL, 1A)&Aerp- VALUATION AND PLAN CHECK FEE 13 Esgil
PLAN CHECK NO._-'frB
BUILDING ADDRESS -_pp PLi'A D.
APPLICANT/CONTACT DJQu PHONE NO.
BUILDING OCCUPANCY _-3 DESIGNER PHONE____________
TYPE OF CONSTRUCTION V-ti CONTRACTOR PHONE___________
BUILDING PORTION BUILDING AREA VALUATION
MULTIPLIER
VALUE
10A) I ___________
Air Conditioning . .
Commercial
.
.:
-Residential
Res. or Comm.
Fire Sprinklers
Total Value
.
Fee Adjusted To Reflect 0 Energy Regulations (Fee x 1.1)
0 Handicapped Regulations (Fee x 1.065)
Buildirid Permit Fee. $__________________________________________________________________
Plan Check Fee $ . $ 19.3o
COMMENTS:
8/4/82
II PPLIED YDROGEOLOGIC consultants
31 October 1986
AHC 20A5.6
Mr. Ron Taylor
do Gerhard Interiors Ltd.
7630 El Camino Real
Carlsbad, CA 92008
Subject: GeotechnicalInvestigation- Addendum Number 1
Dear Mr. Taylor
The Applied Hydrogeologic Consultants Geotechnical Investigation
(AHC 20A5.6) Conclusions and Recommendations section item 6)
stated allowable bearing capacity as follows:
116) An allowable bearing capacity of 1000 psf may be used for 24.
inch deep, footings and properly constructed foundations on
this site. This allowable bearing capacity is for dead plus.
live loads and may be increased by one-third for transient
loads due to wind or seismic forces. The soil bearing
capacity may be increased by 20 percent for each additional
12 inches in footing depth to a maximum depth of 72 inches."
This 1000 psf bearing capacity is based on a Factor of Safety of
3 for Direct Shear Test results indicating a calculated value of
3020.5-psf. A selected Factor of Safety of 2, therefore, will
yield an allowable bearing capacity of 1500.psf.
The opportunity to present this report is greatly appreciated.
Please feel free to call our office if you have any questions.
Sincerely,
R-obert C.. Blaettler R beft S. Austin
Project Geologist Project Engineer RCE 37455
Thomas N. Lamb
Senior Project Geologist
RCB:RSA:TNL
3052 Clairemont Drive Suite H-i 0 • San Diego, CA 92117 • (619) 275-6577
ASSOCIATED DESIGN & ENGINEERING, INC..
DESIGN • DRAFTING • ENGINEERING
66 E. ESCALON, SUITE 107 • FRESNO, CA 93710 • (209)431-2389
17 October, 1986
GERHARD INTERIORS
ATTN: ALEX
7630 El Camino Real
Carlsbad, CA 92008
6 - -Y1 (= .3
SUBJECT: REVISION OF GLU-LAMINATED BEAM SPECIFICATIONS.
Dear Sir:
As per the request of Larry Pepper of Pepper-Welch &
Associates, Inc., the specifications of the glu-laminated
beams have been reviewed for the Pesch Residence at 2020
La Playa Road, La Costa, CA.
The original specification of the glu-laminated timber
was 24F-V8 for uses where continuous or cantilevered
conditions exist.
From reviewing the conditions of the proposed beams,
the negative moment created by cantilever conditions does
not exceed the valve tabulated in the AITC timber construction '
standards table A-1, ,column 4, compression zone stressed in
tension (fb-I200 psi) for 24F-V4 glu-laminated timber.
Therefore, the specifications of the glu-laminated beams
may be changed to 24F-V4. See attached calcs. for beams
requiring the change.
For further information, please feel free to contact
this office at (209) 431-2389.
Sincerely,
APV E D
By
DEC 2i986
City of CARLSBAD
BUILDING DEPT.
Walter S. Reuter
GEOTECHNICAL INVESTIGATION;
PROPOSED RETAINING WALL
FOR
GERHARD INTERIORS LTD.
CARLSBAD, CA
II PPLIED YDROGEOLOGIC consultants
30 October 86
AHC 20A5.6
Mr. Ron Taylor
do Gerhard Interiors Ltd.
7630 El Camino Real
Carlsbad, CA 92008
Subject: Geotechnical Investigation
Dear Mr. Taylor
In accordance with your request we have performed a geotechnical
investigation for a proposed Retaining Wall to be constructed on
the property located at 2020 Playa Road, Carlsbad, California.
(A.P.N. 215-130-21),
It is our opinion that the proposed retaining wall can be
constructed as planned, provided the recommendations of this
report are followed. This report presents our findings and
conclusions.
The opportunity to present this report is greatly appreciated.
Please feel free to call our office if you have any questions.
Robert-'C. Blaéttler.•
Project Geologist
Sincerely,
P'r' -CT 3. o
Robert S. Austin
Project Engineer RCE 37455
Thomas N. Lamb
Senior Project Geologist
RCB:RSA:TNL
3052 Clairemont Drive, Suite H-i 0 • San Diego, CA 92117 • (619) 275-6577
Objectives
The objectives of our study were to evaluate the surface and
subsurface soil conditions in the vicinity of the proposed
retaining wall in order to provide recommendations relative to
the geotechnical engineering considerations to be observed during
wall construction.
Scope of Services
Our site investigation consisted of a site reconnaissance and the
sampling and logging of two, hand dug exploratory pits (Appendix
A). Exploratory pits were excavated near the northerly and
southerly end of the proposed retaining wall (Figure 1). Field - 'density tests and soil samples were obtained at selected
horizons in the test pits. Laboratory tests were run on these
samples to evaluate the physical properties of the subsurface
soils (Appendix B). The following conclusions and recommendations
are based on our field and laboratory work as well as our
experience with similar soil and geologic conditions.
Site Description
The subject property is a generally level, cut/fill pad with a
centrally located single family residence which is currently
undergoing major reconstruction. Cut/fill slopes are present
along the west and north property lines. The proposed retaining
wall is to be constructed along west cut/fill slope.
Soil and Geologic Conditions
Our field investigation indicates that the subject site is
underlain by an interbedded sequence of grayish yellow fine
grained sandstone and gray claystone of the Santiago Formation of
Eocene age. The claystone beds dip slightly in a southerly
direction and range in thickness from less than one inch to 18
inches. The sandstone appeared poorly cemented and in some
instances poorly consolidated.
Two main soil types were encountered in the exploration pits. A
moist silty fine sand was encountered in both pits to a depth of
7 feet. A very moist slightly sandy clay was also encountered in
both exploration pits to a depth of 6.75 feet in pit 2.
Groundwater
No groundwater was encountered during the excavation of the
exploratory pits, however, it is noted that some of the soils
encountered, especially the clays, were very moist and near
saturation. Future heavy rains or excessive irrigation could
result in localized seepage.
LEGEND
APPROXIMATE LOCATION OF Cg EXPLORATION PIT
LOCATION -
2020 PLAYA ROAD
CARLSBAD, CA
GERHARD INTERIORS LTD.
A.H.C. 20A5..6
ElPROPOSED
RETAINING WALL
PIT 2
I I
PROPOSED I I
PIT 1
II
I I
I I•
I I•
I I
I •K H
\•
\ •
EXISTING
SLAB
Conclusions and Recommendations
It is our opinion that existing soil conditions on the
subject property are suitable for the construction of the
proposed retaining wall if the recommendations in this
report are followed.
No rocks or lumps of soil exceeding six inches in greatest
dimension are to be incorporated in any wall backfill soils.
Any backfill soils should be properly mixed with water pr-ior
to placement behind the retaining wall and uniformly
compacted to a minimum of 90% of the relative maximum
density.
The clayey soils encountered in the field investigation were
found to be critically expansive. Laboratory test results
indicate these clay soils have "very high" expansion
potential with changes in moisture content. The footing
excavation for the proposed retaining wall should extend
through any clay layers and into the more competent sandy
soils. It is recommended that on site inspection be
conducted by Applied Hydrogeologic Consultants near the
completion of footing excavations to determine soil type and
make recommendations on any footing design changes.
The critically expansive nature of the clayey soils
prohibits their use as a wall backfill material.
An allowable bearing capacity of 1000 psf may be used for 24
inch deep footings and properly constructed foundations on
this site. This allowable bearing capacity is for dead plus
live loads and may be increased by one-third for transient
loads due to wind or seismic forces. The soil bearing
capacity may be.. increased by 20 percent for each additional
12 inches in footing depth to a maximum depth of 72 inches.
All retaining walls that are not fixed at the top will be
designed to resist an active soil pressure of 30 psf unit
weight. Retaining walls with fixed or restrained tops shall
require an additional uniform pressure of 50 psf. All values
included herein assume a well drained and level granular
backfill material.
For calculation of lateral load, the influence of passive
earth pressures and friction should be considered. Earth
pressures against shallow spread-type footings and/or walls
poured neat to undisturbed natural soils, or in contact with
properly compacted backfill materials, may be considered
equal to a force exerted by a fluid weighing 350 pcf.
A friction coefficient of 0.3 may be used between the bases
of footings and slabs and the soil for computing resistance
to sliding. ..
It is the contractors responsibility to provide adequate
support for all excavations to prevent earth movement
during construction.
Retaining structures should be properly drained, employing a
minimum 1.5 foot wide. section of 3/4 inch crushed rock
surrounded by a filter fabric material (mirafi 140 or.
equivalent). A minimum 4 inch diameter perforated pipe
should be installed at the bottom of the wall at the base of
the crushed rock section, and be provided with positive
drainage to daylight.
A concrete lined swale should be constructed above the
proposed retaining wall to provide adequate drainage and
minimize the infiltration of surface runoff into the wall
backfill soils.
LIMITATIONS AND UNIFORMITY OF CONDITIONS
The recommendations contained in this report pertain only to the
site investigated and are based upon the assumption that the soil
conditions do not deviate from those disclosed in our investiga-
tion. If any variations or undesirable conditions are encountered
during construction, or if the proposed construction will deviate
from that planned at present, Applied Hydrogeologic Consultants
should be notified so that supplemental recommendations can be
given.
This report is issued with the understanding that it is the
responsibility of the owner, or the owner 's representative, to
insure that the recommendations contained herein are incorporated
into the building plans by the architect and engineer for the
project and that the necessary steps are taken to insure that the
contractor and subcontractors carry out said recommendations in
the field.
The findings of this report are valid as of the present date;
however, changes in the conditions of a property can occur with
the passage of time, whether they be due to natural processes or
the works of man. Changes in the appropriate standards may occur,
resulting from either legislation, or the broadening of know-
ledge. As a result of this, the findings of this report may be
wholly or partially invalidated; therefore, this report is
subject to review and should not be relied upon after a period of
three years.
Geotechnical Investigation, Gerhard Interiors Ltd,
Appendix A, Field Investigation
A field investigation was performed on the subject property on
the 17th of October, 1986. This investigation consisted of a
general reconnaissance and the inspection, logging and sampling
of two exploratory pits. The pits ranged in depth from 6.25 feet
to 7 feet. A relatively undisturbed chunk sample was taken for
shear testing and field density tests were taken to determine in-
place density. Samples were also taken for moisture content and
maximum dry density determination.
Soils encountered were continuously examined, classified and
logged as the pits were being excavated (Figures, 2 and 3). These
logs describe the soils that were encountered and show sampling
depths.
TRENCH LOG SHEET
m X -o
Trench no. 1 I Elevation 107* IL X
II. ?'IL . 00 m
Z=
Ron. OEBCRtPTIONB U a'- 0 rx am 0 .a 40mw -' a U
Gray orange, very moist, soft Slightly sandy clay Fill? (CL) 1 26.5 1 91.1 1
Pale gray yellow, moist, medium dense Silty fine sand with numerous thin clay 2 beds and lenses to 2 in. thick (SM + CH)
117.0
3.-:•• W
4 .
_
M-1 Brown/gray, very moist, stiff
. . . .
Clay with some white calcium carbonate
in small pockets and veins (CH)
. 411
-
-- ' 2
120.0 Gray, moist, dense . Silty/clayey fine sand with 'some clay
6 F beds and lenses (SM.+ SC + CH) 23.9 100. 183.8
• . Bottom of Pit at 6.25 Feet . • • • -.
Legend (no refusal) . . • ..
Indicates in-place density, test
Fil Indicates loose bag sample • •
M-1 Indicates in-place moisture content
* I.B.M. top of existing concrete slab
assumed elevation = 100.0 .
- PR JC NO.
.
FIGURE NO.
j .
X V. J TRENCH LOG SHEET
In IL '
no. 2 Elevation 104.25*
S It
> oO m XwS . CL U a
• ROiL OEBCRIPTIONB i Oj I (OS .1
UI
Yellow brown, very moist slightly Silty fine sand with some clay lenses
dense (SM + CH) c7 . 16.5 94.3 80.6
2 j—
" Gray/brown, very moist, stiff Clay with same white
in small pockets and veins (CH)
calcium carbonate
3
Yellow brown/gray brown, moist, medium. Silty fine sand with some clay in small 4- dense with some loose areas to 1 foot lenses and thin layers (SM + CH)
across . .
Gray/brown, very moist, stiff Clay with some white calcium carbonate
6 . . in small pockets and veins (CH)
-_____
Gay_brown, moist, medium dense Silty fine sand (SM) • -
• .. Bottom of Pit at 7 Feet . .
• (no refusal) •
• * I.B.M. top of existing concrete slab .
• assumed elevation = 100.0
— PROJECT NO. +LIED1.FIGURE NO.
20A5.6 I1YDROGEOLOGIC consultants 3
Geotechnical.Investigation, Gerhard Interiors Ltd.
Appendix B, Laboratory Testing
Laboratory tests were performed on the samples that were taken
during our field investigation. A relatively undisturbed chunk
sample was tested for moisture content and shear strength. An
expansion test was performed on the clay soils to determine
expansion potential and the relative maximum density was
established for the sandy soil. All tests were performed in
accordance with the generally accepted methods of the ASTM or by
other suggested procedures. Results• of the laboratory testing are
presented in the following tables and graphs. In-place moistures
and in-place densities are presented on the logs of the trenches.
Sample
No.
Chunk at
Base of
Cut
Table 1
Results of Shear Testing
Unit Cohesion Angle of Shear Resistance
psf Degrees
680: 6
Table 2
Results of Optimum Moisture and Maximum Density Testing
Sample Sample
No. Description
Pit 1 Yellow gray,
Bag 1 silty/clayey fine
Depth 3.5 sand
Pit 1 Gray, silty/clayey
Bag .2 fine sand
Depth 6
Maximum Dry Optimum Moisture
Density pcf dry weight
117.0 12.3
120.0 13.1
Table 3
Results of Expansion Testing
Sample Moisture Content Dry Expansion Surcharge
No. Before . After Density Index psf
Test Test pcf
Percent Percent
Chunk at 21.6 54.3 78.7 242 144
Base of
Cut
1 co 0 S -
\
j
4-