HomeMy WebLinkAbout2070 GAYLE WAY; ; CB900553; PermitB U I L D I'N G.- P E"i R M I X Permit No: 'CB9005~3
06,/,01/90 68:.27 Project No: A9000654 1
-~a_ge"*.l of -1 Development No:
Str: Fl: - S .-Job Address: 2070 GAYLE WY. t&: '. , .
57854 06101190 0001 01 --.02, 1~ermlt Type':.,RESIDENTAL ADDITION/ALTERATION , Paircel No: 205-151 09-0'0 C7PRMT 762 - 00
Valuation: 107, §1'~
,.Const ruction-Type-.NEW
.,Occupancy Group: Class Code: status: ISSUED
..De6cription: 1-314- SF LIV. 195- SF DECK' Applied 04/04/90,
Apr/Issue .06/01/90
Validated-By: JPY.
.,OWNER EHLERS, WAYNE Lic. 434-6411
2070 GAYLE WY
'CARLSBAD, CA 920-08
Fees'Required Cr~dits F e ce; -is ~NNC 0 1 ected &
- - ------------------------- ------------------------
Fees:
4,0 01Q) Total Credits: Adjustments. N .00
~To'tal -Fees':.' 17 5,,\O 0 Tot-a751 --Payrne,wts 393.00
'Nc Balan e\6,_u-_'e: 782.00,
Fee ,descrip ion --,,Units F 67,e~/ nit Ext fee Data
----------------------------------
Building Permit 6'68.00
Plan Check, 434.00
Strong Motion Fee 8.00
BUILDING.TOTAL 1110.00
Enter "Y" f6r Plumbing Issue Fee 7 50 -Y
Each.Plumbing Fixturle or Trkap'. .00 2. 50 7'.50
PLUMBING TOTAL. 15.00 4*3 00 000 0-t 0 Enter "Y" for Electri~c Is!s_u~e Fee 5. 00~' Y
Other.- 1~0 0 0 10.00 REMODEL
EL~CTRICAL TOTAL ($10 Mini,md!~; n 15. 00
n '\ISSUYW4Fbp~~ 15. 00', Y Enter,~ 'Y,',for Mecha'ical.
"%*_~ 0 9 .~00 Install Furn/Ducts, I > ~11~ 0 -9. 0
Each.-Install/Reloc Appliance Vent > il.-O-0- 4-.50 4.50
Ecich'fHood/Fireplace 00 6'. 5 0 .6.56-
*'MECHANICAL TOTAL 35 . 00'-
A (W PPROV
DATE
CFrY OF CARLSBAD
2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1161
D I N G ~.P'E* R,'M I T 4" Permit* No: C--B'9 0 0 5 5 -3 B U I L
0/~9 0 '10: 40 12/1 P t No: ;~~000654 r,03ec
' ' Page 1, of 1 Deve 1 6pffien t No
Job'Aadress:..2.070.,GAYLE.,WY Str -Fl: Ste:
'Permit Type: RESIDENTAL ADD/ALT. (UNDR $16K) 9770 12/10/90 0001 '01
r
~'-o
P -cel No:`205 -09-00 t—pp 25 ai MT '00 u 107,616 Val atip
construction Type-: NEW
Occupancy Group,:.k Class Code: Status:,ISSUiED
'Descripti~on:.-1314 ,SF~LIV. 19,5 SF-FDECK .,Applied:,04/04/90
Apr/ I s s ue,: 0'6;/ 01 ~~9 6
Validated -By.:-JPY
Appl/Ownr' :,-MAUDLIN, LYNN 438-2110
.1857 TULE CT -
CARLSBAD,CA 92009
OWNER EHLERS,.WAYNE ic. OWNER 4~3.4 - 6 4 11'
2070 GAYLE WY
9 2,6-() CARLSBAD
..Fees Reql4ired' Fees o.1-1-ec d & Cr'edits:
-------- ----------- --- ------------ 7
Fees: 1 2 0-0".. 0 0
Adjustment's: 00 Total. Cred-i-ts .00 A
00 .
........ Total Fees: 1'~, .210 0 010 T _a.]~,Yayme~- s: 1,175
a'
25.00, -
t ee description ni - oJhl F s Ext fee. .-Dat~t.
A
~F e
---------------------- — ------ ------ ----------------
Butlding,'Permit'' 668.00
Plan~'Ch6ck 434.00
Strong.Motion Fee .8. 0.0
*-.BUILDING TbTAL' 1,110.00.
ee.,ft(X0Cq0 a I to 'Enter "Y" -for Plumbi~~g Is-zue 7. -Y.,-
Each Pl-umbing.Fixture 6xl,"Tra > .50. 7:5 0
-*,PLUMB'ING TOTAL 15. 00
Enter "Y" for Electl~_ic su e e~ 5.00 Y-
> 0 ~(;, 25 Sin4le Phase Per ~AMP
Other'. > 10.0 10'.00-REMODEL.
ELECTRICAL'TdTAL--($10 Minimum) 40.00
Enter 'Y' for M&chanical' Issue Fee> Y
.Ins,tall--Furn/Ducts 1-0,0 9.100' 9.00"
~Ea6h,`Install/Reloc Appiianc~_'V'ent > 1.60 4,.1 ~ 0 4.50
Each Hood/Fireplace > 11.00 6.. 50 6. 50
MECHANICAL TOTAL .35*.00 ,
009 9 66--0-5
CrrY OF CARLSBAD zt,
2075 Las ~Palmas'Dr., Carlsbad CA 92009,(619)'.438-1161
PERMIT APPLICATION
City of Carlsbad Building Department
'2075 Las Palmas Dr., Carlsbad, CA,92009.(619) 438-1161
1. , PERMIT TYPE
A - 0 COMMERCIAL LJNEW [-]TENANT IMPROVEMENT
B '- n INDUSTRIAL ONEW 'OT ENANT IMPROVEMENT
C - 'DirIRES I DENT I AL OAPARTMENT E]CONDO . XS INGLE FAMILY DW ELLING XADDITION/ALTERATION
El DUPLEX []DEMOLITION [:)RELOCATION OMOSILE HOME 0 ELECTRICAL 0 PLUMBING
OMECHANICAL -! OPOOL []SPA ORETAINING WALL., []SOLAR, OOTIER_W__T__~~
EST. VAL CrIl /0
PLAN'CK DEMSIT
VALID. BY
DATE 4/~:
4572 04/04/,90 0001 01. 02
7 C—PRMT 391J.00-
Address -11 PN-7r I f_—_A-T I J~- VAJG,-T— Buitding or suite No. I I
Nearest Cross Streets
LEGAL DESCRIPTION Lot No Subdivision Name/Number Unit No.- Phase
CHECK BELOW IF SUBMITTED:
0 2 Energy Cates 02 Stru~turat CaLcs ' O~ soils Report I Addressed Envelope
ASSESSOR'S PARCEL EXISTING USE !DF6. - PiOPOSED USE
DEA6
N.Ur Wf4,,
1 0
M t
"t1t*i
pq6t,4
I 4tm'- IS14 S;:r
BLDG. SO. FTG. # OF STORIES S_
1 9. W
ADDRESS] TULE, CWM'
CIM09 . .
STATE Ck ZIP 'CODE DAY TELEPHONE
EJ AGENT FOR CONTRACTOR 2rQWN'E R OAGENT FOR OWNER
i
~ i
,
ADDRESS I-010 C_*YLE Wky
STATE CA— Zl~ C E DAY TELEPHONE Az+_
OWNER OLESSEE EJTENANT
ADDRESS
STATE ZIP CODE DAY TELEPHONE
ADDRESS
.1. .-CONTACT PERS N
NAME
CITY fl,
SIGNATURE * LIP--
N.
4: 'AP%JCANT T.RALIOR
NAME to ig rt L--!:- FS
C I TY
5.,,.PROPERTY OWNER.
NAME
CITY
CONTRACTOR
NAME
CITY STATE! ZIP CODE DAY TELEPHONE
STATE LIC. # LICENSE CLASS CITY BUSIN SS LIC.*#
SIGNATURE TITLE DATE
DESIGNER NAME Df N 14 V WAUM10 ADDRESS
STATE ZIP CODE DAY TELEPHONE STATE LIC. #C INSM CITY
WORKERS' COMPENSATION
Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to set f- insure, issued by the Director of Industrial. Relations,
or a certificate of Workers- Compensation insurance by.an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the
insurer thereof filed with the Building Inspection Department (section 3800, Lab. C).
INSURANCE COMPANY POLICY NO. EXPIRATION 6ATE
certificate of Exemption: 1-certify,that in the performance of the work for.,,which this permit is issued, I shatt.not employ any person in any manner
.,so as to become subjict to the Workers' Compensation Laws of California. jr
SIGNATURE DATE
OWNER-BUILDER DECLARATION
Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor-s License Law for the following reason:
I as owner of the property or -my employees with-wages as'their sole compensation, -will do the work and the structure is noi.intended or offered for sale
(
Sec. 7044, Business and Professions Code: The Contractor's License Law does not appty.to an owner 6f property who builds or improves thereon,, and who
does such work himself or through his own employees,' provided that such improvements are not intended or offered for sate. If, however, the buitdiAg
-builder will have the burden of proving that he did not build or improve for the purpose or improvement is sold within one year of completion, the 6wner
of sale.).
( 1, as owner of the prop&ty, am exclusively contracting with lic~nsed
-
contractors to construct the project (Sec. 7044,' Busipess and Professions Code:
The Contractor's License-Law does not apply to an owneir -of property who buitds or . improves thereon, and contracts for such projects with ~ontractor(s)
licensed pur suant to the Contractor Is License L aw).
I am exempt under Section' Business and Professions Code for this reason:
(Sec. 7031.5 Business and Professions Code: Any Citj or County which requires a permit to construct, atter, improve,.demotish, or repair any structure,
prior to its' issuance, also requires the applicant for such permit' to file a signed statement that he is licensed pursuant to the provisions of the
Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of.the Business and Professions Code) or that he is exempt therefrom,
and the basis for th~ atCeged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects tl~e applicant to a civil penalty of not
more than,five hundred-dottars [$5001).
,SIGNATURE DATE
COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY:
is t~e a*ppLicant 'or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention'
programyrider Secti.ons 25505, 25533 or 25534 of the Prestey-Tanner Hazardous Substance Account Act?
0 YES NO
Is the applicant or future building occupant re;4uired to,obtain a permit from the air pollution control district or air quality management district?
C
El YES ONO
Is the fac.itity to*be constructed within 1;000 feet of the outer boundary of a school site?
OYES E]NO
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY KAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET, OR IS MEETING THE REQUIREMENTS
.OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
CONSTRUCTION LENDING AGENCY
I . hereby affirm that there is a,construction tending.a6ency for the performance'of the work for which this perm
. it is issued (Sec 30970) Civil Code).
'ADDRESS LENDER-S NAME, LENDER-S
,-10. APPLICANT'S SIGNATURE
I certify that IL have read the application and state that the above, informatio~ is correct- I agree to comply with all City,ordinances and State laws relating
to buitcling,construction. I hereb~, authorize representatives-of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO
AGREE TO SAVE INDEMNIFY AND KEEP HARMLESSPTHE CITY~OF CARLSBAD . 'AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH KAY IN ANY WAY ACCRUE AGAINST SAID
CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT..,
Expiration. Every,permit issued by the Building Official under~.the provisions of this Code shall expire by limitation and become null and void if the building
or work 'authorized by such permit is not commenced,wi thin 180 days from the date of such permit or if the building or work authorized by such permit is suspended
or abandoned at any time'afiVr the' work is commenced for a period of~180 days'(Section 303(d) Uniform Building Code).k.
X
APPL
ie HER 0 CONTRACTOR BY P HONE APPROVED BY:
(I,—,% DATE:
WHITE:'File YELLOW: Applicant PINK: Finance
CITY OF CARLSBAD
INSPECTION REQUEST
PERMIT# CB900553' FOR'03/17/92 INSPECTOR AREA PD.,.
DESCRI,PTION,: 1314, SF LIV. 195 SF.DECK PLANCK# CB900553'
OCC GRP
)TYPE: RAD CONSTR.-!fYPE NEW'".
J'OB'ADbRES9: '207b GAYLE,WY STR: FL: STE:
APPLICANT:, MAUDLIN,, LYNN- PHONE: 438-2110
CONTRACTOR: & PHONE:
.OWNER: E~LERS, WAYNE PHONE: 434- 1
REMARKS:.MH/434-6411 INSPECTO
SPECIAL -INSTRUCT.:
TOTAL TIME:
LV,L DESCRIPTION ACT COMMENTS
19 ST Final'Structural
29 PL'.Final Plumbing 9'
..39 EL Final Electrical
49 ME Final Mechanical,
INSPECTION HISTORY
DATE DESCRIPTION ACT INSP.' COMMENTS
052191 Shower**Pan/Roman Tubs AP PD
041791' InteriorLath/Drywall AP PD
011891 Exterior Lath/Drywall AP PD
'011591 Fir6place/Chi.mney AP PD
122'890'!'Frame/Steel/Bolting/Weldi,ng'- AP PD
1228§6 Insulation AP PD
.121090, Rough Electric PA PD
112990 'Frame/Steel/Bolting/Welding CO PD
112990 Rough/Topout CO PD
112990, Rough Electric . CO PD
06~190. Ftg/Foundation/Piers' AP PK
062090 Ftg/Founda:tion/Piers AP PK WITH ENG APPL
061990 Ftg/Foundation/Piers. CO PD SEE NOTE -.
Ftg/Foundation/Piers,, CO PD NO ONE THERE, NO PLANS
061390' Ftg/Foundation/Pi4Eirs- CO PD NO PLANS
11/12/91 INSPECTION HISTORY LISTING
FOR PERMIT# CB900553
DATE INSPECTI=TYPE. INSP ACT COMMENTS
-95/21/91 Sh
-
ower Pan/Roman'Tubs' RI, RI MH/WXYNE/434-6411.
05/21/91 Shower Pan/Roman Tubs PD AP
04/17/91 , Interior Latfi/brywall RI RI MH/434-6411
~04/17/91' '.Interior Lath/Drywall PD AP
,,01/18/91 Exterior Lath/Dr ywall RI RI MH/434-6411
_:'01/18/91, Exterior Lath/Drywall PD AP
;01/15/91 Fireplace/Chimney RI RI MH
_01/15/91.-~Fireplace/Chimney PD AP
12/28/90.-."*Frame/Steel/Boltihg/Wel RI RI MH/EHLERS
12/28/90 Frame/Steel/Bolting/Wel ~PD' AP
1~/28/90 Insulation RI RI MH/EHLERS
-.12/28/90 Insulation PD AP
12/10/90 Rough.Electric RI' RI MH/434-6411
12/16/90 Rough,Electric PD PA
.1..1/29/90- Frame/Steel/Boliling/Wel RI RI' MH/ALERS/434L6411
11/29/90 Fiame/.Steel/Bolting/W61 PD CO
11/29/90" Rouqh/Topout -RI RI MH/ALERS/434-6411
11/29/90 ' Rough/Topout PD CO
11/2;9,190.t Rough Electric RI RI MH/ALERS/4-34-6411
--11/29/90 Rough,Ele6tric PD .-CO
~06/21/~O" Ftg/Foundation/Piers ~'RI RI Ti/MH/434-6411
.06/21/90,- Ftg/Foundati6n/Piers PK AP
-~06/20/90 Ftg/Foundation/Piers. RI RI T3/MH/SHERYL/434-6411
06/20/90, Ftg/Foundation/Piers PK AP. WITH ENG APPL
-06/19/90'- Ftg/Foundation/Piers, RI- RI Tl/qMW/SHERYL/,434L6411
oi~/19/90 F.tg/Foundation/Piers PD CO SEE NOTE
06/19/90 Steel/Bond Beam- RI RI Tl/CMW/SHERYL/434-.6411'
06/15/90 - Ftg/Foundation/Piers- RI RI -RES/CMW/WAYNE
-'06/15/90 Ftg/Foundation/Piers PD' -CO NO ONE THERE, NO PLANS
0.6/14/90- Ftg/Foundation/Pierd' RI RI T3/MH/434-*6411
06/14/90 -', Ftg/Foundation/Piers 'RI RI T2/CMW/SHERYL/434-6411
.06/14/90 .,'Ftg/Foundation/Plers .,AI- RI T2/CMW/SHERYL/434-6411
-06/13/90 Ftg/Foundation/Piers- RI RI T3/MH/434-6411
06/13/96-, Ftg/Foundation/Piers.- PD CO NO PLANS
4 14 4..
-HIT'<RETURN> TO,CONTINUE..'.
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA'92123
(619) 560-1468
DATE: 3_4 0 Au A P P;J-CANZ_
~W~I DICTIO~:) JURISDICTION: (,4.rc L. S b AD LiPLAN CHECKER
EIFILE COPY
PLAW CHECK'NO: 70 - 5-5 SET: -1UP& -3
E.DESIGNER
PROJECT ADDRESS: Z 6 A
PROJECT NAME: 4?
The plans ~ransmitted herewith have been~'corrected where
-necessary and substantially comply with the-jurisdiction's
buil*ding .codes.
The plans transmitted herewith will substantially comply
with the jurisdiction's building code.s'when minor deficien-
cies identified , are resolved and
checked by building department staff.
The plans transmitted herewi
-
th have significant-deficien'cies
identified on the enclosed check list and should be corrected
and resubmitted .for a complete recheck..
The check list transmitted herewith is for your i nformati tion., r I The plans are being held at Esg.il Corp. until corrected
plans are submitted.for recheck.
F~ Th-e applicant's copy of the check'list is enclosed for the
.,jurisdiction to return to.th-e 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.
Esgil- staff did advise -applicant thatthe plan check has
been.6omp'l'eted. Person contacted:
Date contacted- Telephone
REMARKS:
By:. Enclosures.- CORPORATION
GA'~ DAA El VW nbM
ESGIL -CORPORATION -
9320 CHESAPEAKE DR., SUITE .208
SAN DIEGO, CA 92123
.(619) 560-1468 -
bATE:_ syvl 0 ZPPLICANT
URISDICTION JURISDICTION: C-44L-% []PLAN.CHECKER
E]FILE COPY.
PLAN CHECK,NO: S-~~ SET: f--JUPS
E]DESIGNER
PROJECT ADDRESS- 6A,Lk 4-4-1
~~,PROJECT NAME:' AqP /T
1 The plans transmitted heriRwith have been correct'ed-where
1 neces-s-ary and .substantially comply with thejurisdiction's
building codes.
The plans transmitted herewith will substantially comply
w,ith the jurisdiction's building codes when minor deflicien-
cies identified are resolved and
checked by building department staff.
The' plans transmitted herewith have significant deficiencies
identified on the.encl'osed check list and should be corrected
and resubmitted for a -comple*te recheck.
The check list transmitted herewith is.for your information.
The plans are.:being-held at Esgil Corp-. until corrected
plans are 'submitted for recheck.
The applicant's 6opy of the check list is enclosed for -the
to return to the applicant'contact person. jurisdiction-'
N -The applibaht's ,"copy of the check list has been'sent to:
-7 -Fu L fz- 'c- T-
Ap CA .5,_L008`, CAkc_c,
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:
Date contacted- Telephone
REMARKS:
By.: 1-ti C ffe-le- Enclosures:
ESGIL CORPORATION ,
0 GA. - 1-1 AA '. El VW C)DM
JURISDICTION: LS ~s/jo Date plans received by plan checker:_ Y//L3
/Z PLAN CHECK NO.: 92 3 Date plan recheck completed: By: T' f7,$C If-fP
PROJE'CT'ADDRESS: 0-70 rL (t
~TO: L t, Ai
RECHECK PLAN CORRECTION SHEET
FOREWORD: PLEASE READ
Plan check IS limited to technical requirements contained in the Uniform Building Code, Unifo 'rm
Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy
conservation, noise attenuation and disabled access. 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 shown below need clariiication,"modification or change. All items have to be satisfie*d
before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), of
the Uniform Building Code, the approval of the plans does not permit* the violation of any staie,
county or city law.
~A. PLANS The following items have not been resolved
from previous plan reviews. The original
Please make all corrections on the original correction number has been given for-your
tracings and submit two new.sets of-prints, reference. In-case you did not keep a copy
~and any original plan sets thAt may have been of the prior correction -list, we have
..returned to you by the jurisdiction, to: enclosed those pages containing the still
outstanding corrections. -Please contact me
if you have any questions regarding these
6 t C C_ 0/,? 6/Z~ C,4X " A40 items.
t3 1-0 C -DLP 7-
Please indicate, here if any changes have
been made to the plans that are not a result
To , facilitate rechecking, please identify, of corrections from this list. If there are
next to each item, the sheet of -the plans other changes, please briefly describe them
upon which each correction on this sheet has and where they are.located on the plans.
been made and return this check sheet with
the revised plans. Have ch~nges been made to the plans not
resulting from this correction list? Please
check.
Yes No
A T-1 -A-C HI .9 0ye 6 A-c- C' kf_~r C 7) o'ys
cy -/I OW A-L r-0 /-L 6-00 k R A/ ~A 7- oi L,.S 7-
C C)A' C'el 71
7_-0rCA-5E _S f f C-4 A-( IPV3,0-6 7) a-~J F-Vir-, /1"C'M-uk 1^J _N -r*( C 4 -7) C-U
Zoo 1~gm f-Al T-( Aj 6 7*
T,
Form No. RPCS.41290
/Exierior walls closer than 3 feet to a property
.1ine shall have 30 inch parapets when the floor
area per floor exceeds 1,000 square feet.
Section 1709. -
Projections, including eaves, may not extend
more than 12 inches into the 3 foot-setback
-.from the property line. Section 1710.
- Eaves over .,required windows- shall be not less
than 30 inches from the side and.rear pFoperty lines. Section 504.
plastic skylights shall not be'installe'd within
that -portion of a roof located within .-a distance to property line where openings in
exterior walls are prohibited or required to be
protected. Section 5207*(a) 7.'
"Projections, 'including eaves,. shall be one-
hour fire-resistive construction, heavy timber
or of noncombustible material if they project
into the 3' setback area from the property
line. Section 1710.
Show location of permanently wired smoke
.detector:
Centrally located in corridor or area
giving access to sleeping rooms.
On each story-
C. In the basement.
d. When sleeping rooms are upstairs, at the
upper level in close proximity -to the stair.
e., In rooms adjacent to hallways serving. bedrooms, when such rooms have a ceiling
height 24 inches or more above the ceiling
height in the hallway.
NOTE: Detectors shall-sound an alarm audible in
all sleeping areas-of the unit. Section 1210
When the valuatio7n of aroom addition or repair
exceeds $1,000, or when sleeping rooms are
create~d, spoke -detectors shall be provided at
existing bedrooms per item 19 above. Section.,
-1210.
GENERAL 3ZESIDEN77AL REQUIREMENTS
Habitable rooms, other than kitchens, shall , -contain*at least 70 square feet of floor area.
At least one room shall have-not less than 120
square feet of floor area. Section 1207 (b).
Window ,area must,be at least 1/10 of the floor, area and a minimum of 10 square feet per
I Z 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).
/4. At least 1/2 of the.common wall must be open
and have an opening not less than 25 sq. ft.
.nor one tenth of the floor area of the
interior room if light and ventilation is
being supplied -from an adjacent'room; Section .1205 (a).
Required windows shall not open into a roofed
porch unless the ceiling height is at least 7 feet, the longer side is at least 65% open,
and the porch abuts a street, yard or court.
Section 1205 (a).
Provide mechanical ventilation capable of
providing five air changes per hour in
S, laundry W rooms if required openable
windows are not provided. Section 1205 (c).
Show-discharge point for exhaust air to be at
least 5 feet from any mechanical ventilating
intake. Section 1205(c).
Ductless fans cannot be-used in bathrooms if a
tub or shower is present. Section *1205(c).,
No habitable room, other than a kitchen, shall
be less than VO" in any dimension. Section
1207 (c).
~Show that ceilin g height for habitable rooms
is a minioum of V0. Section .12,07'(a)-
31. Show ceiling height for laundry rooms,
hallways, corridors, and bathrooms is a
minimum of 7'0". Section 1207 (a).
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 doors and glazing adjacent
;.to walking surfaces. Section 5406.
Glazing, in the same wall pip-ne as a door,
=.;st be sc-2sty g!__-L:L,1g f WZ_U:L,1 t~[, 0' the
door and less than 60 above the walking
surface, unless the glazing is leaded or
faceted glass.- Section 5406 (d) 6.
T
35. Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic
(including windows within 5 feet of -tub or.-7. shower floor). Section 54-0-6-(3T _5
t,J t NJO ULI I
Jf<~ T~ P_ A-7)+ ~,Us r 9 g- c-blu S 1,0
Jr S r-(V(- IND k- f ,/,0 V Ole te 2/12/90
16 ffT C (1Y oX
-5 A-i J2, 6,., IZ-1 -76ug,~ r Y
s
eng
eve-~sotl.,oun
oundatio'
cttd I
f n ra. r
0
ouundat/on ns
shall' dvis th
h
'~
t
~"rh bu if /di
at./
Ai. J
7 t
er recommended that he/she
ion e vation N6te on ya it' I p 1 an,~X t iorZ/~ o
t'
,the
tVg a Bui ingv pair ent in,,
so
XIO t~he soili /engineer
ui?din ffic n writing
properly
An occupancy separation is not required between
carport and residence, provided the carport is
%open on two or more sides and has no enclosed
uses above. Section 503 (a) Exception 3.
Show garage framing sections, size of header
over garage opening, lateral cross bracing at
plate line, method bracing garage front and
holddowns if required. Chapter 23.
NOTE: 'Maximum shear panel height-to-width
ratio is 3 1/2 to 1 for plywood. Table 25-1.
7/.~ Doors may open 'into the- garage only if the floor or landing in the garage is not more than
,.one inch,lower than the.-door threshold...-Section 3304 (i).
Provide an 18" raised platform for any FAU, water heater, or other device in the garage
which may generate a flame or, spark. UMC Section 508, UPC Section 1310 (a).
FOUNDATION REOUDREKENTS
PeZr epo not n plan- e solls
c 2s"E c af~ ot>IE66 is
an 9-te a-ri -abTe alue.
29
Tnnh, f 0 lumn ation pl does not co^"" y with'the soils report rec m.mendation or this project.
Please review the report- and modify design,
..notes and details as ' required to show
compliance:
~rovide notes on the foundation plan listing
the soils report recommendation for
----Loundp-tions-.--slab-znd-bui-14i-np--Dad DreT>aration.'
.'(81. Provide a -letter from the soils engini'elr
confirming that the Joundation plan, grading
plan and specifications have been reviewed and
that it has been determined * that the
,,r -commendations in the' soils report are
e properly—incorporated into the construction
documents (WM required by the.'soil report).
3. The 6~/Mdation excVvation's-_'comply with
the ent of the soils report".
Show height of all foundation walls. Chapter
23.
Show height of retained e.--rth on a117
foundation walls. Chapter 23.
If cut or fill slopes exist, show distance of
foundation to edge of cut or -fill sloples and
show steepness-and heights of cuts-and fills.,
Chapter 29.
Note on plans that wood shall be 6" minimum
above finish grade. Section 2907 (a).
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
I
. Yooti
.
nZ
ported* Stemwall Width Depth Thickness
.1 6" 1211 1211 611
2 811 1511 1811 711
3 1011 1811 2411 811..
*Foundations may support a roof in addition to the
floors. Where only a roof is supported, use
/foundation for one floor.
Show foundation sills to be pressure treated,
or equal. Section 2516 (c) 3.
~O Show foundation bolt size and spacing.
Se,~tion 2907 (f,'.
1119 ~,
Specify size, I.C.B.O. number and manufacturer
of 'power driven pins. Show edge and end
distances and spacing. Section 302 - (d).
K2. :Show that water heater is adequately braced to kf'3. For
'
room additions,.show that the glazing area resist seismic forcesv when not connected by of the addition does- not exceed 16% of the rigid pipe. URC Section 504(d). newly-conditioned floor 'area, plus glazing
removed or relocated -due to the addition. /3.,Show shower stall can accommodate a 3011 circle
land has a minimum floor area of 1,024*sq. in. Provide fluorescent, -general lighting in UPC 909 (d).. kitchen(s) per CAC, Title 24, 2-5352(J).
Provide clothes washer'hook-up for each unit. CARLSBAD S.F.D. & wPLEx suppmaw ~Title 24, Part 3.
Energy conservation design should be for Zone NOISE DMIATION (DUPLEM) 7.
Show details of duplex common (party) walls and 17C Floor drains. must have auto-prime (city. floor/ceiling assemblies to achieve a Sound
Transmission Class (STC)'rating in walls of 50 decibels.and an Impact -Insulation Class ,(IIC) ust—fans—~~~desstype~ it_ yr rating on*floor/ceiling of.50 decibels. or~cy Title 24. opolicy),
New residential units must be pre-plumbe4 for i Show how~penetratio'ns oi assemblies for piping,. future solar water heating. Note "two roof electrical devices, recessed cabinets, jacks must be installed" where the water : bathtubs, soffits, or heating ventilating, or heater is in the one story.,garage and directly exhaust ducts shall be sealed, lined, or below the most south 'facing roof (City insulated to maintain required, sound Ordinance No *. 8093). transmission rating.. Title.24
. Note 11two 3/4" copper pipes must be in
..
stalled Provide insulation' in walls and ceiling to to the most convenient future solar panel achieve SIC of 50 between garage and living location when the water heater is not in a one area -if garage use is not controlled by story garage and is not directly below the resident. Title 24. most south facing roof. (City Ordinance No'.
ENERGY CDNSERVATION .8093).
All piping'for present or -future solar water Provide plans, 'calculations and worksheets to heating must be insulated when in areas that show compliance with current energy standards. are not heated or cooled by mechanical means (city,policy). 9. The regulations require a properly completed.
and, properly signed - Form CF-IR to be either Incorporate ,the waterproofing details, on the imprinted on the plans, taped to the plans or attached Policy 80-8, where interior living ."sticky backed" on the plans; to allow the space occurs below grade at the masonry building inspector to -readily compare the wall(s). actual construction with the requirements 'of the approved energy design. fff~8 ~2~ 'Show on the Title Sheet on the plans, the
information required by the attached All energy items shown on the plans must be in Developmental Services Sheet 112383. agreement with the information shown on the
properly completed Form CF-1R.
I
All new residential buildings, including
additions, require a -soils report.. Please Specify on the building plans all of the submit two copies. Exception: If a room mandatory energy conservation requirements as addition is limited to one story and 1000 sq. listed on the enclosure titled, "Mandatory ft. in -area, then a soils report is not Energy Conservation Reouirsmentsl.'. rs_~ulred. Eseil Corpo_~at-.*cn will advise the
C-*z::,I,to place their soils notice sLamp on t~he IV12 Show the make, model and efficiency of the plans. space heating (or cooling) system and provide
IV2
Heavy timber framing, minimum 611 x 10" beam
heat loss calculations 'if the output exceeds I
and minimum 811 x 811 post, for the structural
45,000 BTU/Hr.
beam and column supporting the fire separation%
between the garage and- living area above, is
acceptable if shown on the plans,. (city
14A:5 policy).
9
zt~
DEVELOPMENTAL 1200 ELM AVENUE
~SERVICFS CARLSBAO. CA 920o&IM
'BUILDING D.EPARTMENT
citp ~0.f Cad5bab
THE INFORMAT1-ON LISTED BELOW MUST BE SHOWN ON THE TITLE -SHEET OFJHE PLANS
FOR ~OUR S-INGLE ~AMILY DWELLING
L al Descriptio egal Descrip
r
q rds
er
Circleany Planni.ng Con-mission or City Council Action oh this Property.:-
Zone Change, V,ariance, Conditional Use Permit,, Tract or Parcel Map,,
Planned Devdl'opment, Redevelopment Permit, Specific Plan, site
Development Plan'
2 PLAN CHECK NUMBER -7 'S >
cd.112383
BNL12-1 2 of 2 1
Cl i pped ceilings:- 'A clip~ed ceiling is a combination of a 'level
-and a sloped ceiling over the ceiling over a portion'of a room
remainder. The requirements for the sloped area are delineated in
Figure 4.
sloped area
(see Item 2)
Figure 4
Furred cei 11 n*qs: Furred ceilings are level -ceilings occurring at
more than one height. Furred ceilings require 7'6". minimum height in
at lea-st two-thirds (2/3) of the entire floor area of a room.- It
wi.11 be acceptable, however, to have -the ceiling furred down to a
point at which it would not ext,end.below any sloped ceiling line
complying with Item 2. In n* case shall the height of the furred 0
ceiling be less than,7'0".6bove the floor. See Figure 5.
Total Area
'4'=-1/3 Area max. furred area
r a V --- j
Figure 5
2 %4
B. Permitted encroachments A-nto required ceiling height:
1i Beams spaced.at.48" o.c. as'per.Section 1207(a) of the Code.
2. Light fixtures, smoke detectors and exit signs which are 'attached to
the ceili-ng surface shall maintain a minimum cle'arance.of .6 8' to the
floor.
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
.(619) 560-1468
1APPLICANT DATE: L
JURISDICTION: CARLSBAD [7j-PLAN CHECKER
fIFILE COPY
PLAN, CHECK NO: 7o - <~3 SET: []UPS
FDESIGNER .PROJECT ADDRESS: 2-076 6,q)LE
PROJECT NAME: E HLLe-s
The plans transmitted herewi th have been..corrected where
necessary and substantially comply with the jurisdiction's
building codes.
The Dlans tra"nsmitted herewith will substantially comply
with the jurisdiction's -building codes when minor def 3-cien-
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 comolete recheck.
The check list transmitted herewith is for your information.
The plans are being held at Esgil 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.'
ff).The applicant's copy of the check list has been sent to:
PK A UL>L P^J
TULF- C-T-
'5 -Loo,5
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:
Date contacted: Telephone
REMARKS:
B." y F1&(_44x_ Enclosures:. 47z-
CORPORATIOWr 415-~
AA' DM,~~,
PLAN CIEKK NO:'
JURISDIC3aON: _CM OF CARLSBAD
TO: L ~/y Ai
FOREWORD: PfXASX 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 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-
1988 UBC (eff. 1/1/90)
1988 UPC (eff. l/l/90)
1987 NEC (eff. 10/28/87).
PiO= ADDRESS:_ _L0_? C? g_ L"+-y 1988 - UMC (eff. l/l/90)
The aboll'~ regulations apply to residential,
construction, regardless of the code editions
FLOOR AREA: (9y adopted by ordinance.
STOP The circled items listed need - clarification,
modification or change. All *items have to be
IMGHT: iatisfied beforethe plans will be in conformance
with the cited codes and regulations. Per Sec.
mw=.; 303(c), 1988 Uniform Building Code, the approval of
the plans does not permit the violation of any'
state, county or city law..-
To speed up the recheck process, note on this list
(or a copy) where each correction item has been
PLAN CORRECTION SH KET addressed i.e., plan sheet. specification, etc. Be
OF CARLSBAD sure to enclose the marked uD list when vou submit
SINGLE FANnY AND DUPLEX DWELLDIGS the revised plans.
Date plans received by jurisdiction:
'Date.plans received by Esgil Corporation.,,
Date initial plan check completed:
ly By:,
Applicant.contact person:
elephone: Z_( 10
'41
N=. PAGE NMBERS ARE NOT IN SEWENCK -AS PAGES HAVIM]RO IMM REEDIM CORREMONS WERE DELEM.
List N6.'12~ Carlsbad Single.Family Welling and Duplex With All Supplements.-,(1988 UBC)
P
A7
PLANS
0 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:
Esgil Corporation, 9320 Chesapeake Drive,
Suite #208J. San Diego, California 92123,
(619) 560-1468.
2. 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.
All sheets of plans must be signed by the
person responsible for their preparation.
(California Business and Professions Code).
Plans, specifications and calculations shall be
signed by the California state licensed
engineer or architect responsible for their
preparation, for plans deviating from
conventional wood frame construction. Specify
expiration . date of license. (California
Business and-Professions Code).
- C t ("'i r-el-A-c S_ fi: TS
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(d)..
Provide a statement on the Title Sheet of the
plans that this project shall comply with Title
24 and'1988 UBC, UMC and UPC and'1987 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
fil 1 slopes. Show finish floor elevations and
show elevations of adjacent finish grade.
Show drainage patterns with minimum slopes.
Section 302(d).
Indicate distance from property lines to
proposed building. Section 302(d).
Show on the title sheet all structures, pools,
walls, etc. included under- this application.
Any portion of the project shown- on the site
plan that is not included with the building
permit application filed should be clearly
identified as "not included."
Clearly show if the lower level is a basement
or a story, based on the definitions in
Sections 403 and 420. Plot the finish grade
(as defined) on the' elevations and dimension
the distance to the floor above, for story
determination.
On the cover sheet of the plans, specify any
items requiring special inspection, by way of
the following:
REQUIRED SPECIAL INSTRUCTIONS
In addition to the regular inspections, the-
following checked items will also require
Special Inspection in accordance with Sec 306
of the Uniform Building Code.
ITEM REQ. IF REMARKS
CHECKED
SOILS COMPLIANCE
PRIOR TO
FOUNDATION INSP.
STRUCTURAL CONCRETE
OVER 2500 PSI
PRESTRESSED STEEL
FIELD WMLING
HIGH STRENGTH BOLTS
EXPANSION ANCHORS
SPECIAL MASONRY
SPRAYED ON FIRE-
PROOFING
PILES/CAISSONS
DESIGNER-SPECIFIED
Y= PRrrT_E=_-,.OX
.Exterior walls closer than 3 feet to property
lines shall be one-hour rated construction and
have no openings. Table 5-A.
12/11/89 2
-Z' 7,
0,
:t t
F_~terior walls closer than 3 feet to a property
line shall have 30 inch parapets when the floor
area per floor exceeds 1,000 square feet.
Section 1709.
Projeciions, including eaves, may not extend
more than 12 inches into the 3 foot setback from the property line. Section 1710..
Eaves over required windows shall be not less
than 30 inches from the side and rear property
.lines. Section 504.
Plastic skylights shall not be installed within
that portion of a roof located within a,
distance to property line where openings in
,exterior walls are prohibited or required to be
protected. Section 5207 (a) 7.
1~/`Projections, including eaves, shall be one-
hour fire-resistive construction, heavy timber
~r of noncombustible material if they project
into the 31 setback area from the property
line.. Section 1710.
Show location of ' permanently , wired smoke detector:
a., Centrally located in corridor or area
giving access to sleeping rooms.
b. On each story.
C. in the basement.
When sleeping rooms are upstairs, at the
upper level in close proximity to.the
stair.
In rooms adjacent to hallways serving
bedrooms, when* such rooms have a ceiling
height 24 inches or more above the ceiling
height in the hallway.
NOTE: Detectors shall sound an alarm audible in
all sleeping areas of the unit. Section 1210
When the valuation of a room addition or repair
exceeds $1,000, 'or when sleeping rooms are
created, smoke detectors shall be provided at
existing bedrooms per item 19 above. Section 1210.
GENERAL RESIDENTIAL REQUIREMEM
Habitable rooms, other than kitchens, shall
contain at least 70 square feet of floor area.
At least one rooin shall have not less than i20
square feet of floor area. Section 1207 (b).
Window area must be at least 1/10 of the floor 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).
/4. At least 1/2 of the common wall must be open
and have an opening not less than 25 sq. ft. nor one tenth of the floor area of the
interior room if light and ventilation is
being supplied from an adj~cent room. Section
1205 (a).
Required windows shall not open into. a roofed
porch unless the ceiling height is at least 7 feet, the longer side is at least 65% open, and the porch abuts a street, yard or court.
Section 1205 (a).
S Provide mechanical ventilation capable of
providing five air changes per hour in
s, laundry rooms 1 1 !1 — if required openable
windo are not provided. Section 1205 (c).
0 Show discharge point for exhaust air to-be~at
least 5 feet from any mechanical ventilating
intake. Section 1205(c)..
Ductless fans cannot be used in bathrooms if a
tub or shower is present. Section 1205(c).
No habitable room, other than a kitchen, shall
be less than 7 1 011 in any dimension. Section
1207 (c).
Show that ceiling height for habitable rooms
is a minimum of V0. Section 1207 (a).
Show ceiling height for laundry rooms,
hallways, corridors, and bathrooms is a
minimum of 7'0". Section 1207 (a).
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 doors and glazing adjacent
to walking surfaces. Section 5406.
Glazing, in the sa-we wall plane as a door,
=ust be sQafety glazing if wit~in 1211 of the door and less than 6011 above the walking
surface, unless the glazing is leaded or
faceted glass. Section 5406 (d) 6.
Glazing in shower and tub enclosures shall be'
tempered,. laminated or approved plastic
(including windows within 5 feet of tub or-
shower floor . Section 540~'(d) 5.
2/12/90
3
6. Sle~ping rooms shall have a window or exterior
, door for emergency exit. Sill height shall not
exceed 4411 above the floor. The window must
have an openable area of at least 5.7 sjuare feet with the minimum openable width 20, and the miftimum openable height 24". Section 1204.1
Basements in dwelling units shall comly with
the above (even if not designated as sleeping
rooms). Section 1204.
Walls an d floors separating units in a duplex
'shall be of one-hour fire-resistive
construction. Section 1202(b).
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
4211 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.
EXITS, STAIRWAYS, AND-RAILINGS
Floors above the second story shall have not
'lesithan 2 exits. Exceptions: 1. Occupied
roofs may have one exit if such occupied areas
are less than 500 -square feet and located no
higher than immediately above the second story.
2. When the third floor within a unit does not
exceed 500 sq. ft., only one exit need be
provided. Section 3303(a).
-Reauired exit doorways shall be not less than
36 in width and not less than 6 1 8" in height, and shall be capable of opening at least 90 degrees. Section 3304,(f).
Provide 3611 high protective railing for
porches, balconies, and open sides of stair
landings. Openings between railings .shall be less than 6".. Section 1711.
Show how guardrail connection 'details are.
adequate to support 20 pounds per lineal foot
at a right angle to the top rail., Table 23-B.
Provide stairway and landing details. Section
3306 (b), (c) and (p).
Maximum rise is 7" and minimum run is
11". When the stairs serves less than 10
occupants, or serves-an unoccupied roof,
rise may be 8" maximum and run 911
minimu .
Minimum headroom is 61-611. (per Title 24)
C. Minimum width is
X4~V All handrail's per Sectio n 3306 shall satisfy the following:
Provide handrail for stairways witli 4 or
more risers.
Handrail shall be 3411 above the nosing of
treads. (per Title 24)
C. The handgrip portion of handrail shall be
not less than 1 1/211, nor more than 2" in
cross-sectional dimension.
Every stairway landing shall have a dimension,
measured-in the direction of travel, at least
equal to the stairway width.. Such dimension
need not exceed 36 inches. Section 3306 (g),
3304 (j).
An interior door may open inward -at the' iop
step of a stairway provided the top step is
not more than 7 1/2" lower than the floor
level. Section 3304 (i).
Provide details of winding stairway complying
with Section 3306 (d):
a.. Minimum tread is 6 inches at any point
and minimum 9 inches at a point 12 inches
from where the treads are narrowest.
b. Maximum rise is 8 inches.
C. Minimum width is 36 inches.
q
-Provid4i spiral stairway details, per Section
a Minimum run is 7 1/2 inches measured at a
point 12 inches from where the treads are
the narrowest.
Maximum rise is 9 1/2 inches. Maximum
clear opening between risers is 6 inches.
c., Minimu headroom is 6 feet 6 inches
dI The tread must provide a clear walking
area measuring at least 26 inches from the
outer edge of the supporting column to the
inner edge of the handrail.
Spiral stairways may not be
*
used for required
exits when the area served is greater than 400
sq. ft. Section 3306 (f).
.5e. Provide I.C.B.O. Research Report and number for
metal stairway, or submit plans and
calculations and approved fabricator registered
with the building department or note that the
stairway fabrication plans shall be submitted
to and approved by the building official prior
to installation.
Exterior stairways shall not project into the 3
77 foot setback-from the property lines. Section
3306 (n).
54 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).
15~/6 Ty" & 6 n- " -,-,2
,Within units, show that corridors have a
minimum width of 36 inches. Section 3305 (b).
RWFING
5 Specify roof slope.
Roof 'slope is not adequate fort roof type
specified. . Table 32-B,C,D and E.
Specify roof material and application. Chapter _*32.
Co
-Specify I.C.B.O. or U.L. approval number for . roof materials not covered -n U B C e a tile, etc. Section 107.
Specify minimum 1/4 inch per foot roof slope
for drainage or design to support accumulated
water., Section 3207 (a) and Section 2305 (f).
Show roof drains and overflows. Section 3207.
Provide skylight details -to show compliance
with Sections 3401 and 5207 or provide
I.C.B.O. approval number.
'IX Plastic.skylights must be separated from each
other by at least 4 feet. Section 5207 (a) 6.
6 Show attic ventilation. Minizm- vent area is
1/150 of attic area or 1/300 of attic area if
at least 5094 of the required vent is at least
3 feet above eave -vents or cornice vents.
Show required area and area provided.
Section 3205 (C
(tv 0 1 CA- -11- e P_ -sp Ale fI+ 0~_ PLAA _S
HASONRY
Provide fireplace construction details or note
construction to be per attached fireplace
standard drawing. Chapter 37.
Show anchored veneer support and connections
attached to wood in Seismic Zones 3 and 4,~
comply with Section 3006 (d)l and.Section 2515,
(a). Show ties and 49 wire in horizontal
joints.
Show height and construction details of all
41- masonry walls. Chapter 24.
Show floor and roof connections to — onry
walls. 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 permittid.
Section 2310.
Show a minimum 211 air space and flashing
between planter and building.walls.
.Section 2516 (c) 7.,
GARAGE AND CARPORTS
70. Garage requires one-hour fire protection on
the garage side of walls and ceiling common to
the dwelling. Table 5-B, Section 503 (d).
71 All elements supporting floor above garage,
including walls supporting floor joists, must.-
have one-hour fire-resistive protection on the
garage side; Section 503 (b) 5HII—, P"MC77LD O,V L '( (_A-L(; A-0-16
Show 1 3/811 solid core self-closing door for
open'nes between garage and dwellL%S. Seat:.on
503 (d).
Garages are not permitted to open into a room,---..
used for sleeping purposes. Section 1104.
t
occupancy separation is not required between
carport and 'residence, provided the carport is
open on two or more sides and has no enclosed
uses above. Section 503 (a) Exception 3.
Show garage framing sections, size of header
over garage openingp lateral cross bracing at
plate line, method bracing garage front and holddowns if required. Chapter 23.
NOTE: Maximum shear panel height-to-width
ratio is 3 1/2 to 1 for plywood. Table 25-1.
7/. Doors may open into the garage only if the
floor or landing in the garage is not 'more than
one inch lower than the--door threshold...
Section 3304 (i).
Provide an 1811 raised platform for any FAU,'
water heater, or other -device in the garage
which may generate a flame or spark. UMC
Section 508, UPC Section 1310 (a).
FOUNDATION REOLTDUDGNM
78 Per soils report, note on the plan the soils
classification, whether or not the soil is
expansive and note the allowable bearing value.
LS1 Section 2905 (c).
C -
The foundation plan does not comply with the
soils report recommendations for this project.
:.Please review the report and modify design.,
notes and details as required to show
compliance:
191K Provide notes on the foundation plan listing
.the .. soils report recommendation for
'foundations, slab and building pad preparation.
Provide a letter from the soils engineer
confirming that the foundation plan, grading
plan and specifications have been reviewed and
that it has been determined that the
recommendations in the soils report are
properly incorporated into the construction
documents (mlift required by the soil report).
The soils engineer recommended that he/she
review the foundation excavations. Note on
the foundation plan timt "Prior to the
contractor requesting a Building Department
foundation inspection, the soils engineer
shall advise the building official in writing
that:
The building pad was prepared in
accordance with the soils report,
The utility trenches have been properly
backfilled and compacted, and
The foundation excavations comply with
the intent of the soils report".
Show height of all foundation.walls. Chapter
23.
~X Show height of retained earth on all
_ foundation walls. Chapter 23.
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.
,V. Note on plans that wood shall be 6" minimum
above finish grade. Section 2907 (a).
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 Footing
ported* Stemwall Width Depth Thickness
1 1 611 1211 1211 611
2 81" 1511 1811 7ft
3 1011 1811 2411 811
*Foundations may support a roof in addition to the
floors. Where only a roof is supported, use
foundation for one floor.
Show foundation sills to be pressure treated,
or equal. Section 2516 (c) 3.
Show foundation bolt size and spacing.
190 Section 2907 (f).
Specify size, I.C.B.O. number and manufacturer
of power driven pins. Show edge and end
distances and spacing. Section 302 (d).
'if required, show size, imbedment and location
of hold down anchors on foundation plan.
Section 302 (d).
If hold downs are required, note on plan that
hold down anchors must be tied in place prior
to foundation inspection. Section 305 (e) 1.
Show adequate footings under all bearing walls
and shear walls. Section 2907 (b).
Show on the plans stepped footings for slopes
steeper than 1:10. Section 2907 (c).
Show minimum 18" clearance from grade to bottom
of floor joists and minimum 1211 clearance to
bottom of girders. Section 2516 (c) 2.
Show pier size, spacing and depth into
undisturbed soil. Table 29-A.
.Show minimum underfloor access of 1811 x 24".
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) 6. *
FRAMIM
Show-wall bracing. Every exterior wood stud
wall and main cross-stud partition shall be
braced at each end at least every 25 feet of
length with 1 x 4 diagonal let-in braces or
equivalent. Section 2517 (g) 3, Table 25-V.
In 2-story buildings, shear panels at the first
story (at least 48 inches in width) shall be
located at each end or as near thereto as
possible 'and comprise at least 25 percent of
the linear length of the wall, or provide
design. Section 2517(g)3, Table 25-V.
7_~Note cross bridging or blocking. Floor joi sts
and rafters 1211 or more in depth shall be -suppbrted laterally by bridging at intervals
not exceeding 8 feet, unless both edges are
held inline. Sec. 2506 (h), 2517 (d) 6.
/3. Show blocking at ends and at supports of floor
joists, rafters and trusses at -exterior walls.
Section 2517 (d) 3, 2517 (h) 6.
.1/0 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) S.
Show rafter ties. Rafter ties shall be spaced
not more than 4 feet on center and be just
above the ceiling joists, wher6 rafters and
ceiling joists are not parallel. Section 2517
(h) 4.
Show rafter purlin braces to be not less than
45 degrees to the horizontal.
Section 2517 (h) 5.
fl
,117 Show double top plate with minimum 4811 lap
splice. Section 2517 (g) 2.
Show nailing will be in compliance with Table
25-Q.
7
1 Show or note fire stops at the following
1 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 a 1 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 inline
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.
In duplexes, draft stops shall be' provided in
floor-ceiling' assemblies and attics in line
with walls separating units and separating
units from common areas.
Show stud size and spacing. Maximum allowable
stud heights: Bearing wall: 2 x4 and 2 x, 6
max. 10'; Non-bearing: 2 x 4 max. 141 , 2 x 6
max. 20'. Table 25-R-3.
V St-ids supporting two floors, a roof and
ceiling must be 3 x. 4 or 2 x 6 at 1611 o.c.
Table 25-R-3.
Note on A.I.T.C. Certificate of Compliance for
glued laminated wood members shall be given to
the building inspector prior to installation.
Section 2505.
2/12/90. 7
9/
Detail all post-to-beam and post-to-footing 1~~. Columns and posts located on concrete or .connections and reference the detail to the masonry floors or decks exposed to the weather plan. Section 2516 (m). or to water splash or in basements and which
support permanent structures shall be Detail shear transfer connections, including supported by concrete piers or metal pedestals roof and floor diaphragms,. to shear walls. projecting above floors unless approved wood 'Section 2513. of natural resistance to decay or treated wood
is used. Section 2516 (c) 4.
XPI
Specify nail size and spacing for all shear
walls, floor and roof diaphragms. Indicate 1 Individual concrete or masonry 'piers shall required blocking. Maintain maximum diaphragm project at least 8 inches above exposed ground dimension ratios. [Tables 25 1, J, K and unless the columns or posts which they support Section 4714 (d)]. are of approved wood of natural resistance to
decay or treated wood is used.
Provide tru~s details and truss calculations Section 2516 (c) 4. for this project. Specify truss.identification
numbers on the-plans. Show location of attic access with minimum
Osize
'~8. Show 1/2" minimum clearance between top plate
2211 x 30". Section 3205.
of interior partitions and bottom chord of Show draft separation for attic areas between trusses. (To ensure loading will. be as units in a duplex. Section 2516 (f),. designed).
Specify plywood and/or particle board
9. Provide roof framing plan and fl'oor framing thickness, grade and panel identification plan. Section 302 (d). index. Table 25-S.
0 4 Provide.framing sections through When roof pitch is less than 3:12, design
ridge as a beam. Section 2517 (h).
If foundation cripple wall studs are less than
1411 high,.framing shall be solid blocking,.or Section 302 (d). sheathed with plywood. Section 2517 (g) 4.
Specify all header sizes for opening over 41 3- Cripple wall studs exceeding 4 feet in height wide. Section 2517 (g) 5. shall be 3 inch by 4 inch or 2 inches by 6
inches when sup orting 2 stories.
~Zl
Provide calculations for main vertical and Section 2517 (g~ 4. horizontal framing members and post footings.
Section 302 (b). Show plywood sheathing over exposed eaves, or
:;Z3. Provide calculations for lateral loads, shear
other weather exposed areas, is "bonded with
exterior glue." Plywood used for exterior. panels, shear transfer and related. Section wall covering shall be the exterior type. 302 (b). Section 2516 (i), 2516(g)3.
/
.
14- In Seismic Zones 3 and 4, the allowable shear Detail truss layout for 30" x 3011 attic wall values for drywall in Table 47-1 must be access, if required for equipment in the reduced 50 percent when considering earthquake attic. loads. This does not apply to wind loads.
Footnote 1.
1
Ridges, hips, and valleys shall be at least '1~ one size larger than supported rafters.
"X.
Show on the plans all structural requirements Section 2517 (h) 3. developed in the structural -calculations.
Section 302 (d). (See comments below or al — corsz-~:tion, provide strap ties In open b as
-across end.) - the beans at the ridge support.
Section 2501 (b).
MECHANICAL (UNEFM MAKICAL CODEJ
All heating, ventilating, and cooling systems and
appliances shall comply with the Uniform Mechanical
Code.
show the size, location and type of all heating
and cooling appliances or systems.
Show source of combustion air to furnace, per
Chapter 6, UMC.
1
Every. dwelling unit shall be provided'with
heating facilities capable of maintaining a
room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show
ba,sis.for compliance. UBC, Sec. 1212.
show minimum 30" deep unobstr
"
ucted working
space in front of furnace. Section 505~ UMC.
i4~ 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.
3. Show I.C.B.O. approval number for prefab
fireplace. Show height of chimney above roof
per I.C.B.O. approval or Table 37-B.
FC19- C ~h - i r 7yz. -,LS / J j
il Show access to the attic containing equipment
to be minimum. 30 inches by 30 inches. The
opening may be 22 inches by 30 inches if the
equipment can be removed-through such opening.
Section 708 UMC.
where equipment is installed in the attic, the
distance from the attic access to such
equipment shall not exceed 20 feet.
i Note that passageway to the attic furnace shall
be unobstructed and have continuous solid
flooring not less than 24 inches wide.
Section 708 UMC.
iX Show permanent electrical outlet and lighting
ifixture controlled by a switch for the*attic
furnace. Section 708 UIMC.
Show details to comply with Section 709 for
furnace under the floor, or Section 710 for roof,or outside furnace.
9 Note on plan: Gas v~ents and non-combustible ) piping,- in walls, passing through 'ihiee f loors
or less shall be effectively draft stopped at
each floor or ceiling.
UBC,'Section 1706 (a) 6.
Provide dryer vent to outside. UMC, Section 19,03.
~~~Wq PZ" Ca (OFA OR.M."
All wiring shall comply with the National
Electrical Code.
Show on the plan the amperage of the
electrical service, W.
perretm- If service is over 200 amps, submit
ingle line diagram' panel schedule and load
'
s
calculations.
I Show location of all electrical receptacles.
I Electrical receptacle locations and/or spacing
is.not adequate in
Show at least one convenience outlet other
than outlets for laundryi-, etc., outdoors, in
garages and basements. NEC, Art. 210-52.
Note convenience outlets,in bathrooms, kitchen
counter top(s) within 6 feet of the kitchen
sink, outdoors, and in garages and basements
(other than for laundry and similar equipment)'
shall be GFI protected. NEC, Art. 210-8.
Note electrical system ground to.be provided
per NEC, Art. 250-81.
MIMING. (UNIFORM PLUMBIM CODE)
Show water heater size type and location on
plans. UPC, Section 1301.
1/8. Show source for providing combustion air to
fuel burning water heater. If wall openings
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.
Fuel combustion water heater shall not be
installed in 'bath or bedroom or in a closet
opening into bath or bedroom. UPC, Section
1309*
0_ Provide -adequate barrier to protect water
heater from vehicle damage. An-18" platform
for the water heater does not satisfy this
requirement. UPC, Section 1310.
Show T and P valve on ater heater, and -show
route of discharge line wto exterior.
UPC, Section 1007 (e).
1/19/90 9
K2
~how that -waterheater is adequately braced to For room additions, show that the glazing area resist seismic*- forces, when not connected by. of the addition does not exceed 16% of the rigid pipe. UMC Section 504(d). newly-conditioned floor area, plus glazing'
X3. Show show'er stall can accommodate a 3011 circle
re moved or relocated . due to the addition.
and has a minimum floor area of 1,024 sq. in.
1 , Provide fluorescent general lighting in UPC 909 (d). kitchen(s) per CAC, Title 24, 2-5352(J):
Provide clothes washer hook-up for each uniti. CARLSBAD S.F.D. & DUPLEX SUPPLEMENT Title 24, Part 3.
Energy conservation' design should be for Zone' NOISE DMIAfION (DUPLECES) 7.
Show details of'duplex common-(party) walls and floor/ceiling assemblies to achieve a Sound
374. 7 Floor drains must have 'auto-prime (city
policy). Transmission Class (STC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) Note exhaust fans cannot be ductless type rating on floor/ceiling of 50 decibels. (city policy). Title 24.'
Show how penetrations of assemblies for piping, New residential units must be pre-plumbed for-
future solar water heating. . Note "two roof electrical devices, recessed cabinets, jacks must be installed" where the water bathtubs, soffits, or heating ventilating, or is in the one story garage and directly, 'heater exhaust ducts shall be- sealed, lined, or below the most south facing roof (City insulated to maintain required sound Ordinance No. 8093). transmission rating. Title 24.
I
Provide insulation in walls and ceiling to 9-
Note "two 3/411 copper pipes must be installed
to the most convenient future solar panel achieve STC of 50 between garage and living location when the water heater is not in a one
-age 'area - if garuse is not controlled by story garage and is not directly below the. ~resident. Title 24. most south facing roof. (City Ordinance No_
8093). EMZGY C6NSERVATION
1 Provide plans - calculations and.worksheets to Y
All piping for present or future solar water,
heating must be insulated when in areas that -show compliance with current energy standards. are not heated or cooled by mechanical means
(city policy).
9
The re~gulations .-require a properly completed and , properly signed Form CF-1R to be either Incorporate the waterproofing details, on the
I
rinted on the'plansp taped to the plans or -attached Policy 80-8, where interior living 'plans, icky backed" on the to allow'the space occurs below grade at the masonry ,,building inspector to readily compare the wall(,$). actual construction with the requirements of
.the approved energy design. Show on the Title Sheet on the plans, the
" information required by the attached-! 170 All energy items shown on the pla~s must be in Developmental Services Sheet 112383_ agreement with the information shown on the
All new residential buildings, including
'0
properly . completed Form CF-3. R.
Specify on the building plans all of the
/~A mandatory energy conservation requirements as
additions, require a soils report. Please
submit two copies. Exception: If a room
addition is limited to one story and 1000 sq.
(17
listed'.on the enclosure titled, "Mandatory ft. in area, then a soils report is not Energy Conservation Recuirements". reouired. Eseil Corporation will advise the
2. Show the- make, model and efficiency of the
City to place ~Iieir soils notice stamp on the'
plans. space heating (or cooling) system and provide
heat loss calculations if the output exceeds 1~. Heavy timber framing, minimum 611 x. 1011 beam 45,000 BTU/Hr. and minimum 8" x 8" post, f or the structural
beam and column supporting the fire separation -
between the garage and living area above, is
acceptable if shown on the plans. (city
C-A-L-C S /)tf— r ~+V S M-ZXV N policy).
E-F-f- .73
2/26/90 10
13
/Ali structures require a Class B roof covering,
,except room additions. If a room addition ~-'covers all , of the existing building (2nd story
addition), then the above exception doesn't .-apply.
,~~Z6. City Ordinance 9792 requires two' parking
spaces/unit with clear area of 201x201 i i.e. no
washing machines, etc. Show compliance.
0 All chimneys attached to any appliance or
fireplace that burns solid fuel shall be
,equipped with an approved spark arrester. The
net free area of the spark arrester shall be
not less than four times the net free ara of
the outlet of the chimney. The spark arrester
screen shall have heat and corrosion resistance
equivalent to 12 gauge wire, 19 gauge
galvanized wire or 24 gauge stainless steel.
Openings shall - not permit the passage of
spheres having a diameter larger than 1/2-inch
and shall not block the passage of spheres
having a diameter of less than 3/8-inch.' .. -
MISCELLANEOUS
Please see additional corrections, or reno ks,
on the following page.
To speed up the recheck process, note on this
list (or a copy) where each correction item has
been addressed, i.e., plan sheet, note or
detail number, calculation page, etc.
(DO Please indicate here if any changes have been
. made to the plans that are not a result of
corrections from this list. If there are other ,
changes, please briefly~ describe them and where
they are located in the plans.,
Have changes been made to the plans not
resulting from this correction list? Please
check.
Yes No
The City of Ceixlsbad has contracted with.Esgil
Corporation located at 9320 Chesapeake Drive, Suite
208, San Diego, California 92123; telephone number
619/560-1468, to perform the plan check for.your
project~ If you have any questicns rega_rd:.ng these
plan check items, please contact
1-t'SC 14-.6 Z
at Esgil Corporation. If you have any questions
regarding City. Building permit procedures,,please
contact Carter Darnell at the City of Carlsbad, 2075
Las Palmas Dr., telephone 619/438-1161.
Thank you.
2/14/90, . ~rl
Enclosures:
2.
' 3.
ct pit 7~~ tzoor- oc-rr-A--,,v( AT
.0 C~-,F -5 ev 0 PALk, 7W A /Z 1,0 6f
I^j 71+E b_ 1 ,0 0 t_#, o x r.
6C "9 6,~, A- 6 ~, Az""C~ q
VA v (.~ 71-P C_p 6
_S P-C~ IP c,5 -T S A,01~:t_ INC
7W X eS _P - 6, X4A-C 6-44 ir-ooX~4-
IL C-A/Z:5-7 IE CAL
1,1V 5; h-uA,, fL, u AP_
~~,e C,4 I. C
C_ 7"yz_ 5: Af 07-1
Vi # -j A-0 12 vif F A&
i CE -5 S Ae Y
L ( ~Vk /_0 6-- H-L Xe— ,, A-t ( -S
A-7- 7)4-p-, f-7,eJ7' t Al 0
U, U A/A
'r-0 0 -hv UrI1.0 k"t- ^jF_-j H-L4A1_
I AJ If' S C Z ;V07 "V_
DEVELOPMENTAL
SERVICES
BUILDING DEPARTA4ENT
1200 ELM AVENUE
CARLS11AD. CA 92008-19M
(517) 438-5625
Citp of Carl.5bab
THE INFORMATION LISTED BELOW MUST BE SHOWN ON THE T-ITLE SHEET OF THE PLANS
FOR YOUR S'INGLE FAMILY DWELLING
Legal Description
ards
er T. I w 11. w
Circle any Planning Commission or City Council Action on this Property:
Variance, Conditional Use Permit, Tract or Parcel Map, Zone Change,
Planned Development, Redevelopment Permit, Specific Plan, Site
Development Plan
PLAN CHECK NUMBER
cd 112383
Datet. Y./10 Jurisdicti'on (-ART-913AD
Trepared byt 0 Bldg. Dept.
VALUATION AND PLAN CHECK FEE jj Esgil
'PLAN CHECK NO. TO - 5
BUILDING ADDRESS Z070 CA 1,Lt t-,,4-~
APPLICANT/CONTACT PHONE NO.
BUILDING OCCUPANCY /E3 /.I DESIGNER PHONE
TYPE OF CONSTRUCTION -Z/-, CONTRACTOR PHONE
BUILDING PORTION BUILDING AREA VALUATION
MiULTIPLIER
VALUE
/n uj t-3 tl 6b 6-5 3S-L
175 10/
6 ~~3
Air Conditioninz
Commercial.
Residential
Res. or Comm.
Fire S-orinklers
Total Value. .10 -7
8 uildirid Permit Fee. $ 66?!5"
Plan Check Fee $
C.OMMENTS:
p,
SHEET OF 12/07-
BUILDING PLANCHECK
ENGINEERING CHECKLIST
ITEM COMPLETE DATE:
PLANCHECK NO.. ?0 --c63 ITEM INCOMPLETE
NEEDS YOUR ACTION
1 2 3 —707D GAYLE= WAY
S N R X ITEM SELECTED
D
C -C- C PROJECT ID: BYZ4eZ 2902770,J
H H H
E' ~E' -E LEGAL REQUIREMENTS
C C C
K K K Site Plan
.I. Provide a fully dimensioned site plan drawn to scale. Show:
north arrow, property lines, easements, existing and proposed
structures, streets, existing street improvements, right-of-
way width and dimensioned setbacks.
E/ [~/[7 Show'o n site plan: Finish floor elevations, pad elevations,
elevations of finish grade adjacent to building, existing
topographical lines, existing and proposed slopes, driveway
with percent (%) grade and drainage patterns.
El F-1 3. Provide legal description and Assessors Parcel Number.
Discretionary Appr6val Compliance
No Discretionary approvals were required.
Project complies with all Engineering Conditions of Approval
for Project No.
Project does not comply with the following Engineering
Conditions of Approval for Project No.
Conditions complied with by: Date:
F i el d Review
' Field review completed. No issues raised.
Field Review completed. The following issues or discrepancies
with the site plan were found:
Site lacks adequate public improvements.
Existing,drainage improvements not shown or"in conflict
with site%plan.
Site is served by overhead power lines.
Grading is required to access site, create pad or provide
for ultimate street improvement.
.FIRM001O.DH 08/29/89
E Site access visibility problems exist. Provide onsite ,
turnaround or engineered solution to problem.
F . Other:
4Dedication Requi~ements
9. No dedication required.
1-0. Dedication required. Please have a registered Civil Engineer
or Land Surveyor prepare the appropriate legal description
together with an 8k" x 11" plat map and submit with a title
report and the required processing fee. All easement documents
must be approved and signed by owner(s) prior to issuance of
Building Permit. the description of the dedication is as
follows:
Dedication completed, Date: By:
Improvement Requirements'
11- No public improvements required. SPECIAL NOTE: Damaged or
defective improvements found adJacent to building site must
be repaired to the satisfaction of the City inspector prior
to occupancy.
12. 'Public improvements required. This project requires ,
construction of public improvements pursuant to Section 18.40
of the City Code. Please have a registered Civil Engineer.
prepare appropriate improvement plans and submit.for separate
plancheck process through the Engineering Department.
Improvement plans must be approved, appropriate securities
_posted and fees paid prior to issuance of permit. The required
improvements are:
Improvement plans signed, Date: By:
FRM0010.0H.— 08/29/89
13. Improvements are required. Construction -of the public
improvements may be deferred in accordance with Section 18.40
of the City Code. Please submit a letter requesting deferral
of the required improvements together with a recent title
report on the property and the appropriate processing fee so
we may prepare the necessary Future Improvement Agreement.
The Future Improvement Agreement must be signed, notarized and
approved by the City prior to issuance of a Building Permit.
Future Improvement Agreement completed, Date
By:
Grading Reouirements
13a. Inadequate information available on site pl an to make a
determination on grading requirements. Please provide more
detailed proposed and existing elevations and contours
Include accurate estimates of the grading quantities (cut
fi ll,.import, export).
No grading required as determined b the information provided y
on the site plan.
Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted for separate
plan check and approval through the Engineering Department
NOTE: The Grading Permit must be issued and gradinq
substantially complete and found accegtable to the City
Inspector prior to issuance of Building Permits.
Grading Inspector sign off. Date: By:
Miscellaneous Permits
Right-of-Way Permit not required.
Right-of-Way Permit required. A separate Right-of-Way Permit
issued by the Engineering Department is required for the
following: AOD)MAJALA A/E-W
Sewer Permit is not required.
Sewer Permit is required. A Sewer Permit is required
concurrent with Building Permit issuance.- The fee required
is noted below in the fees section.
X20. Industrial Waste Permit is not required.
08/29/89
_21. Industrial Waste Permit is required. Applicant must complete
Industrial Waste Permit Applicantion Form and submit for'City
approval prior to issuance of Building Permits. Permits must
be iss.ued prior to occupancy.
Industrial Waste Permit accepted
Date: By:
-Fees Required
22. Park-in-Lieu Fee
Quadrant: Fee per Unit: Total Fee:
423. Traffic Impact Fee
Fee Per Unit: Total Fee:
24. Bridge and Thoroughfare Fee
Fee per'Unit.- Total Fee: a"o~ C&Cr_~
*-,~5. Public Facilities Fee required.
26. Facilities Management Fee Zone: Fee: W4~
Sewer Fees P No. EDU's ft;,e z~_O
Fee:
28. Sewer Latera) required:
Fee: -vIft-Ajae
REMARKS: _r0TAL L.,.T. OF: IqLL DQjVExJA%-fS Qk) Lo-r CqjAjt)7- E)W_456
wr wDTi. YovlqaL SHCWiA)6 Zo /6 Pj&*5 (I IUP_W eVC(S-j,) yt) 0 A tZe C3AJLV
AL 25. 7 14is is Pea ct Y 571GA^20S,
ENGINEERING AUTHORIZATION TO ISSUE PERMIT
2A Date:
7.
.,,.FRMO.010:DH 08/29/89
PLANNING CHECKLIST
Plan Check No. Address
_APN:
-1161 Planner AIR y ~0 it Phone 438
(Name)
Type of Project d Use
Zone Facilities Management Zone
r1i W4 ." a - Legend
Item Complete
9L (L Item Incomplete Needs your action
1, 2, 3 Number in circle indicates plancheck number that deficiency
was identified
Environmental Review Required: YES NO TYPE
DA'TE OF COMPLETION:
A Compliance with'cond.itions of ,approval? If not, state conditions which
require action.
Conditions of.Approval
OiscIretionary Action Required: YES NO. TYPE
'APPROVAL/RESO. NO. DATE:
PROJECT NO.
OTHER RELATED CASES:
Compliance with conditions of approvali If not, state condi,tions which
require action.
Conditions of Approval
"DATE OF APPROVAL:', Coastai YES-" 1~~-O'-`NO
Compliance with conditions of approval? If not, state conditions which - require action.
Conditions of Approval
4 F
Landscape Plan Required: YES NO Ell] 71.
See attached submittal requirements for.'Ia6ds"~a6e plans
Site Plan:
Cl 7 0 1. Provide a Jully dimensioned site plan drawn 'to- scale. -,Show: , .1 North arrow, property lines,, - easements, existing. and, 'pro"Posed structures, streets, existing street improvements, right'-of -waY width and dimensioned setbacks.
M F7 7 2. Show on Site Plan: Finish floor elevations, el'evations of
.
inish grade adjacent to building, existing topographical. 1 ines, exi'stin'q, and proposed slopes and driveway.
Provide legal descripiion of property.
Provide assessor's parcel-,,number. F1 Cl
Zoning:
Setbacks: M
Fr Required Shown
nt. Side: Required Shown
Street S i Required Shown
Required Shown
Lot coverage: Required- Shown Cl 7 F1
CICI 71 3. Height: Requi red. Shown ,
CIM 17 4. Spaces'Required Shown
Guest Spaces Required Shown
Additional comments and remarks have been made on the building plans. 'These
marked-up plans may be picked up at the Building Department. These marked-up plans must be ~esubmitted with the revised plans for this project.
Have plans been marked up? YES NO
Additional Comments & J~ZW~1~ de,- 17~ 1/7e:~f;K:Ie~IrX4
ag zaa~~ M~ aLLL-L442 erIkIL- V
OK TO ISSUE-o~= DATE*
CERTIFICATION OF.COMPLIANCE
CITY, OF CARLSBAD Plan Check No. ?V_
7 DEVELOPMENT PROCESSING SERVICES DIVISION
2075 LAS PALMAS CARLSBAD, CA 92009
(619) 438-1161
This form shall be used to determine the'amount OfL . school fees for a project and to 'verify
_~he project* applicant has -'complied with the school fee requirements. No building that
permits for the 'projects shall ~e issued until the certification is ~ signed by the
.appropriate sch6ol district and returned to the City of Carlsbad Building Department.
SCHOOL DISTRICT:
Carlsba d Unified San Marcos Unified
801 Pine Avenue 270 West San Marcos Blvd.
Carlsbad, CA 9200§ (434-0610) San Marcos, CA 92069. (744-4776)
Encinitas Union Elementary San Dieguito Union High School
189 Union Street 710 Encinitas Boulevard Encinitas, CA 92024 (944-4306) ~"Encinitas, CA 92024 (753-6491)
Project Applicant:, LYIV41 APN:' o~05
-'Project Address: Z6-7o r.,4y
RESIDENTIAL: SQ. FT. of living 4rea Number of dwelling units
SQ. FT. of .covered area SQ. FT. of garage'area
COMMERCIAL/ INDUSTRIAL: SQ. FT. AREA
Prepared B Y. Date 411VI ~Vj
--------- - ------------------ 7 -------- :7 ----------------------------------------
FEE CERTIFICATION
(To be completed by the School District)
-Applicant has 'com'p,lied with fee requirement under Government Code 53080
Project is subject to an existing fee'agreement
Project is exempt from Government Code 53080
Final Map approval and'.construction started before September 1, 1986.
'(other 'school fees paid)
Other.
Residential Fee Levied:- $,2 076. 4~ based'on sq. ft.@ V
CommjIndus.t Fee Levied: based on sq. ft.@
AB 2926,and SB 201 fees lare capped at $1.58 per sq - uare foot for resi .
dentia - 1.
AB 2926 is capped I at $.26 per square foot for co~&Vr`cial/industri~l.
American Engineering Laboratories, Inc.
Suite A 7940 Arjons Drive.. ,
San Diego, CA 9'-2126
Telephone (619) 69~).3730
FAX (619) 695-6712
San Diego.* Corona - Modesto * Yu%~ca Valley Apple Valley
New Jersey Palm Desert New York
-LVM.DESIGN MAY 18, 1990
1857 Tule Court JOB NO.: 0-1-455.1
Carl.sbad, CA 92009
Mr. Lynn Maudlin, Architect ATTENTION:
S 'SUBJECT: REVIEW OF FOUNDATION PLANS
PROJECT'... PROPOSED RESIDENTIAL ADDITION
2070 GAYLE WAY
CARLSBAD, CALIFORNIA
Dear.Mr... 'Maudlin:
A s -have reviewed the submitted foundation yo u requested, we
pl.ans, -dated May 16, 1990, for adequacy and conformance to
our geotechnical report of March-20, 199o.
I,Bas~d on our.' review, t.he foundation system conforms to the
minimum size embedment and rein f orcemeiit,. as stated in the
geotechnical report.
This-opportunity'to be,of service is appreciated. Should you
have any questions, please do not hesitate to contact this
office:
Sincerely,
&EL GEOTECHNICAL
_EduYrdo.Dizon
Project Engineetr
ED/~B/vr/REV3
cc: .'Mr. Wayne Ehlers.
2070 -.Gayle Way
Carlsbad,'CA 92008
Steven N. Bradley, =RG4 14
General'Manager
.-American Engineering Laboratories, Inc.
7940 Arjons Drive, Suite A
San Diego, CA 92126
Telephone (619) 695-3730
FAX (619) 69576712
San Diego Corona Modesto Yucca.Valley Apple Valley
MR. WAYNE EHLERS MARCH 20, 1990
~2070 Gayle Way JOB NO.: 0-1-455.R 'Carlsbad, CA 92008
SUBJECT: REVISED SOILS INVESTIGATION
PROJECT:. PROPOSED RESIDENTIAL ADDITION
2070 GAYLE WAY
CARLSBAD, CALIFORNIA
Gentlemen:
'in . accordance with your request, we have issued -bL revis6d
soils report 'for . the . subject site.~ The attached report dis-
cusses the soils . engineering aspects of the project. and
provides conclusions' and recommendat ions for the proposed
construction.
our soils, investigation found that the site is underlain by alluvial soils which in turn overlies the Bay Point Formation
to the - explored depths within the -limits of the proposed'
structure. The surf icial soil gene rally consists of silty?. clayey, fine
'
sand possessing low expansion potential a nd moderatestrength and compressibility characteristics.
From our investigation, testing and analysis of the subsur-
face soils, we conclude that the proposed residential addi-
tion can be constructed if recommendations contained herein
are implemented during construction.
Tfie,-opportunity to be of service is appreciated. Should you
'have any questions or require -further assistance,,, pleasedo
:_t'not hesitate to contact this office at. (619)* 695-3730.
Respectfully submitted,
AMERICAN ENGINEERING LABORATORIES, INC.-
7- 4V Steven N. Bradley, RG 4614
Geotechnical Department Manager
TABLE OF CONTENTS
SECTION PAGE
1.0 PURPOSE ............................... ......... I
2.0' -SCOPE OF SERVICE'-._ ..................
3.0 SITE DESCRIPTION ............... ...... I
4.0 -.PROPOSED DEVELOPMENT ........................... 2.
5.0 SITE INVESTIGATION ................... .......... . 2
6.0 LABORATORY TESTING PROGRAM ..................... 3
GEOLOGY.... 3
Geo7.1 logic units.... ........ o ......... 3
Geologic Structure. ..................... 3
8.0 GEOTECHNICAL EVALUATI6N ........... ~...o .......... 3
.8.1
8.2
Compressible Soils .......................
Expansive Soils ...
3
4
8.3 Groundwater ............................ 4
9.0 CONCLUSIONS AND RECOM~ENDATION~000000ll'I'll.",I 4
9.1 General ............................. 4
9..2 Site Preparation ................... o 4
9.2ol
9.2.2
Clearing 'and Grubbing ...................
Treatment of Compressible and
4
Potentially Expansive Soils ~4
9,2*3
9.3
Preparation of Subgrade Soils
Compaction and Method of Filling ......
5,
6
9.4 Existing Foundation System— ....... o. 6
9.5 Structure Foundation Systems ........ o. 6
9.5.1 External Foundations ................... 6
Internal Attached Foundations... o 7
9.5.3 , Footing Reinforcement.... o ............ 7
906
906.1
-Structural Floor System....... ..........
Interior Slabs ............... o .........
7
7..
o 6.*2 Exterior Slabs ......... o ............. o, 8
.9.6.3
9.7
Lateral Load Resistance ...............
...................... --.Settlement..;
8
9
9.8 Drainage Recommendations* ...... 9
~9.9 Trench Backfill' ........... 9
9.10 Plan Review.... ............. 9
9.11 Geotechnical Observation .............. 10
9.12 .,Foundation observation .................. 10
TABLE 'OF C'ONT_ENTS (CONT.)
10.0 INVESTIGATION LIMITATIONS ...... ...... . 1.0
11.0 -.ADDITIONAL SERVICES.... ........... ........
APPENDIX-A-- REFERENCES
APPENDIX B - TEST PIT LOGS.
APPENDIX C - LABORATORY TEST RESULTS
Figure I Site Location Map
Plate I Plot Plan
IINTRODUCTION
This report presents the results of our Soils' Investigation
for the proposed residential addition, located at 2070 Gayle
Way, Carlsbad, California. The purpose of our investigation
was to evaluate the surface and subsurface soil conditions at
the site.
SCOPE OF SERVICES 2. 0
The scope of servi ces provided in this Geotech,nical-Investi _,.%gation included:-
2.1- Geologic evaluation of -existing expo-
~sures;-
2.2 Subsurface exploration consisting of 2
test pits to depths ranging f rom 2 f eet
to-5 feet;
2.3 Logging of soils observed in the test
pits and obtaining samples for labora-
tory testing;.
2 4 'Laboratory testing of , samples represent-,
ative of those obtained during the field
investigation,-.
2. 5' Geologic and Soils engineering analysis
of field and laboratory data, which
providethe basis for our.conclusions and
recommendations;
Preparation of this report presenting our.
findings, conclusions'and recommendations.
-3.0 -SITE DESCRIPTION
'The-subject site, presently occupied by a 'single-story, wood-
framed residential structure, is located at 2070 Gayle Way in
Carl.sbad, California. The -site is bounded to the south, by
Gayle - Way and to the horth, east and west by private resi-
_.dences. ..
A landscaped area is located in front-of the house,
with' a large,-palm tree, in the southeast corner of the front
yard. The subj4~ct site is generally flat in topography, how-
Gayle Way slopes uphill from west to east, reflecting
the ',natural, topography of the area. A concrete driveway
..connecting the garage and Gayle Way is -at the.west end of the.
house.
REVISED SOILS INVESTIGATION PAGE 2
PROPOSED RESIDEN!ftAL ADDITION, JOB-NO.:-0-1-455.R"
CARLSBAD, CALIFORNIA: MARCH 20, 1990 -
The backyard?has a concrete on -the west side next,to _patio
..the. house,' *with a concrete sidewalk extending eastward.
connecting - to another . patio on the. east side of the house'.
The'remaining two-thirds'of the backyard is,a'.1andscaped.lawn'.
area.
4.0 PROPOSED DEVELOPMENT
it is our understanding that the proposed -residential addi-
-tion is to consist :of a 'second-story., addition'-covering
approximately the western'two-thirds of the existing build-
ing an extension on the north-centtal and southwest sides-of
the existing building,-a covered patio from the north;-:central-,
extension to - approximately- halfway around the west side of.
'the existing building, a new concrete driveway, and a new'
masonry-perimeter wall on'the-northi. south zind west sides of,
the house.
5.0 SITE INVESTIGATION
The site investigatioA, consisting of surficial reconnais-'
sance and subsurface exploration, was conducted, February 21,
1990. Subsu r*f ace . exploration was conducted by' means of two
benched test pits. Each test pit had -benches', cut' at 2 and 5.
feet below' ground level. The test pits, one in the front and
one in the back of the*existing house, were located-adjacent
.,to the existing house in order,'to evaluate soil conditions to
depths that' may be' influenced by the proposed structural!
'addition and associated improvements. (See attached Plot,'
Plan, Plate
Two relativi?ly undisturbed ring samples were. collected from
.,",each test pit.- One sample was collected from ,both the 2 and 5
foot levels in each test pit. Samples' were co
i
llected using a
hand driven sampler -having a 10 pound hammer dropping' 24
~T' '''inches. -The'r.rings were 6 inches high with an inside diameter',-
(See Figure C-1 for laboratory test 'of 2,.38 inches' re6ults.).-
y - tests were m ''In-place densit ade at both the 2 *and 5 f oot
levels of each test pit. The,sand cone tests (ASTM D-1556-82)
were taken for later comparison with the ri~g density tests.
~Bulk -representative samples of the various soil types
encountered were collected', for - laboratory testing. (See
Figure.B-2, Tables'.1 and 2.)
REVISED SOILS INVESTIGATION PAGE 3
PROPOSED RESIDENTIAL ADDITION -JOB NO.: 0-1-455.R
CARLSBAD,,CALIFORNIA -, MARCH 20, -1990
6. 0 LABORATORY TESTING PROGRAM..-
Samples.'- typical of the soil' types found during our field
exploration were ~taken to our laboratory for testing in
accordance with the pro6edure's of the American Society of
Testing Materials .(ASTM) 'and other 'suggested methods. The
testing', program included ih-place densit y 'and moisture 9
content, and moisture' density relation. Appendix B contains
descriptions of—the test methods. and summaries of the -
results.
~7.0 -.,GEOLOGY
7 . .1 Geologic units
The site is predominantly underlain by 18 inches of moist'
brown,- silty sand (topsoil). This. is underlain by moist,
-,orange-yellow, 'silty,' clayey, fine sand, which extended
_beyond the depth of our exploration. The soil's stratigraphy
observed generally -reflects the -sequence of geologib
%sedimentation.'
7.2 Geolociic structure
-.No evidence -of "activell faulting or faulting within the last'
11, 000 years. was observed at the subject site during the
investigation by'our geologist.
GEOTECHNICAL EVALUATION 8.00
On the basis of bur f ield exploration and our review of
i ava lable geotechnical inf6rmation, a discussion of con-
stra'ints and mitigative measures to construct the residential-
addition are as follows:
8.1~ Compressible Soils
with relcitively, lower in-ditu densities was found at a Soil w
below level) in the test pits grea ter depth (5 - feet ground'
as opposed to the in-situ densities tested at the shallower
'depth (2 feet below ground level) which had results~ above 90
percent of, the maximum. dry- density. The on7site soil is
~slightly compressi ble due to the presence of softer -soil at
appr6ximately 5' feet below the ground. . In consideration of.
the long--~term structural -integrity, the construction measures
pres ented-inj Section 9.2 should be properly implemented dur-
ing constructi6n.
REVISED SOILS INVESTIGATION' PAGE 4
PROPOSED RESIDENTIAL-ADDITION JOB NO.: 0-1-455.R
CARLSBAD, CALIFORNIA MARCH 20, 1990
8.2 Expansive soils
The -on-site material, consisting bredominahtly .-of silty,'
clayey- sand, generally exhibits a low expansion potential.-.
Should the special-measures,presented in Section 9.2 be prop-
perly' implemented during' 6onstruction, no future structural"
damage resulting -from,excessiv'e soil expansion is expected.'
8_ 3~, Groundwa.ter.'-
No groundwater', was encountered durifig'the. investigation. It
is -possible"- however, - that oversaturated ground conditions
may'develop at-a later date due to periods of heavy precipi-
tation, landscape irrigdtion,,, construction activities, or
tigation. other factors not apparent cit the time of this inveg'
'Due to~the,-profound influence on subgrade stability' induc;-d
~y,groundwater fluctuation, proper design of surface drainagp,.
is essential-to maintain -s'table subsurface-soil conditions.
~9.0 CONCLUSIONSAND RECOMMENDATIONS
9.1 General
Based on An eValuation,of geotechnical and laboratory testing
data obtained from our investigation And testing, we, conclude'
the proposed structural addition may be constructed from a
geotechnical, standpoint provided,_Vthe following recommenda—
tions' are properly implemented during construction.. The con-
clusions contained below are based on the ,limited geotechni-
cal investigation performed, and should be'.verified. during
construction by our geotechnical field representative.
9.2 Site Preparation-'
9.2.1 Clearing and 'Grubb-in
All ground floor areas tol receive'structural extension should
b6'clea'red of surface obstru'ctions and stripped of,brush and
Vegetation. . Vegetation *f rom the clearing operations 'should
be,dii _pc~sed of of f -site. s
9.2.2_ Treatment of Compressible and
—Potentially -Expansive Soils
Information obtained from our field investigation and labora-
tory testing indicates surficial soils are inconsistent' in
density and, therefore, susceptibld,to,settlement upon load-
..inq and ',may, display low -expansion characteristics, when
saturated-.
REVISED-SOILS INVESTIGATION PAGE'5
PROPOSED RESIDENTIAL ADDITION- JOWN(j.: 0-1-455.R
CARLSBAD, CALIFORNIA MARCH 20, 1990
Based. on' the on -s'ite soils' characteristics, - we recommend
overexcavation and- recompaction of the. underlying soils as
follows:
~All new structural footings outside the limits of 9
the, existing structur e* should be supported by a
layer of - suf f iciently dense, clean, non-expansive
soil.'The on-~;ite..soil is suitable for the proposed
addition ..provided 'it - is properly compacted. Soils-
within- 18 , inches ~ from the bottom of newly-added
footings should be overexcavated, moisture, condi-
ti6ni--d, and compacted to 90 percent of the maximum
dry density (ASTM b-1557). The area of recompaction,
should extend 3 feet beyond the limits of new
structural footings.--
For any proposed new,driveway and parking areas,
the.subgrade soils'~should-be properly compacted to
a depth of - - 12 inches,.whether this requires over-
excavation or scarif ication and recompaction. 1 . A
minimum of 90 percent of . maximum dry density (ASTM
-D-1557). should be 'reached for. soils within this
zone.
Soils below" ekterior slab areas to a depth of'12
inches should be~ -compacted to a minimum of' 90
percent maximum dry density (ASTM D-1557).
it is recommended that non-expansive soils (expan7
sion 'index less than 50) be used for compaction
within, the, ov6rexcavated area of the newly-added
building, extension. Expansion testing should be
conducted in the
'
proposed*,, building pad at' the'
coipletion of site grading.,
Enlargement of existing footings or construction of
new footings . within
"
the limits of the existing
structure -should be carried out as recommended in
Section 9.5.2.*
9.2.3 Preparation of Subgrade Soils'
.Following over6xcaVation 'of surficial materials, all. exposed
areas - to receive'' fill and/or other improvements should be'.
-scarified.to .a depth of 8 to.12 inches-This material should -.-
be brought to ne
"
ar optimum moisture conditions and compacted-,,
to. at least .90,', percent of the maximum dry density ASTM D-
.1557.~
"REVISED SO'ILS INVESTIGATION PAGE 6
PROPOSED RESIDENTIAL ADDITION -JOB,NO.: 0-1-455.R
CARLSBAD, CALIFORNIA MARCH 20, 1990
9. 31 Compaction and Method of Fillin
Recompaction. should consist of ' approved soil material free
of trash' or debris, roots, vegetation or other dele'teri6us
.materials. The material sh'uld, in general, be free of rocks
in excess of -6-inch dimension.
-The on-site soil, after being processed to delete the afore--:
'mentioned.deleterious materials, can be used'for recoipaction
purpose. , Soils subject to recompaction should be properly
benched int6 any temporary slopes. Care' sho'Uld be taken to
ensure that these soils are devoid of;detrimentally expansive
soil, whicli'J's .defined a's material showing an expansion-index
of 50 or greater (UBC.2902).,
'As a orementioned, - all fill soils s ubject to strticiural f
loading placed at the site should be compacted to a minimum'
relative density of, 90,percent, based on ASTM Test Method D_.
1557-., All materials should be compacted by, mechanical means
in.uniform lifts of 6 to 8.'inches.
All grading and placement of f ill should be'performed in
.,accordance with the reatiirembnts of the appropriate govern-
ment agency, requirements of the Uniform Building 'Code, and
our recommendations.
1~9.4 Existi~g Foundation S)~st
The existing foundation system consists of'concrete slab-on-
grade and concrete structural 'distress was footings.-.No'
observed at'-the time of the soil investigation. The existing
footing is"'embedded a~proximately-'12 inches below existing
-'c Should ~ inf c;rma-grade and approximately 12, inches in width:,
tion about the existing footing reinforcement and concrete
strength be -desired, AEL should be promptly informed f or.
additional concrete coring and pacometer measurement-.-.
9. 5 Structural Foundation Systems
9.5.1 External Foundations
'For the building addition, -continuous 'perimeter footings
connected to the existing footings are suitable . for use on
this,-site. The footings should be at least 12 inches wide and
1-have-a minimum embedment of 12' and 18 inches below the near-
est adjacent grade for sin4le-story and two'-story buildings,~.
respectively.,
06
-REVISED SOILS INVESTIGATION PAGE 7
PROPOSED RESIDENTIAL ADDITION JOB NO.: 0-1-455.R
CARLSBAD', CALIFORNIA MARCH 20, 1990'
The footings should be designed for an allowable bearing
pressure of 2,000 psf for a minimum of 12-indh embedment.''All
footings' should be -founded entirely in properly compacted
fill'material. 7
9 . 5.2 Internal Attached -Foundations
For the assessment'of the'allowable.structural,loadin4 exert-
on the exiiting. footings,, an allowable. bearing pressure
of 1, 000 psf can be.'used. 'Continous or -elongated strip f oot-
should, have a, minimum overall width of 18 inches when
finished. Isolated or spread * type - footings should be
constructed. to a minimum of .24 inches x 24 inches, iwith a
minimum embedment of. 12 inches. The bottom "of- interior or
attached footing excavations in native soils~ should be
moisture conditioned and tamped prior to placement. of
concrete. ',However, any enlargement of the existing footings
Should be -properly reinforced' with dowels every 24 to 30
'inches'. 'The dowels should be embedded 6 inches- into the
6xisting f ooting to ensure the
*
proper and uniform transmis~-
._,,sion of structural loading onto theunderlying 'soils.
t 9.5.3 Footifig['Reinforcemen
it is recomme'nded.that all external and internal footings be
-reinforced with two No..4 steel reinforcing bars placed horl-
zontally in, the footings, one. near the top and one near the
..bottom of the- footings, with a., clearance at least 3 inches
away from the- surf aces of the footings. The'above construc-
'tion procedures and -minimum reinf orcement are "based on soil
characteristics and are not intended to be in lieu of
~,,..requir'ements necessary of-structural considerations-.
_,9.6 ,Structural.Floor'System
9.6.1,, Interior Slabs,'
Should 'c oncrete slab be. . u sed within the 6xtended buildinq(
area,'interior area slab"s'should-be
. a nominal 4 ,inches thick,
~underlain by'a minimum 6-mil visque6n moisture barrier, plus.
a"minimu of 2 inches,,6f clean sand between the slab and the M
visqueen.'.
The visq e e u
'
n. should..'be underlain by a capillary break at
least 4 -.inches thick,' consisting of sand, gravel or crushed
rock meeting the fo flowing criteria.
REVISED SOILS INVESTIGATION PAGE 8
PROPOSED RESIDENTIAL ADDITION JOB NO.:.0-1-455.R
CARLSBAD, CALIFORNIA MARCH 20, 1990
The maximum particle siz'e should not exceed. 3/4
inch ,(19mm) as placed;
No more' than 10 percent-by weight should pass the
No. 16 U.S. Standard sieve (1.18mm);
No more than 5 percent by weight as placed should
pass the,No. 20.0 U.S. Standard sieve .(0.075mm); and
4'. The plasticity index of the fraction passing the,
No., 40 U. Standard sieve (0.425mm) should not
exceed 4.
Minimui~ reinforcement-should consist of No. 3 bars placed at.
r 18. inches on'cente' or consist of 611 x611 4-gauge welded wire
mesh 'and located mid-height in the floor slab. Actual rein-
forcemerit should be designed'by the structural engineer
9 .6.2 Exte r ior Slabsi
Exterior'slabs for walkways and patios should ~e.a nominal 4
inches in 'thickness. -Prior to the -placement . of' exterior,
slabs, the subgrade soil should be moisture conditioned to a-
minimum-depth of 12 inches.
Weakened plane joints for exterior slabs should be provided
for any slab greater than 5 feet invidth. Any slabs between
' 5 anfid 10feet should be provided with a longitudinal weakened-
plane joint at, its center -line. Slabs exceeding 10 feet in"
width should be provided with a weakened .plane joint-located
3 feet inside the exterior perimeter.
9.6.3 Lateral Load Resistance
Lateral loads against buildings may be resisted by f riction
between the bottom-of the footings and the supporting soils.
Ari allowable friction coefficient of O.j5 is recommended.''
Additionally, an allowable lateral bearing pressure equal to
an equivalent fluid pressure of 175 psf per foot of depthto
a maximum of 1,750 psf may be used, provided the footings are
poured tight against undisturbed soils. A sufficient factor
of safety has been considered in evaluating soil' s lateral
resistance capacities. Therefore, both frictional resistance
and pressure - can - be used conjunctively without further
r eductioh.'
REVISED SOILS INVESTIGATION PAGE 9
PROPOSED RESIDENTIAL,ADDITION - JOB NO.: 0-1-45~.R
CARLSBAD, CALIFORNIA MARCH 20,' 1990
9.7 Settlement
while s , ubjected to' the proposed structural loading, a total
-,Soil settlement up to 0.5 inches, and a corresponding differ
.'ential settlement -up to., 0. 2 5 inches, may be experienced by.
th6~building. It~shbuld be noted that based on in-situ soils'
charcicteristi6s, ' 60 to 75 percent of the aforementioned
.,,.-settlement will take.place immediately after the completion
of structure.
91.8 Drainag~ Re'commendations
For newly constructed. Areas, pad drainage should be designed
to collect and direct surface waters away from the proposed
structure to approved drainage facilities. For earth areas a
minimum gradient of .1 percent should be maintained and drain-
age should be directed -toward approved swales or drainage
facilities. Drainage patterns approved at the time of fine
-the life :of the grading should be maintained throughout
propos!Bd structure.
Trench Backfill
7rench excavations for utility lines which extend' under
. I structural,areas should be properly backfilled and compacted
-.in accordance-with the following-recommendationsi
Utilities-should be bedded and backfilled with.clean sand or ,
approved granular soil to,a depth of At least 1 foot over the
pipi~. This backfill shall be uniformly watered and compacted
to a'-firm '66ndition for'pipe support.
....,1,The remainder of.. the backfill shall be typical on-site soil,
or low expansive, imported soil, which shall be -placed in'
l -Es not ex-ceeding 8 inches in-thickness, watered-or aerated if
to optimum- moisture content, and mechanically compacted to,
cit least -90 percent of maximum dry density.,
9.10 Plan Review
when- finali~,ed- foundation plans for the proposed development
..""Are completed, they should be reviewed by the'Geotechnical
Consultant to evaluate compliance with the recommendations
-,,presented,herein;
REVISED SOILS INVESTIGATION PAGE 10
PROPOSED RESIDENTIAL ADDITION JOB NO.: 0-1-455.R.
CARLSBAD, CALIFORNIA MARCH 20,.-1990
9.11
.,observation and testihg by a Geotechnical Consultant is
recommended during grading to confirm;conditions anticipated,,
by the'preliminary investigation, to adjust designs to actual
f ield -conditions and, to determine that grading - proceeds in
general7accordance.W-ith the recommendations contained herein.
9.12 Foundation
All foundation'excavations,should. be observed'by an-engineer
froid AEL prior to the placement of forms...reinforcement, or
concrete' fordetermination of conformance with the intent of
the recommendations herein.-All excavations should be trimmed'',
neat, 'level and,- square. -- All loose, -o'r unsuitable . material
should be removed prior to the placement of concrete. In.
addition, materials from Tooting excavations should not be
spread in sl'ab-on-grade'areas unless compacted.
.10.0 , LIMITATIONS OF INVESTIGATION.-
'~erformed using the.degree of care and our inv'es~tigation was
skill ordinarily exercised, under similar circumstance~, 'by
reputable Soils Engineers and Geologists practicing in this
...or similar localities. . No'other warranty, expressed oi7, im-
-to the conclusions'and professional advice plied,.. is made.as,.
included-i n -th is report.
-The samples taken and used for testing and the observations
'~aitions;-however, made are,belleved. representative of, site con
s6il. and geologic. conditions ~can -vary significantly. between .
borings, test pits,*and surface outcrops.
As in'most major '13rojects,.conditions-reveciled by excavation
may vary , with preliminary findings. If this occurs, the
changed. conditions . must be evaluated by the - Project Soils
Engineer, and Geologist, and designs-adjusted as required or
~lternate' designs re,commend4d.
Thi
,
s report is issued'with the understanding tha t it is the
..responsibility of the owner, . or of his - representative, to
6nsure that, the - information and recomm6ndat ions contained
are brought to the attention of the project architect~ herein
and.engineer.
REVISED SOILS INVESTIGATION PAGE 11
PROPOSED RESIDENTIAL ADDITION JOB NO.: 0-1-455.R
CARLSBAD, CALIFORNIA MARCH 20, 1990
Appropriate recommendations should be incorporated into the
structural plans. Thenecessary steps should be taken to see
that the contractor and subcontractors carry out such recom-
m6ndations 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 pro-
cesses or the works of man on this,or adjacent properties.
In addition, changes in applicable or appropriate standards
may . occur from legislation or the broadening of knowledge.
Accordingly, the findings of this report may be.invalidated
wholly or partially by changes outside of'our control. There-
fore, this report,is subject to review and should be updated
-after a period of three years.
11.0 ADDITIONAL SERVICES
The review of plans and specifications, f ield observations
and testing by. American Engineering Laboratories, Inc. is an
integral part of the conclusions and recommendations made in
this report. IfAEL -is not retained for these services, the
client agrees to cissume AEL's responsibility for any poten.-
ring construction. The required tial claims
*
that'-may.arise du i
test:~,-observations, and consultation by AEL during construc-
tion includes,- but is not necessarily.limi.ted to:
1 Continuous observation and testing during site
preparation and grading, and placement of
-engineered fill.
:Observation. and inspection of footing trenching
placement of reinforcing steel and prior to,
concrete.
Concrete coring and pacometer measurement of the
existing footings- for determination of concrete
'strength and reinforcement', respectively.
Consultation as required during construction.
lwy_-lwFlrlw
J-2
-SUBJECT E
ILV'
'trip
go
;jv% AD
51
"Aumv. i9MORM"
American Engineering Laboratories, Inc.
SITE LOCATION MAP
-ESIDENCE EHLERS R
DATE JOB NO.
FIGURE 1 MARCH 1990- 0- 1-455
REFERENCES
Bowles, J.E., 1977, Foundation Analysis and
Desicm:,New York, NY, McGraw-Hill,,750 p.
.2. Hunt, R.E., 1984, Geotechnical Engineerin
Investigation Manual, New York, NY, McGraw-Hill '.
983'p.
Standard Specifications for Public Works
Construction, 1988 Edition: Los Angeles-,.CA, BNI'
Books-, 590.'P.-.
4. Teng, W.C.,, 1964, foundation. Design: Englewood
Cliffs, NY,.Prentice-Hall, 466 p.
-.5. Uniform Building Code, 1988 Edition: Whittier, CA,
International Conference of Building Officials, 7.80 p.
::6. H.F., and Fang, H.Y., 1976, Foundation -Winterkorn,
-Engineering Handbook: New York', NY, Van Nostrand
Reinhold, 751 p.
APPENDIX B
t
APPEND.IX C.
%
4 k
DEFINITION OF TERMS
PnIMAnY DIVISIONS SYMBOLS
u ;
SECONDAny DIVISIONS
GnAVELS CLEAN G W Well graded gravels. Urnvol-sand mixtures. little or no
MOnE TIIAN GnAVELS lines.
GP Poorly graded gravols or gravel-send mixtures. little or Ix 0 w a HALF OF (LESS THAN
0 1- C'j 5% FINES) no fines.
U) -C . 0 COAtISE
rnACTION IS GM Silly grovels. gravol-sand-sill mixtures. non-plastic
U_ Z Ul GnAVEL lines.
W 0 Z Li LAnGER TlIAN
NO. 4 SIEVE WITH rINES GC Clayey gravels. gravel-sand-clay mixtures. plastic
tL. < tn 3: _j lines.
t.- W
c r- rr > (9 W SANDS CLEAN
S ANDS SW Wall grodad sands. gravelly sands. little or no fine@.
W Zo-
W o <
monE THAN (LESS THAN
(n 7: CC IIALF or 5% rINES) SP Poorly.graded sands or gravelly sands. 111119 or no lines.
cc COAnSE
W co rnACTION IS SANDS SM Silly sands, ennd-9111 mixtures, non-ploslic line@.
0 cc
(-)0 SMALLEn THAN WITH rINES 'NO. 4 SIEVE SC Clayey sands. sand-clay mixtures. plastic lines.
U) ul
a: !2 ML
. Inorgnnlc gills and very line ennds, ro c k flout. silly or
_j LL 0 W to SILTS AND CLAYS C Inyoy line sands or clayey silts with slight plasticity.
CL Inorganic clays of low to medium plasticity. gravelly
loon
0 _j
U) t L _j uf > _j < LIQUID LIMIT IS clays, sandy clays. clays.
< I W
X ~;
LESS. TIIAN 50%
III in OL Organic gills and organic silly clays of low plasticity.
Z V) C) :L-. < - 0
< 3: _j " M 1-1 InorqnnIc silts. micncoous or diatomaceous fine sandy
cc I- < C; SILTS AND CLAYS or silly sells. elastic silts.
C H InorgnnIc clays at high plasticity. lot clays. w Fr z CC W. LIQUID LIMIT IS W 1- Z
z
LL
GREATEn THAN 50% 0 H. Organic clays of medium to tIlgh pldsticity. organic
sills.
HIGHLY ORGANIC SOILS P1 Post and other highli. organic soils.
GRAIN SIZES.
SAND GRAVEL
SILTS AND CLAYS COBBLES BOULDERS
MEDIUM I COAnSEd FINE 1. COAnsi~
206 40 10 4 314 3'. 12'
U.S. STANDARD sc-nIES SIEVE CLEAR SOUAIIE SIEVE OPENINGS
GROUND WATER LEVEL on GnOUND WATEn-sEEPAGE.
M 2
LOCATION OF SAMPLE TAKEN USING A STANDAnD SPLIT TUBE SAMPLEn,
-INCH O.D.. I-318-INCH I.D. DnIVEN WITH* A 1140 POUND HAMMER FALLING
30-INCHES.
z 3-
LOCATION OF SAMPLETAKEN USING A MODIFIED CALIFORNIA SAMPLER.
i/8-INCII O.D.. WITH 2- 1/2-INCH I.D. LINER RINGS. DRIVEN USING THE
WEIGHT or KELLY BAR (LARGE DIAMETa n sonINGS) on USING A 1140 POUND
HAMMER FALLING 30*-INCHES (SMALL DIAMETER sonING).7
LOCATION OF SAMPLE TAKEN USING A 3-INCH O.D. THIN-WALLED T.UBE SAMPLER
(SHELBY TUBE) HYDRAULICALLY PUSHED.
LOCATION OF BULK SAMPLE TAKEN FROM AUGER CUTTINGS.
KEY TO LOGS - UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D-2487)
j 0 13 N 0.: DATE F I G U R E: [ i§i-1 .. I
0-1 -455 1 March 1990 1
.
D
I
ATE OBSERVED: 2/21/90 METHOD OF bRILLING: 'Shovel
LOGGED BY: IF GROUND ELEVATION: LOCATION: See Plot Plan
LU 0 j: 0 W LU -1 M WS 'TEST PIT NO. 1 W U. C 0 ~.U. M W ir _j Do.
2 -C
W ~_ 0 z ~_ W
W
SOIL TEST
5z
CE _j 00 'L z IL W CO < 0 J 0 Z M 2iW DESCRIPTION 0 _j
SM -TOPSOIL: Moist brown silty fine SAND
with some organic material
SM 12.2 124.L MoisturerDensity 177,v ALLUVIUM: Moist orange yellow silty
clayey fine SAND. Relation - In-situ
11.2 119.).- I Moisture;Density
5— . I - Tr'enching terminated @ 5.-0 feet
No'Groundwater'e'ncountered.-
10--
LOGGED.
#-
I
-
3Y: LE GROUND ELEVATION: --Y-L—LO'CATION: See Plot Nan
TEST PIT.NO. 2.
5 —
7
107
SM
SM 13.3
12.9
125.!
120.3
TOPSOIL: Moist brown silty fine SAND -
with some organic material,
'Moisture-Density
Relation, In-situ
Moisture/Density
ALLUVIUM: Moist orange ye11,5`w"-s-1Tfy`—
clayey fine SAND
Trenching terminated @ 5.0 feet.
No groundwater encountered.
JOB NO.: 0-1-455.1 LOG OF TEST PIT FIGURE: 1132
ANR:K1%;AN MWNt:rJ11NU LAUUKA I UMr-to
LABORATORY TESTING
..Laboratory Tes ing PrIo4r
Laboratory.. tests were, performed on representative.'.soil
samples to determine their relative engineering properties.
Tests
'
were performed in 'accordahce.with test,methods of the
American Society for Testing Materials 'or other accepted
standards. The,following presents a brief:description.of the
various test methods,u~,ed'.'
classification
Soils.were classified visually according to the Unified Soil
Classification System. "Visual 'classifications were' supple-
mented by 'laboratory, testing of selected samples in accord-
ance with.,ASTM D2487. The soil cla:ssif ications are shown on
Figure''B-2.
in-Situ Moisture/Density
The in-place 'moisture content and dry unit weight of selected
samples were determined using relatively undisturbed samples
from the liher. rings of - a 2.5 inch ID Modified California
Sampler. The, representative dry unif weight and, moisture
content are 'shown on, the attached Test Pit Log, Figure, B-.2.
and Figure'C-1, Table 2.
isture Density Relationship
Laboratory-compaction tests were performed,in accordance with
ASTM -D-1557, Method A..'A mechanical ly-operated , rammer was
used auringthe-compaction process. Test regults.are present-
'ed-on-Figure C-1, table i.~
TABLE 1
iRESULTS OF-OPTIMUM MOISTURE/MAXIMUM DENSITY DETERMINATIONS
(ASTMMETHOD D-1557)
OTIMUM
MOISTURE MAXIMUM DRY
SAMPLE -LOCATION CONTENT DENSITY (PFC)
T I @ 5 9.8 ..128.0
TABLE 2
RESULTS OF IN-SITU MOISTURE CONTENT AND DRY DENSITY
(FIELD ' TEST)
(ASTM METHOD D-1556-82),
(~AND CONE METHOD)',
SAMPLE,
IN-SITU
DRY -' IN-SITU MOISTURE RELATIVE
LOCATION-` DENSITY (PCF) CONTENT COMPACTION
T 1~* @ 2 1 ' 11.4 92.2
T I @ 5-s''. 102.9 10.1 80.4
T 2 @,21,
2 @ 51 A
0,2, 12.1-
99.7 10.6
93.9
77.9.
In-reference' to the 6ptimum,moisture/maximum dry densit y contained -in Table I.,
4
~6 i6b No.: 0-1-455.R D a March 1990 Figure: C-1
~PLOT PLAN
EHLERSRESIOENCE
CARLS'BA D, CA - [FORNIA 4~~V I L
AMEmCAN ENGINEEnING LABonATonirms
DATE! 111ATI,
Joa No.: 0-1-455 1 1 MARCH 1990 A
,EXPLANATION
TPI APPROXIMATE LOCATION OF
TES T PIT
TD5 TOTAL DEPTH OF TEST PIT.
(FEET)
-1111111111110 LIMITS OF INVESTIGATI.ON.