HomeMy WebLinkAbout1735 MCCAULEY LN; ; CB881430; Permiti hereby affirm that I am licensed under
provisions of Chapter 9 (commencing with )
Section 7000) of Division 3 of the Business
and Professions Code, and my license is in
full force and effect.
I hereby affirm that I am exempt from the Contrac-
tor's License Law for the following reason (Sec. 7031.5 p Business and PrOi905inos Cods: Any clip or ceunly which re
quires a permit to Censtruci, alter, improve. demsiish, or repair any structure, prior toils issuance also requires the ap-plicant tar OuCh permit to tile a sighed statemedt Ihat he is
lice000d pursuant to the provisions of the Contractors
License Law (Chapter 9 commencing with Section 7000 of
Division 3 of the Business and Professions Code) or that is ex-
empt therefrom and the basis for the alleged exemption Any
violation 01 Section 7031.5 by an applicant for a permit sub-
jects the applicant to a Civil penalty 01 not more than live hun-dred dollars iS500i.
i. as owner of the property. or my employees with wages
as their sole compensation, will do the work, and the struc-
tuie is not intended Or altered for Sate (Set. 7044. Esoluiess
and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves
thereon and who does such work himself or through his own employees. provided that such improvements are not intend-ed or uttered br sate. if. however, the building or improve-
ment is sold within one year 01 completion, the owner-builder
will have the burden of proving that he did not bnitd or im-
prove for the purpose 01 sate).
I i, as owner 01 the property, am exclusively contracting with licensed contractors 10 construct the project (Sec. 7044.
Business and Professions Code: The Contractor's License Law does not apply 1000 owner 01 property who builds or im-
proves ihnreon, and who Contracts for each projects with a contractor(s) license pursuant 10 the Contractor's License Law).
IT As a homeowner i am improving my home, and the 10110w •I ing conditions exist:
I. The work is being performed prior to sale. i have lived is my home for twelve months prior to completion of this work.
I have not claimed this exemption during the last three years.
0 laos exempt under Sec. _________________ - B& P.C. tsr this reason
thereby affirm that I have u certificate 01 Consent to I selt.insure, or certificate of Workers' Compensation In.
surancn. or a Certified copy thereat (Sec. 3000. Labor Code)
POLICY NO.
COMPANY
Copy is tiled with the city
Certified copy is hereby furnished
CERTIFICATE OF EXEMPTION FROM
WORKERS' COMPENSATION INSURANCE
(This section need not be completed if the permit
is for one hundred dollars ($100) or less) 1 certify that in the performance 01 the work for which
this pormil is issued. I shall not employ any person in any
manner so as to become subject lathe Workers Compen'
saIlors Laws at California.
NOTICE TO APPLICANT: It. alter making this Certificate l
01 ExemptiOn, you should become subject to the Workers'
Compensation provisions of the Labor Code, you must
forthwith comply with such provisions or this permit shall
be deemed revoked.
1 hereby affirm that there is a Construction tending
agency for the performance of the wart, for which this per
mit is issued (Sec. 3097. Civil Code)
Lender's Nome
Lender's Addrnso,,........._____________________________
USE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS.
CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT 2075 Las Palmas Dr., Carlsbad, CA 92009-1915 (619) 438-1161
JQOA Don ES5'
.
AV,ST.R THOMAS aRosNO. IDATE OF APPLICATION I 555 LICENSE LUATION PCflMITNUM0Cfl
LO I BLOCK . BDIVISION I ASSESS P CELNO..5OO CONTRACTOR CONTRACTORS PHONE /
OWNER'S PIIONC FR'S,)SA/iIF,
r
1 CONTRACTOR'S ADDRESS I SO.FOOTAGE STATE LICENSE NO.
OWNER LING ADDRESS ____________
ItT..O4LJA6.If DESIGNER DESIGNERS PHONE
DCG PTION or WOflIC
DESIGNER'S ADDRESS STATE LICENSE NO.
.
F/P FLRELEV,I I NO DEC GP EDU
I Z STORIES 7Qt/ka I I CENSUS TRACT PARKING SPACE RES UNITS GRADING PERMIT ISSUED REDEVELOPMENT I I TYPE 0CC LOAD I FIRE SPR f AREA I I CONST I
TO N 0 - vO NO YO ND Not Valid Unless Machine Certified
-
OTY. PLUMBING PERMIT- ISSUE 7 57 OTY. MECHANICAL PERMIT- ISSUE 01 02
pl,4p-k 02
EACH FIXTURE TRAP .j. j'b INSTALL FURN. DUCTS UP TO 100.000 BTU BUiLDiNG PER 001'81O-00'0O'8220
/ EACH BUILUINC SEWER I OVER 100.000 BTU . SIGN PERMIT 001'810'00'00'8221
EACH WATER HEATER ANDiOR VENT BOILER/COMPRESSOR UP 103 HP , PLAN CHECK 001810'00'00'8891
- EACH GAS SYSTEM I 104 OUTLETS , - BOILER/COMPRESSOR 3.15 HP TOTAIAWWG 001'810'00'00'8222
EACH GAS SYSTEMS OR MORE . METAL FIREPLACE ____ 0O1'810'00-00'8223 ___________________________________
EACH INSTAL., ALTER, REPAIR WATER PIPE - -. VENT FAN SINGLE DUCT MECHANICAL 001'810-00'00-8224
EACH VACUUM BREAKER .
- MECH EXHAUST HOOD/DUCTS P OME _ _______________________________ 001'810'00'00'8225
WATER SOFTNER , RELOCATION OF EA FURNACEIHEATER _ _____ 001'810'00'00'8226
EACH ROOF DRAIN (INSIDE) . DRYER VENT ' 880'519'92'33 F= TOTAL MECHANICAL G 001-810'00'00'8227
O - I -T
,
IAL PLUMBING. i1q' FEE)3'.'810'00'00'8740
BRIDGE FEE 360-810'00'00'8740
QTY. ELECTRICAL PERMIT. ISSUE 6' QTY. MOBILE HOME SETUP PARK-IN-LIEU (AREA
- AGEWIONST EA AMPSWT 8K - CAR PORT . TIF 312-810-00-00-8835
___
- 4PH ) 3 PH/) - AWNING . LA COSTA TIF 311-810-00-00-8835
- 4'f1BLDG EAAMP!SWTBKR IGARAGE - FMF
1 PH 3 PH ' - . LICENSE TAX NM. 001'810-00'00'8162
REMOOEL'ALIER PER CIRCUIT ' . MFE#7,,, ,...f'7ø 880'519'92'57
TEMPPOLE 206AMPS ______________________
-
OVER 200AMPS
TEMP OCCUPANCY 130 DAYS)
. CREDIT DEPOSIT /
TO TAL ELECTRICAL I u. - TOTAL 7 TOTAL FEES PAYABLE 1
I HAVE CAREFULLY EXAMINED THE COMPLETED '-APPLICATION AND PERMIT" AND DO HEREBY Expiration. Every pe'mie iso ytjBuit4ngOftici.I unddTlhe I provisions of this * AN OSHA PEd:T is REQUIRED FOR EXCAVATIONS OVER Code shell expire ,by timita)EI,becgifnull and void It else building or work 5' 0" DEEP AND DEMOLITION OR CONSTRUCTION OF CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE authorized by such per Il catosmefsced within 580 days from the date of such DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS I permit, or if 11h0 biJParn9vrjeieiGthorIzed by such permit ISSUED: TO COMPLY WITH ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CON. is suspended or STRUCTURES OVER 3 STORIES IN HEIGHT
I abandoned it any .Wme9lter I aOrk is commenced for a Qeruod STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND of 580 deys,
CONTRACTOR 0 APED BY OWN7Ø KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS. COSTS AND 2 EXPENSE'S WHICH MAY IN ANY WAY Aç,pRUE AGAINST SAID CITY IN CONSEQUENCE OF THE
GRANTING OF THIS PERMIf BY PHONE 0
__.)gg#o.._&x_d:L.._,,5,
TYPE I DATE INSPECTOR
BUILDING
FOUNDATION
REINFORCED STEEL
MASONRY
GUNITE OR GROUT
SUB FRAME 0 FLOOR 0 CEILING
SHEATHING 0 ROOF 0 SHEAR
FRAME
EXTERIOR LATH
INSULATION
INTERIOR LATH & DRYWALL
PLUMBING
O SEWER AND BLJC9 0 PCO
UNDERGROUND 2rWASTE DIWATER
TOP OUT 0 WASTE 0 *ATER ) 14'4 11.J,
TUB AND SHOWER PAN
GAS TEST
WATER HEATER 0 SOLAR W\TER
ELECTRICAL
ELECTRIC UNDERGROUND Oi UFFER
ROUGH ELECTRIC
ELECTRIC SERVICE 0 TEMPORARY
BONDING 0 POOL i
MECHANICAL
DUCT & PLEM., 0 REF. PIPING
HEAT - AIR COND. SYSTEMS --
VENTILATING SYSTEMS
CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE
ITEMS ABOVE HAVE BEEN APPROVED
FINAL
PLUMBING
ELECTRICAL
MECHANICAL
GAS I 4j
BUILDING
SPECIAL CONDITIONS
FIELD INSPECTION RECORD
-REQUIRED SPECIAL INSPECTIONS INSPECTORS NOTES
INSPEC I N REQ. IF INSPECTORS DATE
- CHECKED APPROVAL r -
SOILS COMPLIANCE PRIOR TO
FOUNDATION INSP
STRUCTURAL CONCRETE - . ••
OVER 2000 PSI
PRESTRESSED
CONCRETE
POST TENSIONED
CONCRETe
FIELD WELDING
HIGH STRENGTH
BOLTS
SPECIAL MASONRY
PILES CAISSONS
DEVELOPMENT PROCESSING SERVICES DIVISION
2075 LAS PALMAS DRIVE
CARLSBAD, CA 92009-4859
(619)438-1161
MISCELLANEOUS FEE RECEIPT
Applicant Please Print And Fill In Shaded Area Only
JOB ADDRESS !7 3 c fle (,4uLiY L,tl. PLAN ID NO.
ASSESSOR'S
PARCEL NO. 156e- 7-20-
OWNER
2697 10/26/88 0001 01 05 OWNER'S MAILING .
ADDRESS rO. Misc 620-00 c 14 5 ?A
CITY ()
s 4,1/ &-D ZIP TEL. 722- VALIDATION AREA
CONTRACTOR
ESTMATED VALUATION 72 QO
CONTRACTOR'S
MAILING qcv- 001-810.00.00-8821 I,/27 ADDRESS PLAN CHECK FEE
IF THE APPLICANT TAKES NO ACTION
WITHIN 180 DAYS, PLAN CHECK FEES
CITY ZIP TEL. WILL BE FORFEITED.
STATE BUSINESS
LICENSE NO. LICENSE NO.
SUBDIVISION ' LOT(S) S -
LEGALDESCRIPTION _L_-/ CHECK IF SUBMITTED:
(c ,"44-P - /4(/,2 I 2 ENERGY CALCS
El 2 1987 ENERGY CALCS
.FORNONRESIDENTIALBLDGS
2 STRUCTURAL CALCS DESCRIPTION OF WORK
2 SOILS REPORTS
\I TH_24o -_£•b _p 2 SELF ADDRESSED ENVELOPES
5c_z
DATE GIVEN! DATE SENT TO APPLICANT
CONTACT PERSON JL 4t174'S LA COSTA LETTER
ADDRESS /Z/''"'V'_4 / SCHOOL FEE FORM
(iq) P & E CORRECTIONS LIST
CITY Lish-TEL.
CERTIFICATE OF OCCUPANCY
DATE
White- File Yellow,- Applicant Pink - Finance Gold - Assessor
CASHIER'S VALIDATION
SEWER PERMIT APPLICATION
Development Processing
Services Division
2075 Las Palmas Drive
Carlsbad, CA 92009-4859
(619) 438-1161
APPLICANT TO FILL IN SHADED AREA SEWER PERMIT NUMBER: SE I
BUILDING PLAN CHECK NUMBER: PC )
BUILDING ADDRESS: l 1 ft 1 e
' BUILDING TYPE:
NUMBER OF EDU'S: -
OWNER: (__ (QPJ 'C!,fc'c ,',1.j,-3 ri
ZE4a1'l1' )ITL)rcç
MAILING ADDRESS: P C). i2 .J' 44
CA,.LSL,qL)
CONTRACTOR: ____________________________
MAILING ADDRESS: ______________________________
LEGAL DESCRIPTION: A1ct .,-"E;;3 2525
r, 4- 0
(V3 * i4(W
ASSESSORS PARCEL NUMBER: 'AP 2 ZO -
CALCULATIONS:
-
CONNECTION FEE
COST PER UNIT _________ x _________ UNITS
LATERAL CHARGE:
TOTAL CHARGES:
PREPARED BY:
'(PRINTED NAME)
COMMENTS: ' ' t. Ii V i. v i. .. V.—
'&,. • ,. 7if)
WHITE: DPS GREEN: Finance CANARY: Water PINK: Building GOLD: Applicant
4
F.
FINAL BUILDING INSPECTION
PLAN CHECK NUMBER: 881430 3-24-89 DATE:
Kingdom Hall PROJECT NAME:
ADDRESS: 1735 McCauley Lane
PROJECT NO.: _________________ UNIT NUMBER: _________________ PHASE NO.:
TYPE OF UNIT: Church Hall NUMBER OF UNITS:
CONTACT PERSON: Paul Beltas
CONTACT TELEPHONE:
/ 7585837
All Departments
INSPECTED
BY:
DATE MAR. MAR. 3 0 1989 _________________________ _____________ APPROVED DISAPPROVED
INSPECTED DATE
BY: INSPECTED: ____________ APPROVED ______ DISAPPROVED
(_
INSPECTED DATE
BY: _______________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED
Costa Real Municipal Water Distr:cj
COMMENTS: Engineering Department
(619) 4383367
COSTA REAL
MUNICIPAL WATER DISTRICT
Rev. 1186 WHITE: Suspense Water EN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire
FINAL BUILDING INSPECTION
PLAN CHECK NUMBER: 881430
DATE: 3-24-89
PROJECT NAME: Kingdom Hall
ADDRESS: 1735 McCauley Lane
PROJECT NO.: _________________ UNIT NUMBER: _________________ PHASE NO.:
TYPE OF UNIT: Church Hall NUMBER OF UNITS:
CONTACT PERSON: Paul Beltas
CONTACT TELEPHONE: 7585837
All Departments - -
INSIP
BY: __ DATE
____ INSPECTED: ._'_-5 APPROVED ______ ______ DISAPPROVED
INSPECTED DATE
BY: _______________________ INSPECTED: ____________ APPROVED DISAPPROVED
I
INSPECTED DATE
BY: INSPECTED: ____________ APPROVED ______ DISAPPROVED
COMMENTS: -
Rev. 1166 WHITE: Suspense BLUE: Water District Engineering CARv: Utilities PINK: Planning GOLD: Fire
J
£f - I -•---r.i' - - -.-..----- fr1-..,_j_•'I'1_'"_• 'V
FINAL BUILDING INSPECTION
PLAN CHECK NUMBER:
PROJECT NAME:
ADDRESS:
881430
-
DATE: 3289
K1n9d0rn Hall
1735 McCauley Lane
PROJECT NO.: _________________
TYPE OF UNIT:
CONTACT PERSON:
CONTACT TELEPHONE:
UNIT NUMBER: _________________ PHASE NO.:
Church Hall NUMBER OF UNITS:
Paul 13e1tas
7585837 -
All Departmbnts
INSPECTED
INSPECTED
BY: _______________________
INSPECTED
BY: _______________________
INSPECTED: ___________ tAPPROVED _____ DISAPPROVED
DATE
INSPECTED: ____________ APPROVED ______ DISAPPROVED
DATE -
INSPECTED: ____________ APPROVED ______ DISAPPROVED
COMMENTS:
Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Militia PINK: Planning GO : Fire -
1Jr*-.•.-:4_.'
ft
FINAL BUILDING INSPECTION RECEIVED MAR 2 7 1989
PLAN CHECK NUMBER: 681130 DATE: 32489
Kindom PROJECT NAME: i4dI
ADDRESS: 1735 McCauley Lane
PROJECT NO.: UNIT NUMBER: _________________ PHASE NO.:
TYPE OF UNIT: Church Hall _____________________________ NUMBER OF UNITS:
CONTACT PERSON: Paul Bolus
y
CONTACT TELEPHONE: 758-5837
Al! Departments
INS
BY:
PECTED
____
DATE
__ APPROVED DISAPPROVED INSPECTED: ______
INSPECTED~j DATE
BY: _______________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED
INSPECTED DATE
BY: ______ INSPECTED: APPROVED ______ DISAPPROVED
COMMENTS:
- I
Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Plan OD: Fire
--
Testinq Engineers—San Diego GEOTEC1TNICAL DEPARTMENT
r
3467 Kurtz St PG Box 80985 San Diego Ca 92138 (619) 225-9641
FIELD REPORT
JOB NAME_AOtJA JOB No 7S 7
PURPOSE OF SITE VIsur
pcf 4/'- s
iL' •Ae ci'n /r/ ,4 "i,c.-, ~, ,Wfd -,j,4rc( /e,6r
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f# c A) 74.c. ViJc
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Al -.
NAME ___________________________________________ DATE ' 7
4 _?
rJI
Testing Engineers—San Diego
A Division of United States Testing Company, Inc.
_____ 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (619) 225-9641
_____ 2956 Industry Street, Oceanside, California 92054 (619) 757-0248
January 27, 1989
Carlsbad Congregation Jehovah's Witnesses
do Thomas F. Rowe
P.O. Box 4656
Oceanside, CA 92054
Subject: Plan Review
Carlsbad Kingdom Hall of Jehovah's Witness
Carlsbad, California
Gentlemen:
We have reviewed the plans prepared by John H. Hacker, Civil
Engineer, for the subject project and have found., that the
foundation recommendations contained in the Geotechnical
Investigation prepared by Testing Engineers-San Diego, dated
April 18, 1987 for the •proposed development have been
incorporated into the plans.
We appreciate this opportunity to be of service to you. If you
should have any questions, please contact the undersigned at
your convenience.
Respectfully Submitted,
¼.
s L. Welch RCE C040236
Geo echnical Department Manager
JLW/mhfd
nI
Testing Engineers—San Diego
A Division of United States Testing Company, Inc.
3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (619) 225-9641
2956 Industry Street, Oceanside, California 92054 (619) 757-0248
January 27, 1989
Carlsbad Congregation Jehovah's Witnesses
do Thomas F. Rowe
P.O. Box 4656
Oceanside, CA 92054.
Subject: Plan Review
Carlsbad Kingdom Hall of Jehovah's Witness
Carlsbad, California
Gentlemen:
We have reviewed the plans prepared by John H. Hacker, Civil
Engineer, for the subject project and have found that the
foundation recommendations contained in the Geotechnical
Investigation prepared by Testing Engineers-San Diego, dated
April 18, 1987 for the proposed development have been
incorporated into the plans.
We appreciate this opportunity to be of service to you. If you
should have any questions, please contact the undersigned at
your convenience.
Respectfully Submitted,
cd C040236
Geot hnical Department Manager
JLW/mhfd
tS fC/Jc
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 5601468
DATE: J- _. P DAPPLICANT
SDTC
JURISDICTION: C-IT7 0
IFILE
PLAN CHECKER
COPY
PLAN CHECK NO: SET: '-- DUPS
ODES IGNER
PROJECT ADDRESS:/75ç LA)
PROJECT NAME: JC-VVftH 1/7 5S'
D The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
U The plans transmitted herewith will substantially comply
with the jurisdiction's building codes when minor deficien-
cies identified - are resolved and
checked by building department staff.
D The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
D The check list transmitted herewith is for your informatIon.
The plans are being held at Esgi]. Corp. until corrected
plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
Esgil staff didnot advise the applicant contact person that
plan check has been completed.
El Esgil staff did advise applicant that the plan check has
been completed. Person contacted:______________________
Date )2ontacted: Telephone *
REMI4KS: 1LL.. %i17S O1II ..z
F6
11
By: fl&tLfE&r? Enclosures:
ESGIL CORPORATION
-i--- 2-2'—c9
P.,q-iJ-
ESGIL COIPORATION
9320 CHESAPEAkEpR., SUITE 208
SAN DIEGO, CA$)2I23
(619)5601468
DATE: CIL APPLICL!
URISDICT
JURISDICTION: C (7€.7 PLAN C HEC
OFILE COPY
PLAN CHECK NO: Zf / 4-3D SET: JJ.. DP
DDESIGNER
PROJECT ADDRESS:/73$ LV.
PROJECT NAME: C-' - J,,H's 7A) e,
E] The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
D The plans transmitted herewith will substantially comply
with the jurisdiction's building codes when minor deficien-
cies identified are resolved and
checked by building department staff. -
D The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
U The check list transmitted herewith is for your information.
The plans are being held at Esgil Corp. until corrected
plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
PA
• /z/2 /A4o1 J/J 1//T,4 C4
0 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:7,q1L
av Date contacted: Telephone it (rn) f"KLC
REMARKS:- c,#&1 e/.7 P' t//
COo7,ous p-/-o-1 714er Oe-/fA-)i, C./?CJc- Z.,147-.-
By: t7-66- LAOC 1c, A) 7-a Enclosures:
ESGIL CORPORATION
z-2_Z?
S.
P- 14-3P ejj
C., (i..i
&.S2 7 vi.'c.a°cC d4&#!
- 0 .11V
1 A 7,'
- 7'€tP'4r 7
90 Ili/ 1'?d'f AJor,.'4 /'2ca't
?_J7#2
/44iiJ$ £2 ,vaY Si.,oc A 8'k.
— i4LC c.)1rH 2)V 11CT4C.. 410
As ?A . / AJ LP2 4 V 44CS /4 p.J ,
iO,oie #?44 C.c..34S ,4J01 ç?Ju
-
5, Ci 1t. pi &i.,q L rs a F f 4iJS /7-A) D C 4 1 c f f0f—
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T
— /
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f-- *e'- — 387 SF
01 77 a AJ-P 1c / ) 7
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JURISDICTION: C/7 O C,&ILD
PLAN CHECK NO: 2' - H450 SET: L
ON
ER
FILE COPY
UPS
DESIGNER
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 5601468
DATE: ICANT
PROJECT ADDRESS: /755- 1-4 LA.!.
PROJECT NAME: C&-LfCH i',1L/c
E The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
The plans transmitted herewith will substantially comply
with the jurisdiction's building codes when minor deficien-
cies identified are resolved and
checked by building department staff.
D The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
U The check list transmitted herewith is for your information.
The plans are being held at Esgi]. Corp. until corrected
plans are submitted for recheck.
, The applicant's copy of the check list is enclosed fo the
/ jurisdiction to return to the applicant contact perso1.
The applicant's copy of the check list has been sent to:
#LCL
-
//f Hc-/'-roi1_&AWGr V/41 C?L .9 ,g
ft Esgil staff didnot advise the applicant contact person that
plan check has been completed.
0 Esgil staff did advise applicant that the plan check has
been completed. Person contacted: ?4L4L 6ee7'1
Date contacted: Telephone # (6/11)75-S.37
REMARKS:
By: R6&it/JT Enclosures:
ESGIL CORPORATION
/0 - 17- a'r
PLAN CHUM MD.
JURISDI: C I 7t'J 0
Cmas 6,4? L)
1: P'- 7/.S
'2/2 /-1/-co1 tv
V/S7,9, C. 9!c2
ULMABIZARE&: 6, 200 SP
Date plans received by jurisdiction:
Date plans received by Esgil Corp.:/ 0 - 27 -29
Date initial plan check completed:
II//D/ZfBy: /i- -jr-
Applicant contact person:
p1q IX L =(7/
Tel.'i) 7 5 -S-Z37
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
disabled. The plan check is based on regulations
enforced by the Building Inspection Department.
You may have other corrections based on laws and
ordinances enforced by the Planning Department,
Engineering Department or other departments.
Present California law mandates that construction
comply with Title 24 and the applicable model code
editions adopted, with or without changes, by the
various state agencies authorized to propose
building regulations for enforcement at the local
level. Code sections cited are based on the
1985 UBC.
The circled items listed need clarification,
modification or change. All items must be
satisfied before the plans will be in conformance
with the cited codes and regulations. Per Sec. 303
(c), 1985 Uniform Building Code, the approval of
the plans does not permit the violation of any
state, county or city law.
OCCUPANCY: P - 13
JflDThG USE: (2-HIA I2 h'
TYPE OF IbuaIIC:V_Al
ACTUAL ARE&:327 2-Sff
- #
BEI: I -
iJO
OCCUPANT IDD: _
RIARES: 7I)CI c&--rc -
To seeed up the recheck process. note on this list
for a cony) where each correction item has been
addressed • i.e. • elan sheet, specification • etc.
Be sure to enclose the marked up list when you
submit the revised plans.
NOTE: PAGE VIKOERS ARE NOT IN maijusMZ AS PAGES HAVING NO MM NMI= icxLOlIS W
List No. 80, GAL COMMERCIAL, WITHOUT ENERGY OR LOCAL ORDINANCE OR POLICY SUPPLEMENTS
JURISDICTION 041z,51 D
PLAN CHECK NO.
DATE I(— 10—RI
BUILDING AREA, HEIGHT AND STORIES DATA SHEET
?VPP OF CONATRUCTION/ALLOWARLE AREA ANALYSIS
BuildingDesignation
TypeConstruction Shown V'-_P)
Number of Stories and Height I -
Basic Allowable Area
Increases
For Multi-Stories
For Yards Feet Onsides
ForSprinklers
TotalAllowableArea C 0t91
ActualAreaTotal 3871
AreaSeparationWalls Yest YesNo YesNo Yes _No Yes No
Over Over Area Yes <930 YesNo Yes No Yes No YesNo
Over Height Yes J' Yes No Yes No YesNo YesNo
Over Stories Yes 40 Yes No Yes No Yes No Yes No
Building Use
,Occupant Load
)ccupancy 1 4 -
DS987
A.
G
'PLANS
Please make all corrections on the original
X. Provide a note with the building data legend
stating that yards used for area increases
tracings and submit two new sets of prints, and shall be permanently maintained.
any original plan sets that may have been
returned to you by the jurisdiction, to: 10. Provide a note on the plans indicating if any
hazardous materials will be stored and/or used
Esgil Corporation, 9320 Chesapeake Drive, within the building which exceed the
Suite 208, San Diego, California 92123, quantities listed in UBC Table 9-A.
(619) 560-1468. C. SITE PIlE
Please make all corrections on the original
tracings and submit two new sets of prints, and Provide a fully dimensioned site plan drawn to
any original plan sets that may have been scale. Show north arrow, property lines,
returned to you by the jurisdiction, to: easements, streets, existing and proposed
buildings and structures.
The jurisdiction's building department. Provide a statement on the site plan stating:
B. (AL "All property lines, easements and buildings,
both existing and proposed, are shown on this
G Provide the site address and a vicinity sketch site plan".
on the Title Sheet.
G Provide the names, addresses and telephone
13. Clearly designate on the site plan existing
buildings to remain, existing buildings to be
numbers of the owner and the responsible design demolished, buildings to be constructed under
professionals on the Title Sheet. this permit and any proposed future buildings.
5. All sheets of the plans and the first sheet of Clearly designate any side yards used to
based the calculations are required to be signed by justify increases in allowable area on
the California licensed architect or engineer Section 506.
responsible for the plan preparation. Please
include the California license number, seal, 15. Show on the site plan all proposed walls,
date of license expiration and the date the retaining walls and fences. Specify their
plans are signed. Business and Professions heights on the plans. Provide construction
Code. details if a part of this permit.
.4 Indicate on the Title Sheet whether or not a 16. Clearly dimension building setbacks from
grading permit is required for this project. property lines, street centerlines, and from
all adjacent buildings and structures on the
7. Show on the Title Sheet all buildings, site plan.
structures, walls, etc. included under this
application. Any portion of the project shown the included the 17. Show and dimension on the site plan all
building including eaves, on site plan that is not with projections
building permit application filed should be balconies, cornices and similar appendages
clearly identified as "not included" on the extending beyond the exterior walls.
site plan or Title Sheet. j Show on the site plan, or provide the grading
8. Provide a Building Code Data Legend on the plans, showing finish floor elevations,
Title Sheet. Include the following code elevations of finish grade adjacent to
information for each building proposed: buildings, drainage patterns and locations and
I? gradients of cut or fill slopes.
Occupancy Group
Description of Use 19. Show dimensioned parking layout including any
Type of Construction required disabled access spaces.
Sprinklers: Yes or No
Stories 20 Show the location of any designated flood
Height plains, open space easements, or other
Floor Area development restricted areas on the site plan.
Justification to exceed allowable area in Table 21. Provide a reference on the site plan to any
5-C. (if applicable) details or specifications for required site
improvements to comply with the Title 24
Justification to exceed allowable height or disabled access requirements.
stories in Table 5-D. (if applicable)
5. Oi-I-cic... FHsJi4L S1 o PLAAJS 0/4 tL41-
7/29/87 2
D. IOcAT1cO Pri
When two or more buildings are on the same
property, the buildings shall have an assumed
property line between them for the purpose of
determining the required wall and opening
protection and roof cover requirements, per
Section 504 (c). An exception is provided if
the combined area of the buildings is within
the limits specified in Section 505 for a
single building. If this acception is used,
show how the building(s) will comply with
Section 505.
When a new building is to be erected on the
same property as an existing building, the
location of the assumed property line with
relation to the existing building shall be such
that the exterior wall and opening protection
of the exisiting building meet the criteria of
Table 5-A and Part IV. Section 504 (c).
$ Buildings over one story and containing courts
shall have an assumed property line for the
purpose of determining required wall and
opening protection of court walls, per Section
504 (c). See possible exception. Please show
how the court walls will be made to comply with
Section 504 (c).
25. The exterior walls less than 4-0 feet to a
property line or an assumed property line,
shall be I—l1 fire-rated construction. Section
1-2-. 03.
Exterior walls shall have a 30 inch parapet
when less than tO feet to a property
line or an assumed property line. The
uppermost 18" of such parapets shall be noncombustible. (see exception, Section 1709.)
The exterior wall shall have protected openings
(3/4 hour) when closer than 10 feet to a
property line or an assumed property line.
Section 7-7— 03.
The exterior walls shall have no openings when
closer than c feet to a property line or
an assumed property line. Openings include
windows, doors, scuppers, vents, etc.
Section_2-2-03.
Eaves over required windows shall be not less
than 30 inches from side and rear property
lines. Section 504 (a).
Combustible projections located where openings
are required to be protected shall be heavy
timber or one-hour construction.
Section 1710.
Projections may not extend more than 12 inches
into areas where openings are not allowed.
Section 1710.
Projections over public property must comply
with Chapter 45.
)o Projections may not extend more than one-third
the distance from the exterior wall to the
property line or one-third the distance from
an assumed vertical plane located where fire-
resistive protection of openings is first
required, whichever is least restrictive.
Section 504 (b).
Fire-resistive exterior wall construction
shall be maintained through attic areas.
Section 4304 (c).
When openings are required to be protected due
to location on property, the sum of openings
shall not exceed 50 percent of the total area
of the wall in each story. Section 504 (b).
A covered pedetrian walkway must comply with
the requirements in Section 509.
Exterior exit balconies cannot be located in
an area where openings are required to be
protected. Section 3305 (i).
Exteror stairways shall not project into yards
where protection of openings is required.
Section 3306 (n).
126. Yards or courts serving as required exits for
10 or more occupants must be at least 10 feet
wide or have walls of one-hour construction
for a height of 10 feet above the court or
yard grade. Openings shall be protected by
fire-assemblies having a rating of not less
than three-fourths-hour. Section 3301 (b)
definition and Section 3311 (d).
Structural elements exposed in walls required
to be fire-resistive construction due to
location on property must have the same fire-
resistive rated protection as the wall, or as
required for the structural frame for the type
of construction, whichever is greater.
Table 17-A footnote 1, and Section 1702.
,4. Openings for scuppers, mechanical equipment
vents, foundation vents and similar openings
have to be protected where openings are
required to be protected.
Table 5-A, Section 03.
E. BU33LDIM AREA
When a building has more than one occupancy,
the area shall be such that the sum of the
ratios of the actual area divided by the
allowable area for each occupancy shall not
exceed one. Section 503 (a).
41 As shown, the building(s) is/are over area for
the Type of Construction shown. Table 5-C.
7/29/87 3
).? Parapets of area separation walls shall have
noncombustible faces for the uppermost 18
inches, including counterf lashing and coping
materials.
See the attached article, "Area Separation
Walls Revisited", and incorporate appropriate
data and details on your plans.
Provide complete details of the area separation
wall(s) to show compliance with Section 505 (e)
1-5.
Provide a note on the plans stating: "Plumbing
and conduit penetrations of the area separation
wall shall be of copper or ferrous. No plastic
pipe may penetrate the area separation wall".
Section 4304 (e).
BUMIM B/STORIES
Clearly show the maximum building height based
on the definition in Section 409.
Clearly show if the lower level is a basement
or story, based on the definitions in Section
403 and 420.
Plot the finish grade (adjacent ground level)
on the elevations and dimension the distance to
the floor above for story determination. See
definition of grade, Section 408.
The height and number of stories cannot exceed
that shown in Table 5-D. Show the code basis
for the height/number of stories as shown.
One additional story would be permitted beyond
that shown in Table 5-D if the building is
sprinklered throughout and the sprinkler system
is not otherwise required by Section 506 (area)
or Section 508 (substitute for one-hour).
Section 507.
Towers, spires and steeples shall comply with
Section 507, Exception 1.
FIRE-RESIsnvs cZ1ISIO
fr Where one-hour fire-resistive construction is
required, an approved automatic sprinkler
system, when not otherwise required, may be
substituted for the one-hour construction.
However, the fire sprinkler system shall not
waive or reduce fire-resistive requirements
for: occupancy separation, exterior walls due
to location on property, area separation walls,
shaft enclosures, corridor protection, stair
enclosures, corridor protection, stair
enclosures, exit passageways, type of
construction separation per Section 1701 and
atriums constructed in accordance with Section
1715. Section 508.
Provide details of the one-hour fire-resistive
construction. Include roou/oeiling
flr/c9il&B assemblies,' wall
assemblies, pnt and heam
Detail how one-hour fire-resistive wall
construction is maintained at built-in wall
fixtures and behind mailboxes, fire
extinguisher cabinets, electric panels
exceeding 16 square inches in area, etc.
Section 4304 (e)..
Detail and reference ICBO number or other
approval for horizontal fire assembly using
trusses. Section 4303 (b) 6.
Detail how fire-resistive wall and ceiling
protection will be maintained at all duct
penetrations such as at bathroom and kitchen
hood fans, laundry room fans and dryer vents.
Also detail recessed light fixtures.
Section 4303 (b) 6.
Roof/ceiling and floor/ceiling assemblies must
be of one-hour construction. Detail fire
assemblies on plans along with their ICBO
number or other I.D. number from the Fire-
Resistive Design Manual published by the
Gypsum Assoc. or U.L. number or item number
from Table 43-C. UBC.
Detail water heater vents located inside fire-
resistive wall construction or within fire-
resistive shafts. Section 1706 (a).
Detail pre-fabricated fireplace flues within
individual fire-resistive shafts and specify
fire-stopping around fireplace box opening.
Section 4304 (e).
Clearly identify location and hourly fire-
resistive rating of vertical shafts on the
plans. Provide construction details showing
location of fire dampers and how fire
resistivity will be maintained at floors and
roofs. Section 1706.
Detail column fire protection per Table 43-A
in the UBC and specify column impact
protection in garage areas per Section 4303
(b) 5. As a minimum, show a 22 ga. steel
jacket around each column to a height of 3
feet above the ground for impact protection.
Structural members such as beams supporting
more than one floor or roof must be
individually fire protected. (Section 4303
(b) 6.) Detail required protection.
7/29/87 5
l. Total width of exits in feet shall be not less
" than total occupant load served divided by 50.
Tributary occupant load from basements and
stories above shall be per Section 3303 (b) and
the maximum width required for any story
shall be maintained.
No point in the building shall be more than 150
feet (200 if sprinklered) from an exterior
exit, horizontal exit, enclosed stairway or
exit passageway, measured along the path of
travel. This may be increased 100 feet if last
150 feet is in a corridor. Section 3303 (d)
(See exceptions).
Double acting doors are not allowed when
serving a tributary occupant load of more than
100, or when part of a fire assembly, or part
of smoke and draft control assemblies or when
equipped with panic hardware. Section 3304
(b).
Exit doors should swing in the direction of
egress when serving an occupant load of 50 or
more or when serving any hazardous area.
Section 3304 (b). See doors
120. Exit doors should be openable from the inside
without the use of a key special knowledge, or
effort. Section 3304(c5 [Note that exit doors
serving 10 or less occupants may have a night
latch, dead bolt, or security chain per Title
24 2-3304 (c).]
321. Exit doors from assembly rooms with 50 or more
occupants shall not be provided with a latch or
lock unless it is panic hardware. Section
3318.
1. All doors and gates, within the exit path from
an assembly room to a public way, shall not be
provided with latches or locks unless they are
equipped with panic hardware. Section 3318.
12$' Exit doors should be a minimum size of 3 feet
f by 6 feet 8 inches with a minimum door swing of
90 degrees. Maximum leaf width is 4 feet.
Section 3304 (e).
1 2fl The net dimension (clear width) at doorways
I should be used in determining exit widths
required by Section 3303 (b). Section 3304
(e). In consideration of door thicknesses,
panic hardware, door swing, etc., the required
exit widths have not been furnished • See door
12). Regardless of occupant load, a floor or landing
f not more than 1 inch (112-inch if disabled
access is required) below the threshold is
required on each side of an exit door. Section
3304 (h).
14. When a door landing serves an occupant load of
50 or more, doors in any position shall not
reduce the landing dimension to less than one
half its required width. Section 3304 (i).
21. Door landings shall have a length measured in
the direction of travel of not less than 44
inches. Section 3304 (i).
1)4. Doors should not project more than 7 inches
into the required corridor width when fully
opened, nor more than one-half of the required
corridor width when in any position. Section
3305 (d).
1,Z. Revolving, sliding and overhead doors are not
permitted as exit doors if the occupant load
exceeds 9 or the exit door serves a hazardous
area. Section 3304 (g).
Ramps required by Table 33-A shall not exceed
1:12; other exit ramps 1:8. Ramps steeper
than 1:15 shall have handrails as required for
stairways. Minimum size landings and landing
clearances must be provided. Section 3307.
33.. Stairway width must be at least 44 inches when
serving 50 or more occupants; 36 inches when
less than 50. Section 3306 (b).
Seventy eight inch minimum' headroom clearance
for stairways should be indicated on the
plans. Section 3306 (p). Note that this is
from a plane tangent to the stairway tread
nosing.
3/3. Stairway handrails should not project more
than 3-1/2 inches into the required width.
Trim and stringers may not project more than
1-1/2 inches. Section 3306 (b).
l7. Enclosed usable space under interior or
exterior stairways should be protected on the
enclosed side as required for one-hour fire-
resistive construction. Show 2 x G 16" o.c.
nailers. Section 3306 (m) (n).
ifi. Landings should not be reduced in width more
than 7 inches by a door when fully open.
Section 3304 (i).
3/6. Stairways from upper levels which extend below
the level from which egress from the building
is provided, shall have an approved barrier to
preclude exiting into such lower levels.
Section 3306 (h) & 3309 (e).
317. Vertical distances between stairway landings
are limited to 12 feet. Section 3306 (i).
8/15/88 8
.44 Corridors and exterior exit balconies serving
10 or more occupants must be a minimum 44
inches wide and 7 feet high to the lowest
projection. Section 3305 (b).
11,Sd. When a corridor or
accessible to the
elevation shall be
Section 3305 (f).
iy(. Corridors serving 30 or more occupants shall
have walls and ceilings of one-hour
construction except:
Corridors greater than 30 feet wide when
the occupants have an exit independent
from the corridor.
Exterior sides of exterior exit balconies.
C. corridor walls and ceilings need not be of
fire-resistive construction within office
spaces having an occupant load of 100 or
less when the entire story in which the
space is located is equipped with an
automatic sprinkler system throughout and
smoke detectors are installed within the
corridor in accordance with their listing.
Section 3305 (g).
1. One-hour fire-rated corridors shall have door
openings protected by tight-fitting smoke and
draft control assemblies rated 20 minutes,
except openings in interior walls of exterior
exit balconies. Doors shall be maintained
self-closing or be automatic-closing by action
of a smoke detector per Section 4306 (b).
Doors shall be gasketed to provide a smoke and
draft seal where the door meets the stop on
sides and top. Section 3305 (h).
Total area of all openings, except doors, in
any portion of an interior corridor, shall not
exceed 25 percent of the area of the corridor
wall of the room which it is separating from
the corridor. Such openings shall be protected
by fixed, approved 1/4 inch thick wired glass
installed in steel frames. Section 3305 (h).
iØ. Elevators serving more than two stories shall
not open into required one-hour exit corridors
unless protected by an approved smoke/draft
control door system. In high rise buildings
refer to Section 1807 (h). Section 3305.
1)4'. Duct penetrations of fire-rated corridor walls
and ceilings shall have fire dampers per
Section 4306 (j).
l,. One-hour corridors shall not be used as an
integral part of a duct system. This includes
the space above a dropped ceiling within the
one-hour corridor. UMC Section 706 (b).
34. Provide a complete architectural section of
the corridor, and exterior exit balcony,
showing all fire-resistive materials and
details of construction for all floor, walls,
roof and all penetrations. Section 3305 (g).
4. Ceilings of combustible materials cannot be
suspended below the one-hour corridor ceiling.
In types III or V construction fire retardant
treated wood may be used. Section 3305 (g).
38. Corridor walls may terminate at the ceiling
only if the ceiling is an element of a one-
hour fire-resistive floor or roof system.
Section 3305 (g).
When two exits are required, dead end
corridors and exit balconies are limited to 20
feet. Section 3305 (e).
L JaT SIGNS
161 Exit signs are required for exits serving an
occupant load exceeding 49. Show all required
exit sign locations. Section 3314 (a). -
30'. Show that exits are lighted with at least one
foot candle at floor level. Section 3313 (a).
l(. Show that the power supply for exit
3 illumination and exit signs is provided by two
separate circuits. (Occupant load exceeds 50
in I occupancies, 100 in H occupancies and 300
in all others). Section 3313 (b) 1.
1. Show separate sources of power for exit
/ illumination and exit signs. (Occupant load
exceeds 999 in A-i, 500 in A-2/2.1, 750 in
churches, 100 in I's and 500 in B-2
occupancies used for retail sales or offices).
Section 3313 (b) 2.
$15 • The exit sign locations as shown are not
adequate.
0.
i. Elevators shall be enclosed in a one-hour
' shaft except in Type I and Type II P.R.
construction where the elevator shall be in a
two hour shaft. Elevators in other than Group
I occupancies need not be in a rated enclosure
if serving only one adjacent floor. Section
1706.
exterior exit balcony is
handicapped, changes in
made by means of a ramp.
8/15/88 10
i,'. Every opening into an elevator shaft enclosure
shall be protected by a self-closing fire
assembly having a one-hour fire rating in one-
hour shafts and one and one-half hours in two
hour shafts. Section 1706.
11,14- Elevator shafts extending through more than two
floor levels shall be vented to the outside.
The area of vent shall be not less than 3 1/2%
of the shaft area and a minimum of 3 square
feet per elevator. Section 5104.
i. Elevators in high rise buildings shall comply
with Section 1807(b).
Every elevator lobby or entrance area shall be
provided with an approved smoke detector as
required by Section 5103(b).
17A. Doors other than the hoistway door and the " elevator car door are prohibited at the point
of access to elevator car. Section 5106.
IA Revise the number of elevator cars per hoistway
enclosure to comply with Section 5103(a).
Provide notes, details or specifications to
show the elevator will comply with UBC Sections
5102-5106 and Title 24 Section 2-5102 through
2-5105.
I,$. Provide clear inside elevator car dimensions as
required by U.B.C. Section 5103(d) 6 and Title
24 2-5103(m).
One elevator in buildings more than three
stories or buildings where disabled access
is required to upper level(s): 61-8" by
4'-3" with a minimum clear opening width of
42".
Elevators other than in (a) above serving
an occupant load over 50 shall have a
minimum inside platform of 5 feet 8 inches
wide by 4 feet 6 inches deep. The minimum
clear door width shall be 36 inches.
Elevators other than in (a) above serving
less than 50 occupants shall have a minimum
inside platform of 4 feet 6 inches by 4
feet 6 inches and a minimum clear door
width of 2 feet 8 inches.
P. GLASS AND GLAZnG
i/s. Specify on the window schedule the glass type
and thickness to show compliance with Table 54-
A and B.
Glazing, in the same wall plane as a door, must
be safety glazing if within 12" of the door and
less than 60" above the walking surface, unless
the glazing is leaded or faceted glass.
Section 5406 (d) 6.
1).V Glass in excess of 9 sq. ft. with the lowest
edge less the 18 inches above a• walking
surface shall be safety glazing or shall have
a horizontal number not less than 1-1/2 inches
in width and located between 24 and 36 inches
above the walking surface. Section 5406 (d)
7.
Q. ROOF
A fire-retardant roof covering is required.
See exceptions under Section 3202 (b).
3 1g. Specify roof pitch.
1pr. Roof pitch is not adequate for roof covering
specified. Specify minimum pitch of
Specify roof material and application.
182. Specify ICB0, UL or other recognized listing
approval number for roof materials not covered
in UBC.
,of Specify roof slope for drainage or design to
support accumulated water. Section 3207 (a).
81. Show roof drains and overflows. Size drains
per Appendix D of UPC. Section 3207 (a).
)415". Show the legal basis to allow roof drainage to
flow onto the adjacent property.
186. Draft stop roof/ceiling area, attics,
mansards, overhangs, false fronts and similar
to limit area to 3,000 sq. ft. or 60 LF (9,000
sq. ft and 100 12, if sprinklered). Section
2516 (f).
B-2 and B-4 occupancies with over 50,000 sq.
ft. of undivided area and H occupancies over
15,000 sq. ft. of single floor area shall have
smoke and heat vents per Section 3206.
34. Provide skylight details to show compliance
with Chapter 34 and Section 5207 or provide
ICBO or other recognized approval listing.
Provide plastic roof panel details to show
compliance with Section 5206 or provide ICB0
or other recognized approval listing.
190. Show attic ventilation. Minimum vent area is
1/150 of attic area or 1/300 of attic area if
at least 50 percent of the required vent is at
least 3 feet above eave or cornice vents.
Section 3205 (c).
4. Provide a minimum 22" x 30" attic access
' opening (or 30" x 30" if equipment is in
attic). Section 3205 (c).
!gz. f'froi', C>C 1?/- C P30 AI'P1O Lrn (- ,J2, 0 F He- i7.
o or.
8/15/88 11
R. FnM EX7331=
!fl~. Fire sprinklers are required for any story or
basement when the floor area exceeds 1,500 sq.
ft. and there is not provided at least 20 sq.
ft. of opening entirely above the adjoining
ground in each 50 lineal feet or fraction
thereof of exterior wall on at least one side,
or when openings are provided on only one side
and the opposite side is more than 75 feet
away. Section 3802 (b).
1/3. Fire sprinklers are required in a basement if
any portion of a basement is more than 75 feet
from openings in an exterior wall. Section
3802 (b).
1. Fire sprinklers are required at the top of
rubbish and linen chutes and in their terminal
rooms. Chutes extending through three or more
floor shall have additional sprinkler heads
installed within such chutes at alternate
floors. Sprinkler beads shall be accessible
for servicing. Section 3802 (b).
1/5. Fire sprinklers are required in retail sales
rooms where the floor area exceeds 12,000 sq.
ft. on any floor or 24,000 sq. ft. on all
floors or in B-2 retail sales occupancies more
than three stories in height. Section 3802.
2/6 • Fire sprinklers are required in H occupancies
when exceeding the area in Section 3802 (f).
11. Provide fire sprinklers in drinking and dining
establishments when the total area of
unseparated rooms exceeds 5000 square feet.
Section 3802 (c).
iy. Provide fire sprinklers
Section 506, 507, 508 or 3802. See also
jurisdiction ordinance.
10. When serving more than 100 sprinkler heads,
automatic sprinkler systems shall be supervised
by an approved central, proprietary or remote,
station service, or shall be provided with a
local alarm which will give an audible signal
at a constantly attended location. Section
3803.
310. Provide class ______ standpipes per Section
3807. A first story as allowed by Section 702
shall be included in determining the number of
stories when determining if standpipes are
required. Section 3806.
S. FNDATICN
2X- Provide a copy of the project soil report
prepared by a California licensed architect or
civil engineer. The report shall include
foundation design recommendations based on the
engineer's findings and shall comply with UBC
Section 2905.
2ft2. Specify on the foundation plan or structural
specifications sheet the soil classification,
the soils expansion index and the design
bearing capacity of the foundation.
203 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 soil report are
properly incorporated into the plans. 1-1Jhm
r&rpiriui 1'y tha ri1
30. The foundation plan does not comply with the
following soil report recommendation(s) for
this project
3ø Provide notes on the foundation plan listing
the soils report recommendations for
foundation slab and building pad preparation.
206. Note on the foundation plan that: "Prior to
the contractor requesting a Building
Department foundation inspection, the soils
engineer shall advise the Building Official in
writing that:
the building pad was prepared in
accordance with the soils report;
the utility trenches have been properly
backfilled and compacted, and;
the foundation excavations, forming and
reinforcement comply with the soils report
and approved plan".
301. Provide spread footings for concentrated loads
designed for 1,000 psf soil bearing or per
bearing value as determined by an engineer or
architect. Chapter 29.
,26. Show height of all foundation walls. Chapter
23.
Show height of retained earth on all
foundation walls. Chapter 23.
Show distance from foundation to edge of cut
or fill slopes and show slope and heights of
cuts and fills. Chapter 29.
Note on the plans that wood shall be 6 inches
above finish grade. Section 2516 (c) 7.
8/15/88 12
Columns and posts located on concrete Or
masonry floors or decks exposed to the weather
or to water splash or in basements and which
support permanent structures shall be supported
by concrete piers or metal pedestals projecting
above floors unless approved wood of natural
resistance to decay or treat wood is used.
Section 2516 (c) 4.
Individual concrete or masonry piers shall
project at least 8 inches above exposed ground
unless the columns or posts which they support
are of approved wood of natural resistance to
decay or treated wood is used. Section 2516
(c) 4.
263 Specify plywood grade and panel identification
index. Table 25-N1 .2$.S
24 ' When roof pitch is less than 3:12, design ridge
as a beam. Section 2517 (h).
2ft(. If foundation cripple wall studs are less than
lie" framing shall be solid blocking. Section
2517 (g) 4.
2,fr6' Cripple wall studs exceeding 4 feet in height
shall be 3 inch by 4 inch or 2 inches by 6
inches when supporting 2 stories. Section 2517
(g) 4.
Show plywood sheathing over exposed eaves, or
other weather exposed areas, is "bonded with
exterior glue." Plywood used for exterior wall
covering shall be the exterior type. Section
2516 (g)3, 2516(i).
Show a weep screed at the foundation plate line
on all exterior stud walls to be stuccoed.
Section 4706 (e).
Z,Ø Ridges, hips, and valleys shall be at least one
size larger than supported rafters • Section
2517 (h) 3.
2. In open beam construction, provide strap ties
#' across the beams at the ridge support. Section
2501 (b).
V. pasc.LAs
Parking garages shall have an unobstructed
headroom clearance of not less than 71-0" above
the finish floor to any ceiling, beam, pipe or
similar construction. Section 702 (b).
Show light and ventilation, for areas
customarily used by people, will comply with
Section 605.
2J4' Show unenclosed floor and roof openings, open
and glazed sides of landings and ramps,
balconies or porches more than 30" above grade
or floor, and roofs used for other than
service to the building have 42" minimum
height guardrail, through which a 6" sphere
cannot pass, and designed for 20 lbs. per un.
ft. applied horizontally at top rail (50 lbs.
for exit facilities serving more than 50).
Section 1711. Table 23-B.
Provide platform and stage construction,
including occupancy separations and roof
vents, as per Chapter 39.
2. Pedestrian walkway shall comply with Section
I 509.
27. Provide at least one drinking fountain for
( each floor level in Group A occupancies.
Section 605.
2/9. Show that aisles and seats comply with
Sections 3315 and 3316.
2O. Buildings housing Group A Occupancies shall
' front directly upon or have access to a public
street not less than 20 feet in width. The
access to the public street shall be a minimum
20-foot-wide right-of-way, unobstructed and
maintained only as access to the public
Street. The main entrance to the building
shall be located on a public street or on the
access way. Section 603.
V. 77= 24 li&NDICAPP) AS
281 Provide note and details on the plans to show
compliance with the enclosed Handicapped
Access Check List. Handicapped access
requirements may be more restrictive than the
UBC.
X. inn=svni Ste ArrAce.o Ii,
2p(. Provide mechanical plans, plan details,
f calculations and completed forms to show
compliance with state regulations for energy
conservation.
30 . Provide electrical plans, plan details,
calculations and the completed Form 5 or CF-5
to show compliance with state regulations for
energy conservation.
2/fe. Incorporate in the plans or specifications the
attached "Title 24 Mandatory Requirements" and
the "Title 24 Construction Compliance
Statement Requirements".
Provide details of restrooms to show compliance
with Section 510 (b), regarding floors, walls
and showers.
Provide restrooms for each sex if the number of
employees exceeds 4 and both sexes are
employed. Section 705 (B occupancy).
8/15/88 15
285 Please see additional corrections, or remarks,
on the following page.
The jurisdiction has contracted with Esgil
Corporation located at 9320 Chesapeake Drive,
Suite 208, San Diego, California 92123;
telephone number of 619/560-1468, to perform
the plan check for your project. If you have
any questions regarding these plan check items,
please contact
at Esgil Corporation.
Thank you.
Enclosures:
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08/15/88 16
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CTION:_C41- L S I3PLD
PLAN WZN:_____________
Submit complete electrical plans and
specifications. ,}J7- QJJ(
4t?
Submit plan showing location of all
services.
Submit complete one-line diagram of
service and feeders;
Indicate the grounding system to be
installed for building service.
Indicate ampere interrupting capacities
(AIC) of service and subservice
equipment. NEC 230-65/110-9.
Indicate sizes of fuses and/or circuit
breakers.
Indicate fuse symbols to show fault
currents are limited to 10,000 amps on
branch circuits. i.e. JJN, LCL.
If fuses are not used to limit fault
currents on branch circuits to 10,000
amps, specify method to be used.
Submit plan showing location of all
switchboards.
Indicate dimension of switchboards and
control panels rated 1200 amperes or
more. NEC 110'16(c).
31. Submit plan showing location of all
transformers.
12. Indicate the grounding system to be
installed for transformers. NEC 250-
26(c).
D3Z:
WWLT
PLAN &X: MEN DflL.
Provide overcurrent protection on the
secondary side of transformers. NEC 240-
21/384-16(d). -
Submit plan showing location of all
panels.
Submit panel schedules.
Specify conduit and wire sizes.
Specify aluminum or copper conductors and
type of insulation.
Show approximate length of feeders.
Specify electrode conductor size and type
wire. (aluminum or copper)
Submit electrical load calculations.
Indicate existing service size.
Indicate existing building load.
Indicate new additional loads.
Indicate wiring method.
Show exit signs on the electrical
lighting plan. Note: Power for exit
lights and emergency lighting must
conform to the 1985 UBC Sections 3313 and
3314.
Provide receptacle(s) within 25' 'of the
roof mounted A/C units. U?4C Section 509.
()Provide multiple switch lighting controls
per CAC, Title 24, 2-5319.
Any questions on electrical please contact the plan checker shown above, at Esgil Corporation at (619)
560-1458. Thank you.
08/31/87
TITLE 24 HANDICAPPED ACCESS CORRECTION LIST
AIII ...L ' ci L 4) Fi.n Ca. c/ D
Item numbers cirIcd below are required for this project. See Title 24 2-iJOb-I1. Circled items do not ap,ily to floors which are not required to be han.
dkappcd accessible.
References to section numbers with prefix 72" are to Title 24, Part 2 (State BuildingCode). 1955 Edition. Prefix '3is for Part 3Stte Electrical Code).
Prefix 5" is for Part 5 (State Plumbing Code).
Exemptions claimed for ant- item shall be requested in writing and shall include all data needed to determine"unreasonable hardship" as described in
SLCtiOfl 2-422.
SITE DEVELOPMENT
2
1. HANDICAPPED PARKINC SPACES
PIZOV, PC-
See-Approved Parking Plan for layout. (Fig. 2.71.1)
cH- Provide _____ handicapped spaces. (2.7302a)06,
Space shall be so located that handicapped persons are not com-
pelled to wheel or walk behind parked cars other than their own.
(2.7102c)
Parking space shall be a minimum of 9 ft. x 18 It. with adjacent
5 ft loading zone. Double space shall be 23 It. wide. (2.7102b.
Fig. 2-71-1) -
() Maximum slope of parking surface in any direction shall not ex-
ceed ,4' per foot. (2.7102d)
() Parking space(s) shall be identified with the International Sym-
bol of Accessibility on reflectorized sign affixed to post or wall.
and also duplicated on parking surface (symbol to be 36 a
(2-7102e).
Entrance to parking facility or structure shall also have durable
metal sign stating that unauthorized vehicle(s) parking in han-
dicapped space(s) may be subject to tow-away. (2.7102e)
AC Entrance to and vertical clearance within accessible level of park-
ing structure shall be 8 ft. 2 in. to any structural member, duct
or pipe. (2-71021)
GCURB RAMPS
Curb ramps shall be located wherever pedestrian path crosses G
curb. (2-7103a)
(j) Curb ramp shall be 48 mm. width (2-7103b) with maximum
slope of! in 12 (2-7103c)
A level 48" mm. depth landing is required at lop of curb ramp
over entire curb ramp width. (2-7103d)
If no landing is provided, the slope of flared sides shall not ax-
ceed 1 in 12. (2.7103d)
() Surface is to be slip resistant. (2-71031)
(j) Border markings shall be 12 wide of '/' a 1/4- grooves. % apart,
located at top and sides. (2.7103h)
3. WALKS
Site development and grading shall be designed to provide ac-
cess to primary entrances and access to normal paths of travel
and where necary to provide access shall incorporate pedestrian
ramps, curb ramps. etc. (2.7101 a)
(j) Walks sloping greater than 5% (1 In 20) must comply with ramp
requirements of sect. 2.3307. (2.3325e
Walk width shall be 48 minimum. (2.3325a)
The maximum cross slope shall not exceed !/4 per foot. (2.3325a.3)
Cratings are not allowed whenever possible. (2.3325b)
At each gate or door a 60" a 60' level area is required when the gate swings toward the walk. (2.3325e)
A 24 clear space Is required at strike side of gate or dour. (2.3325e, Fig. 2.33-2)
A 48" a 44 deep level area is required when the gate swings away
from the walk. (2.3325e)
0 PEDESTRIAN RAMPS
A path of travel with a slope greater than 1 in 20 shall be con-
sidered a ramp. (2.3307a)
The maximum slope shall be I in 12. (2.3307c)
() The width shall be 4$" minimum. (2.3307b.3)
A 60". intermediate landing is required at maximum elevation
change of 30' and 72" landing at each change of direction (over
300). (2.3307d-1)
,e( Landings are required at top and bottom of ramps. (2.2307d.l)
Bottom landing shall be minimum of 72 in the thrcction of travel.
(Fig. 2-33-1A)
.j Top landing shall be 60" a 60' minimum. (2.3307d.2)
)t When door swings Onto top landing. in inmum depth of landing
required is door width plus 42". (Fig. 2.33-1A)
,1" Top landing shall have 60" mm. width when door swings onto
the landing, with 24" on strike side of door at exterior ramp, or
18 at interior ramp. (2.330741-4)
AC Ramp handrai!s are required on each side of ramp, when slope
exceeds I in 15. (2-3307e)
)r Ramp handrails shall be continuous, located 30".34 in height
above ramp sirface, with 12" extensions beyond top and bot-
tom, and the ends returned. (2.3307e)
)( Handrails shall be I. V4" to 2 cross section, spaced mist. of I-Ye"
from wall. (2.3307e)
A 2" high curb or wheel guide rail centered 3" pluslminus 1"
above ramp surface Is required on both sides where not other.
wise bounded by walls when the ramp exceeds 10 feet in length.
(2-3307h)
- SPECIAL ACCESS LIFTS
Lifts may be provided between levels. In lieu of elevator, when
the vertical distance between landings, structural elevator, struc-
tural design and safeguards are as allowed by the State of Califor-
nia. Dept. of Industrial Relations, Div. of Occupational Safety
and Health. (2.5106a)
DA 2/4/88
G6. HAZARDS
0 Provide 80" headroom from walkway surface to any overhang.
ing obstruction. (2.3326b)
Headroom of So- minimum shall be maintained for walks, cor-
ridors, aisles. etc. (2.5221.2)
Protruding objects with leading edges between 27" and 80" above
finished floor shall not protrude more than 4" into walks, cor-
ridors, etc. (2.5221.1, Fig. 2.5.7)
()Objects with protruding edges below 27" above finished floor
may protrude any amount. (2.5221.1)
Free standing objects mounted on posts between 27" and SOS'
above the floor may project a maximum of 12". (2.5221.1)
() Abrupt changes in level exceeding 4' adjacent to walks, except
between walks and adjacent streets or drives, shall be identified
by 6" high warning curbs above walk surface. (2.3326a)
ENTRANCES AND CIRCULATION
ENTRANCES, DOORS, VESTIBULES AND CORRIDORS
() All primary entrances to buildings shall be accessible to the han-
dicapped. (2.33011)
All required exit doors shall have 32 clear opening at 900 (36"
door). (2.3304e.1)
At least one of a pair of doors shall meet the rain. 32 clear en-
trance width requirement. (2.3304e.3)
Threshold shall be no higher than % above the floor. Edge to
be beveled with a slope no greater than I in 2, if more than Y4".
(2.3304h. 1. Fig. 2.33.5)
(33) Exterior level landing may slope up to V4 per foot in any direc-
tion for surface drainage. (2.413)
Door hardware shall be of the lever or push type, mounted 3O
to 44" above the floor and be operable with a max. effort of 8.5
lbs. for exterior doors and 5 lbs. for Interior doors. (2.3304c.3,
2.33041.2)
()The lower IC" of the door shall be of smooth, plane surface (no
recess or trap) except at automatic and sliding doors. (2.3304m)
Building entrance(s) shall be identified by sign with the Inter.
national Symbol of Accessibility. Show location on the plan.
(2.522b.7) The symbol shall be a white figure on blue
background. 2.522b.2j
)( At turnstile, provide an access gate, 32 clear width opening.
within 30 feet of turnstile. (2.3304rs)
,f There shall be a clear area on each side of door. Go" deep in direc-
tion of door swing and 44 deep In opposite direction of door
swing. (2.3304h.2)
Yo.'Width of clear area on the swing side of the door shall extend
24 past strike jamb for exterior doors and 18" past strike jamb
for Interior doors. (2.3304h.2)
The space between two consecutive doors (vestibule) shall pro.
vide a mm. of 48" clear depth between the open door and a se-
cond closed door. (2.3304h.2D. Fig. 2.33.5A) Doors In a series
at a vestibule shall swing in the same direction, or away from
the space between them. (2.3304 h.2D)
Corridors shall be 44' minimum In width or as required by oc-
cupant load. (2.3305b.1)
For corridors over 200 feet long. see special requirements of Sec.
2.3305b.2. (Fig. 2.33.6)
14-11, FLOORS
a( floors of a given story shall be a common level throughout or
shall be connected by pedestrian ramps, passenger elevators, or
special access lifts. (2.522e)
STAIRWAYS
Treads shall have smooth, rounded exposed edges and be slip resis.
tant. (2.3306s.1)
.5'; Nosing shall not project more than Ills" past face of the riser below. (2.3306s.2)
Risers shall be sufficiently solid. (2.3306s.3)
4 The upper approach and lower tread of each flight of stairs shall
be marked with a contrasting colored strip 2" in width. (2.3306r)
e On exterior stairs, each tread shall be marked as noted above.
(2.3306r)
/ Handrails are required on each side of stairway. (2-3306j.2)
g Handrails sHiil be located 30" to 34" above nosing, extend 12"
beyond top riser and 12" plus tread width beyond bottom nos•
ing and returned to walllnewel post. (2'3306J.2)
AM'.'Handrails shall be I V4 to 2' in gripping cross section and I .4"
clear of wall. (2.3306j.2
ELEVATORS'
X. See Chapter 51 of UBC for car size.
)' Passenger elevators in buildings other than those listed in Chapter
51 of UBC seMisn occupant load of more than 50 shaft have
a car size 68 wide by 51" deep with a mm. clear opening width
of 36", (2'5103m.231)
p( Passenger elevators In buildings other than those listed in Chapter
51 of UBC servinc an occupant load of 50 or less shall have a
car size of 54': wide by 54" deep with a minimum clear opening
width of 32". (2.5103m.252, 3)
,E' Raised Braille markings and Arabic numerals are required on con-
trol buttons and door jambs. (2.5103m)
SANITARY FACILITIES
X. TOILET FACILITIES ACCESS
When located on accessible floors, sanitary facilities shall be made
accessible to physically handicapped. (2-511a.3)
Doorways shall have 32" minimum clear width. (2.511a.5A)
There shall be a level area with 60 clear depth in the direction
of the door swing, and a level area with 44 clear depth in op-
posite direction of door swing. (2.5lla-5B)
MULTIPLE ACCOMODATION TOILET FACILITIES
,r Provide clear area GO" diameter x 27" high - or clear space 36-x 63" x 27" high. (2-511a.6A)
Doors (other than handicap compartment) are not to encroach
more than 12" into above mentioned clear space. (2'5I1a.6A)
Provide 28" clear space between water closet and fixture or 32"
clear space between water closet and wall. (2.511a.68)
A 48" long clear space is required In front of water closet. A 60"
clear space is required when the toilet compartment has a side
door. (2.51la.68)
Water closet compartment door to provide 32" clear width for
end entry and 34" clear width for side entry. Door to be self.
closing and swing out. (2.51 la-6C)
DA 2/4/88
SINCLE ACCOMODATION TOILET FACILITIES
I. Water closet shall be located 28" from a fixture or 32" from a
wall. (2.511a.7, Fig. 2.5.1A)
Minimum clear space in front of water closet shall be 48".
(2-511a-7, Fig. 25.IA)
In an existing building, a single accommodation toilet facility
may have a space 36" wide a 48" long in front of water closet.
(2.511a.7. Fig. 2.5.IC)*
CUB BARS AT WATER CLOSET
One at side 42" long extending 24 in front of water closet: one
at rear 36" long centered on water closet; both mounted 33 above
floor. (2.511a.8A)
Bars shall be 11/." to 1/a in diameter with P/i" clearance to
wall. (2.511a.8B)
Bar fasteners and mounting support shall be able to withstand
250 lbs./ft. In bending, shear and tension. (2.51la.8C)
iy. WATER CLOSET
,1 Height of water closet scat shall be IT to 19" above floor. (5.1502)
)I. The force required to activate the flush valve shall be lbs. max.
Inium. (5-1502)
() URINALS -
() Where urinals are provided, the rim of at least one shall project
14 from the wall and be located IT maximum above floor.
(5.1503a)
() The force required to activate the flush valve shall be 5 lbs. max-
Irnum and located 44 maximum above floor. (5.1503b)
e. Provide 30" * 48" clear floor space for forward approach.
(2.511b.4)
0 LAVATORIES
Provide 30" a 48" clear floor space for forward approach. Said
clear floor space may include knee and toe space under lavatory
described below. (2.5111.IA)
Provide clear space beneath lava tories 2V high by 30" wide by
r deep (knee space) and 0" high from the floor by 30" wide by
iT deep from front of lavatory (toe space). (5.1504a)
Hot water and drain pipes under lavatories shall be Insulated.
(5.1504b)
() Faucet controls and operating mechanism (operable with one
hand) shall be of the type not requiring tight grasping. pinching
or twisting of the wrist and an operating force not exceeding 5
lbs. (5.1504c)
(') Self-dosing valves to remain open for at least 10 seconds. (5.150.ie)
TOILET ROOM ACCESSORIES
Mirror bottom edge shall be located 40" maximum above floor.
(2.511b.1B)
Toilet tissue dispensers shall be mounted within 12" from the front
edge of toilet seat. (2.511b.3. Fig. 2.5.lA)
Operating parts of dispensing and disposal fixtures (towels, waste,
coin slots, etc.) shall be within 40 of floor. (2.511b.2)
3
19 SANITARY FACILITIES IDENTIFICATION
0 On doorways leading to sanitary facilities the symbols to be pro.
vided are 12" Equilateral Triangle for men, 12" Diameter Cir'
dc for women, and 4" thick, centered on door. 60" high c'on
trasting color. (2.511a.5C)
BATHINC FACILITIES
L One such facility shall comply when provided for the public,
clients or employees. (2.511a.9)
Shower compartment shall be 42" wide, 48 deep, with a 38"
wide entrance. (2.511a.OAI)
Note on the plans that the handicappped bathing facilities shall
conform to requirements of Sect. 2.51la.9, 5.3505.B and 5.1506.
GENERAL REQUIREMENTS
DRINKING FOUNTAIN
/ The alcove in which the water fountain is located shall be not
less than 32" wide by 18 deep. (2511e, Fig. 2.5.3)
Note on the plans that drinking fountain shall conform to re-
quirements of Sec. 2.511c and 5-1507.
PUBLIC TELEPHONE
/ Provide space 30" a 48 for forward or parallel approach to
telephone. (2.51 1d2)
Note on the plans that public telephones shall conform to re-
quirements of Sec. 2.511d.
ELECTRICAL REQUIREMENTS
/. IS. 20 and 30 amp. receptacle outlets shall be installed not less
than 12 above floor. (3.210.50e)
ICenter of switch shall be located not less than 36 nor more than
48" above the floor. (3.380.8c)
GROUP A OCCUPANCY REQUIREMENTS
S AUDITORIUMS, ASSEMBLY HALLS, THEATERS. ETC.
Seating and toilet facilities for the handicapped shall be accessi-
ble from the main lobby or primary entrance. (2.615.1)
_.br" This structure requires wheelchair seating spaces.
(2.611b.IAI)
() Each wheelchair space shall be 60" a 30" and level. (2.611b.1A2)
if/ When the seating capacity exceeds 300. the wheelchair spaces
shall be In more than one location. (2.611b4A2)
This structure requires seats for semi-ambulant per.
sons. Cleat leg space shall be at least 24", (2.61 lb-1B)
Stages, enclosed and unenclosed platforms, orchestra pits, ticket
booths, and refreshment sales facilities shall be made accessible.
(2.61 lb.!, 3)
DA 2/4/88
GROUP B OCCUPANCY REQUIREMENTS
Group B occupancies used for assembly purposes but having an occupant
load of less than 50 shall conform to all the requirements for Croup A oc-
cupancies covered in Section 2.611. (2.712d)
BUSINESS AND PROFESSIONAL OFFICES. PERSONAL AND
PUBLIC SERVICE FACILITIES
Client and visitor areas, office areas and related toilet rooms shall be made accessible. (2.712b.2A)
.(. Conference rooms, counseling rooms or cubicles and similar areas
shall be made accessible. (2.712b.2B)
-A11' Employee work areas shall have a 36' minimum clear access.
(2.712b-2C)
SALES FACILITIES
,,I General sales, display and office areas together with related toilet
rooms must be accessible. (2.712b.3A)
Sales employee workstations shall be located on accessible levels.
Employee work areas shall be accessible to employees in
wheelchairs, and the customer side of sales or checkout stations
- shall be accessible. (2.712b..3B)
p This facility requires check stands accessible to the
physically handicapped, based upon I for S checkstands or less,
2 for 9 or more. (2.712b.3C)
fi Where quick check stands are provided, at least one shall be ac-
cessible. (2.712b.3C)
Check stands shall be made accessible by providing a 3 aisle
on the customer side of the stand. (2.712b.3C)
Accessible check stands shall be identified by the International
Symbol of Accessibility and shall state. This check stand to be
open at all times for disabled customers". (2.12b.3C)
?4 'RETA1L GROCERY STORES (Requirements are stated In AB 179,
effective July 1. 1984.)
/. Toilet rooms must be provided for the public In stores contain-
ing more than 20,000 sq. ft. of floor space.
The toilet rooms for the public maybe the same as those provid.
ed for the employees.
/'. Separate facilities shall be provided for each sex.
i Handicapped requirements shall be satisfied.
4: Doors shall be sell closing.
4: Hand washing facilities shall be provided in or adjacent to toilet
rooms and shall be equipped with hot and cold water.
Hand washing detergent and sanitary towels or hot-air blowers
shall be provided in permanently Installed dispensing devices.
1tSHOPPINC CART THEFT PREVENTION BARRIERS
p( Public entrances and exits shall be accessible to and usable by
the handicapped. (2.712b.3E1)
- Barriers shall provide a 3r clear width opening for handicap.
ped ingress and egrec. (2.712b.3E2)
Note on the plans that shopping cart theft prevention barriers
shall comply with the requirements of Sect. 2.712b.3E.
DA 2/4/88
STADIUMS. CRANDSTANDS. BLEACHERS, PAVIUI5,
CYMNAS IUMS
This facility requires wheelchair scaling spaces.
(2.611c.1)
When the seating capacity exceeds 300. the wheelchair spaces
shall be in more than one location. (2.611b.1A2)
Ticket booths must be accessible from both sides. (2-611 c-2)
/ Participation areas such as ball courts. exercise rooms, tracks and
clubrooms must be accessible. (2.61 1c.3.4)
Spectator and participant sanitary and locker facilities must con-
form to the requirements of Chapter 2-5. (2.611cS)
DINING. BANQUET AND BAR FACILITIES
X. Access shall be provided at primary entrances. (2.611d.1)
1 Wheelchair ac-1 shalt be provided to all areas where each type
of functional activity occurs. (2.611d.2)
pr This facility requires wheelchair seating spaces.
(2.613d.3)
The ratio of removable seating arranged to permit use by
wheelchair occupants is I per 20 and based upon the total number
of seats provided. (2.61 Id-3)
/ At least one wheelchair seating space shall be provided for each
dining, banquet and bar area. (2.61 ld.3)
Ace to wheelchair seating spaces shall be provided by 36
minimum clear width main aisles. (2.611d.3)
p1 Cafeteria line aisles shall be a minimum of 36- clear width.
(2.611d-4)
Access to Food preparation areas shall comply with provisions for
entrance doors and doorways contained in Sect. 2.3304.
(2.611d.6)
IRestrooms and power rooms shall conform to the requirements
In Sect. 2411. (2.611d.5)
RELIGIOUS FACILITIES
V Sanctuary areas shall be accessible. (2.611e.
4'. Provide ___________wheelchair seating spaces in the sanctuary.
Use Section 2-6111-1A. (2.611b-1A)
Provide wheelchair access to raised platforms, choir rooms, choir
lofts, performing areas and other similar areas. (2.611e.1B)
,or Assembly areai shall be made accessible. (2.611 e'2)
/ Enclosed and unenclosed platforms and stages in assembly areas
shall be made accibIe. (2.61Ie.2)
,t Classrooms and offices shall have entry doors that conform to
Chapter 33. (2.611e3)
g Sanitary facilities shall conform to the requirements of Chapter
2.5. (2411e4)
FITINC OR DRESSINC ROOMS
Where fitting/dressing rooms are provided for male or female
customers, one for each type shall be usable by the physically
handicapped. (2.71 2b.3F)
Minimum dimension of room shall be 60" a 60'. (2.712b.3F)
,( Bottom of the mirror shall be located within 20" of the floor.
(2.71 2b.3F)
Height of clothing hooks shall not be greater than 48 from the
floor. (2.712b.3J)
34f POLICE DEPARTMENT, LAW ENFORCEMENT, FIRE DEPART.
' MENT FACILITIES AND COURTROOMS
Office areas, conference rooms, classrooms, dispatch rooms and
similar areas and related sanitary facilities shall be accessible.
(2.712b.6A)
4. Detention area visitor rooms shall be made accib1e. (2.712b.68)
At least one detention cell facility with supporting sanitary
facilities shall be made accessible. (2.712b.6C)
Courtroom areas including judges' chambers and bench, counsel
tables, jury box, witness stand and public seating areas shall be
made accessible. (2.712b.6D)
FACTORIES -
,L Major or principal floor areas shall be made ac1ble. (2.712c.2A)
, Office areas shall be made accessible. (2.712c.1B)
I'. Sanitary facilities serving the above shall be made accessible.
(2.712c.IC)
WAREHOUSES
,C Warehousing areas which are located on the floor nearest grade
shall be made accessible. (2.712c.2A)
4. Warehousing areas on other floors that are provided with access
by level entry, rathp or elevator shall be made accessible.
(2.712c.2A)
Office areas shall be accessible. (2.712c.2B)
Sanitary facilities serving the above be made accessible.
(2.71 2c.2c
CROUP R.1 HOTEL, MOTEL AND DORMITORY OCCUrANCY
REQUIREMENTS
).t ' Applies to privately and publicly funded hotels, motels and dormitory
buildings and complexes. (2.1213a)
,d' Provide guest room(s) or dormitory room(s)
together with their sanitary facilities that are accessible to and
usable by the physically handicapped. (2.1213a.1)
AS'. Hotel, motel and dormitory bathrooms beyond those required
in item "a" above need not comply with the provisions of Sec.
2.12134 provided all bathroom entrance doors have a clear open.
ing width of 32 inches and are sliding or swing Out from
bathroom. (2.1213d Exception 1)
t ' Every entry, opening or passage door opening to any area must
have a 32" iniri. clear opening. (2.1213a.2)
1' Public and common use rooms shall be made accessible.
(2.1213a.3)
Recreational facilities Including swimming pools shall comply
with Sections 2.611c and 2.1107a. (2.1213a.4)
Bathroom entrance doorways shall have an 18" clear space to
the side of the strike edge of the door on the swing side of the
door. (2.12134.1)
When accommodations are provided with kitchen units, at least
one and no less than one for every 25 of such accommodations
provided, shall comply relative to accessible kitchen facilities with
subsection 2.1213b.2,3,4. (2.1213a.5)
ADDITIONS, ALTERATIONS AND REPAIRS TO EXISTINC
BUILDINGS. (2-110b.11B4)
The area of specific addition, alteration and/or repair, shall comply
with the provisions of this Code.
The primary entrance to the building and path of travel to the
specific area shall be accessible to the handicapped persons.
Restrooms, water fountains, and public telephones which serve
said specific area shall be accessible to handicapped persons.
,e./Information regarding handicapped accessiblity, shall be posted
In lobby per Sec. 2.522b4
DA 2/4/88
lo P-k Dates_____ Jurisdiction_______________
Prepared bys
VALUATION AND PLAN CHECK FEE
PLAN CHECK NO. _2— I 4-
BUILDING ADDRESS _175 C4t4L)
APPLICANT/CONTACT PHONE NO.
o Bldg. Dept.
-lsgi1
7;g_ 5-g57
BUILDING OCCUPANCY DESIGNER PHONE__________
TYPE OF CONSTRUCTION V) CONTRACTOR PHONE__________
BUILDING PORTION BUILDING AREA VALUATION
MULTIPLIER
VALUE
Air Conditionine
Commercial •@ IO IF L -Z_
Residential
Res. or Comm.
-Fire St,rinklers
Total Value
Building Permit Fee $
Plan Check Fee
COM MEN TS:
SHEET I OF /
1.2/87
Dates______ Jurisdiction
Prepared byi
cor VALUATION AND PLAN CHECK FEE
- -. -
PLAN CHECK NO.
BUILDING ADDRESS /735 KC4UL LA)
APPLICANT/CONTACT 17,411L PET/5 PHONE NO.
o Bldg. Dept.
-sgi1
) 72- 5-g7
BUILDING OCCUPANCY %DESIGNER PHONE____________
TYPE OF CONSTRUCTION V—k) CONTRACTOR PHONE__________
BUILDING PORTION BUILDING AREA VALUATION
MULTIPLIER
VALUE
4.oz'
Eo)/l5OZiATS. -, u1y "281It!'Dt.' /.atWifl
1
m- IOIi41j' I. 33 ( p4 ??EfUcF L5&A 2'/0 se
goo
2. )C_
Air CorlditioninE
Commercial •@ a..gD - I0 '4-Z--
Residential
Res. or Comm.
Fire Sprinklers
Total Value
Building Permit Fee $ 3 00
Plan Check Fee $ $ 4.c
COMMENTS:
SHEET I OF I
- 12/87
LEGEND
Item Complete
0
Item Incomplete - Needs
Your Action
1,2,3 Number in circle
indicates plancheck
number that deficiency
was identified
Date: 11-22-88
Plan Check No. f39/'130
Project Address:/735 Pie Aiuicv A.
Project Name:.CAasaw %b&. cF Jiwj,4 4)iraje,,e3
Field Check Date:
By:
ENGINEERING CHECKLIST
tv
) ai w 4.' . 4.'
LEGAL REQUIREMENTS
Site Plan
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.
Show on Site Plan: Finish floor elevations, elevations of finish
grade adjacent to building, existing topographical lines, existing
and proposed slopes, driveway and percent (%) grade and drainage patterns. I 2M
Provide legal description of property.
Provide assessor's parcel number.
PERMITS REQUIRED
Grading
Grading permit required. (Separate submittal to Engineering
Department required for Grading Permit).
Grading plans in plan check PE 2.7.Z.2-
Need the following completed prior to building permit issuance:
Grading plans signed.
Grading permit issued.
Grading completed.
Certification letter and compaction reports submitted.
Grading inspected and permit signed off by City Inspector.
Right-of-Way Permit required for work in public right-of-way
(e.g., driveway approach, sidewalk, connection to water main,
etc).
Industrial Waste Permit application required. To be filled out
completely and returned to Development Processing.
iu
D D ai d) I
U •U
> > U U U
D O D
L-Vila CT
FEES REQUIRED
Park-in-Lieu fees required.
_____
Quadrant: , Fee Per Unit: , Total Fee:_________
Traffic impact fee required.
Fee Per Unit: , Total Fee: IBDC
Bridge and Thoroughfare fee required
Fee Per Unit: _, Total Fee:
____
Public facilities fee required. (3 eC a-
Facilities management fee required. Fee:ZtIvto.
Additional EDU's required: Z2(.o Sewer connection fee:- Sewer permit no. 33Z3
Sewer lateral i-equired:QL2'fztLvo.
0. K. to Date:
If you have any questions about any of the above items identified on this plan
check, please call the Development Processing Department at 438-1161.
Oc4
PLANNING CHECKLIST
Plan Check No. 9a3/430 Address 173f ,11 Cc1gr)jJy %dU
Type of Project and Use ô,juN &c - J1ov40r W,r11es&
Zone F— I Use Allowed? YES VS NO
r.i rn Setback: Front 01< Side 0/< Rear 0k
Facilities Management Zone I
School District: San Dieguito Encinitas
Carlsbad San Marcos
0 Discretionary Action Required YES tk NO Type Ct.'f'YOl_
0 Environmental Required YES NO
Ne4m'5 peo..r?m'
El 0 Landscape Plan Required YES NO
Comments
0 Coastal Permit Required YES NO
El El 0 Additional Comments
ñg,se i9op .w'e Aaiflo,ve J PSCA?4c -(-MWZ/*&issTh sqio aVA40AYS
f9Cll tLw7 ,qve,w C)u 5OUT44 IO CJP BL.
OK TO ISS DATE
2560 ORION WAY
CARLSBAD, CA 92008
TELEPHONE
(619) 931-2121
Citp of Carbab
FIRE DEPARTMENT
PAGE 1 OF __L
APPROVED
DISAPPROVED
PLAN CHECK REPORT PLAN CHECK#
PROJECT !(— ir) ADDRESS I 7T /i'lc (' ,46..i I +/ I J
ARCHITECT r)L I ) 4I1 ADDRESS A-i L.ii saedPHoNEZ -n - 1
OWNER -F -4 411S /41/7c ADDRESS PHONE 7F?-
OCCUPANCY ________ CONST. ___________ TOT LSQ. FT. ?'72 STORIES
0 SPRINKLERED 0 TENANT IMP.
APPROVAL OF PLANS IS PREDICATED ON CONFORMING
TO THE FOLLOWING CONDITIONS AND/OR MAKING
THE FOLLOWING CORRECTIONS:
PLANS, SPECIFICATIONS, AND PERMITS
Provide one copy of: floor plan(s); site plan; sheets
— 2. Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project.
- 3. Provide specifications for the following:
— 4. Permits are required for the installation of all fire protection systems (sprinklers, stand pipes, dry chemical, halon,
CO2, alarms, hydrants). Plan must be approved by the fire department prior to installation.
5. The business owner shall complete a building information letter and return it to the fire department.
FIRE PROTECTION SYSTEMS AND EQUIPMENT
— 6. The following fire protection systems are required:
O Automatic fire sprinklers (Design Criteria:
O Dry Chemical, Halon, COa (Location:
O Stand Pipes (Type:
0 Fire Alarm (Type/Location:
Fire Extinguisher Requirements:
' One 2A rated ABC extinguisher for each / ") sq. ft. or portion thereof with a travel distance to the nearest
extinguisher not to exceed 75 feet of travel. o An extinguisher with a minimum rating of ________ to be located:
0 Other:
Additional fire hydrant(s) shall be provided
EXITS
Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort.
A sign stating, "This door to remain unlocked during business hours" shall be placed above the main exit and
doors
EXIT signs (6" x 3/4" letters) shall be placed over all required exits and directional signs located as necessary to
clearly indicate the location of exit doors.
GENERAL
Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and
hazardous chemicals shall comply with Uniform Fire Code.
_13. Building(s) not approved for high piled combustible stock. Storage in closely packed piles shall not exceed 15 feet
in height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids. If high stock pil-
ing is to be done, comply with Uniform Fire Code, Article 81.
14. Additional Requirements. 4 - ' '' ''' 's"
(1/hl;/fL
. Ti..S'
7 /1i_—,_ /
/74
_15. Comply with regulations on attached sheet(s).
I tl Plan ExaminerL X. Date —
I..
Report mailed to architect _______ Met with __________________________________ _____ Attach to Plans
;. HACKER & ASSOCIATES CLIENT_" "' "h " JOB NO.
CIVIL ENGINEERS JI$ N& I4Q N j 1I " . SHT. / OF
4501 E. Sunny Dunes Rood LEGAL _______________________________
Suite C W'D OJQ (OA'. 7 DATE_ '3 Palm Springs. CA 92264 - ..
(619) 327-4565 . . CREW
TABLE NO. 23-A—UNIFORM AND CONCENTRATED LOADS (d) Design Wind Premures. Design wind pressures for structures or elcmefits
- USE OR OCCUPANCY of structures shall be determined for any height in accordance with the following UNIFORM TRATED CONC 1formula: .. // /•) CATEGORY DESCRIPTION LOAD ....................... .. . ...
I. Access floor systems Office use 50 20002 p = C c q51 . . ...................... ... . ...f 1-1) Computer use 100 .20002 WhERE: •:
. Arunurics 150 p - Design wind pressure.
Assembly areas3 and Fixed scaling areas . 50 0 C5 - Combined height, exposure and gust factorcoefficiern as given inTabc auditoriums and Movable beating and . No. 23-0. =. oy P.ae balconies therewith. other areas 100
':.. - Pressure coefficient for the structure or poflion of structure wider Stage areas and consideration as given in Thblc No. 23-H. ci c 3 Fait. - enclosed platforms 125 O q4 - Wind stagnation pressure at the standard height of 30 fact as sat form ip
1b1cNo. 23-F. /7 •
1 - mporiancc
-faclorassctforthinScctioa23hl(h).
.. -- ...
TABLE NO. 23-F—WINO STAGNATION PRESSURE (%)Jff STANDARD 4:12 •P, rewH /' , . NEIGI4TOF30 FEET
73O3 (C)
J.
8uic wind speed (mph)i t710
13
1 -80
Ii o& Prcuuicq, (psi) '4) <300 •=
> 3 /,_• . 'WndapocdfivmSacf.joi2311(b). .: .., $e
7-,91Z . (PA (fit sv)
1-2 O7 x '7,e / /5d5per39 74 41/"O
(5ei.sms)
(Zw#) - .1.00tPQ "s
77
,' " /4oc'C/ .14.. i/i)
1 jjV
(p/pwoad: Aei, 14'c'I/s
/I) 4- 7 r-q 4.. /a p. . . .... ..
1.3 3A 1.4-
me' • 4- __ X 4<)
)P )
. /epo#2.r.
3B 72—
31 door 1 i(( -/r
/ . \( ,oJp
I
—- /fE
I•. ........
I :..:• -
11
vad
90 1'!00 1-110 120 1301
21 26 31 37 44
)I IN. H. HACKER & ASSOCIA TES
CIVIL ENGINEERS
4501 E. Sunny Dunes Rood
Suite C
Palm Spdngs, CA 92264
(619) 327-4565
CLIENT_'i/4OQ/I4 #4 L. JOB NO.
LEGAL 16 rAdo 554ff S SHT. OF
W"ca_#/ DATE
&4 CREW
9:4l
44vo
.4'. 41X7/2
7' 4411 1'
£A/O b(1.
I- 89'
, 7,
Pes54'4E 04.' 4AdO
7W9
H
/ 4-L5
oN ,ma'i- CId4C
4I:o I4 r/. A) OI 2e4'L 94.,1,444
M'vD gEq7,a,*' O1 /&w7 414 3
4.J/A.IQ /264 a,J l,wT
J •VN/ ,e rf2,t1 0/ti
200 &'W 404Q
/,) tL)e4O
JJ77Z-
H
2'a O*Q
- ( / .*
fe At
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)
ROAP E 4?'sp4,e#.7-)
dq =
89 x
.9-4- x z$ô x
JZ
' s,J
.)'Y02,beop/e
4.
OHN ii: HA KER & ASSOCIATES
CIVIL ENGINEERS
4501 E. Sunny Dunes Rood
Suite C
Palm Springs. CA 92264
(619) 327-4565
5isni. /2E4 7#iJ
,4,14E c't.'47- DATE ##&
8D1 CREW
(pIZ
/.71 Z!1-' Iddo 4r —
-
a,il ,'&o,ti 1- 444 17, U4&
71
OiJ f4M7 Z242 = •/.5i~
'44)
5/5 ,t4/ i'o) a) 6i' T
4I73)
/M'/ 1?e4c Ta,4J
i dE4C 7,'?AJ
CLIENT _/,1,4-za ,ii JOB NO.
LEGAL _ENOV'/' W,r.5 SHT. OF
/IfrL I14 — 1e2/* //ø
4eAd') W.'! IL L7
inta1r— g6,4,
78 i.E. AIO. 4-7-1 /fo4i L' £.'/Z Lc '/7 J/ 4.7 . (.i14eI/
4." /',5• .•
(uO
A/ 25/-/ ,4s-ef s14$•
i 7o
lic.' Oo £4J AJ .5 / AOJO ee S.
17,Z4i-Z Xfl.-5
441
— - --
Soft -_Aftuclirnsiit Lying.
Outgo Loud V.I.V
Wln Installud on Stud Thickness if Concnut. I Modal Tint Dl.. Mm.'
m nf b.dm.
No. Stud Ultlmstu 1W 2 SW I SW
NO 2
HO S
HO 6
HO 7
NO 7
%
4
r
V
1W
9
IV
14
I4
IV
2)-%bMO
(2)-WIlD
(3)-%M8
(3)-WMB
IMB
13.200
19.000
18.600
28.600
2450
3375
5060
6350
6350
ö
3610
5410
6500
7100
541010
650000
3610
[2520
750000
I
10
2520
3610
5410
6500 7500 HO 2N
HO SN Pi!L
%
% £
V
IV
14
(2)-WIlD
(2)-WIle
8.800
11.600
20
2450
3375
6000
2520
3610 5640
2520
361010
5480
2520
3610
JOHN H. HACKER & ASSOCIA TES CLIENT_k - JOB NO.
CIVIL ENGINEERS
4'4 001" 1 .... , ,, SHT. _/_ OF 4501 E. Sunny Dunes Road LEGAL _____________________________
Suite C ,. /7. £ DATE___________ Palm Springs, CA 92264
(619) 327-4565 77 ç— fi}#, / /25 CREW .
4. -I- -, - .i -I — . . a— . . ..'.: l.a. .................. •. .......... . :
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.........ii . . : . : ....
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4-;-!-
LLL
MASONRY RETAINING WALL 1
WALL HT.= 5 WALL THICKNESS = 8 INCHES
MAX. FM= 250 FAX. FS= 20000 .. M= 833.3333
N= 40 AS= .15
0..094J= 0.88332/KJ= 6.47
FM= 191.84 FS= 14240.80'
O.T.M..= 1440EOUIV. FLUID PRES.= 40 SURCHARGE= 0
ALLOW S.B. = 3000 PASS. PRES. = 300 U = .4
P D M
P 880.00 0.97 853.60
WALL 385.00 0.96 370.88
SOIL 500.00 1.80 900.00
FTG 345.00 1.15 -----------------------------------------------
396.75
P (SUM)= 2110.00 MR= 2521.23
X = 1.194897 . HEEL. = 1
E = .6824645 L = 1.537298
FOOTING WIDTH = 2.3 FOOTING THICKNESS
MAX. SOIL BEARING = 2745.077
TOE M = 444.8531 HEEL M = 325
TOE AS = .0363442 HEEL AS = 2375731E-02
= MAX. V = —314.9122 SHEAR —2.915853
ad
'I Dt f)L zrf
1TP1?1IJ 3c
1 L• 110, C, Zz.
(zo
a.
Th ,.i fs/d/e!J
4 5_ ?2/4-
I J"3 ,t)' 7/Z3
+ . .
q -:;) T.
1'
'4iff
:
Lii'
0-34. T-34
Varies
to suit vent or outlooker
Cutout for 2*4 laid flat
(Spacing per building jans)
GAULE END TRUSS
Cutout for 2*4 laid flat
TRUSS
2•l6d nail
OF
Truss..._
NOTE: Vent Mocks maybe omitted
where no vent is required.
- ___1,1101V. V-340 T34
Alternate Stud Cowsectiiui with Staples
Stud
Connection
a - i. xlhi4b
1" Crown
I 1!4"long
D-2.3/3 - T-31 or equal
12
Ivaries
END TRUSS
No. C30430
1*!
OF CU7 C
w.- 0-34 T.34
2-l6d nails
it
Coo
Jut
1 ' 1*4 Add-on . II,"I.' It II M%7O7Oj.ta. with adnalla atll"o.c. 2-16d nails N • (by builder) •
' '
..• "OFF STUDtUTOUTS "ON STUD"CUTOUTS _jj
• ltd. i. JL'
J \?A•$4 . DETAILS FOR 2*4 OUTLOO)CERS PRECISION ROOF TRUSS CO. 0141, Lin,
CABLE END BRACING POST OFFICE BOX 1718 •-• ESCONDIDO. CALIFORNIA 92025
• (619) 741-9277
Cable E tJ* C.*CTm* fl l.L''.. .1 S .d luLl •4.d l 'u.' - TRU SWAL
a e End Truss jea jovo
4.0 - p .*$ 7ET,,A
Date: 121417$
oona a,i sca an - P0NEI..Reft Des.By:JN Ck.By:
••
BOITOU aID.
* NOTREQUIRED FOR SPAN. 4* 57. 4J
PEAK JOINT DETAIL Aml Be 2*6 06,417.5.T78 57' 4• 3.5 6.4. 7
.2X6 P5.6*7.5.758 54' ON 3.5 5.6, 5 2*6 P4,8*7,5,758 48' 8' 3.5 4.8, 5 2*4 RI9816,0,T56 46' In 35 4.8, 5 B' 2*4 R490X6.0,T46 4?' On 3,0 4.0. 4
2*4 P4.0*4.5.744 36' 8' 2J 4.0, 4
12 .4.00
OFF PANEL POINT SPLICE (72)
2*6 RS,617•,5,T58 TO 57' 4' 2*6 P4.8*6,0,156 TO 54 ON 2*6 9I9016,0.146 TO 48'S 8' 210 R2.4*7.!.T2.5/6 TO 48 to
2*4 P2.4*6.0.72.5/6 TO 42' 0'
2*4 P2.4*6.0,134 TO 36' 8' PANEL POINT SPLICE (7.13)
2*6 P6,4*7.5.778 TO 57'. 4'
2*6 R5.617.5.T58 TO 48' 8'
2*6 P4.8*6.0,156 TO 4?' 0'
2*4 44.8*6.0,756 TO 480 1' 2*4 P4.4*6.0,154 TO 36' On
1.5" MIN(SpI.)
. &J3
PANEL POINT SPLICE (9.13) .PANEL
57' 4' R5.6X9,0,758 TO 54' On RS.6X7.5,T58 .TO 48' all NO SPLICE
'RI.OXb.O,Tql TO 57' 4' R4.OX1,5,T44 TO 54' 0"
R3.214,5,T34 TO 42. 0'
CERAL N07E3: 2100 F I 1650 F 105 Fl 1200 Fl 57 • 4 • • . 4 I 2. U 003.1.1ev. am 104(1.. 0 vos Iae,S lore. lobe Os,,., tad po4a.g by 40010.
451 4' 40' 3' I 37' 5' I 33 .10. I I. Oevqn 40eOO1as 1,114( s,oby a, 3• 10 IW 0•o•d. Cl'oo b011oo dm0. I a Omçn soom, 140004(4(9 - G000. 001110.•dp I CanOs 010 be Lab 000100 000 J I. dd00 *0ev9. I -. 57' 4' I A' 8' I 341 3,f i I & 14
00 ._WkWlvfWwNm~-
SPAN TO 97 4 SPACED 24.0' D.C.
4.0112 PITCH 6/5 CONFIGURATION
LL.DL ON ROOF a 32.0 P37 Dl. ON CEILING 2 10.0 PSF a
TOTAL DESIGN LOAD • 42.0 P37 a a 5 P37 CEILING REDUCTION TAKEN,
AXIAL STRESS ONLY
LOAD DURATION INCREASE • 1.15
MAXIMUM TRUSSMEMBER FORCES REACTION. 2096
TI .5463 01 5182 WI .597 w3 .935 1 2 -5194 B 2 0134 N 2 1022 W 4 1080 13 -3871 03 3118
PRECISION ROOF TRUSS CO.
POST OFFICE BOX 1718
ESCONDIDO, CALIFORNIA 92025
(619) 741-9277
2*4 R4.014.5..T54TO 30' 00 PANEL POINT SPLICE (TJ2) NO SPLICE 2*6 P6,4*7.5,774 TO 57' 4' R4,014.5,736 TO .57'S 4' '2*6 R5.617.5,T58 TO 44' 8.' P4.4X4,5,T44 TO 54' On 2*6 R4.8X6,0,T56 TO 42' ON R? 4*6 0,72 5/6 TO 48' 8' 2*4 RI.816.0,T56 TO 48' to 2*4 R4.8X6.0,754 TO 36' 8'
2*4 R4,0X4.54.TS4TO 30' O 7a NO SPLICE
TJ2 RIAX3.0,T3110 TO 570 4v N1.613,0.T31 TO 42' On
8*3.0,131 TO 30' 0'
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:
GEOTECHNI CAL INVESTIGATION
PROPOSED KINGDOM HALL CHURCH
CARLSBAD, CALIFORNIA
FOR
MR. CLINTON. HINKLE
1085 CHINQUAPIN AVENUE
CARLSBAD, CALIFORNIA 92008
JOB NO. 7.123 APRIL 8, 1987
czvq"3.
I
Testing Engineers—San Diego
A Division of United States Testing Company, Inc. .
3467 Kurtz St., P.O. Box80985, San Diego, Ca. 92138 (6 19) 225-9641 I
____ 2956 Industry Street, Oceanside, California 92054 (619) 757-024
April 8, 1987
Job No. 7123
Mr. Clinton Hinkle
1085 Chinquapin Avenue
Carlsbad, California 92008
Subject: Geotechnical Investigation
Proposed Kingdom Hall Church
Northeast corner of Elm and Valley Avenue
Carlsbad, California
Gentlemen:
This report presents the results of our soil and foundation
investigation of the subject property. The accompanying report
presents our conclusions and recommendations pertaining to the
site, as well as the results of our field exploration and
laboratory tests.
In general, we have found the site to be suitable for the
proposed development provided the recommendations contained in
the body of this report are followed.
Proposed Kingdom Hall Church April 8, 1987
N.E. Corner of Elm and Valley Avenue Job No. 7123
Carlsbad, California
The opportunity to be of service is appreciated, and if you have
any questions regarding this project, please do not hesitate to
contact us at your convenience.
vJJi} 1ZM
Vincent J. Patula
Project Geologist
Steven C. Geyer
Project Engineer
Respectfully submitted,
TESTING ENGINEERS-SAN DIEGO
4228
Vice PresiAent
THC/VJP/SCG/eh
TABLE' OF CONTENTS
Page
INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
PROJECT DESCRIPTION . . . . . . . . . . . . . . . . . ..... . . . . . . . . . . 1
PROJECT SCOPE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o : 2
FIELD EXPLORATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
LABORATORYTESTING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
CLASSIFICATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
MOISTURE/DENSITY . ........ . ........ . . . ...... . . . ......8
SHEAR TESTS . . . . ....... . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . 8
CONCLUSIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
RECOMMENDATIONS .... . . . . . . . ...... . . . . . . . . . . . . . . . . . . . . . . . . . 10
FOOTINGS .......... ......... •.....•........•••••••••••••• 13
ALLOWABLE BEARING CAPACITY .......................... 13
RETAINING WALLS.... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15
DRAINS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17
REVIEW . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18
INVESTIGATION LIMITATIONS .... ........................... 19
ENCLOSURES:
SITE LOCATION MAP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FIGURE 1
BORING LOCATION MAP .............................. FIGURE 2
RECOMMENDATION FOR FILING ON SLOPING GROUND ...... FIGURE 3
BORINGLOGS ....................... .... ..... ......PLATES 1 thru 2
SYMBOLS AND TERMS USED ON BORING LOGS. . .. ...... . . PLATE 3
UNIFIED SOIL çLASSIFICATION.... ... ........ .......PLATE 4
SHEAR TEST RESULTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PLATE 5
Proposed Kingdom Hall Church Page No. 1
N.E. Corner of Elm and Valley Avenue April 8, 1987
Carlsbad, California Job No. 7123
INTRODUCTION
PROJECT DESCRIPTION
Our investigation was performed at the site of the proposed
church located on the northeast corner of the intersection of
Elm Avenue and Valley Street in Carlsbad, California. Please
refer to Site Location Map, Figure 1. The site consists of a
vacant westerly sloping rectangular shaped lot adjacent to
existing greenhouse structures. It appears that the site has
been grubbed and partially cleared, by evidence of a stock pile
of surf ical soils and debris, in the central portion of the
lot. Underground lines have been installed beneath the proposed
McCally Lane.
PROJECT DEVELOPMENT
It is our understanding, that the site is to be developed with
the construction of a one-story wood frame, slab-on-grade church
with parking area.
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Testing Engineers-San Diego
SITE LOCATION MAP
JobNo: 7123 • FIGURE 1
Proposed Kingdom Hall Church Page No. 2
N.E. Corner of Elm and Valley Avenue April 8, 1987
Carlsbad, California Job No. 7123
To assist in the preparation of this report, we were provided
with a primilary grading plan, and retaining wall design
calculations prepared by John H. Hacker & Associates dated March
18, 1987.
PROJECT SCOPE
This investigation consisted of : surface reconnaissance,
subsurface explorations, obtaining representative disturbed and
undisturbed samples, laboratory testing, analysis of field and
laboratory data and preparation of this report. Specifically,
the intent of this study is to:
a) Explore the subsurface conditions to the depths noted
on the boring logs.
Proposed Kingdom Hall Church Page No. 3
N.E. Corner of Elm and Valley Avenue April 8, 1987
Carlsbad, California Job No. 7123
b) Evaluate, by laboratory tests and field investigation,
the pertinent engineering properties of the various
strata which will influence the development, including
their bearing capacities, expansive characteristics-and
settlement potential.
C) Develop soil engineering criteria for site grading.
d) Recommend an appropriate foundation system for the
proposed one-story church and develop soil engineering
design criteria for the recommended foundation design.
Proposed Kingdom Hall Church Page No. 4
N.E. Corner of Elm and Valley Avenue April 8, 1987
Carlsbad, California Job No. 7123
FIELD EXPLORATION.
Subsurface conditions were explored by drilling two 8-inch
diameter borings with a mobile B-61 drill rig. The borings were
drilled to a depth of approximately 201 . Boring locations are
shown on Figure 2. Logs of the borings are presented on Plates
1 and 2. Symbols and terms used in the boring logs are
presented on Plate 3.. A geologist from our office was present
during the field exploration to log materials encountered and to
obtain representative samples at selected depths for
transportation to our laboratory. Samples consisted of
relatively undisturbed samples collected in one-inch high,
2.37-inch-inside-diameter rings, bag and bulk samples. The ring
samples were collected by driving the sampler 18 inches into the
soil by consecutive thirty-inch drops with a one-hundred-forty
pound hammer. Using a standard two-inch diameter sampler, the
SCALE 1 INCH = 20 FEET
' -I
Proposed Kingdom Hall Church
N.E. Corner of Elm and Valley Avenue
Carlsbad, California
Page No. 5
April 8, 1987
Job No. 7123
number of blows required to achieve the final twelve inches of
penetration is referred to as the "N-value" of the Standard
Penetration Test (SPT). This value provides a measure of soil
strength and bearing capacity, as it relates to the soil
consistency or condition.
Where very dense material was encountered, the actual
penetration, after the initial six-inch "seating", is recorded
for a total of 50 blows. The blows required for the first
six-inch penetration of the sampler are generally not considered
representative of in-situ densities due to the presence of loose
material or cuttings from the drilling operation. Failure to
achieve the initial six-inch penetration after 50 blows by the
hammer is referred to as refusal and is presented on the boring
log as "ref".
Proposed Kingdom Hall Church Page No. 6
N.E. Corner of Elm and Valley Avenue April 8, 1987
Carlsbad, California Job No. 7123
LABORATORY TESTING
CLASSIFICATION
Soils were visually classified according to the Unified Soil
Classifications System as presented on Plate 4. The laboratory
testing program was designed to review classifications made in
the field. Identification tests performed on the granular soils
included grain size analyses and determinations of the
percentages of material passing the No. 200 sieve. Percent
material passing the No. 200 sieve was determined as a routine
part of each sieve analysis and on additional selected samples
as an aid in soil classification. Percent material passing the
No. 200 sieve is presented on the Boring Logs, Plates 1 and 2,
and Gradation Curves are shown on Plates 5 and 6. Soil
classifications are shown on the boring logs.
Proposed Kingdom Hall Church Page No. 7
N.E. Corner of Elm and Valley Avenue April 8, 1987
Carlsbad, California Job No. 7123
MOISTURE/DENSITY
The field moisture contents and dry unit weights were determined
for selected undisturbed soil samples obtained from the test
borings. When disturbed samples were obtained, only the field
moisture contents were determined for these samples. The dry
unit weight was determined in pounds per cubic foot, and the
field moisture content was determined as a percentage of the dry
unit weight. The results of these tests are shown on the
attached boring logs.
SHEAR TESTS
A shear test was performed on an undisturbed sample of
representative site soil. Samples were tested utilizing a
direct shear machine of the strain control type. The rate of
deformation was approximately 0.05 inches per minute: The 1.
sample was sheared under varying normal loads to determine the
Coulomb Shear parameters: angle of internal friction and
cohesion. Shear test results are presented on Plate 7.
Proposed Kingdom Hall Church Page No. 8
N.E. Corner of Elm and Valley Avenue April 8, 1987
Carlsbad, California Job No. 7123
CONCLUSIONS
Based on our field investigation, laboratory testing and
engineering analysis, it is our opinion that the subject site
is suited for the proposed church and retaining wall provided
the recommendations presented in this report are incorpOrated
into the design, grading, and construction considerations.
Site materials consist of silty fine to medium sands in
a dense to very dense condition. These materials are
considered competent bearing soils for the proposed
structure.
Groundwater is not expected to be a factor in the
development of this site.
Proposed Kingdom Hall Church
N.E. Corner of Elm and Valley Avenue
Carlsbad, California
Page No. 9
April 8, 1987
Job No. 7123
RECOMMENDATIONS
Prior to the start of any earthwork operations all
existing hazards such as active utility services and
utility poles, should be located and secured. Existing
structures should be raised or removed, and all debris
removed off-site.
All vegetation, asphalt, and deleterious material
should be removed and the exposed surface should be
scarified to a depth of 12 inches, brought to between 3
to 5 percent over optimum moisture, and mechanically
compacted to a minimum dry density of 90 percent of
maximum laboratory dry density as determined by ASTM
D-1557.
Proposed Kingdom Hall Church Page No. 10
N.E. Corner of Elm and Valley Avenue April 8, 1987
Carlsbad, California Job No. 7123
Prior to placement of reinforcing steel and pouring
concrete, footing excavations should be inspected by a
qualified geotechnical engineer.
Excavated materials may be reused except for organic
material and trash which must not be used in structural
fills.
All fill or backfilling should be placed in uniform
lifts of approximately 8 inches loose thickness,
depending upon equipment type and approval of the field
soil technician, brought to approximately optimum
moisture content, and mechanically compacted to 90
percent of the laboratory standard, ASTM D-1557.
Below grade walls or other structures that will be
backfilled, should be braced during backfilling
Proposed Kingdom Hall Church. Page No. 11
N.E. Corner of Elm and Valley Avenue April 8, 1987
Carlsbad, California Job No. 7123
operations to prevent excessive movement or deflection.
Backfilling within three feet of below grade walls
should be performed with hand operated equipment.
For granular material a vibratory roller may be used
for compaction of the structural fill..
A qualified soils technician under the supervision of a
geotechnical engineer should be present for all fill or
backfilling placement operations. •The soils technician
should evaluate all materials to be placed, and should
perform in-place density tests at appropriate intervals
to evaluate the compaction effort relative to 90
percent of the maximum dry density as determined by
ASTM D-1557. . .
Proposed Kingdom Hall Church
N.E. Corner of Elm and Valley Avenue
Carlsbad, California
Page No. 12
April 8, 1987
Job No. 7123
FOUNDATION DESIGN AND CONSTRUCTION
FOOTINGS
All footings should be reinforced as per registered
structural engineer's recommendations.
All footings for individual structures should be
founded in similar natural soil to minimize possible
differential settlement.
Footings should be founded a minimum depth of 18 inches
below the lowest adjacent grade. All footings should
have a minimum of two No. 4 reinforcing bars placed
near the top and bottom of the-footing,. or as
specified by the structural engineer. Footing width
should be a minimum of 15 inches oras advised by the
structural engineer.
Proposed Kingdom Hall Church Page No. 13
N.E. Corner of Elm and Valley Avenue April 8, 1987
Carlsbad, California Job No. 7123
Concrete slabs should be underlain by four inches of
clean sand or crushed rock. In addition, a vapor
barrier consisting of a minimum of six mil polyvinyl
chloride membrane, with all laps sealed, should be
provided in areas that may be adversely affected by
moisture. One inch of sand should be placed over the
membrane to aid in the uniform curing of the concrete.
Concrete slabs should be reinforced with at least No. 3
reinforcing bars 18 inches on center each way. All
slab reinforcement should be supported to ensure proper
positioning in the slab during placement of concrete.
Concrete slabs should be scored, or fitted with
expansion joints at appropriate intervals.
The moisture content of subgrade soils should be three
to five percent greater than optimum moisture to a
depth of 18 inches when slabs-on-grade are constructed.
Proposed Kingdom Hall Church
N.E. Corner of Elm and Valley Avenue
Carlsbad, California
Page No. 14
April 8, 1987
Job No. 7123
ALLOWABLE BEARING CAPACITY
An allowable bearing 'capacity of 3,000 pounds per square foot
should be used for the design of continuouth and/or spread
foundations. Due to the granular composition of the site soils,
settlement may occur during construction and should be less than
one inch.
The allowable bearing capacity assumes uniform loading
conditions and is the maximum long term contact pressure and may
be increased by 1/3 for earthquakes or other temporary loading.
RETAINING WALLS
Two retaining walls are proposed for the building. Providing
that the walls are free to move away from the backfill slightly,
the lateral soil pressure exerted on the walls may be considered
Proposed Kingdom Hall Church Page No. 15
N.E. Corner of Elm and Valley Avenue April 8, 1987
Carlsbad, California Job No. 7123
to be the "active" earth pressure. Most unrestrained walls can
move sufficiently to permit development of "active" earth
pressures. The planned walls with level backf ills may be
designed for an "active" earth pressure equivalent to a fluid
unit weight of 40 pounds per cubic foot. Should sloping
backfill up to 2 horizontal to 1 vertical be used, the
equivalent fluid unit weight should be increased to 55 pounds
per cubic feet. Walls that do not permit movement at the top
and are non-yielding, such as basement walls, should be designed
for equivalent fluid unit weights. 25 percent greater that the
above noted values.
Lateral resistance to sliding may be developed using passive
soil pressure approximated with an equivalent fluid unit weight
of 300 pounds per cubic foot. In addition, frictional
resistance may be estimated between soil and concrete using a
coefficient of friction of 0.40. Drainage behind all walls
should be sufficient to ensure that no free moisture accumulates
behind the wall.
Proposed Kingdom Hall Church Page No. 16
N.E. Corner. of Elm and Valley Avenue April 8, 1987
Carlsbad, California Job No. 7123
A 12-inch width of granular backfill in corijuntion with a system
of perforated drain pipe should be detailed and constructed for
this purpose.
DRAINS
Positive drainage away from the proposed structures should, be
maintained within a minimum of ten feet of the building. Steps
should be taken to avoid ponding near the foundation, including
utilizing roof gutters and down-spouts. Placement of planters
and extensive landscaping is not recommended within ten feet of
the footings. Drainage requirements should be in keeping with
Unified Building Code and any local regulations.
Proposed Kingdom Hall Church Page No. 17
N.E. Corner of Elm and Valley Avenue April 8, 1987
Carlsbad, California Job No. 7123
REVIEW
The final foundation and grading plans should be reviewed by
this office to minimize any misunderstandings between the plans
and recommendations presented herein. In addition, foundation
excavations and earthwork performed on-site should be evaluated
by a qualified Engineering Geologists or Geotechnical Engineer.
If conditions are found to vary substantially from those stated
herein, appropriate recommendations should be requested.
Proposed Kingdom Hall Church Page No. 18
N.E. Corner of Elm and Valley Avenue April 8, 1987
Carlsbad, California Job No. 7123
INVESTIGATION LIMITATIONS
The materials encountered on the project site and utilized in
our laboratory investigation are believed representative of the
total area; however, soil and bedrock materials vary in
characteristics between excavations and natural outcrops.
Since our-investigation is based on the site materials observed,
selective laboratory testing and engineering analyses, the
conclusions and recommendations are professional opinions.
These opinions have been derived in accordance with current
standards of practice and no warranty is expressed nor implied.
It is recommended that Testing Engineers-San Diego, be retained
to provide continuous soil engineering services during the
earthwork operations. This is to observe compliance with the
design concepts, specifications and recommendations and to allow
design changes in the event that subsurface conditions differ
from those anticipated prior to the start of construction.
Proposed Kingdom Hall Church
N.E. Corner of Elm and Valley Avenue
Carlsbad, California
Page No. 19
April 8, 1987
Job No. 7123
'
Inspection services allow the testing of a small percentage of
the fill placed at the site. Contractual arrangements. with the
grading contractor should contain the provision that he is
responsible for excavating, placing, and compacting fill in
accordance with the project specifications. Inspection by the
geotechnical engineer during grading should not relieve the
grading contractor of his primary responsibility to perform all
work in accordance with the specifications.
This office should be advised of any changes in the project
scope of proposed site grading so that it may be determined if
the recommendations contained herein are appropriate. This
should be verified in writing or modified by a written addenum.
The findings of this report are valid as of this date. Changes
in the condition of a property can, however, occur with the
passage of time, whether they be due to natural processes of the
Proposed Kingdom Hall Church Page No. 20
N.E. Corner of Elm and Valley Avenue April 8, 1987
Carlsbad, California Job No. 7123
work of man on this or adjacent properties. In addition,
changes in the state-of-the-art and/or Government Codes may
occur. Due to such changes, the findings of this report may be
invalidated wholly or in part by changes beyond our control.
It is the responsibility of the owners, or their representative
to ensure that the information and recommendations contained
herein are brought to the attention of the engineer and
architect for the project and incorporated into the project's
plans and specifications. It is further their responsibility to
take the necessary measures to ensure that the contractor and
his subcontractors carry out such recommendations during
construction.
1.
4I
Testing Engineers-Son Diego
BORING LOG
Project: Kingdom Hall Date: 3/30/87 Boring No: I
Type of Rig: B-61 Mobile Hole Diameter: 8" Elevation:
Hammer Weight & Fall: 140 lbs/30" Ground Water: None Logged_By:V1.
U. U. w Z U —
CL ca CL — >-n LLI c -
0
a. La >. FIELD DESCRIPTION 49 CE 0 1
SM 0-18' SILTY FINE SAND
0
- brown, humid,very dense 55/6" DR 104.7 5.3
.4
DR 93 107.3 8.5 23.5
- darker red brown,
humid, very dense
10 50/3" 104.7 7.2 DR
12
14
DR 50/4" 98.5 8.5
16
18 SW 18-21' FINE TO MEDIUM SAND
- gray brown, 50/5"
DR 20 very dense
22 Boring Terminated at 21'
01ATC I
Testing Engineers-San Diego
BORING LOG
Project: Kingdom Hale]. Date: 3/30/87 Boring No: B2
Type of Rig: B-61 Hole Diameter: 8" Elevation:
Hammer Weight 8 Fall: 140 lbs/30" Ground Water: None Logged By: V.J.P.
F .. I _ FIELD DESCRIPTION _ 8
SM 0-20' SILTY FINE SAND
0 - reddish brown,
humid, very dense
2
• 84
4 • 50/4" 95.9 7.5 DR
10
77 DR 95.7 8.0
12
14 - color change to gray brown
• 78 DR 104.2 6.5
16
18 •
- 20
85 DR 2.6 3.7
22 Boring Terminated at 21½'
01Afr 2
Testing Engineers-San Diego
SYMBOLS AND TERMS USED ON BORING LOGS
SAMPLER TYPES.
(Shown in SAMPLE column)
8K • 1 0 N
DRIVEN RING DRIVEN BULK SHELBY ROCK SPLIT NO
SAMPLE BAG SAMPLE SAMPLE TUBE CORE SPOON RECOVERY
DISTURBED
TERMS DESCRIBING CONSISTENCY OR CONDITION
COARSE GRAINED. SOILS (major portion retained on No. 200 sieve): Includes (1) clean gravels and sands, and
(2) silty or clayey gravels and sands. Condition in the following table is based on our interpretation of blow counts
using a hammer as noted on the boring log.
DESCRIPTIVE TERM SPT VALUES, N
blows per 12 in.
(After Terzaghi 81 Peck, 1968)
Very loose 0 to 4
Loose 4 to 10
Medium-dense 10 to 30
Dense 30 to 50
Very dense >50
FINE GRAINED SOILS (major portion passing No. 200 sieve): Includes (1) inorganic and organic silts and Clays,
(2) gravelly, sandy, or silty clays, and (3) Clayey silts. Consistency is rated according to shearing strength, as
indicated by penetrometer readings or by unconfined compression tests.
UNDRAINED
DESCRIPTIVE TERM SHEAR STRENGTH
KIPS/ SO FT
Very soft less than 0.25
Soft 0.25 to 0.50
Firm 0.50 to 1.00
Stiff 1.00 to 2.00
Very stiff 2.00 to 4.00
Hard 4.00 and higher
NOTE: Fissured clays may have lower unconfined compressive strengths than shown above, because of
planes of weakness or cracks in the soil. The consistency ratings of such soils ore based on penetrometer
readings.
TERMS CHARACTERIZING SOIL STRUCTURE
Fissured - containing shrinkage crocks, frequently filled with fine sand or silt, usually more or less vertical
Interbedded - composed of alternate layers of different soil types
Calcareous - Containing 12 to 50 percent calcium carbonate
Carbonate - containing more than 50 percent calcium carbonate
Well graded - having wide range in grain sizes and substantial amounts of all intermediate particle sizes
Poorly graded - predominately of one grain size, or having a range of sizes with some intermediate
size missing
Terms used in this report for describing soils according to their lexture or groin size distribution are in accordance
with the UNIFIED SOIL CLASSIFICATION SYSTEM, as described in Technical Memorandum No. 3-35' Waterways Exp. Sta,3/53
PLATE 3.
'I
Testing Engineers-San Diego
UNIFIED SOIL CLASSIFICATION
PLASTICITY CHART
60
50
3. 3O
20
10
0
0 10 20 30 40 50 60 70 80 90 100
Liquid Limit
gravelly sands, little
1)Group symbol presented in SYMBOL coLumn on BORING LOG;
2) The "A"line is on empirical relationship established by A. Casagrande.
DIATC 4.
lnor
u. uuuuu!ui lossVA!!IU uuuiiuhuu I!IIIlU
GROUP
Well-graded gravels,
SYMBOL
GP
GW grovel-sand mixtures,
little or no fines
Poorly graded gravels,
gravel-sandmixtures,
olittleornofinesCM
a(l)Z Silty.gravels,grovel- c Mo-sand-siltmixtures Cnn—
Clayeygravels,gravelGCsand-cloymixtures
TYPICALNAMES
NOTE:
.Well-gradedsands, oE gravellysands,little
0 ornofines
Poorlygradedsands,
ornofines
Silty sands, sand-silt SM mixture
Clayeysands,sand-
SC cloymixtures
GROUP
TYPICAL NAMES SYMBOL
Inorganic silts and very
fine sands, rock flour
ML silty or clayey fine
01 sands, or clayey silts
with slight plasticity
0 CM
Inorganic clays of low to
Z medium plasticity,
CL gravelly clays, sandy Cn clays, silty clays, lean
.! clays Cn. E W
U, Organic silts and organic
OL silty clays of low
- . plasticity
U., 0 E Inorganic silts, micoceous U -—
MH or diatomaceous fine
sandy or silty soils,
C elastic silts 0
Inorganic clays of high
0 plasticity, fat clays
Organic clays of medium
OH to highplasticity,
organic silts.
Peat and other highly
organic sails
— -
— a.•- - N - - - — — - N - - — — - _ - -
-- - — - . - -
__ a - N.-- I - - -. - -
- III. — II.. — II.. =10MOMMINEN
Scum -
------- N-.---- - — - - N - - — - _._ - — -
_ • - - — - - I • - :I • .ii.i
U I U N -- — UUI• N - -- U.. U N - - - lU U U N - - - IUU• N - - -
. iiuu. uuu. - a - - — — IIU UU —
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IUIUIUUIPIU!
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- - .-.
Testing Engineers-San Diego •.
SHEAR TEST RESULTS
.0 31.5°
c 110 psf -
an
1 2 3 4
NORMAL PRESSURE (ksf)
SOIL DESCRIPTION: hrnwn nrnge Ailty finp RAnd :
JOB NO: 7121 BORING NO: 1 DEPTH: 10-il
(M:_1735MccAULEyLANE88u13p_
CHURCH HALL --
r GIVEN ROD
AGREEMENT SCHOOL FEE FORM
Cof 0
FNVELOPES
INDUST 'F. PI.P4-ENG UWRECT PERMIT SIGNoD
BUSINESS UG WCCOMP
FINAL
I PLANNING
ENGINEERING
UflhJ1iES I FIRE
WATER DISTRICT
i BUILDING
LEED
'FD.OPMEU1 .UCbSf lIE alVS
COIUtIcTIQN LIST MAILED
rz i,Ii4 PTi iE