HomeMy WebLinkAbout2777 ARLAND RD; ; CB910651; PermitBUILDING PERMIT Permit No:
06/26/91 15: 00 Project No:
Page 1 of 1 Development No:
Job Address: 2777 ARLAND RD Str: F1: Ste:
Permit Type: SINGLE FAMILY DWLNG - DETACHED
Parcel No:
Valuation: 221,470
Occupancy Group: R3/M1 Class Code: status :
Construction Type: VN
Description: 2848 + 636 SF GAR + 473 SF DK Applied :
Apr/Issue:
Validated By:
Appl/Ownr : CLOWAR CONSTRUCTION 619 434-0275
P 0 BOX 1902
CB910651
A91U0783
ISSUED
0 4/2 3/9 1
DC
06/26/91
CARLSBAD, CA 92008
**A Fees Required A** ___---_____---_-__
Fees :
Adjustments:
Total Fees:
Fee description --_----_-_-_--_--_-
694. no
7751. no
Buileinq Permit
Plan Cneck
Strong Motion Fee
Ent.er 'Y' to Auto
6 0 0 . U 0
F. M. F . /G. M. F , and Erlter 'Y' to Autoc
Enter Number of ED 2 2 0 0 . n 0
.k BUILDING TOTAL 12334. on
Enter "Y" for Plumbif 7.50
45.00
6.50
Each Plumbing Fixture
Each Buiiding Sewer
Each Water Heater 2.50
22. 00
Gas Piping System 2.50
Each Vacuum Breaker 5.00
Single Phase Per AMP > 200 .25 50. no * ELECTRICAL TOTAL ($10 Minimum) 55.00
install Furn/Ducts > 1 9.00 9.00
Each Install/Reloc Appliance Vent > 4 4.50 ia.no
Each Hood/Fireplace > 2 6.50 13. on
* PLUMBING TOTAL 69.00
Enter "Y" for Electric Issue Fee > 5.00
Enter 'Y' for Mechanical Issue Fee> 15.00
* MECHANICAL TOTAL 55.00
***
Data
Y
0 1
Y
Y
Y
Y
CllY OF CARLSBAD
2075 Las Palmas Dr., Carlsbad CA 92009 (619) 4381161
PERMIT APPLICATION City of Carlsbad Building Departmnt 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161
1. PERMIT TYPE I A - UCCUMERCIAL UNEU UlENANT IMPROVEMENT
E . 0 INDUSTRIAL ONEU OTENANl IMPRWEMENT
c . ORESIDEYTIAL OAPARllfEMr nmUo0 mSlNGLE FAMILY DYElLlYC ~ADDlTlWJALlERAllW
ODUPLEX ODEMOLlllON ORElOCAllN OMmlLE HCUE OELEClRlCAL OPLMBlNG
OMECHANICAL OPmL OSPA ORElAlNlNG UALL OSOLAR OOlHER a. /- d 2. PROJECT INFORMATION PLAN CHECK No. a/ Building or suite No. '
, STm!C. #- LICENSE CLASS ClTV BUSINESS 4. X I
PUN o( DEPaSIl
DATE 4M8/9/
VALID. BY b.L .
",,.,I .il'<P. ,.,, I .. 1 . ... ,. .
,, ,' -7 , ,., ,.-..:,+ '.. , , .x ex. 53?3
FOR OFFICF USF ON1 Y
e
irnurcr :hereof filed with the Building Inspection Dqatt-t lsestim 3800. Lab. c).
IYSURAYCE CCUQAYI POLlCl NO. EXPIRAlIOI DATE
Certificate of Exnpfim:
so a8 to bccm subiect to the Wrkera' ccqwvsation L~IP of California.
I Certify that in the prformncc of the uork for lmich this pmif is issycd. I shall mf enploy any pmon in my mmi
SIGNATURE DATE
8. OWNER-BUILDER DECLARATION Mcr-Bullder De~lalafion: I hereby affirm that I am ex-f frm the COnf~a~f~r~s License tau fop the following reason:
0 I as mer of the propity 01 n, enployees iifh wages as their sole cnpcnration, wiil do the uork and the str~~fure is ~f intended or offered for sale (E=. 7044. BYsines$ ad PrOfFsSions Cde: The Contractor's License Law does not awl" to an mcP of pr0perty who builds or inproves fherem,, and uha daer rwh K)rk himself 01 fhrwgh his om noployees, provided fh% awh inprovmnfs are not intwded ~r offered for sale. If, holever, the building
or inproverent il Bold within one year of cmplerion, the orner-builder will have the burden of PIOving that he did not build or inplove for the plrporr
Of sale.).
0 I. LIS ~lnl of the property. am excl~si~ely cmf~acfing with licewed Cmtracfors 10 ~onsflwf the project 1Sec. 7044, BusiN8s and ProfcssionE Eade: The CmfraCtl)r'i License LIIM doer mf awiy to an ouner of pr0prfy lmo build3 or inproves fherem, and CmnfraCfs for such projects with CmflbCtDrlI)
Licensed p~swnf to the Cmtra~for's License Lay).
0 I am ex-t under section Business and PrOfeEsions code for this reason:
(scc. 7031.5 Buiiness and Professlorn code: ~ny City 01 Comfy uhich requires a pmif to constiwt, alter. iwrove, bli6h. oc 'vir MY otruccum,
pcior to its iewarrc, also rewires the applicant for such pmif to file a oignd sfafmnf that he is licensed plrruant 10 the provisions Of the
C~nf~ecf~v'~ License Leu (Chapter 9, c-cing with Section 7000 of Divisim 3 of the Business end Plofesoimr Code) or that he Is ex-t thclefrm. ad the bsis for the alleged tXenpfiDn. Any violation of Section 7031.5 by any applicant for a permit subjects the awlicanf to a civil pnaify of mt nave than five hwdred dollars tS5001).
SIGNATURE DATE
COllPLElE THIS SEClICU FOR NOW-RESIOENTIAL BUILDING PERMITS ONLI:
1s the applicant 01 future building ~cc-nf 'wired to suhif B buIlnPs plan, acutely hazardous materials registration form or risk mnsgmnf end PlcYCntim
p~cwm mder Sectim~ 25505. 25533 or 25534 of the Prerlry-lamer Hazsrd0ua Sck-$tarre AEC-~ Act?
Is the applicant or future building ocsopdnt rquired $0 obtain a pnif frm the ai? pollution conflol district 01 air qualify mnag-nf disfiict?
11 the facility to bc ~msfructcd Mithin 1,000 feet of the wfe~ mry Of a ICh-1 lite?
DYES 0 NO
DIES 0 NO
OVES 0 NO
If MI OF 1E WRI
Of 1lE OFFICE Of WlEIlCl SERVICES UD 1E AIR POLLUllol EoIlpoL OlSRlCl.
YES, A flu IXRllFIUlE OF OmDNln MI Wl BE ISWED AFTER UI 1. 1939 ULESS 1E Af?LIu*l WS El P IS IEElIY. 1E EWI-ls
9. CONSTRUCTION LENDING AGENCY
I hereby affirm that theie 1% a comt?uctIon lending agemy for the prfornsrre of the mrk for uhich this prmif is issued (Sec 30971i) civil Code).
LfNDER'S NAME LENDER'S MORESS
10. APPLICANT'S SIGNATURE I certify that I have read the awlicetion end sface that the above informtion is correct. I agree to conply uifh all City ordlnancer end State lB19 relating
to building Construction. I ALSO
AWE 10 SAW I*oE*yIFI UD KEEP IWHLESS 1HE Clll Of CAPLIBLD L6LINST ALL LI#BBILITILS, JlUaEMlS. mSlS AW EXPENSES WlCH UI IN u1 UAI Am AGAINST 5110
CITI IN cQSE(*IENCE Of TUE GIu*lING Of THIS PERMll.
Expiration. Every prmit issued by the Building Official under the provisims of this Code shell elpire by 1illlifatIDn and becm null end void if the building
or mrk authorized by such permit is not c-nced Mithin 180 days fm the date of such permit or if the building Or work authorized by such permit iS surpnded
I hereby authorize representatives of the City Of Carlrbad to enter upon the above mentioned pPaprty far inspcfion Purposes.
(Section 303id) Uniform Buildins Code).
os7 PHONE APPROYE0 87:
DATE;
WAIT€: Fie YELLOW: Applicant PINK: Finance
FINAL BUILDING INSPECTION
DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER
PLAN CHECK#: CB910651 PERMIT#: CB910651 PROJECT NAME: 2848 + 636 SF GAR + 473 SF DK
DATE: 03/13/92 PERMIT TYPE: SFD
DATE
INSPECTED: %&I
INSPECTED DATE
BY : INSPECTED:
INSPECTED DATE
BY : INSPECTED:
APPROVED
APPROVED
APPROVED
- 1/ DISAPPROVED __
- DISAPPROVED -
- DISAPPROVED -
FINAL BUILDING INSPECTION ..
DEPT: BUILDING 'ENGINEERING ";IRE PLANNING U/M WATER
PLAN CHECK#: CB910651 PERMIT#: CB910651 PROJECT NAME: 2848 + 636 SF GAR + 473 SF DK
DATE: 03/13/92 PERMIT TYPE: SFD
INSPECTED DATE
BY: AALC INSPECTED :
INSPECTED DATE
BY: INSPECTED:
INSPECTED DATE
BY : INSPECTED:
/ WlZ APPROVED - DISAPPROVED __
4/n APPROVED DISAPPROVED __
APPROVED - DISAPPROVED -
FINAL BUILDING INSPECTION
DEFT: BUILDING ENGINEERING FIRE PLANNING U/M WATER
PLAN CHECK#: CB910651
PERMIT#: CB910651 PROJECT NAME: 2040 + 636 SF GAR + 473 SF DK
DATE: 03/13/92
PERMIT TYPE: SFD
ADDRESS: 2777 ARmD RD
CONTACT PERSON/PHONE#: MH/CLARK/434-0275 SEWER DIST: WATER DIST:
’/ INSPECTED DATE
BY: INSPECTED: 3-17-92 APPROVED - DISAPPROVED -
INSPECTED & DATE BY : INSPECTED: 3-2’4%PROVED c/ DISAPPROVED -
FINAL BUILDING INSPECTION
DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER
PLAN CHECK#: CB910651 PERMIT#: CB910651 PROJECT NAME: 2848 + 636 SF GAR + 473 SF DK
DATE: 03/13/92 PERMIT TYPE: SFD
ADDRESS: 2777 ARLAND RD
CONTACT PERSON/PHONE#: MH/CLARX/434-0275 SEWER DIST: WATER DIST:
C
FINAL BUILDING INSPECTION
DEPT: BUILDING ENGINEERING FIRE * U/M
PLAN CHECK#: CB910651
PERMITI: CB910651
PROJECT NAME: 2848 + 636 SF GAR + 473 SF DK
WATER
DATE: 03/13/92 PERMIT TYPE: SFD
ADDRESS :
CONTACT PERSON/PHONE#: MH/CLARK/434-0275
SEWER DIST: WATER DIST:
INSPECTED DATE
BY : INSPECTED: APPROVED - DISAPPROVED -
INSPECTED DATE BY : INSPECTED: APPROVED - DISAPPROVED -
COMMENTS :
. -.
i CITY OF CARLSBAD INSPECTION REQUEST
c
PERMIT# CB910651 FOR 04/07/92 INSPECTOR AREA PD
DESCRIPTION: 2848 + 636 SF GAR + 473 SF DK PLANCK# CB910651
TYPE: SFD CONSTR. TYPE VN JOB ADDRESS: 2777 ARLAND RD STR: FL: STE : APPLICANT: CLOWAR CONSTRUCTION PHONE: 619 434-02175
OCC GRP
CONTRACTOR : PHONE : n
OWNER:
REMARKS : RS/CLARK/4 3 4 -02 7 5 SPECIAL INSTRUCT:
TOTAL TIME:
--RELATED PERMITS-- PERMIT# TYPE STATUS
SE910053 ED ISSUED
CD LVL DESCRIPTION ACT COMMENTS
19 ST
29 PL
39 EL 49 ME -- -- --
DATE
031392
022892
022892
021892
100391
092491
090491
090391
082091 071091 070591 070291
Final Structural Final Plumbing Final Electrical Final Mechanical
I E
***** INSPECTION HISTORY *****
IESCRIPTION
Final Combo
sewer/Water Service
Sewer/Water Service Final Electrical
Interior Lath/Drywall
Insulation Rough Combo Rough Combo Frame/Steel/Bolting/Welding Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers
ACT INSP COMMENTS
CO PD
NR PD 8:45 AM
AP PD 11:45 AM
AP PD
AP PD
AP PD
AP PD
CO PD
NR PD
AP PD
AP PD AP PD
ROOF O.K.
0 APPROVED PLANS SHALL BE ON JOB SITE
0 INSULATION /
0 INTERIOR LATH OR DRYWAL
........ ,.,.- ,c 'lillil _-a *MU A ^-Muill rraLi".wNa~ ~~ Tpdlp-x..y6n >.,. , . ....... ........................ .,.- -.-._ ............ .I,-_- .... ..-.. _. ...................................... ___ .
0 UNDERGROUND PLUMBING
0 UNDERGROUND WATER
0 ROUGH PLUMBING
0 TOP OUT PLUMBING
0 SEWER AND PLICO.
0 TUBORSHOWER,PAN . , .... ~- ...........
" . 0 .GASTEST
0 WATER HEATER
.: 7
.. , <.-,.-..~&..--- .. ~~. . . .'
f~ ?' . ~~ ....
j
-.
I .j TEMMSRARY SERVICE
..Z3-ELeC'TRIC UNDERGROUND
.. 0 ROUGH ELECTRIC
0 POOLBONDING ,=
0 ELECTRIC SERVICE
0 UFERGROUND
0 G.F.I.
0 SMOKE DETECTOR ..... ". ..... ..,- .... . l._L_ _.( *_ A-&.'*'*'.A... r.:. ................ .- .;= . .. ..... -. __ ...... .__ ......... I. .. - .. -. ............. .- ........
~ ,* *4.I.lwhi.l*-.rr.inr.'i.....-.*... .......*... , . .-_ .......... .......
MISCELLANEOUS
0 PLENUM AND DUCTS
0 COMBUSTION AIR
0 CONDITIONED AIR SYSTEMS
0 SOLAR
0 GRADING
0 POOL
b~ SIGN
0 OTHER ..
.-*-e .~
.. .~~. ~. . "::&*~.:~
,'
..
.:,.,i.
. .? .. ,
n
RLkdD 2777 A- REMARKS DATE I
I
I
*. *,
ESGIL CORPORATION
0320 CHESAPEAKE DR, SUITE 208
The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person.
0 Esgil staff did advise applicant that the plan check has been completed. Person contacted:
SAN DIEQO. CA 81 I23
(619) M101+68
DATE : ",/ aQ,h /
JURISDICTION: a! +E, o
PLAN CHECK NO: - I SET:
PROJECT ADDRESS : 17 7 7 Y on- \p \
PROJECT NAME: SFD//48p C.lC4V k CI OUJb r
The plans transmitted herewith have been corrected where
building codes. 0 necessary and substantially comply with. the jurisdiction's - The Dlans transmitted herewith will substantiallv comlv u with- the jurisdiction's building codes when mino; deficien- cies identified are resolved and checked by building department staff.
The plans transmitted herewith have significant deficiencies
and resubmitted for a complete recheck.
0 identified on the enclosed check list and should be corrected
The check list transmitted herewith is for your information.
plans are submitted for recheck.
0 The plans are being held at Esgil Corp. until corrected
The applicant's copy of the check list has been sent to:
ar @.IOU,* r PO I302 \903
(OArlsLA . c!b I9200A
Esgil staff did not advise the applicant contact person that IID plan check has been completed.
Date contacted: Telephone # 0 REMARKS:
Enclosures:
OGA OAA ORN ODM
~
~ . . . . .. . I . .. I ., .,.. ~~. . .~. . ... . .
ESGIL CORPORATION
0320 CHESAPEAKE DR, SUITE 208
SAN DIEGO, CA 02 123
(610) fW&1+88
DATE : 6/#?/9/
JURISDICTION: @,,I, bad
PLAN CHECK NO: 9/- b SI SET:
PROJECT ADDRESS: 2777 I- an A led.
PROJECT NAME: SED/ GkP. (JIor,: p/ncll “U r
-I
The plans transmitted herewith have been corrected where
building codes.
The plans transmitted herewith will substantially comply
with the jurisdiction’s building codes when minor deficien- cies identified ER. WL 5 are resolved and
checked by building department staff.
The plans transmitted herewith have significant deficiencies
and resubmitted for a complete recheck.
The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck.
The applicant’s copy of the check list is enclosed for the
0 necessary and substantially comply with the jurisdiction’s
0 i’hentified on the enclosed check list and should be corrected
0 jurisdiction to return to the applicant contact person.
0 The applicant‘s copy of the check list has been sent to:
.
1 Esgil staff did not advise the applicant contact person that plan check has been completed.
Esgil staff did advise applicant t been completed. Person contacted:
Date contacted:
0 drtmkz Enclosures: % RPORATION
OGA Om URN ODM
1 I -- - * c
JuRISDIcrION :
PWICH~M NO.: qi 651
PRo.mx ADDRESS: 3 7 77 ArIanrl PA.
To: or <-I o a a r - e plans received by p1a ehctu: -Ls / 16 /91
0 me plan recheck capieted:&q/y/ BY: Sam,s) A=,, f-/ la
Plan check is limited to technical rquirewnts contrind in tb Uniform Buildinp Code, Uniform
conservation, noise attenuation and disabled access. Ths plan cheek is based on r.gulations enforced by the Building Inspection De-t. You may have other corrsctioru based on laws and ordinhnces enforced by the Planning Department, Engineering aputllcmt or other d-ts.
The items shm klw need clarification, uadification or change. All itrr have to be satisfied Won the plans will h in confo~ with the cited codu and mplations. Par See. 303(e), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, cmmty or city law.
Plmbh Code, Uniforn )(.dLMical cod., WtiOM1 Elsctrical Cod0 md stat0 1W IX@Jlath OllO%y
3. !nu fOllOvLy itam ha*. not bun ruoltnd fmprnrL0Urpl.n roviw. lborigi~~l cametion nukr hu been gim for your dumce. In use you did not keep a copy Please UL. all cmtioru on the original tracings and nthit two new set. of prints. md My original plM SO'S that My hatn bOell of the prior correction list, we have returned to you by the jurisdiction, to: ~l0ud those pagu containing the still outstMa@ corrwtions. Plus. contact m if you hve anyq~stionr regardingthese
A. ZWS 0
-- itu.
?luuicdbte bra if My -bm
of corractioru from this list. If thore other chngu, please briefly ducrik thr and wb.n they are lwted on the plans.
ka rd. t0 lh PlUU thet L11 Mt tuult
check.
'I- L
~ ~~
Forr No. llpcs.U290
9. ~n occupancy separation is not required bctwen carport end residence, provided the carport is open on two or more sides end has no enclosed uses above. Section 503 (a) Exception 3.
. show garage fraaing sections, size of header over garage opening. lateral cross bracing at plate line, Mthod bracing garage front and holddObYS if required. ,Chapter 23.
NOn: Heah shear panel height-to-width ratio is 3 1/2 to 1 for plyvood. Iable 25-1. #. Doors cay open into the garage only if the floor or landing in the garage is not more riuyl one inch lwer th~ the door threshold. Section 3304 (i).
Provide an 18'' raised platform for my FAU, water heater, or other device in the guage which my generate a flaw or spark. WC Section 508, UPC Section 1310 (a).
+-
on the plan the roils or not the soil is expansive and note t!!e allowable Wing value. section 2905 (c).
79. me foundation plan dou not complyvith rh. soila report rocomandations for this project. Pluae revin, the report and mdify duign, notes and detaila u rmqubed to shou coap1irnee:
80. Provide notea on the farndrtion plan listing the soils r-rt ncomwdation for foundations, slab and building ped preparation.
81. Provido a letter from the soil. uqinoer confirming that tha foundation plan, grading plan and specifications hva been reviewed and that it has ken detemind that the reccmnmdations in the soil. wrt are properly incorporated into .the eonstnution doaneats (!&an reauired by the soil report).
0
l'hb soils engineer recownded ch.t halshe reviev the foundation excavations. Note on the foundation ~lan that "Prior to the contractor requesiing a Building Departsent foundation inspection, the soils engineer shall advise the building official in witing that:
The building pad was prepared in accordance vith the soils report,
The utility trenches have been properly backfilled and compacted, and
l'he fwndation excavations comply with the intent of the soils report". +. Show height of a11 foundation walls. Chapter 23.
Show height of remined urth on a11
If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 19.
Note on 18118 that bmd shall be b'l minb.m sd. above f inlsh grade . Section 2907 (a). #. Note on pluu tht aurfw water will drain
urd key elevations. Section 2905w
walls. Chapter 23.
avay from build- and shov dra pattern
/. Dhnsion foundhtion per U.B.C. In316 29A:
1 6" 12" 12" 6" 2 8" 15" 18" 7" 3 10" 18" 24" 8"
qaundations lply support a root in' addition to Me floora. Where only a roof is supported, we foundation for one floor. #. sh~ foundation sills to k preaue trrat.d, . or equal. Section 2516 (c) 3. @- ~rou~dcc a 6o:~h-~=parf..~oi~~~:anr @ 40 @ w:ll be revfhrued
accovkyro -10 SO~IS ecpc+S.
Shov foundation bolt air. and apcing. Section 2907 (f).
Specify site, I.C.B.O. number and mnufecturer of pwr driven pins. shw ed e and and distances md spacing. Section 302 td).
f C
2/13/90 6
J c
1
mow that water heater is adequately braced to resist seismic forces, h*en not connected by rigid pipe. UHC Section 504(d).
Show shover stall can accoemodate a 30" circle and has a minim floor area of 1,024 sq. in. UPC 909 (d).
Provide clothes washer hook-up for each unit. Title 24, Part 3.
Show details of duplex conmon (party) walls and floorlceiling assemblies to achieve a Sound Transmission Class (STC) rating in valls of 50 decibels and an Impact Insulation Class (IIC) rating on floorlceiling of 50 decibels. Title 24.
Show how penetrations of assemblies for piping, electrical devices. recessed cabinets, bathtubs, soffits, or heating ventilating. or exhaust ducts shall be sealed. lined, or insulated to maintain required souud transmission ratlng. Title 24.
Provide insulation in walls and ceiling to achieve STC of 50 betwan garage and living area if garage use is not controlled by resident. Title 24.
Provide pluu, ulculations and worksheets to show cqlhce vith currant energy stendards.
Th. replations r.quire a rop.rly completed
fmprintd on the plane, "sticky bsdud" on tha building inspector to actual conrtnrction with the requirements of tha approved enargy design.
lp". and properly signed Form &
. All energy it- showr on the plsnr mst be in agruaantvlth tho Infomation shown ontha properly coopletad form CF-lR.
1 . sp.cify pn the lisUk+m a11 of the mndatorv enem conservat on roauirwmnts aa
. Show the model and efficiency of the space heating (or cooling) system and provida heat loss calculations if the mtput exceeds. k3,OOO Bl'U/Hr.
For roca additions, show that the glaring area of the addition does not exceed 16% of the nevly-conditioned floor arm, plus glazing removed or relocated due to the addition. . Provide fluorescent general li ting in kitchen(r) per CAC, Title 24, 2-53528).
S.T.D. 6 +. pgy conservation design should ba for Zone
Floor drains must have auto-prim (city
1 ooliCV1. _,
Note exhaust fans cmot be ductless type city policy).
ow residential units mst k pee-plumbod for future solar watar heating. Note "two roof jacks aut ba installed" hwre the water heater is in the one rtory araga and directly below the most south facing roof (City ,Ordinance NO. 8093). plyNt "two 3/4" coppr pipes mst k installed to the .ort convenient future solar panel location when the vater heater is not in a one story garage and is not directly klw tho most south facing roof. (City Ordinance No. - 80931.
11 iplng for present or future solar vat= heath mt ba insulated vhur in areas that are not heated or cooled by mechanical ..w (city policy). . Incorporate the vaterpmfing details, on the attached Policy 80-8, vhera interior livlng space occurx blow grade at the mosonry . llwall(s). ..
ow on the Title Sheet on the pluu, tha information required by the attached D.velopnuru1 S.rvIces Shoat 112383. n
183 All mu residential buildings, includ- additions, require a soils report. Please cubmit two copies. Exception: If a room
' addition Is limited to OM story and IO00 sq. ft. in area, then a soils report is not required. figil Corporation will advise tho City to place their soils notice s"Bp on the plhns.
0
Heavy timber frsnlng, minimum 6" x 10" k.nr and minh 8" x 8" post, for the structural baam and column supporting the fire separation between the ara e and living arm above, is
acceptable i'f skwn on the plans. (city policy).
'. J .
7
. City Ordinance 9192 requires two parking i.e. no ashing machines, etc. Show Cwplime.
11 chimays attached to any appli8nce or ireplace that bum solid fuel shall be equippad with M approved spark arrester. The net free aree of the spark arrester shall be not less than four ' times the net free arb of the outlet of the chimney.' The spark arrester screen shall have heat and corrosion resistance equivalent to 12 gauge wire, 19 gauge galvanized wire or 24 gauge stainless steel. openings shall not permit the passage of spheres having a dimter larger than 112-inch and shall not block the passage of spheres having a di.oeter of less than 318-inch.
spaceslmit with clur aru of ZO'xZO'
1f. Pluse sae additional c~rn~tio~. or re, on the folloving page.
189 To wed up the neh.dr process, not. on this list (or a copy) where ucb correction itau has beqn addrused, Le., plan chwt. not. or detail number, ulculation page, etc.
msdeto UW luu that are not a ruultof cornctionr irom this list. If then are o*r changu. easa briefly descrik thea and *re they M outd in * plans.
bmn made to tha pluu not resulting ""f" rm this corrwtion list? P1-e check.
190. PlMSe bldiU- bn if MY ch.ngU bn k.n 0
"f" I& city of Cu1sb.d hr C0ntr.ct.d with Corporation loutd at 9320 Drive, 9u tm 208, SM Diego, California 92123; tal.phona numb 619iS6a-1468, to puform the plan check for your project. If you have any questions regarding these plan duck ita, plwe contact
at agil -%oration. If you hove my questions regarding City Building prmit procedures, please contact Carter Darnell at the City of Carlsbed, 2015 Las Pal- Dr., telephone 6191L38-1161.
nunk you.
0 A,,,\,
Enclosures:
~
2/14/90 11
.. ~. , ... .. ... . .~.. .. ..
. . '.
ESGIL CORPORATION
9320 CHESAPEAKE DR.. SUITE 208
SAX DIEGO, CA 92123
(619) 56e1-468
DATE : . 6/91
JURISDICTION: CARLSBAD
PLAN CHECK NO: YI-GEJI SET: 7- CUPS 5 DES IG!QER PROJECT ADDRESS: 9777 A,-IanA Qd,
PROJECT NAME: 6F 0 /& A E PlorL Clor,ar
The plans transmitted herewith have been ,corrected where
building codes.
The plans transmitted herewith will substantially comply
cies identified are resolved and checked by building department staff.
The plans transmitted herewith have significant deficiencies
and resubmitted for a complete recheck.
The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck.
The applicant's COPY of the check list is enclosed for the 0 jurisdiction to return to the applicant contact person. m The applicant's copy of the check list has been sent to:
0 necessary and substantially comply with the jurisdiction's
. 0 with the jurisdiction's -building codes when minor deficien-
0 identified on the enclosed check list and should be corrected
I
I
, I fl la& CldU9OF 90l3~X I903
P-oAGLod . CA . 1 - - I
I plan check has been completed. Esgil staff did not advise the applicant contact person that
0 Esgil staff _. did advise applicant that the plan check has been completed. Person contacted:
Date contacted: Telephone il
~ ' 0 REMARKS:
By: L5a-70 zl3cz 0 Enclosures:
I ESGImORPORATION
_./,..**:
..
i=uumam AllDDoRaLmSIDGs
Date plans rOceiVed by Jurisdiction: -d/n3/9/
Date plw received by Esgil Cosporation:
Plan check is limited to technical requirements
contained in the Uniform Building Code, Uniform
Plumbing Code, Uniform Mechanical Code, NatiOMl
Electrical Code Md state laws regulating energy
Departwnt. You may have other corrections based
Present California law mandates that residential
constrvction comply with Title 24 and the following
model codes:
1988 UBC (off. 1/1/90)
1987 NBC (off. 10/28/87)
1988 u)(c (eff. 1/1/90)
1988 upc (off. 1/1/90)
The above regulations apply to residential
construction, regardless of the code editions
adopted by ordinance.
Iha circled items listed need cluifiution,
modification or clump. All it.0. have to be
satisfied kton the plens will be in conforwce
with the cited cod- and repulatiolu. PuSr.
303(c), 1988 Unifom Building Code, the appmal of
the D~M. does not permit the violation of any
Daw initial plan check completad:
/91 0 By:&ra Io IQP. a 0 ApjVlfsuht contact person:
7 Telephone: c-
wnm pwmnwss ARB rn m -AS PAGES BAVI~~ORO wc9 nsmm ~o~wiczl~s~ DBLEZBD.
List No. 12. callsbad Single Family Duelling and Duplex With All Supplaaentr. (1988 Vec)
new!
Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to:
Esgil Corporation, 9320 Chesapeake Drive, Suite 1208, San Diego, California (619) 560-1468.
or
92123,
P
I
Please make all corrections on the original tracinps and submit two new sets of orints. and an: original plan sets that ma; have'been returned to you by the jurisdiction, to:
The jurisdiction's building deparLweqt.
Indicate on the Title Sheet of the plans, the name of the legal owner and %me of person responsible for the preparation of the plans. Section 302(a)7.
All sheets of plans mst be signed by tha person responsible for their preparation. (California Business and Professions Code).
Plans, spcifications Md calculations shall be signed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code).
SpOClfy on the Title Shut Of the p1MS th. gross floor area of d element of this
project including dwelling, paage carport, patio, deck and balcony. Section 302ld).
Provide A statfamnt on the Title Sheet of the ly with Title $4 Md 1988 UBC, LW and UPC an8987 NEC.
Subit fully dimensioned plot PIM drawn to scale showing location, size. and use of a11 existing and proposed stnacturer on the lot. Identify property linu and show lot dtanriona and a11 .a~.mult.. shar loution of all cut or fill slopes. Show finish floor elevations and show elevations of adjacent finish grade. Show drainage patterns with minW slops. Section 30Z(d).
Indicate distance frm prqerty lines to proposed building. Section 302(d).
lams that this project shall c
. Show on the title sheet all structurest pools, walls, etc. included under this application. Any portion of the project rhm on the site plan that is not included with the building permit application filed should be clearly identified as "not included."
Clearly show if the lower level is a basement or a story, based on the definitions in Sections 403 and 420. Plot the finish grade (as defined) on the elevations and dimension the distance to the floor above, for story determination.
. On the cover sheet of the plans, specify any by nay of 4 the following:
+
items requiring special inspection,
WIRED SPECIAL IN- In addition to the regular inspections, the following checked items- will also require Special Inspection of the Uniform Building Code. in accordance with Sec 306
1m REQ. IF RMARKS CHECKED SOILS COMPLIANCE PRIOR To FWNDATICN INSP.
STWCNRAL CONCRW OVER 2500 PSI
PILFNCAISSONS
DEsIGNm-sppxIpIED
,OTHER
Exterior walls closet than 3 feet to property lines shall bo one-hour ramd construction and ha* Iu) Opdrtgs. Table 5-A.
12/11/89 2
$. Exterior walls closer than 3 feet to a property line shall have 30 inch DaraDets when the floor &ea per floor exceedi l-,OOO square feet. Section 1709. . Projections, including eaves, may not extend umre than 12 inches into the 3 foot setback from the property line.
. Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 504. . Plastic skylights shall not be installed within that portion of a roof located within a distance to property line where openings in exterior walls are prohibited or required to be protected. Section 5207 (a) 7.
Projections, including eaves! shall be one- hour fire-resistive construction, heavy timber or of noncombustible material if they project into the 3' setback area from the property line. Section 1710.
Show location of permanently wired smoke d rector:
Section 1710. P
f
Centrally located in corridor or area giving access to sleeping rooms.
In the basement. 6 mensleeping room an upstairs, at tho upper level in close proximity to tho stair. In ~QPI adj6cmt to hallwaya swing
p. Oneach story.
height 2i inches or wre above the ceil& height in the hallway. KIPB: htactora shall sound an alarm audible in &sleeping areas of the unit. Section 1210 #. whur the valuation of a rmm addition or repair exceeds $1,000, or W~M sleeping room M created, smoke detectors shall be provided at *bedrooms per item 19 above. Section 1210.
. Habitable rwm, other than kitchens, shall + contain at least 70 square feet if floor area. At least one room shall have not less thnn 120 square feet of floor area. Section 1207 (b).
22. WMow area must be at leaet 1/10 of the floor area and a minimum of 10 squam feet per Section 1205 (a). ~ppears to be deficimt in 0
TOUCZF 0
Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms 1/20 of area is re uired and minh is 1.5 sq. ft. Section 1205 la). . At least 112 of the comn wall must be open and have an opening not less than 25 aq. ft. nor one tenth of the floor area of the interior room if light and ventilation is being supplied from an adjacent room. Section 1205 (a). . Required windows shall not open into a roofed porch unless the ceiling height is at least 7 feet. the lonter side is at least 65% oDen. 4
and the porch :buts a street, yard or couri. . Section 1205 (a). . Provide mechanical ventilation capable of + prwiding five air changes per hour in bathrooms, water closet comparments, laundry rooms and similar rooms if required openable windows are not provided. j. Show discharge point for exhaust air to be at least 5 feet from any mechanical ventilating
ot be used in hthrmna if a tub or &mer is present. . No habitable rm, other than a kitchen, shall + be less than 7'0" in any djmanaion. Section
Section 1205 (c).
Section 1205(c).
1207 (c).
Show that ceilinq height for habitable rooms +' is a minianno of 7 6". Section 1207 (a). . Show ceiling height for laundry rooms,
minima of 7'0". Section 1207 (a). +. Dimension on the plans the 30" clear width for water closet compartments and 24" clearance in front of vatu closet. Section 511 (a). +. specify sdety glahg for glainp in hazardous loutions .uch as glass doors,
hallways, corridors, end bathroomD is h
glaring rdjaCMt to doors and glaring adjacent . to walking surfaces. Section 5406. . Glazing, in th. Sam wall plane as a door, must be safety glaring if within 12" of tha door and less than 60" above the walking surface, unless the glarin is leaded or faceted glasS. Section 5406 td) 6.
Glazing in ahmr and tub enclosures shall be teupered, laminated or approved plastic (including windns within 5 feet of tub or shower floor). Section 5406 (d) 5.
2/12/90 3
Sleeping rooms shall have a windov or exterior door for emergency exit. Sill height shall not exceed 44'' above the floor. The windov must have an openable area of at least 5.7 square feet with the minim OpeMble ' and the min- openable height 24". Section 1204.
Bassments in dwelling units shall comly with the above (even if not designated as sleeping rooms). Section 1204.
Walls and floors separating units in a duplex shall be of ohe-hour fire-resistive construction. Section 1202(b).
A mezwine is an intermediate floor and my not have a floor area exceeding 33 113 percent of the total floor area in the room below. The mezzanine floor must have a clear height of 7 feet, above and below, and must have the long side open to the room below except for posts and protective walls or railings not exceeding
42" in height. Section 1716.
The loft you show does not comply as a mezwine floor and is, by Uniform Building Code definition, a story. Section 1716. -
Floor. above tho second story shall have not less than 2 exits. Excoptionx: 1. Occupied roofs may have one exit if such oc ied ueas
higher thhn hdiately above the second story. 2. When the third floor within a unit does not exceed 500 sq. ft., only one exit need be provided. Section 3303(a).
R uired exit doorways shall be not 1eSS than
and shall be capable of opening at least 90 degrees. Section 3304 (f).
Provide 36" high protective railing for porches, balconiu, and open rid- of rt.Lr landings. Opaningr betwoan railhr rhall be lexx than 6". Section 1711. . .
are less thhn 500 square feet and "s ocrted no
36' Y in width and not lesr than 6'8'' in height,
,I
Show hov guardrail connution detail. are adequate to lupport 20 per lin~l foot at r right angle to tho top rail.' Table 23% /
Provide stainray and landing details. Section 4 3306 (a), (C) and (P).
/. Maxi- rise is 7" and minimum run is 11". Wten the stairs serves less than 10 occupants. or serves an unoccupied roof, rise may be 8" naxh and run 9" minima. p. Minima headroom is 6'-8". 1. Min5nr.m width is 36". ,$k a handrails per Section 3306 (j), shall satisfy the following:
Provide handrail for stairways with 4 or more risers.
Handrail shall be 34'' to 98" above the nosing of treads.
The handgrip portion of handrail shall be not less than 1 112". nor more than 2" in cross-sectional dimonsiott.
Every stairday landing shall have a dimension, measured in the direction of travel, at least
equal to the stairvay width. Such dimension need not nxceed 36 inches. Section 3106 (g),
1.
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3304 (j). . hn interior door may open inward at tho top step of a stairway provided the top stop is not more than 7 112" lower than the floor level. section 3304 (i). . Provide detail. of wind* stairway colpplying with Section 3306 (a): / nin- tnad is 6 inches at any point and min- 9 inches at a point 12 inches from when, the trradr are wrWeSt.
~utkp rire ir I) inchrs. JI . Hinniarn width is 36 inches. 2
5/10/90 4
)d. Provide spiral stailvay details, per Section 3906 (f): 1. UinL.ua run is 7 112 inches measured at a point 12 inches from where the treads are the narrowest. /. Hwimum rise is 9 112 inches. Hwlmum clear opening between risers is 6 inches.
Minimum hdrm is 6 feet 8 inches
The tread uust provide a clear Walking area measuring at least 26 inches from the outer edge of the supporting colunm to the inner edge of tho handrail. . Spiral stairways may not be used for required exits vhen the erea served is greater than 400
sq. ft. Section 3306 (f).
Provide I.C.B.O. Research Report end number for metal stairday, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication plans shall bo suhitted to and apptoved by the building official prior to inrtallation. . Exterior stairnays shall not project into the 3 foot setback from the property lines. Section 3306 (n). . ~alls and soffits of the enclosed usable space undu intuior stain shall be pmtected on the enclosed side .o required for one-hour fire-resistive construction. Section 3306 (IO). . Within unit., show that corridor# have a
4
4 miniae widfh of 36 inches. Setion 3305 (b).
a
j6: specify root slope.
specify I.C.B.O. or U.L. approval #umber for f roof materials not coved in U.B.C., e+, tile, etc.' Section 107.
Specify mMmun 114 inch pr foot roof slope # for drainage or desi to support accumleted water. Section 3207 g) and Section 2305 (f). p'. Show roof dreiru and overflows. Section 3207.
Provide skylight details to show cqlimce with Sections 3401 end 5207 or provide 4 I.C.B.O. approval number. f. Plastic skylights mst be separated from each other by at least 4 feet. Section 5207 (a) 6.
Show attic ventilation. Uiniwrm vent area is 11150 of attic or 11300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents. Show required area and area provided. Section 3205 (e).
. Provide fireplace construction details or note
construction to bo pr attached fireplace standard drawing. Chapter 37.
. Show anchored veneer support and connections + attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)l and Section 2515 (a). Show ties end #9 wire in horizontal joints. p. Show height end construction details of all masonry walls. Chapter 24. . show floor and roof conrvctions to masonry walls. Connection shall resist 200 pounds pr lineal foot or the actual design load, Vhiclnvu is . Cross grain tension or wing in Section 2310.
ledgers is Mt puoitted.
. show a minima 2" air space and flashing I between planter and building walls. Section 2516 (c) 7.
Guwe requm one-hwt fin sida of walls Table 5-1,
7/. AII e1-t. supporting floor atw.gar.g., including walls support- floor joists, wt have one-hour fire-resistive protection on the garage side. Section 503 (b)
'shw 1 318" solid core Self-closing door for Section
f. Gerqes are not permitted to open into a 1000
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8 between garage and dwelling.
used for sleeping purposes. Section 1104.
12118190 5
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)I!. .h occup~cy separation is not required between carport and residence, provided the carport is open on two or more sides and has no enclosed uses above. Section 503 (a) Exception 3.
. show garage framing sections, size of header over garage opening, lateral cross bracing at plate line, method bracing garage front and holddowns if required. Chapter 23.
N(m: Maximum shear panel height-to-width ratio is 3 112 to 1 for plywood. Table 25-1. . Doors nay open into the garage only if the floor or landing in the garage is not more than one inch lower than the door threshold. Section 3304 (i).
Provide M 18" raised platform for any FAU, water haater, or other device in the gnrage which may generate a flame or spark. UHC Section 508, UPC Section 1310 (a).
Per soils report, note on the plan the soils classification, whether or not the soil is expansive and note the allowable baring value. Section 2905 (c).
79. l'he foundation plan doas not e ly with the
Please review the rrport and modify design, notes and details as required to show compliance:
soils report rammendations for *;R is project.
The soils engineer recomded that helshe review the foundation excavations. 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: 0 The building pad was prepared in accordance with the soils report, 0 The utility trenches have been properly backfilled and compacted, and 0 The foundation excavations comply with the intent of the soils report".
94. height of a11 foundation walls. Chapter
Show height of retained earth on all foundation wells. Chapter 23.
If cut or fill slopes exist, show dirtance of foundation to edge of cut or fill slopes and show steepness and heights of Cuts and fills. Chapter 29.
abova finish grade. j6. Note on plans that woad shall be 6" minima
#. Note on plans that surface watar will drain
jd -.ion fowdation per U.B.C. Table 29A:
Section 2907 (a).
awayfron building and showdra and key elevations. Section 2905
80. Provida notes on the foundation plan listing the soils raport recomandation for foundations, slab and building pad preparation.
F'rovida a letter from the soils e&neer confirming that the foundation plan, grading plan and specifications have bean raviewad and that it has baan deterninad that the recomeadations in tha soils raport ara properly incorporatad into ,the ConrtruCtion docmants (W~M required by the soil report).
1 6'l 12" 12" 6'' 2 8" 15" 18" 7" 3 10" 18" 21" 8"
nPoundations may support a roof in addition to 1 m floors. Were only a roof is supportad, use foundation for one floor. f. show tomiation sills to be prassure traatad, . or equal. Section 2516 (c) 3.
Show famdation bolt size and spacing. Section 2907 (f).
Specify size, I.C.B.O. numbar and @.cturer of pwar drivan pins. shov adeandand distances and spcing. Section 302 fd).
@- Prov7& o 60:ls Pepo&. C!~iraC~:on~ @ 40 @ w;ll be wzvPewed
uccoteEn Jo ~of~e ~e-po~~ 3
. If required, show size, imbedment and location of hold down anchors on foundation plan. Section 302 (d). . If hold downs are required, note on plan that hold down anchors mst be tied in place prior to foundation inspection.
show adequate footings under all beering walls
show on the plans stepped footi s for slopes
Show minimum 18" clearance from grade to bottom Pd of floor joists and minimum 12" clearance to bottom of girders. . Show pier size, spacing and depth into undisturbed soil. Table 294. +, Show minimum underfloor access of 18" x 24".
sq. ft. for each 150 sq. ft. of underfloor arm. Openings shall be M close to comers M practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6.
Section 305 (e) 1.
and shear Walk. Section 2907 (b).
@ steeper than 1:lO. Section 29077~).
Section 2516 (c) 2.
ventilation equal to 1
. Sbow wall bracing. Every exterior wood stud wall end in cross-stud partition shall be braced at each and at least every 25 feet of length with 1 x 4 diagonal ht-in braces or equivalent. Section 2517 (9) 3, Table 25-V.
located at each end or M near theretoas possible and coqrise at least 25 percent of the linear length of the wall, or provide design. Section 2517(g)3, Table 25-V. . Note cross bridging or blocking. Floor joists and rafter. 12" or .om in depth rhll k supportad laterally by bridging at intervals not exceeding 8 feet, unless both edges are held inline. Sec. 2506 (h), 2517 (6) 6. . Show blocking at ends end at supports of floor joist., rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. . Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist.
9
Section 2517 (d) 5.
I
. Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be jut above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (hl 4. .. . Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. . Show double top plate with minh 48" lap splice. Section 2517 (8) 2. $. Show nailing will be in compliance with Table 25-Q.
9. show or note fire stops at the following
In conceeled spaces of stud walls and /. partitions, including furred spaces. at the ceiling and floor levels and at 10 foot intervals along the length of the wall; 1. At all interconnections between concealed vertical an6 horizontal space. such as occur at soffits, drop ceilings Md cove ceilings;
In concealed apace. between stair
nm end between sad. .lay and inliru with the run of xtairs if th. walls under the re M unfinished; end
s around vents, ipes, ducts,
locations per Section 2516 (f): 4
ireplaces and sim s lar openings
floor-ceiling asswblies and att s cs in line
which afford a passage for fire at and floor levels, with noncm ceili%s tiblr materials. . In duplexes, draft stops shall be mrided in
with walls separating unit. and separating units frcm coIpwln ere~. . shov sad siu and wing. )(uinr allowable stud heightr: Bearing wall: Zx4andZx6 max. 10'; Non-king: 2 x 4 mx. 14', 2 x 6 . max. 20'. Table 25-R-3.
2. Stud. Suppwting two floors, a roof end + ceiling mst be 3 x 4 or 2 x 6 at 16'' 0.c. Table 25-R-3.
3. Note on A.1.t.C. Wrtifiuu of Caplianca for glued laminated wood mmbers shall be given to the building inspector prior to installation. Section 2505.
J
2112l90 7
ii
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. Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (m).
5. Lktail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513.
6. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. lkintain msxir~~~~ diaphragm dimension ratios. [Tables 25 I, J, K and Section 4714 (d)]. . Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. . show 112" minh cl.atanc. between top plate of interior partitiom and bottom chord of trusses. (To ensure loading will be as designed).
4
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. Provide roof framing plan and floor framing plan. Section 302 (d).
Section 302 (d).
ify all haador sizes for wing over 4'
calculations for main vertical and horizontal framing wnbera and post footings. Section 302 (a). . Provide calculations for lateral loads, shear panels shear transfer and related. Section
Section 2517 (6) 5.
. In Seismic Zones 3 and 4, the allowable wall value8 for dryhall in Table 47-1 aut be reduced 50 premt wh.n consider^ urthprulu load8. Ms dou not apply to wind loads. Footnote 1.
developed in the structural calculations. Section 302 (a). (See coamants below or at end.)
Show on the ph all structural requir.0lmt.a
. Colunr hnd posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basemants and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4.
7. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unlass 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.
8. Show location of attic access with minimnu size 22" x 30". . Show draft separation for attic areas between units in a duplex. Section 2516 (f).
0. Specify plywood andlor particle board thichess, grade and panel identification index. Table 25% . When roof pitch is less than 3:12, design ridge M a beam.
2. If foundation cripple wall studs are less than 14" hi*, framing rRall be solid blocking, or sheathed with plywood. Section 2517 (g) 4. . Cri le wall studs excaeding 4 feet in height &!!be 3inch bv4 inchor Zinchexby6
z
4 9 td P 4
Section 3205.
Section 2517 (h).
inches hen sup ding 2 stories. Section 2517 ($4.
osed eavu, or "tended with Show plywood sheath other weather exterior glue." Plywood used for exterior wall cover shall be the exterior type. Section 2512i), 2516(g)3. . Detail txuss layout for 30" x 30" attic access, if roquired for equipment in the attic. ,
Mdgu, hips, hnd VAlhyS rh.11 be at 1-t one size larger &an nrpported rafters. Section 2517 (h) 3. . In opn beam construction, provide strap ties + across tha beams at the ridge support. Section 2501 (b).
All heating. ventilating, hnd cooling systma .nd appliances shall comply with the Unifoxn Hech~ical Code.
.
Show the size, location and type of all heating end cooling appliances or systems.
. show source of combustion air to furnace, per Chapter 6, W. . Every dwelling unit shall be provided with heating facilities capable of maintaining a room tempratwe of 70 degrees P. at 3 feet above the floor in all habimble rooms. Show basis for compliance. LBC, See. 1212.
. Shw minhm 30" deep unobrtxucted working space in front of furnace. Section 505, VnC.
I&. Aunace shall not k installed in any bedroom, bathroom or in a closet or confLIed space with access only through such room unless specified as direct vent appliance, enclosed furnace or electric heating appliance.
. Show I.C.B.O. approval number for prefab fireplace. Show height of chinmey above roof per I.C.B.O. approval or Iable 37-B. . Show access to the attic containing equipment to k minh 30 inches by 30 inches. lbe open5ng may k 22 inches by SO inches if the equipwnt un be rammed through such opening. Section 108 VnC. . be equipment is installed in the attic, the distance from the attic ucers to RIsh equipwnt shall not exceed 20 feet.
116 Note thatpass6gwey to the attic furnace .hall k unobstructed and have continuous solid flooring not less than 2L inches wide. Sution 708 WC. . Show perasnent electrical outlet and lipbring fixture controlled by a switch for the attic funuce. Section 708 W.
Srov details to collply with Section 709 for '" furnace undu the floor, or Seetion 710 for roof or outside furnace. . Note on plan: Gu vents end non-combustible
piping, in walls, passing throuph -0 floors or less shall k effectively draft stopped at each floor or sei1 WC, Section 1706
3
150 Provide dryer vent to outside. W, Section 9 1903.
I I
All wiring shall comply with the National Electrical Code. . Shw on the plan the aaperage of the electrical service, the location of the service panel and the location of any sub- panels. If service is over 200 amps, subit single line diagram, panal schedule and load calculations.
II'
. Show location of all electrical receptacles. . Electrical receptacle locatio- endlor spacing is not adequate in
. Shw at least one convurimce outlet otber than outlets for laundry, etc., outdoors, in ghrages and baremnts. h7X, Art. 210-52. . Note convenience outlets in bathrwms, kitchen counter top(s) within 6 feet of the kitchen sink, outdoors, and in guqw and baseaents (other than for laundry and rbilar equipment)' shall be GFI protected. hz, Art. 210-8. . Note electrical systm ground to k provided per hm, Art. 250-81.
+
. Show water hester size, typ. and location on plans. UPC, Section 1301. . Show source for prwiding combustion air to fuel budng water heater. If wall opurlrvr in an enclosure are used, at lmst one-half of the required opening area shall extend into the upper twelve inches of the enclosure urd one-half within the lower twelve inchss. UPC, Section 1307. . Fuel comtustion water heater shall not k inst.1l.d in bath or bedroea or in a closet opening into bath or bdrooo. UPC, Section 1309. . Rovide adequate barrier to protect water heater from vahicle dwe. An 18" pletfom for the water heater docs not s8tisfy this requirement. UPC, Section 1310.
Ik. Show T and P valve on water heater and show
+
+
9
/ route of discharp. line to exterior. UPC, Section 1007 (e).
1/19/90 9
Show that water heater is adequately braced to resist seismic forces, when not connected by rigid pipe. UHC Section 504(d). . Show shower stall can accouonodate a 30" circle and has a minimum floor area of 1,024 sq. in. UPC 909 (d).
Provide clothes washer hook-up for each unit. Title 24, Part 3.
. Show details of duplex comn (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floorlceiling of 50 decibels. Title 24.
. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 24.
Provide insulation in walls and ceiling to achieve Sn: of 50 between garage and living nrea if garage use is not controlled by resident. Title 24.
hide ph, calculations and worluhasts to show compliance with current energy standards.
Ih. regulations require a properly completed and properly signed Form CF-lR to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requi-ts of the approved energy design.
All it- shown on the plan6 nust be in agt.rsnt with the infomation shown onthe properly compl6.d Form CF-IR.
Specify on the buildinn u all of the mandatory anew cons-tioFLquiyeats - listed on the enclosure titled, I(andat0rV hem Consorvat-.
Show the make, model and efficiency of the space heating (or cooling) systr and provide heat loss calculations if the output exceeds 45.000 BW/Hr.
For room additions, show that the glazing aree of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing removed or relocated due to the addition. . Provide fluorescent general lighting in kitchen(s) per CAC, Title 24, 2-5352(3).
+-
CAI0 S.P.D. 6 DupLEI( +. pgy conservation design should be for Zone
6. Floor drains must have auto-prime (city Y policy).
Note exhaust fans cannot be dbctless typ (city policy).
178 New residential units must be pre-plumbe4 for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093).
179 Note "two 314" copper pipes must be installed to the mst convenient future solar panel location when the water heater is not in a one story garage and is not directly below the mst south facing roof. (City Ordime No.
80 All piping for present or future solat water heating mat be insulated when in areas that are not heated or cooled by mechanical mumi
. Incorporate the waterproofing details, on the attached Policv 80-8. where interior livh
0
0
0 8093).
(city policy).
space occurs~below -grade at the maso..j; wall(s).
182. Show on tha Title Sheet on the plans, the infomation required by the attached Developoantal Services She& 112383.
@All new rUidonti.1 build-. including additions, require a soils report. Plut. subit two copies. Exception: If a r'oQ . addition is limited to one story and loo0 sq. it. in area, then a soils report is not required. Esgil Wrporation will advise the City to place their soils notice stamp on the
Heavy timtar framing, minimum 6" x 10" beems and ninirmra 8'' x 8" post, for the structural beam Md colmn supporting the fire separation between the garage and living area atmve, is acceptable if shown on the plans. (city
policy).
0
2/26/90 10
. City Ordinance 9792 requires two parking spaceslunit with clear area of ZO'x20' Le. no washing machines, etc. Show compliance.
187 All chimneys attached to any appliance or fireplace that burns solid fuel shall be equipped with an approved spark arrester. The net free area of the spark arrester shall be not less than four tines the net free ara of the outlet of the chimney. The spark arrester screen shall have heat and corrosion resistance equivalent to 12 gauge wire, 19 gauge galvanized wire or 24 gauge stainless steel. openings shall not pexmit the passage of spheres having a diamter larger than l/Z-inch and shall not block the passage of spheres having a diameter of less than 318-inch.
0
it. ~lsnso see additional corrections, or remarks, on tho foll- page.
189 To speed up the recheck process, not. on thir list (or a copy) where uch correction itam has bsen addressed, Le., plan sheet, note or detail number, calculation page, etc.
190. Pleas. indicate hem if any changes have been de to the planr that ue not a result of corrections from this list. If there are other ehangu, please briefly descrik them and where they are located in the plans.
been nude to the luu not result- 7" ro. thir c-tion list! Please check.
0
2" Ilo
Ih city of Wr1.b.d haa contractmi vith E6 il Corporation louted at 9320 QUUPUL. DriVo, dt. 208, SM Diego, California 92123; telepholu number 619/560-1&68, to perfom the plan check for yaU project. If you have any questions regarding these plan check it-, please contact
at mgil rnai&ation. If you have any questions regarding City Building pexmit procedures, please contact Mer Darnell et the City of Carlsbad. 2075 Lan Palmas Dr., telephone 619/&38-1161.
Thank you.
0
Enclosures :
2/14/90 11
. ...A
.. ” .
DEVELOPMENTAL
SERVICES
EWLDIN(P DEPARTMENT
&it? of CarMab
THE INFORMATION LISTED BELOW MUST BE SHOWN ON THE TITLE SHEET OF THE PUNS
FOR YOUR SINGLE FAMILY DWELLING
Site Address / J’ Legal Description
Assessor’s Parcel Number /
in cubic yards >
Contact Person - Name and daytime Phone Number /
Circle any Planning Commission or City Council Action oh thfs Property:
Variance, Cotditfonal Use Permft. Tract or Parcel Map, Zone Change, /
Planned Development, Redevelopment Permit, Specific Plan. Site
Development Plan
PLAN CHECK NUMBER q/ - 6 5 I
cd 112383
DateicfS/&/9/ Juri sd ic tion-
Prepared byi 0 91dg. Dept.
-
VALUATION AND PUN CHECK FEE Esgil A
BUILDING ADDRESS 27 77 drlcznrl PA.
APPLICANT/CONTACT - I PHONE NO.
?LAN CHECK NO. 91-651
CONTRACT08 PHONE
BUILDING OCCUPANCY e- 3 /H - DESIGNER PHONE
TYPS OF' CONSTRUCTION Uhl
I'
I I 1 Total Value
Building Permit Fee S J 1066 .- 5*
Plan Cheek Fee t t 693. 23 -
C 0 H HE NTS;
SNR TDD6 4
ccc PROJECT ID: HHH E E E -'- K K K Site Plu do 1.
@do 2. show on 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 dimension setbacks.
Finish floor elevations, pad - elevation e adjacent to building, existing and proposed (0) grade and drainage patterns.
Provide legal description and Assessors Parcel Number. @fa 3.
4. No Discretionary approvals were required.
5. Project complies with all Engineering Conditions of
Approval for Project No. & 807
Project does not comply with the following Engineering Conditions of Approval for Project No. 6.
Conditions complied with by: Date: usLLw&x 8b 7. Field review completed. No issues raised.
8. Field review completed. The following iusues or
discrepancies with the site plan were found:
site lacks adequate public improvemento
conflict with site plan.
Site is served by overhead power lines.
0 0 0 A. ooa B. Existing drainage improvements not shown or in
0 0 0 c.
4
! *
.
P
ooo D.
Oo0 E.
Oo0 F.
do 0
000
Grading is required to access site, create pad or provide for ultimate street improvement.
Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem.
Other :
9. No dedication required.
10. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 81" x 11" plat map and submit with a title report and the required processing fee. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. The description of the dedication is as follows:
Dmdication completed, Date By: -
11. No public improvements required. SPECIAL NOTE: Danaaed ox adiacent to buw site & the satisfaction of the City insDector - a 12. Public improvements required. This project requires construction of public improvements pursuant to Section 18.40 of the City Code. Please have a registered Civil
Engineer prepare appropriate improvement plans and submit for separate plancheck process through the Engineering Department. Improvement plans must be approved,
appropriate securities posted and fees paid prior to issuance of permit. The required improvements are:
Improvement plans signed, Date: 5 NO/ 9 by:J-.Mums
P:JDOCSWIs~\lllo.Bn REV. wnn1
, 1 I
+ 13.
.
- I
Improvements are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the City Code. Please submit a letter requesting deferral of the required improvements together with a recent title report on the property and the appropriate processing fee so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit.
Future Improvement Agreement completed, Date:
Oo0 13a.
14.
OD0 15.
Inadequate information available on site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours.
Include accurate estimates of the grading quantities (cut, fill, import, export).
No grading required as determined by the information provided on the site plan.
Grading Permit required. A separate grading plan prepared by .a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering Department. The must be mued ete to the
Fitv InsDector Drier to4mwr.w of B-
Grading Inspector sign off. Date: by:
a,n a 16.
17.
O' 18.
19.
ukln 20.
Right-of-way
Right-of-way
Permit not required.
Permit required. A separate Right-of-way
Pekit isau0d by the En the following: a
Sewer Permit is not required.
Sewer Permit is required. A sewer Permit is required concurrent with Building Permit issuance. The fee required
is noted below in the fees section.
Industrial Waste Permit is not required.
21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Building
Permits. Permits must be issued prior to occupancy. c
I Industrial Waster Permit accepted -
*' Date: By:
msLmdra
0 M/& 27. Park-in-Lieu Fee PI) wll% MS 803 Quadrant : Fee per Unit:
i
/
Total Fees:-
23. Traffic Impact Fee
Fee Per Unit: 6m Total Fee: 600
Fee Per Unit: Total Fee:
la.
0 N/9 24. Bridge and Thorough fare Fee
m 25. Public Facilities Fee required.
od/Q 26. Facilities Management Fee Zone: I Fee:
a 27. Sewer Fees Permit No.SF91Or)5? EDUS sJxtbd0 = f6fO
Benefit Area: NohsF Fee:
0 q/fi 28. Sewer Lateral Required:B/dm. \nl rw .IMP.PlKWQ
Fee :
E4 29. REMARKs:S34OJFUWRTI DE3 OF AUA r30 Rb. bEDLf+mJ
_clew " Wtd PlTE Pf 64' m\\I FN4Y MOST ffim
WITH DEtrL)W scK)ul doh) DG310-0. FOR
pRluf.wA, P83cEss KW SltWmJ) u16. 310 -0 -
fi~ MAINME rn pueuaz csrsru~~~ 1 ES dT.
1
2J 4snnoEa SUALF MUST R e WlbFQ 70 D~QEJ r
rnh PrnL,.W SIW Pd
TO IBBvlc P.RNIT
__
P:~WISW\PiW00lO.DW REV. 02/27/91
I
identitied
-. . . , .. ,
.. . ,
compliance with conditions of approval? If not, state conditions which rqtlirr action.
/I -I i ' ' ,. ,". P, ., . ,., - CondihofABBpcwsl . ,.
, ., .., *. ~~~. .. . . ,. .~.. .,. .. , , .
.. . . , ,. . - , ~~.., . . / .. ...,. ~ . .. . . . . ,. .
-J/. . . . . . , , , . , . . . . .,. , . .. , .. '"m. me.-- Pacdtlke@mkYEs, NQ- .. .
DATE OF APPROVAL:
. .- ,-.@&a, C~XW Dd Rio South, SUia 125, San w, CA. 921085520 '. ,i' , .,,. ..),j . . : . . >. I ~ ,. ;q'i\,q, ', ~. ,;> ,<, . (T: ..i., ,., , , .I' ," . .. 3 ,+ :\ I ~'
., .-&19) -297.974e . . '
Compliance with conditions of approval? If not, state cdtions which requirr action.
Conditions of Approd
?','> , ')j." ', ..
, , ~ ;'r
site pkn:
do 1.
do 0 3.
4.
da 0 1.
do 0
2.
3.
4.
provide a fully dimensioned site plan dram to scale. Show: North arrow, property lines, easements, existing and proposed structures,
streets, existing street improvements, nght-of-way width and dimensioned setbacks.
Show on Site Plan: Finish floor elevatiok, elevations of finish grade
adjacent to building, existing topographical lines, existing and proposed
slopes and driveway.
Provide legal description of property.
Provide assessofs parcel number.
PLNCKFRM
GEORGE P. LOUNSBURY R.C.E.
NO. ELM STREET IDO, CA 92026 6191 ,743-6282 .:..
i .? ,, I-
DATE: 05-13-1'331
BY: G.P.L.
PAGE NO. : & OF -
SbPPORT BEAM5 CARRY PoitJT LOADS - Ct4kcr NoTCI-IIkJG
Y 4/b5'
... "-_^ __,_ -__~ ~.~~~ ... . ,. . . .. -, . _..~_ ~~ '1 .~
CALCULATIONS ,
I=elllllll==PIE-------------------------- _______-___________-______
BURY R.C.E. DATE: 04-17-1991
,I
, BY: G.P.L.
PAGE NO. : i. OF 2- .---*------------------------------------------------------------------------- ,&K 6 FAWN CLOWAR .' CLOWAR - 2177 ARLAND RD. JOB NO.: 91038
P.O.,BOX 1902
TEL. (619) 434-0275
..,__-----_________--__---------------------------------------------------------
1 -.' CARLBEAD, cA,,92008
WNERAL NOTBS :
THE SIZES SHOWN ON THESE CALCULATION SHEETS ARE MINIMUM
.,SIZES BASED ON STRENGTH REQUIREMENTS, AND THEREFOR MAY BE 'SMALLER THAN THOSE CHOSEN TO SATISFY ARCHITECTURAL REQUIREMENTS. ACCORDINGLY THE ARCHITECTURAL DRAWINGS AND
NOT THESE'CALCULATIONS SHEETS SHALL GOVERN IF SIZES GIVEN ARE IN CONFLICT. IF THE ARCHITECTURAL DRAWINGS GIVE A :..B)WILER SIZE FOR A MEMBER THAN CALLED FOR IN THESE
ULATION SHEETS THE MATTER SHALL BE BROUGHT TO THE IATE ATTENTION OF THE ENGINEER.
AND QRADE SHALL BE PER UBC TABLE 25-A-1 D TIMBER SHALL BE PER UBC TABLE 25-C-1 BC CH. 25, MIN. F'C =2000p~i
ORM TO UBC STANDARD 24-6 RBINBORC1Nd:'STEEL SHALL CONFORM TO-UBC STANDARD 26-4 STRUCTURAL STEEL SHALL CONFORM TO UBC STANDARD 27-2
REFBRENCES :
(a) 1988tUWIPORM BUILDINQ CODE (b) TIMBER CONSTUCTION MANUAL
(C) REINFORCED MASONRY ENQINEERING HANDBOOK (d) REINFORCED CONCRETE DESIQN (e) SIMPLIFIED DESIGN OF STRUCTURAL STEEL
LOADING: ITEM \ CASE-> ROOF-1 ROOF-2
ROOFING 5 4.0 FLOOR I NG =
SHEATH I NO 5 1.5
I 2.0
0.0
FRAMING CEI L I NG -
INSUL . I 0.0 MI sc P 0.0
V
-
E DL(leve1) =m I LL * 16.0
TL = 25.0
CE I L I NG
2 ;O
2.6
1 .O
5.0
0.8
I 5.0
FLOOR-1
3.0 2.0
3.0
0.0
0.0 0.0
10.0
40.0
50.0
FLOOR-2
3,s
215
6.0
66. 0
bb. (3
rRBPETITIM USE VALUES USED FOR STRESSES Fv- 95 Pa i
E- 1700000 PS 1 Fb- 1450 PS i
USE: 2x6's @ 24"o.C. #2-DF/L
L- . !18"ft, LL ~-.20 #/lf, TL = 30 #/lf
A 6 S RhLECT WOOD STRESS INCREASE WITH LOAD DURATION VI 270 # A= 3.410526 in.2 n- 1215 ft.# S= 8.044138 in.3
DEFLECT LL= L/ 240 = .9 in. I = 30.8753 in.4
* DEFLECT TL= L/ 180 = 1.2 in. I = 34.7347 in.4
REPBTITIVE USE VALUES USED FOR STRESSES Fv= 95 PS Fb= 1450 PS i E= 1700000 PS i
USE: 2x8's @ 24"O.C. #2-DF/L
IRH-11 HIPS - VALLEYS DESIQN sunnARY LL= 960 u TL= 1500 U
L= 18.5 ft.
R2= 500 # R1-W 1000 # A= 12.63158 in.2 n= 3560.325 ft.# S= 27.3433 in.3 DEFLECT LL = L/ 240 = .925 in. I= 87.09978 in.4
DEFLECT TL = L/ 180 5 1.233333 In. I= 136.0934 111.4
Fv= 95 PS Fb= 1250 PS i E= 1700000 psi
USE: 2-2x10 XZ-DF/L
(RH-21 HIPS - VALLEYS DESIQN SUMMARY LL= 648 # 'rL= 1012.5 #
L= 12 ft.
R2= 337.J #
RlW= 675 #
M= 1558.845 ft.#
DEFLECT LL = L/ 240 = .6 in.
DEFLECT TL = L/ 180 = .8 in.
Fv= 95 psi
Fb= 1250 psi
E= 1700000 psi
A= S.526J16 in. 2 s= 11.971'33 in.3
I= 24.73659 in.4
I= 38.65092 in.4
USE: 2x8 #2-DF/L
" HIP SUPPORT DESIGN SUMMARY
L 18 ft. P-TL = 2025 # P-LL = 1296 #
S REFLECT WOOD STRESS INCREASE FOR LOAD DURATION v= 10.12.5 # A= 12.78947 in.2
,Ma 9112.5 ft.# S= 69.984 in.3
DEFLECT LL = L/ 240 = .9 in. I= 177.8417 in.4
DEFLECT LL = L/ 180 = 1.2 in. I= 208.4082 in.4
Fv= 95 psi
Fb= 1250 psi
1700000 psi
USE: 4x12 #2-DF/L
!. .
, ., , :'!, .; i m' HIP SUPPORT DESIGN SUMMARY
,: L ,,E 16' ft. P-TL =' 1550 # P-LL = 992 *
, . .i ;,
C( c s REFLECT WOOD STRESS INCREASE FOR LOAD DURATION
Vu 775 # A= 9.709474 in.2
M= 6200 ft.# s= 47.616 in.3
DEFLECT LL = L/ 240 =, .E in. I= 107.5561 in.4
DEFLECT LL = L/ 180 =' 1.066667 in. I= 126.0423 in.4
Fv= 3s Psi: , , Fb= 1250 psi ' . 1 E= ' 1700000 ,psi, I! ,, ,
USE8 4x10 #2-DF/L ! !
I
AL CALCULAl
DATE: 04- 18- 1991
F
-n",
.---
'AGE NO a
_----
BY: '. -4 - G. F
, OF
:'. L.
I5
,. ..
Ca LIV RM DESIGN SUMMARY
LL - 268 #/lf TL = 503 #/lf
from Rl P-LL = 648 # P-TL = 1012.5 #
81 S REFLECT WOOD STRESS INCREASE FOR LOAD DURATION
3051 #
2488.5 #
A= 38.53895 in .2
SO96 # ft. s= 39.13728 in.3 T LL - L/ 240 = .4J in. I= 62.34163 in.4
180 = .6 in. I= 85.24992 in.4
.(,,',:&;'"'I. 1 :;Jk[*, ~ USE; 4x12 #2-DF/L 1 I Ped
EEAM c ENTRY DESIGN SUMMARY
L= 13 :ft, LL = 248 W1 f, TL = 465 #/1 f
a & s REFLECT WOOD STRESS INCREASE WITH LOAD DURATION V= 3022.5 # A= 38.17895 in.2
Ma 9823.125 ft.#i ~ s= 62.868 in.3
DEFLECT LL= L/ 240 = ~ .65 in. I = 144.2266 in.4
DEFLECT TL= L/ 180 = ' ,8666667 in. I = 202.8186 in.4
Fv= 95 psi
Fb= 1500 psi E= 1700000 psi
USE: 4x12 #I-DF/L
FAM RM HDR DESIGN SUMMARY
L= 9 ft, LL = BO #/lf, TL = 150 #/lf
A & S REFLECT WOOD STRESS INCREASE WITH LOAD DURATION
V=
M= 1518.75 ft.# S=
DEFLECT LL= L/ 240 = .45 in. I = 13.43765 in.4
DEFLECT TL= L/ 180 = .6 in. I = 21.70919 in.4
FvL 95 ps i Fb= , , 1,250 psi ,.
675 # A= 8.526316 in.2
11.664 in.3
,,
E= i7oooo~ P.s i
USE: 4x6 #2-DF/L
IRB-61 LIV RM HEADER DESIGN SUMMARY L = 9 ft. LL = 80 #/lf TL = 150 #/lf
Xp = 2 ft. from R1 P-LL = 496 # P-TL = 775 #
A & S REFLECT WOOD STRESS INCREASE FOR LOAD DURATION
Ri-
XOP 2 ft.
1277.778 #
847.2222 # ' . R2m
., tJ m 1277.778 A= 16.14035 in.2
'. 'i.. M f 2255.556 # ft. S= 17.32267 in.3
DEFLECT LL = L/ 240 = .45 in. I= 23.57075 in. 4
DEFLECT TL = L/ 180 = .6 in. I= 31.24017 in.4
,,
Psi
0 Psi 0000 psi
.. USE: 4x6 #2-DF/L
' ' !DIN RM HEADER DESIGN SUMMARY
L5,. 8 it, LL = 96 #/lf, TL = 180 #/lf
A & S REFLECT WOOD STRESS INCREASE WITH LOAD DURATION
V= 720 # a= 9.094737 in .2
M= 1440 ft.# S= 11.05'32 in.3
DEFLECT LL= L/ 240 = .4 in. I = 13.01082 in.4
DEFLECT TL= L/ 180 = .5333334 in. I = 18.29647 in.4
Fv= 95 psi
Fb= 1250 psi E= 1700000 psi
USE: 4x6 #2-DF/L
NOOK HEADER DESIGN SUMMARY
L = 6 ft.
Xp = 2 ft. from R1
A & S REFLECT WOOD
Rim 1236.667
R2- 978.3333
xo= 2 ft. v= 1236.667
M= 1993.333
LL = 128 #/lf
P-LL = 496 #
STRESS INCREASE
#
#
# ft.
DEFLECT LL = L/ 240 , = .3 in.
DEFLECT TL = L/ 180 = .4 in.
Fv= 3 5 psi Fb= 1250 psi
E= 1700000 psi
TL = 240 #/lf
P-TL = 775 #
FOR LOAD DURATION
A= 15.62105 in.2
S= 15.3008 in.3 I= 13.29393 in.4
I= 17.29412 in.4
USEa 4x6 #2-DF/L
IRe-91 FAM/DIN RM HEADER DESIGN SUMMARY
L = 4 ft. LL = 90 #/lf TL = 135 #/lf
Xp = 2 ft.from R1 P-LL = 1400 # P-TL = 2200 #
A & S REFLECT WOOD STRESS INCREASE FOR LOAD DURATION
R1= 1370 #
R2= 1370 #
xo= 2 ft. A= 17.30526 in.2 v= 1370 M= 2470 # ft. S= 18.9696 in.3
DEFLECT LL = L/ 240 = .2 in. I= 11.01176 in.4
DEFLECT TL = L/ 180 = .2666667 in. I= 1;.0'3647 in.4
Fv- 95 ps i
Fb- 1250 psi
E t 1700000 psi
ICJ-21 GARAGE CLG JOISTS DESIGN SUMMARY
L= 21 ft, LL = 13.3 #/lf, TL = 20 #/lf
A & S REFLECT WOOD STRESS INCREASE WITH LOAD DURATION V= 210 # A= 2.652632 in.2
M= 1102.5 ft.# S= 7.2'3'331 in.3
DEFLECT LL= L/ 240 = 1.05 in. I = 32.60417 in.4
DEFLECT TL= L/ 180 = 1.4 in. I = 36.77162 in.4
REPETITIVE USE VALUES USED FOR STRESSES
Fv= 95 psi
Fb= 1450 psi
E= 1700000 psi
USE: 2xBvS @ 16"u.c. #2-DF/L
GARAGE HEADER DESIGN SUMMARY
L= 8 ft, LL = 206 #/lf, TL = 323 #/lf
A & S REFLECT WOOD STRESS INCREASE WITH LOAD DURATION
V= M= 2584 ft.# SO 19.08185 in.3
DEFLECT LL= L/ 240 = .4 in. I = 29.664 in.4
DEFLECT TL= L/ le0 .5333334 in. I - 34.884 in.4
Fv= 85 psi
Fb= 1300 psi E= 1600000 Psi
1232 # A= 18.24 in.2
USE: 6x6 #l-DF/L
rRR-21 UPPER RAFTERS DESIGN SUMMARY L= 15 ft, LL = 32 #/lf, TL = 50 #/lf
A & 8 REFLECT WOOD STRESS INCREASE WITH LOAD DURATION
V= 375 # A= 4.736842 in. 2
M= 1406.25 ft.# s= 9.310345 in. 3
DEFLECT LL= L/ 240 = .75 in. I = 28.58824 in.4
DEFLECT TL= L/ 180 = 1 in. I = 33.50184 in.4
REPETITIVE USE VALUES USED FOR STRESSES
Fv= 95 psi
Fb= 1450 Psi
E= 1700000 psi
USE: 2x8's (3 24"u.c. #Z-DF/L
MBD RM HEADER DESIGN SUMMARY L- 8 ft, LL = 210 #/lf, TL = 250 #/lf
VI 1000 #
M- 2000 ft . #
DEFLECT LL= L/ 360 = .2666667 in.
DEFLECT TL= L/ 240 = .4 in.
Fv= 95 psi
Fb= 1250 psi
E= 1700000 psi
A= 15.78947 in.2 s= 19.2 in.3
I = 42.69176 in.4
I = 33.88235 in.4
USE: 4x8 #2-DF/L
BDRM #2 HEADER DESIGN SUMMARY
L = 6 ft. LL = 660 #/lf
Xp = 2 ft.from R1 P-LL = 384 #
R1= 2820 #
R2= 2580 It x o= 2.692308 ft. v= 2820
M= 4266.923 # ft.
DEFLECT LL = L/ 360 = .2 in.
DEFLECT TL = L/ 240 .3 in.
Fv= 9 5 psi
Fbm 1250 psi
E= 1700000 p5i
REDUCE SHEAR: 2820 - 720 = 2100#
REQUIRED A = 33.158in2
TL = 780 #/lf
I)-TL = 720 #
A= 44.52632 in.2 40.96246 in. 3 S= I= 63.54381 in.4
I= 53.27153 1n.4
USE: 4x12 #2-DF/L
I
'm FLOOR JOIST DESIGN SUMMARY
L= 18 ft, LL = 53.3 #/lf, TL = 66.7 #/lf
VI 600.3 # A= 9.478421 in.2 ME 2701.35 ft.# S= 22.356 in.3
DEFLECT LL= L/ 360 = -6 in. I = 123.424 in.4
DEFLECT TL= L/ 240 = .9 in. I = 102.9691 in.4
,. REPETITIVE USE VALUES USED FOR STRESSES
~, ., Fv= 95 psi
~,.. . .~ ,&!,. Fb5 1450 psi
~; ~ !"Em 1700000 psi
USE: 2x12's @ l6"o.c. #2-DF/I
~ ... ,.. I. "'.: - FLOOR JOIST GARAGE DESIGN SUMMARY L,- 21.0 ft. a = 14.5 ft. b = 6.5 ft. w-u.- qo,w/rt W-TL i. 50 #/ft P-LL = 200 # P-TL 450 # -+ R1 - 614 I
R2 = 561 .# A = 9.6'3 in.2 xo = 0.0 ft.
M = 3770 #-ft S = 31.20 in.3
DELTA LL = L/ 360 = 0.70 in. I-LL = 157.09 in.4
DELTA TL = L/ 240 = 1.05 in. I-TL = 159.10 in.4
T
Fv = 95 psi
Fb = 1450 psi
E = 1700000 psi Stresses fur repet it ive member use.
USE: 2x12's @ 12"u.c. #2-DF/L
1- CANT JOlST@END OC fJ-2 A - 3.5 ff. LL = 40 Q/l f TL = 50 */if
PLLS 60) pn- = t50
I/= Y~~.s+~<~- k&S.* 4: l,S&G: b.7 10 LL 9s
Fv- 95 psi
Fb= 1250 DSi
USE: 2-2x12 #Z-DF/L
M BATH HEADER DESIGN SUMMARY 7 ft, LL = 188 #/lf, TL = 335 #/lf
1172.5 # A= 18.51316 in.2
Mi 20S1.875 ft.# S= 19.698 in.3
DEFLECT LL= L/ 360 = .2333333 in. I = 25.60334 in.4
DEFLECT TL= L/ 240 = .39 in. I = 30.41603 in.4
Fv= 95 psi Fb= 1250 psi E= 1700000 psi
USE: 4x8 #2-DF/L
IFe-51 BATH 2 HEADER DESIGN SUMMARY
L= 4 ft, LL = 514 #/lf, TL = 810 #/lf
v5 1620 # A= 25.578'35 in. 2 M= 1620 ft.# S= 15.552 in.3
DEFLECT LL= L/ 360 = .1333333 in. I = 13.06165 in.4
DEFLECT TL= L/ 240 = .2 in. I = 13.72235 in.4
Fv= '3 5 psi
Fb= 1250 psi E= 1700000 psi
USE: 4x8 #2-DF/L
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DECK JOISTS DESIGN SUMMARY
,' ; ' ,''= ft a = 2 ft LL = 80 #/lf, TL = 88 #/lf
..b ;,: ... I
,.v;,>. -?R1 I, 282.8571 # , #,, . . :,;;R2 509.1429 +I
' 282.8571 # A= 2 in.2
Mu 454.5913 ft.# S= 3.76214 in.3
DEFLECT LL= L/ 360 = .2333333 in. I = 8.760706 in.4
DEFLECT TL= L/ 240 = .3J in. I = 6.424518 in.4
Fv- 9s psi
Fbu 1450 psi E= 1700000 psi
USE: 2x6's B 16"u.c. #2-DF/L
DECK BEAM DESIGN SUMMARY
L= 12 ft, LL = 347.1 #/lf, TL = 381.9 #/lf
V= 2291.4 # A= 40.43647 in.2
M= 6874.2 ft.# S= 63.45415 in.3
DEFLECT LL= L/ 360 = .4 in. I = 253.0359 in.4
DEFLECT TL= L/ 240 = .6 in. I = 185.6034 in.4
Fv= 85 PS i Fb= 1300 psi E= 1600000 psi
IFB-71 WALL SUPPORT C BDRM 3 DESIGN SUMMARY
L - 17 ft a 0 2 ft LL = 80 #/if, TL = 250 #/if
Rl - 2095.588 # R? n 2654.412 #
VI 2095.588 # A= 2 in.2 n= 8782.979 f t . # S= 84.3166 in.3
DEFLECT LL= L/ 360 = .5666667 in. I = 150.876 in.4
DEFLECT TL= L/ 240 = .8S in. I = 314.325 in.4
Fvm 95 p5i
Fb= 1500 psi E= 1700000 psi
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BEORBE P. LOUNSRURY R.C.E. DATE: 04-1 8-1991 ___ ~~~
1530 NO. ELM STREET ESCONDIDO, CA 92026 BY: G. P. L.
, TEL. (6i9) 743-6282 PAGE NO.: OF .'
CLARK 4 FAUN CL6wAR CLOW~R - 2777 ARLANO RD. JOE NO.: 9\038
LAT€RAL -
L I
PI 11
'U O1 3
A
B
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D
___._.____I____ . . . ,x<.
STRUCTURAL CALCULflTIONS
I BEORGE P. LOUNSBURY R. C. E. DATE: 04-18-1391
1530 NO. ELM STREET ESCONDIDO, CA 92026 BY: G.P.L.
c EL. ~619) 743-6282 PAGE NO. I OF fi
CLAW 4 FCIWW CLOrrAR CLOWAR - 2777 ARLAND RD, JOE NO.: 9\038
QEORBE P. LOUNSBURY R. C. E. DATE: ot1-1a-1~1 _- ~ . 1530 NO. ELM STREET
ESCONDIDO, CA 92026 BY: G.P,L,
TEL. (619) 743-6282 PAGE NO.: J& OF
CLAW a FAWN CLOWAR CLOWM - 2777 ARLCIND RD. JOB NO. : 910393
r
LIN€ @
LINE @
,, ,, ~..~~. ,l
STRUCTURCIL 1CALC:ULAT IONS
GEORGE r. LOUNSBURY R. c. E. DATE: 04-L8-1991 . 1530 NO. ELM STREET ESCDNDIDO, CA 92026,
TEL. (619) 743-6282
BY: GOPOL.
PAGE NO. : OF lb.
CLARK 4 FAW CLOWAR CLOWAR - 2777 ARLAND RD. JOB NO.: 91038
UPLIFT
m. Joe sandy
2892 Jefferson street
Carlsbad, California 92008
PREPARED BY:
sarthern California Soil & Testing, Ins.
6280 Riverdale street
San Diego, California 92120
post Office Box 600627, Zip ccde 92160
IC-
SOUTHERN CALIFORNIA SOIL AND TESTING, INC
Aqust 31, 1990
m. Joe SalxIy
2892 Jeff- Street
Qrlsbad, California 92008
SCS&T 9021100
Report No. 1
SUBSFXIT: of Soil Investigation, Proposea Residential Develqment,
Euena vista Avenue and Kirpilana Road, Qrlsbad, California.
In accmdame with ycur request, we have prfomd a soil investigatian for
the subject development. We are presenting herewith our findings and
recannendatians.
In general, we fam3 the site suitable for the pmpcsed devel-t provided
the recarpnendaticns presented in the attached reprt are folkwed.
If ycu have any questions after reviewing the findings and recamm&itions
contained in the attached report, please do not hesitate to contact this
office. This opportunity to be of professional service is sincerely
Fiat&.
Respectfully --,
” WUB. pai. e, R.dE. #36037 I
6280 RIVERDALE STREET SAN DIEGO. CA 92120 619-280-4321, FAX 619-280-4717 P.O. BOX 600627, SAN DIEGO. CA 92160 678 ENTERPRISE STREET t ESCONDIDO. CA 92029 619-746-4544. FAX 619-764-6579
c
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TABLE OF
PAGE -on and hoject Cescripti on ....................................... 1 project ............................................................... 1
site Descsiption ....................................................... 2 soil .i.on ....................................................... 3 mnclusim and r(emmmendations ............................................ 3
General ................................................................ 3 ................................................................. 3
Site preparation .................................................. 3
Findin3s ................................................................... 2
~q?lmtory Wench Backfill ....................................... 4
surface Drainage .................................................. 4
.k ......................................................... 4 .ti. ............................................................ 5
General ........................................................... 5 ........................................................ 5 Irrterior Cmxxete Slabs-on-Grade .................................. 5
Fxterior sl.... ........................................... 5 Expansive characteristics ......................................... 6 Settlement Uaracteristics ........................................ 6 Foundation Excavation observation ................................. 6
Earth Retaining Walls .................................................. 6 Passive Pressure .................................................. 6
Active pressure ................................................... 7 Backfill .......................................................... 7 Factor of safety .................................................. I Limitations ................................................................ 7 Review, observation and Testing ........................................ 7
uniformity of aalitions ............................................... 8
Change in Sccpe ........................................................ 8 Time Limitati ........................................................ 8 professional standard .................................................. 9
Client's ~ibili ty ................................................ 9 Field .lmti. ......................................................... 9 Iakoratory .ing ........................................................ 10
ATm- .
TABLE Table I
FIGURE Figure 1
mATEs Plate 1 PlatPlan plate 2 SutsurfaceExplcaationLegend Plates 3-7 Pit and R-ench LaJs plate 8 ExpnsicnI1.dexTestrcesults plate 9 Sir~~lepointans~lidation plate 10 Ccrrtrol Joint Detail clms-section Wall subdrain Detail Plate 11 €bszmmg
APPENDIX mammwdd Qsding specification and special Prwisions
Maxinarm Bedrock Accelerations, Page 4
Site Vicinity Map, Follows Page 1
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SOUTHERN CALIFORNIA SOIL AND TESTING, INC.
'Ibis reprt the results of OUT soil investigation for a propxed
residential project, to be located northeast of the intersect ion of Himand
Ibad and Buena Vista Avenue, h the City of Carlsbad, California. A vicinity
map shwing the location of the site is presented on the following page as
Figure NLnober 1.
It is our understanding that the proposed project will consit of the
construdim of a residential developnent. me structures will be one and/or
two-stcays of wooc-frame construction. shallw faundations and CcOlverrtioMl
COIlcrete slaks-on-grade floor systens are anticipated. Grading will be minor
an3 mist of cuts and fills less than thre feet deep.
'h assist in the Fnreparation of this report, an undated site plan of unla-mn
origin, was furnished by the client. me site Configuration, approximate
locatkm of the rutsurface qlorations are depicted on the attached Plate
Nlunber 1.
This investigation consisted of: surface reconnaissance, subsurface
representative dishnbed and lJrdi&xW samples, explorations, obtimmq ..
6280 RIVERDALE STREET SAN DIEGO. CA 92120 619-280-4321, FAX 619-2804717 PO. SOX 6-27. SAN DIEGO. CA 92160 678 ENTERPRISE STREET ESCONDIOO. CA 92029 + 619-746-4544. FAX 619-764-6579
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scs&T 9021100 31, 1990 pase 2
laboratory testing, analysis of the field and laboratory data, and
preparation of this reprt. &re specifically, the intent of this analysis
-lore the sutsurface mnditions to the depths influenced by the
amstruction.
Evaluate, by laboratory tests, thepertinentengineerin3
properties of the various strata which will influence the
development, including their bearing capacities, expansive
chamcbxistics, am3 settlement potential.
Develop soil engineering criteria for site gradirq.
Zdress patential construdion difficulties and provide
-tions comemiq these problems.*
i
Recamxd an apprcpriate foundation
structures anticipated and develop
criteria for the recorrnnended foundation
system for the type of
soil engineering design
design.
Ihe project site is rectangular shapd parcel of land, -My 1.3
acres in size, and located northest of the irrtersect ion of BueM Vista
Avenue and Highland Drive in the City of mlsbad, California. The site is
frather banded ky Arlard Rmd to the east and residential structures to the
ncnrth. ?he site is presently ocmpied by a residential shvrture in the
southwest corner of the site, and two small wood structures.
Topographically, the site slopes gently to the southwest, with an
appmxhmte 2:1 (horizontal to vertical) slape located along the western
lnoperty line, ateadkg to a nmxhm height of awtely fan feet.
Vegetatian cm-site inclW tsees, kushes, gmmi cover and grasses. %e
majority of the site was utilized as farm land, which has mainly been
dleared of vegetatian.
-
SCS&T 9021100 AUgUst 31, 1990 Page 3
SOIL DESCRIPTION: The subject site is located within the Coastal
Physiographic Province of San Diego County and is underlain by
CrJaternarYase terrace deposits.
Ihe terrace aepmits on the site consist of light tnawn to
reddish brcwn, light reddish brcun and brcun, often nrrttled, mist, silty
sard. In general, the upper 2.5 to three feet of terrace deposits were focnd
to be loose to dm dense. Below said depth the furmaticola1 deposits are
dum dense to dense. Ihe attam trench and pit logs contain further
details of the Sutslnrface materials encolnrtered (see Plates 1 thrcugh 7).
Ingeneral, MgeDteChTu 'cal dtions were which warld preclude
the ap.lstruction of the prcpsed develaprwt as presently prcpsed provided
the reommdations pr- herein are follmed.
'RE subject site is underlain by a thin mantle of ccmpressible terrace
deposits to depths ranging fram 2.5 feet to three feet below
exktbg grade. These deposits are considered unsuitable, in their present
cadition, for the support of settlemmt sensitive and will
require remaml and replacement as canpacted fill. (~n vieme with
similar soil conditions indicates that pockets of low to moderately
aqressible soils may exist within the otherwise anpetat fonrational
deposits. This condition will require additional site preparation and
fam3ation reinfomerent as described herein.
SITE FREPARA!l'ICN: Site preparation Md win with the mwval of all
sristing vegetatian ami deleteria matter detrimental to the pmpsed
denlcpmt. It is reccrrnnended that the loose terrace deposits Illrler1yb-g
m&!C 9021100 August 31, 1990 page 4
proposed settlement-sensitive improvements be removed and replaced as
should be approximately three feet below existing grade. In addition,
terrace deposits within three feet fran finish pad grade shad also be
renoved. Ihe battcm of the excavations should be scarified to a depth of 12
inches, watered thoroughly and recompacted to at least 85 percent as
determined h aaxnshxe with ASIM D 1557-78, A or C. The stockpiled
soils may then be placed in thin compacted layers. Site preparation
operations should be extended to a distance of five feet beyond the
ccapacted fill. Based on am findings, maxinarm estinnted remxml aepths
perimeter of the jlpmmmb or property line, which- is less.
"CH BA-: ~loratoxy trench backfill not remwed as
part of propeed grading operations and ur~Ierlyhq proposed settlement
sensitive hpmwmnk shad be remaved and replaced as anpcted fill.
SJRFACE DwA;[NpGE: It is that all surface drainage be airectea
away fmm the structures. pording of water should not be allwed adjacent to
the foundaticm.
EWlTWRK: All earthwork and qradirq omtenplated for site prepration
should be acamplished in accordaxe with the attached Recarmnended Grading
Specifications and Special Provisions. All special site preparation
mamnexhticm pr- in the sections ab3ve will supersede those in the
stardard Recanuended Grading specifications. All embanlanents, structural
fill and fill W be anpa to at least 90% relative ccmpaction at or
slightly over optinurn moisture amtent. utility trench backfill within five
feet of the prqcsai struchnes and beneath Wlt pavenmts sharld be
carpacted to a ndninm of 90% of its maXirnrm dry density. The upper twelve
inhes of subpade beneath paved areas should be anpcted to 95% of its
maximum dry density. This compaction should be obtained by the paving
cmkacbr just prior to plac- the aggregate base material and should nat
bepartOfthe~gradingreqUiranents . The maxinarm &y density of ea&
soil type sharld be determined in acaxdaxe with AslM Method D 1557-78,
MethcdAorC.
scS&T 9021100 August 31, 1990
GENERAL: Shallow foundations may be utilized for the support of the
prpposed Structures. A mbhmn depth of 12 inches and 18 inches belaw
lowest adjacent finish pad grade for single and two-story structures,
respectively. A mhhnn width of l2 inches and 18 Mes is remrpnerrled for
amtirouxls and isolated footings, respectively. A bearing capacity of 2000
psf may be assLrmed for said footings. The bearing capacity may be increaSea
by one-third shen considering wird and/or seismic farces. property line
footimp 6ha.Lld extend at least six inches into amptent natural graunl.
-: Berth exterior and irrterior continuca~~ foothgs shad be
reinfarced with at least one NO. 5 bar positioned m the bottan of the
fcathg and at least one No. 5 bar positioned near the top of the footing.
%.is reinforcemmt is based on soil dmraeteristics and is not interded to
be lieu of reinforwwnt necssaq to satisfy structural considerations.
IM!ERIm U3lCREl'E SI.Al3Sa-GRADE: Interior mete slabs-on-g-rade shculd
have a minh, actual thickness of four inches and be underlain by a
far-incfi blanket of clean, poorly grad&, ccarse sand or CLUshed rock. W
layer dzarld consist of 100 percerrt material passing the half-inch screen
and m nure than ten percent and five percent passing sieves #loo and #zoo,
respedively. The slab should be reinforced with No. 3 reinforcing bars
placed at 24 inches on center each way or a 6"~6'~+2.9xW2.9 welded wire
mesh. Slab rehforwwnt sharld be placed within the center of the slab
&sre misture sensitive floor coverings are planned, a visquem barrier
sand ad be placed over the vkpeen to allawpmper connete curing.
sharld be placed OII tCp Of the sand lam. A bm-inch-thick layer of Clean
SIABSq-GCDE: Exterior slats have a mbhmn thickness of
far hches. Walks or slabs five feet in width shad be reinfarced with
6"~6"-w1.4xWl.4 (6"x6"-10/10) welded wire mesh and provided with
plane joints. Any slabs hetwen five and ten feet should be Wded with
1-i Minal- plane joints at the cmter lines. Slabs eceedhq ten
XS&T 9021100 A~u& 31, 1990 pase 6
feet in width &wild be prwided with a weakened plane joint loated three
feet inside the exterior p=rhter as indicate3 on attached Plate Mrmber 10.
Both traverse an3 longitudinal weakened plane joints should be construct&
as detailed in Plate Number 10. E&erior slabs adjacent to dwrs iud garage
Openings shculd be amezted to the footings by dawels consisting of No. 3
reinforcing tars placed at 24-inch interva lsexbdlng * 18inchesintothe
footing iud the slab.
MpA"E Ihe prevailing faLlrdation soils were fand to be
nendetrimentally expansive. % reammzdations contained in this report
reflect this anxiition.
S- mmSpIa: % anticipated total d/or differential
settlements for the pqxsd structures may be considered to be within
tolerable limits provided the recrmnendations presented in this report are
follawed. It should be recognized that minor hairline cracks on mete due
to shrinkage of consh-uction materials or redistrihrtion of streses are
normal and may be anticipate3.
lVGNXTION EXCAVATION OBSEXVATION: All follndation excavations shaiid be
observed by a mtive €run this office prim to the placemerrt of
fm or reinfonxrmt steel to verify that reamwdations contained herein
are followed.
PBm PRFSSURE: Ihe passive presmre fur the prevailirq soil dtions
may be amsidered to be 400 pcun3s per square foot pes fcot of aepulup to a
maXimmn Of 2500 pSf. lhis 1-e- my be increaSea one-third for seismic
loading. 'Ihe coefficient of friction far -te to soil may be assmud to
be 0.35 fa the resid3lXX to lateral mvemnt. when ccmbining frictional
and passive resistance , the former sharld be reduced by me4hb-d. 'Ihe UFper
wall footings skuld ncrt be includes in 12 inches of exterior retammg .. I passive pressum calahtiian.
SCS&T 9021100 ALlgUd 31, 1990 pase 7
"IYE PRESXRE: Ihe active soil pressme for the design of urnestrained
earth retaining structures with level backfills may be assumed to be
equivalent to the pressure of a fluid Weiw 33 pam5s per cubic foot for
walls free to yield at the tap (unrestrained walls). For 2:l (hurizclntal to
vertical) slcping backfill 13 pcf shaiid be a&led. 'Ihese values do not
omsider any other slucharge loading. All earth retaining struw Shauld
have an adequate suki3rai.n System to prevent the krild-up of hydrcstatic
presmre behird the wall. A suggested retaking wall sutdrain is pruvidd on
the attached Plate Mnober 11.
BFGlTLU All backfill soils shad be ccmpactea to at least 90% relative
anpaction. Expansive or clayey soils shad not be used for backfill
material. The wall shad not be backfilled until the msonry has reached
anade4uabstrength.
FAClDR OF SAFER: The atove values, with the exception of the allcrwable
soil bearing pressure, do not include a factor of safety. ApFnoForiate
factw of safety shauld be incorporated into the design to prevent the
walls fmn ov&mmlq ' and sliding.
REmm, OEsmVATKoN AND TmwG
'Ihe reaxmmhtins presented in this repcat are contingent qxm cur review
of final plans anl spxifications. such plans and specifications shaild be
that they my review and verify their cunpliance with this report and with
\
made available to the 'a1 Wqineer and WqineerhJ geologist so
chapter 70 Of the vnifonn BUilding code.
It is recarmended that sarthern California soil & Testing, m. be retaimd
to provide continuous soil engineering services during the earthwork
operations. This is to verify compliance with the design concepts,
specificatims ar recampnhtins ami to allw design champs in the event
that subnnface ccp.diticnr; differ fmn thase anticipted prior to start of
CUAYwtian.
SCS&T 9021100 August 31, 1990
OF CKNDITIONS
!&e reammdations ard apinions eqresed in this report reflect cur best
estimate of the project requirements based on an evaluation of the
subsurface soil conditions encountered at the subsurface exploration
locations and on the assuqtion that the soil dtions do nut deviate
appreciably from those encountered. It should be recognized that the
performame of the founjations &/or cut and fill slops may be influence3
by *lotzed or unfcxesea variations in the soil dtions that may
arurintheintermecll 'ate and unexplored areas. ~ny unusual coniitiuns nut
onrered in this report that my be enamritered during site developnent
ShaiLd be -t to the attention of the geotechnr 'a1 engineer so that he
my mke xmdifiations if neessaq.
h amxa3INsmPE
This office should be advised of any changes in the project scope or
proposed site grading so that we may determine if the recommendations
ccntained herein are appmpriate. This shdd ke verified in writing or
nudified by a written adden3.m.
Ihe firdings of this report are valid as of this date. Chanps in the
condition of a property can, however, occur with the passage of time,
whether they be due to natural pmcesss or the wnrk of man on this or
adjacent proprties. In aaaition, charges in the --of-Practice
and/or Gmenmmt Bdes may ccxalr. Due to such changes, the findings of
this report my be immlidakd wholly cr in part ky changes keyond cur
ccprtrol. Iherefare, thk report SbaLLd nut be aid upn after a period of
two years without a review by us verifying the suitability of the
amzlusions and -tions.
XSST 9021100 AUgUst 31, 1990 Page 9
In the perfonname of cur professional -ices, we ccmply with that level
of care and skill ordinarily exercised by members of our profession
cllrrently practicing under similar corditions and in the same locality. ?he
client recognizes that sutsurface conditions may vary fmu thme encanrtered
at the laaticprs d.lere the tsenches, surveys, and explorations are made, and
that cur data, hteqmtations, and -ti- are based solely on the
information obtained by us. We will be responsible for those data,
htezpebtions, and -tions, M shall not be responsible for the
interpretations by others of the information developed. Our services
consist of professional consultation and obervation only, and no warranty
of any kind whatsoever, express or implied, is made or intended in
connection with the work performea or to be performea by us, or by our
of oral or prqsal for ammlting or other -ices, or by our fwmshuq
written reports or findings.
..
It is the responsibility of Mr. Joe Sandy , or his representatives to ensure
that the infarmation and recamnerdations amtained herein are brou@t to the
attenticm of the structural erqineer and architezt for the pmj& arrt
inccapcaatea into the project's plans and specifications. It is further his
responsibility to take the necessary to ensure that the contractor
and his sukxmtmw carry & such recamnenhtions during amsbudi on.
Eleven subsurface explorations were made by others at the locations
irriicatea on the attached Plate NLrmber 1 and were losged on August 1 and
15, 1990. These explorations consisted of eiat hand dug test pits
and three backhoe trenches. The field work was conducted under the
otsenmtion of ax ensineersng geolcgy Fersomel.
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SCS&T 9021100 August 31, 1990 Page 10
Ihe txplorati- were carefully lqed when made. lhese lap are e
on the follawirq Plates Numter 3 thrmgh 7. Ihe soils are descrM in
aaxmkrce with the Unified Soils Classification system as illustrated on
the attached shplified chart on Plate 2. In addition, a verhl textural
description, the wet color, the apparent moisture, and the density or
cansistency are provided. me density of grarollar soils is given as either
me consistency of
silts or clays is given as either very soft, soft, medium stiff, stiff, very
stiff, or hard.
very loose, loose, Iredim dense, dense, or very dense.
Dishnbed and undisturbed samples of typical and representative soils were
obtained and returned to the laboratory for testirq.
Labaratary tests were performed in acconhme with the generally accepted
Amrican Society for Testirq and Materials (m) test mtha3s or suqgested
prccdures. A brief description of the tests performed is presented bela:
CLASSIFII~ON: Field classifications were verified in the
laboratoxy by visual examination. Ihe final soil classifications
are in accordance with the Unified Soil classification system.
~~I=-D~ST~Y: In-place nnisture contents and ~IY densities
were detemined for representative soil sanples. 'Ibis information
was an aid to classification and permitted recognition of
variations in material consistency with depth. 'Ihe dry unit
weight is deterrmned * in paylds per cubic foot, and the in-place
moisture content is determined as a percentage of the soil's dry
weight. 'Ihe results are SUrmMlrizd in the pit and trench I-.
EWANSICNINDEXTFST: An expansion index test onareamlded
sample was performed on soils likely to be present at finish
grade. The test was performed on the portion of the sample
SCS&T 9021100 August 31, 1990 pase 11 I
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pass% the P4 standard sieve. 'Ihe -le was wt to Optinurm
moisture amtent then dried back to a canstant moisture amtent
for l2 tmurs at 230 +/- 9 degrees Fahrenheit. ?he specimen was
then compactea in a 4-i.~h-dimter mld in two equal layers by
msans of a tamper, then trinrmed to a final height of 1 inch, and
tarught to a saturation of approximately 50%. Ihe specimen was
plad in a consolidcm&er with porous stones at the tcp and
bottan, a total norm1 load of 12.63 p.m% was placed (144.7
pf), and the sample was all& to consolidate for a pricd of
10 mirartes . 'Ihe sample was all- to teca~ saturated, and the
change in vertical movement was recorded until the rate of
exp-sion became ncpninal. me expansion index is reparted on the
attached Plate Mrmber 8 as the total vertical displacemMt times
the fraction of the sample passing the #4 sieve times 1000.
CLASSIFI~ON OF EXPANSIVE SOIL
EXPANSICN INDEX FurEmmG EXPANSION
1-20 very lw
21-50 laW
51-90 lredim
91-130 hi*
Above 130 very high
d) CXNSOLm'UT~ TEST: Sirqle point consolidation tests were
perfarmea on selected ''Uniisturbed" samples. Ihe ccowlidation
mtus was designed to acccmn3ate a 1-inch high by 2.375-incfi
or 2.500-inch dim- soil sample laterally confined by a bass
rirq. porrxls stones were placed in cantact with the tq and
bottcm of the sample to permit the aaaition or release of pre
fluid durm test-. Selected loads were -lied to the san@les
and the resulting deformations were recorded. The percent
consolidation is repeated as the ratio of the ancart of verticdl
ccmpression to the original sample height. Ihe test sanples
w2reirnadatedtodetemme ' their behavior uder the anticipated
loads as soil mojsb.rre increases. Ihe results of these tests are
pnsmted on Plate Number 9.
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SOUTHRRW CALICORWIA
SOIL & TRSTIWO, INC.
BUENA VISTA WAY
PROPOSED RESIDENTIAL hJECT
DBAlWDW 8-m-m nY:
JO1 MUYDLR: 9021160 PLATE #l
LEGEND
I TRENCH LOCATION
0 PIT LOCATION
0 20 40 60 80 100
.. ..~, . . ,._. . .,
8OUTHLRN CALIFORNIA
SOIL & TESTIWQ, IWC.
SUBSURFACE EXPLORATION LEGEND
PROPOSED RESIDENTIAL PROJECT
81: KAR DATE' 8-01-90
9021100 Plate No. 2
UNIFIED SOIL CLASSIFICATION CHART
SOIL DESCRIPTION GROUP SYMBOL TYPICAL NAMES
, COARSE GRAINED. more than half
of material is than No. 200 sieve size. CLEAN GRAVELS we tnan half of
,arre fraction is
irger than No. 4
ieve size but naller than 3".
GRAVELS WITH FINES
(Appreciable amount of fines)
& CLEAN SANDS ore than half of
Darse fraction is naller than No. 4
ievc size.
SAIJOS WITH FINES
(Appreciaole amount of fines)
1. FINE GRAINED. more than
half of material is smaller
than No. 200 sieve sire.
SILTS AND CLAYS
Liquid Limit
less than 50
SILTS AND CLAYS
Liquid Limit
grearer than SO
GU
GP
GM
GC
SW
SP
SM
sc
ML
CL
OL
MH
CH
OH
HIGHLY ORGANIC SOILS PT
Well grade? gravels. gravel-
sand mixtu-rs. little or no
fines. Poorly graded gravels. gravel sand mixtures. little or no
fines.
Si1 ty gravels. poorly graded
gravel-sanc-si1 t mixtures. Clayey gravels. poorly
graded gravel-sand. clay
mixbires.
Cell grade' sand. gravelly
sands. !?::le or no fines. Poorly >rj<?t sands. gravelly
sands. li::ie or no fines.
Silty sdn4s. Doorly graded sand and siity mixtures. Clayey sanns. poorly graoed sand Jnd clay mixtures.
lnorqdnic silts and very
fine sands, rock flour, sandy
silt or cl:!ey-silt-sand
mixture3 diu1 slight plas-
ticity.
1wrg;inic c:dys of low to
medium p1a:ricity. gravelly
clays. Sandy clays. silty clays, lean clays. Organic silts and organic silt, ciays or low plasticity
Inorganic s1lt5, micaceous or di~zom3ceous iine sandy or silty soils. elastic
silts. linorga,:ic cldys of high p1asti;i:i. fat clays. Organic clays 3f medium to high pldStiClty
Peat and other highly
organic soils.
- - Water level at time of excavation
or as indicated
US - Undisturbed, driven ring sample
or tube sample
CK - Undisturbed chunk sample
BG - Bulk sample
SP - Standard penetration sample
'IT NUMBER I
LLEVATION
Moist
DESCRIPTION
Loose to Medi urn Dense
TERRACE DEPOSITS, Light
Moist
Moist
Brown to Reddish Brown,
Mottled, SILTY SAND
Loose to
Medi urn Oense
mse to
Medi urn
Oense
-
Reddish Brown, SILTY SAND
SOUTHERN CALIFORNIA PROJECT : PROPOSED RESIDENTIAL PROJECT
Loaam DV: KAR DATE LOOQED: 8-01-90 SOIL 8 TESTING, INC.
JODNUYDER: 9021100 PLATE NUYBCR: 3
Bottom of Pit at 2.7' Bottom Probed Medium Dense
d
PIT NUMBER 2
TERRACE DEPOSITS, Lisht
Brown to Reddish Broh,
Mottled, SILTY SAND
Bottom of Pit at 2.4' Probed Medium Dense at 3.0'
PIT NUMBER 3
TERRACE DEPOSITS, Light
Brown to Brown, Mottled,
SILTY SAND
Reddish Brown, SILTY SAND
-
Bottom of Pit at 2.5'
Probed Medium Dense at 3.0'
Moist I Loose to
Medium
Dense
Dense
Moist
. . .. .::* -. . -
'IT NUMBER 4
[LEVATION
DESCRIPTION
TERRACE DEPOSITS, Light
Brown to Reddish Brown,
Mottled, SILTY SAND
Reddish Brown, SILTY SAND
-
Bottom of Pit at 3.0'
Bottom Probed Medium Dense
PIT NUMBER 5
TERRACE DEPOSITS, Light
Brown, SILTY SAND
Reddish Brown, SILTY SAND
Bottom of Pit at 3.0'
Bottom Probed Medium Dense
PIT NUMBER 6
TERRACE DEPOSITS, Light
Brown to Reddish Brown,
Mottled, SILTY SAND
- G 5; t
22
$E
0
PO <s
Moist Loose to
Medium
Dense
Medi urn Dense
Moist Loose to
Moist Loose to
Medium
Dense
Moist Loose to
Medi um Dense
Moist Loose to
Medi um
Dense -
- Reddish Brown, SILTY SAND Moist Medium Dense -
Bottom of Pit at 2.5' -
7
SOUTHERN CALIFORNIA PROJECT : PROPOSED RESIDENTIAL PROJECT
Looam nv: WR DATE Looam: 8-01-90
JOD NUYDER: 9021100 PLATE NUYBER: 4 SOIL 8 TESTING, INC. -
E IPIT NUMBER 7
ELEVATION
LOOOCOIIY: KAR
JOE NUMBER: 9021100
ail
DATE LOOOCD: 8-01-9fi
PLATE NUMBER: 5
31 0 DESCRIPTION -
jM I TERRACE DEPOSITS, Reddish Brown to Brown, Mottled, SILTY SAND
+ish Brown, SILTY SAND
Bottom of Pit at 2.0'
PIT NUMBER 8
SM TERRACE DEPOSITS, Reddish Brown, Mottled, SILTY SAND
I Bottom of Pit at 2.5'
vloist
Moist
Moist
Loose to Yedium
Dense
Medi um Dense
Medium Dense to Dense -
Loose to Medium Dense
SOUTHERN CALIFORNIA
SOIL a TESTING, INC.
mnaJsci: PROPOSED RESIDENTIAL PROJECT I
rRENCH NUMBER 1
:LEVATION
SOUTHERN CALIFORNIA
SOIL 8 TESTING, INC.
DESCRIPTION
TERRACE DEPOSITS, Light
Brown to Reddish Brown, Mottled, SILTY SAND
PROJECT : PROPOSED RESIDENTIAL PROJECT
LOOOEDBV: DATE LOOOCD: 8-15-90
6 JOB NUMBER: PLATE NUMBER:
-
Reddish Brown, SILTY SAND
Bottom of Trench at 4.0’
TRENCH NUMBER 2
TERRACE DEPOSITS, Light
Brown to Reddish Brown,
Mottled, SILTY SAND
- Reddish Brown, SILTY SAND
Bottom of Trench at 4.0’
Moist
-
-
Moist
Moist
-
>
ww-
bo> zzc
aez
a=tC
2:;
420 - Loose to
Medium
Dense
Medium
Dense
Dense
---
Loose to Medi um Dense
---
Medium
Dense
Medium Dense to Dense
Dense --- -
CK
i
RENCH NUMBER 3
LEVATION
DESCRIPTION
'ERRACE DEPOSITS, Light
leddish Brown, Mottled,
iILTY SAND
;dish Brown, SILTY SAND
~~~
3ottom of Trench at 4.0'
loi st
Yoist -
-oose to Yedium
Dense
Medi urn
Dense to
Dense
Dense
--- -
SOUTHERN CALIFORNIA
SOIL 8 TESTING, INC.
EXPANSION INDEX TEST RESULTS
FINAL M.C. PI.)
SAMPLE I P1 e 0-2' I
11.8
CONDITION I Remolded I I I I
NORMAL STRESS (PSF)
EXPANSION INDW
144.7
2
PROPOSED RESIDENTIAL PROJECT
DATE: 8-30-90
SOUTHERN CALIFORNIA
SOIL & TESTING, INC.
-
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SAMPLE NUMBER
- INITIAL MOISTURE, %
- INITIAL DENSITY, PCF
SINGLE POINT CONSOLIDATION TEST RESULT
T1 @ 2.5' T1 @ 3.5' T3 @ 2.5' -
7.5 7.6 8.1
121.0 119.p 121.5
1.7 1.3 2.0
- FINAL MOISTURE, %
- AXIAL LOAD. KSF
~ ~~~~ ~ ~ ~~~
2.58 2.58 2.58 -
I 11.5 I 10.1 I I I - % CONSOLIDATION BEFORE WATER ADDED I 9.9
8OUTHCIRN CALIFORNIA
SOIL & TRSTlWQ,INC.
-
PROPOSED RESIDENTIAL PROJECT
BY: DBA DATE: 8-30-90
JOB NUMBER: 9021100 Plate NO. 9
i
' 3 ' W (ft) - JONT '3"
spAcI(G
SLAB ON GRADE 10 FEET OR GREATER IN WIDTH
NOTE: I. 'W' SHOUU) NOT EXCEED 15 FEET.
U w/2 w/2
SLAB ON GRADE 5 FEET TO 10 FEET IN WIDTH
2. JOINT PATTERN SHOULD BE IEAWV SOUARE.
,-TOOLED OR SAWED JON1
REWORCEYNT PER REPORT (T IM. COVER)
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'T = THICKNESS PER REPORT
CONTROL JOINT DETAIL
NO SCALE
PROJECT: PROPOSED RESIDENTIAL PROJECT SOUTHERN CALIFORNIA
Roll. B TESTING, INC. . - - - - - -
RETAINING WALL SUBDRAIN DETAIL
NO SCALE
~ ~~ ~
SOUTHERN CALIFORNIA @ SOIL & TESTING, INC.
~
PROPOSED RESIDENTIAL PROJECT
BY: DBA DATE: 8-30-90
JOB W~YazR: 9021100
1
Plate NO. 11
'Ihe intent of these specifications is to establish prccdres for clearing,
anpact- natural graud, preparing ar- to be filled, ard placing and
anpact- fill soils to the lines ard grades ShaJn on the accepted plans.
%e remrnrerdations contained j.n the preliminary 'cal investigation
report &/or the attam special Provisions are a part of the ReammxM
Grading Specifications and shall supersede the provisions contained
hereinafter in the case of conflict. These specifications shall only be
used in conjunction with the geotechnical report for wfiich they are a part.
No deviation from these specifications will be allowed, except where
specified in the geatedmical report or in other written cammicatian
signed by the Geotechnical hgineer.
Southern California Soil and Testing, Inc., shall be retained as the
Geotechnical hgineer to olsswe and test the earthwork in accardance with
or his representative provide adquate otservation so that he may pimvi.de
his opinion as to whether or not the work was acmnplished as specified. It
shall be the responsibility of the contractor to assist the 'Cdl
Ehgineer and to keep him appraised of work schedules, changes and new
informtion ard data so that he may provide these opinions. In the everrt
that any unusual conditions not covered by the special provisions or
preliminary geotechnical report are encountered during the grading
operations, the Geotechnical Engineer shall be contacted for further
reamnendations.
these specifications. It will be necessary that the Geotechru 'cal Engineer
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SCS&T 9021100 &qust 31, 1990 pppendix, pase 2
If, in the cpinion of the Geotechnical Bqineer, substandard ccaiitions are
encanrtered, such as questionable or unsuitable soil, unaazeptable misture
content, badequate ampction, adverse weather, etc.; construdion shculd
be stopped until the conditions are remedied or corrected or he shall
reamen2 rejectian of this work.
Tests used to determine the degree of ccnnpactian shaild be prfonmd in
a- with the following American Society for Testing and Materials
testmethods:
Maxinnnn Density & Opth Moisture Content - ASIM D-1557-78.
Density of Soil In-Place - AslM D-1556-64 or ASIM D2922.
All densities shall be expressed in terms of Relative Compaction as
&termin& by the foregoing ASIM testing procedures.
All vegetation, brush ard deln-is derived fran clear- operations shall
be remved, ard lagally disposad of. All areas disturtd by site grading
should be left in a neat and finished appearance, free from unsightly
debris.
After clearing or bnchirq the ~tural gzrwd, the areas to be filled shall
bescarifiedtoadepthof 6inches, wttothepmpermistureccntent,
mnpacted and tested for the specified minirnrm degree of ampctian. All
gmaud which is defined as natural soils whi& possesses an in-situ density
of at least 90% of its maximum dry density.
1- Soils in exL3ess Of 6 inches thick sharld be remved to fh M-1
When the slope of the natural ground receiving fill exceeds 20% (5
hcuizontal units to 1 vertical unit), the original gzrwd shall be stegped
or kexhed. BeKfies shall be cut to a firm mrpetent formtiom1 soils. ?he
SCS&T 9021100 31, 1990 Apperdix, %e 3
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bencfi shall be at least 10 feet wide or 1-1/2 times the the equipumt
width whi- is greater and shall be sloped back into the hillside at a
qraclient of not less than two (2) percent. All other benches should be at
least 6 feet wide. The horizontal mion of each bend.1 shall be ccpnpacted
prior to receivbq fill as specified herein for canpacted ~tural grunx3.
(;ranul slopes flatter than 20% shall be benched when considered necessary by
theGeote&u ’01 Engineer.
~ny abandoned hnied structures -ed durhq graains operations mrust
be tatally remmed. All ~xrkxgrcc utilities to be beneath any
Koposed struchure should be r-ed fm within 10 feet of the struchne
and ~aroperly capped off. ?he resulting depressions frcan the We described
procedures should be backfilled with acceptable soil that is ampacted to
the r-ts of the Geotechnical hgineer. lhis includes, M is not
limited to, septic tanks, fuel tanks, sewer lines or leach lines, storm
drains and water lines. Any buried structures or utilities not to be
shculd be tnought to the attention of the Geotechru. ‘Cal Engineer
so that he may deterrmne ’ if any special rexmmxlation will be necessary.
All water wells which will be abandoned should be backfilled ard cam in
acmTdaK)e to the requirements set forth by the G&ceAun ’a1 Engineer. me
top of the cap ShaJld be at least 4 feet below finish grade or 3 feet belav
the bottan of footing whichever is greater. ?he type of cap will aepMa on
the diameter of the well and should be determined by the Geotechnical
mgineer and/or a qualified .%m&ural Engineer.
mterials to be placed in the fill shall be by the GsAechm ‘cal
Clgineer and shall be free of vegetable matter and other deleterious
substances. (;rarailar soil shall contain sufficient fine material to fill
the mi&. %e definition and aisposition of aversized rocks and -ive
or detrimental soils are me3 in the gdxchru ‘Cal repart or special
. . . . . -_ ... . -
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SCS&T 9021100 Ausust 31, 1990 pppendix, Pase 4
hwisions. Expansive soils, soils of poor gradation, or soils with lcu
strenqth characteristics may be thorcqWy mixed with other soils to provide
satisfactory fill material, but only with the explicit consent of the
Geotechnical Engineer. Any import material shall be approved by the
wh before being tmxqht to the site.
PLAClX AND aMpAcmoN OF F'IU
fill material shall be placed in areas prepared to receive fill in
layers ncrt to exceed 6 inches in capact& thickness. Each layer shall have
a uniform misture content in the rarge that will allm the canpadion
effort to be efficiently applied to achieve the specified degree of
compaction. Each layer shall be uniformly compacted to the specified
minhum degree of compaction with equipment of adequate size to
emnanically anpact the layer. Capaction &pant shauld either be
specifically designed for soil capaction or of proven reliability. lbe
minknandegree of ampaction to be achieved is specified in either the
special nuvisions or the recanrmendations wntained in the preliminary
s- 'cal investigation report.
iihm the stmctwal fill material includes rocks, no rocks will be allowed
to nest and all voids nust be carefully filled with soil such that the
minimum degree of compaction recommended in the Special Provisions is
achid. lbe IMxirmrm size and spacing of rock permitted in structural
fills and in non-1 fills is inthegeclt&ml '-1 repcat,
when applicable.
Field abservation ard anpaction tests to estimate the d.s.jree of canpacticm
of the fill will be taken by the GeoteFfinical Engineer or his
regresabtive. "he location anl fresuency of the tests shall be at the
Geatechnical Elqineer'S discret ion. when the mnpactim test inaicates that
aprbcuhr layer is at less than the required degcee of anpaction, the
layer shall be relmrked to
until the desired relative
the satisfaction of the @otecfm 'cal Eh$neer and
anpaction has been obtained.
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SCS&T 9021100 August 31, 1990 pgperdix, pase 5
Fill slopes shall be ocmpacted by lTleaTls of Sheepsfoot rollers or
suitable equiw. compaction by sheepsfoat rollers shall be at vertical
htervals of not greater than fcur feet. In addition, fill slopes at a
ratio of two horizontal to one vertical or flatter, shculd be trackrolled.
steeper fill slops shall be over-hilt and cut-back to finish contours
afkr the slcp has keen cmstm&&. Slope capaction operations shall
result in all fill material six or nnre brhes inward fmn the finished face
of the slope having a relative ampaction of at least 90% of mxinum dry
Wity or the degre of canpadion specified in the special PrwisiMs
section of this specification. 'Be capaction operation on the slopes shall
be continued until the 'cal wineer is of the opinion that the
slopes will be stable surficially stable.
Density tests in the slopes will be made by the GmteAu 'cal Engineer during
ccnstruction of the slopes to deternune ' if the required ampadion is be-
achieved. Where failing tests OOCUT or other field problem arise, the
Contractor will be notified #at day of such conditions by written
dcation fran the ceote&m 'cal Engineer or his reprmtive in the
form of a daily field report.
If the methcd of achieving the required slope capaction selected by the
contractor fails to prcduce the necwary results, the Cnntractor shall
rework or rebdld such slops until the required degree of ccmpaction is
obtained, atnoCOSttotheCunerorGmteAu 'cal Engineer.
zhe Bqineering Geologist shall inspect cut slopes excavated in rock or
lithified fonmticml material during the gradbq operations at interva Is
detembd at his discretion. If any dticm not anticipated in the
preliminary report such as perched water, seepage, lenticular or mnfined
strata of a paterrtially adverse nature, unfavorably inclined w, joints
or fault planes are during gradiq, these conditions shall be
analyzed by the Bqineerhq Geolcqist am3 Soil Ekqineer to detmxme ' if
mitigating measures are necesaq.
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SCShT 9021100 August 31, 1990 Appendix, Page 6
unless crthenrise specified in the ge&eA.tn ‘cal report, no cut slopes shall
be excavated hi- or than that allowed by the ordinances of the
controlling gavernwltal agency.
Field ohsenmtion by the ’cal mineer or his representative shall
be made during the filling and ampacting operations so that he can qess
his opinion regarding the conformance of the grading with acceptable
shrdamk of practice. Neither the presmce of the Geotechnical Rqineer or
his representative or the observation and testing shall not release the
Grading Contractor from his duty to compact all fill material to the
specified degree of canpadion.
Fill shall not be placed during unfavorable weather ccnditiohs. When wark
is in- by heavy rain, filling operations shall not be res\rmad until
the proper moisture content and density of the fill materials can be
achieved. Damaged site corditions resulting frm wether or acts of Gad
shall te repaired before acceptance of work.
REMTIVE WXMoN: The minirrplm dqxe of mopaction to be obtained in
canpacted natural gnxmd, canpaded fill, and ocmpacted backfill shall be at
least 90 percent. Far street and parking lot sutqrade, the upper six inches
&add be cmpacted to at least 958 relative canpaction.
EXP&NS~ so-: Detrinwtally expansive soil is defined as clayey soil
whichhas an expansion inlex of 50 or greater when tested in a- with
the Uniform Building code standard 29-C.
SCS&T 9021100 August 31, 1990 An?erdiu, page 7
OVERSIZED -: oversized fill material is generally defined herein as
rocks or 1- of soil over 6 inches in diameter. Oversize materials should
not be place3 in fill unless recaSnmenaations of placanent of such material
is provided by the g- 'cal errjineer. At least 40 percent of the fill
soils ShdLl pass thraiqh a No. 4 U.S. standard Sieve.
WSmm m: Where transitions between at ard fill occur within the
Fanposed hrilding pad, the cut portion should be undercut a minitmu of one
foot MW the base of the proposed foot^ and recanpacted as slzm&xal
backfill. In certain * cases that would be address62 in the geatechnical
report, special footing reinforcmxk or a canbination of special footing
reinfixcemnt ard un3eratth-q may be required.
CERTIFICATION OF COMPLIANCE
DEVELOPMENT PROCESSING’SERVICES DIVISION
2075 LAS PALMAS CAIUSBAD, CA 92009
(619) 438-1161
CITY OF CARLSBAD Plan Check No. Y/-bs/
This form shall be used to determine the amount of school fees for a project and to verify
that the project applicant has complied with the school fee requirements. No building
permits for the projects shall be issued until the certification is signed by the
appropriate school district and returned to the City of Carlsbad Building Department.
SCHOOL DISTRICT:
San Marcos Unified __ Carlsbad Unified - J
801 Pine Avenue /NO West San Marcos Blvd.
Carlsbad, CA 92009 (434-0610) San Marcos, CA 92069 (744-4776)
- Encinitas Union Elementary - San Dieguito Union High School
710 Encinitas Boulevard 189 Union Street
Encinitas, CA 92024 (944-4306) Encinitas, CA 92024 (753-6491)
Project Applicant: C/OWAR APN: /56- /q/- /&
Project Address: 777 /$y.CAL. 47 PQAb ,
RESIDENTIAL: SQ. FT. of living area qgvf Number of dwelling units
SQ. FT. of covered area SQ. FT. of garage area
COMMERCIAL/ INDUSTRIAL: SQ. FT. AREA i Prepared By Date %&ah/ 1
FEE CERTIFICATION
(To be completed by the School District)
Applicant has complied with fee requirement under Government Code 53080
I
ALL
- Project is subject to an existing fee agreement
Project is exempt from Government Code 53080 -
- Final Map approval and construction started before September 1, 1986.
(other school fees paid)
Other -
Residential Fee Levied: $ 4494.gq based on /.5R sq. ft.@ asY8
based on sq. ft.@
&
c,,,y{tflx $
Title
0. 1. 1 -54bkL
School District Official
AB 2926 and SB 201 fees are capped at $1.58 per square foot For residential.
AB 2926 is capped at b.26 per square foot for commercial/ir.dustrial.