HomeMy WebLinkAbout1781 ANDREA AVE; ; CB930641; Permit11/08/93 10:13 Page 1 of 1
Permit Type: RESIDENTAL ADD/ALT
Parcel No: 207-120-13-00 Lot#:
Valuation: 163.,842
Construction Type: VN
Occupancy Group: R3
Description: 1784 SF 2s ADDITION, 528 5F
BUILDING PERMIT
I Job Address: 1781 ANDREA AV Suite:
Reference#:
: PATIO, 152 SF DECK
Permit No: CB930641
Project No: A9300931
Development No:
46ll ll/08/93 0001 01 02 C-PRM 1074 I 00
Applied: 06/29/93
Status: ISSUED
Apr/Issue: 11/0t3/93
Appl/Ownr : ROGERS, NICHOLAS
835 IVA JUANITA
Entered Ry: DC
619 727-3738
SAN MARCOS, CA
x* Fees Requi
"""""""~"""~
Adjustments: Fees :
Total Fees:
Fee description ""_""""""_
Building Permit Plan Check Strong Motion Fee * BUILDING TOTAL
Each Plumbing Fixt
Enter "Y" for Plu
Each InstalljRep
X PLUMBING TOTAL Enter "Y" for Electr Enter "Y I' for Remode * ELECTRICAL TOTAL Enter 'Y' for Mechanical Install Furn/Ducts * MECHANICAL TOTAL
CX "_ -edits
509. rJ0
. 00
Ext fee
1,074. (10
. - - - - - - - - -
864.00
562.00
16.00
1442.00
70.00
20.00
7.00
97.00
10.00
10.00
20.00
15.00
9.00
24.00
Data
Y
Y
Y
Y
CITYOF-
2075 L.s Rlmas Dr., calrbd. CA 92009 (619) 438-1161
PLAN CHECK NO. 73- g/
City of CarlW lluildiw DcprbEnt 2075 LM Palm8 Dr., Carl.bad, U mooP (619) 438-1161
1YIw
A - UCommernal mew Building U lenant lmpvement
B - 0 Industrial 0 New Building
C - OResidential OApament OCondo OSingle Family Dwelling OAdditioWAlteration
OTenant hnproment C-FRET 509. 00
0 Duplex 0 Demolition 0 Relocation 0 Mobile Home 0 Electrical 0 Plumbing
OMechanical OpoOl 0 Spa ORetaining Wall OSolar OOther
2938 06,/?9,93 Cfi01 OL 02
1. PRW03'INFOR)MTKIN FOR OFFICJI USE ONLY
Addm g 1 ~,.,h,.~~ ~\r c Bullaw or we NO.
Nearest Cross Street vk\ 1-9
U)t NO. Subdlvlsion NamUNumber Unit No. Phase No.
~~
STATE'=* ZIPCODE y20Oc DAYTE~PHONE~~~~2~~STATE~C,~~8~3~
Workers' ComlRnsatlOn Declaratlon: I hereby altlrm that I have a certlhcate 01 Consent to selt-Insure lssued bv the olrectorot lndusmal Relations, or a celtikicate of Workers' Cornpinsation Insurance by an admitted insurer, or an exact copy orduplicate thereof certified by the Dimtor of the insurer thereof filed with the Building Inspection Depamnent (section 3800, lab. 0.
INSURANCE COMPANY sqk Fu mum NO. 2~~-~tfzp~~IR4TICIN DATE I/// 9 y
Compensation Laws of Califmia. cemtlcate of Lxempuon: I mty that In the pertormance ot the work tor Whlch UIIS permlt 18 ~ssued, 1 shall not employ any -n m any manner
G/ls/4?3
0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the I~CNR is not intended or
Owner-Bullaer Declaratlon: I hereby athrm that I am exempt lrom the ConIractoZs u~ense mw tor the tollowmg reason:
offered for sale (Sec. 7W4, Business and Professions Code: The Contractor's license law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.).
0 I, as owner of the property, am exclusivelycontracting with licensed contracton tomnsmct the project (Sec. 7W, Businers and Frofersions Code: The ConmctoZs License law does not apply to an owner of properly who builds or improves thereon, and contracts for such pmjeck with conmctor(s) licensed pursuant to the Contractor's License law).
0 I am exempt under Section Business and Professions Code for this reason:
(Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to consmct, alter, improve, demdiish, or vir any smcture, prior to its issuance. also requires the applicant for such permit to file a signed statement that he is lianaed punuant to the provisions of the ContractoZs license law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Frofessions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollan [SSOOl).
SIGNATURE M1B
Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act?
Is the applicant or fu~re building occupant required to obtain a permit from the air pollution control district or air quality management district?
Is the facility to be consmned within 1,000 feet of the outer boundary of a school site?
om 0 NO
0 YES 0 NO
n YFC n un
LENDER'S NAME LENDER'S ADDRESS
relating to building consmction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection 1 cenaiy that 1 have ma the appllcatron and state that the above lnformatlon IS correct. 1 agree to comply wltn all Clty oralnancea ana State laws
pu'poses. IA19oAG~1DSAVEIND~ANDKFPP~~(3nOFCARISIAD~~AU.~~JUDGMpHTrDDSIS AND-~WH1(31MAYMANYWAY~~ffi~~SAtD(3nINODNSBPUW(ZOPTHBGRANlINGOF~~.
OSHA: An OSHA permit is required for excavations over 5'0' deep and demolition or consmction of smctures over 3 stories in height.
Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the
building or work authorized by such permit is not commend within 365 days from the date of such pennit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commend for a period of 180 days (Section 303(d) Uniform Building Code).
APPLICANTS SIGNATURE .fl&F.,, DATE: 6/29 /? 3
\
\,,. WHIIE: F e YELLQW A$pllcant PW Finance
d' " ' in .. - - ..~ h .~
INSPECTION REQUEST
CITY OF CARLSBAD
PERMIT# CB930641 FOR 02/09/94
DESCRIPTION: 1784 SF 25 ADDITION, 528 SF
TYPE: RAD
JOB ADDRESS: 1781 ANDREA AV
INSPECTOR AREA PD
PLANCKd CB930641
OCC GRP R3
CONSTR. TYPE VN PATIO, 152 SF DECK ICBO#4285 FOR ADD'N
APPLICANT: ROGERS, NICHOLAS
CONTRACTOR: PHONE :
STE : LOT :
PHONE: 619 727-3738
OWNER :
REMARKS: ,MH/NICK/580-9408 PAGER
SPECIAL INSTRUCT:
TOTAL TIME:
CD LVL DESCRIPTION ACT COMMENTS
19 ST Final Structural
29 PL Final Plumbing
39 EL Final Electrical 2 tGdrSc( WML_
49 ME Final Mechanical +
"
" e
***** INSPECTION HISTORY *****
DATE
020494
010794
010794
123093
122393
121593
121493
112293
111993
DESCRIPTION
Final Combo Interior Lath/Drywall
Exterior Lath/Drywall
Rough Combo
Roof/Reroof
Service Change/Upgrade
Roof/Reroof Ftg/Foundation/Piers
Underground/Under Floor
ACT INSP
CA PY
COMMENTS
AP PY
AP PY SMALL HOLE AT ENTRY
AP PD
AP PY
AP PD
SEE NOTES
PA PD
AP PD
AP PD WAST/UNDER SLAB/PVC IN YARD
ESGIL CORPORATION
9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92 123
(619) 56&14&3
DATE : JLI\/ as. f497
JURISDICTION: 6, rls6d FILE COPY
PLAN CHECK NO: 73-641 SET: 72- UUPS nDESIGNER
PROJECT ADDRESS: 17-81 AdP? &e. ”
PROJECT NAME: SFD &h’,A~n ‘I
0 necessary and substantially comply with the .jurisdiction’s
The plans transmitted herewith have been corrected where
building codes.
The plans transmitted herewith will substantially comply @ with the jurisdicfi.on’s building codes when minor deficien-
‘ 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 Cor?. until corrected
plans are submitted for recheck.
The applicant’s copy o,f the check list is enclosed for the
0 identified on the enclosed check list and should be corrected
ci
0 jurisdiction to return to the applicant contact person.
0 The applicant’s copy of the check list has been sent to:
@ plan check has been completed.
UEsgil staff did advise applicant that the plan check has
Esgil staff did not advise the applicant contact person that
been completed. Person contacted:
Date contacted:
-
By : Enclosures:
ESGIL CORPORATION 7/q
OGA 0 CM
ESGIL CORPORATION
9320 CHESAPEAKE DR.. SUITE 208
SAX DIEGO. CA 92123
(619) 56@1468
0 necessary and substantially com?ly with the jurisdiction's
The plans transmitted herewith hrve been corrected where
building coees.
0 wit:? the jurisdiction's -builei?g coses *&hen mizor Zeficien-
The plans trznsmitted herewith will substantially cortply
cies identified are resolved an3
checked b-1' building department stsff .
The plans transmitted herewith have significant deficiencies
and resubmitted for a complete recheck.
The check list transmitted herewith is for your information.
plans are submitted for recheck.
The app1ican.t'~ copy of the check list is enclosed for the
0 identified on the enclosed check list and should be corrected
@ The plans are baing held at Esgil Cor?. until corrected
0 jurisdiction to return to the applicant contact person.
@ The applicant's copy of the check list has been sent to:
Ted Tsu r-ha nRm 5Z35 Ad-,dm EnLl- s. * 1x5 f
/
CM14bC.d 7aoo.x
@ Esgil staff did not.advise'the applicant contact person that
plan check has been completed.'
Esgil staff did advise applicant'that the plan check has been completed. Person contacted:
Date contacted: Telephone i
-
0 REMARKS:
By : Enclosures:
ESGIL CORP
FoRwxD: ASASBRUD
Plan check is limited to technical requirements
contained in the Uniform Building Code, Uniform
Plumbing Code, Uniform Mechanical Code, National
Electrical Code and state laws regulating energy
handicapped. The plan check is based on
conservation, noise attenuation and access for the
regulations enforced by the Building Inspection
Department. You my have other corrections based
Engineering Depa-nt or other departments.
on laws and ordinances by the Planning Department,
Present California law mandates that residential
construction comply with Title 14 and the following
model codes:
1991 UBC (eff. 8/14/92)
1991 UPC (eff. 8/1&/92)
1991 UMC (eff. 8/14/92)
1990 NFC (eff. 7/1/91)
The above regulations apply to residential
construction, regardless of the code editions
adopted by ordinance.
The circled items listed need clarification,
modification or change. All items have to be
with the cited codes and regulations. Per SeC.
satisfied before the plans will be in COnfOrIKmCe
303(c), 1991 Uniform Building Code, the approval of
the plans does not pennit the violation of any
state, county or city law.
TO meed UD the recheck urocess. note on this list
{or a CODV) where each correction it- has teen
addressed i.e.. ~lan sheet. svecification. etc. Be
sure to enclose the marked M list when vou subit
the revised olans.
m -
Please mdre all corrections on the original tracings and submit two new sets of prints, to:
Esgil Corporation, 9320 Chesapeake Drive, Suite f208, San Diego, California 92123,
(619) 560-1468.
Please de all corrections on the origiml tracings and subnit two new sets of prints, to:
Ihe jurisdiction's building department.
nane of the legal owner and me of Derson Indicate on the Title Sheet of the plans, the
responsible for &e preparation of the p16r.s. Section 302(a)7.
xalls, etc. included under this appllcataon.
Show on the title sheet all structures! pools,
Any portion of the project show on the site plan that is not included with the building permit application filed should be clearly identified as "not included." 41. Clearly show if the lover level is a basenent or a story, based on the definitions in Sections b03 and 420. Plot r!e finish grade
the distance to the floor above, for story (as defined) on the elevations and dimension
determination. f . On the ccver sheet of the plans, specify any items requiring special inspection, in a format similar to that show below or sticky back.
All sheets of plans must be signed by r?e person responsible for their preparation. (California Scsiness and Professions Code).
Plans, specifications and calculations shall be signed by the California state licensed
preparation, for plans deviating from engineer or architect responsible for their
conventional wood frame constru:tion. Specify expirati fr date of license. (California Business and Professions Code).
Specify on the Title Sheet of the plans the
project including dwelling, garage, carport, gross floor area of each element of this
patio, deck and balcony. Section 302(d). See bcbur - ~- Provide a statement on the Title Sheet of the plans that this pro'ect shall comply with Title 24 and 1991 LBC, UM'! and UPC and 1990 NEC.
~ ._ -
Submit fully dimensioned plot plan dram to
existing rnd proposed structures on the lot. scale showing location, size, and use of all
and all easemnts. Show location of all cut or Identify property lines and show lot dimensions
fill slopes. Show finish floor elevations and show elevations of adjacent finish grade. Show drainage patterns with min- slopes. Section 302(d).
Indicate distance from property lines to proposed construction. Section 302(d).
SOILS CO?IPLImcE PRIOR TO WATION INSP.
PRESTRESSED STEEL
FIELD WING
HIGH SIRB4GIH BOLTS
EXPANSION ANCHORS
SPECIAL MASONRY
SPMYED ON FIRE PROOFING
PILES/WSSONS
DESIGNER-SPECIFIED
Ozlw
~pIKmcrIoN If. hterior walls closer than 3 feet to property
have no openings. Table 5". lines shall be one-hour rated construction and
property line shall have 30 inch parapets vhen
Exterior valls closer than 3 feet to a
the floor area per floor exceeds 1,000 square feet. See Section 1710 for possible exception.
ProJections, including eaves, may not extend '. mor: than 12 inches into the 3 foot setback from the property line. Section 504(b).
. Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 504(a).
. Projections, including eaves, shall be one-hour
noncombustible material if they project into fire-resistive construction, heavy timber or of
the 3' setback area from the property line. Section 1711.
$. Plastic skylights'shall not be installed within that portion of a roof located within a distance to property line vhere openings in exterior walls are prohibited or required to be protected. Section 5207 (a) 7.
Show locations of permently wired smoke detector with battery backup: Inrida each bedroom. Centrally located in corridor or area w giving aicess to sleeping rooms.
f On each story. In the bassment, if part of the dwelling unit. . When sleeping rooms are upstairs, at the + upper level in close proximity to the . In rooms adjacent to hallways serving ' bedrooms, when such rooms have a ceiling height 24 inches or more above the ceiling height in the hallway. NOTE: Detectors shall sound an alarm audible in all sleeping areas of the unit. Section
stair.
12107
When the valuation of a room addition or repair exceeds $1,000, or vhen sleeping rooms are created. smke detectors shall be Drovided at cxistinp*bedrooms per ita 19 above; .- that smoke detectors added at exsting construction need only be battery powered. Section 1210.
Habitable room5, other than kitchens, shall contain at least 70 square feet of floor area. At least one room shall have not less thpn 120 square feet of floor mea. Section 1207 (b). . No habitable room, other than a kitchen, shall be less than 7'0" in 1207 (e). any dimension. Section P
. Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 4" above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". Section 120L.
Y . Basements in dwelling units shall comly with the above (even if not designated as sleeping rooms). Section 1204. . h'indov area must be at least 1/10 of the floor area and a minimum of 10 square feet per
Section 1205 (b). Appears to be deficient in
. Openable windov area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms 1/20 of area is required and minhm is 1.5 sq. ft. Section 1205 (c).
. ht least 112 of the conmon wall must be open and have an opening not less than 25 sq. ft. nor one tenth of the floor area of the interior room if light and ventilation is being supplied from an adjacent room. Section 1205 (a).
Required windows shall not open into a roofed
porch unless the ceiling height is at least 7 feet, the longer side is at least 655 open, and the porch abuts a street, ard or court. Section 1205 (a). see bey@ w- ;9! . Provide mechanical ventilation capable of providing five air changes per hour in
bathrooms, water closet compartments, laundry rooms and similar rooms if required openable vindows are not provided. Section 1205 (c).
Note that the discharge point for exhaust air
the building. Section 1205(c).
Ductless fans cannot be used in bathrooms if a tub or shower is present. Section 1205(c).
3{ show that ceiling height for habitable rooms is a minimum of 7'6". Section 1207 (a). #.. Show ceiling height for laundry rooms, hallvays, corridors, and bathrooms is a minh of 7'0". Section 1207 (a).
water closet compartments and 24" clearance in . Dimension on the plans 30" clear vidth for
front of vater closet. Section 511 (a).
2/*193 3
0 Show safety glazing in the following
Where the nearest edge of glazing is within a 21,-inch arc of either side of a
door in a closed position (unless there is b&d an intervening wall between the door and
higher above the walking surface). the glazing or if the glazing is 5"O" or
b. Glazing greater than 9 square feet with the bottom edge less than 18" above the
floor and the top edge greater than 36" above the floor (unless the glazing is more than 36" horizontally away from walking surfaces or if a complying protective bar is installed). Glazing in shower and tub enclosures
or shower floor).
per Section 5406(d):
..
(including windows within 5 feet of
. Walls end floors separating units in a duplex shall be of one-hour fire-resistive construction. Provide details of the assemblies. Section 1202(b). . A mezzanine is an intermediate floor end may not have a floor area exceeding 33 113 percent of the total floor area in the room below. me mezzanine floor must have a clear height of 7 feet, zbove and below, and must have the long
and protective walls or railings not exceeding side open to the room below except for posts
a'' in height. Section 1717.
. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1717. . Dvellings used for daycare for 7 to 12 children shall comply with the special requirements in Chapter 12 of Title 21,. -. SUIRVAYS. AND RAILWGS
Floors above the second story shall have not less than 2 exits. Exceptions: 1. Occupied roofs may have one exit if such occupied areas are less than 500 square feet and located no higher than immediately above the second story. 2. When the third floor within a unit does not
provided. Section 3303(a). exceed 500 sq. ft., only one exit need be
4/. Required exit doorways shall .be not less than 36" in width and not less than 6'8" in height.
Provide 36" high protective railing for
porches, balconies, and open sides of stair
landings. Openings between railings shall be
by the riser, tread and bottom elements of a
less than 41v. me triangular openings formed
guardrail at a stair shall be less than 6".
Section 1712.
Show how guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B.
Provide 6 au-e.y and landing details. Section
3306 (b), (c) and (0).
a. Mimum rise is 7" and minim run is
occupants, or serves an unoccupied roof, 11". Men the stairs serves less than 10
rise may be 8" maximum and run 9" minimum.
7v"'dL 7 ' . IC* si" c&t- 11%-
b. Minimum headroom is 6'-8".
c. Minimum width is 36".
All handrails per Section 3306 (i), shall satisfy the following:
a. Prcvide handrail for stain'ays with 4 or more risers.
b. Handrails and handrail extensions shall be 34" to 38" above the nosing of treads.
c. The handgrip portion of hhldrail shall be not less than 1 1/2", nor more than 2" in cross-sectional dimension.
d. Except for stairs serving only one tenant, handrails shall be extended 12" beyond the top and bottom of the stair.
Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairday width. If a door occurs at the landing, such dimension need not exceed 36 inches. Section 3306 (g), 3301, (j).
An interior door may open at a landing that is not more than 8" lower than the floor level, provided the door does not swing over the landing. Section 33W(i).
Provide details of winding stairway complying with Section 3306 (d):
a. Minimm tread is 6 inches at any point and miniman 9 inches at a point 12 inches from where the tresds are narrowest. b. HMh rise is 8 inches. c. Hinh width is 36 inches.
..
9/2/92 1,
Provide spiral stairsay details, per Section
3306 (f):
a. Minimum run is 7 It2 inches measured at a point 12 inches from .*.here the treads are
the narrowest.
b. Maximum rise is 9 112 inches. Maxim
clear opening between risers is 6 inches.
c. Minimum headroom is 6 feet 8 inches
d. The tread must provide a clear valking area neasuring at least 26 inches from the
outer edge of the supporting column to the inner edge of the handrail.
Spiral stairdays may not be used for reql;ired exits rhen the area semed is greater than 400 sq. ft. Section 3306 (f).
Provide I.C.B.O. Research Report and number for metal staircay, or submit plans and
with the building department or note that the calculations and approved fabricator registered
to and approved by the building official prior stain'ay fabrication plans shall be submitted
to installation.
Exterior stairdays.shal1 not project into the 3 foot setback from the property lines. Section 3306 (m).
Ihe walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (1).
minimum width of 36 inches. Section 3305 (b).
Within units, show that corridors have a
Specify roof slope.
Roof slope is not adequate for roof type specified. Iable 32-B, D Md E.
Specify roof material and application. Cnapter 32.
Specify I.C.B.O. or U.L. approval number for roof materials not covered in U.B.C., e.g., tile, etc. Section 107.
Specify minh 110 inch per foot roof slope for drainage or deri to support accumulated water. Section 320) c) and Section 2305 (f).
Show roof drains and overflows. Section 320).
Provide skylight details to show compliance with Sections 3L01 and 5207 or provide I.C.B.O. approval number.
Plastic skylights must be separated from each other by at least 4 feet, unless they are over
exceed 100 square feet (or 200 square feet if the same room and their conbined area does not
the plastic is a "CCI" raterial). Section 5207 (a) 6.
Show attic ventilation. Xinimum vent area is
at least 50% of the required rent is at least
11150 of attic area or 11300 cf attic area if
3 feet above eare rents or cornice vents. Shov required area and &-ea provided. Section 3205 (c).
alNcRRE AND lusoNRy
Provide fireplace constrxtion details or note construction to be per attached fireplace strzdard drawing. Qiapter 37.
attached to wood in Seisnic Zones 3 and 4,
Show axhored veneer support and connections
comply i'ith Section 3006 (d)l and Section 2515
jolnts, etc. (a). Show ties, e9 vire in horizontal
Show hei$t and construction details of all concrete and msonry walls. Chapters 24 and
26.
Show floor and roof connections to masonry and concrete walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310.
Show a minb 2" air space and flashing
between planter and building walls. Section 2516 (c) 7.
GARA(;BANDc;ARpoRps
Garage requires one-hw fire protection on the garage side of walls and ceiling comn to the dwlling. Iable 5-8. Section 503 (d).
~ll elements supporting floor above garage,
have one-hour fire-resistive protection on the including walls supporting floor joists, muSt
garage side. Section 503 (b)
core or a listed 20-minute assembly, for Show a self-closing door, either 1-3/8" solid
openings between garage and dwelling. Section 503 (d).
..
5/22/92 5
7/. Garages are not pennitted to open into a room used for sleeping purposes. Section llOL. . hn occupancy separation is not required between
carport and residence,,prorided the carport is open on tvo or nore sldes and has no enclosed uses above. Section 503 (a) Exception 3.
'J . Show garage framing sections, size of header over garage opening, lateral cross bracing at plate line, nethod bracing garage front and holddohms if required. Chapter 23.
NOIE: Maximum shear panel heiat-to-width ratio is 3 1/2 to 1 for plpood. Iable 25-1.
i{. Doors aay open into the garage only if Lbe floor or landing in the garage is not more than one inch lower Uan the.door threshold. Section 3304 (i). 't . Provide an 18" raised platform for any FAU, hater heater, or other device in the garege which may generate a flme or spark. UPlC Section 508, LIPC Section 1310 (a).
Per soils report; note on the nlno classification. whether or not -he soil is the soils
expansive and the allowable bearing value. Section 2905 (c).
0 soils report recommMdations for this project.
78. me foundation plan does not comply with the
Please review the report and modify design, notes and details as re uired to show compliance: Show %and vl~o.,.uz&+.
And& $3\c 5Lb. r
'! the soils report recommendation for . Provide notes on the foundation plan listing
foundations, slab and building pad preparation. d. The soils engineer recomwvlded 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:
1. Ihe building pad vas prepared in accordance with the soils report,
2. The utility trenches have been properly backfilled and compacted, and
Provide a letter from the soils engineer
plan and specifications hare been reviewed and confirming that the foundation plan, grading
that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (wp required by the soil report). f 23. Show height of all fomdation walls. Chapter
e/. Show height cf retained earth on all foundation ualls. Chapter 23.
If cut or fill slopes exist, show dirtaxe
and show steepness and heights of cuts and from foundation to edge cf cut or fill slopes
fills. Chapter 29.
ST'
f Y
. Note on plans that vood shall be 6" minimum above finish grade. Section io07 (a).
. Note on plans that surface water vi11 drain
away from building and show drainage pattern and key elevations. Section 2905 (f).
Dimension foundation per U.B.C. Table 2%: - 5- bclaw Floors SuoDorted* Stemall Width DeuY michess
1 6" 2 12" 12"
8"
6" 15" 18" 7" 3 10" le" 2~" e"
*Foundations may support a roof in addition to Lhe
foundation for one floor. floors. Where only a roof is supported, use
8f Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3.
Section 2907 (f). Show foundation bolt size and spacing.
9/. Specify size, I.C.B.O. number and manufacturer of power driven pins and expansion anchors.
Section 302 (a).
Section 302 (d).
hold down anchors must be tied in place prior If hold downs are required, note on plan that
to foundation inspection. Section 305 (e) 1.
3. The foundation excavations. comply with y. Show adequate footings under all bearing walls the intent of the soils report". and shear walls. Section 2907 (b).
5/22/92 6
steeper than 1:lO. Section 2907 kc). show on the plans stepped footin s for slopes . Show double top plate with minimum L8" lap splice. Section 2517 (g) 2. ._ . show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516
q/. Shov pier size, spacing and depth inro
. Shov miniam underfloor access of 18" x 24". '1 Section 2516 (c)?.
(c) 2.
undisturbed soil. Table 29-A.
Shov minh underfloor ventilation equal to 1
area. Openings shall be,as close to corners as sq. ft. for each 150 sq. ft. of underfloor
practicable and shall provide crcss ventilation on at least tvo approxbtery opposite sides. Section 2516 (c) 6.
PRAWY:
Show wall bracing. Every exterior wood stud wall and main cross-stud partitim shall be braced at each end at least every 25 feet of
equivalent. Section 2517 (g) 3, Iable 25-V. length with 1 x L diagonal let-in braces or
, In 2-story buildings, shesr panflc at the first story (at least LE inches in width) shall be located at each end or as near
percent of the linear length of the wall, or thereto as possible and comprise at least 25
provide design. Section 2517(g)3, Table 25-V. , S-bclw . Note cross bridging or blocking. Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held inline. Sec. 2506 (h).
'Of joists, rafters and trusses at exterior walls. . Show blocking at ends and at supports of floor
Section 2517 (d) 3, 2517 (h) 7. . Bearing partitions, perpendicular to joists,
beams, valls or partitions, mre than the depth shall not ba offset froa supporting girders,
of the joist. Section 2517 (d) 5. . Show rafter ties. Ratter 'ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517
purlin braces to ba not less than
L5 degrees to the horizontal. Section 2517 (h) 6.
'f 25-Q.
. Shov nailing will be in compliance vith Table
. Shov or note fire blocks at the following locations per Section 25i6 (f):
a. In concealed spa:es of stud walls and partitions, including furred spaces, at the ceiling and fl~cr levels and at 10
horizontal; foot intervals both vertical and
b. At all interconnections between concealed vertical and hcri-cntal spaces such as
occur at soffits, drop ceilings and core ceilings;
c. In concealed spaces between stair stringers at the top and bottom of the
vith the nm of s-tairs if the valls under
lun and betseen suds along and inline
the stairs are unfinished;
d. In o7enings around rents, pipes, ducts, chimneys, fireplaces znd similar openings which afford a ?assage for fire at ceiling and floor levels, with
noncombustible materials; and
e. At openings between attic spaces and chimney chases for factory-built chinmeys.
. In duplexes, draft stops shall be provided in
floor-ceiline assemblies and attics in line with walls separating units and separating units from comon areas. Section 2516(f)4.
. . . . . . . -. -. . D ~~~~~~~~~~~
Show stud size and spacing. Marimurn allowable stud heights: Bearing uall: 2 xL and 2 X 6 max. 10'; Non-bearing: 2 x 4 maw. 14', 2 x 6 mw. 20'. Iable 25-R-3. Ea 110 -Frume . Studs supporting two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 16" O.C.
Iable 25-R-3.
*c Cd-wILt\5*
. Note on A.I.I.C. Certificate of Compli~ce for '7 glued laminated vood members shall be given to the building inspector prior to installation.
Section 2505. . Detail all post-to-bsam and post-to-footing connections and reference the detail to the plan. Section 2516 (m).
roof and floor diaphragns, to shear walls.
. Detail shear transfer connections, including
Section 2513.
19. Specify Mil size and spacing for all shear walls. floor and roof diaDhrams. Indicate ( requiied blocking. HainLai'n &im 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. 0
9
117. Show 112'' minisrm clearance between top plate of interior partitions and bottom chord of trusses. (Io ensure loading will be as
designed).
. Provide roof franing plan and floor frening plan. Section 302 (d).
If. Provide frming sections through
Show location of attic access with a mininnrm
headroom heieht in the attic is less Lhan 30". size of 22"x30", unless the maxinnrm vertical
Access must- be prorided ~ to each separated attic area, shall be located in a hallway or other readi-ly accessible location and 30" headroon clearance is required above the opening. Section 3205(a).
X/. Show location of attic access with miniism
. Detail truss layout for 30" x 30" attic
attic, and detail 30" x 30" clearance through access, if required for equipnent in t3e
truss webs.
size 22" x 30". Section 3205.
plywood andlor particle board thickness, grade and panel s an rating.
Table 25-5. C fbmr nnd fp
131. Show Dl~Ioood sheathine over eXDOSed eaves. or f other-c-ther exposed- areas, is "bonded kith Section 302 (d). exterior glue." Plyood used for exterior wall covering shall be the exterior tse. Section 2516 (i), 2516(g)3. Id. Specify all header sizes for opening over 4' I wlde. -Section 2517 (9) 5.
Provide calculations for main vertical and horizontal frming members and post footings. Section 302 (b). See bslew . Ridges, hips, md valleys shall be at least one size lar er than supported rafters.
. Vnen roof pitch is less Then 3:12, design ridge as a bean. Section 2517 (h).
ld. Provide calculations for lateral loads, shear Section 2517 (h? 3. / panels, shear trmsfer and :elated. Section 302 (b).
hall values for drjxall in Table 47-1 must be . In Seismic Zones 3 and I., the allowable shear
reduced 50 percent hen considering earthquake
Footnote 1. loads. lhis does not apply to wind loads.
Show on the plans all stauctural requirements developed in the structural calculations. Section 302 (d). (See coments below or at end.) Shew thc 8X la's eS LLS~Iccc
1 5. Columns and posts located on concrete or
.# masonry floors or decks exposed to the weather or to hater splash or ih basements and which support permanent structures shall be supported by concrete piers or metal pedestals
projecting above floors unless approved wood Of ~tural resistsnce to decay or treated wood is used. Section 2516 (e) I..
Skohve. I !'
are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 0.
13 . In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). f
13j
~~
. If foundation cripple wall studs are less than 14" high, framing shall be solid blockin or sheathed with plywood. Section 2517 (gf'4.
l#. Cripple . wall studs exceeding I. feet in height
0
shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (9) 0.
137. Note on the plsns that "all weather-exposed surfaces shall have a weather-resistive
barrier to protect the interior wall covering and that exterior openings shall be flashed in
Section 1708. such a mer as to make them weatherproof".
All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code.
5/22/92 8
. Show the size, location and type of all heating and cooling appliances or systems.
Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Sec. 1212.
h'ote on the plans that the FAU closet or alcove must be 12 inches vider than the furnace or furnaces being installed. LNC Section 704.
Show miniwum 30" deep unobstructed working space in front of furnace. Section 505, 1MC.
. Furnace shall not be installed in any bedroom, bathroom or in a closet or confined space with access only through such roo0 unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section io& L%C. . Show swurce of combustion air to furnace, per Cnapter 6, UMC.
Show access to the attic containing equipment to be minimum 30 inches by 30 inches. The opening may be 22 inches by 30 inches if the equipwent can be removed through such opening. Section 708 UMC. . Note that passageway to the attic furnace shall be unobstructed and have continuous
not more than 20 feet in length through the solid flooring not less than 2& inches wide,
attic. Section 708 UHC. . Show permanent electrical outlet and lighting fixture controlled by a switch for furnace
708 h 709 UMC. located in attic or underfloor space. Section
. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. . Show I.C.B.O. approval number for prefab
per I.C.B.O. approval or Table 37-B.
fireplace. show heighYof chimney above roof
. Rote on the .plans that approved spark arrestors shall be installed on ill chinmeys.
. Note on plan: Gas vents and non-combustible piping, in walls, passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (c).
1~ Section 3703(h)
Provide Eryer vent to outside. UHC, Section 1903.
All wiring shall comply with the National Electrical Code. . Show on the plan the amperage of the electrical service, the location of the semice panel and the location of any sub- panels. If senice is over ZOOAS, submit single line diagran, panel schedule and load calculations.
3. Show on the plan that receptacle outlets comply xith 1990 K€C Art. 210-%(a), xhich
reads as follows:
In everv kitchen. dinine room. parlor. library,- den, skoom, beiroom, recreation
units, receptacle outlets shall be installed
room, or similar rooms or area of dwelling
,_
so that no point along the floor line in any wall space is more than 6 feet, measured horizontally, from an outlet in that space, including any wall space 2 feet or more in width and the wall space occupied by fixed panels in exterior walls, but excluding sliding panels in exterior walls. The wall spacr .fforded by fixed room dividers, such as free-.tanding bar-type counters, shall be included in the 6-foot measurement.
Dwelling Unit Receptacle Outlets
210-52(~)
..
It'" u+n
Show on the plan that countertop receptacle
hhich reads as follows: outlets comply with 1990 hZC Art. 210-52(c),
a receptacle outlet shall be installed at each In kitchens and dining areas of dwelling units
counter space wider than 12 inches. Receptacles shall be installed so that no point along the wall line is more than 24 inches nezsured hori:ontally from a receptacle outlet
countertops 12 inches or wider shall have at in that space. Island and peninsular
least one receptacle for each four feet of counter top. Counter top spaces separated by range tops, refrigerators, or sinks shall be considered as separate counter top spaces. Receptacles rendered inaccessible by appliances fastened in place or appliances occqying dedicated space shall _nqt be considered 2s these required outlets.
Dwelling Unit Receptacle Outlets
Counler Tops
. Show on the plan that receptacle outlets in hallways comply with 1990 hZC Art. 210-52(h), which reads as follows:
For hallh-ays of 10 feet or more in length at least one receptacle outlet shall bs required.
As used in this subsection the hall length shall be considered the length along the centerline of the hall without passing through a doorway.
1
Dwelling Unit Receptacle Outlets
Hallwzys
210.55/~)
. Show En the plan that lighting outlets in dwelling units comply with 1990 hZC Art. 210- ?O(a) and (c), which read as follows:
switch-controlled lighting outlet sh11 be (a) Dwelling Unit(s). At least one wall
bathroom, hallways, stairways, attached installed in every habitable room; in
garages, and detached garages wi.:. electric power; and at outdoor entrances or exits.
(FPN): A vehicle door in an attached garage is not considered as an outdoor entrance.
At least one lighting outlet controlled by a
the attic, underfloor space, utility room, and light switch located at the point of entry to
basement shall bs installed only where these spaces are used for storage or contain equipment requiring servicing. The lighting outlet shall be provided at or near tbe
Where lighting outlets are installed according equipment requiring servicing.
to (a) above in interior stairnays, there shall bs a wall switch at each floor level to control the lighting outlet where the difference between floor levels is six steps or more.
Exception No. 1: In habitable rooms, other than kitchens and bathrooms, or more receptacles controlled by a wall switch shall ba permitted in lieu of lighting outlets. Exception No. 2: In hallways, stairnays, and at outdoor entrances remote, central, or
automatic control of lighting shall be permitted.
..
(c) Other Locations. At least one wall switch- controlled lighting outlet shall be installed at or near heating, air-conditioning, and refrigeration equipment in attics or underfloor spaces. The light switch shall be located at the point of entry to the attic or underfloor space.
. Show on the plan that ground-fault circuit- interrupter prctection ccmplies with 1990 XEC
.Art. 210-8, which reads as follovs:
(a) mielling Cnits.
ampere receptacles installed in bathroom
(1) All 125-r:lt, single-phase, 15- and 20-
protection for personnel. shall hare ground-fault circuit-interrupter
*ere receptacles installed in garages shall (2) All 125-~clt, single-phase, 15- or 20-
hare ground-fault circuit-interrupter protection for personnel.
Exception So. 1 to (a)(2): Receptacles which are not radily accessible. Exception Xo. 2 to (a)(2): Receptacles for appliances occupying dedicated space which are cord- and plug-connected in accordance with Section 400-7(a)(6), (a)(7), or (a)(8).
iieceptacles installed under Exceptions to
meeting the requirements of Section 210-52ig). Section 210-8(a)(2) shall not be conside;eal as
(3) ~ll 125-v01t, single-phase, 15- and 20- ampere receptacles installed outdoors where there is direct grade level access to the
ground-fault circuit-intermpter protection for dwelling unit and to the receptacles shall have
personnel.
(FPN): See Section 215-9 for feeder protection. For the purposes of this section, "direct grade
more than 6 feet, 6 inches (1.98~~) above grade level access" is defined as being located not
level and being readily accessible.
(4) All lZS-volt, single-phase, 15- and 20- ampere receptacles installed in crawl spaces at
basements shall have ground-fault circuit- or below grade level and in unfinished
intempter protection for personnel.
Exception No. 1: A single receptacle supplied by a dedicated branch circuit which'is located and identified for specific use by a cord- and plug-connected appliauce, such as a refrigerator or freezer.
Exception No. 2: lhe laundry circuit as required by Sections 210-52(f) end 220-lr(c).
Exception So. 3: A single receptacle supplying a pemently installed sump pump.
ampere receptacles installed vithin 6 feet of
(5) All 125-volt, single-phase, 15- and 20-
a kitchen sink to sene counter top surfaces
protection for personnel. shall hme ground-fault circuit-interrupter
(FPX): The intent of this subsection is to permit the exemption cf receptacles rihich are located specifically for appliances such as refrigerators and freerers from ground-fault circuit-interrupter prctecticn for personnel.
GFCl Protection for Personnel
Receptacles in the Vicinity of Kitchen Sinks
270-s(t~~
66 66 GiCl GFCl
mc5m -
PLMBMC im mm aoDE)
le. Show vater heater size, t).pe and location on
. Note on the plans that "combustion air for fuel burning water heaters will tm provided in accordance with the Uniform Plumbing Code".
15p
plans. UPC, Section 1301.
. Fuel combustion vater heater shall not be installed in clothes closets, in a bath or bedroom, or in a closet opening into bath or bedroom. UPC, Section 1309. . Provide adequate barrier to protect water heater from vehicle dsmage. An 18" platform for the water heater does not satisfy this requirement. WC, Section 1310.
16 . Show T and P valve on water heater and shov 1 UPC. Section 1007 (e). route of discharge line to exterior.
. Show that water heater is adequately braced to resist seismic forces. UPC, Section 1310.
. Shov shower stall CM accomdate a 30" circle and has a minima floor area of 1,021 sq. in. Uf'C 909 (d).
16/. P rovide clothes washer hook-up for each unit. Title 2&, Part 3.
. Nev water closets and associated flushometer valves, if any, shall use no more than 1.6 16' gallons per flush and shall meet performulce stcndards established by the American h'ational
urinals and associated f.lush6meter valves, if Standards Institute Standard A112.19.2, and
any, shall use no more than one gallon per flush and shall meet perfomce standards established by the American National Standards Institute Standard A112.19.2. H & S Code, Section 17921.3(b).
l6j. Show details of duplex comn (party) walls and floor/ceiling assemblies to achieve a Sound Trcnrmission Class (SIC) rating in walls
of 50 decibels and an Impact Insulation Class
Title 24. (IIC) rating on floorlceiling of 50 decibels.
. 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. Iitle 24.
I+ . Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 24. -
NOTE: Plans rubnittad after January 1, 1993 mt comply. with the new energy standards. . Provide plans, calculations and worksheets to show compliance with current energy standards. . Tne regulations require a properly completed. and properly signed Form ff-lR to be either
"sticky backed" on the plans, to allow the imprinted on the plw, taped to the plans or
building inspector to readily c-are the actual construction with the requirements of the approved energy design.
'? agreement with the information shown on the . All energy itens shorn on the plans must be in
1;s. Specify on the buildine ~lan~ all of the mdatory energy conservation requirements as
Measures Checklist." listed on the enclosure titled, "Umdatory
properly completed Fona CF-lR.
Shov the make, model and efficiency of the space heating (or cooling) system.
For room additions, show compliance with the energy standards. See attached.
Provide fluorescent general lighting (40 lumens per watt) in kitchen(s) and bathrooms.
'J) glazing (fenestrations) vi11 be installed . Provide a note on the plans stating "All nev
with a certifying label attached, shov the U value."
C&UEALl S.P.D. h maEx . Energy conservation design should be for Zone
lb. floor drains must have auto-prime (city polacy).
'9 island cooktops, see the attached Policy 91-46
. For gas piping under slabs that seme kitchen
for special sleeve and clean-out requirements. . Note exhaust fans cannot be ductless type (city policy). . Nev residential units must be pre-plumbed for
jacks must be installed" where the water
future solar water heating. Note "two roof
heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093).
l{. Note "two 3/&" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). . All piping for present or future solar water heating must be insulated vhen in areax that are not heated or cooled by mechanical means (city policy).
$111193 12
'P . Incorporate the waterproofing details, on the attached policy 80-8, where interior living
wall(s). space occurs below grade at the masonry
. Show on the Iitle Sheet on the plans, the information required by the attached Developmental Services Sheet 112383. 1F ~ll new residential buildings, including additions, require a soils report. Please submit two copies. Exception: If a room addition is limited to one story and 1000 hq. ft. in area, then a soils report is not required. Esgil Corporation will advise the City to place their soils notice stamp on the
l+. Heavy timber framing, nip- 6" x 10" beams and minimum 8" x 8"'~post, for the structural beam md colm supporting the fire separation
between the garage and liring area above, is acceptable if shown on the plans. (City policy).
plans.
la4
-?
. ~ll structures require a Class B roof covering, except room additions. If a room addition
covers all of the existing building (2nd story addition), then the above exception doesn't
app b'. . City Ordinance 9792 requires two parking spaceslunit with clear area of ZO'x20' i.e. no washing machines, etc. Show compliance.
. Only tank-type water closets that use an average of 1.6 gallons of hater per flush or less, and urinals and associated flurhometer valves, that use an average of 1 gallon of water per flush or less shall be installed in new construction. These provisions shall apply to existing buildings only when toilets are being replaced in existing bathrooms or installed in new bathro~ms.
mscnumms 0 0
192 Please see additional corrections, or remarkr, on the following page.
193. Io speed up the recheck process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or
detail number, calculation page;etc.
Please indicate here if any changes have been made to the plans that ara not a result of corrections from this list. If there are other changes, please briefly describe them and here they are located in the plans.
Have changes been made to the plans not
resulting from this correction list? Please check.
Yes No
The City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number 6191560-1468, to perform the plan check for your project. If you have any qwstions regarding these plan check items, please contact
tux+ r, I-
at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnel1 at the City of Carlsbad, 2075 Las Palmas Dr., telephone 619/438-1161.
Thank you.
Enc1osurrs:
1.
2. \
1/8/93 13
I
I
mmT
INNLATION
Ceiling
Wall
Floor
GLAZING (FEKE3T"EON)
me % of added floor arw
WING
nEF?m MASS
SPACE HEATING
(no electric allowed)
If ms, efficiency-
If Heat pump:
Split Systw. efficiency-
Single Package System, eff.-
SPACE COOLING
If Split System, eff.-
If Single Package, off.=
Wlirm HUTING
Floor Area of Room Addition
w? 100499 ftz
R- 19
R-13
R-13
R-30
R-13
R-19
Dual Dual - <so sq. ft. 20% + Removed'
nla .66=
nla Req.
Note
3
70d
6.8liSPe
6.6HSPE*
Note '
10.0~~~
9.7sw4
Note Note
500-999 ftz
R-30
R-13
R-19
Dual
20% + Remcved'
.66'
Req. 3
78d
6.8HSd
6.6HSPr*
10.0~~~
9.7sw4
Note
R-30
R-13/
R-19
GED 20% -
.662# a
7 0d
6.8HSPe
6.6HSPe
10. osw'l
9.7sw4
Note
1. 20%-of added floor area plw the area of any glaring removed because of the addition.
2. A coefficient of 0.66 vi1l.b assumed to be provided vhen dual glazing is used. c . WpNpWtion aIZ be h rsp d exZsting LbnsYrueti~, Md?
WIf the addition has conditioned area below all portions, then no thermal mass is required.
YIf the addition vi11 be over non-conditioned area (partially or vholly) in a building mostly of raised-
area of the addition that is over non-conditioned space). 'his may be provided by shoving a 2" concrete
floor construction (after the addition), then thermal mss is required in the addition (equal to 5% of the
slab at hearths, countertops, etc.
MIf the addition vi11 be over non-conditioned area in a building mostly of slab-on-grade construction
(after the addition), then no thermal mass is' required.
MIf the addition vill be in a building mostly of raised-floor construction (after the addition), then
If the addition vill be at the ground floor, and:
thermal mass is required in the addition (equal to 5% of the added conditioned footprint area). This may be
provided by showing a 2" concrete slab at hesrths, countertops. etc.
them1 mass is required in the addition (equal to 201 of the added conditioned slab-on-grade floor area).
@)If the addition vi11 be in a building mostly of slab-on-grade construction (after the addition), then
'IhiS may be provided by covering a portion of the slab-on-grade with tile, wood, etc.
If tha existing rysterwill be utilized (if no additional systems are needed to provide UBC heating require-
mb). there are no special requirements, other than mandatory insulation for any extended ducts, etc.
5. If the total number of vater heaters increases in the residence, then calculations must be suhitted to show
that the entire existing-plus-addition systw meets the vater heating energy budget.
c
ER-RA-7
.' I,
IJ Esgil
"t I I
I .I I I
I I I.
Air Conditionine Cornrnerciel . I
le' I Residential
I 'e
Res. or Corn.
Fire Sorinklers @ ..
I Total Value I
DATE: ?%,/93
BUILDING ADDRESS: 178 .&d" AVS
PROJECT DESCRIPTION: _/v'pu/ 2 Cd ..S="fly h&b ,J 3T
'. BUILDING PLANCHECK CHECKLIST
PLANCHECK NO. 9-7k y/
45
ASSESSORS PARCEL NUMBER 24 7VdU -/3 EST. VALUE /YO. 79f ,
ENGINEERING DEPARTMENT
APPROVAL
The item you have submitted for review has been approved. The approval is based on plans,
subminal, therefore any changes to these items information and/or specrkations provided in your
der this date, including field modifications, must
be reviewed by this office to insure continued conformance with applicable codes. Please review
carefully all comments attached, as failure to
comply with instructions in this report can resut in
suspension of permit to build.
DENIAL Please see the attached repon of deficiencies
marked weh n Make necessary corrections to plans or specifications for compliance with
plans andlor specifications to this oflice for review.
applicable codes and standards. Submit corrected
.. ... .. Date:
. .. t By: Date:
CONTACT PERSON
0 lmprovetnent ~ppllcati~n 0 improvement che~k~ NAME 0 Future Improvement Agreement
ADDRESS
. ..
PHONE
PWoa\hld.(\bp0001.tnn REV 6i3DZ
2075 Las Palmas Dr. Carlsbad, CA 92009-1 576 - (61 9) 438-11 61 FAX (61 9) 430-0894 @
s
I BUILDING PLANCHECK CHECKLIST
1, Provide a fully dimensioned site plan drawn to scale. Show:
do 0
/
A. North Arrow D. Property Lines Easements B: Existing & Proposed Structures E. Easements
C. Existing Street Improvements F. Right-of-way Width & Adjacent Streets
2. Show on site plan:
A. Drainage Patterns C. Existing Topography
B. Existing & Proposed Slopes
3. Show on a section drawing or include a note stating that there is a minimum of 6"
difference between the finished fioor and the finished grade elevation adjacent to the
structure.
4. include note: "Surface water to be directed away from the building foundation at a 296
gradient for no less than 5' or 2/3 the distance to the property line (whichever Is less).' -
On graded sites, the top of any exterior foundation shall extend above the elevation
of the street gutter at point of discharge or the inlet of an approved drainage device
a minimum of 12 inches pius two percent" (per 1990 UBC 2907(d)5.).
5. Include on tiiie sheet
A. Site address
6. Assessor's Parcel Number
C. Legal Description
For commerdeVindustrlal buildings and tenant improvement projects, include: Total
building square footage with the square footage for each different use, existing sewer rwmtb showina mare footaae of different uses (manufacturing, warehouse, office, -
DESCRIPTION
BUILDING PLANCHECK CHECKLIST
DISCWARY APPROVAL COMPLIANCE
l$A EdJ Ed4 I ?3L <~*.
6. PrM does not comply with the following Engineerin-
$Eo 0
la C onditlc Ins of amr
Project No. I. oval for
Conditions were complied with by: Date:
7. Dedication for all street Rights-of-way adjacent to the building site and any storm
drain or utility easements on the building site is required for all new buildings and for
remodels with a value at or exceeding (6 -pursuant to Code Section 18.40.030.
Dedication required as follw:
Attached please find an application form and submHtal checklist for the dedication process. Provide the completed application form and the requirements on tho
checklist at the time of resubmittal.
Dedication completed by Date:
IMPROVEMENT REQUIREMENTS
Ea. All needed public improvements upon and adjacent to the building site must be
constructed at tlme of building construction whenever the value of the construction exceeds $ -pursuant to Code Section 18.40.040.
Public improvements required as follows:
submit them togeUmr with the requirements on the attached checklist for a separate Please have a registered CMI Engineer prepare appropriate Improvement plans and
process through the Engineering Department. Improvement plans must be epproprhte securities posted and fees paid prior to issuance of permit.
puUr Und an application form and submittal checklist for the public
knp#wnent. requirements. Provide the completed application form and the r.qulrcunentr on the checklist at the time of resubmittal.
Improvement Plana signed by: Date:
Page2Of4 REV M1(2
c
BUILDING PLANCHECK CHECKLIST
IstJ 2nd4 3rdJ 00 0. 8b. the public improvements may be deferred pursuant to code Section
ubmit a recent property title report or current grant deed on the proplsy and processing fee of 8 so we may prepare the
and approved by the City prior to issuance of a Building Permit. neceEnry Future Improvement Agreement. This agreement must be signed, notarized
Future public improvements required as foilows:
00
d,
on
on
EL
0
0
0
0
-
8c. Enclosed please find your Future Improvement Agreement. Please return signed and notarized Agreement to the Engineering Department.
Future Improvement Agreement completed by:
8d. No Public Improvements required. SPECIAL NOTE: Damaaed or defecth
imwovements found adiacent to buildina site must be reDaired to the satisfaction 91
the Ci Inspector prior to muDancv.
GRADING PERMIT REQUIREMENTS
The conditions that invoke the need for a grading permit are found in Section 11 .!X030
of the Municipal Code.
9a. Inadequate information available on Site Plan to make a determination on grading
requirements. Include accurate grading quantities (cut, fill import, export).
9b. Grading Permit required. A separate grading plan prepared by a registered Civil
Engineer must be Submitted together with the completed application form attached.
NOTE: The Gradina Permit must be issued and rouah aradina aptxoval obtained Drior
to issuance of a Buildina Permit.
bmpecbr sign off by: Date:
9c. Pormlt required.
.. . .
BUILDING PLANCHECK CHECKLIST
P\dOa\ch~pooo1 .Inn Page3of4
-US PERMITS
3rdJ .-e. j 0 10. A F-WAY PERMIT is required to do work in City Right-of-way and/or
-;work adjacent to the public Right-of-way. Types of work include, but are not
limited to: street improvements, trees, driveways.
A separate Right-of-way permit issued by the Engineering Department is required for the following:
I"
Please complete attached Right-of-way application form and return to the Engineering
Department together with the requirements on the attached Right-of-way checklist, at the time of resubmittai. & 0 11. A SEWER PERMIT is required concurrent with the building permit issuance. The fee
is noted in the fees section on the following page.
0 12. INDUSTRIAL WASTE PERMIT is required. Applicant must complete industrial
Waste Permit Application Form and submit for City approval prior to issuance of a
Permit.
industrial waste permit accepted by: Date:
Page4d14
PLANNINGCI-ECKLIST
Plan Check No. 93- 64 Address I 7A/ Atd DlzBA
Planner VAN LYNCH i: Phone 438-1161 ext. 4325
(Name)
APN: a?-/w-13
uuu Type of Project and Use 126s /bbb /
L
5 b
"I"
jtj nI E" Zone e-/ Facilities Management Zone -1
Mb L!zEd
Eh E
7G73D -cc ((3 ?7 72
Item Complete
Item Incomplete - Needs your action
1,2,3 Number in circle indicates plancheck number where deficiency was
identified
DATE OF COMPLETION:
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval
/ duo ~DiscretionaryActionRequired: YES-NOXTYPE
APPROVALJRESO. NO. DATE:
PROJECT NO.
OTHER RELATED CASES:
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval
californiacoastalCommissionPennit~:YES~NO-
DATE OF APPROVAL:
San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725
(619) 521-8036
Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval
OdO 0 Landscape Plan Required: YES - NO
See attached submittal requirements for landscape plans
Site Plan:
d/on 1. Provide a fully dimensioned site plan drawn to scale. Show: NO&
A0 2. Show on Site Plan: Finish floor elevations, elevations of finish'grade
.wii 17 3. Provide legal description of property.
do 4. Provide assessois parcel number.
arrow, property lines, easements, existing and proposed structures,
streets, existing street improvements, right-of-way width and
dimensioned setbacks.
adjacent to building, existing topographical lines, existing and proposed slopes and driveway.
l%a
zoning:
1. Setbacks:
Front: Required Shown &
Int. Side: Required Shown 6'
Street Side: Required G+ Shown 6-,
Rear: Required 12' Shown 3/
2e
2. Lot coverage: Required c*b& Shown x
3. Height:
4. Parking: Spaces Required 2- Shown 2-
Guest Spaces Required Shown
rp c,wp cansnwco*.(-trs,=~ GL ,A trLr-.lfT.
PLNCKFRM
STATE OF CALIFOUNIA-THE RESOURCES AGENCV PETE WILSON. Governor
CALIFORNIA CDASTAL COMMISSION
SAN DIEGO COAST AREA
3111 CAMINO DEL RIO NORTH. SUITE ZW
SAN DIEGO. CA 921081725
(619) 521-8036 EXEMPTION LETTER
This is to certify that this location and/or proposed project has been reviewed by the staff of the Coastal Comnission. A coastal development permit
is not necessary for the reasons checked below.
- The site is not located within the coastal zone as established by the
California Coastal Act of 1976, as amended.
- The proposed development is included in Categorical Exclusion No. adopted by the California Coastal Comnission.
- The proposed development is judged to be repair or maintenance activity not resulting in an addition to or enlargement or expansion of the object
of such activities (Section 30610(d) of Coastal Act).
- proposed development is an improvement to an existing single family
area between the sea and the first public road or within 300 feet of the
residence (Section 30610(c) of the Coastal Act) and not located in the
14 Cal. Admin. Code.
inland extent of any beach (whichever is greater) (Section 13250(b)(4) of
- The proposed development is an improvement to an existing single family residence and is located in the area between the sea and the first public
road or within 300 feet of the inland extent of any beach (whichever is
greater) but is not a) an increase of 10% or more of internal floor area,
b) an increase in height over 10%. or c) a significant non-attached
structure (Sections 30610(a) of Coastal Act and Section 13250(b)(4) of
Administrative Regulations).
(OVER) - .
Page 2
- The proposed development is an interior modification to an existing use with no change in the density or intensity of use (Section 30106 of Coastal Act).
- The proposed development involves the installation, testing and placement
facility and development approved in accordance with coastal development in service of a necessary utility connection between an existing service
permit requirements, pursuant to Coastal Act Section 30610(f).
- The proposed development is an improvement to a structure other than a
permit requirement (Section 13253 of Administrative Regulations). single family residence or public works facility and is not subject to a
- The proposed development is the-rebuildfng of a structure, other than a public works facility, destroyed by natural disaster. The replacement
conforms to all of the requirements of Coastal Act Section 30610(g).
- Other:
Please be advised that only the project described above is exempt from the permit requirements of the Coastal Act. Any change in the project may cause
it to lose its exempt status. This certification is based on information provided by the recipient of this letter. If, at a later date, this
information is found to be incorrect or Incomplete, this letter will become
development permit is obtained. Invalid. and any development occurring at that time must cease until a caastal
Truly yours,
6630A
CLIENT: CHERAMIE
PROJECT: CHE 793
DATE: 19 JULY 1993
Mr. Curtis Cheramie
Mr. John Parker
1781 Andrea Ave.
Carlsbad, CA. 92008
Subject: Soils Engineer Certification Letter for
the Cheramie-Parker Res.idence located at 1781 Andrea
Ave.,,Carlsbad, CA.
Gentlemen:
Pursuant to the City of Carlsbad requirements, this letter
will serve as confirmation that the foundation plan, grading plan
and specifications have been reviewed for the subject project. We
have determined that the recommendations in the Preliminary Soils
Investigation Report dated 28 June 1993, by B & B Engineering,
Inc., are properly incorporated into the construction documents.
ACB/DPB/emb
CLIENT: CHERAMIE
PROJECT: CHE 693
DATE: 28 JUNE 1993
Mr. Curtis Cheramie
Mr. John Parker
1781 Andrea Ave.
Carlsbad. CA. 92008
Subject: Preliminary Soils Engineering Investigation for the
proposed residential construction located at 1781
Andrea Ave., Carlsbad, CA.
Gentlemen:
Pursuant to your request, a Preliminary Soils Engineering
Investigation was performed at the subject site. The purpose of
the Investigation was to determine the general engineering
characteristics of the soils on and underlying the site and to
provide specific recommendations for the design of foundations and
retaining structures, slab-on-grade floors and site earthwork.
The proposed development consists of approximately 1800 SF
of new construction for a two story addition to the existing
single family residence.
SITE CONDITIONS
The subject site is located approximately 0.7 mile East of
the 1-5 Freeway, on the South side of Andrea Ave., in the City of
Carlsbad. The site topography consists of a previously graded lot
with an existing single story structure. The lot is relatively
flat and drainage falls on either side of the house towards the
street.
* STRUCNR*L ENGINEERING * UNO SURVEYING
CIVIL. GEOTECHNIWL. 1 OUAUTYENGINEERS
*CONSTRUCTION MANAGEMENT 6 INSPECTION
* PERCOUTION 6 SOIL TESTING
FIELD AND LABORATORY TESTING
On 17 June, 1993, a Field Investigation was performed at the
subject site. This investigation consisted of the excavation of
one test pit dug by hand and testing & inspecting the subsurface
soils. Location of the test hole with respect to the proposed
development is shown on the Plot Plan, Enclosure (1).
As the test pit was advanced, the soils were visually
classified by the Field Engineer. Undisturbed and bulk samples
as well as in-place density tests were obtained at the proposed
foundation depths. All samples were returned to our laboratory
for testing. Detailed logs of the subsurface soils encountered
are presented on Enclosure (2) and the results of our Laboratory
Tests: density, expansion, and the direct shear test, are
presented on Enclosures (3) and (4).
Shear tests were made with a direct shear machine of the
strain control type in which the rate of strain is 0.05 inches per
minute. The machine is so designed that tests may be performed
ensuring a minimum of disturbance from the field conditions.
Saturated, remolded specimens were subjected to shear under
various normal loads. This tests were performed in accordance
with the procedures outlined in U.B.C. Standard 29-2.
SOIL CONDITIONS
As observed during our field investigation, the site is
underlain with approximately 6 inches of topsoil material
consisting of dry, loose slightly clayey sand. Underlying the
topsoil materials are the Terrace Deposit soils consisting of a
damp, dense to very dense silty sand.
-2-
1611-* so. MELROSE DRIVE t285, VISTA, CA. 92083 (619) 945-3150
- STRUCNRAL ENGINEERING - UNOSURVEYlNG
CIVIL. GEOTECHNIWL. 6 OUALUYENGINEERS
* WNSTRUcnON MANAQEMENTI INSPECTION
* PERCOUnON 6 SOIL TESTINQ
GEOLOGICAL HAZARDS
The geologic hazards at the site are earthquake effects
generated by fault movements. These effects include ground
shaking, seismic settlement, differential compaction of loose
soils, and ground lurching. The distance from a major active
fault decreases the risk from these hazards at this site. No
faults have been identified within the site.
STABILITY
The relatively dense nature of the natural slopes within the
site and the nature of the material underlying the site generally
preclude the occurrence of major landslide conditions. The area
surrounding the site is not known to be within an area of ground
subsidence.
The site surface materials consist of silty/sandy soils that
are relatively loose in their dry state. These materials are
susceptible to erosion. Drainage control is essential to maintain
the stability of any planned slopes or slope areas.
CONCLUSIONS AND RECOMMENDATIONS
Based on field data and our laboratory tests results, the
following Conclusions and Recommendations are presented and are
to be utilized in conjunction with the Grading and Building
Plans :
On the basis of our investigation, development of the site as
proposed is considered feasible from a soils engineering
-3-
1611-A so. MELROSE DRIVE t285, VISTA, CA. 92083 (619) 945-3150
~ ~~~~~ ~
CIVIL GEOTECHNIWL. 4 OUALITY ENGINEERS
STRUGWRAL ENGINEERING * UNOSURVEYING * PERCOUTION 4 SOIL TESTING
*CONSTRUCTION MANAGEMENT4 INSPECTION
standpoint provided that the recommendations stated herein are
incorporated in the design of foundation systems and are
implemented in the field.
Site,preparation should begin with the removal of any trash,
debris, and other deleterious matter. These materials, as well as
vegetative matter, are not suitable for use in structural fills
and should be exported from the site. Also, any subsurface
structures such as cesspools, wells, or abandoned pipelines, which
are uncovered during the construction operation, shall be removed
or backfilled in accordance with the requirements of the City of
Carlsbad.
All on-site earth materials are considered suitable for the
support of the proposed single family residence. However, the
proposed construction will not require any grading except for
drainage.
Site drainage should be dispersed by non-erodible devices in
a manner to preclude concentrated runoff over graded and natural
areas in accordance with the City of Carlsbad requirements.
FOUNDATIONS
The proposed structure for this project can be supported by
conventional, isolated, and/or continuous spread footings. The
recommended allowable bearing value is 2100 psf. This value is
for dead plus live loads and may be increased by one-third (1/3)
for seismic and wind loads where allowed by code. This design
bearing value is in accordance with the Uniform Building Code and
was calculated based on Terzaghis’ Formula.
-4-
1611-A SO- HELROSE DRIVE X285, VISTA, CA. 92083 (619) 945-3150
In general, the on-site surface materials were found to have
a very low expansion potential according to Table 29-C of the
Uniform Building Code. Therefore, no special additional
foundation recommendations for expansive soils are considered
necessary. Foundations shall be sized and constructed in
accordance with the Structural Engineer's design, based on the
above bearing value, the expected live and dead loads, and the
projected wind and seismic loads.
It is recommended that the continuous perimeter foundations
and concrete slabs be reinforced in accordance with the following
minimum designs:
a. For slab-on-grade floors: it is recommended that the
continuous perimeter foundations for a 2 story house shall extend
a minimum depth of 18 inches and a minimum width of 15 inches into
the compacted fill material as measured from the lowest adjacent
grade. For a single story structure, footings shall have a minimum
depth and width of 12 inches.
b. All foundations shall be reinforced with at least three
No. 5 steel bars: one bar shall be placed 3 inches from the top
of the foundation and the other two bars shall be placed 3 inches
from the bottom.
-5-
1611-A SO. HELROSE DRIVE #285, VISTA, CA. 92083 (619) 945-3150
~~ ~ ~~~ ~
CIVIL. GEOTECUNIWL. d OUALITYENGINEERS
*SlRUCTURlL ENOlNEERlNG * L4NOSURVEYING
.PERCOLATIONISOIL TESTING
*CONSTRUCTION MANAGEMENT 6 INSPECTION
d. All concrete slabs shall be a minimum of four inches in
thickness and reinforced with a minimum of No. 10, 6" x 6", welded
wire mesh placed in the middle of the slab. In order to minimize
vapor transmission, an impermeable membrane [ie: visqueen) shall
be placed over the native of non-expansive sand. The membrane
shall be covered with two inches of sand to protect it during
construction and the sand should be lightly moistened just prior
to placing concrete. All concrete used on this project shall have
a minimum compressive strength of 2000 psi unless otherwise stated
on the Grading Plan.
If imported soil materials are used during grading to bring
the building pad to the design elevations, foundation and slab
design shall be reevaluated by our firm upon the completion of the
rough grading operation.
Footings located on or adjacent to the top of slopes shall be
extended to a sufficient depth to provide a minimum horizontal
distance of 8.0 feet between the bottom edge of the footing and
the face of the slope.
LATERAL LOAD PARAMETER
The lateral load parameters to be used in the design o
retaining and restraining walls (using level backfills) are
f the
derived from the friction angle, 8, obtained from the direct shear
test from Test Pit #1 at a depth of 18 inches using the following
formulas:
1611-A SO. HELROSE DRIVE P285, VISTA, CA. 92083 (619) 945-3150
~~ ~
~~~~~~~~Il~~IJ~~~~lJ~, ilJC.
CIVIL. GEOTEWNIWL. 6 QUALITYENGINEERS
.STRUCTURAL ENGINEERING. UNDSURVEYING
* PERCOUTlON6 SOIL TESTING
*CONSTRUCTION MANAGEMENT6 INSPECTION
A. Active Pressure Coefficient, Ka 1-sin $ = 0.32
l+sin 0
B. Passive Pressure Coefficient, Kp 1/Ka = 3.12
C. At Rest Pressure Coefficient, KO = 1-sin B = 0.48
The equivalent fluid pressures are obtained by the formulas:
Active Pressure: z Ka I( = 0.32 x 130.0 = 42 psf
Passive Pressure: z Kp X = 3.12 x 130.0 406 psf
Pressure at Rest: z KO 8 = 0.48 x 130.0 = 62 psf
Applicable where x = wet density (130.0 psf), fi = 31" t and
A coefficient of friction of 0.35 may be used for des
concrete on the native soils.
z=l'.
,ign of
RETAINING WALLS
An equivalent fluid pressure of thirty (30) pounds per cubic
foot may be used for design of retaining walls. These figures are
based on a drained condition and use of level granular backfill.
If native soils are used as backfill, the equivalent fluid
pressure will be forty two (42) pounds per cubic foot.
BACKFILL
If excavations are made by sloping or over-cutting, it will
be necessary to place backfill behind the retaining walls after
completion of the structure. Backfill soil should be granular in
nature and free of organic matter and debris.
-1-
..
*STRUCTURAL ENGINEERING * UNOSURVEVING
CIVIL. GBOTECHNIWL 6 OUAUTYENGINEERS
* f€RCOUnON 6 SOIL TESTING . WNSTRUCTION MANAGEMENT6 INSPECTION
All backfill should be placed after inspection has been made
of the bottom of the excavation and the installation of the
subdrain behind the wall. Form lumber and other debris shall not
be permitted at the base of the backfill.
All backfill should be compacted to 90% of the Laboratory
Standard. In some areas where the walls approach the excavated
embankment, it may prove economical to place gravel rather than
soil for backfill.
LIMITATIONS AND UNIFORMITY OF CONDITIONS
The analysis and recommendations submitted in this Report are
based in part upon the data obtained from the test pit excavations
performed on the site and our experience and judgement. The
nature and extent of variations between the test pits may not
become evident until construction. If variations then appear
evident, it will be necessary to re-evaluate the recommendations
of this Report.
Findings of the Report are valid as of this date; however,
changes in conditions of a property can occur with passage of time
whether they be due to natural process or works of man on this
or adjacent properties. In addition, changes in applicable or
appropriate standards occur whether they result from legislation
or broadening of knowledge. Accordingly, findings of this Report
may be invalidated wholly or partially by changes outside our
control. Therefore, this Report is subject to review and should
not be relied upon after a period of three years.
-8-
1611-A SO. HELROSE DRIVE t285, VISTA, CA. 92083 (619) 945-3150
.. .
In the event that any changes in the nature, design or
locations of buildings are planned, the conclusions and
recommendations contained in this Report shall not be considered
valid unless the changes are reviewed and conclusions of this
Report modified or verified in writing.
This Report is issued with the understanding that it is the
responsibility of.the owner, or. of his representative, to ensure
that the information and recommendations contained herein are
called to the attention of the Architect and Engineer for the
project and incorporated into the plans and that the necessary
steps are taken to see that the contractor and subcontractors
carry out such recommendations in the field.
The Soil Engineer has prepared this Report for the exclusive
use of the client and authorized agents. This Report has been
prepared in accordance with generally accepted soil and foundation
engineering practices. No other warranties either expressed or
implied are made as to the professional advice provided under the
terms of this agreement, and included in the Report.
It is recommended that the Soil Engineer be provided the
opportunity for a general review of the final design and
specifications in order that earthwork and foundation
recommendations may be properly interpreted and implemented in the
design and specifications. '(If the Soil Engineer is not accorded
the privilege of making this recommended review, he can assume no
responsibility for misinterpretation of his recommendations).
-9-
* STRUClUPAL ENGINEERING * UND SURVEYING
WVIL. GEOTECHNIWL. 6 OUAUTY ENGINEERS
* WN8lRUCTION MANAGEMENT 6 INSPECTION
PERWUTION 6 SOIL TESTIN0
B & B Engineering, Inc. appreciate this opportunity to be of
service. Should you have any questions regarding this project,
esitate to contact our office.
Sincerely,
-10-
RGE
I
Ad04C53 4 V%
APPROXIMATE LOCATION OF FIELD EXPLORATORY TEST PIT __2.
PLOT PLAN
OWNER: CHELAME / PARE/Z
LOCATION: /7B/ ANDREA AV&.
CAaL56AO ,LA.
CIVIL. GEOTECHNICAI a OUALITY ENGINEERS
.STRUCTURAL ENGINEERING LANDSURVEYING
A.P.N.: . CONSTRUCTIONMANAGEMENTdlNSPECTlON
PERCOLATION 6 SOIL TESTING
CIVIL, GEOTECHNICAL, 6 OUALITYENGINEERS
*STRUCTURAL ENGINEERING * LAND SURVEYING
* PERCOLATION 6 SOIL TESTING * CONSTRUCTION MANAGEMENT6 INSPECTION
LOG OF TEST PITS
EXCAVATED 6 -17- 93 Backhoe
PIT DIMENSIONS IN FEET W L D TP- I
SURFACE ELEVATION IN FEET DATUM Mean Sea Level
~~
GEOLOGICAL
CLASSIFICATION
DESCRIPTION
TOPSOL /4f , I ENGINEERING
CLASSIFICATION AND
DESCRIPTION
PIT DIMENSIONS IN FEET W L D
SURFACE .ELEVATION IN FEET
CIVIL, GEOTECHNIWL, K OUALITY ENGINEERS
*STRUCTURAL ENGINEERING. LANDSURVEYING
PERCOLATION6 SOIL TESTING . CONSTRUCTION MANAGEMENT6 INSPECTION
5933 SEA LION PLACE, SUITE 100, CARLSBAD, CA 92008
IERAM lE /H
Test
Location
TP- I
rP- I
T FtWJ: CHE 693
619-431-8213
Soil
Field Type
Dry De
A /ZO4
A /z+7
Ity. pcf
Paximum.
JW.0
/ 3~0
I i i
3
bust
NO.
COMPACTION CURVE DATA
SOIL TYPE AND DESCRIPTION OPTIMUM DENSITY (pCf1 MOISTURE%
MAXIMUM DRY
EXPANSION POTENTIAL
&iPAdS/Od /dWEg = 18 (VERY LOW) 1 - 20 = Very Low
TE5T PEU FO/ZM.EO o~-S&lii?LkC__...- 51 - 90 = Moderate
131 -above=Critical
21 - 50 = LOW
12 ". . . . 91 -130 - High TP-I 4r ABPTH OF II ,I
EXPANSION AND COMPACTION TEST DATA ENCLOSURE (3)
i I I i ..
I I 7760"
. ..
4-L
/
'i I!
/i "
CERTIF~CATE 'OF CCMPLIANCE: RESIDENTIAL Page 1 CF-1R
Project Title .......... ChermielParker Addition ........
Project Address 1701 Andrea Ave. Date 07/19/93
""""""""""""" """""""""""""""""" """""""_ """""""""""""E"""""""""""""""""""""""""""
........ """"""""""_
Oocunentation Author... David McKinley
Carpany ................ McKinley Enginering
Tel whom.............. (619) 434-3750
Carlsbad, CA 92008 I I Building Permit #
I Plan Check / Date 1
,
I I
I Carpliance Method...... MICROPAS4 by Enercarp, Inc. I Field Check/ Date I I
Climate Zone........... 07 """""""""___
........................................ ........................................
I MICROPAS4 v4.01 File-CHEREXAD Wth-CTZ07S92 Progrtm-FO(M CF-1R ,
I User#-MP1707 User-McKinley Enginering Run-ChermielParker ExistlAdn I
........................................
GENERAL INFWTICN
Conditioned Floor Area 3190.5 sf
Building Type .............. Single Fanily Detached
Construction Type ......... Existing Plus Addition
Building Front Orientation. Front Facing 313 deg (NN)
Nhr of helling Units ... 1
Nhr of Stories.......... 2
Floor Constructton Ty pe.... Slab Ck Grade (Package D)
"""""""""_ .....
BUILDING SHELL INSULATICN
Carponent
Type I'
Insulation Assenbly
""""""""""""-
R-value U-value Location/Cfmments
wall
Door
R-0 0.306
R-0 0.330
wall R-13
Roof R-19
0.000
0.046
FloorExt
s1 ab€* R-0
R-13
0.500
0.064
s1 a" R-0 0.720
""""""_ """"" """" ....................
Orientation """""""_
Window wi ndow
Window
Window
Window
Window
Window
Window
Door
Sky1 ight
FENESTRATICN
""""""
"
Right (W)
Right (W)
Back (SE)
Left (NE)
Back (SE)
Left (NE)
Front (NN)
Front (NN)
Horz
Back (SE)
Area U- Y of Interior Exterior
(sf) Value Panes Shading Shading
, ""- ""_ ""_ """"" """""_
33.8 1.190
72.0 1.200
110.0 1.200
40.0 1.200
36.0 1.190
10.0 1.190
42.0 1.190
24.0 1.200
40.3 0.990
0.0 1.260
1
1
1
1
1
1
1
1
1
1
Drapes.Std None
Drapes.Std None
Drapes.Std None
Drapes.Std None
Drapes.Std None
Drapes.Std None
Drapes.Std None
Drapes.Std None
Drapes.Std None
None None
Over -
hang1 Frming
Fins Type
None Metal None Metal
None Metal
None Metal
None Metal
None Metal
None Metal
None Metal
None Wood None Metal
""" """"
CERTIFICATION OF COMPLIANCE 02 / ,/I CITY OF CARLSBAD Plan Check No. /J-by/
DEVELOPMENT PROCESSING SERVICES DlVlSlON
2075 LAS PALMAS DR., CARLSBAD, CA 92009
(6191 438-1161
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:
&Isbad Unified
801 Pine Avenue Carlsbad, CA 92009 (434-0610)
-1290 West SanMarcos Blvd. San Marcos Unified
San Marcos, CA 92024 (744-47761
Encinitas Union
Encinitas, CA 92924 (619) 9q4-&300
- 101 South Rancho Santa Fe Rd. - San Dieguito Union High School
710 Encinitas Boulevard
Encinitas, CA 92024 (753-6491)
Project Applicant: PA kk&/Z APN: 207- " /A0 - /3
Project Address: 1 7(-/ p 04 RPff //t-
RESIDENTIAL: SQ. FT. of living area /s@- number of dwelling units
SO. FT. of covered area SO. FT. of garage area
Prepared by Date 6kyA 3
1/ FEE CERTIFICATION
[To be completed by the School District)
Applicant has complied with fee requirement under Government Code 53080
Project is subject to an existing fee agreement
Project is exempt from Government Code 53080
Final Map ap roval an.d construction started before September 1, 1986. (other schoo P fees pald)
Other
Residential Fee Levied: $ Lf/92.30based on /sg= sq. ft. @ atGs
based on sq. ft. 4
School \D?ii)'rict Official Title /- Date
AB 2926 and SB 201 fees are capped at $ 2.65per square foot for residential. AB 2926 is capped at .27 per square foot for commerciaIIindustria1.
t