HomeMy WebLinkAbout2631 ACUNA CT; ; CB911489; PermitI
BUILDING PERMIT Permit No: CB911489
01/23/92 13:42 Project No: AYlOlYHt?
Page 1 of 1 Development No :
Job Address: 2631 ACUNA CT
Permit Type: RESIDENTAL ADD/ALT
Parcel No: 215-491-11-00
Valuation: 17 , ,? 7 7
Occupancy Group: R3 Construction Type: VN
Description: 221.5SF RAD/149.5SF DECK
Class Code:
Validated By: SBB
Apr/Issue: 01/23/92
Appl/Ownr : SCHUSTER, ROGER & FRANCES
2631 ACIJNA CT
CARLSBAD, CA 929
619 431-8514
k** Fees Required **.
""""""""""""
Fees :
Adjustments:
Totai Fees :
Fee description """""""""-
Plan Check
Building Permit
Strong Motion Fee * BIJILDING TOTAL
Enter "Y '' for Plur
Gas Piping
Enter " Y "
* PLUMBING
System
TOTAL
for Elec
ted h Credits *
123. 0ii
Ext fee Da
.260.00
189.00
123.00
"""""""
314.00
2. I10
10.00
7.50 Y
0
i 6.5U
2.50
2 7 . f.! :: 1~1.00 Y
Enter "Y" for Remodel 10.00 Y * ELECTRICAL TOTAL 20.00
Enter 'Y' for Mechanical Issu 15.00 Y
Each Hood/Fireplace > ti. 50 * MECHANIC,AL TOTAL 22.00
**
"
ta
"
PERha APPLICATION
City of Carlsbed Buildim Departlent
2075 Las Palas Dr., Carlsbed, U WOW (619) 636-1161
B
A - U Commercial 0 New Bulldrng U Tenant Improvement 123.00
B - 0 Industrial 0 New Building
C -gResidential 0 Aparunent OCondo gsingle Family Dwelling dAdditioWAlteration
OTenant Improvement
0 Duplex 0 Demolition 0 Relaeation 0 Mobile Home 0 Electrical 0 Plumbing
OMechanical OPool 0 Spa ORetaining Wall OSolar OOther
2. PRWlXTlNFORMATlON FOR OFFICE USE ONLY
Address ,.
Nearest Crcss Stkt si pa!"" E LGS' #cwr+ c- ~ullalng or 5u1te NO.
ON Lot No. SuWimslon NamdNumkr Umt No. Phase No.
02 Energy Calcs M2 Srmctural Calcs 02 Soils Report 0 1 Addressed Envelope
USE PROPQSED USE
X OFSIURIES
It artterent trom appl~canr) ADDRESS qB N, M&ROs 8IJp* fofmS' ~- CITY 2.717
NAME F#bmS ScNO'S7- ADDRESS 263 / /QCU@4 07,
un atuss+D STATE a I ZIP CODE 7-7 DAY TELEPHONE/& 1 4) 431 - 8 sf 4 7- XyU57dADDRESS G&H6 -
UR STATE ZIP CODE DAY TELEPHONE
NAME ADDRESS
CITY STATE ZIP CODE DAY TELEPHONE
0 I, as owner of the properly or my employees with wages as their sole compensation, will do the work and the StNCtUre is not intended or offered for sale (Sec. 7044, Business and Professions Code: 7he Contractor's License law does not apply to an owner of properly who builds or improves thereon, and who does such work himself or through his own 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 properly, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License law does not apply to an owner of properly who builds or improves thereon, and contracts for such projece with contractor(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 construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code)
e basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit re than five hundred dollars [SSOO]).
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district?
IS the facility to be constructed within 1,000 feet of the outer boundary of a school site?
ffANYOF'IHeANSWERSAREYESAPINAl~~~~OFOCCUPANC(MAYNOTBElSSUPDAPIWJULY1.1989UNIPSS'IHeAWIICANT HAS MET OR IS MEEIlNG THE IWQ- OF llIE OFFICE OF' EMERGENCX SEIIWCIS AND nlE AIR POu*mON ODNlROL DEI'IUCX.
I hereby atllrm that there IS a ConStNctlOn lendlng agency tor the pertormame Ot the work torwhlch thlS permit IS Issued [SK 3097ClJ Clnl "2).
0 YES 0 NO
om 0 NO
LENDER'S NAME LENDER'S ADDRESS
I cent that I have read the appllcatlon and state that the above !nlormat~on IS correct. 1 agree to comply wlth all City ommances and state laws relatin! to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for insption
ANDEKP~SIS~~MAYINANYWAY~UEAGAINmSAID~INODN~~~OF7HEG~GOF~~. pu'poses. IAIsoAG~~sAvE~~AND~HARMIEssTHE~oFcARlsBADAGAINmAu.~~JuDGMpFIs.cosIs
Expiration. Every permit iss building or work authorized [thin 365 days from the date of such permit or if the building or work authorized by e provisions of this Code shall expire by limitation and become null and void if the
such permit is suspended or rk is commenced for a period of 180 days (Section 303(d) Uniform Building Code).
APPLICANTS SIGNATURE DATE: I(/ 1/71
-~ .~ 1
ESGIL CORPORATION
9320 CHESAPEAKE DR.. SUITE 208
SAN DIEGO, CA 92 123
(619) 5601468
DATE : JamlrAym I 7, 1992
JURISDICTION: uf <bud
nFILE COPY PLAN CHECK NO: SI- I Y 59 SET: Z7" !=jUPS
9DESIGNER PROJECT ADDRESS: 23 3f #CUR9 Cf-
PROJECT NAME: 5~hL*ster &em
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 jurisdiction's building codes when minor deficien-
cies identified on ++v. e#& sb,d are reszlved 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 identified on the enclosed check list and should be corrected
Ti jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
Esgil staff did not advise the applicant contact person that plan check has been completed.
0 Esgil staff did advise applicant that the plan check has been completed. Person contacted:
Date contacted: Telephone # 0 REMARKS:
By : Enclosures: ESGIL CORPORATION I
I
f OMPANY
FASTENERS (066) (Continued) 6
CONCRETE AND MASONRY ANCHORS (Continued)
Dur-0-Wal. Inc., Arlington Helgb. IL Em75 DurQ-Wd Repdr Anchor, PeneCTie Anchor and. DurQPaIr 02X)lDl
Adheeke Ancb
Gunnebo Fulenlnp CorporaUon, Yofk, PA ERJZlS Taper-Boll SupRSiud Concnle Anchors 07/01/91
Gunnabo Fulanlng CorporaUon, York. PA EM0 SupFi.Sat" Resin Capsule, SUP-&Resin'" 392 Groul Pouch, OB/OlDl
HIM, lnc., Tulee. OK ER-ZlW HKT.14 Kwik-Boll Concrete Anchors 06/01/81
HIM, Inc.. TuIsh OK ER-2805 HDI Concrele Expanrion Anchors
HIM, be., Tuba, OK ER-3987 HiHi HSL and HSL Melric Heavy Duty Conorelo Anchor8
HIM, Ins., Tulss. OK ER-4016. HiHi HVA Adhesive Concrele Anchors 1m1188
Hllll, In% Tulsa, OK EWlS* Hini HIT Adhesive Anchor System 05/01/88
HIM, Inc., Tul8h OK ER-4827 Kwik-BoH-ll and Post Nut KwitBo~-ll 05/01/91
HIM, Inc., Tulsa, OK ER-4815 HIT C20 Adhesive Anchor System for Unreinlorced Masonry 02/01/91
Hohrnann L Barnard, be., Hauppauge, NY ER-4882 DWlO Sitmiclip Interlock Syotem 05/01/91
TTW R.rnsWRed Head, Wood Dale, IL ER-1372 I1w RammVRed Head Sail-Drilling. Non-Drill. Stud, Dynaboil C6/0l/W
SUP-Rhsin" 392-1 Pump and HDS 392-E Epoxy Anchor.
o1m1m1
omrat
SIewe. Trubon Wedge,. MuWI I1 Concrele Anchon and Seal
nasce. IL
Elm Induslrk., Rocklord. IL EN70
R.m..nVR.d Hud Dhlon,
Wood Dale. IL
-
Illlnols Too* work., tnc. ER-3370
lwrn.Vlc Umned, ER-3631 Dud Droopin, Wedge. Rod and SIewe Anchon and IS0 Drive 0Sx)llSo 3
Woodbridge. Onluio L4L 3R5 Canada Concrete Scrm Anchors
EM274 Moore ACA Adhesive Caprule Anchon MXllDl
MounUimille. NY Anchon
Teenu( Indtulrh E Cornarclo Llda, ER-4054. Ab, Tecboil and Unl Expenrion Anchon for Concrole 01/01lSo Stwenwille, MD morlng SyQrne, Inc., ER.4056.
Wincheder, W
Barrm HanufaCturing. Chicago. IL ER-4056*
u.e Anchor Corwrallon. ER-4056.
Pompuw &ach,'FL
Tha Rmlplug Company, Inc.,
Nm Rochelle. NY ER-4514* hw+BoD. RawEStud, Rawl SleeI Dropln. Raw1 ChemSlud"'. 1ODlDO
Raw1 Splko., Raw1 Saber-Tooth Set- drilling Anchor. Raw1 WS Drop-In end RawCDines
Futenol, Incorporaled, Wlnonh MN ER-4514.
unrsl Induslrlr, Inc.. Hu~ppwge. NY ER271S Expuulon Anchors 04DllSo
Woj-ll, Tulse, OK ER-1821 WekH Anchor BoIC Ankr-Tile Stud Anchor, Dropln Anchor and 02/01/91
Slwe Anchor 9
1 . ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 5801458
DATE : b.s”~lu-r Ini 199 /
JURISDICTION: ,- I5 bad nFILE COPY PLAN CHECK NO: 9 I- Icf89 SET: i” f=JUPS
PROJECT ADDRESS: 26 3 I 4 c~nm c-f; =DESIGNER ‘ PROJECT NAME:^ ‘I
The plans transmitted herewith have been corrected where
building codes.
The plans transmitted herewith will substantially comply 0 with the jurisdiction’s building codes when minor deficien- cies identified 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.
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
are resolved and
0 identified on the enclosed check list and should be corrected
@ The plans are being held at Esgil Corp. until corrected
0 jurisdiction to return to the applicant contact person.
@ The applicant‘s copy of the check list has been sent to:
boncafd G~~YCC 420 id- Sun &OS R/vd..# 5
5- M aru5 9aob7
@ Esgil staff did not advise the applicant contact person that
0 Esgil staff did advise applicant that the plan check has
plan check has been completed.
been completed. Person contacted: -
Date c.ontacted: Telephone # 0 REMARKS:
By : .~nclosures:~~~~/aJr.~~,/
ESGIL CORPORATION lZ/y I
i I’
!
OGA OCM
..
JURISDICl'ION: (Ihr&ute plans received by plan checker: IZ/Y/q/
PLAN CHECK NO.: I- f "i 8s Date plan recheck completed: I~fuiQ~ By: ut w
"3 ADDRESS: e
m: Donald Grow
PLAN CORRECTION
FQmm: pwsLBE@
Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform l!aedLMical Code, National Electrical Cade and state laws regulating energy conservation, noise attenuation and disabled access. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments.
ll~e items shown below need clarification, modification or change. All items have to ba satisfied before the plans will be in conform~ce with the cited codes and regulations. Per Sec. 303(c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law.
A.
Please make all corrections on the original
and any original plan sets that may have bean tracings and submit two new sets of prints,
retuned to you by the jurisdiction, to:
To facilitate rechecking, pledse identify,
upon which each correction on this sheet has next to each item, the sheet of the plans
been made and return this check sheet with the revised plans.
The following items have not been resolved fmm previous plan reviews. Ihe original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the still outsmding corrections. Please contact ma if you have any questions regarding these items.
Please indicate here if any changes have been made to the plans that are not a result .of corrections from this list. If there are
and where they are located on the plans. other changes, please briefly describe them
Have changes been mde to the plans not resulting from this correction list? Please check.
Yes No
i:
..
... ..., . . . .., .,.. . . . ..
.. .. . , Exterior walls closer than 3 feet to a property
line shall have 30 inch parapets when the floor area per floor exceeds 1,000 square feet.
Section 1709. . projections, including eaves, may not extend
more thm 12 inches into the 3 foot setback
from the property line. Section 1710.
. Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 504.
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 minhm is 1.5 sq. ft. Section 1205 ?a). . At least 112 of the comon wall must be open and have an opening not less than 25 sq. ft. nor one tenth of the floor area of the
being supplied from an adjacent room. Section interior room if light and ventilation is
1205 (a). . plastic skylights shall not be installed within If that portion of a roof located within a . Required windows shall not open into a roofed porch unless the ceiling height is at least 7 distance to 'property line where openings in exterior walls are prohibited or required to be protected. Section 5207 (a) 7.'
i )$. 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.
)b. Show location of permnently wired smoke that the disc
a. Centrally located --in corridor or area detector: 1 be at least
b. On each story. e. In the basement.
giving access to sleeping rooms.
er than a kitchen, shall
ing height for laundry rooms, s. corridors, and bathrooms is a
exceeds $1.000
created, smoke
of 7'0". Section 1207 (a).
Glazing, in the sane wall plane as a door, must be safety glazing if within 12" of the door and less thm 60" above the walking surface, unless the glazin is leaded or faceted glass. Section 5406 fd) 6.
.' ,+. Glazing in shower and tub enclosures shall be ternpared, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5406 (d) 5. area and a minirmvp of 10 square feet per . Section 1205 (a). A-
..
Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not
' exceed U" above the floor. The window must
have an openable area of at least 5.7 s uare feet with the minimum openable width 20' 9 and the minimum openable height 24". Section 1204.
Bmzments in dwelling units shall comly with 'y the above (even if not designated as sleeping
' rooms). Section 1204.
walls and 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 and may not have a floor area exceeding 33 113 percent
mezzanine floor must have a clear height of 7 of the total floor area in the room below. llm
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.
3/. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story2.. Section 1716.
Dwellings used for daycare for 7 to 12 children shall comply with the special requirements in Chapter 12 of Iitle 24.
Lf. 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 exceed 500 sq. ft., only one exit need be provided. Section 3303(a).
Required exit doorways shall be not less than 36" in width and not less than 6'8" in height, and shall be capable of opening at least 90 degrees. Section 3304 (f).
43. Provide 36'l high protective railing for porches, balconies,, and open sides of stair landings. 0p.nings betmen railings shall be less than 6". Section 1711.
adequate to support 20 pounds per lineal foot ,
Show how guardrail connection details are,
at a right angle to the top rail. Table 23-B. pro.,& a base Cahhdinc, auhu'l.
@ Provide stai& and landing details. Section
Elwh rise is 7" and minimum run is
occupants, or serves an unoccupied roof, 11". When the stairs semes less than 10
minimu.. rise may be 8" mMimvm and run 9"
&-ex ior
3306 (b), (c) and (PI.
,d. Hinimum headroom is 6'-8". 6. Minimu. width is 36". '
a handrails per Section 3306 (j), shall satisfy the following:
a. Provide handrail for stairvayr with 4 or more risers.
b. hdrail shall be 34" to 38" above the nosing of treads.
E. The handgrip portion of handrail shall be not less than 1 112", nor more than 2" in cross-sectional dimension. . Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Such dimension need not exceed 36 inches. Section 3306 (g),
3304 (J).
An interior door may open inward at the top step of a stairway provided the top step is not more than 7 112" lower rhan the floor level. Section 3304 (i). 4 Provide details of winding stairway complying with Section 3306 (a):
a. Uinimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest.
b. EIaximum rise is 8 inches.
E. UinW width is 36 inches.
..
.., . .
5, provide spiral stairway details, per Section
3306 (f): I. a. ninh run is 7 112 inches measured at a point 12 inches from where the treads are the narrowest.
b. himum rise is 9 112 inches. himum clear opening betveen risers is 6 inches.
Ninb headroom is 6 feet 8 inches
d. The tread must provide a clear walking area ueasuring at least 26 inches from the outer edge of the supporting column to the inner edge of the handrail.
5fl. Spiral stairnays may not be used for required exits vhen the area served is greater than 400 sa. ft. Section 3306 (fl.
Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.O. approval number.
Plastic skylights must be separated from each other by at least 4 feet. Section 5207 (a) 6.
Show attic ventilation. Hinimum vent area is
at least 50% of the required vent is at least 11150 of attic area or 11300 of attic area if
3 feet above eave vents or cornice vents. Show required area and area provided. Section 3205 (c).
@ Provide fireplace construction details crnote
StsadSbMe. hapter 37. "-
" ._
54. Ptovide I.C.B.O. Research Report'kd number fir p6 attached to wood in Seismic Zones 3 and 4, . Show anchored veneer support and connections
1 metal stairsay, or sgbmit pl~ and calculations and approved fabricator registered with the buildin= denartment or note that the
comply with Section 3006 (d)l and Section 2515 (a). Show ties and 19 wire in horizontal mints. ~~~ stairvay fabrication plans shall be submitted . to and approved by the building official prior 6j. Show heiaht and construction details of all
~~~ ~~ ~~~~ ~~ ~~~~~ ~~~~~ ~~~ d"""
to instaiietion.
Exterior ctairneys shall not project into the 3 foot setback from the property lines. Section 3306 (n).
54. lhe 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 constmction. Section 3306 (m). . Within units, show that corridors have a '{ minimum width of 36 inches. Section 3305 (b).
/ masonry wills. Chapter 24. . Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per
whichever is ereater. Cross erain tension or lineal foot or the actual design load,
bending in woo; ledgers is not-permitted. Section 2310. . Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7.
56.
EBmS
Specify roof slope.
Roof slop is not adequate for roof type spscified. Table 32-B,C,D and E.
Sp&ify roof material and application. hpter 32.
. Garage requires one-hour fire protection on the garage side of wells and ceiling common to the dwelling. Table 5-B, Section 503 (d): . All eleaents supportbg floor above garage, includbg walls supporting floor joists, must have one-hour fire-resistive protection on the ?p I
( garage side. Section 503 (b)
49 specify I.C.B.O. or '".L. 'approval numkr for roof materials not covered in U.B.C., .e+, ,
. Show 1 318" solid core self-closing door for s between garage and dwelling. Section tSu, etc.' Section 107. L shake5
water. Section 3207 (a) and Section 2305 (f). for drainage or design to support accmleted used for sleeping purposes. Section 1100.
61. Show mof drains and overflow. Section 3207.
. Specify minimum 110 inch per foot roof slope' . Garages are not permitted to open into a room
12/18/90 5
occupancy separation is not required between carport and residence. provided the carport is
uses above. Section 503 (e) Exception 3. open on two or more sides and has no enclosed
. Show garage framing sections. size of header
plate line, method bracing garage front and over garage opening, lateral cross bracing at
holddowns if required. Chapter 23.
NO'E: .Maximum shear panel height-to-width ratio is 3 112 to 1 for plyvood. Table 25-1.
'f' floor or landing in the garage is not mre than Doors may open into 'the garage only if the
one inch lower than the door threshold. Section 3304 (i).
7. Provide an 18" raised platform for any FAU, water hedter, or other device in the garage which may generate a flm or spark. IMC Section 508, UPC Section 1310 (a).
9 classification, whether or not the soil is . Per soils report, note on the plan the soils
expansive and note the allowable bearing value. Section 2905 (c). . The foundation plan does not comply with the soils report recmdations for this project. Please review the report and modify design, notes and details as required to show compliance:
the soils report recommendation for . Provide notes on the foundation plan listing
foundations. slab and building pad preparation. . Provide a letter from the soils engineer f confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the
properly incorporated into the constluction recomwndations in the soils report are
documents (when required by the soil report).
..
. The soils engineer recommended 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. The building pad was prepared in accordance with the soils report,
2. The utility trenches have been properly
3. .me foundation excavations comply with
backfilled and compacted, and
the intent of the soils report". 9 23. . Show height of all foundation walls. Chapter
@j!. Show height of retained earth on all
. If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29.
foundation walls. Chspter 23.
4
. Note on plans that wood shall be 6" minh above finish grade. Section 2907 (a). . Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). #. Dimension foundation per U.B.C. Table 29A:
E€s!xs %DDOrted* Stmall Width De@ ThiCkneSS
1 6" 2 12" 12"
8" 15" 18" 6"
7" 3 10" 18" 24" 8"
"Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. E/. Show foundation sills to be pressure treated, ' Section 2907 (f).
or equal. Section 2516 (c) 3.
0. Shw foundation bolt size and spacing.
of power driven pins. Show ad e and end distances and spacing. Section 302 fa).
..
If required, shov size, ambedwnt and location of hold dobn anchors on foundation plan. Section 302 (dl.
1. It hold dobns are required, note on plan that hold down anchors cust be tied in place prior to foundation inspection. Section 305 (e) 1.
[. S~OV adequate footings under all bedring walls
&qd sheas walls. Section 2907 (b). ;. shov on the plans stepped footin s for slopes steeper than 1:10. Section 2907 ?e).
5. Shov minicrm 18" clearance from grade to bottom of floor joists aqd minimum 12" clearance to bottom of girders. Section 2516,(c) 2.
'I. Snov pier size, spacing, and d;pth'.into , mdisturbed soil. Iable 29-A.
i . Shov ainhm underfloor ventilation equal to 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as
practicable and shall provide cross ventilation on at least two approxhtely opposite sides. Section 2516 (e) 6.
RunDw:
20. Shov wall bracing. Every exterior vood stud 1 call and cain cross-stud partition shall be braced at each end at least every 25 feet of length With 1 x 4 diagonal let-in braces or epivalent. Section 2517 (g) 3, Iable 25-V. . In 2-story buildings, shear panels at the first story (at least 48 inches in width) shall be '1 located at each end or as near thereto as
X uossible and comrise at least 25 nercent of
I
~ ~~~~. .. ihe linear len'gth of the wall, or provide design. Section 2517(g)3, Table 25-V.
r------- --
02. Note cross bridging or blocking. Floor joists and rafters 12" 'or ' more in depth shall be 1 suppprted laterally by bridging at intervals
held inline. Sac. 2506 (h), 2517' (a) 6.
not exceeding 8 feet, unless both edges are
10 . Shov rafter ties. Fafter ties shall' be spaced not mre than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 I
(h) 6.
Shov rafter purlin braces to be not less than
65 degrees to the horizontal. Section 2517 (h) 5. . Shov double top plate with minimrrm 48" lap splice. Section 2517 (g) 2.
1 8. Show nailing will be in coapliance with Table f 25-9. . Shov or note fire stops at the following
locations per Section 2516 (f):
a. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10
van; foot intervals along the length of the
b. At all interconnections between concealed
vertical and horizontal sDaces such as occur at soffits, drop ceilings and cove ceilings;
E. In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the valls under the stairs are unfinished; and
d. In openings around vents, pipes, ducts, chimneys, fireplaces and sbilar openings which afford a passage for fire at ceiling and floor levels, with noncombustible naterials. . In duplexes, draft stops shall be provided in
with walls separating units and separating floor-ceiling assemblies and attics in line
units from comon areas.
1 1. Show stud size and spacing. Wimrup allowable stud heights: king wall: 2 x4 and 2 x 6
mu. 20'. Table 25-R-3.
f max. 10'; Non-bearing: 2 x 4 mu. 14'. 2 x 6
. Show blocking at ends and at supports of floor joists, rafters and trusses at exterior walls. . Studs pupp~rting tvo floors, a roof and ceiling mst be 3 x 4 or 2 x 6 at 16" O.C. Section 2517 (d) 3, 2517 (h) 6. Table 25-R-3.
Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams. walls or partitions, more than the depth of the joist. Section 2517 (d) 5.
3. Note on A.I.T.C. Certificate of Compliance for glued laminated vood members shall be given to the briilding inspector prior to installation.
Section 2505.
'16191 7
..
~ebil all post-to-beam and post-to-footing ceMections and reference the detail to the
.li. Detail shear transfer connections, including
luums and posts located on concrata or
plan. Section 2516 (m). or to water splash or in basements and which support permanent structures shall be
1 roof and floor diaphragms. to shear walls. projecting above floors unless approved wood
supported by concreta piers or netal pedestals
section 2513. of natural resistance to decay or wood I?. specify Mil size and spacing for a11 shear valls, floor and roof diaphragms. Indicate required blocking. Uintain unxh diaphragm
. Individual concrete or masonry piers shall project at least 8 inches above exposed ground
dimension ratios. [Tables 25 I, J. K and unless the columns or posts b%ich they support section 4714 (d)]. are of approved wood of natural resismce to
floors or decks exposed to the weather
is used. Section 2516 (c) 4.
decay or treated wood is used. . provide truss details and truss calculations for this project. Specify truss identification nmbers on the plans. 12$. now location of attic access with minimum
Section 2516 (c) 4.
. show 112" minima clearance betveen top plate of interior partitions and bottom chord of trusses. (Io ensura loading will be as
size 22" x 30". Section 3205.
. Show draft separation for attic areas between units in a duplex. Section 2516 (f).
designed).
119 Provide mcf franing plan and floor framing . Specify plywood andlor particle board 2 plan. Section 302 (d). Prodk coniaETE 5tr.u. pI.*J thickness, grade and panel identification index. Table 25-S.
Section 302 (d).
l?i. Specify all header sizes for opening over 4' I wide. Section 2517 (g) 5.
1271. Provide calculations for main vertical and 7 horizontal framing members and post footings. Section 302 (a). . Provide calculations for lateral loads, shear panels shear transfer and related. Section 302 (bj.
1 4. In Seismic Zonas 3 and 4, the allowable shear ?' wall values for drywall in Table 47-1 must ba reduced 50 percent when considering asrthgudra loads. This does not apply to wind loads. Footnot. 1.
shov on the plm all structural requirements developed in the struetural calculations. Section' 302 (a). (See cOmmMts below or at end.)
. When roof pitch is less than 3:12, dasign
14. If foundation cripple wall studs are less than 1 14" high, framing shall be solid blocking, or sheathed with plyvood. Section 2517 (9) 4.
1 3. Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when sup orting 2 stories. Section 2517 (gy 4.
1 4. Show plywood sheathing over exposed eaves, or other weather exposed ares. is "bonded with exterior .lue." Plwood used for exterior
ridge as a beam. Section 2517 (h).
f
f
" . . " -. . "-" wall coverin shall be the exterior type. Section 2516 ti), 2516(g)3.
." ~~~ ~ ~~ ~
5. Detail truss layout for 30" x 30" attic access, if required for equipment in the attic and detail 30" x 30" clearsnce through truss webs. . Ridges, hips, and valleys shall be at 1-t one sire larger than supported rafters.
. In open beam construction, provide strap ties across the beams at the ridge support.
1)11 Section 2517 (h) 3.
Section 2501 (b).
& on the plans that "all weather-exposed
to protect the interior wall covering and that =faces shall have a weather-resistive barrier
exterior openings shall be flashed in such a mer as to make them weatherproof". Section 1707.
All heating, ventilating, and Cooling Systems and appliances shall comply with the Uniform Hechanical Code. li'. 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 mainwining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Sec. 1212.
;I"
/ 14 . Note on the plans that the FAU closet or alcove nust be 12 inches wider than the furnace or furnaces being installed. VnC Section 704. . Show minimrrm 30" deep-..unobstructed working space in front of furnace. Section 505, mc.
Furnace shall not be installed in any bedroom, bathrow or in a closet or confined space with access Only through Such room unless specified
M direct vent appliance, enclosed furnace or electric heating appliance. Section 704 UnC.
Show source of combustion air to furnace, per olapter 6, VnC.
Show access to the attic containing equipment to be minimum 30 inches by 30 mches. The opening may be 22 inches by 30 inches if the equipment CM be removed through such opening. Section 708 VnC.
Note that passageway to the attic furnace shall be unobstructed and have contlnuous solid flooring not less than 24 inches wide, not more than 20 feet in length through *e attic. Section 708 IMC. ,.
Show permanent electri& outlet and li&ting fixture controlled by a switch for furnace located in attic or underfloor space. Section 708 h 709 UnC. I
. Show I.C.B.O. approval number for prefab fireplace. Show height of chimney above roof per I.C.B.O. approval or Table 37-B.
Note on the plans that approved spark arrestors shall be installed on all chimneys. Section 3704(h), Title 24. . Note on plan: Gas vents and non-combustible piping, in walls, passing through threa floors or less shall be effectively draft stopped at each floor or ceilin . UBC, Section 170b (a? 6.
1903. . Provide dryer vent to outside. VnC, Section
~~
All wiring shall comply with the National Electrical Code. I
3. Show on the plan the amperage of the electrical service, the location of the
panels. If service is over 200 amps. ruinnit service panel and the location of any sub-
single line diagram, panel schedule and load calculations.
Note on the plans: "Electrical outlets shall be installed in accordance with NEC Article 210-52". . Note on the plans: controlled by a wall switch shall be provided "Lighting outlets
in accordance with NEC Article 210-70". J 1 6. Note on the plans: "Light fixtures installed in clothes closets will comply with NEC Article 410-8".
Note on the plans: "Convenience outlets in bathrooms, kitchen counter top(s) within 6 feet of the kitchen si&, outdoors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected." NEC, Art. 210-8.
1 1 8. Note electrical system ground to be provided I per Mc, Art. 250-80(a), 8l(c).
ptmeao lm mDG moE1
9. Show water heater size, type and location on p plans. UPC, Section 1301.
1 8. Show details to comply with Section 709 for f furnace under the floor, or Section 710 for roof or outside furnace.
. show source for providing combustion air to fuel burning water heater. If wall openings in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one- half within the lower twelve inches. UPC, Section 1307. lt
16f
l6P +
14.
. pwl comhtion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section
1309.
. Provide adequate barrier to protect water heater from vehicle damage. An 18" platform for the water heater does not satisfy this requirsment. UPC, Section 1310. '
. Show T and P valve on water heater and show route of discharge line to exterior. WC, Section 1007 (e). . Show that water heater is adequately braced to resist seismic forces, when not connected by rigid pipe. UHC Section 504(d).
. Show shyer stall CM accommodate a 30" circle and has a minimum floor area of 1,024 sq. in. UPC 909 (a). . Provide clothes washer hook-up for each unit. Title 24, Part 3.
NOIS INsmArIoli farmgas1
V 171. The regulations require a properly completed and properly signed Form CF-1R to be either
"sticky backed" on the plans, to allow the imprinted on the plans, taped to the plans or
building inspector to readily compare the actual construction with the requirements of the approved energy design.
172. All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-1R. c3
'p"
173. Specify on the buildine D mandatory energy conservation requirements as lanq all of the
listed on the enclosure titled, "Mandatory Enerev Conservation Reauirements". . Show the make. del and efficiency of the space heating (or cooling) system and provide heat loss calculations if the output exceeds 45,OM) B'NIHr.
For room additions, show that the glazing area of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing removed or relocated due to the addition.
okitchen(s) per CAC, Title 24, 2-53528). 176. Provide fluorescent general li ting in
cAI(IsBAD S.F.D. ii DUPLEX
conservation design should be for Zone
. Show details of duplex cormon (party) walls and floorlceiling assemblies to achieve a Sound Transmission Class (W) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floorlceiling of 50 decibels. . For gas piping under slabs that serve kitchen
Title 24. island cooktops, see the attached Policy 91-46 for spscial sleeve and clean-out requirements.
. Floor drains must have auto-prim (city policy).
. Show how penetrations of assemblies for piping,
bathtubs, soffits, or heating ventilating, or electrical devices, recessed cabinets,
exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 24.
1 9. Provide insulation in walls &d ceiling to achieve STC of 50 between garage and living area if garage use is ' not controlled by resident. Title 24.
f ..
Rovide plans, calculations and worksheets to show compliance with current energy standaxds.
181.
Note exhaust fans cannot be ductless type (city policy).
New residential units must be pre-plumbed for
jacks must be installed" where the weter future solar water heating. Note "two roof
heater is in the one story wage and directly below the mst south facing roof (City Ordinance No. aO93).
Note "two 314" copper pipes mat be installed to the mst convanient future solar pael 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).
.I:
. ~11 piping for present or future solar water heating mst be insulated when in areas that
are not heated or cooled by mechanical mans (city policy). . Incorporate the waterproofing details, on the actached Policy 80-8, where interior living
wall(s). space occurs below grade at the masonry
. Show on the Title Sheet on the plans, the
Developmental Services Sheet 112383. information required by the attached
3All 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 sq. ft. in -ea, will advise the report is not
City to p plans. otice stamp on the
. Heavy timber framing, minimum 6" x 10" beams '? and minh 8'' x 8" post, for the structural beam and colrmm supporting the fire separation between the garage and living area above, is acceptable if shown on the plans. (city policy).
. All 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
1 6. City Ordinance 9792 requires two parking ,9 spaceslunit with clear area of 20'x20* i.e. no
apply.
washing machines, etc. Show compliance. . 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 tbes the net free ara of the outlet of the chimney. The spark arrester screen shall have heat and corrosion resistance equivalent to 12 gauge wire, 19 gauge galvanized wire or 24 gauge stainless steel. Openings shall not permit the passage of
and shall not 'block the passage of spheres spheres haviq 4 diameter larger than 112-inch
having a diameter'of less than 318-inch. ,
Cnly tank-type water closets that use an average of 1.6 gallons of water per flush or less, and urinals and associated flushometer valves, that use an average of 1 gallon of water per flush or less shall be installed in new construction. nesa provisions shall apply to existing buildings only when toilets are being replaced in existing bathrooms or installed in new bathrooms.
0 0
0
192. Please see additional corrections, or remarks. on the following page.
93. To speed up the recheck process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc.
194. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe thm and where they are located in the plans.
Have changes been made to the plans not resulting from this correction list? Please check.
Yes No
The City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number 6191560-1468, to perform the plsn check for your project. If you have MY questions regarding these plan check items, please contact
at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 2075 Las Palmas Dr., telephone 6191438-1161.
Thank you.
Enclosures:
11/13/91 11
I
..
'.
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN Dl EGO, CA 02 I23
(619) 560-1468
DATE : h)al/&r I Y: 1w/
JURISDICTION: CARLSBAD
PLAN CHECK KO: 91- I Lf 89 SET: T- GUPS
OFILE COPY
PROJECT ADDRESS: a631 4 cunw ~e, GDESIGNER
PROJECT NAME: schuls+ LIM hn(,'.j..+nfi
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 0 with the jurisdiction's -buildins codes when minor deficien- - - ties 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 identified on the enclosed check list and should be corrected
@
0 jurisdiction to return to the 'applicant contact person.
@ The applicant's copy of the check list has been sent to:
bn0L4 Grover . 920 W. Sn &rro< Rlud. , e5
<arl Ma t-CG.5 ' 72D6 7
@ Esgil staff did not advise the applicant contact person that
0 Esgil staff - did advise applicant that the plan check has
plan check has been completed.
been completed. Person contacted:
Date contacted: Telephone #
' 0 REMARKS:
_.
: ..
By : Enclosures: ESGII; 'f2ORPORATION ~f/y
PwIaiEcum: 41-1 qti9
JURISDICl'IW: CI'l'YOFURLSAD
To: boruld Grovrx
mKumREs:
PRoJEm -: 2631 #cum.
PIDMl AREA: i 37/
m: a
EKIm Id IL
IIEwARI(s:
PwrcORREQTon~
CITPOP~
SIRZBFAKUYlulDRlpwgK~
Date plans received by jurisdiction: Illll~l
Date plans received by Esgil Corporation:
I1 /dl4 I
Date initial plan check completed:
\I 11.11'?1 By: l&.r-+ r, I ,,,x
Applicant contact person:
b, Gro LJW Telephone: LI71- a7 I7
PLeASEREM)
Plan check is limited to technical requirements
contained in the Uniform Building Code. Uniform
Plumbing Code, Uniform Mechanical Code, National
Electrical Code and state laws regulating energy
conservation, noise attenuation and access for the
handicapped. The plan check is based on
regulations enforced by the Building Inspection
Department. You may have other corrections based
on laws and ordinances by the Planning Depsrtment,
Engineering Departmant or other departments.
Present California law mandates that residential
construction comply with Title 24 and the following
model codes:
1988 IJBC (eff. 1/1/90)
1988 IJPC (eff. 1/1/90)
1990 NEC (eff. 7/1/91)
1988 UMC (eff. 1/1/90)
The above regulations apply to residential
constmction, regardless of the code editions
adopted by ordinance.
The circled items listed need clarification,
modification or change. All items have to ba
satisfied before the plans will ba in conformance
with the cited codes and regulations. Per Sec.
303(c), 1988 Uniform Building Code, the approval of
the plans does not permit the violation of any
state, county or city law.
To SDeed UD the rechecl~-esr. note on this list
lor a CODV) where each correction item has b
addressed i.e.. ulan sheet. soecification. etc. Be
een
sure to enclose the marked uu list when YOU submit
the revised ulans.
Nmx: PA(;E~ARB~M~~P~BA~II)~IIEP1II*IG~~~~.
List No. 12, Carlsbad Single Family Dvelling and Duplex With All Supplements. (1988 UBC)
9 tracings and submit two new sets of prints, and please de all corrections on the original
any original plan sets that may have been returned to you by the jurisdiction, to:
Esgil Corporation, 9320 Chesapeake Drive,
Suite C208, San Diego, California 92123, (619) 560-1468.
. please &.e all corrections on the original
and any original plan Sets that may have been returned to you by the jurisdiction, to:
1 tracings and submit two new sets of prints,
The jurisdiction's building department.
1. -e of the legal omer and name of person Indicate on the Title Sheet of the plans, the
responsible for the preparation of the plans. Section 302(a)7. 3 hll sheets of plans mst be signed by the perscn responsible for their preparation. (California Business end Professions Code). 3 plens, specificaticns and calculations shall be
signed by t!e California state licensed
preparation, for phns deviating from engineer or architect responsible for their
conventional wood frane construction. Specify expiration date of license. (California Business and Professions Code).
gross floor area of each element of this Specify on the Title Sheet of the plans the
project including dvelling, garage, carport, patio, deck and balcony. Section 302(d).
Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1988 UEC, LMC and UPC and 1990 hTC.
Submit fully dhensioned plot plan dram to scale showing location, size, and use of all existing and proposed structures on the lot.
and all easements. 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 minimum slopes. Section 302(d).
/ proposed building. Section 302(d). . Indicate distance from property lines to
Show on the title sheet all structures, pools, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building
permit application filed should be clearly identified as "not included."
f. Clearly show if the lower level is a basement or a story, based on the definitions in Sections 1103 and 420. Plot the finish grade
the distance to the floor above, for story (as defined) on the elevations and dimension
determination. f?. On the cover sheet of the plans, specify any items requiring special inspection, in a
back . format similar to that shown below or sticky
In addition to the regular inspections, the REOUIRED SPECIAL INSPECTIONS
following checked items will also require Special Inspection in accordance with Sec. 306 of the Uniforn Building Code.
ITM REQ. IF R54FXS CHECKFJI SOILS COMPLIANCE PRIOR TO fOUh'ATION INSP.
sTRucTLIRI\L UJKCREIE
OVER 2500 PSI
YESTESSED STEEL
FIELD WING
HIGH STRENGTH BOLTS
EXPM'SION ANCHORS
SPECIM. MASOhW
SPRAYED ON FIRE PROOFING
PILES/CAISSONS
DESIGNER-SPECIFIED
0-
PIRgpKvlECmoII . Exterior walls closer than 3 feet to property '1 lines shall be one-hour rated construction ad have no openings. Table 5-A.
., ' I
!
Exterior walls closer than 3 feet to a property line shall have 30 inch parapets when the floor
Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5
area per floor exceeds 1,000 square feet. square feet. In bathrooms, laundry rooms and
Section 1709. similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. Section 1205 (a). . Projections, including eaves, may not extend
more than 12 inches into the 3 foot setback
from the property line. Section 1710.
. &vel; over required windows shall be not less than 30 inches from the side and rear property
lines. Section 504. If &t portion of a roof located within a . plastic skylights shall not be installed within
distance to property line where openings in exterior walls are prohibited or required to be
protected. Section 5207 (a) 7.
projections, including eaves, shall be one- hour fire-resistive construction, heavy timber or of noncombustible material if they project into the 3' setback area from the property line. Section 1710. . Show location of permanently wired smoke detector: a. Centrally located -.in corridor or area
b. On each story. c. In the basement. d. When sleeping rooms are upstairs, at the upper level in close proximity to the
e. In rooms adjacent to hallways serving stair.
giving access to sleeping rooms.
and have an opening not less than 25 sq. ft. . At least 112 of the comon wall must be open
nor one tenth of the floor area of the
being supplied from an adjacent room. Section interior room if light and ventilation is
1205 (a). . Required windows shall not open into a roofed porch unless the ceiling height is at least 7 feet, the longer side is at least 65% open, and the porch abuts a street, yard or court. Section 1205 (a).
providing five air changes per hour in Provide mechanical ventilation capable of
bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (c).
f. Note that the discharge point for exhaust air will be at least 5 feet from any mechanical ventilating intake. Section 1205(c). $ Ductless fans cannot be used in bathrooms if a tub or shower is present. Section 1205(c). . No habitable room, other than a kitchen, shall be less than 7'0" in any dimension. Section
1207 (c). bedrooms, whei such rooms have a ceiling height 24 inches or more above the ceiling f. Show that ceiling height for habitable rooms height in the hallway. is a minimum of 7'6". Section 1207 (a).
hallways, corridors, and bathrooms is a Show ceiling height for laundry rooms,
minimum of 7'0". Section 1207 (a).
Dimension on the plans the 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 511 (a).
NOTE: Detectors shall sound an alarm audible in all sleeping areas of the unit. Section 1210 3- ( 20. When the valuation of a room addition or repair exceeds 91.000, or when sleeping rooms are created, smoke detectors shall be provided at existing bedrooms per item 19 above. Section 1210.
. Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. At least one room shall have not less than 120 square feet of floor area. Section 1207 (b).
Window area murt be at least 1/10 of the floor area Md a minimum of 10 square .feet per Section 1205 (a). A-
D. <#. rl-9 rDco 14 <a//+ &, w/pJsze.
-hau> mom GI-.~ +%&.re (so. d3
fir windews break 4 jh<;rr ',be// ?
Glazing, in the same wall plane as a door, rmtbt be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6. . Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic
shower floor). Section 5406 (d) 5. (including windows within 5 feet of tub or
Y . sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44" above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". Section 1204.
Basements 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 one-hour fire-resistive construction. Provide details of the assemblies. Section 1202(b).
. A mezzanine is an intermediate floor and may not have a floor area exceeding 33 113 percent of the total floor area in the room below. Zhe 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.
3/. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story,, Section 1716.
Dwellings used for daycare for 7 to 12 children shall comply with the special requirements in Chapter 12 of Title 24.
. 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 exceed 500 sq. it., only one exit need be provided. Section 3303(a).
4{. Reqiuired exit doorways shall be not less than 36' in width and not less than 6'8" in heiaht. ' and shall be capable of opening at leasi 96 degrees. Section 3304 (f).
43. Provide 36" high protective railing for porches, balconies,, and open sides of stair landings. Openings between railings shall be less than 6". Section 1711.
Show how guardrail connection details are, adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B.
provj& a bare cenh=.c+ie- &*'I.
Provide staiway and landing details. Section 3306 (b), (c) and (p).
eJ-er ior
(%J Maximum rise is 7" and minimum run is
occupants, or serves an unoccupied roof, 11". When the stairs serves less than 10
minimum. rise may be 8" maximum and run 9"
P . Minimum headroom is 6"s". 6. Minimum width is 36".
@- All handrails per Section 3306 (j), shall satisfy the following:
a. Provide handrail for staiways with 4 or more risers.
b. Handrail shall be 34" to 38" above the nosing of treads.
c. The handgrip portion of handrail shall be not less than 1 1/2", nor more than 2" in cross-sectional dimension. 7
Y
. Every staiway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Such dimension need not exceed 36 inches. Section 3306 (g),
3304 (j) .
An interior door may open inward at the top
not more than 7 112" lower than the floor step of a stairway provided the top step is
level. Section 3304 (i). $ Provide details of winding staimay complying with Section 3306 (a):
a. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest.
b. Maximum rise is 8 inches.
C. Minimua width is 36 inches.
provide spiral stairvay details, per Section 3306 (f):
a. Minimum run is 7 112 inches measured at a point 12 inches from where the treads are the narrowest.
b. ~imum rise is 9 112 inches. bximum clear opening between risers is 6 inches.
C. Minimum headroom is 6 feet 8 inches
d. Ihe tread must provide a clear walking area measuring at least 26 inches from the outer edge of the supporting coluum to the inner edge of the handrail.
Soiral stairavs mav not be used for reouired ;its when the-area-served is greater th& LOO sq. ft. Section 3306 (f).
Provide I.C.B.O. Research Report 'and number fir metal stairnay, or submit pl" and
with the building department or note that the calculations and approved fabricator registered
stairwav fabrication D~MS shall be submitted to and ipproved by the building official prior to installation.
Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (n).
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 (m).
Within units, show that corridors have a minimum wid.th of 36 inches. Section 3305 (b).
RmFIlr:
, Specify roof slope.
. Roof slope is not adequate for roof type specified. Table 32-B,C,D and E.
56. Speiify roof material and application. Chapter
32.
( 59 Specify I.C.B.O. or U.L. approval number for roof materials not ' covered in U.B.C., .e+, Wa, etc.' Section 107. L ICC~ . Specify minimum 114 inch per foot roof slope ' for drainage or design to support accumulated water. Section 3207 (a) and Section 2305 (f).
61. Show roof drains and overflows. Section 3207.
with Sections 3LOl and 5207 or provide
Provide skylight details to show compliance
I.C.B.O. approval number.
Plastic skylights must be separated from each other by at least 4 feet. Section 5207 (a) 6.
Show attic ventilation. Minimum vent area is 11150 of attic area 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 (c).
lusoNRy
@ Provide fireplace construction details ornote
i"- - . " Cwdard4FauiRg. Chapter 37. . Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)l and Section 2515 (a). Show ties and e9 wire in horizontal joints.
61. Show height and construction details of all
. Show floor and roof connections to masonry walls. Connection shall resist ZOO 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.
65. Show a minimum 2" air sDace and flashine
masonry walls. Chapter 2L.
I / between planter and building'walls. Section 2516 (c) 7.
. Garage requires one-hour fire protection on the garage side of walls and ceiling cornon to the dwelling. Table 5-B, Section 503 (d); . All elements supporting floor above garage,
have one-hour fire-resistive protection on the including walls supporting floor joists, must I
garage side. Section 503 (b)
+ 1 . Show 1 318" solid core self-closing door for openings between garage and dwelling. Section 503 (d). . Garages are not permitted to open into a room used for sleeping purposes. Section 1100.
'P-
~n occupancy separation is not required between carport and residence, provided the carport is open on two or more sides and has no enclosed uses above. Section 503 (a) Exception 3.
show garage framing sections, size of header over garage opening, lateral cross bracing at plate line, method bracing garage front and holddowns if required. Chapter 23.
NOTE: Meximum shear panel height-to-width ratio is 3 112 to 1 for plywood. Table 25-1.
Doors may open into the garage only if the floor or landing in the garage is not more than one inch lower than the.door threshold. Section 3304 (i). ..
Provide an 18" raised platform for any FAU, water heater, or other device in the garage which may generate a flame or spark. 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 iote the allowable~bearing value. Section 2905 (c).
~ ~~~~ ~~
The foundation plan does not comply with the
Please review the report and modify design, soils report recomendations for this project.
notes and details as required to show compliance:
Provide notes on the foundation plan listing the soils report recommendation for foundations, slab and building pad preparation.
Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the
properly incorporated into the construction recomendations in the soils report are
documents (when required by the soil report).
. The soils engineer recobended 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. The building pad was prepared in accordance with the soils report,
2. The utility trenches have been properly backfilled and compacted, and
3. The foundation excavations comply with the intent of the soils report". f 23. . Show height of all foundation walls. Chapter
. Show height of retained earth on all foundation walls. Chapter 23.
4 . If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29.
above finish grade. Section 2907 (a). . Note on plans that wood shall be 6" minimum
. Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f).
. Dimension foundation per U.B.C. Table 29A:
Bloorr Pootinq SUDDOrted* Stemwall WidQ Thickness
1 6" 12" 12" 6" 2 8" 3 15" 18" 10" 18" 24" a" 7"
*Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor.
9 or equal. Section 2516 (c) 3. . Show foundation sills to be pressure treated,
I
'O Section 2907 (f).
/l. Specify sire, I.C.B.O. number and nanufacturer of power driven pins. Show ed e and end distances and spacing. Section 302 fd).
. Show foundation bolt size and spacing.
If required, show size, embedment and location of hold dorn anchors On foundation plan. Section 302 (d).
If hold downs are required, note on plan that hold dDhn anchors mst be tied in place prior to foundation inspection. Section 305 (e) 1.
Show adequate footings under all bearing walls and shear walls. Section 2907 (b).
Show on the plans stepped footin s for slopes steeper than 1:lO. Section 2907 $c).
Show mininum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516Jc) 2. '
undisturbed soil. Table 29-A. Show pier size, spacing, and depth into
Show minh underfloor access of 18" x 2k". Section 2516 (c).
Show minbun 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 cross Ventilation on at least two approximately opposite sides. Section 2516 (c) 6.
10 . Show wall bracing. Every exterior wood stud wall and main cross-stud partition shall be braced at each end at least every 25 feet of
equivalent. Section 2517 (g) 3, Table 254. length with 1 x 4 diagonal let-in braces or
10 . In 2-story buildings, shear panels at the first story (at least 48 inches in width) shall be
possible and comprise at least 25 percent of located at each end or as near thereto as
the linear length of the wall, or provide design. Section 2517(g)3, Table 25-V.
102. tiote cross bridging or blocking. Floor joists and rafters 12" 'or ' more in depth shall be
not exceeding 8 feet, unless both' edges are supported laterally by bridging at intervals
held inline. See. 2506 (h), 2517'(d) 6.
P
1
I
l
. Show blocking at ends and at supports of floor joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6.
Bearing partitions, perpendicular to joists,
beams, walls or partitions, more than the depth shall not be offset from supporting girders,
of the joist. Section 2517 (d) 5.
10 . Show rafter ties. Fatter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, .*.here rafters and ceiling joists are not parallel. Section 2517
(h) 4.
/
9
'9' p' 25-9. ?
1 6. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. . Show double top plate with minimum (r8" lap splice. Section 2517 (g) 2.
1 8. Show nailing will be in compliance with Table
. Show or note fire stops at the following locations per Section 2516 (f):
a. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10
wall; foot intenals along the length of the
b. ht all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings;
c. In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the valls under the stairs are unfinished; and
d. In openings around vents, pipes, ducts,
which afford a passage for fire at chimneys, fireplaces and similar openings
ceiling and floor levels, with noncombustible materials. . In duplexes, draft stops shall be provided in floor-ceiling assemblies and attics in line with walls separating units and separating units from cornon areas. '1' . Show stud size and spacing. Maxiwrm allowable
m. 10'; Non-bearing: 2 x B mw. 14', 2 x 6 stud heights: Bearing wall: 2 x4 and 2 x 6 ma%. 20'. Table 25-R-3. . Studs supporting two floors, a roof and ceiling wrst be 3 x 4 or 2 x 6 at 16" O.C. Table 25-R-3.
3. tiote on h.1.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 2505.
I Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (m). . Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513.
. Specify nail size and spacing for all shear
walls. floor and roof diaDhrapmr. Indicate "". ~~~~. ~ ~ ~~
' required blocking. Maintain maX'hm diaphragm dimension ratios. [Tables 25 I, -1, K and Section 4714 (d)].
Id'. Provide truss details and tmss calculations
@€ olumns and posts located on concrete or masonry floors or decks exposed to the weather or to sater splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or -wood is used. Section 2516 (c) 4. . Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 IC) 4. / for this project. 'Specify truss identification ~~~~ ~~ ~ .,
numbers on the plans. 12$. Show location of attic access wirh minimun
. Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed).
@ Provide roof framing plan and floor framing plan. Section 302 (a). Prmk conlPLE7E 5trur. plw5 index. Table 25-S.
size 22" x 30". Section 3205.
. Show draft separation for attic areas between units in a duplex. Section 2516 (f).
. Specify plywood and/or particle board thickness, grade and panel identification
Provide framing sections &rough d~ak5 f& solaridmamD( reenhou5e ..., NOW: . When roof pitch is less than 3:12, design ridge as a ham. Section 2517 (h). . If foundation cripple wall studs are less than 14" high, framing shall be solid blocking, or sheathed with plywood. Section 2517 (g) 4. Section 302 (d). . Specify all header sizes for opening ever 4' 1 3. Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when sup orting 2 stories. wide. Section 2517 (g) 5.
Provide calculations for main vertical and Section 2517 (gp 4. horizontal framing members and post footings. Section 302 (b). Show plywood sheathing over exposed eaves, or other weather exposed areas, is "bonded with exterior glue." Plywood used for exterior wall coverin shall be the exterior type. Section 2516 fi), 2516(g)3.
f
. Provide calculations for lateral loads, shear panels shear transfer and related. Section 302 (bj.
14. In Seismic Zones 3 and 4, the allowable shear
reduced 50 percent when considering earthquake loads. lhir does not apply to wind loads. Footnote 1.
1' wall values for drywall in Table 47-1 must be
. Show on the plans all structural requirements developed in the structural calculations. Section 302 (d). (See comments blow or at end.)
5. Detail truss layout for 30" x 30" attic access, if required for equipment in the attic
webs. and detail 30" x 30" clearance through tnus
. Ridges,. hips, and valleys shall be at least one sxze larger than supported rafters. 1$ Section 2517 (h) 3.
. In open baam construction, provide strap ties across the beams at the ridge support. Section 2501 (b).
/ J, I plans that "all weather-exposed have a weather-resistive barrier the interior wall covering and that exterior openings shall be flashed in such a manner as to make them weatherproof". Section
1707.
All heating, ventilating, and Cooling systems and appliances shall comply with the Uniform Mechanical Code.
Y . Show the size, location and type of all heating
. 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.
?
/
and cooling appliances or systems.
14 . Note on the plans tht the FAU closet or alcove mst be 12 inches wider than the furnace or furnaces being installed. UMC Section 704.
. Show minirmrm 30" deep-..unobstructed working space in front of furnace. Section 505, UMC.
3. Furnace shall not be installed in any bedroom, bathroom or in a closet or confined space with access only through such room unless specified as direct vent auuliance. enclosed furnace or electric heating Gplianc;. Section 704 UMC.
Show source of combustion air to furnace, per
Show access to the attic containin equipment
Chapter 6, UMC.
to be minimum 30 inches by 30 fnchea. me opening may be 22 inches by 30 inches if the equipment can be removed through such opening. Section 708 UMC.
6. Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide, not more than 20 feet in length through the attic. Section 708 UMC. I
. Show I.C.B.O. approval nrrmber for prefab fireplace. Show height of chimney above roof per I.C.B.O. approval or Table 374.
(3 150. Note on the plans that approved spark arrestors shall be installed on all chimneys. Section 3704(h), Title 24. . Note on plan: Gas vents and non-combustible piping, in walls, passing through three floors or less shall be effectively draft stopped at
UBC, Section 1706 (a7 6.
each floor or ceilin .
f 1903.
. Provide dryer vent to outside. UMC, Section
All wiring shall comply with the National Electrical Code. td
(3 +
/ 0
3. Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub- panels. If service is over 200 amps, submit single line diagram, panel schedule and load calculations.
154. Note on the plans: "Electrical outlets shall be installed in accordance with NIX Article 210-52".
. Note on the plans: controlled by a wall switch shall be provided "Lighting outlets
in accordance with NEC Article 210-70".
1 6. Note on the plans: "Light fixtures installed in clothes closets will comply with NEC Article 410-8".
157. Note on the plans: "Convenience outlets in bathrooms, kitchen counter top(s) within 6 feet of the kitchen sink, outdoors, and in garages and basements (other than for laundry
protected." NEC, Art. 210-8. and similar equipment) shall be GFI
1/8. Note electrical system ground to be provided per NEC, Art. 250-80(a), 8l(c).
Show permanent electrical outlet and lighting fixture controlled by a switch for furnace
708 h 709 UMC. located in attic or underfloor space. Section 9. Show water heater size, type and location on
mInG tOWIHuac PlIIIBDlG CDOEl
plans. UPC, Section 1301.
Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace.
. Show source for providing combustion air to fuel burning water heater. If wall openings in an enclosure are used, at least one-half of the
upper twelve inches of the enclosure and one- required opening area shall extend into the
half within the lower twelve inches. UPC, Section 1307. 1Y
4 1309-
? +
14.
I
'4"
l6\
f
. Fuel combustion water heater shall not be
opening into bath or bedroom. UPC, Section installed in bath or bedroom or in a closet
. Provide adequate barrier to protect water heater from vehicle damage. An 18'' platfoxm for the water heater does not satisfy this requirement. UPC, Section 1310.
. Show T and P valve on water heater and show
UF'C, Section 1007 (e).
route of discharge line to exterior.
. Show that water heater is adequately braced to resist seismic forces, when not connected by rigid pipe. UMC Section 504(d). . Show shower stall can accolnwdate a 30" circle and has a minimum floor area of 1,024 sq. in. UF'C 909 (a).
16 . Provide clothes washer hook-up for each unit. Title 24, Part 3.
nom ms~~~~on mmms~ . Show details of duplex comon (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.
19. Provide insulation in walls and ceiling to achieve Sn: of 50 between garage and living
area if garage use is not controlled by resident. Title 24.
r".
Provide plans, calculations and worksheets to show compliance with current energy standards.
0 171. The regulations require a properly completed and properly signed Form CF-1R to be either imprinted on the plans, taped to the plans or
building inspector to readily compare the "sticky backed" on the plans, to allow the
actual construction with the requirements of the approved energy design.
172. All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-1R. "
on the buildine Dlans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory merev Conservation Reauirements".
. Show the make, model and efficiency of the
heat loss calculations if the output exceeds space heating (or cooling) system and provide
45,000 BlWUIHr.
For room additions, show that the glazing area of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing removed or relocated due to the addition.
okitchen(s) per CAC, Title 24, 2-53528). 176. Provide fluorescent general li ting in
WRISALl S.P.D. & MlPLTZ @?gy conservation design should be for Zone
. Floor drains mst have auto-prime (city l?
"p
18f Note exhaust fans cannot be ductless type
t
policy). . For gas piping under slabs that serve kitchen
for special sleeve and clean-out requirements. island cooktops, see the attached Policy 91-46
(city policy).
18 . New residential units must be pre-plumbed 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).
181. Note "two 314" 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).
. ~11 piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means
(city policy). Id. 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 Title Sheet on the plans, the
Developmental Services Sheet 112383. infOI!natiOn required by the attached
9,411 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 sq.
will advise the report is not
City to p otice stamp on the plans.
Heavy timber framing, minh 6" x 10'' beams
beam and colunm supporting the fire separation between the garage and living area above, is acceptable if shown on the plans. (city policy).
8" x 8" post, for the structural
ld. / All structures require a Class B roof covering, except room additions. If a room addition covers all of the existing building (2nd story addition), then the above exception doesn't
apply.
City Ordinance 9792 requires two parking
washing machines, etc. Show compliance. spaceslunit with clear area of ZO'x20' i.e. no
1 1. Only tank-type water closets that use M
less, and urinals and associated flushometer 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 bathrooms.
KI-s
/ average of 1.6 gallons of water per flush or
0 0
0
192. Please see additional corrections, or remarks, on the following page.
93. To speed up the recheck process, note on this
has been addressed, i.e., plan sheet, note or list (or a copy) where each correction item
detail number, calculation page, etc.
194. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans.
Have changes been made to the plans not resulting from this correction list? Please check.
Yes No
The City of 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 questions regarding these plan check items, please contact
I
. 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 at Esgil Corporation. If you have any questions not less than four times the net free ara of regarding City Building permit procedures, please the outlet of the chimney. The spark arrester contact Carter Darnel1 at the City of Catlsbad,
equivalent to 12 gauge wire, 19 gauge
screen shall have heat and corrosion resistance 2075 Las Palmas Dr., telephone 6191438-1161.
galvanized wire or 24 gauge stainless steel. Openings shall not permit the passage of spheres having +,diameter larger than 112-inch and shall not block the passage of spheres Enclosures:
having a diameter'of'less than 318-inch. .. 1.
nlmk you.
z.
3.
11113191 11
I
,. , ..
(1) All heating, ventilating, air conditioning, and water heating equipnent shall meet all of the
requirements of the Appliance Efficiency Standards and shall be certified by the California Energy
Comission.
(2) A two stage themostat, which controls the supplenentary heat on its second stage, shall be
(3) lhrmostats shall be equipped vith an automtic setback, which the building occupant can program to
(4) Equipment which requires preventive maintemce to maintain efficient operation shall be furnished
(5) All gas-fired fan type central furnaces, gas-fired fan type wall furnaces, and cooking appliances
(6) All fan systms exhausting air to the outside shall be provided vith backdraft dampers.
(7) All transverse duct, plenum, and fitting joints shall be sealed vit?? pressure sensitive tape or
provided for heat pqs.
autonatically set back the thermostat twice in 21r hours.
with complete necessary maintenance informtion.
shall be equipped vith an intermittent ignition device.
mastic to prevent air loss and shall3e insulated to conform to the provisions of Section 1005 of
the UHC, 1982 Edition.
(8) A vapor barrier is required in clkte zone 1, lh, and 16.
(9) All manufactured vindovs and sliding glass doors shall meet the 1972 AS1 air infiltration
(10) All winging doors and windows leading to unconditioned seas shall be fully weather-stripped.
(ll) Storage type water heaters a;rd storage and bachq tanlu for solar system shall be externally
wrapped with R-12 insulation or greater.
(12) 'be five feet of pipe closest to the vater heater, if. outside conditioned space, shall be insulated
with a minh of 2-3. Steam and stem condensation return piping and recirculating hot water
(U) Lamps used in luminaries for general lighting i? kitchens cnd bathroons shall have an efficiency of
piping outside the building envelope shall be insulated in accordance vith T20-1L06(d).
(14) Showerheads and faucets shall be equipped with flow restrictors as outlined in the appliance
not less than 25 lumens per watt.
(15) tkronry and factory-built fireplaces on exterior walls, shall be equipped vith tight-fitting
efficiency standards and shall be certified to the Energy Conmission.
closeable metal or glass doors covering the entire opening of the firebcx; a combustion air intake
equipped vith a readily accessible, operable, and tight fitting damper to drav air froa the outside
of the building; and a tight fitting flue damper with a readily accessible control.
standards and shall be certified and labeled.
(16) Insulation used shall comply vith' California Quality Standards.
(17) me insulation installer shall port a signed certificate. .'.Section. 276, Insulation Certificate
(All Occupancies). After installing insulation, the installer shall post in a conspicuous location
conforms the requirements of Title.26, Part 2, Chapter 2-53, and Uat t!!e materials installed
in the building a certificate signed by the installer and the builder stating that the installation
conform vith the requirements of Title 20, Chapter 2, Subchapter h, Article 3. Ihe certificate
shall state the nanufacturer's name and naterial identification, the installed "R" value, and (in
applications of loose fill insulation) Lle minh installed veight per square foot consistent with
the mufacturer's labeled density for the desired "R" v8lue.
vindovs, at sole plates, and openings for utility pipes and wires.
(18) For infiltration control all openings and penetrations must be caulked and sealed, such as around
Forn Ea( 3/5/86
Date 1 rr/ru/?l JurisdictionmD
Prepared byt Bldg. Dept.
k!w t VALUATION AND PUN CHECK FEE Esgil
PLAN CHECK NO. 9 1-1 YS-4
BUILDING ADDRESS a31 Ar,,n,u ClL,
APPLICANT/CONTACT D. Grd PHONE NO. q71-a7/ 7
BUILDING OCCUPANCY e5 DESIGNER PHONE "
TYP3 OF' CONSTRUCTION . V-~J CONTRACTOR PHONE
C'
To tal Value
Building Permit Fee S S18480d
Plan Check Fee I s I=122.65
..
COMMENTS;
SHEET \ OF I 12/87
..
ENGINEERING CHECKLIST BUILDING PLANCHECK
-1
I 6 u
0 3 CL 4 123 SNR TDD
ccc HHH EEE
do0
000
do 0
000
000
ITEM INCOMPLETE NEEDS YOUR ACTION - Site Plgn
1. 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.
2. Show on site plan: Finish floor elevations, pad
building, existing topographical lines, existing and
elevations, elevations of finish grade adjacent to
proposed slopes, driveway with percent (&) grade and drainage patterns.
3. Provide legal description and Assessors Parcel Number.
1 ComDliane
4. No Discretionary approvals were required.
5. Project complies with all Engineering Conditions of Approval for Project No.
6. Project does not comply with the following Engineering Conditions of Approval for Project No.
000
000
Conditions complied with by: Date:
Field Review
7. Field review completed. No issues'raised.
8. Field review completed. The following issues or discrepancies with the site plan were found:
A. Site lacks adequate public improvements
[7 B. Existing drainage improvements not shown or in conflict with site plan.
C. Site is served by overhead power lines.
REV. 02/27/91
t
t, 0 0 0 D. Grading is required to access site, create pad or
provide for ultimate street improvement.
0 0 E. Site access visibility problems exist. Provide onsite
turnaround or engineered solution to problem.
F. Other:
Dedication R-cruiremgnf;s
$0 0 9. No dedication required.
0 10. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8111 x 11" plat map and submit with a title report and the required processing fee. All easement documents must be approved and signed by owner (s) prior to issuance of Building Permit. The description of the dedication is as follows:
Dedication completed, Date By :
V
~U~l~~o*~~~~c~ov~ents required: SPECIAL NOTE; Damaaed or :cent to buildina site must be reDaired to the satisfaction of the Citv - insDector Drioy
12. Public improvements required. This project requires construction of public improvements pursuant to section
Engineer prepare appropriate improvement plans and submit 18.40 of the City Code. Please have a registered Civil
Department. for separate plancheck process through the Engineering Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are:
Improvement plans signed, Date: by :
P:U)OCSWISFORYS\FR110010.DH REV. WZ7/91
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:
13a. 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).
do 0 14. No grading required as determined by the information
provided on the site plan.
0 15. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted for
Department. VOTE: separate plan check and approval through the Engineering The Gradina Permit must be issued wadinu substantiallv comalete and found acceDtable to the Citv InsDector Drior to issuance of Buildina Permits.
Grading Inspector sign off. Date: by :
xisaellaneous Permits
6da 0 16. Right-of-way Permit not required.
0 0 0 17. Right-of-way Permit required. A separate Right-of-way
permit issued by the Engineering Department is required for
the following:
I !d 18. Sewer Permit is not required.
19. Sewer Permit is required. A sewer Permit is required concurrent with Building Permit issuance. The fee required is noted below in the fees section.
20. Industrial Waste Permit is not required.
REV. 02I27/91
I
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.
Industrial Waster Permit accepted -
Fees Rem~ked
0 T 27. Park-in-Lieu Fee Quadrant : Fee per Unit: Total Fees:-
0
25. Public Facilities Fee required. 0
24. Bridge and Thorough fare Fee 0
23. Traffic Impact Fee
0 26. Facilities Management Fee Zone: Fee :
0 27. Sewer Fees Permit No. EDU s
Fee Per Unit: Total Fee:
Fee Per Unit: Total Fee:
Benefit Area: Fee:
0 28. Sewer Lateral Required:
L Fee :
0 29. REMARKS:
BNQINBBRINQ AVTHORIBATION TO IBBUB PERMIT
REV. 02/27/91
U U El Item Complete
5iJ non 0 Item Incomplete - Needs your action
1,2,3 Number in circle indicates plancheck number where deficiency was
identified
d’n Review Required: yEs - No x mE
DATE OF COMPLETION:
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval
Diseretiow Action Required: yEs - No& mE
APPROVAWRESO. NO. DATE:
PROJECT NO.
OTHER RELATED CASES:
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval
/
CalifdCoastalCommissionPermitRequired: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
LandscapePlanRequired: YES-NOX
See attached submittal requirements for landscape plans
Site Plan:
I360 1. Provide a fully dimensioned site plan drawn to scale. Show: North
arrow, property lines, easements, existing and proposed structures,
streets, existing street improvements, right-of-way width and
dimensioned setbacks.
E%O .I 2. Show on Site Plan: Finish floor elevations, elevations of finish grade
adjacent to building, existing topographical lines, existing and proposed
slopes and driveway.
do 3. Provide legal description of property. / do 0 4. Provide assessor's parcel number.
Zoning:
1. Setbacks:
Front: Required a 'Shown Sr'
Int. Side: Required fnp Shown f0 '
Street Side: Required F4" Shown
Rear Required Shown 52
duo. 2. Lot coverage: Required <K% Shown d*$
n.6' 0 3. Height: Required c3d shown c3J"
do 4. Parking: Spaces Required 3. shown 3
Guest Spaces Required Shown
0 0 0 Additional comments
OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER v* Ly./ DATE /H4/-f/
PLNCKFRM
... .....
........
...... . . ~.
....
. ~~~
....... - .....
......... - " - ............. __ ..... .- . ..
.. ..............
. - - ...
.. " ..............
.. ._ - . .- ...... - ....... ..
..... - ............ " ... ._ .
" - .. ............. ......... . , '. ........... . .. - .... ...... .~ ~
.m
.... ., . . .. ... .. -. . . . ~~ ~ . ~..
..
. . , ~
' . HARRY F. FLETTER ...
STRUCTURAL ENGINEER 3c do^-(^.?- JOB NO. ,- SHT. SO. k?L -
....
' H.ARRY F. FLETTER
STRUCTURAL ENGINEER
910 SII~ Murcos Blvd. SIC. 201
San Marcos. CA 92069
c; ." <, , q -I * " JOB NO.
BY
DATE
_e SHT. NO. * - 7 i.1 t t,
:.
Line 1 Title :SCHUSTER REMODEL
Line 2 scope :
Line 3
Line 4
Number :
Line 5
Misc :
Dsngr :HFF Date:18-Oct-91 "_"_"""""""""""""""""""""""""""""""""
DESIGN OF EMBEDDED POLE FOOTINGS Page2
....................................
DESCRIPTION >) GREENHOUSE POST
>) ""-"""""""""
ALLOW PASSIVE psf
MAX PASSIVE
* LOA0 DURATION FACTOR
psf
POINT LOAD 1 bs
DIST. LOAD
LOAD Ht.
#/f t
ft
START HT. ft
END HT. ft
WIDTH/DIAMETER in
CIRCULAR ?
RESTRAINED ? y/n
y/n
""" SUMMARY -------
Point Load
Uniform Load
f t-#
Moments Q Surface:
Total Lateral Load #
. . . Total Moment
"_ NON-RESTRAINED ----
A( 1+( 1+4.36h /A)A .5)/2
Min. Req'd Embedment
A=2.34P/(S 1 b) ft
Press Q 1/3 Embed.:
Actual PSf
Allowable psf _"" RESTRAINED ------
Min. Req 'd Embedment
(4.25 P h/S3 b)^.5 ft
Pressure Q Bottom
Actual PSf
Allowable psf
Force 1 bs Surface Restraint
"""""""""""~
,I
'I I 'I I
1-
!
I
I
I
I I I
I I
I I
I I I I I 11 I) I) I- I
""""_
250
~""""_~""""_l_________l I """"
1.33
392
8
4
I
18
N N N N N N N N
........................
2.940
2,940
392
RESULTS -____----------___
2.61
868
868
1,896 ."""""""""""""""""""""""-
a
PAGE :
PROJECT :
SUBJECT :
DATE : BY :
TIMBER BEAM DESIGN
......................
Beam Mark )))
IIIIIIIIPEIIPIPIP
CENTER SPAN ft
"""
W-DL #/f t
w-LL #/f t
WP-DL #/f t
up-LL #/ft
X-Lef t ft
X-Right ft
P-1 DL 1 bs
P-1 LL 1 bs x-1 ft
P-2 DL 1 bs
P-2 LL 1 bs x-2 ft
P-3 DL 1 bs
P-3 LL lbs x-3 ft
CANT. SPAN ft
"""
Wp-DL #/f t
wp-LL #/f t
X-Left ft
X-Right ft
P-1 DL lbs
P-1 LL 1 bs x-1 ft
P-2 DL 1 bs
P-2 LL lbs x-2 ft
> Fb pzs i > Fv
)E
PS i
Psi
) L.D.F.
) BEAM DEPTH in ) BEAM WIDTH in
POS. MOM. in-k
NEG. MOM. in-k
IIIPIIIIIIIIPIPII
=PEIIP=P=aP=IPP=P
C 1. I I I I I I I I
I I I I
I
I I
I
I
I I
I I I I I I I I I I I !
I
I I I
I I
I=
!
lECK JST.
:====E===
11 .oo
80
8
0
0
0 -00
0 -00
0
0
0 .o
0
0
0 .o
0
0
0 .o
0 -00
0
0
0 .oo
0 .oo
0
0
0 .o
0
0
0 .o
1,450
95
1.7E+06
1.00
1.5
7.25
16 .O
0 .o
I"==IiEPI
*=I======
REACTIONS
Left : DL lbs
LL lbs
Right : DL lbs
LL lbs
I==EEEPI=PEEEIPPI
STRESSES :
Cf- Depth
Fb: Actual psi.
Fb: Allow psi
Fv: Allow psi
Fv: Ac'tual psi
DEFLECTIONS
CENTER SPAN :
"_"
"""
) X-Dist. ft
DL Defl in
L / Defl.
LL Defl
L / Defl.
in
L/Tot Defl.
CANT. SPAN :
) X-Dist. ft
DL Def 1. in
LL Def 1. in
I I I I I I I I I I I
I I
I
I-
!
I 8
PAGE : 4
PROJECT :
SUBJECT :
DATE : BY :
440
44
44
440
=PI=LII=EI
1 .ooo
1,450
1.215
95 .O
59.43
""""*
5.5
0.033
4,056
0.325
406
369
0 .oo
0 .ooo
0 .ooo
". .. .
I.
Line lSCHUSTER REMODEL Title :SCHUSTkR REMODEL
Line 2 scope :
Line 3 Number :
Line 4 Misc :
Line 5 Dsngr :HFF Date:21-Oct-91
.....................................
DESIGN OF EMBEDDED POLE FOOTINGS Page 5
....................................
DESCRIPTION >> DECK POST FOOTING
)) """""""_""""
ALLOW PASSIVE
MAX PASSIVE
psf I
LOAD DURATION FACTOR PSf
I-
POINT LOAD 1 bs
LOAD Ht. ft
DIST. LOAD #/f t
START HT. ft
END HT. ft
WIDTHIDIAMETER in
CIRCULFIR ?
RESTRFIINED ?
Moments 8 Surface:
y/n y/n
""" SUMMARY -------
Point Load f t-#
Uniform Load . . . Total Moment
Total Lateral Load # "_
Min. Req'd Embedment
NON-RESTRAINED ----
A(1+( 1+4.36h /A)".5)/2
a=2.34~/(~ 1 b) ft
Press 0 1/3 Embed.:
Actual PSf
Allowable PSf ""_
Min. Req'd Embedment
RESTRAINED ------
(4.25 P h/S3 b)".5 ft
Pressure Q Bottom
Actual Allowable PSf
PSf
Force lbs
Surface Restraint
-""""""""""" I-
."""" o
250
1.33
80
8
,""""-I""""-I"""""l I I """"
18
4 N N
4
N N
N N N N
2.05
227
227
........................
CERT I F I CATE [IF COMPL. I ANCE 2 FtES I DENTI Al.. Page 3. CF-lR
Project Ti. t1.e ~ . . I . . I . . ROGER SCHUSTER RESIDENCE Dat,e. ~. ..... 3.1/25/91
F'roj ect Address. . ~ ~ . 26:TI AClJNR COlJRT
CARLSHAD CA. E
Documentati.on Awthor. . CYNTHIA STEPtiENS I Building IPermit # I
Company.. ... ~". -. ...... CONSTRUCTION SERVICES 8
Telephone ............... (619)789-5281 I Plan Check / Date I
Compliance Method. ". . MICROPAS3 by Enercomp, Tnc. I Field Check/ Date I
Climate Zone........... 7
""
__ ... __ - " ._ - ._ - - - - - _. ._ - - - ... -
I "_
... - - - - ._ - - " - - - " " - - ._ - - - -
"""-"---
MICROPAS3 v3.01 Fi.:le-MPSCHUS2 Weather--CTZ07 Program-FORM CF--IF<
Clser#-MP1O19 User-CONSTRUCTION SERVICES Run-.SCHlJSTER
GENERAL INFORMATION
Conditioned Floor Area.. ... 4260 sf
Buildi.ng Type ............. Single Family Detached
Eiu.ild.ing Front: Orientation. Front Facing 90 deg (E)
Nunlher- of Dwelling Units.. . 1
Number of Stories,.. ........ 2
Floor Constrrrction Type.. .. Slab On Grade
Iwfil.?:ration Control.. ..... Standard
BLJILDING st+ELL. INsuL..c,-r~oN
Component Inau1
1-Y pe R-val.ue L.ocati,on/Cornn,ent.s
Wall
RocJf R-30 cei 1 ing
SlabEdge R .- 0 to outside, to garage
"."_.""_._._"I._.___________.__..""".
H-1 3.
GLAZING
Glazing
Orientation
Window Front (E)
Window Front (€1
Window Left (SI
Window Front (E)
Door L.ef.t (S)
Window L..eft (St
Window Bac:I.r (W)
Door
Window Hac::k (W)
Hack (W)
Door Elack (W)
Window Hack (W)
Window Hack (W)
Window Hack (W)
W:i.ndow Right (N)
Wi.ndnw Ri.ght (N)
Window Right (Nf
Skylight Right (N)
Skylight Left (S)
Skylight Horz
............................
DcX3r R:i.ght (N )
Area # of Iwterior
(sf) Panes Shading
133 2 blinds
.-,o
120
2 none
I6
2 blinds
31
2 none
I none
'7
4 3
2 none
2 blinds .I Or:, I blinds
96
40
2 blinds
1 blinds
45 2 none
2 c, 2 none
29
99
3. nor18
16 2 none
2 bl irtcls
-5 1
7
1 none
2 none
47 1 none
47 1 none
2 7 I none
..............................
T*
Exterior
Shading
50% bug scrn
None
50% bug scrn
None
50% bug scrn
None
50% bug 5crn
None
S3% buy scrn
None
50% bug scrn
None
None ..I<../. bug sc rrt
5l)% bug scrn
None
None
None
Tint
c -$.
None
Ovei-hang Type
None Wood
None Wood
Yes Woud
None Wood
None WoodMul
None Wood
None Wood
None WoodMul
Yes Wood
Y e5 WoodMul
None Woocl
None Wood
None Metal
None Woori
None WcJod
None WoodMul
None Wood
None Metal
None
None
Met.al
Metal
Framing
- _. .- ._ ._ - - - - - - - - - -
THERMAL MASS
" - _. - - " - _. - - _. _.
Ty pe
SlabOnGrade 71.5 5.5 Yes entry ki.t,chen bath addi.t
SlabOnGrade 168'7
Area Thickness Hard Surfaced/
(sf 1 (in) Exposed Lncati.on/Comments
-5 . 5 No typical
ASSCJMED HVAC SYSTEMS - .- - " - - ._ - ... - - - - - ._ - - - _ -
Assumed DLK t DW t.
Assumed System Efficiency Location R-va I ue
Gas 0. 720 SE Attic
Air Conditioner 8.90 SEER Attic
R"4. (3
FI-4.0
". - -. ". " - ._ ... - - -. " -. " _ - .- ... -. - - ". - - - - - - - _. _. -I - -. - _. - - _. __ - __ __
ACTIJAL HVAC SYSTEMS
Ac tua 1. System Effi.ciency (Btuh) (or approved equal)
Heati.ny
Cooling 8.9 USING EXISTINE UNlTS
Cooling Coil
Ac tua I OuCput Manufacturer and Model #
^""_....-.""._.I ."
72% - I.JSING EXISTING UNITS
CEC MaxifnLun Output .for Gas Central Furnaces: 1.38717 Htuh
WATER HEATING SYSTEMS
Tank
- " - " - " " " - - - " " - " " " - .- -
C:apacj.ty Manufacturer and Model # Energy
System Type (gal ) (or approved equal 1 Credits
St.oraye, Gas AI:) USING EXISTING None
_.-. -
SPECIAL. FEA7URES/REMAUKS
-. - " - - _ " - " - - - " " - __ " - - - I - - -
PLEASE NOTE MECHANICAL. CONTRACTOR TO VERIFY SIZE AND L.OCATION
OF EQUIPMENT. AL.L.. EQUIPMENT TO BE AS LISTED OR EQLJAL.
CERTIFICATE (IF COMPLIANCE: RESIDENTIAL f::'age 3 CF-1R
Project Tit:le.. . . . . . (l.. ROGER SCHUSTER RESIDENCE 11a.te.. . . . . . . 11/25/91 ==___ ____: =_ _=_==: __:___==__==_ :===. :_:==: l=_=i= ===_ ====f=====:======= ==== :: ==== =====
MICROPAS3 v.3.O.l. F:.ile-MPSC:HUS2 Weat.her-CTZ07 Program-FORM CF-1R
User#-MPlitll Llser-CONSTRLICTION SERVICES Hrrn-.5CHUSTER
~~ ==.= ~:~~"-.."-"--":~~=~~~= -. - - -. - - - - - " - - - - - " - - "
-
COMPLIANCE STATEMENT - ._ _ - - _ __ - - " _ _ _ _ - - .-
This certificate of compliance li5t.s the building 'feattrres and performance
specificat,ions needed to comply with 'Title 24, Chapter 2-53 and Title 2(:),
Chapter 2, Subchap.t.er 4, Art.icle 1 of the California Administrative code.
respnnsibility and the building owner? who shall retain a copy of it and This cert..ificat:e has been signed Iby the indi.v.idua1 with overall design
trans1ni.t the certificate to any subsequent purchaser of the building. When
this certi,fi.c:a.t.e of comp1i.anc:e is submi:t.t.ed for a single bui.lding plan tn
be built in mnl.triple orientations, all buildi.ng cnn5ervat.ion features
which vary are? indicaterl in the Special Features/Remarks sect.ion.
DESIGNER OWNEK
Name.. . . DON GROVER Name. . . . ROGER SCWClSTER