HomeMy WebLinkAbout1720 BRUCE RD; ; 84-476; PermitI1 DECLARATtONS LENDER WORKER'S COMPENSATION OWNERIBUILDER I1 I m - r 2 " C U I P c m li
I
U m Lo 0 z m n
1. i
Q L
Pink - Applicant Gold - Temporary File White - Inspector Green ~ (1) Finance (2) Data Process, Yellow - Assessor
s U 1 n v, n 0 rn rn n I- 7 0 c z 0 rn n G) n 0 C Z 0 7 n n rn c n - \ - 0 z rn n I rn D -I rn n 0 v, 0 n 1; 6 3 z rn n -I C D D z 0 3 I z n n U D z 0 C 7 0 0 Z n i 0 Z v, 0 m I- Z G) v, C m n n 9 z rn - -I I: I 1 I ! i 1 I
I
I I/
I'
, I--
!
: t-
I
J
i
-1 L-.
4
1200 ELM, CARLSBAD, CR9208'*; TEL. (619) 438-5525 RkGEIPT
COMPLETE FOR PLAN CHECK ONLY
LEGAL DESCRIPTION
ii li
ASSESSORS PARCEL NO 207 -??& - -3
DESCRIPTION OF VJORK
Sigiiature of Applicant
MISCELLANEOUS FEE RECEIYT .. IIIhYJkf9
[7 PLAN CHECK FEE
0 VALUATION I 0 DEMOLITION
0 HOUSE MOVING
0 PARKS AND RECREATION FEE
0 PUBLIC FACILITIES FEE c SCHOOL FEE - DISTRICT
Carlsbad
c] Encinitas
San Diego -
0 San Marcos-
c! CERTIFICATE OF OCCUPANCY
n
U
n
0
n
n I
n I
n 1
I ~
*WARNING: PLAN CHECK FEES. WHERE NO ACTION IS TAKEN BY THE APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED. ARE FORFEITED TO THE CITY.
COMMENTS:
\ White - Applicant Y'&m-dIe Pink - (1) Finance (2) Data Process Gold - Assessor
/8 Y - 4L 76 47
c
Citp of qtatbba'b
contained in tho Uniform Building Coda. Uniform Plumbing Coda, Unifora -leal Coda. ttatiortal Ploctrical Coda and stat. laws roqulating .new conwrvrtion, noise attenuation and ace088 for tho hndiupped. th. plan chuk i8 h8.d on r.pulation8 enforced by tho Building IrUp.CriOa Oopartmont. YOU uy haw othor eorr.ction8 hsod on lam and ordi~ncos onforced by tha PI~nning Depactaont, -ginwring ooportmont or other departaonts.
Tho it- circled klw noed clarification. modification or ch~ngo. ta bo satirfid boforo tho plans will k in confocmanco with tho cited codos and r.guhtiOn8. Per See. 303 (e), 1979 Uniform Duilding Cod.. tho approval of tho plans do08 not prdt th. vlolation of any st~to, county or city law.
.
All circlod itom b.vo
-. .
f .
Ploaao uko ali corroetlons on tha original tracinpr and submit two nau sots of prints. and any orlplnal plan sots that may h.~ tho jurisdiction.
.To facllitato rochockinp, ploaso idontify.
tho plans upon whtch oach corrutlon on this shoot ham boon MdO and roturn this chock ahoot with tho rovisod plans.
Xndlcato on plans tho nar of tho Ioqal anor and tun of porson rosponsiblo for tho proparatlon of tho plans. Soc. 302(b)
noxc to oach eirclod lt-, tho 8hO.t Of
- - J
0 PLAN CHECKER COPY
Submit fully dlmnsionod plot plan drmm
on tho lot. Identify proporty Itnos ud
and approximato Cinish floor olovotioru
to SC.10 showinp 10CSCbll JiXOr and U80
Of 411 OXi8th9 ad prOpo8.d StNCtll-8
show lot diwn8i0118 .nd 411 .ASYntS. $ha 10Cation Of
for a11 ItSUCtUIOI and aha OhVAthlS at a11 COCZWr8. kc. 302tbll-
CUt QC fill Slop.8
tndicato discan- tta antar-1ino oc atrook or allay to property lino and disunca lea emrh to property 1iM. Soc. IOT(bl7
plans. sp.cificationr and calculationr shall bo sipnod by a California Stat. Iiconud onglnoor or architm. (California
ItRrl PROrrCTfOJ
walls clasor than 3 foot to proprty lines sh.11 bo onchaur firo-rated construction. hvr no openings, and shall hcn 30 inch parapots uhon tho building floor arm umds 1.000 8quarm foot on any floor. (Tabla S-A Sac. l709(aJ ..
BU8>?088 Ad PrOfO88iOnS Cod.)
Projoctiocu, including oavos, My not ut.& mora than 12 inchor into tho 3 foot sotbadc from tho proporty Ifno. kc. 1710 ud Soc. 104(bl
Projoetians. includhg oacns.rh.11 k OM- hour fire-rosistiva construction. hmvy timbor or of non-corburtiblo material if thoy projoct into tho 3' srtback aroa fra tho proporty Uno. See. 1710
Show location of pxmncntly wired &ke dctcctot. See. I210
One rmm must contaln a mininuo of 150 squat. feor of superficial floor area. Soe. 1207(bJ
Rdbitablo rems, other than kitchens, shall conrain at loast 70 square feet of floor
Wind- area must I. at least 1/10 of tho floor aroa and a ainhum of 10 squaro foot por Sac. 1207(aI. Appears to k dofidont
ACE.. 5.C. 1207lbJ
nablo uindw aroa must bo 1/20 of tho Or f oor aroa and a minimum of 5 square foot. In hthroou, laundry rooms and similar rooms. Minimum is 1.1 8q.h ISoc.1201fal
Ono-half of all roqulred wlndw arm NSC k OpeMblO in
?rovido rehanleal vontilation capable of providing fivo alr chanpos por hour in b~tht00m8, uotor cloaoc capartwnts, laundry rooms and rlrllar roou if roqulrod windas
No habitable ma, other than a kitchon, shall k loss than 7'0' in any dtwnaion. Soc. 1207(cJ
Shew that coiling holqht for habitable rooms is a minimum or 7.6'. sac. qpia)
aro not pr0Vld.d. SOC. 1201f.J
..
Show ceiling neight for laundry rooms,
minimum of 7'0". Sec. 1207(aI
Provide 30" clear vidth for water closet compartments and 24' clearance in front b. Handrail shall be 30' to 34' above the of water closet. Sac. 1711[b) nosing of treads. Sec. 3305Cj)
/ Handrails shall satisfy the following:
a. Provide handrail for stairways over 30. high vhen serving a single dwelling. Title 24. See. T25-22(bl
' hallways, corridors, and bathrooms is a k
/ c. Handrail projecting from a wall shall have a space not less than 1 1/2' betweon the wall and the handrail. The hand grip portion of handrail shall be not less than 1 1/4" nor more than 2" in cross-sectiona1,dimension.
SO cooking room shall be used for sleeping purposes, unless complying as an efficiency living unit. Sac. 1208
Specify safety glazing for glazing in hazardous locations such as glass doors. glazing adjacent to such doors and slazfno adjacent / Sec. 33OSrj) (see attached)
Every stairway landing shall have a dimension, measured in the direction of travel, ae least equal to the stairway width.
A door may open over a stairway landing provided the door, in any position, does not reduce the clear area of the landing, in the direction of stairway travel, to less than one-half the required width of the stairway. Sec. 3305(g)
A door may open inward at the top step of a stairway provided the top step is not more than 7 1/2" lower than the floor level.
(including windows) shall be tarnpered,W~W~~ laminated or approved plastic. Sac. 3305(g)
Sec. 1711 (f)(gl
exterior door for emergency exit. Sill height shall not exceed 44" above the floor. The nindow must have an openable area of
at least 9.7 squafe feet with the minimum openable vidth 20 and the minimum openable height 24". Sac. 1204 . Eaves and cornices may not project into a required yard more than 2 inches for each foot of yard width if required windows open into the yard. Sac. 1206fd) Provide details of winding stairway.
~ Sec. 3303(i)2
/ A mezzanine is an intermediate floor and may not have a floor area exceeding 33 1/3 percent of the total floor area in the room below, and the mezzanine floor must have a clear height of 7 feet, above and below,and must have 651 of the long side open to the room below.
The loft you show does not comply as a mezzanine floor and is, by Building Code definition, a story
D. EXITS. STAIRWAYS. AND RAILINGS . Floors above the second story shall have not less than 2 exits. Sec. 3302Ca)
Required exit doomayr shall be not less than 36' in width and not less than 6'4.
iri height, and shall be capable of opening at least 90 degree?. Sac. 3301te)
Provide 36" high protective railing for porches, balconies, and open sides of landings. Maximum opening betveen railings shall be
/6
less than-9'. Sac. 1716
/h ~dmFmfi7 S&w+ew~guardrafl"tonnection details are adequate to support 20 pounds per lineal foot at a r'ght angle to the top rail. Table 23-8 toekc>
Provide stairway and landing details.
Sac. 1305(bl L (c)
a. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from the side of the stairway.
b. Maximum rise is 9 inches.
c. Minimum width is 30 inches. Sac. 3305(d)
Provide spiral stairway details:
a. Minimum run is 7 1/2 inches at a point from where the tread is the narrowest.
5. Maximum rise is 9 1/2 inches.
c. Minimum headroom is 6 feet 6 inches.
(see attached)
Sac. 3305(f) (see attached)
Sprial stairnays may not be used for required exits when the area served is greater than 400 sq. it. Sec. 3305(f)
Spiral stairways must have a clear walking space of 26 inches betveen the column and handrai1. Sac. 330S(f)
Provide I.C.E.O. Rearearch Report and Number for metal stairvay, or submit plans and calculations and approved fabricator registered with the Building Department or note that the stairway fabrication shall be done under special inspection per the approved fabrication plans. See. 306(r)4B and See. 306(f)
In buildings over 2 stories in height. provide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stair- way. An exit balcony vith 2 separated
;J
p/ i/
a. Maximum rise 8" and minimum run is 9". seiirvays is exempt.- See. 330s'
b. Minimum head rooa is 6'4'.
E. ninimum width is 30'.
0. Exterior stairways shall not project into ' the 3 foot setback from the property lines. Sec. 3305(n)
.
Show height and construction details of a11 masonry walls. Chapter 24
9. Note that cleanout openings shall be-provided at the bottom of all cells to be grout filled over 4' in a single pour. Cleanout shall be sealed before grouting, after inspection. Sac. 2415
Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is qreatmr. Sac. 2310
Provide material specifications for mortar, grout, masonry and reinforcing steel. Sac. 2403
f'
. Show how masonry house walls retaining earth
Note that special inspection of the rasonry
CARAGE AND mmm
on the garage side of walls and ceilings common to the dwelling. Table 5-8 Sec.j03(b)
1 1.All elements supporting floor above garage to have one-hour fire-resistive protection on the garage side. Sec. 503. Beams and posts, not within the wall or ceiling con- struction, must comply with UBC, Table 43-A. or be minimum 6" dimension beam and minimum 8. by 8' post.
# are to be waterproofed. Provide detail.
{will be required for
.Garage requires one-hour fire protection .
P
URLb a-eY.njs . 4 d
The walls and soffits of the enclosed aseabla space under interior stairs shall be protected on :he enclosed side as required lor one-hour Cire-resistive construction. Sac. 330S(m)
xinzmum construction specifications shall be made a part of the approved plans. (See attached)
roof pitch.
Roof pitch is not adequdte for roof type Ir: specified. Specify minimum pitch of
Show 1 3/8' solid Cora self-closing door Cor openings between garage and dwalling. Sec. 903(d)
Garages ara not permitted to open into a room used for sleeping purposes. Sac. 1104
Openings between carport and residence require se1frlosing doors and stationary windows. Sac. 1214
Shov garage framing section. size of huder over garage opening, lateral cross bracing at plate line and method of bracing garage front. Chapter 23 NOTE: nfnimum plywood diaphragm ratio is
;./ ;.E. ;d* /-
1 3 1/2 to 1 or 2.8.. Table 24-1
Doors between dwellings and attached garages may swing in either direction provided the difference in floor elevation beeween
7 1/2 inches and provided the door is not used as the primary means of egress from the. buildins.
Specify roof material and application.
3 Speci€y I.C.B.O. approval number for roof materials not covered in UBC. the dwelling and garage does not exceed
4. Specify roof slope for drainage or design to support accumulated water. Sec. 3207(a)
5 1
If the difference in floor elevation exceeds 9. Show roof drains and overflows. Sac. 3207(a)
Provide skylight decails to show compliance 7 L/2 inches, or if the door is used as the primary means of egress from the building, with Sections 3401 and 5207 or provide IC80 approva 1 number. additional steps or landing must be provided in accordance with stairway requirements,
Provide plastic roof panel details to show and the door must not swing over the deprassed compliance with Section 5206 or provide
Show attic ventilation. ninimum vent area / is IcB0 1/150 numbat- of attic area or 1/300 of attice area if at least 50% of the required vent is at least 3 feat above ceiling joists. Sac. 3205(c)
p
/7/.
ss E. PlASONRY
provide' fireplace construction details
note construction to be per attached ti standard drawing. Sac. 3707 or expansive soil or other soi: problems d. Show veneer support and connections comply with Sac. 3002, 4.5,s. and Sac. 2516(a) reqarding ties and C9 wire in horizontai joints or note construction to be perattached
sheets 30-1 or 30-2. exmnsivenesr. ComDrassibilitv and bearinu
evaluate any unanticipated uncompacted fill
disclosed during construction". Sec.306(a)12.
Submit soils classification determination by a licensed engineer or architect based on observation, tests, borinqs, or excavations, and containing comments on the degree of
vaiue. Sec. 2905
whether or not the soil is expansive, and note the allowable bearing value. Sac. 2905
the soil report recoaunendation for this project
I. Note on the plan the soils classification, d
2. The foundation plan does not comply with
~~ ~ ~
3. Provide notes on the foundation plan listing f the soils report recommendations for foundations. slab and building pad preparation.
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 accor- dance with the soils report: 2. the utility trenches have been properly backfilled and compacted, and: 3. the foundation excavations, forming and reinforcement comply with the soils report and approved plan."
Provide spread footings for concentrated loads designed for 1,000 PSF soil bearing or per bearing value as determined by an engineer or architect. Chapter 29
Note on the foundation plan that "Prior
Show height of all foundatron ualls. Chapter 23 162- CZOSS bridging or blockAnq. llloor
Show herqht of retained earth on all toundatron joists and ratters more than 12' in depth and spanning more than 8 feet shall be supported laterally by brldqrnq at intervals 1 ua11s. Chapter :3
Show distance OC foundation to edge of cut or €ill slopes and show steepnass and heiqhts of cuts and :ills. Chapter 29
Yote on plans that wood shall be 6' above finish grade. Sec. 2417tCI 7.
Note on plans that surface water will drain away from building and show drainage patters and key elevations. Sec. 290S(€l
Dimension foundatron per Table 29A.
TABLE NO. SA-FOUNDATIONS FOR STUD BEARING WALLS-MINIMUM REQUIREMENTS
Sec. 2S061g)
Show double joists. Floor joists shall be doubled undar bearing partitions running parallel with the joists. Sac. 2518(dI 5
vhere rafters and ceilina ioists are not .-
L I parallel. Sac. 2518(h) I I 0mOF
. . . . . . - .- I I (=I
L
1 6 6 12 6
2 8 a 13 7
3 10 10 I8 8
SOTES:
foundations shnll be as required in Section .47(1).
top of the footina. .
Whem unusual coodition~ or fmrc collditioru are found. footings and
The mound under the Boor may be eiuvatCd to the elevatmn of the
Show foundation sills to be pressure Created, or equal. Sac. 25171~) 3.
Show foundation bolt sire and spacing. Sec. 2907(el
Specify sire, ICE0 number and manufacturer of pove: driven pins. Show edge and end distance and spacing. See,. 306(f)
Show sire, imbedment and location of hold down anchors on foundation plan. Sac. 23121f)
Note on plan that hold down anchors must be tied in place prior to foundation inspection. Sac. 2312(fI
Show adequate footings under all shear walls. Sec. 231L(e)
Show Stepptd footings for slopes steeper than i:10. Sac. 29071~)
Show minimum 18' clearance from grade to bottom of floor joists and minmum 12' clearance to bottom of girders. Sec. 2517
Show pier size, spacing and depth into undisturbed soil. Table 29-A
Show iinimum under floor access of 18'x 24'. sec. 2517
Show minimum under floor ventilation equal to 1 1/2 sq. ft. for each 2S lineal feet of exterior foundation with openings as close to corners as practicable to provide cross ventilation on at least two approximate- 1Y Opposite sides. Sec. 2517
0. Show all joists, rafters, beams. and posts 2" to 4- thick to be No. 2 Grade Oouglas Fir-Larch or better. All posts and beams 5' and thicker shall be No. 1 Grade Douglas Fir-Larch or better. (Table 25-A-1)
Show wall bracing. Every exterior vood stud vall and maAn cross partition shall be braced at each end and at least every 25 feet of length with 1x4 diagonal let-in brace or equivalent. Sac. 2518IglS
Show rafter purlin braces to be not less than 45 de rees to the horizontal.
Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading 3 Sac. 25181z)
will 'be as designed. I =*D/b
Show-double top plate uith minimum 48" lap splice. Sec. 2518(q14
Show nailing will be in comp Lance wrt Table 25-P. kwD Y%&*
Provide fire stops between stories, between top story and roof space, at ceilings and floor levels in interior and exterior valls, in mansard roof or eyebrow so no concealed or furred space is greater than 10' horizontally or vertically, between stair stringers at top and bottom and between studs along and in line with stair run adjoining stud walls and par:itions, at perimeter of sliding door pockets, between chimney and wood frame using metal or incombustibles for the fire stop and at other places that could afford passage of flame. See. 2517(fI
Show stud size and spacing. Haximum allow- able stud heights: 2'x4"P 16' is 14': 3"~4"62"r6"F 16"o.c. is 20'. Sec. 2Sl8(9)2
Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the Building Inspector prior to erecrion. Sac. 306(€1
Detail all post to beam and post to footing connections. Sec. 2517(cl 4
Specify nail size and spacing for all shear walls, floor and roo€ diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables I,J,Kl,
Show 3'x4' or 2.~6' studs in first story of three story building. Sac. 2S18(f)
Provide truss details and truss calculations.
Provide roof framing plan. See. 302(a17
Provide framing sections through
Td
~~ ~ ~
Seczion 302(a) 7
Specify a11 header sizes for opening over 4' wide. Sec. tSl8(9J 7
Provide calculations for
Section 302(a) 7
In areas subject to water Splash and in exterfor locations, wood columns and posts shall be Supported by piers projecting at least 2" above thm finished grape and shall bear on a metal base place or treated wood unless the columns or posts are toun- dation grade redwood or cedar. See. 2S17(cl4
size 22'- . Show draft separation for attic areas in excess of 3,000 sq.ft. Sac. JZOS
Show draft separation for space between dropped ceilings and floor above in dxcess of 1,000 sq.ft. Sac. 2S17
fication index. Table 2s-J
When roof pitch is less than 3:12. design ridge as a seam. Sac. 2Sl8 (h)
. Specrfy plyvood grade and panel indenti-
,
2A Show access to the attic or under floor furnace to b. minimum 30 inches by 30 inches. Sac. 708 5 709 UMC . Note that passageway to :he attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Sac 708 UMC &do. Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. See. 708 UMC . Show details to comply with Sec:ion '109 for furnace under the floor, Section 708 for attic furnace, or Section 710 for . Wood shear walls shall not be used tO roof or outside furnace.
Note on plan. gas vents and non-combustible piping passing through three floors or less shall be effectively draft stopped P at each floor or ceiling. UBC Sac. 1706(a)6
resist horizontal forces contrrbuted by masonry in buildings over on. story in height. Sac. 2S16(bl
Gypsum lath and plaster, gypsum sheathing board and qypsum wallboard shall not be used in vertical diaphragms to resist forces imposed by masonry or concrete
framing shall be solid blocking. Sec.2S18(9)6
construction. Table 47-1
. Cripple wall studs exceeding I feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Sac. ZSlB(q16
IC. ELECTRICAL (National Electrical Code)
A11 wiring shall comply with the National Elactrical
of electrical
and provide a single line diagram and load calculations including: a. Wiring method employed. b. Sites of all conductors, switches, circuit breakers, fuses, and conduits. c. Approximate length of service feeders. grade. Sac. 2517lg) 3
line on all exterior stud valls to be all panel locations. circuit arrangement stuccoed. Sac. 4706(e) and load distribution on panel busses. e. Provide typical panel schedule(s).
Dwellings require minimum 100 amp service.
Show location of all electrical receptacles.
Provide an approved waterproof building paper under wood siding. Sac. 1701(a)
spacing is not adequate in
At least one receptacte shall be installed
. Specify M approved flashing for exterior openings and parapet walls. See. 3208 . Show corridor width to be mihimum 36'.
outdoors. in basements and ar-cached garages, other than laundry outlets. Art. 210-25(b)
Show minimum dwelling lighting (NEC Art. 210-26(aJ and CFI'S in garage, baths and outdoors. NEC Are. 210-8(a).
Note 'UFER" ground to be provided (NECI.
If cripple wall studs are less than 14".
. Show plywood sheathing over exposed eaves, 9 or other wather exposed areas, is exterior
3. Shov a weep screed at the foundation plate d. Provide plot plan showing services,
. Electrical receptacle locations and/or
Specify truss layout for 30" x 30' attic access *
Ridges, hips, and valleys shall be at least one size larger than supported rafters. Sac. 2518(h) 3
Provide meal straps across ridge beam and rafters.
Art. 250-81 J. HECXANICAL
All heating, ventilating, and cooling systems and appliances shall comply with the Uniform .-
Show the size, location and type of a11 heating and cooling appliances or systems.
Show source of combustion air for furnace " will comply with Chaper 6, U.M.C:
Sac. 1211
space in front of furnace.
Curers listing. Sec. 704 UMC
3d. Show minimum 30' deep unobstructed working 9. ~Ote on planr,ciearances to tm per mnufac-
. Furnace shall not be installed under any ;pf stairway. Sac. 704 UMC
2 6. Furnace shall not be installed in any 9 bedroom, bathroom, closet, or in confined space with access only through such room, unless specified as direct vent appliance, enclosed furnace or electric heating appliance. See. 704 UMC
and provide approved installation inatructions at job site.
2/. Show IC80 approval for prefab fireplace
- L. PLUP(BINC (Unitom Plumbins Code)
All plumbing shall comply with the Unifrom Plumbing Code.
Show water heater size, type and
2fi. Show method of providing combustion air to fuel burning water heater. Sec. 1307
2#. Fuel combustion water heater shall not be installed in bath or bodroom or in a closet opening into bath or bedroom. Sac. 1309
2d. Provide adequate barrier to protect water heater from vehicle damage. Sac. 13IO . Show T and P valve on water heator and show route of discharge line to exterior . Sac. 1007(e) . Provide dryer vent to outside. UHC 3.(1 Sac. 1903
Note on the plan that hose bibbs and lawn sprinkler systems shall have approved backflow prevention devices. Sac. 1003
Shower stall shall accomodate a 3O'circle and have a minimum floor area of 900 sq.in. UPC 909(d)
1s~ ;NSUUL\TION lOUPm 1
JhW 1.crrls OC duptex nn and ::oar, zerLinq aaauaot~s eo aeni*V* sod trjnamtsiron c':aaa {5TC) raernw Ln wil~ OC rn d.eibtes and an [ap.Ct cnsulacron c1a.a ((IC:) ratrnq on t1-r.
C.,L&nq OC ro drcrble..
sttor nor ponotracron of a~a~lr.. for prpmng. elmtaui dovrao. rmcn0.d camnor acnnma. sottiti. or nucrnq v~~rlaC=~* or e.Nrut due8 shall bm S0el.d. I~IWd0 or i410UhC.d eo mameam r.qurr.d
Cr8ll.IbISAOR racanp. fielo 1s
~rovrda moulacron ra u110 .nd CO~~W to rrc oc sa b.- W.Q. ad 1rvuq-at.a it gar-. VH u ll01 ~c~LL~
'Part*/'
PtCl* 25 .
49
/I"
r' 1 2.
by rasrdonc 'TLtl. 2s-
5 pILM;I COISUVAT~ONWI Plww Rod
I&u State nandacod Roqulatiano (Calif. Admin. Code) Man effoctivo June 16, 19a3 and roquiro that tJu deorgn sariafy one of the altomativa enerqy packager (aoo attachod packaqos A. 8, C, I, 2. 1. 4 and M 163). Tlaa
1.W also roquzrer that my ~ndat~ry eonsdvation item. bo uti8ft.d. CptlWQRD rs in Zono 7 .
Copies of the Residential Energy Conservation Manual uy k obtainod froor PublicatioM Unit. California morgy Coaisaion. 1111 Raw Awe Ig-50, Sacramonto. California 9S825, (Tel. (916) 920-6116)). California Buildinp Official8 also maintain a tmlephoru 'hotlino- botuoon l0:OO A.n. and Sooa and 1:oo P.M. to 4zoa 0.n. at 0161
Show oa the titlo hoot of tho plum,
-0 soloctod i.e. A, Be C, 1, 2, 3, 4, or AB 163 to ahou capliancm. .ad provido calculationo and othor data, appropriate to that a01oet.d packago.
tho reaponaible designer ahould a a statmnt. on the Dlan titlo shoot, 'The deaipn subaittod subatantially confor80 to the Energy Roqulationo for Reoidential Buildings-.
Show the 'R- value for the -11s and coiling and relatod area..
Note that tho inaulation wad ahall Colaply with California Quality Standard..
Note the insulation inataller ahdl port a signod certificate, in a conopiciocu place in the building, a.tating the inaulation colplies with Title 24* Chaptor 243 and Title 20, Chapter 2, Subchaptor
Note doors and windous. including akyligbts. ktwaen eonditionod and non-conditioned SWco shall be fully watherstrippd.
Note on tho framing plan that wather- strippang. caulking or sealanea mot bo usod eo lime filtration in tho buildrng envelop. at the following 1ot.cions: Exterior joint, around window. and door frwsr botreon wall sole plate. and floors, and wtwm excuror wail panela; ponetracrona in ualla. coiling., and floors for pluabrng, electricity, and gas Irnua: openings in attic floors8 and all other openinga in the building enveloyw.
Note tkac doors and uandwa to bo Certifhd and la~e1.d aa complying with the Znerqy Regulatrona.
Note fan. erhauatinq air to have back draft dupors.
# the 4s'-3823. alternativo enmrqy p.C*.ga chat
u/
/./
.27/
4, Airtic10 3. 2
Note at tho extori wall firoplaa ~rrrp~ace truvoOLnr- srs rpwro
inches of outardo air: eo have 9la.s or weal door eowrrng elm entrre waq
Of the firrnboxr to have Crpht-fiSti~~ daapor with readily aCCOS8ibld Cantto1
and should not havo a continuoru buraiaq pilot liqht'.
Note duct. ahall comply with Chaptor 10, 1976 UI*: and ahall ba tightly aeeld with maatic or taps.
Note at the water heater location 'wter heator to havo wrap OC R-12 utenml insulation-.
Note. vkero water heater ia in uncuniutioarl
2{ Note that all pa0 firod hooting and -ling appliancoo, showor8 and faUCOt8 shall -ply with the merqy Zfffciony SCandsrdo.
Show, at bath and kitchon, that tho general lighting shall havo an effici.nol, of not loam than 2S lwno por watt
Note that hoating or cooling ayotms (excopt.hoac purpal aha11 havo an autoytic tkelll~otat with moehaniu which UII k unually proqramad co autautieally sot back the thermostat set points for at 10a.t tu0 psriodo within 24 hours.
Shou tho aim. typs and location of the apace hearing (or cooling1 systr and provide enorgy ealculationa if elm output m/wr. exesoda 4S.000 mm. output.
lhar mko and modmi lor mu and weor Meor aro on Seaem am lime.
OuWr poois u~cn fosari Cud kuUrs
savraq davrcss suQ u 0- cIOCU. ece. =a-1 406
nxsczuamus
Show a minimum 2' air rpace dnd flashing betueen planter dnd building valls. Sac. tS17(e)
Spocify material to be usd under the shower tile. S4c. 1707(a)
from water heater location to convonient
Chapter 47, UBC.
105. Provide aleeves (roof jacks1 in roof for
y/ 1.0. florescent.
rmqurra pool WAl U OU¶OE UIOW
Spocify lath and plaater to colaply with
two Cutire 3/4* copper prpes to ccravenient location of future solar panels (City Ord.1
106. ~oee :bat solar uat2r oiping is to bo insulatod in areaa that are not Ireaerd or =oolod. (City Ord.)
. 0 Burlding plana are aubotaneially eorrm and complete.
0
ildlng plana would bo subatantially eorr~t and cwpleto ia minor correctiono are ude P at counter.
BY:
Oat.: \ o\ z\ B 4 J-k
0 Building plan8 require major corroctiona and
. BY:
cmplece plan recheck. by plan chock engrneer, ra roquirod.
oat.:
1. you havo any question. roqardinq . chi. plan cheek, pleaao call
at
you. at no chargo. if additional aooiatance
L. neodod.
W. uould ala0 bo pleasod 20 not with
Jurisdiction c-m
BUILDING PORTION BUILDING AREA VALU A TI ON VALUE MULTIPLIER
+WkZRW 753P
Prepared by:
zw VALUATION AND PLAN CHECK FEE
(z! 5-3
6z.z@/3=
CD== 73T;P'ca 8 82
Air Conditioning Commercial
0 Bldg. Dept.
0 Esgil
76.35. - = -
I
= mf6
z
PLAN CHECK NO. d?#-474-r
BUILDING ADDRESS /rzd BGUs gdH27
BUILDING OCCUPANCY /z-3. &A?? DESIGNER PHONE
TYPE OF CONSTRUCTION 'VW CONTRACTOR PHONE
APPLICANT/CONTACT ZZFF /ykwk/xcrs PHONE NO. 729-3965'
@ 2.80
Res id ent ial @ 2.40 Res. or Comm.
Fire Sprinklers @ 1.50
Total Value
c
/O~O+O
Building Permit Fee $
Plan Check Fee $ J9/J*
COMMENTS;
8/4/82
-
w I- s
*
sMY ~~~~GAMEUWUITO ENCINITAS
CARL S BAD SAN MARCOS I
% COVERAGE I REQUIRED SETBAC
BUILDING HEIGHT i FRONT
FENCESJWALLS SIDE
TWO CAR GARAGE REAR
COMMENTS :
~
REDEVELOPMENT APPROVAL REQUIRED:
-
LANDSCAPE PLAN COMMENTS:
ENVIRONMENTAL REQUIRED: - I I
--L - -2-
ADDITIONc\L COMMENTS:
* 1 .
OK TO ISSUE: DATE: Y\l?\KdbK TO FINAL: DATE: \' ..................................................................................
ENG I NEE R I NG-
P.F.F. /'$A PARK IN LIEU
R.O.14: L!??~T IMPROVEMENTS : $fl~~~ a-7-
LEGAL DESCRIPTION VERIFIED? -$!e A.P.N. CHECKED?
-
E.D.U: Fw 1-
SEWER:
LATERAL: a 'S7- DRIVEWAY: de G-/gi/
GRADING PERMIT:
DRAINAGE: &
EASEMENTS: i$/k HRfidT ADDITIONAL COMMENTS: - @ /-m=m 4L .@yA--??-.
f
OK TO ISSUE: DATE: /O/d/N
ENGINEERING INS Ao/
PUBLIC VOKKS INSPECT
FINAL. OK: -
THIS ITEM IS NOT CHECKED, BUILDING DEPARWENT WILL MAKE ALL INSPECTIONS
DATE: 5\k \Ai
(DRIVEWAYS, CURB CUT, DRAINAGE, ETC.)
BRIAN SMITH ENGINEERS, INC. Client: B. A. WORTHIKG, INC. SHEET
2656 State Street P. 0. Box 1041 1
Carlsbad, CA 92008 Carlsbad, CA 92008 OF
--- Job No. 5796
E. Brian Smith RCE 13817 September 12, 1384
EBS : gh
Structural calculations for a proposed residence addition
for Mr. Dripps.
L of
Zb xu. 5796
..
c P >
i
L.
t span - 8-0
L.
5WN = 14 16 "
8
.. .
.. .
0 F’ 8
i;‘ t,?
= a’ X/&
/7' 26.S 4 51.35
. . ___-
TYPES OF SHEATHING
A ---
Q ---
Q ---
/-A ---
A ---
A ---
A ---
A ---
I, A ---
1 x DIAG StILATHING @ 45O w/(3) i3d NAILS ALONG STUDS
(4) (8)d CJ BOUNDARIES UBC SEC. 2514 b
1/2" DRYWALL WITH 5d COOLER NAILS @ 7" O.C. EDGES AND
FIELD (TABLE 47-1 UBC) 100. #/1.
5/8" DRYWALL WITH 6d COOLER ISAILS Ca 7" O.C. EDGES AND
FIELD (TABLE 47-1 UBC) 100. #/1
1/2" DRYWALL WITH 5d COOLER NAILS @ 4" O.C. EDGES AND
FIELD (TABLE 47-1 bBC) 125.#/1
S/8" DRYWALL WITH 6d COOLER NAILS @ 4" O.C. EDGES AND
FIELD (TABLE 47-1 UBC) 125. "/I.
1/2" BLOCKED DRYWALL WITH 5d COOLER NAILS @ 4" O.C.
EDGES FIELD (TABLE 47-1 UBC) 150. #/-1
5/8" BLOCKED DRYWALL WITH 6d COOLER NAILS @ 4" O.C.
EDGES & FIELD (TABLE 47-1 UBC) 175. #/1
7/8" STUCCO OVER PAPER BACKED LATH w/16 GAUGE STAPLES
Ai 6" O.C. AT TOP & BOTTOM PLATES, EDGE OF SHEAR WALL
AND ON FIELD (ICBO REPORT NO. 1823, MAY 1972)
180. #/1 OR (ICBO REPORT NO. 1318, FEBRUARY 1973) -
7/8" STUCCO OVER PAPER BACKED LATH w/16 GAUGE STAPLES
AT 3" O.C. AT TOP & BOTTOM PLATES, EDGE OF SHEAR WALL
AND 6" O.C. ON FIELD (ICBO REPORT NO. 1823, MAY 1972)
OR (ICBO REPORT NO. 1318, FEBR. 1973)325.#/1
3/8" STRUCTURAL XI PLYWOOD WITH 8d NAILS AT 6" O.C.
AT EDGES 6 12" O.C. FIELD (TABLE 25K UBC) 264. #/1
(USE CDX OR STD. W. EXT. GLUE IN-LIEU OF' STR. 11)
3/8" STRUCTURAL I1 PLYWOOD WITH 8d NAILS AT 4" O.C.
AT EDGES & 12" O.C. FIELD (TABLE 25K UBC) 3134. #/1
3/8" STRUCTURAL II PLYWOOD WITH 8d NAILS AT 2-1/2 O.C.
AT EDGES & 12" O.C. FSELD (TABLE 2SK UBC) 564. #/1
3/8" STRUCTURAL I1 PLYWOOD WITH 8d NAILS AT 2" O.C.
AT LDGES & 12" O.C. FZELD (TABLE 25K UBC) 636.#/1
** STRUCTURAL PLYWOOD WITH d NAILS AT I' O.C.
AT EDGES & 12" O.C. FIELD (TABLE 25K UBC)
Lr
F
:I L
.. .
FLR.
.. .
*= 49u as’ = 2/0
wT, FLOOQ
&/,
*/,
-. .
Y
3'
SCJ, 5; 33 ’f /// b7 /7
m
-, .
-. .
.. .
23 OF
P= 3\73
IF I
N dfff = 53
i
11
P=
#k 240
u
. 1".
H
r-
c
c
I
DEVELOPMENTAL SERVICES
8UlLDlNG DEPARTMENT
1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008-1669
(61s) 438-5525
Citp of QCarl%bab
March 20, 1984
Mi ke Carl ucci o
1720 Bruce Road Carlsbad, California 92008
NOTE: MARCH 15, 1984, notification of address change was sent to agencies as listed
below. Hike Carluccio on March 20th per Ernile Plude.
Notification of change mailed to
SU 83 ECT : CHANGE OF ADDRESS
This is to notify you that the following address chance has been made:
FROM: MIKE CARLUCCIO / 4500 PARK DRIVE, CARLSBAD, CALIFORNIA (92008)
-v
YIKE CARLUCCIO / 1720 BRUCE ROAD CARLSBAD, CALIFORNIA (92008) TO:
Copies of this notification shall be forwarded to the Carlsbad Post Office, County Assessor's Office, Pacific Telephone Company, San Diego Gas and Electric Company,
Carlsbad Fire department and other city offices.
MARTIN ORENYAK . 1
Director/Buildfng and Planning
M0:gl.
cc: Carlsbad Post Office
County Assessor's Office Carlsbad Fire Department
Carlsbad Finance Department San Diego Gas & Electric Co.
Pacific Telephone Co.
'
led. end v- --- --