HomeMy WebLinkAbout2414 BURGOS CT; ; 83-255; PermitDECLARATIONS OWNERIBUILDER CONTRACTOR LENDER WORKER'S COMPENSATION 71 I It 1r-l _- . . 1 0- no
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To: FIRE,
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Date
Type of Construction mley
Person to Contact d- d,?~ /e fpu Ph. No. pi9tBtM
Remarks:
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R E Q U E S T
CUBIC YARilS RUMER AOTIFIEO - GRADING
W J NTFRDEPARTiYE&A I I N FORMATION SHFET
L FEES: SAN
PROVIDED:
% COVERAGE ALLOWED : - /Ir .PROVIDED : -
PARKING SPACES REQ'D: /Q /[--- P ROV I DED :
BUILDING HEIGHT REQ'D: - P ROV I DED :
i' FRONT SETBACK i SIDE SETBACK ' REAR SETBACK
ALLOWED : *I
+ INTRUSIONS:
RE- CEVELOPMENT APPROVAL REQ ' D :
LANDSCAPE E, IRRIGATION PLAN COMMENTS :
ENVIRONMENTAL PROTECTION REQ :Me
ADD 1 T I UNA L COMMENT S :
OK TO ISSUE- DATE:3 6 3 OK TO FINAL: DATE : -#&--
ENG I NEER I FIG DFPARTKEMT
R. 0. W: I MP ROVE ME NT s :
A
PUBLIC FACILITIES FEE: - EWER CONNECTION:
DRIVEWAY LOCATION(5) : / -- --
EASEMENTS : DRAINAGE : 'I
GRADING PERMIT:
\ LEGAL DESCRIPTION:
'. 1. ADDITIONAL COMMENTS: -
A
*CHECK IF ENGINEERING INSPECTION REQID. ON FINAL:
OK TO ISSUE: f, %
DATE:
~-~*.~.L.l~ L1 . .LL+ . . . . . .I. .I. 4.
* IF TIIIS J'EM IS NOT CIIECKED, UUTLLIING 1)EPAI~TbliJN'T WILL MAKE
FINAL INSPECTION.
DATE: z--zz*3 PWI: OK TO FINAL:
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 122
SAN DIEGO, CA 92123
(819) 600-1468 83 -255-
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3ENERAL NOTES AND SPECIFICATIONS
The building design meets the requirements of Title 24. Part
2, Chapter 2-53.
Insulation instal1.er shall. post in a conspicuous location in
the bui 1 ding a certi f i cate signed by the i netal 1 er and bui lder
stating that the installation conforms with the requirements
of Title 24, Chapter 2, Subchapter 4, Article 3.
All insulation materials shall be certified by the manufac-
turer as complying with the California Quality Standards for
Insulation Material.
Doors and windows betwen conditioned and outside or uncond-
i ti oned spaces such as garages and compartments for central
air gas furnace.; shall. be fully weaterstripped. Manufactured doors and windows shall be certified and labled
in compliance with the appropriate infiltration standards
listed in Table 2-53V of the energy regulations.
All fan systems exhausting air from the building shall be
provided with back draft dampers.
Caulk around all plumbing and electricalpenetrations into the
building envelope.
Caulk and seal around all window and door frames and between
wall sole plates and floors and between exterior wall panels.
Masonry and factory built fireplaces shall have the fallowingx
1) Tight fitting closeable metal or glass doors covering the,
2) A combustion air intake to draw air from the outside of the
3) Tight fitting flue damper with readily accessable control.
4) Continuou burning pilot lights are prohibited.
Ducts shall be constructed, installed and insulated according
to Chapter 10 of the 1979 Uniform Mechanical Code. fill parts
of the duct system shall be tightly sealed with mastic tape.
Storage type water heaters and storage tands for solar water
heati ng systems shall be external 1 y wrapped with insulation of
R-12 or greater.
Provide minimum H-3 insulation for on water heater outlet pipe
for the first five feet in unconditioned space.
Insulate recirculating hot water ipinq in unheated spaces.
Gas fired household heating and cooling appliances, shower
heads and faucets shall comply with the appliance efficiency
standards.
General lighting in hitchen and bathrooms shall have an
efficiency of not less than 25 lumens/watts. (Specify flour-
escent lighting).
Thermostatically controlled heating and cooling systems
(except heat pumps) shall have an automatic thermostat with a
clock mechanism which can be manually programmed to auto-
matically set back the thermostat 5et points for at least two
periods within 24 hours.
entire opening of the firebox.
building directly int the firebox.
a APPLICANT COPY d COPY
0 PLAN CHECKER COPY
submit fully dinunSi0n.d plot plan drawn to scalo showing location rim, and US. of a11 oxisting and propasod struct~ros on tho lot. Idontify proporty linos and shov lot dimonsions and all oasonmnts. Show location of all cut or fill slopes and approximato finish floor olevations for a11 structures and ahow olovations at
Indicata distanco from contor-lino of stroot or alloy to proporty lino and dist8nco from curb to proporty Lino. Soc. 302(b)7
Plans, spocifications and calculations shall bo signod by a California Stat. licon8.d ongineor or architoct. (California
11 cornors. Soc. 302(b)7.
TO: HI 0zZ~C/3/vJ- ' Businoss and Profossions Cod.)
PLAN CORRECTION Sw
SI- ?AMILY AND DUPLEX ~LLIWGS
Plan Chock No. 83-255
Cate plans rocoivod by jurisdictionmp 6/6
Date plans rocoivod by plan chockormd k a
Date initial plan chock coaploted~~ %d
FOREWORD: PLEASE READ .Thy-
Plan check is liaitod to technical roquiremonts contained in tho Uniform Building Cod., Uniform
Electrical Cod. and stat. laws regulating enorgy consorvation, noiso attenuation and accoss for the handicapped. The plan check is based on regulations onforced by tho Building Inspoction Departmont. You may have othor corrections based on laws and ordinancos enforced by tho PlCnninq Department, Enginooring Departmont or other dopartmonts.
The items circlod bolow noed clarification, modification or change. All circled items havo tc be satisfied bofore thq plans will bo in icnforaanco with the cited codes and regulations. Per Sec. 303 (c). 1979 Uniform Building Cod., the approval of tho plans door not pormit tho violation of any state, county or city law.
Plumbing Cod., Uniform Mochanical Cod., National
Pleas. mako a11 corroctions on tho original tracings and submit two now sots of printr, ts that may have tho jurisdiction,
To Zacilitate rechecking, please identify, nex: to each circled item, tho sheet of the plans upon which each correction on this sheet has bran made and return this check sheet with the revised plans.
Indicate on plans the name of the legal cwner and name of person responsible for the preparation of the plans. Sac. 302(b)
n. FIRE 'PROTECTION
Walls closer than 3 foot to proporty Ifno8 / shall bo on.-hour fire-ratod construction, have no openings, and shall havo 30 inch parapets whon tho building floor a108 oxc..dm 1,000 sqwro foot on any floor. (Tablo S-A Soc. 1709ta)
Projoctions, including .avos, may not oxtond r/ mor0 than 12 inchos into tho 3 foot sotback from tho property lino. Soc. 1710 and Sac. SOl(bJ
Projoctions, including eavos,shall k ono- hour fir~-rosistivo constructionr hoavy
thoy projoct into tho 3' sotback aroa from the proporty lino. Soc. 1710
Show location of pormanently vired uaoko detector.. Sac. 1210
iJ timber or of non-combustiblo autorial if
C, ROOW SIZES, LIGHT, VENTILATfONS AND CLAZINO
/- One room must contain a minimum of 150 square feet of suporficial lloor area. Sec. 1207tb)
Habitable rooms. other than kitchen., shall contain at least 70 square feet of floor rea. Soc. 1207(b)
-7
J" Window area must be at least 1/10 of tho ,' Floor area and a minimum of IC square feet per Soc. 1207ta). Appeara to be doficient
0 enable windw area must be 1/20 of tho
In bathrooms, laundry rooms and similar 4 fP oor area and a minimum of 5 square foot.
> rooms. Minimum is 1.3 sq.ft. (Soc.1205(a)
2/0no-half of a11 roquirod window arm must // bo 0p.n4b10 in
Pravido aoehanical ventilation capablo of providing five air changes per hour in bathroom., wator cloaet compartmonts, laundry rooms and similar rooms if required windows are not provided. Sec. 1205(d)
No habitable room, ocher than a kitchen, shall be less than 7'0" in any dimension. Sec. 1207(c)
rcoms is a minimum of 7'6'. Sec. 1207(a)
p'
/ f
3'. Show that ceiling height for habitable
.-
SO. hndrai18 shall satisfy tho following:
a. Provido handrail for stairways ovor 30' high vhon sorving a sing10 dwolling. Titlo 24. 5.C. T2S-22(b)
Randrail shall k 30' to 34' rbovo tho nosing of troads. Soc. 330SCj)
Handrail projocting from a wall shll havo a 8p.c. not loss than 1 1/2' ktwon tho val1 and tho h~ndrail. Tho hand grip portion of handrail shall bo not loss than 1 1/4. nor mor. than , 2' in cro8s-soctional.di~nsion. Soc. 330Scj) (so. attachod)
Show coilrnq hoight for laundry rooms, hallvays, corridors, and bathrooms is a
Provido 30' char vidth for vator closot cwpartmmnts and 24' cloaranco in front or vator closot. sot. 17ll(b)
inimum of 7'0'. Soc. 1207ral
Glazing in showor and tub onclo8uros (including window81 shall 50 tomporod. laminacod or approvod plastic. 1711 (r)(gl /- Slooping rooms shall havo a window or oxtarior door for umrgoncy exit. Sill hoiqht shall not oxcoed 44' -0 tho floor. Tho vindor must havo an oponablo aroa of .at lOa8t 5.7 sauaro fwt vith tho minimum
f 39.
f
J k.
OpoMblO width-20' and tho minimum oporwblo height 24.. 5.c. 1204
Eaves and cornieos may not projoct into a roquirod yard mor. than 2 inchos Cor oach foot of yard vidth if roquirod windows opon rnto tho yard. Soc. 1206(d)
A mozzanino i8 an intormodiato floor and may not havo a floor aroa oxcooding 33 1/3 percont of tho total floor aroa in tho room bolou. and tho anrzanino floor must havo char hoight Of 7 foot, above and klow,and mu8e havo 65) of tho long 8idO opon to tho room bolou.
The loft you shov do08 not comply as a rerzanino floor and is. by Building Cod. deCrnrtLon, a story
D. .EXITS, STAIRWAYS. AN0 RAILINGS
'loors rbovo the second story shall have
Required exit doorways shall bo not loss
'not less than 2 exits. Soc. 3302(a)
tnan 36. rn width and not less than 6'4"
LZ hright, and shall bo capablo of oponing
at iaast 30 dcgreos. Soc. 3303(0) 7. Provido 36' high protoctivo railinq for porch.8. b&lconios, and opon sidos of landings.
/
:.Maximum oponing botvoon railings shall bo Soc. 1716
connoction dotails aro adoquato to support 20 pounds por linoal tooc at a r-gnt anglo to tho top rail. Table 23-8
i S9.I Provida stairvay and landing dotails.
' See. 3305(bJ 6 (cJ
A. !iaxraum rise 8' and minimum run is 9'.
J. Hinrmum head room is 6'-6". :. Miairnun width is 30".
Lvory stairvay landing shall havo a dimonsion, ' Ill..8UrOd in tho diroction of travol, at loast .qual to tho stairray vidth. Soc. 330S(g)
A door may opon ovor a stairway landing providod tho door, in any position, doos not roduco tho char aroa of tho landing, in tha diroction oL stairway travol, to loss than on.-half tho roquirod vidth of tho stairway. Soc. 330S(g)
A door auy opon inward at tho top stop of
mor. than 7 1/2' 1-r than tho floor lovol. Soc. 3303(i)2
Provido dotail8 of vinding stafrvay.
a. Minimum tr0.d is 6 inchos at any point
8t.irW.y providod tho top 8t.p i8 not
and minimum 9 inchos at a point 11 inchos from tho rid. of tho stairway.
b. Maximum Cis0 is 9 inch...
c. Minimum width i8 30 inch... Soc. 330S(d)
Provido spiral rtairway dotails:
a. Minimum run is 7 1/2 inch08 at a point from vhoro tho troad is tho narrowest.
b. Maximum riso is 9 1/2 inchos.
c. Uinimum hoadrooa is 6 foot 6 inchos.
(1.0 attachod)
SOC. 330s(t)
(1.0 attachod)
Spiral stairways nay not bo usod for requirod exits rhon tho arm rorvod is groator than 400 rq. ft. Soc. 330S(f)
Spiral stairvays must havo a char valking apaco of 26 inchos botwoon tho column and handrail. Soc. 330S(f)
Provido X.C.B.O. ROa80~Ch Roport and Hullb.r for mota1 rtaitray, or rubmit plan8 and calculations and approvod fabricator roqirtorod vith tho Building Doparunont ar not. that tho stairway fabrication shall bo done undor spacial inspection por tho approvod fabrication plans. Soc. 306(a148 and Soc. 306(f)
In burldings ovor 2 storios in hoiqht, provido 3/4 hour Ciro-ratod assomblios for all oponings in tho oxtorior wall bolov or within 10 feot horizontally of an exterior stair- vay. An exit balcony with 2 sopacatod stairways is rssmpt. Sec. 330s
Extorlor stairdays Shall not project into tho 3 foot setback from tho property linos. Sic. 330S(n)
5:.
52.
?le wails and soffits of the mclosed usable space mder interior stairs shall be protected on :he enclosed side as reauired for one-hour /See. S03(dl
JShow 1 3/8" solid core self-cloring door for openings Jetween garage and dwelling.
Garages are not permitted to open into /a room ured for sleeping purposes. Sec. 1104
fire-resistive construction. Sec. 3305(m)
Minmum construction s~ocificationr shall be made a part of the approved plans. :See attached)
e. ROOPIS
/Specify roof pitch. '7: Roof pitch ir not adequate for roof type , specified. Specify minimum pitch of
li;. Specify roof material and application.
f3. Specify E.C.E.O. approval number for roof natarialr not covered in UBC.
74. Specify roof slop. for drainage or derign
to support accumulated water. Sac. 3207(a)
j(Show roof drains and overflowr. See. 3207(aI
6. Provide skylight details to show compliance with Sectiona 3401 and 3207 or provide XEO approval number.
'
6. Provide plastic roof panel details to show
1' corplianco with Section S206 or provide
7'. Show attic ventilation. . AS l/lSO of attic area or 1/300 of attic area if at leaat SO% of the raquired vent is at leaat 3 fmt above ceiling joistr. Sec. 32OSlc)
1-0 nuabu.
ntnimum vent are8
. Openings between carport and residence
windowa. Sac. 1214
Show garage framing section, rize of header over garage opening, lateral cross bracing at plate line and method of bracing garage front. Chapter 23 NOTE: Minimum plywood diaphragm ratio is 3 1/2 to 1 or 2'8". Tablo 24-1
Doorr betwem dwellingr and attached qaraqes MY avinq in either direction provided the difference in floor elevation between the dwelling and garage doer not exceed 7 1/2 inches and provided the door is not uaod as the primary mans of egress from the building.
If the difference in floor elevation exceeds 7 1/2 inches, or if the door is used as the primary meanr of eqrers from the buildinq. additional stepr or landing murt be provided in accordance with stairway requiranentr, and the door must not swing over the depressed level. (seo 3303(i)2 and 330s (9).
Provide 18' raisod platform for any PAU, water heater, or any other devic8 which
Note that continuour fire wall protection shall be inatalled behind raired platfordrl prior to Craning platform.
require self-cloaing doors and stationary
y generate a flame or spark.
Provide fireplace conrtruction details or note construction to be per attached fireplace standard drawing. Sac. 3707
Show veneer support and connections comply with Sec. 3002, 4,S,6, and See. 2S16(a) regarding tier and #9 wire in horizontal joints or note construction eo be perattached sheets 30-1 or 30-2.
Show height and construction details of a11 aasonry valls. Chapter 24
Mote that eleanouc opantnga shall be-provided
at the bottom of all cells to be grout filled over 4' in a single pour. Cleanout shall ae sealed before grouting, after inspection. Sec. 241s
Show floor 6nd roof conneceiona to mdsonry walls. Connection shrll resist 200 pounds per lineal foot or the actual derign load, whichever ir areater. Sac. 2310
Provide material specificationr for mortar, jrsut, aaoairry and reinforcing steel. Sec. 2403
Show how maaonry hour. walls retaining earth are to be waterproofed. Provide detail.
Note that special inrpection of the mdronry will be required for
G. MRAct AND CARPORTS
/ Ipd.trrage requires one-hour fire protection ' on the garage side of walls And ceiling
' pornon to the dwelling. Table S-8 Sec.SO3Ib)
;31.~11 elements supporting floor above garage
t3 .lave one-hour €ire-resistive protection sn the qarage side. Sac. 503. Beams and ?os:s. ?oc dichin the wall or ceiling con-
:r 3e ninimum 6' dimension bean and minimum str-ctron, must Comply vith UBC, Table 43-A,
3" 3y 3' post.
1. /COUUDATION RCQO IRtlllCWrS
Note on plana that9 soilr enqineer shall eva.luate any unanticipated uncompacted fill or expanaivo soil or other soil problem disclosed during construction". Sec.306(a)12. . Submit soils classification determination by a licensed enqineer or architect based on obaervation. tarts, borings, or excavations. and containing comments on the degree of expansiveness, compressibility and bearing , value. sac. 290s . Note on the plan the roils classification. whether or not the soil LS expansive, and note the AIlWabh bearing value. Sac. 290s
The found8tion plan does not comply wrth the soil report recommendation for this project
lh. Provide notes on the foundation plan listing / the soils report reconmendations for foundations. slab and building pad preparation.
Note on the foundation plan that "Prior to the Contractor requesting a Building Departinant foundation inrpection, the roilr engineer shall advise the Building Official in writing that: 1. the building pad war prepared in accor- dance with the soils renor+: 2. the utility trencher hake been properly backfilled and compacted. and: 3. the foundation excavations, forming and reinforcement comply with tko SOALS report and approved plan."
Provide spread footings for concentrated loads designed for 1.000 PSF soil bearing or per Searing value as determined by an onqineer or ~rckitec?. Cflapter 29
/ 3kou aeiqnt of a11 foundation walls. C3apter 23
30w height of retainod earth on all foundation wails. Chapter 23
;how distance of foundation to edge of :ut or fill slopos and show steepness and heights of cuts and fills. Chapter 29
Xote an plans that wod shall bo 6" abovo finish qrado. Sec. 2417(c) 7.
Yote on plans that surface uator vi11 drain away from building and show drainaqo pattern and koy olevations. Soc. 290S(f)
3imonsion foundation per Tablo 29A.
TABLE NO. SA-FOUNDATIONS FOR STUD BEARING WALLS-MINIMUM REQUIREMENTS
Yoto cross bridginq or blocking. Floor joLsts and rafters nore than l2" in depts and spanning more than 8 feet shall be supported laterally by bridging at intervals not exce8ding 8 feet. Soc. 2306(gl
Show blocking at ends and at supports of floor joists, and for raftors at exterior walls. Sec. 2S06(g)
Show solid blocking at ridgo lino and at oxtorior ualls on trussed roofs. Soc. 2S06(g)
Show double jOi8tS. Floor joists shall be doubld undor boarinq partitions running para1101 with tho joists. Soc. 2Sl8(dJ S
Show raftor tios. Raftor tios shall br spaced not mor. than I Leet on contor whore raftors and coiling joists aro not parallel. Soe. 2S18(hl
Show rafter purlin bracos to bo not loss than 4S do rsos to tho horizontal.
Show 1/2" minimum cloaranco botveon top plate of intorior partitions and bottom chord of truasos. (To ensure loading will be as dosignad.)
S.C. 2S18(&
Show double top plate with minimum 48" ,lap splico. Soc. 2S18(gl4
1 8 8 13 7 Show nailing will bo in complianco vith
3 10 10 18 8 . som:
\M.rr uausd wnditbu or boa ~Eouad.footlnKsmd - .
fouad.oorrr ck~li br u npu~nd m SCC~IOII m7tr). Tb. mound uoder the hr may k rxav.1Cd to the clcl.atwn ot tkc top d c& foocms.
2. Shor foundation sills to bo prmssuro troated, or mal. Sec. 2Sl7tc) 3.
3. Show foundation bolt sit. and spacing. Sec. 2907(0)
4. Specify sizo, ICBO number and ~nufacturor of power drivon pins. Shov edgo and end distanco and spacing. Sec. 306(f)
Show sifo, imbodment and location of hold down anchors on foundation plan. Scc. 2312(f)
u/ d f
Note on plan that hold dovn anchors must b8 :;ad in place prior to foundation inswction. sec. 2312(rj
Show adoquate footings undor all shoar walls. Sec. 2311(e)
Show steppod footings for slopoa stoepor than 1:LO. See. 2907(c)
Show minimum 18" cloaranco from grado.to bottom of floor joists and minmum 12 clearanco to bottom of girdors. Soe. 2517
Show pior sizo, spacing and dopth into undzrtutbad roll. Tablo 29-A
Show minmum undor floor aceoss of 18-x 24". Soc. 2S17
Show minimum undor floor vontilation equal to 1 1/2 sq. et. tor oach 2S linoal feot of excorior foundation with openings aa cloae to cornors as practicable to provido moas ventilation on at loast two approximato- ly opposite sidos. Soc. 2517
Show all joists, rafters, beams, and posts
Fir-Larch or better. All posts and beams 3. and thickor shall bo No. 1 Grade Douglas Fir-iarcn or better. (Tabla 2s-A-1)
Show wall bracing. Every exterior wood stud wall and main cross partition shall be 3rac.d at each end and at least every 25 feet of length with 1x4 diagonal let-in brace or equivalent. Sec. 2518(g15
2F-1r 2' to 4' thick to bo No. 2 Grad. Douglas
Provido Lire stops botveon storios, htwnn top story and roof sp~co, at coilinqs and floor lovols in intorior and oaorior walls, in manaard roof or eyobrow so no concoalod or furrod spaco is qroator than IO' horizontally or vortically, betwoon stair strinqors at top and borema and botwoen studs along and in lino with stair run adjoining stud walls and partitions, at prrimotor of sliding door pockots, bocweon chimnoy and wood €ram using motal or incombustibl8s for tho fir0 stop and at othor placor that could afford passago of Clam.. Soc. 2S17(fl
Show stud site and spacing. .%ximum allow- ab10 stud heights: 2"x4"@ 16' is 14': 3"~4~62"x6"? 16"o.c. is 20'. Soc. 2SI8(9)2
Noto an A.I.T.C. Cereificato of Compliance
bo given to tho Building Inspector prior to ereczion. Soc. 306(f)
Oetail a11 post to bOAP and post to footing conn8ctions. Soc. 2517(c) 4
Specify nail sit. and spacinq for all shear walls, floor and roof diaphragms. Indicae. roquirod blocking. Mintain maximum diaphragm dimonsion ratios. (Tables I,J,Rl.
Show 3"x4' or 2'x6" studs in first stor[ of throo story building. Soc. 2S18(f)
Provido truss details and truss calculations.
Provida roof traainq plan. Soc. 302(a)7
Provido framing soctiona through
for glued laninatod'wood m8mb8rS Shall
~~ ~~
Soction 302(a) 7
Spocify a11 hoador sizos for opening ovor 4' wid.. Soc. 2S18(g) 7
Provido calculations for
oction 302(a) 7
In areas rubyec: to wator splash and in exterior locations, wood columns and posts
at least 2' abovo eho finished grad. and shall boar on a motal bas. plate or treated mod unloss the columns or posts aro foun- dation grad. redwood or codar. Sec. 2517(cl4
s shall 50 supported by piers projecting
/
Show accoss to tho attic or undor floor furnaco to bo Finiaum 30 inchos by 30 inchos. Soc. r08 c 709 3MC
lot. that passaqovay to tho attic furnace shall bo unobstructod and havo continuous solid flooring not less ehan 24 inchos wid.. Sac 708 UMC
lighting fixturo controllod by a switch for tho attic furnaco. Soc. 708 UHC
Show dotails to comply vith Soction ,709 for furruco undor tho floor, Soction 708 for attic furnaco, or Soction 710 for roof or outsido furnaco.
piping passinq through throo floors or loss shall bo effoctivaly draft stoppod At oach floor or coilfng. UBC Soc. 1706(a16
/" y'. Show locatLon ot attic access with minrmun size 22' x 30". Sac. 3205
:34. Show draft separation for attic areas in excess of 3,000 sq.ft. SOC. 3205
135. Show draft roparation for spaco botween dropprd coilinqs and floor above in excess of 1,000 sq.ft. Sec. 2517
Specify plywood grado and pan01 indenti-
i ticatron indox. Tab10 2s-J
Xhon roof pitch is loss than 3x12, dosign ridqo as a bo-. Soc. ZSl8 (hl
Show porntanone rloctrical outlot and
. wood shoar walls shall not bo urod to . Noto on plan, gas vonts and non-comburtiblo tad rosist horizontal forcos contributod by masonry in buildings ovoc on. story in hoiqhc. Soc. 2516(b)
board and gypsum wallboard shall not bo asod in vortical diaphragms to rorirt 1. tLtccRICAL (National Cloctriul Cod.)
torcos imposod by masonry or concreto construction. Tablo 47-1 . If cripplo wall studs aro loss than 14",
Cripple wall studs exceoding 4 foot in hoight shall bo 3 inch by 4 inch or 2 inchos by 6 inchos when supporting 2 itorior. Soc. 2518(q)6
./
:89. Gypsum lath and plaster, gypsum shoathing
A11 wiring shall comply vith tho lational Eloctricai
lot0 on tho plan tho amporaqo of oloctrfc~l sorvico. - If tho oloctrical installation is more than 200 ~mporos, show pan01 location and provido a singlo Iino diagram and load calculations including:
1' framing shall bo solid blocking. Soc.2518(gl6
:p.
193.
194.
195.
136.
97.
yJ .
/.
/9.
Shw plyrood shoathing ovor oxpored .avos, or othor woathor exposod uoas, is oxtorior grado. Soe. 2517(gI 3
Iino on a11 oxtorfor stud walls to bo stuceood. Soc. 4706(01
Provido UI approvod w8torproof building papor undor wod siding. Soc. LfOl(a)
Spocify an approvd flarhing for oxtorior oponingr and parapet walls. Soc. 3201
Show corridor width to bo minimum 36'. Soc. 3304(bI
Spocify truas layout for 30' x 30' attic access.
Ridges, haps, and valloys shall b. at least on. sit. larqor than supportod raftors. Soc. 2518th) 3
Provrdo metal straps acrosr ridqo boam and raftors.
Show V0.p SCr..d At tho fOwtd.tiOn plat0
a. Wiring mothod omployod. b. Sizos of all conductors, switchor, Ctrcurt broakorr, fusos, and condurtr. c. Approxiauto Iongth of sorvico foodors. d. Provrdo plot plan showing sorvicor, all pan01 locations. circuit arranqomont and load dirtributron on pan01 bussos.
0. Provrdo typrcal pan01 schodulo(s).
Show locatron of a11 oloctrical roceptaclos.
Eloctrrcal rocoptaclo locations and/or
Duollinqs r.q?riro minimum 100 mnp sorvico.
spacing is not adoquato in
0 0 rbcHz >*Ne
-2. (83,5ll?Q .
At loart on. rocoptaclo shall bo installod outdoors, in basomontr and attached paragos,
-, othor than laundry outlots. Art. 210-2S(b) /
us. Not0 "UiER" ground to bo orovided (NIX).
J. MCCHANICAL / Art. 2so-a1 -
All heating, vontrlatinq. and cooling systou
PLUMDING (Uniform Plunbine Code)
All plumbing shall comply with tho Unrform - __ Plumbing Cod.. Shov source of combustion air for furnaco
Vlll Comply With Chapor 6, U.M.C.
Ev~.P~ drcll~nq dirt shall bo providd with heating facilities Capable of mrntain- Lnq a room tem~orature of 70' P. at 3
Show wator hoater 32~0, typo and locatron on plans.
Show anthod of providing coinourtion air to Cud burning wator hoator. Soc. 1307
Cud combustion wator hoator shall not bo install& in bath or bodroam or in a closot
teet abavo tho'floor in all ,habitable rooms. Show basis for complianco. U8C.
S.C. 1211 /opening into bath or bodroom. Soc. 1309
Provido adoquato barrier to protoct wator hoator from vohiclo damago. Sec. 1MO
Show minimum 30" doop unobstructod working space in Crone of furnaco.
Not0 on plans,clearances to bo por munufac- turars Irstznq. Soc. 704 Uplc
Furnaco shall not bo installod undor any atairway. Soc. 704 UMC
Furnace shall not be inrtalled in any
. Show T and P valvo on water h0At.r and show rout. of diachargo lino to exterior S.C. 1007(.1
Provido dryor vont to outsido. Urn: Sa. 19OJ
Noto on tho plan that horo brbbs and lawn sprinkler systems shall have approved backflow prevontron dovrcas. Soc. 1003
bedroom. bathroom. closot, or in confinod sgace wi'h access only through such room, Jnless specified as direct vent applianco, anclssed Carnacc or electric heatrng applranco. Sec. 704 L'MC 2w Showor Stall shall ACComOdAte a 30'CirCl. and havo a minimum floor aroa of 900 sq.in. UPC 909(dl show :C90 approval for prefab fireplace
snd ;rovide approved installation instructions
at :oo srte.
-d FOPE~OPD:
canpiex than the earlier version and note that .... an enforcement agency shall not issue a building permit, or renew an existing pernit, applied for after June 15, 1983 unless the agency determined, in writinq,
that the new building is designed to coopply with the requirements of Title 24; Part 2, Chapter 2-53, Calif. Admin. Code. The new regulations also require .... the enforcement agency shall inspect new buildings to insure they are constructed according to approved plans... and the requirements of Title 24, Part 2, Chapter 2-53, Calif. Admin. Code. In keeping with the above the plans should clearly show all aspccta related to ctnaplying with the new complex regulations to allw the plan checker, Building Inspector and construction personnel to Ccaply With the law.
zonei . Review the attached Alteraativa
Cap iancc Packages, there are seven, (A, 6, CI I, 2, 3, 4). and list, on the plan Title Sheet, the complete elements of the packages you
have selected. Next to each element in the selected package. show where the complying data or detail appears on the plan i.e. shoot 3, detail 4, etc.
The new regulations are more ---
Th proposed construction is in Cliuta
?he ?~::XI:% circled items must be compliad with prior to iluar.ce of a bl;ilding pernit:
?rcvide Plans and speciflrations -with adequato dotails Icr deternining conpliance with the State of California Enera ?eqlrirercntssof Title 25, Part 2, Chaptor 2 - 53. @ Scsipr.er. cwcr or AF llcant to sign plans and calcula- tkns a:atlr,g that tte building design meet8 the re:d?e?.e:.:: 1 f Title 24, Part 2, Chapter 2 - 53 of tho c. A. c.
(CJ
PrCJl3e a?. E?.era Ccr.servation Sheet -<.lth the following Ger.er.1 !lotes and Specifications:
a.
t.
0.
* -.
e.
f.
I.
h.
:.
2.
btil1d:r.g design meets the requirements of Title ?L, Part 2, Chapter 2 - 53. Inrdation installer shall post in a conspicuous 1::a:ix :r. the kuildlng a certificate signed by tke :nsttller ar.3 builder stating that the installation cor.Fr, :J x:tk :be requirements of Title 25, Chapter 2 - 52 37.3 that t%e cstcrials installed conform with
tr.*
i, Azi:le 3. A11 :?:~la:lcn r.aterials .?.A:: be certified by the ?i-.~fa:tds~ a3 :ot.-,lying with the California
:iiI::y 33r.dards fcr Snsulating )raterial. 2~:~s ar.: :;ir.doxs tetween conditioneJ and ou:ride
CY ur.2sciltloned sraces suck as garages and comnart- mt.ts far central air gas furnascer shell De fully
.... r .--. - 3 cf Title 20, Chapter 2, Subchapter
k. Storage type wator heaters and storage tanks tor
wrapped with insulation of R-12 or mater: 1. Provide mlnlmtum R-3 insulation for on wator*heabor outlet pipe tor flrrt five feet in unconditioned space. m. Insulate recirculating hot watrr biplng in unheat.6 rpaces. n, Oas fir04 household heating lrnd Coolin8 applimes, shower head8 and faucets shall comply with the appliance efficiency atandards.
0. (Ieneral lighting in kitchon and bathroom sha1lh.n an efficiency of not less thar. 25 lW*M/Wattr. (Specify flourascent lighting). p. Thermostatically controlled htr'ing or coolin# systems (except heat pumps) rhall have an autmC10 thermostat with a clock mechanism whiah can b8 manually programed to automatically S8t back the thermostat set pcintr for at 18-t two periods within 24 hours.
aO1W water he8tine SYltelar shall bo Ott*~l~
0 Sveclfy on the plans watt:. !leator slse, fuel typo. ' manufacturers name and model number ud that it 1s
The building enveloped must-not exceed the- State mandated energy budget for the climate cone in which it is located. -.
~ C. E. C. listed. .I
Climate Zone b. Show conformance by compiying wlth one o? the alternative component packager; or c. Provide a "simplilied points nethod" analysis u > described in the State Energy Conservation UanuU; OT d. Provide a computer analysir of the buildlng onem comswtion using one of tho State 8DprOVed coquter programs. input/output for proper check. Provide users manual and label 811
6 Spocify on pluns the energy budgot compl1rnoe wthod and the following additional informtionr -
Uert?.trSt?%Fped.
Yac! ilixared doors ar.4 uindcws shall be certified ar.d irteled in corpliar?i. with the appropriate :nfiLrr?r!% etrr.di2: listed in Tatlo 2 - 5:V of tce esergy rcgdlatlons. A1: Zap. s:x.ter.s exhausting air from the buildin$ ska:: te provided with back draPt dampers.
Cas12 aroznd all plumbing and electrical penetra- tisns :zto t!x huildlir envelope. Ca.;llc anb seal around a31 window and door frames an5 tetueen wall sole plates and Zloors and betwoon ex'ericr wnil panels.
Vm2?r:' a7.4 factory built fireplaces shall have tho . c, 1 :sir.; : I: 7i.gk.t litt1r.g closeable metal or glass door8 cover1r.g the er.t:re opening of the firebox. 2: A ~;~.tzsti:.n air intake to draw air from the
:.:t?>s :l t?.e building directly into the .-.e.-x, ,.P.i:h is a: least six square inches :- a?+3 arl is e4;ioped with a readily
3 ::<?.z f:tz::,g flue damper. k?!h readlLy aCCesilbl8
c.
e, -._.
:,,.--.a, .*:--le, cce-atlc and tight fitting danoer. - - - - - - .
a. Minimum ceiling and exterior tiall insulation. (Not less than R-19 and R-11 respoctlvely) b. Minimum raised floor in?ulatlon, (minimum lbll). 0. Window schedule descrtbtng orientation, U value . and tinting or shading requirements. d. Total glazing percentage nrd proccn: glazing oriented within 224 south and wlthln 224 west. . e. Slab edge perimeter insulation R- . I. Thermal mass areas used with Package Ai provlb. calculationr for the allowed eqquivalont glaring. 8. Solar Collector requirements. 1) Provide rubstantlating calculations urd documentation for size. 2) Specify on plans solar collector mMufacturor, model number, area an8 eiflcioncy. Submit "TIPSEW data for coll~ctor. 1 Solar collectors used for compliance with Package C are required to provide minimum 60% of the antxal water heating energy.
t
3race heating and air conditioning systema are reouired to be rized in accordance with the heating and coolin6 - load on the building.
a. Submit calculations justifying heater rize. (Form 2 acceptable if heating only) b. Subnit calculations justif'ylng A/C slrre. (Manual J method if heating and A/C)
2. Show on plans the capacity in BTURIR, the
un?bs used. .med-l number &nd efflclency of tho heating ub 8 - lbor a rlr(mr 2. air s a8 ud f1uhioO khmn plantot hiLnq -118.
showr tile. Sac. 1707t.J
Chapter 47, 01c.
from -tor hutu loeatioa to convenient louefon of tuture solar pawls (City 0rd.J
Provide sleavas froof jacks) in roof tor two Cutura 3/4* co-r pipes to cmnveniant . location of turure solar 0.nalr fcity Ord.)
Specify UtUt.1 to bc used undu tho
sp.cify lath .nd piamtu to -LY via
3/4* copper pipom mrt k installed
Noto that solar water piping 1s to bo inrulatod in area8 that are not bated 01 cooled. (City Orb.)
soe at-t tor raort~~g t.qrrlronnu.
c-r.: r- -1 ::?.t!r.~-~s tJrr.ing pilot lights are prohibited. Zxrs S?.311 te 'c r.atructed, installed and insulated tc-,ri:t.g t~ :t.q,ter 10 of the 1979 Uniform Mechanical C:-le. All parts of the duct systom rhall be
t:r?.:::d rr41eJ blth r.astlc or tape. 6
.
._ -- ----- ----I*
with t30 work:
CI
0
Building plans aro substantrally cocrocf
and comploto.
BY*
Dater
Building plans vould be substantially corrmcf
and colgLoto if unor corroetfons uo do
at countor.
BY1
roquiro major cortoctions and
racheek, by plan chock
IC you have any queatrona regarding this plan chock, please
call ‘T :wl .d6\9) 5ia - t4Gf3 .
'ria ‘auld also ba pleased to meat uich you, at no ckarqm, it
additional asslstanco La noded.
.I
' Date1 $/f3 Jurisdiction e mum
VALUATION AND PLAN CHECK FEE
0 Bldg. Dept.
0 Esgil
W
PLAN CHECK NO. 83 w255-
APPLICANT/CONTACT fl~~ Li? &?lV&/{ PHONE NO 4w fW/ ,
A$,
BUILDING ADDRESS &/E&- 6di&/-' &$!*i&
BUXLDXNG OCCUPANCY
TYPE OF CONSTRUCTION
#
-3
Mandated Handicapped
Access Regulations
Building Permit Fee
C 0 M ME N 1s;
8/4/02
..
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SOUTH WEST ENERGY
July 18, 1983
Mr. Jack Webb 3680 Governor Drive San Diego, CA 92124
Dear Mr. Webb:
Thank you for talking to me earlier.
for you regarding solar water heating for the proposed duplex on Burgos Court. seems to think that the systems will meet the City of Carlsbad solar requirements and that of Energy Compliance package ,Z. lined the system below.
I have put together a package
After talking to Jim Gilshian at the Esgil Corp., he
I have out-
Solar Water Heating serving 3 bedrooms with 2 baths
Two 4’ x 8’ all copper glass glazed solar panels manufactured by STI Model Sunup HP408
- One Bradford White 80 gallon solar storage tank
- One Grundfos 1/35 HP circulating pump
- One Heliotrope General DTT9D control unit
- All insulated copper piping, valves, parts and labor to make the system fully complete
I hope that this proposal is acceptable to you and we look forward to working with you in the future.
Yours faithfully,
Sin& Cottrial1 Design and Engineering
7390TRADE STREET SC/njc
SAN DIEGO. CA 92121 619/695-3820
- Pf - E 9?
OWNER: Amega Engineering
PROJECT: hega Duplex
REF: #3405
DATE : 7/ 15/83
Prescriptive Design Certification: Package 2
I certify that I have reviewed the plans being submitted
for the proposed residential building referenced above and
that the plans conform to the State Energy Conservation
Standards mandated in CAC Title 24.
The following documents are submitted to document
compliance:
Form 2
Form 3 Average U-value of Assembly
..
a
Load Calculations
THIS CERTIFICATION IS MADE UNDER PENALTY OF PERJURY
State of Wlifornia License No. M 13246