HomeMy WebLinkAbout2415 UNICORNIO ST; ; 80-319; PermitLICENSED CONTRACTOR'S DECLARATION
I hereby affirm that I am licensed under provi-
sions of Chapter 9 (commencing with Section
7000) of Division 3 of the Business and Profes-
sions Code, and my license Is In full force and ef-
fect.
OWNER-BUILDER DECLARATION
0 1 hereby affirm that I am exempt from the Con-
tractor's License Law for the following reason
(Sec. 7031.5 ,Business and Professions Code), Any
city or county which requires a permll to con-
struct, aller, improve, demolish, or repair any
structure, prior to Its Issuance also requires the
applicant for such permll to file a signed s1ate-
ment that he Is licensed pursuant to 1he provi-
sions of the Contractor's License Law (Chapter 9
commencing with Section 7000 of Division 3 of
the Business and Professions Code) or that Is ex-
empt therefrom and the basis for the alleged ex-
emption. Any violation of Section 7031.5 by an ap-
plicant for a permit subjects the applicant to a
civil penally of not more than five hundred dollars
($500).
D I, as owner of the property, or my employees
with wages as their sole compensation, will do
the work, and the structure Is not intended or of-
fered for sale (Sec. 7044, Business and Profes-
sions Code: The Contractor's License Law does
not apply to an owner of property who builds or
improves thereon and who does such work
himself or through his own employees, provided
that such Improvements are. not Intended or of-
fered for sale. If, however, the building or Improve-
ment 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).
'.JI, as owner of the property, am exclusively con-
tracting with licensed contractors to construct
the project (Sec. 7044, Business and Professions
Code: The Contractor's License Law does not ap-
ply to an owner of property ••ho builds or im•
proves thereon, and who contracts for such pro-
jects with a contractor(s) license pursuant to the
contractor's License Law).
I am exempt under Sec ____ ~ B. & P.C.
for this reason ____________ _
Date Owner
WORKERS' COMPENSAt ~N DEC RATION
I hereby affirm that I ha a c ill at of con-
sent to self-insure, or a ertlfl o orkers'
Compensation~ a certified copy
thereof (Sec.
POLICY NO. Y ~ COMPANY
□Copy Is filed with t city.
□Certified copy is hereby furnished.
CERTIFICATE OF EXEMPTION FROM
WORKERS' COMPENSATION INSURANCE
(This section need not be completed If the per-
mit Is tor one hundred dollars ($100) or less).
I certify that In the performance of the work for
whlch1his permit Is Issued, I shall not_e(!IJ!IOy any
person In any manner so as to become subject to
the Workers' Compensation Laws of California.
NQTICE TO APPLICANT: It, after making this Cer·
lllipll)e of Exemption, you should become subject
to \'ne Workers' Compensation provisions of the
Labo__l Code. you must forthwith comply with such
pr~ns or this perm II shall be deemed revoked.
.....
CONSTRUCTION LENDING AGENCY
I he,reby affirm that there Is a construction len·
rllnn ~nAnrv fnr th,a n#llrfnrmi:anro nf Hua 1&1,..,1, fnr
' . '
CITY OF CARLSBAD-BUILDING DEPARTMENT
USE BALL POINT PEN ONLY APPLICATION & PERMIT
1200 ELM AVENUE (71 4) 438-5525
NO.
i11.AJ.1 "-A1R1 IJ,, ~~~D;;lS er A Q , A b~c:1. caAl!9Ja" itr IOA:,;;;;;;ON ~ 41/ .ST I I
ow~ OWNER'S PHONE PRIME CONTRACTOR J, B ...-u. v e 1-e,.., L:::-;..!VlfJ.olJ Ctot-b ,
OWNER'S MAILING ADDRl!ss
G1-e.~A.J w,~ H, &v;✓, CONTRACTOR'S ADDRESS ' 9-. I M q 1&1~ f,J ").. ,·£"" GI e IJ B-L( 61"/ U Al ,4.0rriJ /1) st,
5Z BLOCK llADIVd/;S ON "1t.Adb.~A ,-:,;,ASS,ESSOR'S PA-,S'RCEL NO. DESIG HER ~ 'I-I -,~ ,, ,"7 , -~a. 1 JC) f<.;[, rJ \ lsoJ
DESCRIPTION OF wo,i:, P~c.. /,,/ I _...,...j..A t.hk .J ~ /J.1 J:. c~ .A DESIGNER'S ADDRESS . I -. C'Ar-A ~~=-
CENSUS TRACT GP LANO USE ZONING RES. UNITS sf
APPLICANT TO FILL IN INFOR-
MATION WITHIN RED LINES.
BUS. LICENSE PERMIT NUMBER
/9'0 p._ -1 oo-311 STATE LICENSE , • I
131rqiff
CONTRACTOR'S
PHONE '//Y J,.(;,'l-/t; ~-~ ST ATE LICENSE -::s> -'-
""-ct~
DESIGNER'S PHONE c----'/P. 'J. 4 ~q 0 -
'
R-, . I I PA;KING SPACE I NUMBER :z_sTORIES
Not V•lid Un/est Machine C¥tified
BLOG SQ. FT. BLDG USE 5'P.D ~3-GP l STANDARD PLAN# rLAN 8~ __ )
11 1
TYPvONN I occ. LOAD I 3~</D Re-cl
I
QTY. PLUMBING PERMIT AMT. QTY. MECHANICAL PERMIT AMT. -I '1 EACH FIXTURE TRAP ~¥.~ ~ INSTALL FURN. DUCTS UP TO 100,000 BTU ~vv
I EACH BUILDING SEWER k.~u ,, 7i:=7 ftA5P~ 100,000 BTU ,y.v., -I EACH WATER HEATER ANO/OR VENT ..., .ClJ BOILER/COMPRESSOR UP TO 3 HP V
EACH GAS SYSTEM 1 TO 4 OUTLETS -BOILER/COMPRESSOR 3-15 HP
EACH GAS SYSTEM 5 OR MORE -~-':::ll-, I 9811eEAl68MPA,$~QA lG ae IIP,.Jl,i...,~ d-. -,..l:
t/Aflt ~ 7 >t7 ':I EACH INSTAL, ALTER, REPAIR WATER PIPE .A.__trV VENT FAN SINGLE DUCT I c.lV
EACH LAWN SPRINKLER SYSTEM T 7 MECH EXHAUST -HOOO/OUCTS '?.~ VALUATION:
WATER SOFTNER T RELOCATION OF EA FURNACE/HEATER BUILDING PERMIT j ,~J~a~
Issue 3 .00 I ssue 3 .. oo SIGN PERMi_y;:::;'. I , I I I
TOTAL PLUMBING ~1"~ TOTAL MECHANICAL (q.~ PLAN CH{c,tr/ ~d .eJS' ff/ .,z..,?F .2,-JI I L~.Y .
CONTRACTOR CONTRACTOR ALLINCL~v,Y~ ~"'"" I I 1_
TOTAL PLUMBING L..-,IS-~ !I.
QTY. ELECTRICAL PERMIT AMT. QTY. MOBILE HOME PERMIT AMT. ELECTRICAL vz:?I.~!..
/:~ } NEW CONST EA AMP/SWT/BKR ~~7.SV AWNING " MECHANICAL ✓~ .rF
1 PH .25 3 PH /, PORCH \ MOBILE HOME ,,,--i I
EXIST BLOG EA AMP/SWT/BKR SET-UP '---SOLAR '---... I I I I
1 PH .25 3 PH RAMADA. CABANA ' J I I I I
REMODEL/ALTER PER CIRCUIT A FENCE OVER 6' \ c.._ I I I I
TEMP POLE 200 AMPS /0-.!:.. TOTAL MOBILE HOME \ MICO -FI LM 'I. I I I I
OV~R 200 AMPS \. I I I ; .IA
TEMP OCCUPANCY (30 DAYS} ' ~'T'RON~ Mh'T'Tr'\N • I I 1"f/'(
T<::<::11P ?.()() \ I I t . I
TOTAL ELECTRICAL 193 , TOTAL FEES PAYABLE I .tltctv': ~ CONTRACTOR I I
I HAVE CAREFULLY EXAMINED THE COMPLETED .. APPLICATION ANO PERMIT. AND DO "AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER SCHOOL FEES~.//~~ HEREBY CERTIFY THAT ALL INFORMATION HEREON IS TRUE AND CORRECT ANO I s·-o .. DEEP AND DEMOLITION OR CONSTRUCTION O F
FURTHER CERTIFY AND AGREE IF A PERMIT IS ISSUED; TO COMPLY WITH ALL CITY , UCTURES OVEE~3 RIES IN HEIGHT 5--COUNTY AND STATE LAWS GOVERNING BUILDING CONSTRUCTION, WHETHER
_;,y • J/A '~~A ,.A~
SPECIFIED HEREIN OR NOT. I.ALSO AGREE TO SAVE INDEMNIFY ANO KEEP HARM-
I~ , -LESS THE CITY OF CARL SBAD AGAINST ALL LIABILITIES, JUDGMENTS. COSTS ANO ,,~ . EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE I I I
OF THE GRANTING OF THIS PERMIT. ~ OWNER□
! ~ ~
~ j:::
lrl 0..
V') ~
~!CANT'S SIGNATURE" -CONTRACTO_R~~V 017~Ql. ·-DATE~
--Pf-I' AGENT D BY PHON~ [ l -' .... ..,,
---
SITE
ADDRESS: -~
' ;
INSPECTION DATE, fNSPECTOR
WOOD FLOOR
FOUNDATION• FORMS• SET BACK• TOILET
UNDER FLOOR PLUMBING
UNDER FLOOR HEATING
OK TO INSTALL SUB FLOOR
SLAB FLOOR
UNDER SLAB PLUMBING _.
FOOTING • FORMS• SETBACK • TOILET
OK TO POUR CONCRETE
FRAME
ROUGH ELECTRICAL
ROUGH PLUMBING
ROUGH HEATING/VENTILATING
FRAME OK • PLACE INSULATION
INSULATION OK • PLACE WALLBOA~D
WALLBOARD OK • PLACE TAPE
EXTERIOR LATH OK• PLACE STUCCO
FIREPLACE
DAMPER 8: STEEL
PLATE TIES/HEIGHT OF CHIMNEY
OTHER
TEMP POWER (POLE)
SEWER
GAS TEST
SWIM POOL • ST EEL BONDING
• PRE DECK
• FENCE PREPLASTER _,..--..._
SHOWN • FRAME I , I
• PAN r '-J
FINAL INSP BY BLDG DEPT l, h :A ~
OTHEf3 DEPT'S REQ COMPLETED I ' ,. V' -
ELEC METER-PERM-TEMP
GAS METER-PERM-TEMP
. . ' ·" •
CERT OF OCCUPANCY l~UED
OWNER: .
FIELD INSPECTION RECORD
INSPECTOR'S NOTES
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PERMIT NO: 9,fJ -!3,,t q
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ESGIL CORPORATION IEC207!
9320 CHESAPEAKE DRIVE, SUITE 122
SAN DIEGO, CALIFORNIA 92123 IL COR-P0R.A1fl0
RESIDENTIAL ENERGY LAW STATEMENT OF PLAN CONFORMANCE PLAN CHECK NO.
Effective July 1, 1978 every proposed residential building must be designed to comply with
the State Residential Energy Conservation Law before a building permit can be issued.
Section A or B of this form m~st be completed for each residential building permit applied
for .
A. STANDARD DESIGN STATEMENT
I have reviewed the p~ns being submitted for the proposed residential building at
1 YJ!l /) N/tbr-)t(Q $ (site) for ~, IO tt'J. ~e.~e-(owner) and the design
su mitted substantially conforms to theollowi g State Energy Conservation Standards
mandated in CAC Title 24, Sections T20-1401 through T20-1414.
1. Total window and skylight gla:ing does not exceed 20% of the gross floor area.
2. Ceilings, walls. and floors comply with the prescribed amounts of insulation.
3.
4.
5 .
Electric resistance space heating does not exceed 10% of the annual heat load.
No electric service water heating proposed.
eled swimming pool heaters.
rf~r / ro re, J.,-J_M t!O!-' ~ tlJ/;<>µ 31 '69 :2 ~
Licensed as 8 I State of CA License No.
B. ALTERNATIVE
I have reviewed the plans and the required supportil}$ calculations _~d data bei~g
submitted for t"le proposed residential building at o/...'11£ tlif<?l Qh<l{a9t'site) for
~, ~rw~:e \-ft (owner), and the design submitted substantially conforms
by the alter ativeesign method to the State Energy Conservation Standards mandated
i n CAC Title 24, Sections T20-1401 through T20-1414.
Check all items submitted to document compliance by the alternative design method.
Items I through 4 are required for alternative designs affecting the building envelope.
r,::--------7 10 Form 1 -1 Project Date Summary
I I lO Form 2 -i Hourly and Annual Building Heat Loss Rate
I I 10 Form 3 -I Heat Transfer Coefficient, Proposed Construction Assembly
I I
!Q:~r~~---J Alternative Design Summary O Forms -Life Cycle Cost AnaJysis for HVAC Systems (Electric Resistance Heating)
O Form 6 -Life Cycle Cost Analysis for Service Water Heating
0 -Statement for Swillllling Pool Water Heating System D Specify Add i tional Supporting Data Submitted ________________ _
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IEc206 I
TABLE NO. 25-P -NAILING SCHEDULE
TABLE NO. 25-P -NAILING SCHEDULE
CONNECTION NAILING•
Joist to sill or girder, toe nail 3-8cl
Bridging to joist, toe nail each end 2-8d
l " x 6" subfloor or less to each joist, face nail 2-8<l
Wider than l" x 6" subfloor to each joist, face nail 3-8d
2" subfloor to joist or girder, blind and face nail 2-16d
Sole plate to joist or blocking, face nail 16d at 16" o.c.
Tup plate to stud, end nail 2-16d
Stud to sole plate, toe nail 4-8d
Doubled studs, face nail 16d at 24" o.c.
Doubled top plates, face nail 16d at 16" o.c.
Top plates, laps and intersections, face nail 2-16d
Continuous header, two pieces 16d at 16" o.c.
along each edge
Ceiling joists to plate, toe nail 3-8d
Continuous header to stud, toe nail 4-8<l
Ceiling joists, laps over partitions, face nail 3-16d
Ceiung joists to parallel rafters, face nail 3-16d
Rafter to plate, toe nail 3-8d
l " brace to each stud and plate, face nail 2-8d
l " x 8" sheathing or less to each bearing, face nail 2-8d
Wider than l " x 8" sheathing to each bearing, face nail 3-8d
Built-up corner studs 16d at 24" o.c.
1 Common or box nails may be used except w here otherwise stated.
2 Common or deformed shank.
3 Common.
4 Dtlformed shank.
5 Nails ~paced at 6 Inches on center at edges, 12 inches at inter•
mediate supports ( 1 0 lncl,es at intermediate supports for
floors), except 6 Inches at all supports where span• are 48
inches o r more. For n ailing of plywood d iaphragms and shear
w alls refer to Section 2514(c). Nails for walls sheathing may
be commo'1, box or casing.
6 Corrosion resistant siding and casing nails.
7 Fasteners spaced 3 inches on center at exterior edges and 6 inches
on center at intermediate supports.
a Galvanized roof ing nails with 7/16-inch diameter head and
1 :',-inch length for Y,-inch sheathing and 1 ¼-inch for 25/32·
inch sheathing.
9 Galvanized staple with 7 /16-inch crown and 1 Y.-lnch length for
Y,•inch sh eat11ing and 1 Y,-inch length for 25/32-lnch sheathing.
TABLE NO. 25-P (Continued)
CONNECTION
Built-up girder and beams
2" planks
Particlebo:i'rd: s
Wall Sht:athing ( to framing):
¾"•½"
¾".;4"
Plywood:~
NAILING'
20d at 32" o.c. at top
and bottom and staggered
2-20d at ends ,md at
each splice
2-16d at each bearing
6d3
8<l3
Subfloor, roof and wall sheathing ( to framing):
½" and less 6d2
8<l3 or 6<l4
8d2
10d3 or 8d•
tr8 II-¾. 11
¾"-1"
11/s"-l¼"
Combination Subfloor-underlayment ( to framing) :
¾" and less 6d4
8d4
10d3 or 8d4
%"-1"
11/s"-l¼"
Panel Siding (to framin!()
½" or less
¾"
Fiberboard Sheathing: 7
1/2"
6d"
8d"
:'\o. 11 ga.8
6cl3
'.'lo. 16 g.i.9
:S:o. 11 g,1.8
1id3
:'\o. 16 ga.9
PLYWOOD FLOOR AND ROOF SHEATHING WILL COMPLY WITH THE FOLLOWING:
TABLE NO. 25-R-1 -ALLOWABLE SPANS FOR PLYWOOD SUBFLOOR AND
ROOF SHEATHING CONTINUOUS OYER TWO OR MORE SPANS
ANO FACE GRAIN PERPENDICULAR TO SUPPORTS 1
1100,
PANCL PLYWOOD MAXIMUM
IDENTIFICATION TMICXIIESS SPAN LOAD (IN POUNDS FLOOR
INDEX' (Inch) (In lnchtsl PU SQUARE FOOT) MAXIMUM
u,11 Ed111 Total Lin SPAN 4
Blocked Unblocked LOld Load (In Inches)
12/0 iJ11i 12 155 150 0
16 '0 ~ lfi, J/R 16 95 75 0
20,0 ~'10, 3~ 20 75 65 0
24/0 3~, ~~ 24 16 65 50 0
30/12 .,. 30 26 70 50 125 ·,~
32/16 ;'2, 5~ 32 28 55 40 16
~,6/16 :11, 36 30 55 50 16
42/20 :'•Q, 3~, ';' ~ 42 32 40 35 20
48/2--1 ¾. -~ 48 36 40 35 24
1 These values apply for Structural I and 11, C·C and C-D grades
only. Spans sh all be limited to values shown because of
possible effect of ~oncentrated loads.
4 Plywood edges shall have approved tongue and 9roove 1olnts or
shall be ;upport~d with blocking, unless ¼-inch minimum
thickness vnderlayment Is installed, or finish flocr is 25/32-
inch wood strip. A llowable uniform load based on deflection
of 1/~160 of span is 165 pounds per square foot .
5 May be 16-in ch if 25/32-lnch wood strip flooring is installed at
right angles to joists.
TABLE NO. 25-R-2 -ALLOWABLE LOADS FOR PLYWOOD ROOF
SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND
FACE GRAIN PARALLEL TO SUPPORTS 1
T HICKNESS NO.OF SPAN TOTAL LIVE
PLIES LOAD LOAD
STRUCTURAL I ½ 4 24 35 25
½ 5 24 55 iO
Other grades ½ 5 24 30 25
covered in UBC 5/8 4 24 40 30
Standard 25-9 5/8 5 24 60 45
1 Edges shall be blocked with lumber or other approved type of edge
supports.
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r ""DSIZE .,. nF •1 M n l\f t"nN OF !I~ Ml' •t HI' 1-;, HF CO N HF 2400 F 2100 F 11,50 F 145n I' 1200 I" :-=..."°:°~"'::.'::,•::•~.;~--
I TOPCHORD ~v 1,, •u., •• 'Iii.' a■ '6' A• ~~::..:.:.~:':t':"~=anclPftMdldbroct.l
2X 4 31' 11• 30' 'I' 271 11" i!'' 6" 27' 5" 211•10• 32' 5• 31' 11• 29' 6° 28' i!" 27' 5° ~==::.:--..!:;'::.:;.:._';.,,~,-=--r a.c.nI:i.-n.1ol./120betwN,'I~
BOTTOMCHO. :>X 4 36' II" -.3• :,• 27' 11 16' 01 12' 6" 211' 7• ;,3• 3• 361 11° 361 5° 32' 7• 27'11° i:=':.':.-::;;1-..,_,_. •
I WEB MEMBERS 21' STANDARD OR STUO GRACE tEM--F"-#2 t-EM-FIR OR AS NOTED OH OESK3N 1~ t:: ~ =~.,... lhollifl.••
' :ova STANDARD 011 STUD Gl!ADE HfM•FtR 1"011 111!:B MEMB!IIS :,l"AN TO ~I> -s• SPACED 2a,o• O,C,
PEAK JOINT DETAIL A" e•
i!X6 R4 ,0X6,0,T46 36'. a• 2.0 f .o, II
2X6 114,0X4,5,T54 30' o• 2,0 ,O, a
2X4 114,0Xll,5,T44 32' 5• i!,O ,0, II
B2
OFF PANEL POINT SPLICE (T~)
i!X6 1111,0Xll,5,Tell TO 36' a•
2XII IIZ,IIXll,5,T2,5/4 TD 32' 5•
PANEL POINT SPLICE CTJ~)
i!X6 114,8X6,0,T56 TO 36' a•
i!X4 1111.ax,.o,TSII TD 32• 5•
NO SPLICE
RI ,613,0, U/1 ,5
lll,U3,0,T3I
TO 36 II"
TO 30 o•
TO 211 O" ,IIX3,0, T31 -TJ2
¼''
81
PANEL POINT SPLICE (BJZ)
A4,8X6,0,T56 TO 36 a•
Rll,IIX6,0,T54 TO 30 o•
11a.ox11.5,T4• TO 2a o• NO SPLICE
112.11x11.5,T2,5/II TO 36~ a•
R2,4X3,0,Tl,5l4 TO la' o•
11,0112 PITCH 4/~ CONFIGURATI ON
LL+Dl ON RODI"• 30,0 PSF
DL ON CEILING• 10,0 PSF •
TOTAL DESIGN LOAD• 40,0 PSF •
• 5 PSF CEILING REDUCTION TA~EN,
AXIAL STRESS ONLY
LOAD DURATION INCREASE ■ l 025
MAXIMUM TRUSS MEMBER FORCES REACTION• 1260
T I
T i!
•29111
•2522
B I
B 2
27611
1851
SPAN T◄
DOUG•FIR
R2,IIX7,5 TO 31,i 11•
Ri!,IIX6,0 TD 30' 1,•
RZ,IXl,5 TO 23i 1•
DOUG•FIR
T38
TZ,5111
T2,5/6
T2,514
TO 36' 11•
TO 35' 7"
TO 21,•11•
TO 111' 3"
W I •561, w 2 764
SPIIUCE•PINE•FlR
R3,2X7,5 TO 31,' 11•
A2,IIX'l,O TO 31~ 2' RZ,IIX7,5 TO 27' 6' R2,11Xf,,O TO 22; 5•
112,IIXll,5 TO 17' o•
SPRUCE•PINE•I' R
T38 TO 3& II'
T2,5l8 TO 33 o•
l2,5l6 TO 25 n• Ti!,5/4 TO 17 o•
,,,,,,;~~'',,, r,~~·;;t}ti
\.~:,~/ ,,,.,, .. ,,.
Symmetrical
About
Centerline
OFF PANEL POINT SPLICE (82)
R2,&X6,0,T2,5/6 TO 361 II'
112.11x11.S,T2,5l4 TO 30' o•
,,.,..AL 0CNIIICTOM t M.,, .. d p,wne ~ 20 and llga. tt ___, ... 1111111 eN1 .. ~ • ~ FILE NO.,
DAT£,
IIEf.,
T •3&•11,0• 40• (241 11/3 ldRlilltie ~"' p,e111 n : 11a111,-... ""· .12'•L41•· IDf9. r ...... pundlld ... ,.,halt., .10''d5'' o.c..,... .. 1n .,._
!!:,m ~ by p,11111: ....,: 10 ..... p.-~ •. 10''x.32'' D'llf-T.-h .. punctled IIIO pa Mle • .25''a.7&'' o.c. Hoa .. 1n ..._
~~bf,,..'"M'l!ll•----FWOmCOfflldlar ... __.,lwd..-ol_,.__,,.._OINllad.
DIGITS aac:An. IIZI 0/1 P'l.ATI: .. INCHES.
~ stwlti.ol~g,--,..,.. .. ncltld.(Oougl.NAr1n1y
11111~---~-apec::,li,lld.)
..i1dlli ...
TRWWAL 1/22/80 SPF S•Z5•711 DU.BY: JK CIL rt:
• T v., 1,845
POlffllillNQ: .......... .....,Gf'l ....... oflnaaNlpllclN• .... ~a::irdda .... ~---~nollld.
ttS&aa '"G~ lrdcMes 11 ga. 1110Ck .-ct. M o1t-.ts .. 20 ga.
~bM6c:dNign..,......__,_C.8.0,AR4'tttf7endAR#1-.
............ SISl'EMS
a signocle c:ompan,
TOP CHORD
BOTTOM CHO.
WEB MEMBERS
214 • (.)
IINIMUM GAADE & SPECIES
:IZE) ss DF I
l2x 4
l2x 4 1011• 11• !05• ti• !39' ••
2114 STAHOAAD 0A STUO OAAOf HEIi-Hi. --,,u HEM-FIA 0A Ml NOTED ON DESIGN
STANDARD OR STUD GRADE HEM•FIR FOR ~EB M!M&ERS
1 LATERAL BRACING ~EQIIJREO FOR SPA N > 31'
2 LATERAL BRACINGS REQUIRED FOR SPAN> 45'
OFF PANEL POINT SPLICE (Tl)
2X6 R4,0X1,0 0,T46 TO 48' 8" 2X& R4,0X4.5,T44 TO 4zi o• PEAK JOINT DETAIL A" s•
48' _ft_•
OIJalW.NOTU:tlftMI..,......~
1 ~-~--~ol--~c:itn"ac1CW 2 Mbrmng.~ .. lndpe,m.,m,_ .... to,c.stobe~andp,tMdedbyotws 3. O..V,, Na"'1N -..., cic:n:111or,· o1 ... in nona)ffl)loWI .-,or,rna11
• llMign...,,,... .......,t,,aang • 3' oc: ~dvd. 12• ocbonotndloro :.=::~~-= 0,.,...,,.........
7.~(hNQII-~ &113c:onlh.o.a ___ br..-ig ___ llhol.ft.•
,i. =-~ = ~.....,. thcMn ••
SPAN TO 48' 8" SPACED 2•.o• o.c. 40 0112 PITCH 4/4 CONFIGURATION QIMENSION "C"
LL+OL ON ROOF: 30,0 PSF
OL ON CEILING z 10,0 PSF •
TOTAL DESIGN LOAD• 40 0 0 PSF •
• 5 PSF CEILING REDUCTION TAKEN, AXIAL STRESS ONLY
LOAD DURATION INCREASE• 1~25
SPAN < 2d
Z42'011 3. 2511
421011 <481811 3. 25"
48'8"~601011 3,.511
ao•o":;i:7010" 3.511
2x6
3. 25"
3. 5"
4..5"
fi.O"
2X6 R4.8X7 0 5,T58 CS' a• 3.5 a.a, 5 2X4 R2,CX4 0 5,T205/4 TO 32; 9• MAXIMUM TRUSS NEMSER FORCES REACTION• 1680
B"
2X6 R4 0 8X6 0 0,T56 42 ' 2X6 1140 0X&0 0,T46 36'
2X4 R4 0 0X4 0 5,T44 32'
2X4 R3 0 2X4 0 5,T34 24'
See Below for
Size (W3)
o• a•
9•
o•
B2
2.0 o.s,
2.0 4.0,
1.5 o.o,
1.s 3.2,
1/4"
PANEL POINT SPLICE (BJ3) R4 ,8Xt 0 0,T5t0 TO 48' 8"("3•2X4)
RQ,8X7~5,T58 TO 42' 0•(~3•2X4)
R4,8X6,0,T56 TO 36' 8"(•3•2X4) NO SPLICE
R2o4X7 0 5,T2,5/8 TO 48' &•(-3m2X4)
5
Q Q
3
Symmetrical
About
C<!nte<1ine
OFF PANEL POINT SPLICE CB2)
R4,0X70 5,T510 TO 48' 8"
R4 0 0X70 5,T4& TO Cl ' o•
R3 0 2X60 0,TO TO 31,i e•
PANEL POINT SPLICE (TJ~)
2X& RS0 &XT,5,T58 TO 48' 8"
2X6 R4,IIX6.0,T56 TO 42' o•
2X4 R4,8X&.o,T54 TO 32; ••
NO SPLICE
IIZ0 4X6,0,T20 5/II
112,4X4,5,T34
,4X40 5,T2,5/4
T.12
TO O; 8°
TO 421 o•
TO 36; 8°
PANEL POINT SPLICE (BJZ)
R4,&X9.0,T510 TO c8' 11•
R4 ,&X7,5,T58 TO 42' o•
RC 0 8X6,0,T56 TO 36' &•
NO SPLICE R0.8X3,0,T31 TO 48' e•
Bl
T 1 T 2
FILE NO.: TflUIWM. COlllaC'l'IIIII, M. ......... ...-, 20 8"d 11 ga •• ...,... .,_. 1111111 ..S --~-talDra::
Mllllt.ZO~bJpwb-T"):l ..... ,.., .... ln.,.12''a.41''10ng. r.-.. ~tNparhalilll.10''a.2$''o.c.HdN .. inlre.
•3966
•2648
8 I
8 l
3762!
3762
,SPAN TO 411 i
0
R3.2x,.o
R3.2X1 .5
Ri!.09,0
Ri!0 4X1.5
R2.4X60 0
UG•FIR
TO U; 81
TO 43i 8"
TO Cl'II" TO 36;11"
TO 2t'II"
OOUG•FIR n,o TO 48' 11• ne TO 41' 9• u.,,e TO 34' ti•
T2.5/6 TO 2'' 5 1
Tl.5/c TO 17; ti•
Ill I I 20 Ill 2 •1323
II 3 976
SPRUCE•PINE•FIR
R3,2X105 TO 48; e•
R3,lX90 0 TO 43i 2•
IIJ.2X7,5 TO 36' t•
R2,4X90 0 TD 30' 8°
R2.4X1.5 TO 27' I"
SPRUCE•PINE•FJR
T312 TO 48' 11•
T310 TO 48; 3•
T311 TO Jei10•
T2.5/8 TO 32' 6•
Ti!,5/6 TO 24; 7•
DIQrTS ICICATl IIZI 0, PUTI .. 1MCMU.
DATE: T •48•4•0• •o• Cl•l 4/4
1122180 sP, ~(...._.~,....~,:10 .... ,-aq.in. .. 10''a.S2'' ... T_,. .. ...,.._._..,helltel..25"a.71"o.c.HdN .. inllfw. wmul: ShtlbealffWWl'IUfflg,a&~•naled (t>augl,MFirnwy
be ..aitMd ---~-..,.._,
AEF.: S•25•1 a DU. BY:J~ Cl(. av: ~~ti,-~~ ·•---R-5000~ ........................ omllld.
~:,._. .......... °"ball .... alnia ........... ~canadt---........ __.....----nolld. tt&u11a"'G-~ 1e,a.tl0d!UNG.Moe.. .. 20,-.
tFor bNic dNlgr'I---. -1.c.1.o. AA#1101 and AR#t...._
T414 • ·-..: ....•.. ·--·--..-.s-,6·-·-----· -
(,~~ ,,,,,u,,,,
.-.dill~ TRUMAL ........ SYSl'EMS
a s,gnode company_
•' ~
.. ------------------------~-----------:-~-----------------------------'----""! I TO 24'-0"== SPACJ.:O2'-0"o.c. LUM!!lt SHALL BE Of MINIML"-\1 GP.ADE & SPEC!E fOR TRUSS SPANS AS NOTED BELO_w__:_(_DouRIU Fir m>y be substituted "'here Hem·fir ls o,cl/ied.)
,MOW I D!-<'S. S!l.. STR.j SEL. STR. I ON s, No. l J No. l I DNS. No. 2
512! OOUG.flR _J ~_y_g~nR _ DQ!JG,_n!L_ ____I:9UG_._fl!\_ I DOUG.FIR
No_ 2 CONST. I Sf!., STR. No. l No. 2 1 CONST,
DOUG.FIR DOUG.FIR HEM•nR HEM-FIR HEM·FIR HEM·FIR
70P CHCI\D 2'C6
2_-s_4
2-1' -0"
2-l'-0"
2-l'-011
24' -Orr-
=-OTTCM Cl-ID. 2,:&;
·},_± I ~O'-:a:2-4'-011 4'-Q" 23'-9" I 21° -2" I 11• -3"
·• <3 ME~ISERS I:.,, STA'."DARD GRADE HEM-FIR, 2xJ -~ HEM-FIR OR AS NOTED ON l>ESI_Gr-1_
~OTiS.:
1 .. 'i.U bucing. temporuy and pcrr:unent, to tul.s-t
htcul fo:ccs !O be dc,igned and p1ovided by others.
'2. Dc:sisn, wumcs lateral br.ic.iag at maximum 31•0• o. c. Top
O.ord L°1d 1.2••0• Bottom Otord unlcn other..,dse ,pecH!.ed.
?. :!.x3 C.Oc.d..:iiuou.s Lateu.! Bracing u shown*.
2x6 TC R--lx4, 5
2x4 TC R-3. 2x-l. 5
R-·L 8x6 (Spl)
1/•" R-2.-l,;6(NoSpl)
I
or higher
Alt. Splice
2x4
Symmetrical About Center line
R-2. 4x3
1/4"
CAMBER TO 1/4"
R-2. 4x6 -24'-0"
R-2, 4x4,5 -201-211
~,le >10: T -2-l --1 --10 (4/2)
'.Ja!e: 12 /1/74
'le!.: R -S-25-l Des. By: :\1 Ck. Sy:'-'; '
TAUSWAL CONNECTORS tt R·S,. u• of prim• ~•lity 20 •nd 18 QI. f galvanized sheet I.Ml end 1r1 distingvi,hed-H lcl~a:
~ t 1nd1C1!ed bV Dfefix 'T'): 8 •~•~h per sq. in ... 1 :r x .4, .. lor:g. T &el~1re punched two,,., hot a a, .1cr • .25" o.c.. Hole,.,,~ line.
~ltfld•cated r,,,p,efi•"O''): 4 tMth per sq. H'I., .25"• .40"' long. Two teeth per hole.71'' o.c."\'rth holffroteted90"'fromoneer,oth.,.
R.•50001ind.ce:tc by prefix "R"J; 10 teethoer SQ. In., .10'" x .:12" long. Teeth ere punc:Md tw0 per hole 11.25'" x .75" o.c. Ho,le,1re l~tin,. :!!!.:. S1fie1 1ft a0oc11! R-SOOO connec:'!on with every thitd row of teeth end holfls omit!ed.
LOADING DIAGRAM
LL+DL/ Roof = 30 psf
DL/Ceiling = l 0 psf
FORCE DIAGRAM
POsm0N.ING: ~te, ah.r. be toc•l<I O'I ~ t,c:es ol truse a""3 P'ilCeCl
ao mait 0et1tertines UJonr:t'lt •. th ,c;.,-. centertne, unless o.;,e,w¢e noled.
OIOTTS INDICATE SQ£ Of PlATEIN lNCtES.
#Suffix-a .. 1n01C11es 1e ga. s10Ck usea. All otnerJ a,• 20 ,a.
t!FOfDeSicdesJgn\t'alJtS,sMLCBO AR.-1l!07ar'Cl'RR 11469.
34 0#
d f 3506
~2961 3 2 b I
...__ l I
I ~ a
23H e ,
231--111 Clear Span
2
: :J b :;
a -
~.?7--··:-~ -
TAUSWAL II ANAHEIM
AON EL DETROIT VVVV\J ATLANTA
i
ESGIL CORPORATION
MINIMUM CONSTRUCTION SPECIFICATIONS
These are minimum specifications established by the Uniform Building Code and shall not supersede any
more restrictive specifications sh~wn on the approved plans.
A. FOUNDATION AND UNDERFLOOR
1. Concrete for footings shall have a minimum compressive strength of 2000 psi at 28 days and shall
be composed of 1 part cement, 3 parts sand, 4 parts, of 1" maximum size rock, and not more than
7½ gallons of water per sack of cement. (Table No. 26-A.)
2. Wood and Earth Separat ion. Foundations supporting wood shall extend at least 6" above the ad-
jacent finish grade. (Sec. 2907(a) .) Provide 18" clearance under wood joists and 12" clearance
under wood girders. (Sec. 2517(c)2.)
3. Concrete Slabs. Slabs on grade shall be at least 3½" thick. (Sec. 2623.)
4. Treated Wood. All foundation plates or sills and sleepers on a concrete slab, which is in direct
contact with earth, and sills which rest on concrete or masonry foundations, and wood joists closer
than 18", or wood girders or supports closer than 12" to the ground shall be pressure treated
wood or foundation grade redwood.
5. Anchor Bolts and Footing Sills. All footing sills shall have full bearing on the footing wall or slab
and shall be bolted to the foundation with ½" x 1 0" bolts embedded at least 7" into the concrete
or reinforced masonry or 15" into unreinforced grouted masonry. Bolts shall be spaced not t0
exceed 6' on center with bolts not over 12" from cut end of sills. (Sec. 2907(e) .)
6. Underfloor. Vents. Underfloor areas shall be ventilated by openings in foundation walls. Wall
openings shall have a net area of not less than 1½ sq. ft. for each 25 linear feet of exterior wall.
Openings shall be arranged to provide cross ventilation and shall be covered with corrosion-resistant
wire mesh of not less than¼" nor more than½" in any dimension. (Sec. 2517(c)6.)
7. Underfloor Access. Underfloor areas shall be provided with a crawl hole not less than 18" x 24".
(Sec. 2517(c)2.)
B. WOOD FRAMING
1. Lumber. All joists, rafters. beams. and posts 2" to 4" thick shall be No. 2 Grade Douglas Fir-
Larch or better. All posts and beams 5" and thicker shall be No. 1 Graue Douglas Fir-Larch or
better. (See item B 14 for lumber grading requirements for studs.)
2. Wall Bracing. Every exterior wood stud wall and main cross partition shall be braced at each end
and at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. (Sec. 2518(9)5.)
3. Cross Bridging. Floor joists and rafters more than 12" in depth and spanning more than 8 feet
shal l be supoorted laterally by bridging at intervals not exceeding 8 feet. (Sec. 2506(9) .)
4. Provide blocking at ends and at supports of floor. joists, and for rafters at exterior walls.
5. Pro,,ide blocking at ends and supports of rafters more than 8" in depth.
6. Provide solid blocking at ridge line and at exterior wa lls on trussed roofs.
7. Douole Joists. Floor joists shall be doubled under bearing partitions running para I lei with the
joists. (Sec. 2518(d)5.)
8. Rafter Purl in braces to be not less than 45° to the horizontal. (Sec. 2518(h) 5.)
9. Rafter Ties. Raf:er ties shall be spaced not more than 4 feet on center where rafters and ceiling
joists are not parallel. (Sec. 2518(h)4.l
10. Provide '/2" minimum clearance between top plate of interior partitions and bottom chord of
trusses.
11. Provide double top plate with minimum 48" lap splice. (Sec. 2518(9)4.)
12. Nailing will be in compliance with Table 25-P.
13. Fire blocking shall be provided for walls over 10'-0" in height. (Sec. 2517(f)), also for horizontal
shafts 10'-0" o.c .. and for any concealed draft opening.
14. Studs. In one-or two-story buildings, studs for exterior walls and interior bearing walls shall be
not less than 2 x 4 at 16" o.c. Studs for interior non bearing partitions may be 2 x 3 at 16 o.c.
Studs 2" -4" thick and 2" -4" wide and not more than 8 feet long shal l be "stud grade" Douglas
Fir-Larch or better when supporting not more than one floor and a roof. (Sec. 2518(9).)
15. An A.1.T.C. Certificate of Conformance for glued laminated wood members shall be given to the
Building Inspector prior to erection.
C. GENERAL MATERIAL SPECIFICATIONS
1. Mortar Mix. Mortar to be used for construction of masonry walls. foundation walls. retaining
walls shall consist of 1 part portland cement, 3% parts sand and ¼ to 1/, part hydrated lime or lime
putty. Mortar mix with plastic cement shall be 1 part plastic cement to 3 parts sand .
2. Grout Mix. The mix for the grout shall be 1 part portland cement, 2-3 parts sand, 1/10 part hy-
dra~ed lime of lime putty, and 2 parts gravel. Grout shall attain a minimum compressive strength
of 2000 psi at 28 days.
3. Masonry. The masonry units shall comply with ASTM Spec. C90-70, Grade N, for hollow unit
concrete blocks.
4. Reinforcing Steel. The reinforcing steel used in construction of reinforced masonry or concrete
structures shall be deformed and comply with ASTM Spec. A615-68, Grade 40.
5. Structural Steel. Steel used as structural shapes such as wide flange sections, channels. plates,
angles shall comply with ASTM Spec. A-36. Pipe columns shall comply with ASTM Spec. A -53.
D. ROOFING AND WEATHERPROOFING
1. Wood Siding. All wood siding shall be placed over an approved, weatherproofing barrier. (Sec.
1707(a).)
2. Flashing Around Openings. Every opening in any exterior wall shall be flashed with sheet metal or
waterproof building paper. (Sec. 1707(b).)
3. Roof Covering. Wood shingle, split shake and composition shingle roots shall not be installed on a
roof having a pitch of less than 4 inches to ·12 inches. Tile roofs shall not be installed on a roof
having a pitch of less than 3 inches to 12 inches. Mineral surfaced, built-up roofing shall not be
installed on a roof having a pitch of more than 3 inches to 12 inches. (Sec. 3203(d) and Table 32-8.)
4. Weep Screed. A weep screed shall be provided for all exterior stud walls finished on the exterior
with stucco at the foundation plate line. (Sec. 4706(e).)
E. GENERAL
1. Attic Access. Attic areas shall be accessible by an opening not less than 22" x 30". With a furnace
in the attic, the opening shall not be less than 30" x 30". jSec, 3205(a) .)
2. Shower Enclosures. Shower walls must be finished to a height of 6 feet with a smooth, hard, non-
absorbent su rface. (Sec. 1711 (d) .)
3. Electric Meter Enclosure. Contact San Diego Gas & Electric Company, Customer Extension Plan-
ning Department, for meter location. All wiring must comply with the National Electrical Code
( 1975 Edition).
I acknowledge by my signature belo·N that these minimum construction specifications are part of the ap-
ans and that the construction will comply with these specifications or any more restrictive speci fi-
I
I
IN ERDEPARTMENTAL INFORMATION SHEET ftECEIVED
JUILDING ~EPARTMENT DATE: APR 2 1980
BUILDING ADDRESS : ~YI'>,... it~~ fr~ CITVOECARLSBAD
/. C _ ~cb-<>-;z./ =IF-/ Bulldln1 Department
'
PLANNING DEPARTMENT
ZONE Jr-} LOT SIZE LOT WIDTH ------'------------------------
UNITS ALLOWED ____ ----<-______ UNITS PROV I DED ___ / ________ _
PARKING SPACES REQUIRED )_ PROVIDED J_ ----"---------
~ COVERAGE ALLOWED PROVIDED --------~-----------------
,. B~ ILDING HEIGHT ALLOWED 3 5 PROVIDED -----')_"-')... _____ _
~RONT SETBACK:
ALLOWED J.. /J /
., I'. 7 PROVIDED _ __:_r_v ___ _
INTRUSIONS ____ _
SIDE SETBACK :
6. /
LANDSCAPE & IRRIGATION PLAN COMMENTS:
ENVIRONMENTAL PROTECTION REQ:
ENGINEERING DEPARTMENT J f.J). ~..)_J' CJ ~
REAR SETBACK:
It 7
R.O.W . WASTE J.i/A IMPROVEMENTS -<t•r' ---+7,c..,..____ ---=---'-'-------
SEWER CONNECTION -'--R---=----DRIVEWAY LOCATIONS ___________ _
GRADING PERMIT EASEMENTS JJ 8'"".....C.... DRAINAGE_O"""'--"-'K=----
LEGAL DESCRIPTION ----------------------------
ADD IT ION AL COMMENTS ___________________________ _
OK TO ISSUE:~ DATE l( ]--~
FIRE DEPARTMENT
SPFiliKLING SYSTEM ___________ FIRE PROTECTION EQUIP . ______ _
FIRE ALARM S ______________ EXIt}
• :::~T::::~N::MMENTS LOCATION (:RU!~~!~NI_ llBfJF REQUIRED .. -4t-• -85-sa:. a2aaau nae.
OK TO ISSUE: /a= DATE _______ OK TO FINAL ______ DATE ____ _
WA TER DEPARTMENT
REQUIREMENTS OF APPROPRIATE DISTRICTS MET ________ DATE _______ _
,
/ -I ,
John B. Fox • P.E.
SAN DIEGUITO ENGINEERING, INC.
CIVIL ENGINEERING
SURVEYING
SOIL TESTING
Stephen D. D1llemuth -P.E. AVENIDA DE ACACIAS
P 0 . BOX 2004 RANCHO SANTA FE, CA 92067
SDE 1914
April 16, 1980
James Elmore
2467 Unicornio Street
Carlsbad, CA 92008
756-1861 756-3064
Subject: Moisture tests and review of site with respect to
Original Soils Report, Unicornio Street La Costa,
Carlsbad, California.
Gentlemen:
In accordance with your request we have performed a moisture test
and site review on Lot 58 La Costa Meadows Unit No. 1, Map 6800.
We have compared the configuration of the site to Benton Engineerings
Original Soils Report project 68-11-23D, dated June 23, 1969. The
results of our tests and observations are presented herein.
Moisture tests we~e performed on the subject site and compared with
the Optimum Moisture Content obtained from a procter test performed
on a sample returned to the lab. The tests were conducted in
accordance with A.S.T.M. Test Method D-1557-70. The results of t he
tests are as foll ows:
PROCTER: Maximum Dry Density 1. 867 gm/cc
Optimum ¥oisture Content 12.0 %
MOISTURE TESTS: T-1 @ 18" 16.9%
T-2 @ 23" 14.8%
The approximate location of the tests is shown on the attached Plate
No. 1.
SDE 1914 16 April 1980 Page Two
Benton Engineering's Original Report spec~fied that moistures be
maintained from 1% to 3% over Optimum Moisture for the top 24 inches.
Test data indicates this requirement has been met.
The subject site shows some minor erosion around a drain at the
edge of the pad. With this minor exception the pad area appears to
be in the same cor.di tion as originally graded. This area should
be rebuilt with compacted fill and a downdrain installed. The
downdrain as shown on the original grading plan had not been installed.
This office has reviewed the Benton Engineering, Inc., report
referenced on Page 1, covering the site. In our opinion the
recommendations presented there are still valid, as no change in the
soil conditions has occured.
If there are any questions regarding this report, please do not
hes itate to contact this office.
This opportunity to be of service is greatly appreciated.
Respectfully submitted,
SAN DIEGUITO ENGINEERING, INC.
OHN B . FOX, RCE 26525
JBF/PH/js
cc: (4) submitted
EB£:P8 Re:-&> f QR ;
7fA/YJ6S £L/YlORE
&~~'7 LJ.N I C.ORt\JIO ST.
LR c.o..s,F) CA ,q ~O{)g
& APPROX, LOCATtOJ
OF MOIS TUl<E
SAMPL.€5
' J '
0T-I
Lt=GAL-
t...OT 51?
LI) COSTR /Ylr;:R.D6WS
()._Ni, , , MAP 6 eoo
SC AL.€ /11 r,::;j 50'
V/CL/\/ tTY MAP
NO SCAt....E:
/ C . -• ~
PREPARED 8'r'.
5 A/J DIE'GU. I TO L N GR
PO BO>< [;).004
RANCHO SANTA PC
(7 J L-/) 17 5 ~ -30(;, '-I
SDE / Cf 17
f>LATE I
ll/13/78
LEUCADIA COUNTY WATER DISTRICT
APPLICATION FOR SHJER SERVICE
Owner's Name
Mailing Address
Service Address:
Lucien Goudreau ---------
25211 La Estrada
Laguna Niguel, CA 92677
,;2 YI S Unicornio Stree-'--t _____ _
Tract Description: lot 58, La Costa Meadows #1
Assessor's Parcel No. 215-250-10 _.-=-:.,:::.._:=-::::__;_:=.._ _______ _
Phone No . 495 -5299
Sc•<1•-;:, "'~" • ... -7 ::I, t:::;,MfT ISSU!:J U;'ON
RE-CEIPT Or UlJiLD:NG Pc:~M?i,
l3U:LDING PERMIT MUST CE
APPLIED FOR .ny._Q.::-A -6Q.:..
Type of Building
Lateral Size: 411
single family No. Units l Connection Fee $ 600.00
611• 811 Saddle Easement Connection (1Jpe-pd ZOO.DO)
Extra Footage: __ @$ __ _ Extra Depth : ___ @$ __ _ 4-co.oo
Amount Rec Id $'.':'\,,oo .cP
Ck. No/Cash ·.xt 5eD
Date _g_ _-4 -9
Rec'd By @PW
Lateral Fee
Prorated Sewer
Service Fee
Total $L:£)n.co
The application must be signed by the owner (or his authorized representative) of
the property to be served. The total charges must be paid to the District at the
time the application is submitted.
If a service lateral is required , it will be installed by the Leucadia County Water
District. The service lateral is that part of the sewer system that extends froill
the main collection line in the street {or easement) to the point in th e street (at
or near the applicant's property line) where the service lateral is connected to
the applicant's building sewer. The applicant is responsible for the construction,
at the applicant's expense, of the sewer pipeline (building sewer) from the appli-
cant's plumbing to the point in the street {or easement) where a connection is made
to the service lateral. •
The connection of the applicant's building sewer to the service lateral shall be
made by the applicant at his expense.-The connect-ion must be made in conformity
with the District.'s specifications, rules and regulations; and IT MUST BE INSPECTED
AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT.
THE APPLICANT, OR.HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT TH E
TIME INSPECTION IS DESIRED . ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLL EC-
TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED
INVALID AND WILL NOT BE ACKNOWLEDGED .
The prorated sewer service fee is based upon the date the District estimates that
service will begin and covers the balance of the fiscal year. There will be no
additional fee or refund if service actually corrmences on a different date. For
succeeding fiscal years, the sewer service fee will be collected on the tax roll
_in the same manner as property taxes .
The undersigned hereby agrees that the above
to the conditions as stated. qz~ or~~
,iYl -:_ c ~,U'-,_~ L.~u.au/ ' t Owner's Signature .
information given is correct and agrees
k!)ClQ L AccJunt No.
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j O:rrttfiratr 11f ®.rr1z11a11r11 /,(~~\ t ~ r !J • ~i-·• P ~ C1TY OF CA 0 L~•1A D :_ ·.,?\fi'/i.") ~ ~ I I' ~ I, r;. ' '.· ,r V ;l> 3 This Certificate issued pursuant to the require.ments of Section 306 ~--·::·:.,-~
j of the Uniform Building Code ce rtifies that at the t'ime of issuance ~
~ this structure complies with applicable ord inances of the City ► 3 regulating bui_'ding construction use. ~
4 u Cl 'f' t ' Single :Family Dwelling Bid p . N 80-319 ~ ~ se ass, ,ca'°"--------------':..____ g. emut a,_______ r ~ R-3 VN 3 R 1 ~ ~ Group _____ T~pe Conslruc:tion _____ Fire Zone __ .;c__ ___ Use Zone -p
~ Occupant.Load________________________________ ~ ~ OwnerofBuildint:•~·· Bruyere 'Mdress 21 McHenzie ·.Glen, Greenwich, ~onn .
j 8 ·id· Add •:~415 ... Unic-ornio L 1. Car)sbad , CA. 92008 t ~ UI 1n9 resS • OCa tty ; r ~ ;.... A --~ ~ ------------------~'--~~c..=-=--1------£.,~~~~---~ j __________________ ::,~12-~ )i'·
~ NOTE: Alterations, c~arges, additions or changes of occuponcy ~
~ (Post in conspicuous ploce) ;:i,
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