566 Los Coyotes Dr.
TYPE OF PERMIT .C ITY
Reroof
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. BUILDING DIVISION
200 S. ANAHEIM BLVD.
(714) 765 - 5153
. INSPECTION REQUEST LINE:
(714) 765 - 4626
CENSUS CODE: 434
QIJARTER SECTION: 187
BUILDING PERMIT NO. BLD2005-00808
DATE: 3/25/2005
JOB ADDRESS: 566 S LOS COYOTES DR
LEGAL DESCRIPTION: N TR 10408 LOT 2
. APPLICANT:
OWNER INFORMATION:
Bernard W Karcher
566 S Los Coyotes Dr
Anaheim, CA 92807
CONTRACTOR INFORMATION:
RON PAVELOFFROORN<)
18666 BUENA VISTA AVE . J
VORBA LINDA, CA 92886 492'6
BUSINESS PHONE: 714931'3157
JOB DESCRIPTION:Tear off existing material, instan 2 layer 30# felt, 57squar,'s of eagie lite tile ICBO #4660.
VALUATION: 17;611,00 j PROCESSED BY: ENO
IOWNER.BUILDER;)ECLARA T101'l .
I hereby affirm under penalty of perjury that I. am exempt from the Contractcr';,:-License~ Law for the following reason (Sec. 7031.5 Business and'
Professions Code: any dty orcQuntywhich: requires a permit to construct, a!t(,~, impro~'e. demolish or repair any structure, prior to its issuance, also
requires the' applicant for,such permit tq 11le'8 signed statement that'ha is lice!~sed purslt_ant to the proviSions of the Contractor's License Law (Chapter
, 9)(coffir!lencing with Section 7000 of Division 3 of the Business and Profes$,,"';n:;;'Code) Of that he is exempt therefrom and the !>asis for the alleged
exemption. Any violation: of Se,ction7031.5 by any applicantfora perniit SUbj2'CtS the applicant to a civil penalty of not more'than five hundred dollars
($500).., .; .. . .
o I, as owner of property, or my employees with w'ages as th~ir Sole c.~mJX:nsation. will do the work. and the structure is not intended or offered for
sale (Sec. 7044 Business and Professions Code: The Contractor's licen~e L...w does-not apply to an owner of property who builds or improves .
thereon, and who does such wo'rk himself or herself or through his or,her o\vn.emproy~...:s', provided that sucn improvements are not. intended or
offered for sale. If, t:towever, the build(ng or improvement is sold with oneye"',,of oom\3!etiori. the owner-builder will have the bUrden of proving that he
did not build or improve -for the purpose of sale). . . ; .
o I, C!S the owner of the property,-am e?{duslvely contracting v:._ith licensed ',::6ntradors to construct the project (Se~ 7044 Business and ProfesSions
Code: 'The Contractdr's License Law does' not apply to' an owne~of property';'-/ho builds or improves thereon, and who contracts for such projects with,
~oniraGtor(s) licensed pursuant to the Contractor's Licen$€! law), .
U i am exempt under Sec. ' .,.6 &.P.c.. for this reason:
Date: . Owner: ' ,1.-
I WORKER'S COMPENSATION DECLAR~TION
I hereby affirm under penalty of perjury one ,?f the following declarations:
o '-have and will, maintain a certificate of mnsent to self insure for worker'.:, compen'sation,
as provided for by Section 3700 'of the labor Code, for the penormance oft\)~_wcrt<, for whim
this permit is issued.,. ^, -
,rx: 'ha~e a_!1d will maintain worker's compensation insurance, a~ ,requi~d b~~ Sect:on3700 of 3/25/2005
iThelabor Code, for the performance of the work for which this perMit is issut.J. Myworker's . Date:
Compensation insurance carrier and policy 'are:
Carrier: STATE COM'PENSATION FUND Policy Numb.er. 1652988'
ARCHITECT/ENGINEER INFORMATION:
LICENSED CONTRACTORS DECLARATION
I hereby affirm under penalty pf p~rlury' that! am
licensed under. provi" s cha ter 9 (cpmrpencing
with Section 70' .'IS' '30 he Business nd
Professions
EXPIRATION DATE
10/3112006
. .
This-s~tion need not ~ completedJfthe pennit is for one hundred doUars ($10(~! ~rles~.
,
~I certify that in the perforrnanceofthe work for which thts permit is issue.~..1 shall not
employ any person in.8 ny manner so as to become subject to the worker's c'~mpensation laws
_of California, and agree that if I should become subject to the worker's cgn1pt!1satlo!1
provisio!1sofSedion3700ofthe borCed /' sha fo \i '_nco p!YWitht~~)Se revisions.
a
NUMB
786691
TYPE
TYPE
C39
Hie
Date: 3/25/2005 Applicant:
WARN.lNG:' FAILURE TO SECURE R'S COMPENSA nON COVE" IS
UNLAWfUL, AND SHALL SUBJECT,J\N EMPLOYER TOCRIMINAL PENALTIES AND CIVIL
FINES UP TO ONE HUNDRED TH SAND DOLLARS ($100,900), IN ADD!J1ON TOTHE
COST OF COMPENSATION, D AGES AS PROVIDED FOR IN SECTION '1706 OF THE
LABOR CODE, INTEREST AN ATTORNEY'S' FEES, . .
L CONSTRUCTION LENDING AGENCY ,
l h~~~t:y ~ff;:-mJ..:..;;de; p;::"alty. vf-~;j\;-iI-rth5.: th;;,~-i5.a-cr...-,.;',.i"":ic'iivh ~.c,il<i;r.g.a;:":c-,..:;"ivf tt:.-;.
performance of the work for which this permit is issued (Sec.3097 .Civ.C):
Lender's Information:
Construcion Types:
VN. ;..
Fire Sp'rinklered?
NO
--.;....':-'"~::...~.-""
I certify that I have read this application and state that the above information is correct. I
agree to comply with all city ordinances and.state laws relating to building construclion. and
. here by hor.lz' r n of this city to enter upon the above mentioned property for
we Ion rpo
Date- 3125/20Q5
Fees paid for- Permit:
Total:
861.65
Signature of Applican or gent
T permit shaH expire by limitation and become null and void if the building or
work has not passed final inspection 365 days from the date of permit issuance. A
new permit is required to commence or continue work.
INSPECTION RECORD
INSpECTION DATE . INSPECTOR
Temporary Power Pole .
P1umbil)g (Om/nM/aste Pipe) .
EleCtrical Ground Electrode/Ute.
, SelbacklFormslTrenches(Footings )
Do not install sublloor or pour flOOr slab until the
. following applicable items have bwn. signed:
Plumbil)g (Water Pipe,Sprinkler Valves)
Mechanical (Groundwork) . .
Eleclrical(Undel'!lround Conduit) .
Pre-slab (\;ompactionlMembrane.Rei nt.) .
Underpinning (Floor Joist/Girders).
Do riot cover or conceal the WOIl< below until the
following applicable items have been signed:
1st Floor Shear. . . . ... ,
Firesprinkler (ROugh) . .
2nd Floor Shear . . .
. Roof (Sheathing/DiaPhragm/Frame)
Masonry (ReinfJBond BeamlPre-Grout)
Rough Plumbing (Top Out) .. .
Rough'Mechanlcal
Rough BectrlC all) . .
Rough Electrical .
Framing (Only after Plbg.:Elec.. MeGh.. and Fire)
Insulallon (SoundiEnergy) .. ,
po not tape or p/a~ter until thelollowing applicable . . ~
Items have beenslgned: . ... .~
Drywall . . . . .
Penetrations (Fire Rated) Electrical . .
Penetrations (Fire Rated) Mechanical ,.
Penetrations(FiN Rated) Pluinbing
Interior Lath . . "
Exterior Lath .
.. GENERAL ITEMS.
Exterior Plaster (Brown Coat)
T-Bar Electrical..
T -Bar Mechanical : . .
T -Bar Structural, . .
Sewer
Water Engineerh'g Backflow
. Water Service
FINAL INSPECTIONS . Date . Inspector
Electrical Final ..
Plumbing Final . . ...
Mechanical Final , .. . . ..
GasTest . . .. ..
Engineeriilg/Gradihg Final 765-6126 .
Fire Dept. Final 765-4040 ..
.
Water Engineering 765-5268 '
Sub List/Business License765.51~ .. . .
Zoning 765-5139 . ,
Building Final ~ast Inspection. Only "'liar(" 1"e<<4f .
fte! Above Complete)
. PARTIAL INSPECTIONS ~
. Mechanical hlsoections
PlumbinQ Insoections
Electricallnsoections
6\D"2.005> 'gU 'l:r
Ih..
LANGSTON & ASSOCIATES
S T Rue TU R ALe 0 N S U l TAN T S
"
March 28, 2005
City of Anaheim
Department of Building & Safety
200 S. Anaheim Blvd.
Anaheim, CA 92804
Re: Karcher Residence
566 LosCoydtes Circle'
Anaheim, CA 92807
Our office has been to the Karcher Residence and observed the existing roof sheathing. .
. .
The existing sheathing is '/2" CDXplywood(15/32:') w/8d nails @ 6" ole @supported
plywood edges and 8d nails @ 12" ole field nailing. The plywood appears to be in good
condition throughout. .
. TEL 714.836.8655
fAX 714.836.8087
1810 E. 16th ST.
SANTA ANA. CA 92701
. ~ I r'\? rff3? ~7Y)( ) Q-/l
. .. .. .. ......
. . . . . . . . . . . . . .
. . . . . . .. .. ..
..... .... .. ..
... . .. .. ..
. .. . .. . ..
LANGSTON & ASSOCIATES
1810 E. 16th Street
Santa Ana, CA 92701
(714) 836-8655
. ...
o 0 0
. . ..
o 0 0
. . . .
o 0
0 0 0 0 0
. . . 0 0 0 . 0 0 0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0
PROJECT: Tile Roof Addition for:
Karcher Residence
566 Los Coyotes Drive
Anaheim, CA 92807
Job # TlO05
.. . .. .
... ....
.. . ...
. .. .. ...
. .. ....
.. ..... .
CLIENT: . Ron Paveloff
18666 Buena Vista Avenue
Yorba Linda, CA 92886
THE l~~'''.:'':~ ~.. ...~".. :~~~l:" ;~::: ~';T
l,PPfiOVE \"IC~.X,' - c:-: t..;~'( c;= TLI~
BU!LDiNG C02,., TH~ !-WuiFR
Of THlS Pf.:~:;~.1-: :';',:t: P.;~:{
BUILDING CODE: Existing Framing pre U.B.C. 1997
New Construction U.B.C. 1997
HM~ :: .f ZUO:.;
MATERIALS, Except as otherwise specified herein:
Concrete 2,500 PSI at 28 days
Concrete Block Grade N. Ltwt. Unit, ASTM C-62
Brick Masonry Grade MW, 2,500 PSI Units, ASTM C-62
Reinf Steel 20,000 PSI (ASlM MIS, Grade 40)
Structural Steel 24,000 PSI (Compact) (ASTM A-36)
Structural Pipe 22,000 PSI (ASTM A-53, Grd. "B")
Plywood Sheathing D.F.P.A., Structural II, INTR. P$. 1-95
Glue Lam. Beams 2,400 PSI (D.F. - Larch, Comb. "A" or Comb. 24F
Lumber Grade Marked D.F. - Larch, W.C.L.B. Grdg. Rule 16
Soil Pressure See Foundation Plan for Complete Data
BUILD::.1G Dl\I!:).iOi'! CF~...N L:~ 'A ___
~dUD,) -oorc!t:.;~:1V[D .
DESIGN REFERENCES, including Charts and Tables from:
Lumber & Timber Wood Structural Design Data (Volume 1 National
Forest Products Association)
Manual of Steel Construction, AlSC
Reinforced Concrete Design Handbook, ACI: Ultimate
Strength Design Handbook, ACI
Masonry Design Manual, by Masonry Industry
Advertising Committee
Steel
Concrete
B
3-~~-(jS-
Date
PROJECT KARCHER RESIDENCE
FOR
RON PAVELOFP
LOCA TlON ANAHEIM, CA
ITEM
TILE ROOF
~
!;!
2><10
.24"0/<,
m>
U.N.D.
I
I
I
I
I
I
I
L_____
I
I
I
I
I
1
<;>
;g
12'-0"
Ib::NGstQN IOASsbw.1t'o 0 0 0 S~l NO.
0 0 0 I
STRU~~At; ~eN!IJ! f A~~. . .
. . JcJ3 ~O. TlOOS
%B1~E.:16TH tyREET: : . .
.
SAN A ANA, CA 92701 OATE
PH (714)836-8655 MARCH 23 '05
T FAX (71.)836-8087 E"GINEE"~
. L~T~GlNREACH.CiM . .
. . .. . . . 0 . . . .
. . . . . 0 . . . 0 . . 0
0 . . . . . . . . . 0 . 0 .
. . 0 . . . .
32'-0" 22'.-0" 14'-0"
.. . .. 0
. 0 0 . 0 0 .
.. . . . .
. 0 . . . ...
r-L--I-----'
1 ~ I I
I 0"0 J J
I ~~ I [
t--- -l I
I . I I
. mc14x155' I
22'-0"
FRAMING NOTES,
1. 2xlO RR . 24" ole, (SLOPED GUS)
LMAX '" 20'-1"
2. 4xlO RR . 24" ok
LMAX = 21'-3"
3. 2xl0 RIDeE
BRAcE. Q'-3"
4. 2xl2 Pl.JRLIN
BRAc..E . 12'~ro"
5. 4xl0 HIPNALLEY
BRACE. 16'-4"
OE(;.K . . 4xl2
--~--------------r--------
J I
I 1
I I
I 1
'i!'
I "p.<i 1 ~
I A~I':!l ',>l3
I . I"
I
....,---
I
'"
::
'"
".
...
. 6xl8x&'
6x.18x16'
~
"~~~
A", ~
.
4xl~16'
43'-0"
ROOF FRAMINe PLAN
NOT TO 5CAL.E
(DIMENSIONS ARE AI'FROXlfofATE)
b. 4xl2 6EAMS ARE ADEGlJATE
7. 6xI4xl5'-6" BEAM IS AJ?EGI)AlE
e. 6xl6 BEAM IS ADEGlUATE
q. 6x[6 BEAMS ARE ADEGUATE
10. 4x10x6' 6ARAlSE HDRS ARE ADEGUATE
II. 4x12x16' 6ARAcSE HDR. IS ADEGlUATE
~ CONTRAGTOR SHALL NOTIFY THE ENGINEER. OF ANY DI5c.REPANGIE5 BETWEEN THE PLAN' AG.llJAL CONDITIONS.
PROJECT KARCHER RESIDENCE
FOR
~ANGS'rDN~ AS~O;IA)~S : : :
STRU~WAS,.eot{;O'~T-1'j! ::
.18ft> ~ tSTH);TREE:: . . .
-SANTA ANA. CA 92701
PH (714)836-8655
FAX (714)83S-e087
~ . LAWWONOIt:lREACH.80M . .
RON PAVELOFF
LOCA nON ANAHEIM. c;,A
ITEM
TILE ROOF
ROOF LOADS
. . ..
.. .
. . . .
. .
. .
. .
. .
.
.. .
. . . .
. . . .
. .
TILE
SHEATHINiS
FRAMINiS
MIse.
DEAD LOAD
LIVE LOAD
TOTAL LOAD
.. . .. .
C.Rln!R~ :::.
. .. .. ...
F. . .. ~ .j2!)""pal
b .'-9re..... r
Fb l"ep = 1450 psi
deflection = L/IOO
q.O
1.5
1.5
0.5
12.5
Ib.O
28.5
PSF
PSF
PSF
PSF
RAFTERS ( 2xl0 0 24" ole) (SLOPED C.LiS)
W = 30.5 x 24/12 = bl plf
Lmox = [(1450 x 1.25 x 21.4 x 8) I (12 x bl})1/2 = 20b ft.
(bendtng)
Lmox = [q8.q I (2xI0-4x bl}]1I3 = 20.1 ft.
(deflectIon)
USE 2xl0 RAFTERS @ 24" ok - MAX SPAN = 20.1 ft.
RAFTERS (4x10 024" ok)
W = 28.5 x 24/12 = 51 plf
Lmax = [(1450 x 1.25 x 4q.q x 8) I (12 x 51)] 1/2 = 32.5 ft.
(bending)
Lmox = [230.8 I (2xI0-4x 51}]113 = 21.3 ft.
(deFlectIon)
USE 4xl0 RAFTERS @ 24" o/G - MAX SPAN = 213 ft.
RIDeE ( 2xl0 )
W = 30.5 x 11/2 = 2bO plf
Lmox = [(1250 x 1.25 x 21.4 x 8) I (12 x 2bO)] 1/2 = q3 ft.
(bendtng)
Lmox = [q8.q I (2xI0-4 x 2bO)] 113 = 12.4 ft.
(deFlectIOn)
USE 2xl0 RIDeE - ElRAC.E Ci> q3 ft. max
PURLIN ( 2xl2 )
W = 30.5 x 13/2 = Iqq plf
Lmox = [(1250 x 1.25 x 31b x 8) I (12 x Iqq)] 1/2 = 12.q ft.
(bending)
Lmox = [118 I (2x10 -4 x Iqq)) 113 = Ib.5 ft.
(deflection)
USE 2xl2 PURLIN - BRAC.E @ 12.Q ft. max
: ~~T NO. 2
~B:-O. TIOO5
DATE, I'1ARCH 23 '05
"'GINEFf ~.L.
.
.. .
. . . .
. . . .
. .
~ BEFORE
CUBe. Q4
PROJECT KARCHER RESIDENGE
RON PAVELOFF
LOCA nON ANAHEIM, (,.A
ITEM
TILE ROOF
~ANIlS'r~N:.t .slO~IAt. @s:::
STRUfN'Ahoo~~eTA~.~ ::
.1Bt> ~ 16TH)TREE'C: . . .
\AN'rA ANA, CA 92701
PH (714)'aJ6-BS55
_ FAX (714)B.36-8087
... . l~WONOlNREACH.QOU . .
: ~.T Ne. "
';>8 )Ie. Tl005
0/\ TE MARCH 23 '05
~GINEE"j ~.L
FOR
HIPNALLEY' ( 41<10 )
Lmox = [(1250 1< 1.25 1< 4q.q x 4) / (.I2e3 x 12 1< 30.5)J II> = le.e ft.
(bending) :..: :..
.. . ..
Lmox = [(I.1xIO. x 4 x 2301>) / (144 x 240 1< .01304 x 305)]"4 :=:,~ ft.: :
(deflection) . . . .... .
. . ..
.. .
. . . .
. .
. .
. .
. .
.
. .
. .
. .
.
.
. .
. .
.
. .
. .
. .
.
.
. .
. .
.
.
. .
.
...
. .
.
USE 4xl0 HIPNALLEY - BRAC.E.. leA ft. max
4><12 BEAM
L = Ie'
W = 30.5 x (;/2 + 2) = 16e pI!
M = 6004 "-ft.
R = 15/2 "
4
I, = 245 /n
B
5,=44/n
4xl2 BEAM 15 OK
4xl0 cSARAiSE HDR
L = e'
W = 30.5 x (14/2 + 2) = 215 plf
M = 21qb "-ft.
R = 1100 "
4
I, = 35 In
B
5... = 11 In
4xlO cSARAcSE HDR 15 OK
6><14 BEAM
L = 15'-6"
4><12 cSARAcSE HDR
L = /6'
W = 305 x (\4/2 + 2) = 215 pI!
M = e1e4 "-ft.
R=2200"
4
I, = 2el In
B
5,=56In
4xl2 cSARAcSE HDR /5 OK
W = 30.5 x (10/2 + 2) = 2/4 plf
M = 6412 "-ft.
R=lb5q"
4
I, = Iqq /n
B
5,=46/n
6xl4 BEAM 15 OK
bxlb BEAH
L = 2e'
I-ol = 30.5 x 2012 = 305 plf
M = 2QeQO ,,-ft.
R=4210"
4
I, = /614 In
B
5, = 213 In
6x/6 BEAM 15 OK
bxle BEAM
L = Ib'
W = (30.5 x 2012) + (So x 2el2) = 1005 plf
M = 321bO "-ft.
R=oo40"
4
I, = 102Q /n
B
5, = 22e In
6xle BEAM 15 OK
. .
. .
C''''''Jr.,.,.l\:.",
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-~'
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PROJECT KARCHER RESIDENCE
FOR
RON PAVELOFF
LOCA nON ANAHEIM, GA
ITEM
TILE ROOF
<N) ROOF 8tAll
PER PW/
.. ,.
1"\ ~
I ....
,'l:"" ':"~"t.i
DET~..
t(:;.':"~~.~
tl~;jI.;~_ "'<'~
"'tY.""ft
..
:f-'~"':~:~
~/
A>a.'i<-{''6........Aft .
.~ (i'."
"",.~ (ElROOF RAFTER :"';;:'
~. '.""b ,...,
-{.N.
..:~\It;v!;~..
. N'II~. (: .'1
Ellx STUD . "..
"'~6" O.C. '
of;.
l'<;O>'\.';;>~' ~
ft.,
.~"f.
i_.1(
L <Nl ROO' 000<
PERPW/
<lOCATE DlREC1l.Y
OVER 2' STUD)
DETAL
lx' OIIG. BRACE ./
2-I6dTOIlAfTER&
2-'601 T.N. TO t
CONI lx PURUN W/
2-1&1 TO BRACE
21:4:1112-",/
3-'601 No\JLS
com 2x RUE
lxllAfTER
DETAL
1
"..."
3
".,'"
5
...."
~AN(lnoN:~ ....S21tlCIAnS
SlRUl:TWRItL 80NSUU ""T8
..... .. ...
;~tAI~:~:~ii~ :
PH (714)836-8655
FAX (714)636-stl87
.. . L"".v\TONCIl'NREACH~
: :"'::IT NO. 5DI
. . ..
000
. . . .
o 0
0 . 0
0 0 0
0 0
0 0
0 0
0
. .
. . 0
0 . 0 0
. . 0 .
0 .
.. 0
. . . .
. . . .
. .
~B:NO. TlOO5
DAlE
MARCH 23 '05
;NGJNE~R ..LL.
. .
. 0
o .
o
..
E.N. . .
lx RAfTER TE 0
2'. O.c. CONNECl
IlAfTERTOnEOfA
END ./ 5/8". w.a
lYP. 0 NEW &
EXlSTlNG
DETAL
2
"""..
(E) ROOF RAm
E.N.
(El 2x STUD
016- a.c.
2x Bum fA. SlOE
or ROO' 8tAll
DETAL
4
...."
5/8". ILB.
WH(RE RAfTER &
CJ. 00 NOTE IIEET
5/8.. ..8.
WHERE RAfTER
& CJ.lIEET
2<8
1. Roof Raftel'
2. CelTrl1g Joist
J. 8eorinq WoII
'.lx8Iocij"l
5. Rafter Tilt (or Ceir.ng Joist)
6. A35 0 E'oeh Side
7. 2-2x Top Plote
DETAR.
6
.....011
'r.,""_~_""'.~ .,.i."_'"__, ~-"-- ~-..--.--.--.
~ v-J ~
c;:-'
. c--
~ v:> .~
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g
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t- .
01