HomeMy WebLinkAbout1797 TANAGER DR - Building Permits FLO 'l�9 CITY OF COSTA MESA
BUILDING DIVISION
`y ,enzoniabs DEVELOPS"ENT SERVICES DEPARTMENT PERMIT NUMBER
111.•LOPS•1
O.i.�,,, PERMIT
°• "'� • A. B01-00314
41%.0ambo i
(714)754-5273 • Fax(714)754-4856 • www.ci.costa-mesa.c.a.4SLDING PERMIT 77 FAIR DRIVE,COSTA MESA,CA 92626
• Job Address: 1797 TANAGER DR OUB Status: ISSUED
Suite: Applied: 03/12/2001
Vicinity: SFR AND ATTACHED GARARE Issued: 03/12/2001
Parcel Number: 13963116 Zoning: R1 R1
Applicant: FAUBERT, BRAD ISSUED BY:
Address:
Phone: 800-954-0011
Zip:
Owner: FUNK, MICHAEL S TR
Address 1797 TANAGER DR •
Phone: w�
COSTA MESA, CA Zip: 92626 �^y-
Contraetor: STAR COURSE ROOFING CO. � �Y{[5
15/1
Address: 8902 SAILPORT DR 0
Phone: (800)854-0011
HUNTINGTON BEACH,CA
Zip: 92646-2664 License: 532778
Arch : Eng:
Address: Address:
• Phone: Phone:
Zip: License: License:
SCOPE OF PERMIT -
TEAR OFF WOOD SHAKE. INSTALL OSB PLYWOOD,30 LB FELT, INSTALL 40 YEAR COMP.
FEE SUMMARY
Plan Check: $0.00 Calc Valuation: $9,500.00
Permit: $181.25 Claim Valuation: $9,500.00
SMIP Res: $0.95
SMIP Corn: $0.00 •
• Other: $0.00
Inspection: $0.00
•
Total: $182.20 •
PLANNING &ZONING
SETBACKS
MAIN STRUCTURE Front 0:0 Rear 0-0 Left 0-0 Right 0-0
ACCESSORY Front 0-0 Rear 0-0 Left 0-0 Right 0-0
PARKING Existing: 0 Required: 0 Proposed: 0
NOTES:
NOTICE: The work authorized by this permit shall comply with all applicable handicap access requirements under California statutes and related
regulations.(Ord. No.92-28,§1, 12-21-92)
EXPIRATION: This permit shall automatically expire and become void if work is not commenced within 180 days,or if work is suspended or abandoned
for a period of 180 days.
INSPECTIONS: In order for the work authorized under this permit to be considered legal, such work must comply with all applicable codes, and all
required Inspections and final approval must be obtained.Failure to obtain inspections and final approval will result in the expiration of this permit.
FOR INSPECTIONS CALL: (714)754-5626
2446-46(6/00)
DECLARATIONS
WORKERS'COMPENSATION DECLARATION:
I hereby affirm under penalty of perjury one of the following declarations:
❑ I have and will maintain a certificate of consent to self-Insure for workers'compensation,as provided for by section 3700 of the Labor Code,for the performance of the
ork for which this permit is issued.
I have and will maintain workers'compe cation irsurance,as required by section 3700 of the Laboltode,for the performance of the work 1•r which this permit is issued.
My workers'compensation I,uynce•crier:? d policy number are:
Carrier: Y N w►.�� Policy Number: lb.
(This section need not be completed if the• is waived at one hundred dollars($100)or less.)
❑ I certify that in the performance of the w for which this per•' is issued,I shall not employ any person in any manner so as to beco D-subject to the workers'
compensation laws of California, agre that if I shou• •ecome subject to the workers'compensation provisions of Sction 3700• the Labor Code,I shall forthwith
comply with these provisions. I `/-„ /O f
CApplicanL )>Signature:— ) Date: iC//
WARNING:FAILURE TO SECUORKER '••MPENSATION COVERAGE IS UNLAWFUL AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENA TIES AND CIVIL FINES UP TO ONE HUNDRED
THOUSAND DO I ARE WOO ... • TO THE PAST OF COMPENSATION,DAMAGES AS PROVIDED FOR IN SEC110N 3706 OF THE LABOR CODE,INTEREST,AND ATTORNEYS FEES. —
LICENSED CONTRACTORS DEC R' 10 •
I hereby affirm that I am licens und: •rovisions of Cr:eta t(commencing with Section 7000)of Division 3 of the Business and Professions Code,and my license Is in full
force and effect.Lic.4 Class 4
Contractor's Signature: r/ Date: °)1 ' fat
L
CONSTRUCTION AGENCY:
❑ I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued.(Sec.3097,Civil Code).
Lender's Name: Lender's Address:
Signature: Date:
OWNER-BUILDER DECLARATIONS:
I hereby affirm that under penalty of perjury that I am EXEMPT FROM THE CONTRACTORS LICENSE LAW for the following reason(Sec.7031.5,Business and Professions
Code:Any city or county which requires a permit to construct,alter,improve,demolish,or repair any structure,prior to its issuance,also requires the applicant for such permit
to file a signed statement that he or she Is licensed pursuant to the provisions of the Contractors License Law(Chapter 9(commencing with Section 7000)of Division 3 of the
Business and Professions Code)or that he or she is exempt therefrom and the basis for the alleged exemption.Any violation of Section 7031.5 by any applicant for a permit
subjects the applicant to a civil:penalty of not more than five hundred dollars($500).):
El I,as owner of the property,ormy employees with wages as their sole compensation,WILL DO THE WORK,and the structure is not intended or offered for sale(Sec.
7044,Business and Professions Code:The Contractors License Law does not apply to an owner of property who builds or improves thereon,and who does such work
himself or herself or through his or her own employees,provided that such improvements are not intended or offered for sale.If,however,the building or improvement is
sold within one year of completion,the owner-builder will have the burden of proving that he or she did not build or improve for purpose of sale.).
❑ I,as owner of the property,am EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS to construct the project(Sec.7044,Business and Professions
Code:The contractors License Law does not apply to an owner of property who builds or improves thereon,and who contracts for such project with a contractor(s)
license pursuant to the Contractors License Laws.).
❑ I am exempt under sec. Business and Professions Code for this reason:
Signature: Date:
Owner ID verified by drivers license. 0 Yes 0 No Drivers License No. Expires:
Verification of Ownership by(type of document,i.e.-property tax bill or deed):
DIVISION OF INDUSTRIAL SAFETY PERMIT CERTIFICATION:
❑ I hereby certify that no excavation five(5)or more feet in depth into which a person Is required to descend,will be made in connection with work authorized by this
permit,and that no building structure,scaffolding,falsework,or demolition or dismantling thereof,will be more than thirty-six(36)feet high.(Chap.3.2,Gm 2,Art 2,Sec.
341,Title 8,California Administrative Code).
❑ As owner-builder, I will not employ anyone to do work which would require a permit from the Division of Industrial Safety,as noted above, unless such person has a
permit to do such work from the division.
Signature: Date:
Division of Industrial Safety Permit Number:
HAZARDOUS MATERIALS AND EMISSIONS CERTIFICATION:
1 Will the applicant or present or future building occupant need to file and certify a Business Plan for emergency response to release or threatened release of a hazardous
material? 0 Yes 0 No
(Section 25505 of the California Health and Safety Code requires, with some exceptions,that a Business Plan be filed with the Costa Mesa Fire Department by every
business which has at any one time during a reported year a quantity of hazardous materials equal to or greater than a weight of 500 pounds,or a volume of 55 gallons,
or 200 cubic feet of compressed gas at standard temperature and pressure).
2 Does or will the applicant or present or future building occupant need to file a registration form for acutely hazardous materials? 0 Yes 0 No
(Section 25533 of the California Health and Safety Code,with some exceptions,requires registration with the Costa Mesa Fire Department by each business which at any
one time has on hand a quantity of acutely hazardous materials equal to or greater than a weight of 500 pounds, or a volume of 55 gallons, or 200 cubic feet of
compressed gas at standard temperature and pressure).
3 Does or will the applicant or present or future building occupant need to prepare an RMPP(Risk Management and Prevention Program for acutely hazardous materials)?
❑Yes ❑No
(Section 25534 of the Califomia Health and Safety Code provides that the Costa Mesa Fire Department may require the preparation,certification and filing with the Fire
Department of an RMPP by businesses which are required to register acutely hazardous materials with the Fire Department.
4 If an RMPP is presently required,has Section 25534 of the Califomia Health and Safety Code been fully complied with? 0 Yes 0 No
5 Does or will the applicant or present or future building occupant require for the work which is the subject of this application agermil for such construction or modification
from the South Coast Air Quality Management District or from any other air pollution control district or agency? LJ Yes LJ No
(Section 65850.2 of the California Government Code requires that the requested information be furnished on applications for non-residential building permits).
6 Will any part of the facility to be constructed under this permit be within 1000 feet from the outer boundaries of a school? 0 Yes •❑No
(It"yes",the facility must meet the requirement of Sections 25534 and 42303 of the Califomia Health and Safety Code).
7 If a permit from the South Coast Air Quality Management District or other air pollution control district or agency is required for the work which is the subject of this
application,have all of the disclosures prescribed by California Health and Safety Code Section 42303 been made? ❑Yes 0 No
8 (If"yes",attach certificate of compliance from the appropriate air pollution control officer).
CERTIFICATE OF COMPLIANCE: I certify that under penalty of perjury the information given above is correct. I agree to comply with all slate laws and city ordinances
regarding Hazardous Materials and Emissions.
Signature: Date:
CERTIFICATE OF COMPLIANCE AND AUTHORIZATION OF ENTRY: I certify under penalty of perjury that I have read this application and state that the information given is
correct. I agree to comply with all state laws and city ordinances relating to building construction,and authorize representatives of the City of Costa Mesa to enter upon the
above-described property for inspection pun•: . :• .. ••t to occupy or allow occupancy of any building authorized by this permit until final inspection.
ure Of Lega • : : le
__ , al id-/o7
/LAnd •rized•Applicant_f Date
CODE I PdU R1IDale ;ODE I INSPECTION TYPE PAIL BMIAL&
1616 Fixed System Final Fire Prevention 206 Final Mechanical
1266 Pool Spa Final 208 Final Plumbing
200 Final Re-Roof 210 Final Electrical
201 Final Block/Retaining Wall 212 Final Fire Prevention
202 Final Factory Fire Place 220 Final Planning Approval
203 Final Sign 222 Final Site
204 Final Demolition 250 Final Building/Occupancy
❑ & thS
1797 TANAGER DR WaT: CITY OF COSTA MESA - BUILDING PERMIT
eMEIExa* TUCKER, WARREN S PERM NO: B 082155
ADDRESS: TUCKER, BARBARA A
1797 TANAGER DR PERMIT NO: B 082155 PLAN CHECK NO: 01161-97 L GOVT: N SUPP : N
STA MESA,CA 92626662-3710
L.R*MO ADDRESS CONSTRUCTION TYPE: I PERMIT TYPE: STR PURPOSE: OTH
MCNRECTORDKalEEkHOWARD PARSELL CO WAG: 40768 JOB DESCRIPTION : 70LF BLOCK RET WALL W/ WOOD FENCE SQ FT: 5, 000
/ ARCH.OR eat ADDRESS: 4854 MAIN ST MT:
LINDA CA 92886-3469
CONTRACTORS NAME TONY CONSTRUCTION ( 714 ) 972-8566 CLAIM VALUE: 5, 000 . 00 CALCVALUE: 5, 000 . 00 GROUP OCC: U-2 /
Geld AcrogsMN MG 420 S SPRUCE ST COMMENTS : 3FT HIGH RETAINING WALL W/ WOOD FENCE PER ENGINEERING
ADDREss: SANTA ANA CA uc.NO.: 692332 +rx+r*SERExSE+E+E******+E Rex**AEiE*x***xSr+t*SEx**RE****Sr SE*x*Sr Se*RE*Sex*xx********,c .*** .*******
92703 on ZONING R EQU IR EMENTS
LICENSED CONTRACTORS DECLARATION:I hereby affirm under penalty of perjury that I ern licensed under provisions of Chapter 9 SETBACKS
(commenting with Section 7000)of Division 3 a the Business and Professions Code,and my license is in lull force end effect.
crrvuc. •:' . 5986 uc. •ss: C 27 uc.NO.: 692332 EXP: 03/97 MAIN BUILDING ACCESSORY BUILDING
/ / 134 /4 7n FRNT: FT IN REAR: FT IN FRNT: FT IN REAR: FT IN
Contractor: LEFT: FT IN RGHT: FT IN LEFT: FT IN RGHT : FT IN
filR BUILDER DECLARATION:I•- -• elfinn under penalty a perjury Ihal I em exempt from the Conrwan license Law la the
owing reason(Section 7031.5 Bus; ,-s and Professions Code:Any city o county which requires a panne to oonstmd,alter,improve, PARKING REQ• PRO V; PARCEL : 13963116 Z N E: R1 REF NO:
deolish,or repo any structure. toepermit to file a signed statement that he or she s issuance,alio requires the applicant for such u
F maprior
mm
vlicensedpurstheprovisionsaltheoO don Lioenselaw(Chapter 9(commencing with sedion7000)oDivision3othe PLANNING NOTES> INSTALL 70 LINEAR FT OF 3 ' HIGH RETAINING WALL PLUS 6.. HIGH
Business and Professions Cole)or thatheor she is exempt therefrom and the basis for the alleged evemplicn.hey violation o Section > WOODEN FENCE INSIDE REAR PROPERTY LINE. ,
7031.5 byeny applicant for aperme nmpds theepplieemlo aa.dpenalty oro more thanrwe hundred dollen PSPO011. *************.If***********************if*****************************************
❑ I.as owner of the pronenyomy employees wish wages as their sole compensation,will do Oe wok,and the student is not iniended DEVELOPMENT SERVICES R E Q/� U I R E M E N .1•, S
or offered for sale(Section 7044,Business and Professions Code:The Comrades License Law does not apply to an owner of propertyM
who brie or improves thereon,and wdoes
ho such work hmsed or head odeed, o dle her own employees.provided that such
improvements arenot intended o oflefed for sale.Kr however.the building or improvement is sold within one year of completion,the ZONING APPROVED •B Y C� 4 DATE: `
ownerauider Mg have the burden'of not a proving he or she did build or improve for the purpose sale).
❑ I,as owner oldie property.armies controctip wish gcenesd contractors m construct the project(Secret 7044.Staines'and BUILDING APPROVED BY : CN _ 'O
Professions Code:The Contract=License Law does not mof who or
apply at owner properly build. improves thereon and who DATE: l
entries for such projects with a ooarator(s)licensed pursuant o the Contractors License Law).
❑ Iamexemprunder Section: B.&P.C..forthisreason: APPLICATION ISSUED BY: �� DATE:
********************************************** ********** **
Dale: Owner: LEGALIZATION:N F E E SUMMARY STRUCTURAL EGMENT:Y
I do hereby certify that I em aurae of and understand the requirem,w of Calionde Heath and Safety Code Sections 25505,25533,and
25534,and than or any future building ogeapant will/wR not(circle one)need to comply with said date codes end the requhemenb for
a permit to construction or modification from the Ai( ananagement District Residential pnetnnbn eppicetiore are theme from these BLDG PMT PLUMBING ELECTRIC MECHANIC FIRE SMIP/RES GRADING
provisions. PERMIT 99 . 75 t . 50
Dale: Applicant: SMIP/NON-RES
WORKER'S COMPENSATION DECLARATION:I hereby affirm under penalty el perjury thefollowing b"°'
y one
PLAN S 6 4 , 8 4
ISSUE FEE •
❑ Ihave and wumainueacertificate aconsent mad.bnurefor workers'compenamion.asprovided for bySection 37Doathe Lake BUILDING-DIV-> PERMIT ISSUE PLAN-CHECK TOTAL -PAID DUE
Gado, athepedo°n'neomew' for wee nnpern°is issued.
TOTALS----> 100 . 25 0 . 00 64 . 84 165 , 09 't : 165 . 09 . 00
Cl d wl I have e mainsn workers'compensation insurance,as of
required by Section 3700the Labor Code,for r the performance the
t' work for ankh the permit is issued.My wonders'cementation insurance center and paxY number are:
Gamier: STATE FUND EXPIRES REVENUE DIVISION TOTALS--> COLLECTED' 165 . 09 OVER/SHORT: . 00
Perry Number. 229-9 /UUU133Ub 01 /01 /98 BLDG PMT PLUMBING ELECTRIC MECHANIC FIRE SMIP/TOT GRADING PLAN-CHECK
(This section need sof be completed i the parrots for one hundred&sass(6100)o en) 99 , 757 5 0 64 . 84
❑ I ceNy that in the amance of the work br which this permit is issued.I shall not employ any parson in any manner so es to
become sobjed t the waken'oorroeraatan laws a efdartie.and scree that i I should become anted to the wobn' *******************************************************************************
. a Section 3700 a Labor .I wit fonhwlth ply with I 'provisions. I N D I V I D U A L F E E B R E A K D O W N.
•
rips J : '2-(G f-i,
.pure to secure wort an co an"'Inge Ism Motu{and shell subject m«robyarb adms the
woto far In
Section3706o/theLaborCods,Interestadatbrney'fees. SFR 5000 ALTER BY VALUE RESIDENTIAL NOZONE 1 . 00 _ ' 5 , 000 . 00
CONSTRUCTION LENDING AGENCY:I hereby affirm under penalty of perjury that there is a construction rending agency for the END OF FEES
performance of the work for which this parrot s
issued(Section 3097,Cit C), '
LENDER'S NAME: ,
LENDER'S ADDRESS:
,
I ceniyhave that I read this seek-than and state that the above information ie correct I agree to comply with all mordinances and county .
and state laws relating lo building construction and hereby authorize representatives of this dry to enter upon the ebw -m
eenlioned properly •
for inspection purposes.V.ILI KTLTF.T - '
83-24-1997/83:13 P11/f165.89
I '' RCPT#:81-8883879
' 'PnntN //p.�j PERMIT:082155
" _SA. Date: /�'fj Z '/
: .a of• ./Agent/Appgl� I-... O
(5151-46.WP) White-Buildkp&Safety;Green-Fle;Canary-Appicenl:Pink-Revenue:Goldenrod-Assessor
mownwi-
UCTION AND PLANNING POO. SPA
PROVALS Permit# Date Inspector APPROVALS Permit # Date Inspector
1. Temporary Electrical Service or Pole • 52. Pool & Equipment Location
2. Soil Pipe•Undrgrnd. 53. Steel Reinforcement
3. Electrical Conduit Utility-Undrgrnd. 54. Forms
4. Electrical Conduit-Undrgrnd. 55. Electrical Bonding
5. Steel Reinforcement 5-4- f 6''# 56. Rough Plumbing & Pressure Test
6. Electrical UF ER Grnd. / 57. APPROVAL TO COVER-GUNITE
7. Footings -;. - 'J-l$-�'7 ibrisi- 58. Electrical Conduit-Undrgrnd,
8. Foundation v 59. Gas Pipe, 0 Undrgrnd., Test
9. Water Pipe-Undrgrnd. 60. Backwash Lines, P-Trap, 0 Undrgrnd.
10. Structural Floor System 61. APPROVAL TO DECK
11. Property Sewer Line & House Connection 62. Backwash & Receptor-Final-
12. Sewer Cap 63. Heater& Vent-Final
13. Roof Drains 64. Plumbing System - Final
14. Rough Plumbing • 65. Electrical-Final
15. Rough Electrical-Conduit - 66. Solar System-Final
16. Rough Electric Wiring - 67. Fencing & Access Approval
17. Rough Wiring Sign 68. APPROVED FOR PLASTERING
18. Rough Electrical-T Bar Ceiling 69. POOL/SPA SYSTEMS FINAL
19. Rough Heating& Air Conditioning FIRE DEPT. REQUIREMENT '
20. Rough Factory Fireplace - - APPROVALS Permit #
21. Ducts,in Structure - 70. Underground Hydro
22. Ducts, Ventilating - 71. Product Piping DGas ❑Oil
23. Gas Pipe-Rough & Test • 72. Underground Flush
24. Roof Framing 73- Undergrnd.Storage Tank 0 Gas 0 Oil
25. Roof Sheathing - • 74. Overhead Hydro
26. T-Bar Ceiling (Structural) & Monocoat - 75., Dry Chemical
27. Frame and Flashing • 76. Dry Standpipe
28. Lathing& Siding ., 77. FIXED SYSTEM FINAL
29. Insulation78. FIRE PREY. FINAL
30. Drywall Nailing HEALTH DEPT. REQUIREMENT
31. Plaster Brown Coat 79. FINAL INSPECTION
32. Electrical Power Meier•Final •
B0. FOOD CERTIFICATE ISSUED
33. Final Electric - Notes:
34. Final Heating & Air Conditioning
35. Final Gas Pipe-Test
36. Hood or Canopy '
37. Final Factory Fireplace - -
38. Final Plumbing
39. Water Service•Final -
40. Gas Service-Final
41. Solar Domestic-Final - / , �/ ✓
42. Backflow Preventer /--C 7 act- !6 -
43. Backflow Irrigation - ` VVV CCCC____ 'I�/h
44. Landscape Irrigation System7 Pl
45. Sound Attenuation. 3 ( - ‘c-e-0-----
_
46. Handicap Regulations / -
47. FINAL STRUCTURE & BUILDING +lel? (�•'
48. FINAL PLANNING • -
49. Electric Release to Edison
-
50. Gas Release to Southern California Gas Co - '
51. CERTIFICATE OF OCCUPANCY '
No. Date
•
•
•
DIVISI N OF BUILDING SAFETY 1
ITY OF COSTA MESA
VED 9 13381S
BY 'yS—Date 2N /Cs_Gtagc1er
This set of plans and specifications MUST be kept on this job at all times
and it is unlawful to nine any changes ora"- ,❑ wm in
„e,,, uw `
permission from the Division of Building rety,City of Costa Mesa j 9 \1
- d Sa
Thestamping of this p an and specifics ions SHALL NOT be held to pen-nitN
or to be an approval o Oa violation of any c cvfc c,,;,of..1.r 04 t t Corarn
-"
Mesa Ordinance and/o. tate law. x
A
These plans and permit Mall expire by I`nitatir n and become null an 1 void if
the building or work is r ai commenced a:1 mi ntained active per UE:§313
(d)within 180days ofi:ruance. 33N101$3113311301$311331.391311130013015/11
l9. BSzt s
•
•
APPROVED io
CITY OF COSTA MESA
PLANNING DIV. / / o
•
SUBJECT
n TO BLDG. DEPT. REG. �O /1a e T O f J /fl r q /L
BY %/445 DATE 3/A75' 2 'GctK/lv(� 121A /i p/us �`1 / l cjA
g33'43 2ua eh �2KC2. {CI�J
X10 or-A. cn•Cis Vt^
NOT � � •
ADDITIONS, DELETIONS, OR CORRECTIONS.SHALL
BE APPROVED BY THE PLANNING DIVISION ( I
TYPICAL 611 CONCRETE BLOCK FENCE .y- .t-�T i
® — _
. .,t.:5.-. i
Cement Coping Optional :al a
Channel Block With 1-3/80 Hi -r GENERAL- NOTES_ r+6
Horizontal Top of all — - -- - ' .,
Fences I I MORTAR; One Part Plastic Cement, and
�' 1 Three Parts Sond •
For Fences 5'or Less is o GROUT: One Part Cement Three'orid
Vert. Bars 3/8"Oat 4' -0" O.C. ibi o T One Half. Ports hand 1
_ COPING: One Part Cement, Three
For Fences Higher Than 5' toil LL '-, - Parts Sand
Vert. Bars 3/8"0 at 32" O.C. irf7� > w CONCRETE: Wel I Mixed 1:2-I/2: 3-I/2
,� >cc " T Max. of 7- 1/2 Gallonsof .
Fill Cells Solid With Grout I > Z I Water Per Sack Cement
Where Steel Occurs >- - - 11 _ _
Reinforcing Steel Shall , f t0JIM it
I.,.
GROUT MAY BE POURED FROM THE TOP
Conform to See.A-15.38 w o - OF THE FENCE IN CELLS WHERE STEEL
1��• w M I OCCURS.
A.S.T.M. ; Z CELLS AND AREAS OF HORIZONTAL REIN-
All Steel to be Lapped ��p�!!!! w - FREE OF NT SHALL BE CLEAR,CLEAN&
24"or to Code 1N IS NMI FREE OF ALL MORTAR DEBRIS,ETC.
NATURAL GRADE I_
ate/ , - wm,1I w v. .% s . o ' J:
�`iA! lco� ' O c . .
TWO 3/8"15 BARS _.,MS
o • s .
CONTINUOUS TOP I
&BOTTOM 1� IF WIDTHTO 16 0.C. MAX.
SEE CHART .� e.
HOQ92,STEEL MUST BE TIED IN BELOW - DEPTH OF EARTHTCOTH
PLACE AT TIME OF TRENCH -1 . 1/3 I/3 THE HEIGTH OF FENCE
INSPECTION. L + • BELOW BOTTOM OF FOOTING• .
1
I- -1 o� 2..�� SCALE: 1/2" I'
FOOTING REQUIREMENTS CHART
1 WALL HEIGHT 6 ' 5 - 4' 3' 1 •
WIDTH . . . . . . . . . . . . 14" 14" 12".. . . . . 12"
THICKNESS 10". . . 10" • 8 " 8 "
•
DEPTH OF EARTHTOOTH . . . 24" . . . . . . .20" 16" . . . . . . . 12"
SPACING OF EARTHTOOTH. . 12' 14' 16'. . . . . . . 16'
Crit.y. of Costa - Mesa, California
Building .Department
=.=_vfr ,n Nov.e2
re 10+
CI e Oj Ory °�i `cLy �Or.sy "so W
COWARD PARSELL COMPANY I�yy�.� �� � r�(��9v"
a+ioward Parsell, Structural Engineer, Inc. J '� 'O'
rchitecture • Structural & Civil Engineering Jo:�0
854 Main Street Job :Aar
orba Linda I California 92886-3469 Date Q 3 97
14-777-3765 • Fax 714-777-9083 Sheet No.-
yr
STRUCTURAL CALCULATIONS
TUCKER RESIDENCE
NEW RETAINING WALL
1797 TANAGER
COSTA MESA, CA 92626
Or
FR
14,, PQM //(
(.1 U
- No 0763
`c cc I l
: P
Al i' C pl�F pP
These Calculations Not Valid Unless Wet
Signed And Sealed In Space Above
%
gy1y�Q� ��T^'a
m. i
TUCKER RES•DENC 6s •% " ``:� `.ee
1 797 TANAGER ^�.4. ../. p f�%a:`•,,q4�'.g "°,✓.94-0
COSTA MESA, CA 92626 \S SPP •% .4, (4,1)
)
C7 U ?� g °o. 4aLu _ , a y
= 2 No. •0768 z 9 A'y_
Exp A
4X6 Drill MOOD POST 6' O.C. 45�j/`—'
FOR SOLID WOOD FENCE WITH 1X6 T'T` �P1\P
VERTICAL SLATS WITH 2X6 CAP CA -
o -
. 1
5.5"
1.5" CLEAR (MAX)
2-5/8" DIAMETER AB
_�,
EMBED 6" INTO MASONRY 4 ,f— -,�I n - -cni
! ;
8" C4„ L
,M.U. - SOLID GROUTED X12” CLEAR
#5 @ 16" VERTICAL AT EDGE OF WALL I o!
#L HORIZ. ' AS SHOWN 9 • �� I
R /� I 1
-4 v I
6" \\\�\\\�\\\�\\ �i ,,-, c�
5' TO DAYLIGHT MIN. 1 3'-3" I \-3" ''I -AR
#4 @ 32" O.C. -
STRUCTURAL NOTES AND SPECIFICATIONS: RETAINING
R \\
:ONC R I AINIING WA '_L (1 1
�,���.REIL: J
2500 PSI MINIMUM STRENGTH AT 28 DAYS K 1
ENFORCING STEEL:
ASTM A615 GRADE 60 FOR ALL TYPICAL BARS. ASTM A706 GRADE 6C FOR ANY BARS WELDED.
PROVIDE A0 BAR DIAMETER LAPS, AT ALL SPLICES. 3" CLEARANCE REQUIRED FOR ALL REBAR CAST AGAINST EARTH
=OOTINGS:
SHALL REST ON FIRM, UNDISTURBED NATURAL SOIL OR APPROVED COMPACTED FILL AT A MINIMUM DEPTH INDICATED ON
THE DRAW+N'GS. DESIGN SOIL PRESSURE = WOO PSF.
FOLLOW ALL RECOMMENDATIONS REQUIRED BY SOILS ENGINEER WHEN REPORT IS AVAILABLE.
MASONRY:
BLOCK UMTS SHALL CONFORM WITH ASTM C-90. DESIGN IS BASED ON F'm = 1,500
ALL MASONRY SHALL BE SOLID GROUTED UNLESS OTHERWISE SHOWN. NC SPECIAL INSPECTION REQUIRED.
MORTAR: PROVIDE SIKA RED LABEL - 1 PT. PER SACK OF CEMENT.
GROUT: PROVIDE SIKA GROUT AID TYPE 2 - 1 LB. PER SACK OF CEMENT.
PROVIDE DRAINAGE BY INSTALLING A 4" DIAMETER PERFORATED ABS (SDR 35) PIPE SURROUNDED BY 3/4" CRUSHED ROCK
(1 CU. FT. PER LINEAR FT.) AND WRAPPED IN FILTER FABRIC AND 2 " DIAMETER SOLID ABS (SDR 35) OUTLET PIPE EXTENDING
AROUND THE WALL. SEAL THE RETAINING WALL ADEQUATELY TO PREVENT WATER FROM SEEPING THROUGH THE WALLS.
THIS INCLUDES THE WALL SURFACE A' ANY COLD JOINTS MADE DURING CONSTRL'r''ON.
PROVIDE BACKFILL OF A MINIMUM OF OF SAND OR GRAVEL AT WALL FROM BC .J OF WALL TO WITHIN 18" OF
FINISH GRADE. A COMPACTED NATIVE SOIL CAP SHOULD BE PLACED ON TOP OF THE SAND OR GRAVEL BACKFILL.
` .na tc7
N V '%p�
HOWARD PARSELL COMPANY JOB i ea-4/43f 1, n-
A division of Howard Parsell,Structural Engineer, Inc. d. ,- p_ m- v A \
C-
architecture JOB NO.
structural engineering 3 •
civil engineering DATE_ 7- t q
4854 MAIN STREET
YORBA LINDA, CALIFORNIA 92686 SHEET NO.
714-777-3765 FAX: 714-777-9083
/71; w 3 /lr 74jN/^-6- 6 woo-2 / i,` c r4-7
® = P. 6 e (, 0 6 )c I, 4 X. -7 = )4, i -
VS �-= 9X b WJJO eb.”S Q 6 oz
W = , 4 +c L-
I x 6 x 9 = '-Oz /c
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-
Howard Parse!!Company Tit E E� NCt
4854 Main Steet t0O Scop • $ lisY§ V•I
Yorba Linda, Ca 92886 `�' Job 4. -t3 ! g� it
714-777-3765 Design - *0
Fax-777-9083 a Misc: ESI ALL
Date:03 IV Page:
GENERAL TIMBER BEAM DESIGNTUCKER RESIDENCE ''
TYPICAL FENCE POST
NEW FENCE ON WALL
BEAM DATA SPAN DATA
Timber Section 4X6 End Fixity : Fix:Free Center Span - 7.00 ft
Beam Width - 3.500 in Elastic Modulus - 1600000 psi Left Cantilever - 0.00 ft
Beam Depth - 5.50 in Beam Density - 40.0 pcf Right Cantilever - 0.00 ft
Lamination Thickness - 0.00 in Load Duration Factor - 1.33 UNBRACED LENGTHS
- Fb•Bending - 875 psi Applied Loads Include Beam Wt. Le:Center Span - 0.00 ft
Fv-Shear - 95 psi End Shear Cali d @'d'distance Is:left Cant. - 0.00 ft
Fc•Bearing - 600 psi Le:Right Cant. - 0.00 ft
APPLIED LOADS
Trapezoidal Load: LL: 84.0pIf @ Ift, 84.Oplf @ rt from 1.00 ft to 7.00 ft
SUMMARY
USING 3.500 x 5.500 Beam,Bending - 90.62%, Shear - 31.08%
Max.Pos Mom @ 0.00 ft - 0.00 k-ft Shear:Max.@ Left - 0.50 k Reactions... DL Maximum
Max.Neg Mom @ 0.00 ft - -2.02 k-ft ....used for dsgn - 0.76 k Left - 0.00 k 0.00 k
Max @ Left - 0.00 k•ft ....Area Req'd - 5.98 in2 Right - 0.00 k 0.00 k
Max @ Right - 0.00 k-ft Max.@ Right - 0.00 k
Max.Allow Moment - 2.22 k-ft ....used for dsgn - 0.06 k Deflections...
fb:Max.Actual - 1371.0 psi ....Area Req'd - 0.45 in2 Center - 0.00 in 40.56 in
Fb:Allowable - 1512.9 psi fv:Max.Actual - 39.27 psi ....Dist - 7.00 ft 7.000 ft
Fv:Allowable - 126.4 psi ...LIDefl - 0 301
Ck - .8111EIFb1•.5 - 30.07 left - 0.00 in 0.000 in
Rb - ILeDIB-21•.5 - 0.00 Bearing Req'd @ Left - 0.00 in ...LMDefl - 0 0
Cf per UBC 2304.3.5 - 1.30 Bearing Req'd @ Right - 0.00 in Right - 0.00 in 0.000 in
...LIDefl - 0 0
Center Camber - 0.00 in
n-..• o.00n-x. 0.00n
64 04 n„1,.- -z oz 1,-.. noon o00 III I I + IIIIll I WHIP, . .
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4 7.00
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R. 0.000k • 0.00 ft P. 0.000k
Ymex- 0.50k Ymex• 0.00k I F I I I I I
V4.4D lc)198396 ENERCALC Rich Herman,kw-0601581
lt
7�QwD
Howard Parsell Company P�IYU[it� :\istE.Vi
"4854 Main Street �j g Gra : AR 20,1997.Yorba Linda, Ca 92686es ti {� g m
714-777-3765 3' RETAININe ACetrlMH Nig D FENCE
Fax-777-9083 ON TOP
CANTILEVERED RETAINING WALL DESIGN Page 1 o!2
`GENERAL Q LSOIL DATA 1
Retained Height = 3.00 ft Allow Soil Bearing = 1,000.Opsi
Wall height above retained soil 6.00 ft Equivalent Fluid Pressure Method
Slope Behind Wall 0.00 : Active Soil Pressure - Heel Side = 35.0psf
Height of Soil over Toe 6.00 in Active Soil Pressure -Toe Side = 35.0 pcf
Passive Pressure = 100.0pcf
Soil Density = 110.00 pcf Water table height over heel = 0.Oft
FOOTING DATA I I SLIDING DATA '
Toe Width = 035 ft Friction Factor @ Footing 8,1 Soil 0.350
Heel Width = 2.50 ...neglect ht. for passive 6.001n
Total Footing Width = -3:25--
Footing
3 23Footing Thickness = 12.00 in Lateral Sliding Force = 324.6 lbs
less Passive Pressure Force = - 100.0 lbs
KEY DATA ' less Friction Force = - 478.71bs
Distance from Toe = 0.75 ft Added Restraint Force Required = 0.OIbs
Width = 0.00 In
Depth = 0.00 in
I ADDED LATERAL LOAD ON STEM I _ADJACENT FOOTING DATA 1
-'Lateral Load = 0.0 lbs Adjacent Footing Load = 0.0 lbs
...Height to Top = 0.00 ft Footing Width = 0.00 ft
...Height to Bottom = 0.00 ft Eccentricity = 0.00 in
Wall to Ftg CL Dist = 0.00 ft
Wind on Stem = 14431 Footing Type Line Load
Base Above/Below Soil at Back of Wall = 0.0 ft
I FOOTING DESIGN RESULTS 1
Pc = 2,500 psi Minimum Footing Rebar Options
Fy = 60,000 psi
Minimum As % = 0.0000 Toe Side Heel Side....
Rebar Cover @ Top = 2.00 In Not req'd Not req'd
Rebar Cover @ Bottom = 3.00 in Mu < S * Fr Mu < S * Fr
Upward Soil Pressure Under Heel Omitted
Toe Heel
ACI Factored Soil Pressure = 1,139 39 psi ,
Mu' : From Upward Loads = 435 530 ft-#
Mu' : From Downward Loads = 121 1,344 ft-it
Mu: Used For Design = 315 814 ft•# Key Reinforcement: Not Req'd = Mu<S*Fr
Actual One-Way Shear - 5.33 5.19 psi
Allowable One-Way Shear = 85.00 85.00 psi
j DESIGN SUMMARY 1
Total Bearing Load = 1,368 lbs Summary of Stem Section Designs....
...resultant ecc. = 6.07 in Top: Fence from 3.0 to 9.0 ft
Soil Pressure @ Toe = 814 <= 1,000 psi 2nd: 8 in Mas, #5@l6.00 in@Edge, From 3.0 ft to 0.0 ft
Soil Pressure @ Heel = 28 <= 1,000 psi
ACI Factored Press @ Toe = 1,139 psi
ACI Factored Press @ Heel = 39 psi
Footing Shear @ Toe = 5.3 <= 85.0 psi
Footing Shear @ Heel = 5.2 <= 85.0 psi
WALL STABILITY RATIOS
Overturning Stability Ratio = 2.63
Sliding Ratio Ratio = 1.78
RetainPro V4.0a (c) 1989-96 ENERCALC
Howard Parsell Company aide :àUCE1*NC1 4854 Main Street N nb# • - i). Sate: AR 20,1997 If
Yorba Linda, Ca 92686 - `Desr�apdo ..m m N 1�a -C
714-777.3765 3' RETAIflIgaWA L133WIT 769' OD FENCE
Fax-777-9083 ON TOP
CANTILEVERED RETAINING WALL DESIGN Pape 2or2
SUMMARY OF OVERTURNING & RESISTING FORCES & MOMENTS
OVERTURNING RESISTING
Force Distance Moment Force Distance Moment
Item lbs ft ft-# lbs ft ft-#
Heel Active Pressure = 280.0 1.33 373.3
Soil Over Heel 605.0 233 1,411.7
Sloped Soil Over Heel =
Surcharge Over Heel
Adjacent Footing Load =
Axial Dead Load on Stem = 0.00
Toe Active Pressure = -39.4 0.50 -19.7
Soil Over Toe 41.3 0.38 15.5
Surcharge Over Toe =
Stem Weight(s) = 234.0 1.08 253.5
Earth @ Stem Transitions =
Footing Weight = 487.5 1.63 792.2
Key Weight = 0.75
Vert. Component =
Added Lateral Load =
Load @ Stem Above Soil = 84.0 7.00 588.0
TOTALS = 324.6 O.T.M = 941.6 1,367.7 R.M. = 2,472.8
Vertical component of active pressure used for soil pressure
Toe Surcharge Used To Resist Overturning Resisting/Overtuming Ratio 2.63
Heel Surcharge Used To Resist Overturning
STEM CONSTRUCTION & DESIGN
Top Stem 2nd Stem
Stem OK
Design at this height above fig 3.00 ft 0.00 ft
Wall Material Above "HC Fence Masonry
Thickness 8.00 in
Rebar Size # 5
Rebar Spacing 16.00 In
Rebar Placed at Edge
Design Data
fb/FB + fa/Fa 0.625
Total Force @ Section 237.1 lbs
Moment....Attual 660.8 ft-#
Moment Allowable 1,058.0 ft-#
Shear Actual 4.24 psi
Shear Allowable 19.36 psi
Bar Embed ABOVE Ht. 12.00 in
Bar Embed BELOW Ht. 6.00 in
Wall Weight 78.0 psf
Rebar Depth 'd' 5.25 In
Masonry Data
Pm 1,500 psi
Fs = 24,000 psi
Solid Grouting Yes
Special Inspection = No
Modular Ratio 'n' 25.78
Short Term Factor 1.000
Equiv. Solid Thick. 7.60 In
Concrete Data
et
Fy
RetainPro V4.0a (c) I989-96 EN RE CALL
Ee B s
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•
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CI a+
I 4.PSF
•
•
PP= 100.#
280.#
8.088PSF
813.6PSF
• Applicant to fill In all spaces within heavy border lines and sign all appropriate declarations, L
• 9905 I0/29/,G.' I D• 11
CITY OF COSTA MESA PE ,I THIO. ,...-,c,," TRACT NO. • LOT NO.• BLDG.NO. •
CONSTRUCTION PERMIT L-- .7 '! . •
. Project Address \' (co 4c 411(n e( d.)1 • y TYPE OF CONSTRUCTION
Owner V1 1 W Phone)) �,G L�s CI NEW 0 A ❑ ALTERATION .
Llia
-Address 17c, Ta Il tY . - ❑REPAIR CONVERSION ODEMOLISH �1 7- ZONING REGULATIONS '
Arch/Eng. License No. - 0 OTHER
Address Sp
_ DESCRIPTION OF O _ . .
Z NE PLNG. REF..
'Contractor �Rve AnP-C\C 1 .c . Phone bu-j451 TYPE OF PERMIT SETBACK CIL ST. 42OP4I LINE '�
.Address 0 GRADING - 0 FOUNDATIO 0 STRUCTURAL SIDE YARD
LICENSED CONTRACTOR DECLARATION 0 TENANT 0 ELECTRICAL LUMBING ❑MECHANICAII ,siDET YARD -
I hereby affirm thct I am licensed under provisions of Charter 9(com- RIGHT j
mencing with section 7000) of Division 3 of the Business and 0 OTHER
Professions Co•- app y license in full fore and effect, - REAR YARD(TO P/L) '
PROJECT DESCRIPTION
License Cl-s• L • • Lice • o, �� PKG.SPACE REQ. PROVIDED-"
Date - 1- Signature ..)13a7 I 1 •
•'v.„.i.._ • SQ. FT:
•
WORKERS'COMPENSATION DECLARATION . ' OCCUPANCY_CONSTRUCTION TYPE STREET WIDTH PARK FEE$
'1 hereby affirm that I have a certificate of consent to self-insure or a VALUATION ' ZONE ZONING APPROVED BY DATE
certificate of Workers' Compensation Insurance, or a certified'' copy
thereof(Sect o A C.00-Company N K •- ��Q/n/; • •
GRADING CU.YDS. ACRES SPECIAL CONDITIONS: -
hcy No. d C,-10"“-(;.% - -
Certified copy is hereby furnished, REMARKS: -, - ..
—I Certified copy is filed with the city Building Division.
EXEMPTION FROM WORKERS' COMPENSATION DECLARATION • •
.. .
(This section need not be completed if the permit is,for one hundredr
($100) or less). .. . . - .
I certify that in the performance of the work for which this permit Is .
issued, I shall not employ any person in any mariner so as to become .PLUMBING. - - PLAN CHECK ELECTRICAL -- PLAN CHECK
subject to the Workers'Compensation Laws of California. •
UWtLLING - VAKAGE
Date Signature BATHTUBS' SHOWERS - SO.FT SO FT
NOTICE: If after making this declaration, you should become.subject • TOILETS. . URINALS • GENERATOR 0-1 KW_1-10-KW '
•to the Workers' Compensation provisions of the Labor Code,you must TRANSFORMER ,
' forthwith comply with such provisions or this permit shall be deemed LAVATORIES DOUBLE LAYS - - ' -' • 'APPLIANCE 10-50 KW_50+KW . , • -
-
revoketl. - KIT.SINKS - - DISHWASHERS '• ' ' MOTORS
CONSTRUCTION LENDING AGENCY - 0-1 HP r 1=30 HP
I hereby affirm that there is a construction lending agency for the per- SERVICE SINKS •SUMPS' ' - . (INC.SOLAR) ' 10-50 HP -50+ HP
formance of the work for which this permit Is issued (Section 3097
Civ. CJ. •- - -' ' 'FLOOR SINKS - FLOOR DRAINS -FIXTURES OUTLETS•' -SWITCHES
Lender's Name - '
Lender's Address DRINKING FOUNTAINS - • - GAS TUBE SIGNS _• -^ - '
OWNER BUILDER DECLARATION INTERCEPTORS - '
CLARIFIERS POLE LIGHTS - - -
I hereby affirm that I am exempt from the Contractor's License Law for
the-following reason (Section 7031.5 Business and Professions Code: SWIMMING POOL P TRAP - - LOINS 1 KUL NUN ,
Any city or county which requires a permit to construct, alter, - POLES' METERED - SUB - •
improve,demolish or repair any structure, prior to its issuance,also re- WATER-SERVICE ALTERATION PANELS MAIN . SUB
' quires the ap,,licant for such permit to file a signed statement that he • -
is licensed pursuant to the provisions of the Contractor's License Law GAS SERVICE OUTLETS . SERVICE AMP • '-
(Chapter 9 (commencing with Section 7000) of Division 3 of the
Business and Professions Code) or that he is exempt therefrom and the WATER HEATERS BTU OUTPUT - - • - • -
•
-is for the alleged exemption. Any violation of Section 7031.5 by -
applicant for a permit subjects the applicant to.a civil penalty SEWER CONNECTIONS - - -
,ot more than five hundred dollars($500). •
- "
Lu I, as owner of the property,'or my employees with wages as their /SOLAR TANK ' I/COLLECTORS h - - • - • - - •
sole compensation, will do the work,and the structure Is not intended
or offered for sale. (Section 7044, Business and Professions Code:The /SOLAR PIPING SYS. ci196, ISSUE FEE ' - - ••.,9 00
V
Contractor's License Law does not apply to an owner of a property f
who builds or improves thereon, and who does such work himself or ISSUE FEE &jp APPLICATION APPROVED BY - DATE
through his own employees, provided that such improvements are not
intended or offered for sale. If, however,the building Or Improvement MECHANICALPLAN CHECK
is sold within one year of completion, the owner will have the burden _ SUMMARY OF FEES
of proving he-did not build or improve for the purpose of sale). HEATING SYSTEM 0-100,000 BTU BUILDING
❑ I, as.owner of the property, am exclusively contracting with. AND DUCTING PERMIT $ SMTP-
$'
licensed contractors to construct the project (Section 7044, Business 100,000 +BTU "PLAN CHECK $ PERMIT
•
//'�
and Professions Code: The Contractor's License Law does not apply to ISSUANCE $ _
an owner of property who builds or improves thereon, and who con- REFRIGERATION 0-100,000 BTU PLUMBING $
tracts from such projects with a contractor(s) .licesned pursuant to SYSTEM _ GRADING '$-
the Contractor's License Law). 100,000'+BTU_ PLAN CHECK $ - T-
❑ I am exempt—under Section - B.& P.C.for this BOILERS BTU ' ELECTRICAL $ -5t� - $
7
reason ' PLAN CHECK $ - MICROFILM $.
Date Owner SYSTEM REPAIR,ALTERATION TOTAL FEE$_•
EXHAUST SYSTEM MULTIPLE MECHANICAL $ '
I hereby certify the have read this application and state that the above - - LES$AD-
information is co t.'I agree to comply with all City and county -
PLAN CHECK $ - - • VANCE PC "• 5______ '
ordinances and aws relat( O cggonstruction,and hereby authorize „t 1
representatives p his city to n er upon the above mentioned
propeSignatuty re for s. 9-Ag
p se 1�_
\ ISSUE-FEE -
CMF 0865-46 White-Building;Canary-Applicant; Pink-Accounting;Goldenrod-Assessor
•.
CONSTRUCTION AND PLANNING POOL&SPA •.. - ._ I
APPROVALS Permit# />411-3q k Date Inspector APPROVALS Permit# ' - -Date - ' Inspector
1._ Temporary Electrical Service or Pole `. 43. Pool & Equipment Location - - "-' - ' '
2. Soil Pipe-Undrgrn ' • • - 1 44. Steel Reinforcement - - ' - - - •
3. Electrical Conduit Utility-Undrgrn_ _ _ _. .... . . _ _.._ _ 45. '•-Forms - •4. Electrical Conduit-Undrgrn - - 46. _Electrical Bonding . - • -- - - -
5. Steel Reinforce 47. Rough Plumbing & Pressure Test - -
6. Electrical UFER Grn - 48. APPROVAL TO COVER-GUNITE
7. , Footings 49. Electrical Conduit-Undrgrn
8. Foundation 50. Gas Pipe, 0 Undrgrn,Test - ' '
9. Water Pipe-Undrgrn 51. Backwash Lines. P-Tran. Q'Undrurn' - .- '
10. Structural Floor System 52. APPROVAL TO DECK . -- • __. - ' `
11. Property Sewer Line& House Connection - - - 53. Backwash & Receptor-Final -
12. Street Sewer.Connection - -- - - -' 54. Heater & Vent-Final -- - '
13. Rough Plumbing - 55 Plumbing System -Final -
14. Rough Electric-Conduit -- - - - - -56. - Electrical-Final
15. Rough Electric-Wiring - .- - 57. Solar System-Final - - ,
16. Rough Heating &Air Conditioning - - - -- 58. Fencing&Access Approval
17. Ducts,in Structure __ ' ' . . 59. APPROVED FOR PLASTERING .
18. Ducts, Ventilating • - - _ ,
19. Gas Pipe-Rough &Test - 60. POOL/SPA SYSTEMS FINAL
20. Roof Framing • -- - -_ -
21. Roof Sheathing r
• NOTES:
22'. Frame and Flashing -
' 23. Insulation - - - - - .
' 24: Lathing& Siding • - •
25. Drywall Nailing - .
26. Plaster Brown Coat - - - - '
27. Electrical Power Meter-Final •
28.- Final Electric - - -. - - • '
29. Final Heating &Air Conditioning -- - - '
30. Final Gas Pipe-Test - - - . -
' 31. -Final Plumbing . _ . . ,
32'. Water Service-Final - --- - • i • ,
33. Gas Service-Final - - - - I
• 34. Solar Domestic-Final ' • Na 1 1-14-Ira--
' 35. Landscape Sprinkling System - 1. • - - -
36. Sound Attenuation - -.
37. Handicap Regulations - - - . , .
38. FINAL STRUCTURE & BUILDING - . . •
39. Special Requirements Completed
40. Electric Release to Edison -
41. Gas Release to Southern California Gas Co. '
' 42. CERTIFICATE OF OCCUPANCY -- - • '` '
- No Date _ .. . - _,_____ - -• _._._.
, SERVAMATIC SOLAR SYSTEMS, INC.
Name x/16911 Wiyt( Date
Address OCIR \UfAU3EY & ( • Installed by
City b. Phone # COOL YYnP3G. 53-2 -X17=7'( PLOT PLAN
- Truss ❑ Rafter Er./(,
Size of Members 2. "xi(' "
Centers 2`{ inches
Roof Spanfeet
Roof `Type ;� Q(
Weight Lode _..--
Pounds
�Pounds per square foot
DM
5
, c+ ,
APPf OVE
CITY OF COSTA MESA
Mechanical Division
n � �',���. LJ;.,.. fl nnr•mnnt
J\/ Note any existing roof problems befol arlin ��
s�P$+�'• g the Job.D;urtd..have__. he
customer sign to acknowledge that they have--been—mad--- --- -of them.
Permit # aZ
51311 (Rev. 6/82)
THIS NUMBER MUST ACCOMPANY
ALL INSPECTION REQUESTS
i
is ' .5 Li n . ...,..:
,,, „:„.• ,
, ..l>' TM SOLAR ,
1 • .,...
, .
I,1
' •
i
., ,
WATER HEATER
.,!;• ;, . 440 . .,. . ,
. . .. .. , . ;
• .11 . ._ . . ,
, . ,
• , 0 ,
,, . .
.. .
. .
. . . .
o
. .
T.". ii •
,I' - .
MSS
' .1:61:frj : .
I.
•_.....+ a ,
i \.......4
n
yl . _. 1
•� sheikh" 1.49 bolts 4 AXI" Self top screws Te
t 4,_,,,..____ ,
t - It
Rafters 2i° O.C.
. 1
I
I // /% /�/
TYPICAL MOULTING OF SUN FLOW .,,�,. , �--=
.. ' / . . 1 /
SOLAR I�ATE� NEATE . - ����, r
if
•
/ '.
II
yAii . r saw `
•
. . .� XPi- - --_.-'S Amir, ar,a,....,'_ •_. __ _ >:_:). 1
,,,,,
f
NOTE : SHEETING AND ROOF •
. ' MATERIAL NOT SHOWN. BUTYL-
RU8&R SEP= TO %E USED 413- , 1NC. M
MOUNTING ElA2
AROUND All LAG BOLTS .
1
•
t
. /1,/f/ ..--77-A9 ./kms\ I ••C'
%.., 1‘/.9 n ‘411. I\.#- \MMW46,--:,___
•
4.111 ' ♦\ • /t' :II.
\, 111 ,, ' i /, ,
. ' !,• l'i x.:11 ♦ / \\ ,�.
�%.'•:‘/A1,\11,--- ..J \'
� � x.1 /� / ,v
•'M.ROE ZNISLILATION , --� 1 / �/ 1 -
1 //v
NOT WATER TO HOUSE - - - •
II
Tac To LIItrS
•
. •.• Nor To WATER. •• 1746,- GATE VALVE
HEATER
INSULATING W[1EQ- -_......_____..../
IEATC7Z L�Iww.LT —�' f.� .• .,
1 - -�' 1 t
II 1
I ' cesn#G NATER FEATM
I
• 1 1 • .
LI .
. ; 1 I
I I '
March 1. Si y7 �4
GI)
ti
• ROOF INSTALLATIOls GUIDELINES • ma lass
-
__- — - _- .. ._ . _ -- - SUN FLOW SALAR WATER HEATERS 4•a�at
-411"Of
•
1. All existing roofs where sun flow water heaters
• to be installed shall, be visually inspected by the
installation foreman.
2. Any defect., such as excessive sag or flex, usually
observed shall be recorded. If required, a bracing
system may be . installed -to strengthen the roof system.
3. If a roof is determined to be fifteen yeari or Aider,
the installation foreman shall inspect the underside
of the structure where solar units are to be installed.
Note any defective member, condition of material, size
of material , over all span and spacing. If it is
determined that the framing system 1111 not support
the additional loads imposed by the solar units, an
engineered bracing system shall be installed.
4. The following is a guide to determine tht adequacy of
the structure, to support sun flow solar units, normally
encountered in the home building industry.
a. 2X4 rafters spaced at 24" 0/c and maximum
t span of 7'-0 center to center. 7'-0 span may
• be supported by intermediate purlins or walls.
b. 2X4 rafters spaced at 16" o/c and maximum
span of 4'-0 center to center.
e. . 2X6 rafters spaced at 24' o/c and maximum
. span of 12'-0 center to center.
d. 2X8 rafters spaced at 24" o/c and maximum
span of 14'-6" center to center.
e• 2X10 rafters spaced at 24" o/c and a maximum
span of 18'-0 center to center.
f. 4X6 rafters spaced at 16' o/c and a maximum
span of 14'-0 center to center. • •
g. 4X6 rafters flat roof spaced at 36" o/c and
naxim,xn span of 14'-0 center to center.
h. Fabricated Roof Trusses: •
2X4 members - Trusses spaced at 24' o/c and a
maximum span of 24'-0. •
2X6 members - Trusses spaced at 24' o/c and 41
a maximum span of -36'-0. - -
Pd
t
•
J
••►% EIEYAZ ENGINEERS
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GY,s�t np S1ruClural.Env ionmenul
�• , ?020 N Broabwa S:,ite 200.Watnu'Geek Zat� M ►E
` � C;Morma 94596 Prpne all-934-0707 _- •- - -- . -,_-_._ _Mopes"a Para%p.E---
• - March 1, 1982
- •
Server:iatic Solar Systems, Inc.
1641 Challenge Drive. .
Concord, CA 94520 •
Gentlemen: -
Enclosed please find a set of Structural"calculations on .
the adequacy of roof systems to carry .dditional loads
imposed by the "Sun Flow - Solar Water .Heeters". We have
investigated a typical rafter and ridge beam type roof ',
systems. Calculations are based on a different rafter
spacing and different spans with a roof pitch of 4 to 12.
Most ccr,ventional home roof framing falls within the
spans investigated. In each case, the loads of the solar
units were placed on the roof as it will be installed.
our investigation show that the existing roof systems are
capable to carry two or more of the solar units
•-with a three or pore member distribution. The spans and •
spacings investigated do not require any strengthening •
or additional bracing.
We also investigated a conventional prefabricated roof
truss systems, one with 2X4 members, 24 '-0 span and
37 '-4" span and one with 2X6 members, 36'-0 span and
35 '.-2" .span. These trusses were selected from actual -
• . roof installations . In all the cases investigated, due
. . to additional loads, the stresses were within the
allowable member stresses, therefore,_ trusses are capable
to carry two or more of the solar units without any
: strengthening or bracing.
a
Please feel free to call on us if you have any questions.
- Sincerely yours,
_ yaw�uyti i
. s.
teki M. 'ryas a +++•
\\.s. Mr.. 'sIs _. _ ,
a r-- • a a •
•
2,/Jo i4a�+vn I► L
F
CITY OF COSTA MESA REQUEST FOR OCCUPANCY
TRACT NO. 6-6G 3 DATE 78
LOT NO. 3
ADDRESS/77 2 PrAP0440eIrrAe
The developer of the above entitled tract desires to sell the above set forth
lot prior to the time that the tract has been completed and its streets
accepted by the City of Costa Mesa.
The undersigned, by executing this agreement, acknowledges that (he-she
(was or were advised that this tract has
not been given final inspection nor has it been accepted by the City of Costa
Mesa as having complied with the conditions of approval which were imposed by
the city at the time the final tract map was approved.
The city assumes no liability for the enforcement of the conditions necessary
for approval other than those conditions protected by surety bond.
The undersigned agrees to indemnify and hold the city harmless from any claim
resulting in damage or personal injury to the undersigned by reason of the
aforementioned uncompleted condition.
BY ,
rchaser
BY CC-04941111!�a . /. "
Developer and/oruthorized
G.
/ �ii157%�� �% a�i�(`representative :� /�
BY LZ
Lender
OWNER 1ST LOS Angeles Corporation DATE 3-13-72
JOB ADDRESS 1797 Tanager Drive BUILDING PERMIT NO. 34252
GENERAL CONTRACTOR The Buccola Co. DESCRIPTION of WORK Res.w/att.gar•
AP No. LOT 3 TRACT 6663 FIRE ZONE VALUE $31,500.00
INSPECTIONS Siture Date GROUP ]&J TYPE p1 ZONE R-1
SOIL As 3 -'9 72- SUBCONTRACTOR PERMITS ISSUED
GAS Date Number Signature
WATERugai5wiY-)Y Plumbing� �J > a �/ �/
ROUGH PLUMBING "en7.4,�t y-6 r7/L ea.n. i I/C.Ln.. &gb ✓F.-
n-j 60/7T
PROP. SWR. LINE Q HOUSE CON. ❑ /' OM T) �, er �� 4 -� 7Z /a/?S/P
SPRINKLING SYSTEM ���///
MISCELLANEOUS 'n
ROUGH HEATING AND AIR CONDITIONING rl Sd�1
--7Y
TEMPORARY SERVICE OR POLE
UNDERGROUND ❑ POWER 0
ROUGH WIRING it 4- Vi,i 72.' He. in. and Vent. '/
TRENCHES ❑ FORMS ❑ STEEL REINF. IA m--1 /117/ /;,/0-.L.t q �68-7�- 7 Oy�/ .�
FLOOR SYSTEM t tAf/7 9/ n' / //t • r/_ig-7,9 X1)7' .•
BONO BEAM n STEEL REINFORCE F-1
/ "(�// ((//)) ( / /
SHEATHING /
FRAME AND FLASHII (/ ge-....- p,;4.,
LATHING - IN OUT VI �.,. —PLASTER, BROWN COAT `
STRUCTURAL, FINAL o/ /' fed ri ',/
HEATING, VENT., REFRIG. AND A.C., FINAL f1/'�Z72' JJet.(/¢f' L'nj �j, 714177 i'044y -
PLUMBING, FINAL AND GAS TEST E5.7/-2-2--72,
ELECTRIC, FINAL �.-.-l-'1-7 1/1-4- 2_
PLAN NO. '8CR
LOT NO. 3 34252 PAID
COSTA MESA BUILDING-SAFETY DEPARTMENT `n77-7rcf.�•�� 874* * 161.46
P.O.BOX 1200 COSTA MESA,CALIFORNIA 92626
APPLICATION FOR BUILDING PERMIT
For Applicant to Fill in Completely
RE/C��B(y V/E BY DA EREy�VED1 DATE ISSUED
BUILDING pry E / �r/d'7.j3 r.`//�777jZ��
ADDRESS /7/ / Tanager Drive -
PERMI1J475
OWNER 1st Los Angeles Corporation A.P. NO. •SL}f!-)
MAIL BUILDING
ADDRESS #1 Wilshire @ Grand ADDRESS /7Y772'vAEE� .eyp�
a O CITY LOS Angeles Not.z
Lnui 625-7341 TRACT 't1C3 LOT 3 BLOCK
I-Z
Z ct CONSTRUCTION NEW ADD ALTER REPAIR MOVING DEMOLISH
OI- LENDER 1st Los Angeles Corporation
0- m
J D BRANCH ,,pp
—I fn OWNER ,ore. "•4, 6Afl
m IR ADDRESS 41 Wilshire @ Grand �q,/ ,. y_�L VALUE /� /—
ARCHITECT TEL USE Pat �r't�` $V/ J�
J Q OR ENGINEER Earl G• Kaltenbach No.547-8046 J
WN FIRE
!r ADDR ES$'()23 E. 17th, Santa Ma, Ca. ZONE TYPE / GROUP
p_W
APPROVED
J Z CONTRACTOR The Buccola Company BY DATE
03
cc ADDRESS 4501 Birch Street
W W
TEL
I. ZONE NO.OF USE OF NEW/6S. K0/477-7'
z= CITY Newport Beach NO. 540-8833 / PLANS 1. BUILDING
P /p �Ps GiPe
k-
-O STATE CITYYARDS APPROVED YARDS APPROVED
NEC LIC. NO. 146423 LIC.NO. 2104 MAIN BUILDING ACCESSORY BUILDING
D O (FROM C/L STREET)
SIZE
OF LOT 707 X 100' INO. DGS.NOW OF ON BLLOT O FRONT :Ca— FT. FT.
USE OF
EXISTING BLDG. R,SIpE r FT. FT.
H SIZE OF ,,NO.OF r
Z NEW BLDG. 2,165 sq (ROOMS lO STORIES 1 L.SIDE J FT. FT.
Q EXTERIOR WALL I ROOF
V COVERING COVERING Shake REAR ,77 FT. FT. r
J USE OF BUILDING AND WORK TO BE PERFORMED DISTANCE BET. BET.MAIN&
1 MAIN BLDGS. ACCESS. BLDGS.
QI,G/ I al/ VAR. DATE
CAR..v)- APPROVED
H APPROpi4O O`P 0 DATE ?
i—
T
en
MO FOR SPECIAL REQUIREMENTS/
V 12
I hereby acknowledge that I have read this application and state STATE - a /46—
r that the above information is correct and agree to comply with
IX all laws regulating building construction, end I shall not employ o�/e a/ /r 0 �/-
r any person In violation of the workman's compensation laws of
V) ole o([ s7 m
the State of California. m
zI hereby certify that I am properly licensed as a contractor under Tax SQ T. 0.-
the
the State of California Business and Professions Code, Division 3, TH -0NT SHOWN UNDER VALUATION IS FOR
Chapter 9. and that such licenses are in full force and effect,or I THE PURPOSE OF ESTABLISHING A PERMIT FEE ONLY: Q
am exempt from the provisions of the State of California Business !
and Professions Code, Division 3,Chapter 9. VALUATION / O�i So m
��,ppp 1 PERMIT FEE $ RD
Signature of • / 1�1\ -4 r �•—m
Permittee t 1C/�, 1' $ ���D�-� PLAN CHECK $ c,J �.�J E
0
Jr� /LL
Authorized Agent \ TOTAL FEE $ / 59, 7J