11449 (RR)Building 51-980 MORALES
Address
4 1
P.O. BOX 1504 fFik
N Q .
78-105 CALLE ESTADO r j
LA QUINTA, CALIFORNIA 92253
MICHAEL
FISCUER
Mailing
Address 2240 YUMA WAY
City
Zip
Tel.
FULLERTON
92635
1714 447-4552
Contractor
I l- �
--
Address
IZip� ITeI.:
r i
State Lic.City
& Classif. f �, jt- a t Lic. #
Arch., Engr.,
Designer
Address Tel.
CityI Zip I State I
Lic. #
LICENSED CONTRACTOR'S DECLARATION
1 hereb a that,l am licensed under provisions of Chapter 9 (commencing with Section
7000)°of ,mesion t3 of tha,8Pjness and Professions Code, and my license is in full force and
I OWNER -BUILDER DECLARATION
I hereby affirm that I am exempt from the Contractor's License Law for the following
reason: (Sec. 7031.5,Business and Professions Code: Any city or county which requires a
permit to construct, atter, improve, demolish, or repair any structure, prior to Its issuance also
requires the applicant for such permit to rile a signed statement that he is licensed pursuant to
the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of
Division 3 of the Business and Professions Code, or that. he 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).
❑ 1, 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 offered for sale. (Sec. 7044, Buisness and
Professions 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 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 did not build or improve for the purpose of sale.)
gas owner of the property, am exclusively contracting with licensed contractors to con-
st(.t the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law
does not apply to an owner of property who builds or improves thereon, and who contracts for
such projects with a contractor(s) licensed pursuant to the Contractor's License Law.)
❑ 1 am -exempt under Sec. B. & P.C.-for this reason
Date ! t' '� +"Owner
WORKERS' COMPENSATION DECLARATION
I hereby affirm that I have a certificate of consent to self -insure, or a certificate of
Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.)
Policy No. Company
❑ Copy is filed with the city. ❑ Certified copy is hereby furnished.
CERTIFICATE OF EXEMPTION FROM
# WORKERS' COMPENSATION INSURANCE
(This section need not be completed if the permit Is for one hundred dollars ($100) valuation
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 manner so as to become subject to the Workers' Compensation
Laws of California.
Date Owner
NOTICE TO APPLICANT, If, after making this Certificate of Exemption you should become
subject to the Workers' Compensation provisions of the Labor Code, you must forthwith
comply with such provisions or this permit shall be deemed revoked.
CONSTRUCTION LENDING 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
This is a building permit when properly filled out, signed and validated, and is subject to
expiration if work thereunder is suspended for 180 days.
I certify that I have read this application and state that the above information is correct.
I agree to comply with all city and county ordinances and state laws relating to building
construction, and hereby authorize representatives of this city to enter the above-.
mentioned property for inspection purposes.
Signature of applicant -Date-
Mailing
ateMailing Address
City, State, Zip
11.449
BUILDING: TYPE CONST. OCC: GRP.
.P. Number
Legal Description
Project Description REROOF FROM ROCK TO TILE
APPROVED
Sq. Ft.
Size
New ❑
No.
Stories
No. Dw.
Units
Add ❑ Alter ❑ Repair ❑ Demolition ❑
stlmaiea valuation
$3,Sfl0
PERMIT -AMOUNT
Plan.Chk. Dep.
Plan Chk. Bal.
Const. $30.00
Mech.
Electrical
Plumbing
S.M.I.
Grading
Driveway Enc.
Infrastructure
TOTAL $30.00
REMARKS A, -,C4 0 ; ; fl ? , 00 n_r,s . > I A
lY: f�NL+ri ! i'+.i)YtL 1
ZONE: BY:
Minimum Setback Distances:
Front Setback from.Center Line
Rear Setback from Rear Prop. Line
Side Street Setback from Center Line
Side Setback from Property Line
FINAL DATE INSPECTOR_
Issued by: Date Permit
Validated by:
Validation:
CONSTRUCTION ESTIMATE
NO. ELECTRICAL FEES
NO. PLUMBING FEES
1ST FL. SO. FT. ® $
2ND FL SQ. FT.
POR. SO. FT. ®
GAR. SQ. FT. ®
CAR P. SQ. FT.
WALL SQ. FT. ®
SQ FT ®
ESTIMATED CONSTRUCTION VALUATION $
UNITS
MOBILEHOME SVC.
POWER OUTLET
YARD SPKLR SYSTEM
BAR SINK
ROOF DRAINS
DRAINAGE PIPING
DRINKING FOUNTAIN.
URINAL
WATER PIPING
NOTE Not to be used as property tax valuation
FLOOR DRAIN
MECHANICAL FEES
HEATING (ROUGH)
WATER SOFTENER
VENT SYSTEM FAN EVAP.COOL HOOD
SIGN
WASHER(AUTO)(DISH)
APPLIANCE DRYER
DUCT WORK
GARBAGE DISPOSAL
FURNACE UNIT WALL FLOOR SUSPENDED
LAUNDRYTRAY
AIR HANDLING UNIT CFM
HEATING (FINAL)
KITCHEN SINK
ABSORPTION SYSTEM B.T.U.
TEMP USE PERMIT SVC
WATER CLOSET'
COMPRESSOR HP
POLE,TEM/PERM
LAVATORY
HEATING SYSTEM FORCED GRAVITY
AMPERES SERV ENT
SHOWER
BOILER. B.T.U.
SO. FT. ® c
BATH TUB
BOND BEAM
SO. FT. ® c
WATER HEATER
MAX. HEATER OUTPUT, B.T.U.
SQ. FT. RESID ® 1V4 c
SEWAGE DISPOSAL
LUMBER GR.
SQ.FT.GAR ® 3yc
HOUSE SEWER
FRAMING
FINAL INSP.
GAS PIPING
PERMIT FEE
PERMIT FEE
PERMIT FEE
DBL
TOTAL FEES
MICRO FEE
MECH.FEE PLCK.FEE
CONST. FEE ELECT. FEE
SMI FEE PLUMB. FEE
STRUCTURE PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR
SETBACK
GROUND PLUMBING
UNDERGROUND
A.C. UNIT
COLL. AREA
SLAB GRADE
ROUGH PLUMB.
BONDING
HEATING (ROUGH)
STORAGE TANK
FORMS
SEWER OR SEPTIC TANK
ROUGH WIRING.
DUCT WORK
ROCK STORAGE
FOUND. REINF.
GAS (ROUGH)
METER LOOP
HEATING (FINAL)
OTHER APPJEQUIP.
REINF. STEEL
GAS (FINAL)
TEMP. POLE
GROUT
WATER HEATER
SERVICE
FINAL INSP.
BOND BEAM
WATER SYSTEM
GRADING
CU. yd.
$ plus x$
=$
LUMBER GR.
FINAL INSP.
FRAMING
FINAL INSP.
ROOFING / (
, c /2
'�
REMARKS:
VENTILATION
FIRE ZONE ROOFING:
FIREPLACE
SPARK ARRESTOR
GAR. FIREWALL
LATHING
MESH
INSULATIONISOUND
FINISH GRADING
FINAL INSPECTION-
CERT. OCC.
FENCE FINAL
INSPECTOR'S SIGNATURESIINITIALS
GARDEN WALL FINAL
3.
2-0 1 7-2-3 13-6 19-9-13 , 27-0 12-0,
7-2-3 6-3-13 6_3-13 .7-2-3
4x4
3
1 4 -A
7 6
3x4 3x4
3x6 SPL.
9-3-7 17-8-9 27-0 ,
9-3-7 8-5-1. 9-3-7,
C x6
5
L. HL TO PX: 14-4-12 R. HL TO PX :14-1-12
LEFT HEIGHT:0-3-15 SPAM:27-0 RISE:4-6-9 RIGHT HEIGHT:0-3-15
------ -----------------------------------------------
LOADING (PSF) MAX STRESSES MINIMUM GRADE OF -LUMBER
L. TOP 1-2-0.512 TOP CHORD•2 4.�-No.l&Btr 91 DF -L'
TOP 16 16 BOTT 5-6=0.440 BOT CHORD:2*4" No.l&Btr__:91DF-L
BOTT 05 DEFL.@6=0.10 < L/240 WEBS :2*4"STU6 9-1-11F
________________________________________________________
STR.INC.: LUMB = 1.25 PLATE = 1.25 SPACING 24.0 in. o. c.
REPETITIVE STRESSES USED NO.. OF MEMBERS = 1
PLATES ARE MITER M20-186,147 MANUFACTURED. FROM ASTM A-446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN)
PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY (EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91
THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER.
===««A.C.E.S
Version 5.7»»======[ 000082 ]=======««A.C.HOUSTON-INDI»»===
Customer
: CALCS
Thu Oct 01
11:37:57 1992
Project
#: FISHER
-Truss ID :
A
Family # :.
104
Span
: 27-0
Quantity' :
1
Top Pitch
3.75/12
TOP CHORD
BOTTOM CHORD
WEBS REACTIONS - SIZE
1-2=-2334
5-6= 2221
2-7=-427 1=-1136
3.50
2-3=-2023
6-7= 1533
3-7= 565 5=-1136
3.50
3-4=-2023
7-1= 2221
3-6= 565
4-5=-2334
4-6=-427
3.
2-0 1 7-2-3 13-6 19-9-13 , 27-0 12-0,
7-2-3 6-3-13 6_3-13 .7-2-3
4x4
3
1 4 -A
7 6
3x4 3x4
3x6 SPL.
9-3-7 17-8-9 27-0 ,
9-3-7 8-5-1. 9-3-7,
C x6
5
L. HL TO PX: 14-4-12 R. HL TO PX :14-1-12
LEFT HEIGHT:0-3-15 SPAM:27-0 RISE:4-6-9 RIGHT HEIGHT:0-3-15
------ -----------------------------------------------
LOADING (PSF) MAX STRESSES MINIMUM GRADE OF -LUMBER
L. TOP 1-2-0.512 TOP CHORD•2 4.�-No.l&Btr 91 DF -L'
TOP 16 16 BOTT 5-6=0.440 BOT CHORD:2*4" No.l&Btr__:91DF-L
BOTT 05 DEFL.@6=0.10 < L/240 WEBS :2*4"STU6 9-1-11F
________________________________________________________
STR.INC.: LUMB = 1.25 PLATE = 1.25 SPACING 24.0 in. o. c.
REPETITIVE STRESSES USED NO.. OF MEMBERS = 1
PLATES ARE MITER M20-186,147 MANUFACTURED. FROM ASTM A-446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN)
PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY (EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91
THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER.
===««A.C.E.S Version 5.7»»======[ 000084 ]==== ««A.C.HOUSTON-INDI»»===
Customer : CALCS Thu Oct 01 11:40:07 1992
Project #: FISHER Truss ID : B Family # 103
Span : 21-0 Quantity : 1 Top Pitch : 3.75/12
TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE
1-2=-1741 5-6= 1656 2-6=-486 1=-914 3.50
2-3=-1256 6-1= 1656 3-6= 436 5=-914 3.50
3-4=-1256 4-6=-486
4-5=-1741
PLATE OFFSETS (X=LEFT,Y=TOP):[j6=4,2),
2-0 5-7-5 10-6 15-4-11 21-0 2-0
5-7-5 4-10-11 4-10-11 5-7-5
3
4x4
3
6
5x8
(6
5
PLATES ARE MITER M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN)
PLATE MUST HE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY (EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91
THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER.
10-6
21-0
10-6'
10-6
L. HL TO PX:11-8
R.
HL TO PK :11-0
LEFT HEIGHT:0-3-15
SPAM:21-0
RISE:3-7-5 RIGHT
HEIGHT:0-3-15
-------------------------------------
LOADING (PSF
------
MAX STRESSES
-------------------------
-------------------------------------
MINIMUM GRADE
OF LUMBER
i ,L_
TOP 1-2=0.261
TOP CHORD:2*4
No.l&Btr 91 DF -L
TOP 16 16
BOTT 6-1=0.330
BOT-CHORD:2*4
SS 91 DF -L
BOTT 0--,5
DEFL. @6=0.06 <
---------------------------------_--_______
L/240 WEBS :2*4
STUD 91 HF
---------------
STR.INC.: LUMB.= 1.25
--------
PLATE= 1.25
SPACING 24.0
in o. c
REPETITIVE STRESSES USED
NO. OF MEMBERS
= 1
PLATES ARE MITER M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN)
PLATE MUST HE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY (EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91
THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER.