HomeMy Public PortalAbout9040 LAS TUNAS DR_Building__ �76A63�7A C E #803:r/APPLICATION. FOR BUILDIN PERMIT
COUNTY OF `LOS ANGELES ASSESSOR
DEPARTMENT OF COUNTY ENGINEER MAP BOOK PAGE PARCEL
BUILDING AND SAFETY DIVISION BUILDING ^
ADDRESS (�
COLEMAN W. JENKINS, SUP T OF BUILDING
LOCALITY
FOR APPLICANT TO FILL IN NEAREST
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BUILDING / DIS RCI NQ„ R UP TYPE R BY
ADDRESS O J / (//j(Jj� r�j� CONST
STATISTICAL CL SSIFICATION S ER MAP
LOT NO - - �j BLOCK CLASS NO DWELL,UNITS BKL pG /
TRACT �- USE ZONE MAP _
NO.OF BLDGS. NO Q
SIZE OF LOT �Q5 NOW ON LOT O SPECIAL
USE OF CONDITIONS
EXISTING BLDG.
TEL
OWNER p;y '. NO. BLDG SETBACK FROM
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FRONT PROP.LINE OF (STREET)
ADDRESS
TYPE OF EXISTING SETBACK HIGHWAY + YARD = TOTAL
CITY .0 HIGHWAY WIDTH FROM C L
ARCHITECT ORTEL. /7 e3134 1
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ENGINEER NO. (OJ J BLDG S TBA K FROM
ADDRESS SIDE PROP LINE OF (STREET)
TEL TYPE OF EXISTING SETBACK HIGHWAY } YARD = TOTAL 0
CONTRACTOR O NO ?i�G7 ` HIGHWAY WIDTH FROM C.L V
ADDRESS LIC + _
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CITY CLASS CORNER CUTOFF YES E] NO ❑ W
CONSTRUCTION LENDER 0-
NAME
NAME AND BRANCH SEE REVERSE SIDE FOR SPECIAL APPROVALS Z
ADDRESS
SQ FT' NO OF NO. OF NEN, w r
SIZE ZZ STORIES FAMILIES -
USE OFADDG ADD ❑ �� r L?STRU _
ALTER ❑ !—� AA"""Q�
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—REPAIR❑ G�K.�li O" �
SIGNATURE OF f.,/?
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APPLICANT DEMOL ❑
VALUATION $ �, p!>fJ LfW��
/� '^ y� APPROVALS DATE INs�T I
FEE $ � (/' .$Ji�V FEE $ Z�y! PZ7 rOFORMS IMATERIALS ON IS
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FRAME: FIRE STOPS,
I HEREBY ACKNOWLEDGE THAT I,HAVE READ THIS APPLICATION BRACING BOLTS
AND STATE THAT THE ABOVE IS CORRECT AND AGREE TO COMPLY FURNACE- LOCATION,
WITH ALL ORDINANCES -,AND LAWS REGULATING, BUILDING CON- GAS VENT, DUCTS
STRUCTION I CERTIFY HAY',IN DOING.THE WORK AUTHORIZED .
HEREBY I WILL NOT,EMPLOY,ANY ERSONNN VIOLATION•OF THE
LABOR CODE OF THE STATE, 0 - ALIFORNIA IN RELATING TO LATH, INT.
WORKMEN'S COMPENSATION INSU A E' H, EXT.
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SIGNATURE OF HOUSE NUMBER COR-
PERMITTEE RECT AND POSTED
ADDRESS "' ' FINAL
JOHN F LEWIS PRINCIPAL STC AL ENGINEER
PLAN CHECK VALIDATION CK M O CASH PERMIT VALIDATION CK M 0 CASH
._ 1 5 7 3: JUL2 3 0 8 0.4 0 A
� 1
NOV 1 2 3 0 5 1.0 0
1 9.00