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CITY OF NEWPORT BEACH
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING DIVISION
100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915
www.newoortbeachca.gov 1(949) 644-3200
CASE
® REQUEST FOR MODIFICATION TO PROVISIONS
OF TITLE 9 (FIRE CODE) OR TITLE 15 (BUILDING CODE)
OF THE NEWPORT BEACH MUNICIPAL CODE
(See Reverse for Basis for Approval) (Fee $294)
❑ REQUEST FOR ALTERNATE MATERIAL
OR METHOD OF CONSTRUCTION
(See Reverse for Basis for Approval) (Fee $294)
❑ REQUEST FOR EXEMPTION FROM DISABLED
ACCESS DUE TO PHYSICAL OR LEGAL
CONSTRAINT (Fee $1,637)
(Ratification by the Board of Appeals will be required.)
For above requests, complete Sections 1, 2 $ 3
below by printing in ink or typing.
JOB ADDRESS:
RECEIVED 6y
COMMUNITY
OCT 17 RECD
n� DEVELOPMENT G.T
' Op NEWPOVLI ��
STAFF USE ONLY
Plan Check #• !` u # of Stories �A
Occupancy Classification
Use of Building S'f0 # of Units
Project Status ('m 6 <1Anrl ffjI
Construction Type AJA
Verified by — r%
No. of Items
Fee due
DISTRIBUTION: i
❑ Owner ❑ Plan Check
❑ Petitioner ❑ Inspector
❑ Fire ❑ Other
SITEADDRESS 1150 POLARIS DR. Petitioner PLAMEN PETROV, P.E.
Owner NADINE LEYTON (Petitioner to be architect or engineer)
Address 1150 POLARIS DR. Address 28161 CASITAS CT.
NEWPORT BEACH, CA Zip 92660 LAGUNA NIGUEL, CA Zip 92677
Daytime Phone ( ) Daytime Phone (714)717-7542
DESIGN 1.A.2K(3)C
M
Position ENGINEER OF RECORD
Petitioners `��(;!G'
Signature ///hY""''"' CA Professional Lic.# C66947 Date 10/17/19
FOR STAFF USE ONLY
DEPARTMENT ACTION: In accordance with: ❑ CBC 104.11/CFC 104.9 ❑ CBC 104.10/CFC 104.8
(Alternate materials & methods) (CBC Modification)
❑ Concurrence from Fire Code Official is required. ❑ Approved ❑ Disapproved ❑ Written Comments Attached
By: Date
❑ Request (DOES) (DOES NOT) lessen any fire protection requirements.
❑ Request (DOES) (DOES NOT) lessen the structural integrity
The Request is Granted ❑ Denied (See reverse for
Ll Granted (Ratification required) appeal Information)
Conditions of Approval:
signature I, .(nCHIEF BUILDING OFFICIAL i/✓� 0
Print Name - FO
OF DIVISION ACTION TO THE BUILDING BOARD OF APPEALS (See Reverse)
(Signature, statement of ow a or Iicant, siatjm�en of r eat and fling fees are required.)
CASHIER RECEIPT NUMBER: � l./ I Farms\modif 09/21/18
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1) CONCRETE
UNLESS SUBSURFACE SOIL MATERIAL PREVENTS THEIR USE, PILING SHALL BE PRE -STRESSED CONCRETE WITH A
MINIMUM COMPRESSIVE STRENGTH AT 28 DAY OF 6,000 PSI. PORTLAND CEMENT SHALL BE ASTM C150 TYPE 2.
WATER FOR MIXING AND CURRING SHALL BE FRESH, CLEAN AND POTABLE. AGGREGATES SHALL CONFORM TO ASTM
C33, SIZE NUMBER 67, AND BE FREE FROM ANY SUBSTANCE THAT IS DELETERIOUSLY REACTIVE WITH THE ALKALIS IN
THE CEMENT. ADMIXTURES, IF USED, SHALL CONFORM TO THE REQUIREMENTS OF ASTM C494 AND NOT CONTAIN
CHLORIDES. CORROSION INHIBITING CONCRETE ADMIXTURES ARE ENCOURAGED.
2) REINFORCING
PRESTRESSING STEEL SHALL BE UNCOATED, SEVEN -WIRE STRESS RELIEVED STRAND WITH MINIMUM ULTIMATE STRENGTH
OF 270 KSI CONFORMING TO ASTM A416.
TIES AND SPIRALS SHALL CONFORM TO ASTM A82, COLD DRAWN. PILES SHALL CURE AND REACH A STRENGTH OF NOT
LESS THAN 4,000 PSI BEFORE DE -TENSIONING AND CUTOFF OF THE STRANDS.
LAPPED SPLICES IN SPIRAL PILE REINFORCING SHALL BE LAPPED 80 WIRE DIAMETERS MINUMUM. SPIRAL SPLICES AND
ENDS SHALL BE TERMINATED BY 135' HOOK WITH 6" TAIL HOOKED AROUND STRAND.
THE GAGE OF SPIRALS SHALL BE AS FOLLOWS:
FOR PILES HAVING A DIAMETER OF 16" OR LESS, WIRE SHALL NOT BE SMALLER THAN 0.22 INCH (No.5 GAGE).
FOR PILES HAVING A DIAMETER OF MORE THAN 16" AND LESS THAN 20", WIRE SHALL NOT BE SMALLER THAN 0.238
INCH (No.4 GAGE).
FOR PILES HAVING A DIAMETER OF 20" OR LARGER, WIRE SHALL NOT BE SMALLER THAN 0.25 INCH ROUND OR 0.259
INCH (No.3 GAGE).
3) FACTORED LOADS, EXCLUDING THE WEIGHT OF THE PILE, ARE PER SCHEDULE BELOW
4) DESIGN IS BASED ON THE FOLLOWING LOAD COMBINATIONS
QX BENDING AND COMPRESSION
BENDING AND TENSION
OTHER, DESCRIBE
5) FLEXURAL LENGTH IS EQUAL TO 2/3 OF THE PILE LENGTH.
PILE SCHEDULE
PILE EMBED INTO AS -BUILT PILEDESIGN AXIAL DESIGN
N0.OF DIA OF PILE LENGTH L EMBED INTO DESIGN MOMENT
PILE N0. PILE SIZE DREDGE LINE COMPRESS. PCU M SHEAR VU
STRANDS STRANDS min (ft) D min (ft) DREDGE LINE (kips) U (ft -kips) (kips)
D actual (ft)
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TYP
N.T.S.
1) CONCRETE
UNLESS SUBSURFACE SOIL MATERIAL PREVENTS THEIR USE, PILING SHALL BE PRE -STRESSED CONCRETE WITH A
MINIMUM COMPRESSIVE STRENGTH AT 28 DAY OF 6,000 PSI. PORTLAND CEMENT SHALL BE ASTM C150 TYPE 2.
WATER FOR MIXING AND CURRING SHALL BE FRESH, CLEAN AND POTABLE. AGGREGATES SHALL CONFORM TO ASTM
C33, SIZE NUMBER 67, AND BE FREE FROM ANY SUBSTANCE THAT IS DELETERIOUSLY REACTIVE WITH THE ALKALIS IN
THE CEMENT. ADMIXTURES, IF USED, SHALL CONFORM TO THE REQUIREMENTS OF ASTM C494 AND NOT CONTAIN
CHLORIDES. CORROSION INHIBITING CONCRETE ADMIXTURES ARE ENCOURAGED.
2) REINFORCING
PRESTRESSING STEEL SHALL BE UNCOATED, SEVEN -WIRE STRESS RELIEVED STRAND WITH MINIMUM ULTIMATE STRENGTH
OF 270 KSI CONFORMING TO ASTM A416.
TIES AND SPIRALS SHALL CONFORM TO ASTM A82, COLD DRAWN. PILES SHALL CURE AND REACH A STRENGTH OF NOT
LESS THAN 4,000 PSI BEFORE DE -TENSIONING AND CUTOFF OF THE STRANDS.
LAPPED SPLICES IN SPIRAL PILE REINFORCING SHALL BE LAPPED 80 WIRE DIAMETERS MINUMUM. SPIRAL SPLICES AND
ENDS SHALL BE TERMINATED BY 135' HOOK WITH 6" TAIL HOOKED AROUND STRAND.
THE GAGE OF SPIRALS SHALL BE AS FOLLOWS:
FOR PILES HAVING A DIAMETER OF 16" OR LESS, WIRE SHALL NOT BE SMALLER THAN 0.22 INCH (No.5 GAGE).
FOR PILES HAVING A DIAMETER OF MORE THAN 16" AND LESS THAN 20", WIRE SHALL NOT BE SMALLER THAN 0.238
INCH (No.4 GAGE).
FOR PILES HAVING A DIAMETER OF 20" OR LARGER, WIRE SHALL NOT BE SMALLER THAN 0.25 INCH ROUND OR 0.259
INCH (No.3 GAGE).
3) FACTORED LOADS, EXCLUDING THE WEIGHT OF THE PILE, ARE PER SCHEDULE BELOW
4) DESIGN IS BASED ON THE FOLLOWING LOAD COMBINATIONS
QX BENDING AND COMPRESSION
BENDING AND TENSION
OTHER, DESCRIBE
5) FLEXURAL LENGTH IS EQUAL TO 2/3 OF THE PILE LENGTH.
PILE SCHEDULE
PILE EMBED INTO AS -BUILT PILEDESIGN AXIAL DESIGN
N0.OF DIA OF PILE LENGTH L EMBED INTO DESIGN MOMENT
PILE N0. PILE SIZE DREDGE LINE COMPRESS. PCU M SHEAR VU
STRANDS STRANDS min (ft) D min (ft) DREDGE LINE (kips) U (ft -kips) (kips)
D actual (ft)
(� 12" SQ. 6 }2"O 35 15.0 15.0 66.0 3.1
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TYP
N.T.S.
1) CONCRETE
UNLESS SUBSURFACE SOIL MATERIAL PREVENTS THEIR USE, PILING SHALL BE PRE -STRESSED CONCRETE WITH A
MINIMUM COMPRESSIVE STRENGTH AT 28 DAY OF 6,000 PSI. PORTLAND CEMENT SHALL BE ASTM C150 TYPE 2.
WATER FOR MIXING AND CURRING SHALL BE FRESH, CLEAN AND POTABLE. AGGREGATES SHALL CONFORM TO ASTM
C33, SIZE NUMBER 67, AND BE FREE FROM ANY SUBSTANCE THAT IS DELETERIOUSLY REACTIVE WITH THE ALKALIS IN
THE CEMENT. ADMIXTURES, IF USED, SHALL CONFORM TO THE REQUIREMENTS OF ASTM C494 AND NOT CONTAIN
CHLORIDES. CORROSION INHIBITING CONCRETE ADMIXTURES ARE ENCOURAGED.
2) REINFORCING
PRESTRESSING STEEL SHALL BE UNCOATED, SEVEN -WIRE STRESS RELIEVED STRAND WITH MINIMUM ULTIMATE STRENGTH
OF 270 KSI CONFORMING TO ASTM A416.
TIES AND SPIRALS SHALL CONFORM TO ASTM A82, COLD DRAWN. PILES SHALL CURE AND REACH A STRENGTH OF NOT
LESS THAN 4,000 PSI BEFORE DE -TENSIONING AND CUTOFF OF THE STRANDS.
LAPPED SPLICES IN SPIRAL PILE REINFORCING SHALL BE LAPPED 80 WIRE DIAMETERS MINUMUM. SPIRAL SPLICES AND
ENDS SHALL BE TERMINATED BY 135' HOOK WITH 6" TAIL HOOKED AROUND STRAND.
THE GAGE OF SPIRALS SHALL BE AS FOLLOWS:
FOR PILES HAVING A DIAMETER OF 16" OR LESS, WIRE SHALL NOT BE SMALLER THAN 0.22 INCH (No.5 GAGE).
FOR PILES HAVING A DIAMETER OF MORE THAN 16" AND LESS THAN 20", WIRE SHALL NOT BE SMALLER THAN 0.238
INCH (No.4 GAGE).
FOR PILES HAVING A DIAMETER OF 20" OR LARGER, WIRE SHALL NOT BE SMALLER THAN 0.25 INCH ROUND OR 0.259
INCH (No.3 GAGE).
3) FACTORED LOADS, EXCLUDING THE WEIGHT OF THE PILE, ARE PER SCHEDULE BELOW
4) DESIGN IS BASED ON THE FOLLOWING LOAD COMBINATIONS
QX BENDING AND COMPRESSION
BENDING AND TENSION
OTHER, DESCRIBE
5) FLEXURAL LENGTH IS EQUAL TO 2/3 OF THE PILE LENGTH.
PILE SCHEDULE
PILE EMBED INTO AS -BUILT PILEDESIGN AXIAL DESIGN
N0.OF DIA OF PILE LENGTH L EMBED INTO DESIGN MOMENT
PILE N0. PILE SIZE DREDGE LINE COMPRESS. PCU M SHEAR VU
STRANDS STRANDS min (ft) D min (ft) DREDGE LINE (kips) U (ft -kips) (kips)
D actual (ft)
(� 12" SQ. 6 }2"O 35 15.0 15.0 66.0 3.1
O2 12" SQ. 6 V2"0 35 15.0 15.0 66.0 3.1
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PRESTRESSED ;01';"'ONCRETE PILE
1) CONCRETE :
UNLESS SUBSURFACE SOIL MATERIAL PREVENTS THEIR USE, PILING SHALL BE PRE -STRESSED CONCRETE WITH A
MINIMUM COMPRESSIVE STRENGTH AT 28 DAY OF 6,000 PSI. PORTLAND CEMENT SHALL BE ASTM C150 TYPE 2.
WATER FOR MIXING AND CURRING SHALL BE FRESH, CLEAN AND POTABLE. AGGREGATES SHALL CONFORM TO ASTM
C33, SIZE NUMBER 67, AND BE FREE FROM ANY SUBSTANCE THAT IS DELETERIOUSLY REACTIVE WITH THE ALKALIS IN
THE CEMENT. ADMIXTURES, IF USED, SHALL CONFORM TO THE REQUIREMENTS OF ASTM C494 AND NOT CONTAIN
CHLORIDES. CORROSION INHIBITING CONCRETE ADMIXTURES ARE ENCOURAGED.
2) REINFORCING :
PRESTRESSING STEEL SHALL BE UNCOATED, SEVEN -WIRE STRESS RELIEVED STRAND WITH MINIMUM ULTIMATE STRENGTH
OF 270 KSI CONFORMING TO ASTM A416.
TIES AND SPIRALS SHALL CONFORM TO ASTM A82, COLD DRAWN. PILES SHALL CURE AND REACH A STRENGTH OF NOT
LESS THAN 4,000 PSI BEFORE DE -TENSIONING AND CUTOFF OF THE STRANDS.
LAPPED SPLICES IN SPIRAL PILE REINFORCING SHALL BE LAPPED 80 WIRE DIAMETERS MINUMUM. SPIRAL SPLICES AND
ENDS SHALL BE TERMINATED BY 135' HOOK WITH 6" TAIL HOOKED AROUND STRAND.
THE GAGE OF SPIRALS SHALL BE AS FOLLOWS:
FOR PILES HAVING A DIAMETER OF 16" OR LESS, WIRE SHALL NOT BE SMALLER THAN 0.22 INCH (No.5 GAGE).
FOR PILES HAVING A DIAMETER OF MORE THAN 16" AND LESS THAN 20", WIRE SHALL NOT BE SMALLER THAN 0.238
INCH (No.4 GAGE).
FOR PILES HAVING A DIAMETER OF 20" OR LARGER, WIRE SHALL NOT BE SMALLER THAN 0.25 INCH ROUND OR 0.259
INCH (No.3 GAGE).
3) FACTORED LOADS, EXCLUDING THE WEIGHT OF THE PILE, ARE PER SCHEDULE BELOW
4) DESIGN IS BASED ON THE FOLLOWING LOAD COMBINATIONS
❑X BENDING AND COMPRESSION
❑ BENDING AND TENSION
❑ OTHER, DESCRIBE
5) FLEXURAL LENGTH IS EQUAL TO 2/3 OF THE PILE LENGTH.
PILE SCHEDULE
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