HomeMy WebLinkAbout03 - Bos Residence Minor Use Permit - PA2014-120 o4�Ewr°Q COMMUNITY DEVELOPMENT DEPARTMENT
y PLANNING DIVISION
u $ 100 Civic Center Drive, P.O.Box 1768,Newport Beach, CA 92658-8915
(949) 644-3200 Fax: (949) 644-3229
C`�LfFOR�,P www.newportbeachca.gov
CITY OF NEWPORT BEACH
ZONING ADMINISTRATOR STAFF REPORT
September 11, 2014
Agenda Item No. 3:
SUBJECT: Bos Residence Minor Use Permit- (PA2014-120)
1810 W. Ocean Front
Minor Use Permit No. UP2014-031
APPLICANT: Tod Ridgeway
PLANNER: Makana Nova, Assistant Planner
(949) 644-3249, mnova@newportbeachca.gov
After reviewing the project application, the Community Development Director has
determined that a minor use permit is not required for the change in the scope of work
authorized under Plan Check No. 0144-2013. As a result, the application file has been
closed and the attached Zoning Clearance memo has been added to the project file.
Prepared by:
Ma ana Vdva
Assistant Planner
GR/mkn
Attachments: ZA 1 Zoning Clearance Memo
Attachment No. ZA 1
Zoning Clearance Memo
Wro�� CITY OF NEWPORT BEACH
�9 COMMUNITY DEVELOPMENT DEPARTMENT
100 CIVIC CENTER DRIVE
NEWPORT BEACH, CA 92660
cgt�Foe�'P
(949) 644- 3200
Memorandum
To: Tod Ridgeway, 2804 Lafayette Avenue, Newport Beach, CA 92663
From: Kimberly Brandt, Community Development Director
Date: September 3, 2014
Re: Zoning Clearance for 1810 West Ocean Front Alterations and Remodel (Plan Check
No. 0144-2013)
We have reviewed the application file for Minor Use Permit No. UP 2014-120 (PA2014-120)
including architectural plans and cost calculations for the alterations and remodel of the existing
triplex located at 1810 West Ocean Front. The scope of work consists of interior and exterior
alterations resulting in the conversion of the triplex into a single-family residence. Based on our
review, we have determined that the plans dated 08-26-14(Delta 4) are in compliance with all
applicable Zoning Code standards and approval of a minor use permit is not required.
Attached are an approved set of plans. I encourage you to work closely with the Building Division,
Public Works Department, and Fire Department to obtain approval of revised building permits for
the new scope of work.
The initial scope of work for the remodel (Zoning Clearance No. ZA2012-001 (PA2012-097)
and Plan Check No. 0144-2013, issued July 11, 2013) authorized alteration of 50 percent of
the exterior structural members of the building. On February 28, 2014, a severe weather event
(micro-burst) occurred, causing damage to the existing framing that was intended to be
retained. The damaged framing was replaced, resulting in the replacement of 92 percent of the
exterior structural members of the existing building.
Section 20.38.080 (Repair of Damaged or Partially Destroyed Nonconformities) of the Zoning
Code permits replacement of less than 75 percent of the replacement cost of an existing
nonconforming structure as a result of involuntary damage. This section is typically applied to
existing structures that are not undergoing permitted construction at the time the damage
occurs. However, in this case, the existing structure was under construction when the micro-
burst occurred. Information provided indicates that the initial scope of construction cost
$900,000 and that the repair work as a result of the micro-burst cost $170,000. The total
replacement cost, as determined by the Building Official, is calculated at $300 per square foot
of existing gross floor area. Thus, the replacement cost of the existing, 6,540-sq-ft structure is
$1.962 million. The cost of repair work due to the mirco-burst results in 8.6 percent of the
replacement cost of the existing structure. Including the initial scope of construction, the work
amounts to 54 percent of the replacement cost of the existing structure. Thus, the revised
scope of work is permissible under this code section and does not require the approval of a
minor use permit.
Furthermore, the additional work addressed damage to the existing framing and does not alter
the design or location of walls as authorized by Zoning Clearance No. ZA2012-001 (PA2012-
097) and the building permit.
This zoning clearance supersedes the scope of work authorized under Zoning Clearance No.
ZC2012-001 (PA2012-097). Please don't hesitate to contact me with any questions.
Sincerely,
Kimberly Brand , AICP
Director
cc: Zoning Clearance File ZA2012-001 (PA2012-097)
Attachments: Cost calculations
Project plans dated 08-26-2014 (delta 4)
Ridgeway Development Company
2804 Lafayette Ave.
Newport Beach, California 92663
Phone: (949)723-5854
FAX: (949)723-5204
August 19, 2014
Ma-kana Nova, Assistant Planner
Community Development Department
P.O. Box 1768
Newport Beach, CA 92658-8915
Re: Minor Use Permit No. UP2014-031
PA2014-120
1810 W. Oceanfront
Pursuant to the Notice of Incomplete Filing letter received.August 14, 2014,please accept the
following information in response to the request to complete the referenced application.
1. Letter of A enc : The owner has sent an email to Makena Nova authorizing Tod
Ridgeway to act on behalf of the property owner.
2. Project Plans: An electronic set of plans has been sent to Greg Ramirez with the
following:
a. A site plan
b. Architectural and structural floor plans as originally filed and upon which a
building permit was issued. There are no plans available showing the extent of
the alterations that have been made to date. However,the building department
has made inspections for all work completed to date.
3. Project Description and Justification.
a. Section 20.52.020 Justification for Find ngs for the Minor Use Permit.
i. The General Plan designates the 1810 W. Oceanfront as RM-Multiple
Use Residential. The zoning is RM and a single family residential unit
is a permitted use. The current use is consistent with the GP and
zoning.
b. The use is allowed within the applicable zoning district and complies with all
other applicable provisions of the Zoning Code and Municipal Code.
e. While the building is legal because it was permitted in 1964, it is non-
conforming because it is a 3 story structure. Notwithstanding the non-
conformity the design, location, size, and operating characteristic of the use
are compatible with the allowed uses in the vicinity.
d. The structure maintains all the legal set-backs and is physically suitable in
terms of design, location shape, size, operating characteristics, and has a
provision for access of public and emergency vehicles (e.g. fire and medical)
and public services and utilities.
e. Continued occupancy of the single family resident at the location would not
be detrimental to the harmonious and orderly growth of the city, nor endanger,
jeopardize, or otherwise constitute a hazard to the public convenience, health,
interest, safety, or general welfare of persons residing or working in the
neighborhood of the existing structure.
4. Section 20.38.080-Repair of Damaged or Partially Destroyed Nonconformities.
a. Nonconforming Structure.
1. Determination of Replacement Cost. The replacement cost of the 2nd and
3`1 level storm damage is estimated to be $169,900 for design, shoring and
training as shown on the estimate from Harbor View Development, Inc.
the current contractor. This estimate is to bring the structure to its integrity
and condition prior to the storm event that caused the damage. To date the
contractor has been replacing 49% of the structure during the build-out of
the plans as approved. This storm event has created a situation that will
force the inability to maintain the retention of 51% of the structure. The
original building was purchased for$3,500,000 a year prior to the
commencement of construction. There is an assigned value of$1,208,000
to the improvements.
2. When there is greater that seventy-five (75%)percent of the damage of a
nonconforming structure that is involuntarily damaged, same may be
repaired, restored , or rebuilt to its original condition of more than
seventy-five (75%) percent of the replacement cost of the entire structure
subject to the approval of minor use permit.
a. To date the new construction plus build-out has an estimated cost
of approximately $900,000. The added cost of the damage
structure of$169,900 equates to 89% of the value of the
improvements. A minor use permit is required.
Please let me know if you need anything further. In the meantime if you should have any
questions, please do not hesitate to call.
Very truly yours;
Tod W. Ridgeway
C: Tony Bos
BOS DAMAGE REPORT
8/17/14 COST COST COST COST
TASK SUB-CONTRACTOR IST FLOOR 2ND FLOOR 3RDFLOOR ROOF TOTAL
EMERGENCY SHORING AND SCAFFOLD REPAIR CAS $ 1,250.00 $ 1,250.00 $ 4,250.00 $ 1,500.00 $ 8,250.00
DEMO AND SHORING REPLACEMENT CAS $ 600.00 $ 600.00 $ 7,500.00 $ 750.00 $ 9,450.00
NEW WALL REPLACEMENT AND FRAMING (LABOR) HVDI FRAMING $ 4,250.00 $ 4,250.00 $ 8,250.00 $ 6,250.00 $ 23,000.00
NEW FLOOR REPLACEMENT AND FRAMING(LABOR) HVDI FRAMING $ 7,500.00 $ 7,500.00 S 7,000.00 $ 7,000.00 $ 29,000.00
NEW WALL REPLACEMENT AND FRAMING (MATERIAL) jHVDI FRAMING $ 8,250.00 $ 8,250.00 $ 8,250.00 $ 9,000.00 $ 33,750.00
NEW FLOOR REPLACEMENTAND FRAMING(MATERIAL) HVDI FRAMING $ 13,300.00 $ 13,300.00 $18,500.00 $ 9,000.00 $ 54,100.00
ENGINEERING(SHORING ENGINEER) KlC ENGINEERING $ 250.00 $ 250.00 $ 250.00 $ 250.00 $ 1,000.00
OFFICE $ 1,350.00
SUPERVISION $ 10,000.00
TOTAL $169,900.00
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NOTES: �I z
I. WINDOW OR DOOR WITH AN INDICATES THAT WINDOW OR DOOR w
ENTRY LEVEL FLOOR PLAN I,'i'15 50. FT. MUST MEET THE EGRESS REQUIREMENTS OF THE 2010 CALIFORNIA O � Eo
RESIDENTIAL CODE, SECTION R310.
SCALE : 1/4" = 1'-0" I—� a
2. FOR 7ITLE-24 REQUIREMENTS SEE SHEET T-24.1, WHICH INCLUDES c
INSULATION VALUES FOR WALLS, CEILING AND FLOORS, GLAZING
TYPE FOR WINDOWS AND DOORS INCLUDING THE U-FAGTOR AND z
SHOWER NOTE (BUNK ROOM BATH) FIREPLACE NOTE 5.H.6.C. REQUIREMENTS. W a
PROVIDE 45"x 42" HOT-MOPPED CERAMIC TILE SHOWER PAN FIREPLACE BY: "ORTAL HEATING SOLUTIONS" OR EQ. 3. FOR GREEN BUILDING STANDARDS, SEE SHEET T-24.1. a
W/CERAMIC TILE WAINSCOT TO 84" HIGH GREAT ROOM MODEL NO. : CLEAR 150 4. SEE ELECTRICAL NOTES BY 6OUVI5 ENGINEERING ON SHEET E-I.O. O ao
PROVIDE SHATTER PROOF GLASS fNGL05URf. CERTIFICATE OF COMPLIANCE : GSA - CERTIFICATE 2358468 E4 En
5. SEE MECHANICAL NOTES BY 6OUVI5 ENGINEERING ON 5HEE7 M-LO. �-=1 0
WATER RE5157ANT GYPSUM BOARD 15 NOT PERMITTED APPROVALS
FOR TILE BACKING AT SHOWER GE' GERTIFIGATE NUMBER : E1118/5545 b. SEE PLUMBING NOTES BY 6OUVI5 ENGINEERING ON SHEET P-0.1. W
PROVIDE I-PIEGE TRAP AT IUB/SHOWER IN LIEU OF PLUMBING 0 'CE' ID NUMBER : 0461BUO156 1. FOR GENERAL CONSTRUCTION NOTES, SEE SHEETS GN-I d GN-2.
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ACCESS FIREPLACE SHALL BE CON5TRUCTED A5 A 51N6LE COMPLETE
A55EMBLY READILY ATTACHABLE TO OTHER COMPONENTS. 8. ALL GARAGE TO HOUSE DOORS TO BE 15/5" THICK,HAVING A FIRE- Er',
INSTALLED A5 PER MANUFACTURERS SPECIFICATIONS AND RESISTANCE RATING of NOT LE55 THAN 20 MINUTES. r', 4 w
REC0MENDATI0N5. 5. 4" SANATARY WASTE LINE REQUIRED WHEN SERVING 4 WATER CLOSETS.
FIREPLACE TO HAVE TIGHT FITTING 6LA55 DOORS AND SHALL zo
DRAW COMBUSTION AIR FROM OUTSIDE. ® E-
551
83' 0° 2'-0" DEMOLITION PLAN WALL LEGEND :
REVISIONS a'
02-25-13 P.C. o
20'-10" 05-20-13 P.C.2 z
EXISTING WALLS TO REMAIN o'-IT-13 Pb.3 z
08-26-14 A5 BUILT
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- - - - - -- EXISTING WALLS TO REMOVED _ o
o z
EXISTING HOUSE TO BE 0 EXISTING METAL STAIRCASE w
QI EX15TI MASONRY FIREPLACE REMOVED d BECOME THE TO BE REMOVED. AREA To BE Ex
TO BE MOVED. AREA TO BE PORCH AREA. 6150.FT. AN ADDITIONAL 81 SQUARE FEET
AN ADDITIONAL 31 SQUARE FEET. ■ o
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EXI5TIN6 EXISTING z
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■ _ - - - - -- ■ � �C-24313`U' �'� 6
STEEL MOMENT AREA TO BE EXTENDED EXISTING EXI5TIN6
FRAME OCATION TO BE AN ADDITIONAL Qj ® WALL TO BE WALL TO
10 SQUARE FEET, REPLACED REMAIN ® ro
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AREA TABULATION
0 �
Entry Level 1 ,710 sq. I1. ALL DIMENSIONS & CONDRIONS
ARE TO BE VERIFIED BY CON-
Revised Areas TRACTOR BEFORE START OF
CONSTRUCTION.
2'-2" 3'-10" 8'-4° Alley Pop-Out 26 sq. ft.
NNNNNNNN
8'-2" 14'-8" 25'-10" 2'-2" 32'-2" Stairwell 87 sq. ft. DESIGNED BY
2'-0" Porch Area 69 sq. ft. DRAWN BY
Lower Fir. 1 '-0" 545 sq. ft. CHECKED BY
Lower Fir. 3'-6" 335 sq. ft. JOB NO.
ENTRY LEVEL DEMOLITION PLAN Stairwell 111 sq. ft. 4161
SCALE : 1/4" = I'-o" Fireplace 31 sq. ft. JAFJJ�u,2013
Fireplace Pop-Out 10 sq. ft. SHEET NO.
Total 1 ,214 sq. ft. A 2
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EXI5TIN6 5'-0'
SETBACK '-0" 61-01, 8o' 6" 114" 2'-4"
22'-2" 5'-b" Q'-I I" 11'-8" 31'-3"
0 FLOOR PLAN WALL LEGEND : iza"=01RAI
4 II Z
4'-6" 2'-1" 2'-1" 4'-10" 5'-1" 6'-8" NEW WALLS I�=��I
ALL ARCH TEGTURAL 2'-0" S'-3" 3'-0" 3'-0" 2'-9" 4'-5" 3'-0" 4'-0" 1'-4" 3'-4" 3'-10"
PROJEGTI NS ABOVE EXISTING WALLS
THE BEACHLEVEL NOT
OTO EXCEEDTHE 30"
THEBACK PROP 1 TY LINE KE M °� a
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cs IN = s -
z t WINDO TO BE MILLED rj (, ■ O TA
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14 15 STRUCTURAL �^ _� To BE O¢ NF r a
SPECIFICATIONSLINEN REGE55ED 2"
■ D-I D-I DRAWINGS �o
42' HIGH TEMP. m 6B 42" HIGH WOOD 6A 34"-38" HIGH WOOD 28'10 H.G. "' 2410 H.G. ABOVE 3z`m o I
I6 Il Zo D-2 GUARDRAIL D-2 HANDRAIL BAR
I GLASS GUARDRAIL INSTALLATION OF POCKET LUGG GE SEAT
D-I D-I a THRESHOLD TO BE -0" 3'-b" 2'-4" 4" 2'-4" 2'_2"
i� G G
10 o I PER MANUFACTURER ■
■ ELASTOMERIG COATING D-I .�► SPEGIFIGATION5 = 2 0
Z BY WE5TGOAT'OR EQ. O HI H . " � o ■ v
QI ■ IGC-E5 EVALUATION v C
REPORT
%EXTTETRIOSRR ESR-2201
O I 4 N � � z a
U__ I PLYWOOD SHEATHING 138 50. FT. 1 r 8 z t" �j z
o� 1 LE 15URE ROOM CLEARANCE
Q m DECK T o GASj1IO
PLGEC TAL mZ -43 ' VI CEILING -- = CLEDIRECT NT x24'o — �.F. = 25.82' EXISTING 1 i 1 0 HEATSOLUTION N FRONTOUTLINE OF 8'-0" o 1 r, 1 OFWEXI5TING DECKBELOWTO BE STUCCO ° _4 — — — FFL�OOR AVE o 2.2 3'_2" 8" 3'-5" � OUTLINE
I REMOVED CEILING 1 T n _ N OF FL00 W
Q I = 33 14" 50. RECESS 10 EC ABOVE o
o Q FOR T.V.MOUNT. D-2 0
U a
D o� HARDWARE g 611 8150. FT.STUC ■ Hwy w
■ B SLOPE 2% I STEEL FRAME w/ I HO , p 5 D°' o GEILING
FOR DRAINAGE r q u z
■ I 2x FL T FRAMING = ,fl
A-6 I A5 S WN. 5EE 4 m Q ry I o
OUTLINE OF STRUG I RAL DRAWINGS I BEDROOM 4 N G BEDROOM 3 BEDROOM 2 0
KIT _
I DECK ABOVE V-011G b'-O" GEILING 8'-0" GEILING SLOPE 2 I� 42" HIGH w z
I. 2" b' S' 0" b' 8 II' I VI GEILING ol_u ■ Z
F.F. = 25.82' EXISTING F.F. = 25.82 EXI5TING F.F. = 25.82'EXISTING o� FOR ORA NRGE TEMP.GL. w
■ GL 150 DIRECT V T GUARDRAIL ■ o
■ GASI REPLGE BYY ORAL u H r 2 E_
=� HEATI G SOLUTIONS
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z �t r---- -- ---- �' �' � CASE. E CASE. CASE. D CASE. FRONT CASE CASE. CASE G CASE.
IIx� INDOWS TO BE MILLED 5HOAE __0 IN
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a0� oFa CORNER HA WARE D I o A-'� 0 STRUCTURAL SU ORT
_- m( sS� ETWEENWINDOWS A'� CLEARNCE A-7 a
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STONE ELA5TOMERIC COATING 14 15 a
ALL ARCHITECTURAL TILE BY 'WE5TCOAT' OR EQ.
F CG-E5 EVALUATION D D-I a
PROJECTIONS ABOVE VENEER REPORT E5R-2201 w
2'-8 2'-I" 6�s PLYWOOD SHEATHING 0-1 0-1 z
THE BEACH LEVEL NOT A-7 o EXTERIOR GRADE I6 Il 0
TO EXCEED THE 30" 2'-0" 8'-4" Q" b' 4" 3'- " -Q" or 2'-I" 2'-0" 2'-4' z
SETBACK LINE FROM
THE PROPERTY LINE y_011 6'-0" 10'-1" 4'-II" ZL
�1 a
21'-I' 1'-2" 13'-4" 0 0" 2'-2" 4'-3"
80'-53%;' a
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SECOND LEVEL FLOOR PLAN 1648 5Q. FT. NOTES: �; o
I. WINDOW OR DOOR WITH AN INDICATES THAT WINDOW OR DOOR � F
50ALE : 1/4" = I'-O" MUST MEET THE EGRESS REQUIREMENT5 OF THE 2010 CALIFORNIA a
FIREPLACE NOTE 5HOAER NOTE (BATH 2) SHOWER NOTE (BATH 5) 5HOAER NOTE (BATH 4) RESIDENTIAL GODS, SECTION RE10.
2. FOR TITLE-24 REQUIREMENTS SEE SHEET 7-24.1, WHICH INCLUDES
PROVIDE b0"x 36" HOT-MOPPED CERAMIC TILE SHOWER PAN INSULATION VALUES FOR WALL5, GEILING AND FLOORS, GLAZING ►-�
FIREPLACE BY: "ORTAL HEATING SOLUTIONS" OR EQ. PROVIDE 19"x 40" HOT-MOPPED CERAMIC TILE SHOWER PAN PROVIDE 48"x 40" HOT-MOPPED GPRAMIC, TILE SHOWER PAN NU CERAMIC TILE 4NTN ,0T TO 84" HIGH TYPE FOR WINDOWS AND DOORS INCLUDING THE U-FACTOR AND � a
W/CERAMIC TILE WAINSCOT TO 84" HIGH V U CERA TILE WAINSCOT TO 84' HIGH -�
LEI5URE ROOM- MODEL NO. : CLEAR 150 PROVIDE 5HATTER-PROOF 6LA55 ENCLOSURE. 5.H.G.G. REQUIREMENT5. ^^ 1 ao
BEDROOM 2 -MODEL NO. : CLEAR 150 PROVIDE 5HATTER-PROOF GLA55 ENCLOSURE. PROVIDE 5HATTER-PROOF 6LA55 ENCLOSURE. 3. FOR GREEN BUILDING STANDARDS, SEE SHEET T-24.1. M--1 E-
CERTIFICATE OF COMPLIANCE : 55A-CERTIFICATE 2358468 WATER RESISTANT GYPSUM BOARD 15 NOT PERMITTED z
WATER RESISTANT GYPSUM BOARD IS NOT PERMITTED WATER RESISTANT GYPSUM BOARD 15 NOT PERMITTED En
FOR TILE BACKING AT SHOWER 4. SEE ELECTRICAL NOTES BY GOUVIS ENGINEERING ON SHEET E-LO. �j z
APPROVALS : FOR TILE BACKING AT 5HOWER FOR TILE BACKING AT SHOWER PROVIDE I-PIECE TRAP AT TUB/SHOWER IN LIEU OF PLUMBING r, E-I
GE'CERTIFICATE NUMBER ! E1118/3545 PROVIDE I-PIECE TRAP AT TUB/SHOWER IN LIEU OF PLUMBING PROVIDE I-PIECE TRAP AT TUB/SHOWER IN LIEU OF PLUMBING AGGE55 5. SEE MEGHANIGAL NOTES BY GOUVI5 ENGINEERING ON 5HEET M-I.O. Q W 9
0 'GE' ID NUMBER : 0461BUi AGGE55 AGGE55 6. SEE PLUMBING NOTES BY GOUVIS ENGINEERING ON SHEET P-O.I. Q CT.) a
FIREPLACE SHALL BE CONSTRUCTED A5 A 51NGLE GOMPLETE 1. FOR GENERAL CONSTRUCTION NOTES, SEE SHEETS GN- $ 6N-2. m Ex
ASSEMBLY READILY ATTACHABLE To 07HER COMPONENTS. �{
INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS AND 8. ALL GARAGE TO HOUSE DOORS TO BEI 3/8" THICK,HAVING AFIRE-
0
REGOMENDATION5. RESISTANCE RATING OF NOT LE55 THAN 20 MINUTES. z
FIREPLACE TO HAVE TIGHT FITTING GLA55 DOORS AND SHALL 1. 4" 5ANATARY WA5TE LINE REQUIRED WHEN SERVING 4 WATER CLOSETS. F
DRAW COMBUSTION AIR FROM OUTSIDE. o
83'-0" REVISIONS a
02-25-13 P.G. o
11'-5° u'-e" 24'-4" 14'-q" 20'-10° DEMOLITION PLAN WALL LEGEND : . 05.20-13 Pap.% z
® Ob-IT-13 Pb.3 vi
0" 0" I'-6" 2'-4" 68-26-14 A5 BUILT z
EXISTING WALLS TO REMAIN w
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■ 0 EXISTING METAL STAIRCASE ■ w
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■ EXISTING EXISTI MASONRY FIREPLACE TO BE REMOVED. AREA TO BE
--4 TO AN ADDITIONAL 8150UARE FEE - o
TO BE MOVED. AREA TO BE
REPLAGED AN ADDITIONAL 31 SQUARE FEET.
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IN OF CA��F c5
24
D AREA TABULATION 2
2'-2" 3'-10" Second Level 1 ,710 sq. ft. ALL DIMENSIONS & CONDRIONS
ARE TO BE VERIFlED BY CON-
0" 2'_b" 1'-b" 2'_4" TRACTOR BEFORE START OF
Revised Areas CONSTRUCTION.
Alley Side 65 sq. ft. DESIGNED BY
Stairwell 87 sq. ft. DRAWN BY
Fireplace 31 sq. ft.
Stairwell 111 sq. ft. CHECKED BY
SECOND LEVEL DEMOLITION PLAN Beach Side 23 sq. ft. SGB NO.
Fireplace Pop-Out 3 sq. ft. DATE
SSCALE : 1/4" = III
JANUARY 11,2013
Total 320 sq. ft. SHEET NO.
A3
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12'-0" 10'-0"
6'-0" -o" s'-0" 22'-2" 5'-6" a'-u', 16'-2" 18'-3° e'-6" 1'-6" FLOOR PLAN WALL LEGEND :
L�
6'-0" ® --L1
ALL ARCHITECTURAL 2b" 2'-0" I'-I" 2'-1" 1'-6" 3'-10" 11, NEW WALLS
PROJECTIONS ABOVE ELA5TOMERIG 14 15 EXISTING WALLS
/1\THE BEACH LEVEL NOT e COATIN6 D-I D-I
SETBACK LIKE FROM D 2 5HEATYHIWNN62D I6 11
THE PROPERTY LINE 34" To 38" 16H WALL U 2
4 MOUNTED HA DRAIL RI5ER5 d D-I D-I DI
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NO 5TRUGTURAL SUPP D
oo G A-7 BETWEEN WINDOW5 A-7 SEE FLOOR OW 4 NTDR e ___ + A-'I E D 2050 -- -- -- -- ---WIN99 -66 - -- -- - - - -- -- -----K � _- ----- ----- -- -O}FE. - ----- ----- -� -
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0'-0" 74'-OYba' 3'-b" 5'-0"
5'-0" 5'-0" 24'-4" 5'-4"
FLOOR PLAN WALL LEGEND :
�
1 NEW WALLS I _�1,
5._5.. 1.4n 6316 " II A'
ALL ARCHITECTURAL I b
PROJECTIONS ABOVE 10'-7" 0" 5'-10" 8" 3'-9" 13 EXISTING WALLS
Al THE BEACH LEVEL NOT—
TO
OT TO EXCEED THE 30" D-I
SETBAGK LINE FROM b 34" - 38" HIGH 42" HIGH FRAMED o
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A 9 15 R. �D 5 R. n A Q
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42" HIGH TEMP. SECTION R903.4.1 OU HAVE A 9'A GUTTER ■ �
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Z I6 Il IGG-E5 EVALUATION REPORT E5R-2201 SPEGIFIGAT ON5 FOR 0 PROVIDE A SLOPE 2% FOR DECKS BELOW
■ o/EXTERIOR GRADE PLYWOOD SHEATHING 42" HI6H FRAMED
® D D Q WALL w/STUGGO o/ 7 CLEARANCEAROUND DRAINAGE IF NOT EXI5TIN6. I w
I ROOD D�GK _ p-3 UNITS FOR ROPER w
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UNDER COUNTER PERFORMA GE o ■ !6➢..� w
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tt SLOPE 2% 0 a a
mB ry ■ 0 FOR DRAINAGE \x 1 D BELOW
® o ■ / 1 CONDENSER GONDENSER ory a
o MODIFIED BITUMINOUS SHEET ROOFING
13 EXISTING ROOFING MATERIAL TO BE REMOVED AND REROOFED ■ 6 x
wNEW ROOFING BY GERTAINTEED CORPORATION OR EQUAL. w
■ B D SEE MANUFACTURER'SICC-E ■ o f x
■ 4 x Q SPEGIFICATIONS FOR ROOF EVALUATION REPORT ESR-'A'.
A-� CLEARANCE AROUND
ROOF COVERING TO BE A GLA55 'A'. F
D 2 m J UNITS FOR PROPER ROOFING TO BE A TORCHED DOWN ROOF. ccz
I PERFORMANCE o z
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42" HIGH WOOD 0 ■ l� z o
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111 111 mm PIN 0 m 111 As m� 0 111
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ALL ARCHITECTURAL 1'_6" 1'-6" 9'-6" ® w
PROJECTIONS ABOVE
THE BEACH LEVEL NOT
0 TO EXCEED THE 30" 34'-5"
SETBACK LINE FROM
THE PROPERTY LINE 13'-10" 70'-2"
12'-3°
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02-25-13
05-20-13 P.C72 z
06-I1-13 F.G.3 vi
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5'-0" 12'-5" ra" 24'-4" 14'4" 14'-0" 6'-10" DEMOLITION PLAN WALL LEGEND : o - - I
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- - o
EXISTING WALLS TO REMAIN o - - z
--------- EXISTING WALLS TO REMOVED o -
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w
_ F
■
0 EXISTING METAL STAIRCASE ■ O
■ EXISTING MASONRY FIREPLACE TO BE REMOVED. AREA TO BE I 0 - -
TO BE REMOVED. AREA TO BE AN ADDITIONAL 87 SQUARE FEEI. ]
AN ADDITIONAL 31 SQUARE FEET.
ZL------------------- -- ■
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■ 1 cv _ 0 - o
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■ 0 w
■ ■ 0 - F
EXISTING DECK TO BE o
■ REMOVED FOR NEW 0 o F
m n STAIRWELL. 3l SQ. FT. I EXI5TIN6 ROOF TO BE
I BECOME DECK. 162 50. FT. 0 z
■ 1EXX15TIN6 DECK TO BE I ■ Q - - o
® ■ REMOVED. 152 50. FT. 5'-b" 5'-b" 1 3 2 I 0
1 EXISTING DECK I 0 z
Z o I u I o ■ o
O -
Il ry ■ EXISTING METAL STAIRGASE ■ o
D TO BE REMOVED. AREA TO BE _
■ 1 BECOME DECK. 77 5Q. FT. i 043 I
IZiS EXI5TIN6 ROOF TO BE
6 — EXI5TIN6 DECK TO REMOVED. 196 50. FT. w
--- ------------- BECOME ROOF. 8 50. FT. EXISTING FLAT ROOF ■ 0
■ 1 I I NEW DECK _ ■ Q - w
■ OUTLINE v I
BELOW a
I I EXI5TIN6 z
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■ I AREA TABULATION �TFaFCA��Fo��
Roof & Roof Deck 1 ,848 sq. ft.
a
Revised Areas (� ALL DIMENSIONS & CONDITIONS
Alley Side 1 .76 sq. ft. ARE T BE BEFORVERIFIEE
BY CON-
`'7 TRACTOR BEFORE START OF
Stairwell 87 sq. ft. CONSTRUCTION.
Fireplace 31 sq. ft. DESIGNED BY
New Deck 162 sq. ft. DRAWN BY
72 s . ft. R.L.S.
S'-4" 14'-II" 10'-0" q CHECKED BY
e9'-0" New Roof 36 sq. ft.
JOB NO.
RQQ� PECK LEVEL DEMOLITION PLAN 8 Sq. ft. 4161
50ALE : 1/4" = 1'-0" New Stair to 37 sq. ft. JANUARYE11,2013
Roof Deck SHEET NO.
Beach Side 152 sq. ft.
Total 781 sq. ft.
a
EXISTING MASONRY FIREPLACE
TO BE REMOVED AND FRAMED IN
EXISTING MANSARD ROOF �^
1ft. TO REMOVED
68 Sq.
B RA
ILING TO BE ADDED
TO THE STRUCTURE
EXISTING STAIRWELL
TO BE REMOVED I M�'I
8 ADDED INTO THE
STRUCTURE
o
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OUTLINE OF EXISTING EXISTING DECK m
STRUCTURE TO BE TO BE REMOVED
/ REMOVED V ^
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3 sq ft. ® 3 sq. — -- - -- -- — 2
EXISTING
OUTLINE OF EXI5TIN6 F, w z
DECK TO BE REMOVED
o w
I x a a
/y, // — _ --_ --_ -- -- — -
- TOIBE REMOVE
THI5 SECTION 15 AN _ _ _
EADDITION
ID5TII GNTO THESTRUCTURE 1 _ 6 Sq ft. - 5 S - - -- -- -- - - - - w a z
I 1 _ —__—
DECK TO BE REMOVED H
I
3
THI5 SECTION IS AN
r ADDITION TO THE — — — — -� ao
EXISTING STRUCTURE THI5 SECTION 15 AN -
OPEN ADDITION TO THE _ - a
EXISTINGSTRUGTURE — — — — — _ 122 Sq. f - - _ - - - �'L�,\� 106 sq. ft.
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Item 3a: Additional Materials Received
Zoning Administrator- September 11, 2014
Boz Residence Minor Use Permit (PA2014-120) FD BV
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