HomeMy WebLinkAbout02 - Vaughan Residence Condominium Conversion - PA2014-076COMMUNITY DEVELOPMENT DEPARTMENT
PLANNING DIVISION
100 Civic Center Drive, P.O. Box 1768, Newport Beach, CA 92658 -8915
(949) 644 -3200 Fax: (949) 644 -3229
www.newportbeachca.gov
CITY OF NEWPORT BEACH
ZONING ADMINISTRATOR STAFF REPORT
July 10, 2014
Agenda Item No. 2:
SUBJECT: Vaughan Residence Condominium Conversion - (PA2014 -076)
618 and 618'/2 Poinsettia Avenue
• Condominium Conversion No. CC2014 -004
• Tentative Parcel Map No. NP2014 -006
County Tentative Parcel Map No. 2014 -114
APPLICANT: Robert Vaughan
PLANNER: Benjamin M. Zdeba, Assistant Planner
(949) 644 -3253, bzdeba @newportbeachca.gov
ZONING DISTRICT /GENERAL PLAN
• Zone: R -2 (Two - Family Residential)
• General Plan: RT (Two -Unit Residential)
PROJECT SUMMARY
A condominium conversion and tentative parcel map to convert an existing duplex into a
condominium project. The code required two -car parking per unit is provided and no
waivers of Title 19 development standards are proposed with this application.
RECOMMENDATION
1) Conduct a public hearing; and
2) Adopt Draft Zoning Administrator Resolution No. ZA2014- approving
Condominium Conversion No. CC2014 -004 Tentative Parcel Map No. NP2014 -006
(Attachment No. ZA 1).
DISCUSSION
• The site is located in Corona del Mar, south of Fourth Avenue and north of Third
Avenue, in the R -2 Zoning District. The adjacent properties are also zoned for
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Vaughan Residence Condominium Conversion
Zoning Administrator July 10, 2014
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residential use. The area of the lot is approximately 3,540 square feet (30' X
118'), which is typical in this neighborhood.
• The site is developed with a duplex built to condominium standards with separate
utility connections for each unit. The building permit to add a second unit and
related parking was issued in May 2010 and construction was completed in
March 2011. A subsequent building permit was issued in July 2013 for a remodel
and addition which is still under construction.
• The Land Use Element of the General Plan designates the site as Two -Unit
Residential (RT), and the current development is consistent with this designation.
• The property is not located within the Coastal Zone.
• This property is ineligible for the exemptions within Section 19.52.020.8 (Park
Fee, Applicability) since the new unit was finaled less than five years ago on
March 8, 2011.
• One garage parking space and one tandem carport parking space are provided
for each dwelling unit, which satisfies the off - street parking requirements of
Chapter 20.40 (Off- Street Parking) of the Municipal Code.
• A tentative parcel map for two -unit condominium purposes has been submitted in
conjunction with the condominium conversion application for the purpose of
creating two separate ownership units.
ENVIRONMENTAL REVIEW
The project is categorically exempt under Section 15301, of the California
Environmental Quality Act (CEQA) Guidelines - Class 1 (Existing Facilities). This
exemption authorizes minor alterations to existing structures involving negligible or no
expansion of use including but not limited to the division of existing multiple - family or
single - family residences into common - interest ownership, and subdivision of existing
commercial or industrial buildings, where no physical changes occur which are not
otherwise exempt. The proposed project involves the division of an existing duplex
where no significant physical changes are proposed.
PUBLIC NOTICE
Notice of this application was published in the Daily Pilot, mailed to all owners of
property within 300 feet of the boundaries of the site (excluding intervening rights -of-
way and waterways) including the applicant and posted on the subject property at least
10 days before the scheduled hearing, consistent with the provisions of the Municipal
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Vaughan Residence Condominium Conversion
Zoning Administrator July 10, 2014
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Code. Additionally, the item appeared on the agenda for this meeting, which was posted
at City Hall and on the City website.
APPEAL PERIOD:
An appeal of the Parcel Map and Condominium Conversion may be filed with the Director
of Community Development within fourteen (14) days following the date of action. For
additional information on filing an appeal, contact the Planning Division at (949) 644 -3200.
Prepared by:
.
Be ja i M. eba
As ' tant Planner
GR/bmz
Attachments: ZA 1
ZA 2
ZA 3
ZA 4
ZA 5
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Draft Resolution
Vicinity Map
Project Plans
Condominium Inspection Report
County Tentative Parcel Map No. 2014 -114
21
Attachment No. ZA 1
Draft Resolution
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w
A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE
CITY OF NEWPORT BEACH APPROVING CONDOMINIUM
CONVERSION NO. CC2014 -004 AND TENTATIVE PARCEL MAP
NO. NP2014 -006 FOR A TWO -UNIT CONDOMINIUM
DEVELOPMENT LOCATED AT 618 AND 618 '/z POINSETTIA
AVENUE (PA2014 -076)
THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS
FOLLOWS:
1. An application was filed by Robert Vaughan with respect to property located at 618 and
618 '/2 Poinsettia Avenue, and legally described as Lot 20, Block 643, Corona del Mar as
shown on a Map recorded in Book 3, Pages 41 and 42 of Miscellaneous Maps, Records
of Orange County, California, requesting approval of a condominium conversion and
tentative parcel map.
2. The applicant proposes a condominium conversion and te`ltive parcel map to convert
an existing duplex into a condominium project. The code required two -car parking per
unit is provided and no waivers of Title 19 development standards are proposed with
this application.
3. The subject property is located within the R -2 (Two -Unit Residential) Zoning District and
the General Plan Land Use Element category is RT (Two -Unit Residential).
4. The subject property is not located within the coastal zone.
5. A public hearing was held on July 10, 2014, in the Corona del Mar Conference Room
(Bay E -1st Floor) at 100 Civic Center Drive, Newport Beach. A notice of time, place and
purpose of the meeting was given in accordance with the Newport Beach Municipal
Code. Evidence, both written and oral, was presented to, and considered by, the
Zoning Administrator at this meeting.
SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION.
This project has been determined to be categorically exempt pursuant to Title 14 of the
California Code of Regulations (Section 15315, Article 19 of Chapter 3, Guidelines for
Implementation of the California Environmental Quality Act) under Class 1 (Existing
Facilities).
2. The Class 1 exemption involves negligible or no expansion of an existing use. This
classification includes the division of existing multiple - family or single - family
residences into common - interest ownership, and subdivision of existing commercial or
industrial buildings, where no physical changes occur which are not otherwise exempt.
The proposed project involves the conversion of an existing duplex into a two -unit
condominium development.
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SECTION 3. REQUIRED FINDINGS.
Condominium Conversion
In accordance with Section 19.64.070 (Standards for Condominium Conversions) of the
Newport Beach Municipal Code, the following findings are set forth:
Finding
A. The minimum number, and the design and location of off- street parking spaces shall
be provided in conformance with the provisions of the Zoning Ordinance in effect at
the time of approval of the conversion.
Facts in Support of Finding
A-1. The existing duplex consists of 3,326 square feet inc, hing two, single car garages and
two covered spaces.
A -2. The four spaces provided meet the number tpaces sired (2 per unit) per Chapter
20.40 (Off- Street Parking) of the Zoning Ordinance,
Finding
B. Each dwelling unit within a building
sewer. 'Allb..
Facts in Support of Finding
B -1. The duplex has two, atevei
Finding
"1
sewer connection to the City
connections to the City sewer.
C. Each sewer lateral shall be retrofitted /fitted with a cleanout at the property line.
Facts in Support of Finding
C -1. The duplex has two separate sewer cleanouts located at the property line.
Finding
D. Each unit shall maintain a separate water meter and water meter connection.
Facts in Support of Finding
D -1. The duplex has two separate water meters and water meter connections.
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Finding
E. The electrical service connection shall comply with the requirements of Chapter 15.32
(Underground Utilities) of the Newport Beach Municipal Code.
Facts in Support of Finding
E -1. The duplex complies with the requirements of Chapter 15.32.
Finding
F. The applicant for a condominium conversion shall request a special inspection from
the Building Division for the purpose of identifying any building safety violations. The
applicant shall correct all identified safety violations prior to approval of a final map for
the condominium conversion.
Facts in Support of Finding
F -1. A special inspection was completed by the Building Division on June 26, 2014, and one
safety violation was identified inasmuch as carbon monoxide detectors were not
provided in all required locations.
F -2. Since the front unit is currently undergoing renovation, several items in the special
inspection could not be verified in the field; however, the building permit set indicates
the required improvements will be constructed.
F -3. As conditioned, the project will not be condominiums until all housing and safety
violations have been corrected and verified.
Finding
G. Permanent lot stakes and tags shall be installed at all lot corners by a licensed
surveyor or civil engineer unless otherwise required by the City Engineer.
Facts in Support of Findinq
G -1. As conditioned, the project will comply with this requirement prior to recordation of the
final parcel map.
Finding
H. For residential conversions, the project shall be consistent with the adopted goals and
policies of the General Plan, particularly with regard to the balance and dispersion of
housing types within the City.
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Facts in Support of Finding
H -1. The project is consistent with the adopted goals and policies of the Land Use Element
and other Elements of the General Plan and the Local Coastal Program Land Use
Plan. The project site is designated as RT (Two -Unit Residential) by the Land Use
Element of the General Plan. The proposed project is consistent with the RT land use
category, which is intended to provide for a range of two - family dwelling units such as
duplexes and townhomes.
H -2. An existing, remodeled two -unit dwelling rental will be converted into a two -unit
condominium project. The residential density on the site will remain the same.
Finding
1. The establishment, maintenance or operation of the use or building applied for shall
not, under the circumstances of the particular case, be detrimental to the health,
safety, peace, comfort and general welfare of persons residing or working in the
neighborhood of such proposed use or be detrimental or injurious to property and
improvements in the neighborhood or the general welfare of the City.
Facts in Support of Finding
1 -1. The application of the project conditions will ensure the health, safety, peace, comfort,
and general welfare of persons residing or working in the neighborhood and the City.
1 -2. The proposed project is to convert an existing, remodeled duplex into two
condominiums on property located within the R -2 zoning district.
1 -3. Public improvements will be required of the Applicant per the Municipal Code and the
Subdivision Map Act.
Tentative Parcel map
The Zoning Administrator determined in this case, that the proposed parcel map is consistent
with the legislative intent of Title 20 of the Newport Beach Municipal Code and is approved
based on the following findings per Section 19.12.070 (Required Findings for Action on
Tentative Maps) of Title 19 (Subdivision Code):
Finding:
A. The proposed map and the design or improvements of the subdivision are consistent
with the General Plan and any applicable specific plan, and with applicable provisions
of the Subdivision Map Act and this Subdivision Code.
Facts in Support of Finding:
A -1. The proposed parcel map is for two -unit condominium purposes. The existing duplex
was constructed in 2011 to condominium standards. The residential density on the site
(two- units) will remain the same. The proposed subdivision and improvements are
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consistent with the density of the R -2 Zoning District and the "Two -Unit Residential'
General Plan Land Use designation.
A -2 The proposed parcel map does not apply to any specific plan area.
Finding:
B. The site is physically suitable for the type and density of development.
Facts in Support of Finding:
B -1. The lot is physically suitable for two -unit development because it is regular in shape
and has a slope of less than 20 percent.
Finding:
C. The design of the subdivision or the proposed improvements are not likely to cause
substantial environmental damage nor substantially and avoidably injure fish or wildlife or
their habitat. However, notwithstanding the foregoing, the decision making body may
nevertheless approve such a subdivision if an environmental impact report was prepared
for the project and a finding was made pursuant to Section 21081 of the California
Environmental Quality Act that specific economic, social or other considerations make
infeasible the mitigation measures or project alternatives identified in the environmental
impact report.
VA -q9hkk-
Facts in Support of Finding:
C -1. This project has been reviewed, and it has been determined that it qualifies for a Class
1 and a Class 15 categorical exemption pursuant to Title 14 of the California Code of
Regulations (Sections 15301 and 15315, Article 19 of Chapter 3, Guidelines for
Implementation of the California Environmental Quality Act). Under Class 1 (Existing
Facilities), the division of existing multiple family or single - family residences into common
interest ownership is exempt under Class 1 of CEQA. Under Class 15 (Minor Land
Divisions), the division of property in urbanized areas zoned for residential,
commercial, or industrial use into four or fewer parcels is exempt when the division is
in conformance with the General Plan and zoning, no variances or exceptions are
required, all services and access to the proposed parcels to local standards are
available, the parcel was not involved in a division of a larger parcel within the
previous 2 years, and the parcel does not have an average slope greater than 20
percent.
Finding:
D. The design of the subdivision or the type of improvements is not likely to cause serious
public health problems.
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Facts in Support of Finding:
D -1. The proposed parcel map is for residential condominium purposes. The development
will comply with all Building, Public Works, and Fire Codes, which are in place to
prevent serious public health problems. Public improvements will be required of the
developer per Section 19.28.010 (General Improvement Requirements) of the
Municipal Code and Section 66411 of the Subdivision Map Act. All ordinances of the
City and all Conditions of Approval will be complied with.
Finding:
E. The design of the subdivision or the type of improvements will not conflict with
easements, acquired by the public at large, for access through or use of property
within the proposed subdivision. In this connection, the decision making body may
approve a map if it finds that alternate easements, for access or for use, will be
provided and that these easements will be substantially equivalent to ones previously
acquired by the public. This finding shall apply only to easements of record or to
easements established by judgment of a court of competent jurisdiction and no
authority is hereby granted to the City Council to determine that the public at large has
acquired easements for access through or use of property within a subdivision.
Facts in Support of Finding:
E -1. The design of the development will not conflict with easements acquired by the public
at large, for access through, or use of property within the proposed development,
because there are no public easements located on the property.
Finding: ��
F. That, subject to eth detailed provisions of Section 66474.4 of the Subdivision Map Act,
if the land is subject to a contract entered into pursuant to the California Land
Conservation Act of 1965 (Williamson Act), the resulting parcels following a
subdivision of the land would not be too small to sustain their agricultural use or the
subdivision will result in residential development incidental to the commercial
agricultural use of the land.
Facts in Support of Finding:
F -1. The property is not subject to the Williamson Act because the subject property is not
designated as an agricultural preserve and is less than 100 acres in area.
F -2. The site, which is developed for residential use, lies in a residentially zoned area.
Finding:
G. That, in the case of a "land project" as defined in Section 11000.5 of the California
Business and Professions Code: (1) There is an adopted specific plan for the area to
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be included within the land project; and (2) the decision making body finds that the
proposed land project is consistent with the specific plan for the area.
Facts in Support of Finding:
G -1. The property is not a "land project" as previously defined in Section 11000.5 of the
California Business and Professions Code because the existing subdivision does not
contain 50 or more parcels.
G -2. The project is not located within a specific plan area.
Finding:
H. That solar access and passive heating and cooling design requirements have been
satisfied in accordance with Sections 66473.1 and 66475.3 of the Subdivision Map
Act.
Facts in Support of Finding:
H -1. The proposed parcel map and improvements are subject to Title 24 of the California
Building Code that requires new construction to meet minimum heating and cooling
efficiency standards depending on location and climate. The Newport Beach Building
Division enforces Title 24 compliance through the plan check and inspection process.
The existing duplex was constructed in compliance with Title 24.
Finding:
The subdivision is consistent with Section 66412.3 of the Subdivision Map Act and
Section 65584 of the California Government Code regarding the City's share of the
regional housing need and that it balances the housing needs of the region against the
public service needs of the City's residents and available fiscal and environmental
resources.
Facts in Support of Finding:
1 -1. The proposed parcel map is consistent with Section 66412.3 of the Subdivision Map
Act and Section 65584 of the California Government Code regarding the City's share
of the regional housing need. The residential density on the site will remain the same,
which allows two units in the R -2 Zoning District. Therefore, the parcel map for
condominium purposes will not affect the City in meeting its regional housing need.
Finding:
J. The discharge of waste from the proposed subdivision into the existing sewer system
will not result in a violation of existing requirements prescribed by the Regional Water
Quality Control Board.
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Facts in Support of Finding:
J -1. Wastewater discharge into the existing sewer system will remain the same and does
not violate Regional Water Quality Control Board (RWQCB) requirements.
Finding:
K. For subdivisions lying partly or wholly within the Coastal Zone, that the subdivision
conforms with the certified Local Coastal Program and, where applicable, with public
access and recreation policies of Chapter Three of the Coastal Act.
Facts in Support of Finding:
K -1. The subject property is not located within the Coastal Zone.
SECTION 4. DECISION. I,,\
NOW, THEREFORE, BE IT RESOLVED: ,,
1. The Zoning Administrator of the City of Newport Beach hereby approves Tentative Parcel
Map No. NP2014 -006 and Condominium Conversion No. CC2014 -004 (PA2014 -076),
subject to the conditions set forth in Exhibit "A ", which is attached hereto and
incorporated by reference.
2. The Condominium Conversion and Tentative Parcel Map action shall become final and
effective fourteen days after the adoption of this Resolution unless within such time an
appeal is filed with the Community Development Director in accordance with the
provisions of Title 20 Planning and Zoning, of the Newport Beach Municipal Code.
PASSED, APPROVED AND ADOPTED THIS 101h DAY OF JULY, 2014.
N/
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EXHIBIT "A"
CONDITIONS OF APPROVAL
1. The development shall be in substantial conformance with the approved site plan, floor
plans and building elevations stamped and dated with the date of this approval. (Except
as modified by applicable conditions of approval.)
2. The applicant shall comply with all federal, state, and local laws. Material violation of
any of those laws in connection with the use may be cause for revocation of this
Parcel Map and Condominium Conversion.
3. No more than two- dwelling units shall be permitted on the site.
4. In accordance with the provisions of Chapter 13 of the Newport Beach Municipal Code
or other applicable section or chapter, additional street trees may be required and
existing street trees shall be protected in place during construction of the subject
project, unless otherwise approved by the General Services Department and the
Public Works Department through an encroachment permit or agreement.
5. Two -car parking, including one enclosed garage space and one covered or enclosed
parking space, shall be provided on site for each dwelling unit per requirements of the
Zoning code. All parking spaces shall be maintained clear of obstructions for the
parking of vehicles at all times.
6. The project is subject to all applicable City ordinances, policies, and standards, unless
specifically waived or modified by the conditions of approval.
7. Prior to the recordation of the parcel map, the applicant shall pay any unpaid
administrative costs associated with the processing of this application to the Planning
Division.
8. Prior to the final of the building permit for the special inspection, the applicant shall
resolve all building safety violations identified in the Condominium Conversion
Inspection Report dated June 26, 2014.
9. To the fullest extent permitted by law, applicant shall indemnify, defend and hold
harmless City, its City Council, its boards and commissions, officials, officers,
employees, and agents from and against any and all claims, demands, obligations,
damages, actions, causes of action, suits, losses, judgments, fines, penalties,
liabilities, costs and expenses (including without limitation, attorney's fees,
disbursements and court costs) of every kind and nature whatsoever which may arise
from or in any manner relate (directly or indirectly) to City's approval of the
Condominium Conversion and Parcel Map including, but not limited to, Condominium
Conversion No. CC2014 -004 and Tentative Parcel Map No. NP2014 -006 (PA2014-
076). This indemnification shall include, but not be limited to, damages awarded
against the City, if any, costs of suit, attorneys' fees, and other expenses incurred in
connection with such claim, action, causes of action, suit or proceeding whether
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incurred by applicant, City, and /or the parties initiating or bringing such
proceeding. The applicant shall indemnify the City for all of City's costs, attorneys'
fees, and damages which City incurs in enforcing the indemnification provisions set
forth in this condition. The applicant shall pay to the City upon demand any amount
owed to the City pursuant to the indemnification requirements prescribed in this
condition.
10. The parcel map shall expire if the map has not been recorded within 24 months of the
date of approval, unless an extension is granted by the Planning Director in
accordance with the provisions of Section 19.16 of the Newport Beach Municipal
Code.
Public Works Conditions
11. Prior to the recordation of the parcel map, the applicant shall pay a park dedication fee
for one (1) unit in accordance with the fee amount in effect at the time of recordation.
12. A parcel map shall be recorded. The map shall be prepared on the California
coordinate system (NAD88). Prior to recordation of the map, the surveyor /engineer
preparing the map shall submit to the County Surveyor and the City of Newport Beach
a digital - graphic file of said map in a manner described in Section 7 -9 -330 and 7 -9 -337
of the Orange County Subdivision Code and Orange County Subdivision Manual,
Subarticle 18. The map to be submitted to the City of Newport Beach shall
comply with the City's CADD Standards. Scanned images will not be accepted.
13. Prior to recordation of the parcel map, the surveyor /engineer preparing the map shall
tie the boundary of the map into the Horizontal Control System established by the
County Surveyor in a manner described in Sections 7 -9 -330 and 7 -9 -337 of the
Orange County Subdivision Code and Orange County Subdivision Manual, Subarticle
18. Monuments (1- inch iron pipe with tag) shall be set on each lot corner unless
otherwise approved by the Subdivision Engineer. Monuments shall be protected in
place if installed prior to completion of construction project.
14. All improvements shall be constructed as required by Ordinance and the Public Works
Department.
15. An encroachment agreement is required for any private improvements in the public
right -of -way and shall comply with City Council Policy L -6 (Private Encroachments in
Public Rights -of -Way).
16. Each dwelling unit shall be served by its individual water meter and sewer lateral and
cleanout. Each water meter and sewer cleanout shall be installed with a traffic -grade
box and cover. Water meters and sewer cleanouts shall be located within the public
right -of -way.
17. An encroachment permit is required for all work activities within the public right -of -way.
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18. The existing damaged curb, gutter, and sidewalk along the Poinsettia Avenue frontage
shall be reconstructed. Limits of reconstruction shall be determined by the Public
Works Inspector.
19. In case of damage done to public improvements surrounding the development site by
the private construction, additional reconstruction within the public right -of -way could
be required at the discretion of the Public Works Inspector.
20. All on -site drainage shall comply with the latest City Water Quality requirements.
21. All above ground improvements shall stay a minimum 5 -foot clear within the alley
setback, including planting.
22. Existing street trees on Poinsettia Avenue shall be protected in place. Removal of
street trees shall require the approval of the Parks and Trees Division of the Municipal
Operations Department and the Public Works Department.
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28
Attachment No. ZA 2
Vicinity Map
19
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20
VICINITY MAP
Condominium Conversion No. CC2014 -004
Tentative Parcel Map No. NP2014 -006
PA2014 -076
618 and 618'/2 Poinsettia Avenue
::,j
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22
Attachment No. ZA 3
Project Plans
23
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A.S.F. ASPHALT EST. EST114ATE LVR. LOUVER SM. DET. SMOKE DETECTOR �� °�f'�.
SATURATED FELT E.W. EACH WAY SPEC. SPECIFICATION
MATERIAL S'PR. SPRINKLER
ASPH. ASPHALT E.W.W.M. ELECTRICALLY MAIL.
v
I
AS TM AMERICAN SOE %ETV__..._. WELDED MAX, MAXIMUM. S.Q. or I$ SQUARE 1
E WIRE MESH M.B. MACHINE BOLT SQ. FT < SQUARE FOOT or
FOR TESTING
C
MATERIALS EXH. EXHAUST N.C. MEIIICINE CABINET SQUARE FEET
"
AUTa" AUTOMATIC
EXIST" EXISTING MECH.
MECHANICAL
S.S. SINGLE STRENGTH
AVE, AVENUE EXP. EXPANSION MED. 'MEDIUM S.SK. SERVICE SINK
A AND EXP. EXPOSZD MET. METAL .; StST1. STAINLESS STEEL
L_ ANGLE EXT. EXTERIOR MEZZ. MEZIANI.NE ST. STREET
AT MFR< MANUFAL7URER STA. STATION OGGtI �i�uG`� �'ifb f I
F.A. FIRE ALARM M.H. MANHOLE STD. STANDARDI,�
j BALC. BALCONY F.A.U. FORCED AIR UNIT MIN. MINIMU9 STGR. STAGGER y
BATH BATHROOM F.B. FLAT BAR MISC. MISCELLANEOUS STL. STEEL G'
_
BD. BOARD F.C. FURRED CEILING M.L. METAL LATH STN. STONE �J.t�I3 �
BITUM F.D. FLOOR DRAIN M.L. & P. METAL LATH AND STOR. STORAGE
ITUM . BITUMINOUS
B BUILDING FDN. FOUNDATION PLASTER ST'RUC. STRUCTURE 2 v D l G f G
BLK._ BLOCK F.E. FIRE EXTINGUISHER MLOG. MOULDING 'STRUCT. STRUCTURAL
I �L. BLOCKING FIRE EXTINGUISHER M.O. MASONRY OPENING SUSP. SUSPENDED
KG D �'� , °
F.E.C.
lL BEAM CABINET 'MOD. P061FIED S.W.R. SIDE WALL
B;N. BOUNDARY. F.F.E. FINISH FLOOR M.P. MOVABLE PARTITION REGISTER
_ f
ELEVATION MPS MINIMUM PROPERTY SYM. SYMMETRICAL
NAILING_:
BOT. BOTTOM F.G. FUEL GAS STANDARDS SYN'. SYNTHETIC
j
BR. /HORN. BEDROOM F.H. FIRE HOSE MTD. MOUNTED VS. SYSTEM
BRM. BROOM F.N. FLATHEAD S4S SURFACED FOUR
BRNG. BEARING FHA FEDERAL HOUSING -N NORTH SIDES
BOTH SIDES ADMINISTRATION ,*AT. NATURAL 4�0
B.T.U. BRITISH 7NE04AL F "H.C. FIRE HOSE CABINET NAT. GR. NATURAL GRADE T. TOILET
UNITS FIN. FINISH N.I.C. NOT IN CONTRACT T i. ®. TOP AND BOTTOM
FIN. GR.. FINISH GRADE N0. (or#) NUMBER T A .G TONGUE AND GROOVE
i CAB" CABINET FIX:. GL. FIXED GLASS NOM. NOMINAL T..9". TOWEL BAR
C.H. CA ?CH ".BAS,IN FIXT. FIXTURE N.S. NON- tL.IP T.G> TIME CLOCK
C:D, CEILING DIFFUSER F.L. FLOW LINE N.T.S. Not to SCALE t' "C. TOP OF CURB /TOP
CEM° CEMENT F.I. FLUSH LIGHT D.A. "aal1(' OF CONCRETE _
�
TEL. TELEPHONE
ytr<" t t+c+uwt4 " FLOOR OBSC. OBSCURE TEMP, TE'1PERED t.
CER.T. CERAMIC TILE PLR• O.C. ON CENTER
C.F.M. CUBIC,FEET FLUOR. FLUORESCENT TER." RRAllO
PER MINUTE F.N, FIELD NAILING O.D. OUTSIDE DIAMETER THK, THICK OR
CH. CHIMES F.O•B. FACE OF BEAM OFF. OFFICE THICKNESS
j O.H. OVERHEAD TtiR£S,. THRCSHQLO
C.I. CAST .IRON F.O.C. FACE OF 'CONCRETE gPNG. OPENING
CIN° BL. CINDER BLOCK F.D.F. FACE OF FINISH DPP. OPPOSITE T;O. TRIMMED'OPE4ING r`�
C.J. GOLD DINT OR F:O.H.C>, FREE OF HEART T.P, tO1LET PAPER
0.5 A. OUTSIDE AIR
�.. -. -. - sa
' CONTROL JOINT CENTER T:P. TOP OF PAYE'9ENT ,
t
CENTER LINE r F.O.M. FACE OF MASONRY PANTRY T:RAN.
TRANSOt4
PAN.
CLG. CEILING F.O.S. FACE OF STUDS TRO. (or T) TREAD
CLKG. CAULKING FPRF. FIREPROOF PAR, PARALLEL T.S. TOP OF
P.B < PUSH BUTTON SOCATH14G Q
° CLUB. CLOSET FR. FRAME4d CdF •t CITY OP NEY4PORT DEACH DUILDING DEPARTMENT w °
P.C. IN CMAIN 111
CLR. CLEAR F.S.
FLOOR SINK TgSTAT tMERatOSTAfi - pp
f `� OR IMPLIED .,, %
• FT. FEET nR FOOT P.G" PAINT FADE T.Va TELEVISION �I �' �f�s��1 �� — APPROVALGFTHESEPlAN3D0E5NOTCONSTITUTEEXPRESS
C.N1 U.
CONCRETE PH. PHONE ) �i �«,!'��-�f AUTHORIL"'NTO CONSTRUCT AtdY BI{iLDIAG IN VIOLATION OP OR INCONSI ILNT
FTC° FOOTING � _ �IHE CITY OFIJEWPJJRTSEe,�'THIS
MASONRY UNIT +N pr T.N.' TDP OF WALL �f7Li ', V I 'Y r y WITHTHEGRDINANCEa:ARPN 6fC T1ATITH SP PLANS ARE fN ALL RESPECi•'N /
nl, E APP UILDING AND �OINC CRDWANElUIREANY PCRIM1�TCETD 1/
f,NTR° C.t111NTFR FORA, FIIR2I'eP< T "" " TY "I; it T
P.L. - PROPERTY `L1NE Co �'�' � `� G' `� 3 A
C.O. CASED OPENING q�'• T GN _
RGVAL DGES NOT
COMPUANCEWITH CITY, h1THE : .I
GLEAN OUT' GA, GAUGE PL. Gl. PLATE GLASS U.B,C, UNIFORM RFV SIETHE B'�LDMG6TR CTI,� OR iI / °{p fir Yi`IdT AUTHORV.ED BYTHCSE hLAidS Y
C.O.
� DURING OR AFTER CONBTRL'� l 10N, IF NECESSARY TE COMPLY W
I COL. COLUMN CAI. GALLON PLAS, PLASTER QRDINANCES,P4ANSAND PGLICIES 01=ThIEGITI OF NEYdPOR wio
i COMB. COMBUSTION GALV. GALVANIZED PLST. PLASTIC U.N.O. UNLESS 40TEO
GAR. GARAGE
PLYWO. PLYWOOD UNPIN. UNFINISHED
BUILDING CODE'
/@RMITiEE'BA(�NOWU:OOEMENT l� ATU - OAT yy�'�)
COMBO. COMBINATION H U " w J o W
L
CONPO. COMPOSITION G "B. GRAN HAR PR. PAIR ' ' r ¢ u
PRECAST OTHER,aISE -
A PRC5T " - -- — H = Q
GOMRT. COMPARTMENT G.D. GARBAGE DISPOSAL UR. URINAL _- - ~`�
CONC. CONCRETE
G•F<I, GROUND FAULT PREFAB. PREFABRICATED uo 1 �
I
COND. CONDITION INTERRUPTER PROP. PROPERTY , V. VENT _ �I APPro A TDI .;E 4W ,FN
! GL. GLASS P.S.F. POUNDS PER nA - - oQ.z
CONST, CONSTRUCTION GLU. LAM./ GLUED PRESSURE SQUARE FOOT VAR. VARIES er.__ —
CONY. CONTINUOUS 4 --
V.C.P° VITRIFIED. CLAY �11/����'
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�,w. /� w °w z ,}i
I CONTR. CONTRACTOR G.L.H, LAMINATED BEAM P "5.1. POUNDS PER PIPE , az
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GR. GRADE SQUARE INCH Pal' 1 }sA' l l� 4-L sae ns�z�
CORR. CORRIDOR YEN. VENEER I f ?= 0 —
j COV. PL. COYERPLATE G.S. GALVANIZED- STEEL PT, POINT VENT. VENTILATE OR?0 -? j2 Q ®.Q I°j r _
l v
CST CONSTRUCTION G.S.M. GALVANIZED PTO. PAINTED
VENTILATOR �Ylirlifg'• `� ( ��w "mx
SPECIFICATION
. SHEET PETAL M.D. PAPER TOWEL Y£RT.' G �� -
4
INSTITUTE GYP. BD. GYPSUM BOARD DISPENSER
VERTICAL p ..0 rI >s
VEST. VESTIBULE fly ? ° I y-Z 0 �E eel 2 s� 0A
I CTR. CENTER P.T.O.�R. COMBINATION Y:G.D,f. VERTICAL G4AIN r' f - N y�o1�
H.B. HOSE BIBB PAPER TOWEL "" iTa ,
CTSK. COUNTERSUNK DOUGLAS FIRm
N C. _ =w'
CU. FT. CUBIC FEET OR HOLLOW CORE. DISPENSER AND VOL. VOLUME y _ o�,2,
N.D. HOLD DOWN RECEPTACLE
CUBIC .FOOT Y.T.R. VENT THROUGH , d
HOBO. HARDBOARD P.7.D.f. PRESSURE TREATED �p�
i" CU. YD. CUBIC YARD ROOF D G✓
j, C.W, COLD HATER HDR. HEADER DOUGLAS FIR Y.T.W. VENT THROUGH n
NE HOW. HARDWARE PIN. PARTITION - J �w�
CHAN L wA L. 1 i w e z i
b \ / RD1� ,a �i�IGy �^rf11 G��P?� �"��.''"I�io} .bi(fi "��: �s�(1�31'+�
O.C. CENTER TO CENTER: HDWD. HdRDW00D d PENNY PD
ENTER
GT. HEIGHT 1 PERPENDICULAR w WEST �� ��� ( g
R N N
i
ON CENTER
W. wnsHER U�'I ►d2�i:I yS.i �--w.
N.M. HOLLOW METAL LHS. (orY) POUNDS 9' y.
HORIZ. HORIZONTAL
D. DRYER W/ or W/O W[TH OR WITHOUT
I DOUBLE ACTING 7 ARRY TILE WARDROBE i,''�(.
O.A. H. ➢. HIGH- POINT Q QU WARD. .
DOORBELL NR. HOUR W.C. � �� ., �--(' t
D.B. WATER CLOSET `� tDI�>P 4 4•i ✓ 1 . ✓ ti ") .
HTR; HEATER I� �l }� ✓� O 1
j i DBL. DOUBLE. WD. woo0 - o i3Y p
�� > Y/� r
DECOR. DECORA.7IYE HUD DEPARTMENT OF R. RISER I )` , ..
wow. wlNaaW 1rI� �,�' t` ., AT
HOUSING AND R i 0 RANGE AND .OVEN -. G DRAWN E
DEG (or ) DEGREE W.F. WF h WIDE FLANGE!'I
URBAN RAb. RADIUS
DEPT. DEPARTMENT w.N. WATER HEATER
DEVELOPMENT RAFT. RAFTER "
DETAIL W.I. WROUGHT IRON I
.
I I)
DET.
DRINKING FOUNTAIN M.W. HOT WATER R.A.G. RETURN AIR wIO. WIDTH `�a t JOB, NO
0
i D.f./L DOUGLAS FIR /LARCH GRILLE W.P. "WEATHERPROOF N
++ I
I' 1. fl %AG. DIAGONAL ICBO INTERNATIONAL R.D. ROOF DRAIN W.P.G. WATERPROOFING
CONFEREN.E RfG. RECESSED a
DRAWING NUMBER ' LEA b
OIAII" DIAMETER W.R. WATER RESISTANT ° LNANGf
OF'BUILOING REF, REFERENCE
DIM. DIMENSION WSCT. WAINSCOT VE
•
` DIFt. SW. DIMMER SWITCH OFFICIALS REFR. REFRIGERATOR, W.S. WOOD SCREd ('�, -"�°
I..D.
INSIDE DIAMETER REG. REGISTER
,DIN. RIP. DINING ROOM W.T, WATERTIGHT
%N. INCH. REINF, REINFORCED
, wT. WEIGHT ,
OISP. DISPENSER
INCL. INCLUDE REQD. REQUIRED
I'
DISTANCE 1.�-.� P ,
t f �altsarS ��^.
DIST. DIS RET. RETURN
IHSUL. INSULATE OR
DN. DOWN e ,• T
INSULATI N BEY. I ".. . iSl
IIIIIIItIIIItIIIIIIIIIIIIIIII;I'SENEKA�'.-OOTES AN SPEC I FI CAT IIII d WALL BRACING: All walls shall be temporarily braced until joists or rafters S i4H NJD, :EQU IT ft 'S Inot more than two ports 3/811 maximum size.pea gravel by volume, and shall are nailed in place; sufficient additional braces shall be also employed to IIIIIIrefer A i s of age. 40 - itess, squareness and straightness of all walls until the Yor IIImaintain the plumbn -6UCT-WDRJK ti 4 d IA. upp:,y; UCt*S SIhall b,� bIs 6c I f 1 CA t i ons. are separated into titled sections. Such .0r:4r_ rve 6 on construction has advanced to a point where all portions of the building are SECTION 9-A GYPSUM DRYWALL CdNSTRUCTION- Uucti4ork shall I C'01001 IIIiepatia.tions s hai tl a a i e Diagonal brace all exterior and interior . wl th -the in N i ffi6re ue Igh t, d s As ;�z I....... ... ifi n the On:i f" hi d IIIIan the:Contractor and Subcontractors, Gibc6 lk. "Mort-R-Fat" e, a y lin. ft., unless - -All work specified herein shall, be in cccridance with "American 5 IG' 1": II:bi�twe ec a 144 d hiet Meta. Z' I ;be a tIoIIr r o Standard pecifications for the Application and Finishing of Gypsum Wallboard" d Iotherwise noted on plans, refer to floor plans for shearwall bracing 'and f I' P rov I do. a&tmati't ifIIIage tted In mortar used for structural units. All as approved by the American Standards Assoc! At ion, laiesi edition; app I ic'ble tmaterials for mortars shal I be measured by volume, sand and cement mixed dry, parts thereof are hereby made a part of this:specificaltion texcept where ftl F`ABRI' 6 CAT'I -ON AN INS, TAL LAI I 00- IitjD NTS: "Mort-R*-Fat" added, and then water added to bring to the proper'consistency st _NTE qents are called for in this Specification, in local cod AND BLOCKING: (Maximum concealed space' 10"O") and at mid-height;. as, IIIIfor use. No mortars that have stood for more than one hour shall be used. or by the manufacturer of the gypsum Wallboard, Whose re uIrements shall. be A. fiJoACE t Iceiling coves, boxed a ves and floors, as well. as soffit II&hs' I Ii l"d vi brn I 0. . C ifv, NUMBER TITLE '.' Block mid-height al I Wal Is to receive stuc followed. CO. I. .. ... IIa IIIICONSTRUCTION (GENERAW It . .. .. . ... ... IGENERAL REQUIREMENTS PtUM ALLBOARD: ASTM-C36 with recessed longitudinal ed SECTION PLATES: Lap um 41-.011. Provi GY AM---P— do Simpson St rong Tie St-21 I a it2 SITEVORK A. GENERAL- Walls shall be straight, plm6, )rIn thedir wings and.true, with all courses be S called fc tI(II6 Ga 14" X 11 5/811) at plates where laps are hot possible. Interior .3 u e I olted with approve into concrete as I I. I I � ?
RULES AND REGULATIONS' All -st S c a II e laid up with LS, ed nails, ASTM C-3130 1 3/8"or I j". Nailing shall be anr .. ..... -METALS, STRUCTUR pse, ; lai Clean units before pl n ing Department prior to taping joints. th ns or td f, P CARPENTRY saw for cutting. 'P.P. A Ir �t,i'- IMOiSTURE rAOTEICTION. C06 rili I n to, t IIIIitIIInstal I pressure treated lumber in contact with -Bi LATHING AND PLASTERING: h 9 fllIConcrete. I'8. DOORS, WINDOWS AND :GLASS 8. llIISECTION Masonry shall be built to preserve II : (Prepar ld' 'E. II9 nuity,of the cells. The vertical IlIIBUILDING PAPER: Feder I Specif! 'ation UU-8-790. MATERIALS . a C I Or I..... . 10 n ufficient to maintain a clear, unobstructed IIEQUIPMENT S nd carefully Apply so as to form a watertight membrane. Each A. Plumbing cant r4c t aworded'bld vertical opening not less than 3 inches' in all directions. Lay units IIsha.,'l subin I, A. ' ' 1. . .1 It . . r, I all overlap the course be 1` materials And their 'OPP I i Cl: ion riser s A n d Call 0 neath it 611 minimum. Where paper I d i agr am 12 a by, t!t ib shal -strict accordance. J d their application e in . ... ... e all be carefully la II3 SP itprevent the passage of Water behind the frame.. Install sisalkraft paper at with the applicable sections of the lkliaind600k of Rec9mmendied Speci.fica-' for purpos6s'o.f. IICONVEYING EQUIPMENT .....,Y And. he'I'rglIt', 'r eanout opening shall be provided at the bottoms of all exterior door and wind tions for Lathing, Furring, and Plastering", of the. National Foundation diagrarnin IL 'P 'roany. ib IMECHANICAL ceilS t� e filled at each lift or pour of grout, when such lift or atic,,.to t e.lextan t r. t IliCi Ifoe Lathing and Plastering Inc. an d,Oxa IIct locAt'idns At. 0: in ot ELECTRICAL pour of.grou.t is in excess of 4 feet Vn height. Cleanouts shal I be SE I ai I d II n a o t he -&on i irAc, a ata t t0o sealed after inspection and before grouting. B. W1 . I I . ". % Iinformati RE'lMESH.: lj" mesh, seventeen. gauge, galvanized before or after IIwl n or app ....... .. r cture millwork and casework per Manual of Millwork of qed C S : Grade "A" hollow. load-bea�ring. units per ASTM C-90. IIIIIN ;Iocdwork Institute of Californi' W, X 1459 i0i-ROV 7W oco 12AVg,&4 fE:R, TO STE 'A I� D,. ., .. _ traile unless'-noted otherwise. COPP
a, custom g C. WAT . ERPROOF PAPER: Plastler' IIIkraf building paper, Federa I Specti f I cat i-ons made Wi ih ol��tjZT I L: rs at splice 4h I 1 titLap reinforcing not less than 30 bar d;amete t 4 on, IIIUU-108-790,, or eqTa�lf�614A IIDIVISION I -.GENERAL REQUIREMENTS INSTALLATION: Install all shelving, casework, millwoirk, doors, hardware Stagger splices in. Wall rei-riforctrig. Lap horizontal reinforcing a I�41 WO. Irailing, tri counters ... .. . utility bakboards and other finish carpentry. WASTE& A S NO VENT YSTEM; All minimum of 1 n rners� Horizontal reinforcing steel shal I be hg sh4ll a Ii z" it11 be s d ........ D. METAL LATH., Sha tndard diamon mesh, galvanized weighing ABS. Al I pipl laqu, re PY b� d 9 "d 'b y instolled i 6.: b beams, I I ntel s, etc. as the work progresses. ref u I I iIJoic :$ECT ION, 1 TIS-STATU$. SECTION 6-C INSOLAT16 I be provided and installi par Title 24, three 3 pounds' per Sq. ft. C. leanqq .. .... ... A* bev tIfiZ=I;� A. lieritic#1 reinfor c o aying the wal I and, shal I be tj IYield in place by. standard reinforci,n a itIII,Iantte the Contractor's performance, And no E. RIBI.4ATH: er �td a Itect.d Shall b flat IAII�s:., :P Sq. Y. 9 . be*t :not' blan insulation At roofs and Olt wal IS. ass noted 6thqrw' I se, v - un its s,hal I reco i I !in g supports.. Horizont I bars shall be Califo r0a Administrati a Code.. Dweltirig IsIb I
IRig ket -unl Ias be embedded in grout. Ivertical bars the work progresses and Shal tied to . . .... ovislo S I s r 0 I-abl I.1 incom etenoo or a of walls,.fitted tightl'y'betwao studs.. L. be T; P� n .of the c6htrict.documents shall irelie've the Contractor from Any rovide thermal insulation in all exterl6r stod walls, exte eght m l not be permitted. P Placin§.of horizontal einforcing in: j flfi Fty due t I p .9 rtag :19enceF of .1. ISS.joh the C at IitISTAND 14 -n-T I... ... .. ... ... IIIfill VA, V 4. EQ 9. d- .... . omm CIIIMETALS-, S IDIVISION 5 TR -I.SCELLANEOUS ifIIIUCTURAL,AND,M III. I .. ........ VIVI 14k 7 - MO I STURE PROTECTION �19
irved s r' ...... GAS SER'TC IIDOME TI-C IAllf.�odes hay.i:hg ur. i.sdj ct i on sh� li f, :be cbse I c�t I y in the suion Iwater terS, ncluaing ta 'icabli� State and county, building, APPLiCAT1.01N. of" t he p roj,6c t' I I 00PI city ifIf4'zQn PrIg't 6 1 et tr ical ll T r Ica plumbing, and fire codes. Imechar, Contractor sh II all SEE LLANEOUS.. AND iS ��!��URAL ME%S ECTION 7�A R FI.NG AND,MEKDRANES:- 00 struction. And bring lil y-41 I �-oda raqU' rep ricies. between: 'code`teqW'rementS and the.const Liction documents WORKMANSHIP: Work shall comply with A.I.S.C. "Manival of Steel Construction" IIr ICEDAR SHINGLE ROOF: Number .1 gr d a' a ingles; 5" to SE Iic�ta� on interior 61:e4d :1. . , 5 iI�atestedltlon, unless S e C-TI04-9-4 $YNTHETI.C, COU�TER -TOP$ - Wher ih4 tion , Ii , . , A I 'A more exacting retiiii t PLL.IMB A It& t�la...att rition 6f. It illf F , f;Apply over I x 6 sheathing $.paced @ 9J11 o.c. (apply over I1 66 selected b randomi.jol sha I I 'be cqItLired:mArble r cor:ion With s�,I,ash. Colors I: Y j nts. Documents IIIp I ywood S hea t h 1.nJ ). See p a t. for tire 'ardant treated shingles n ret II r. A I I "pu 1; ,tops will be coveted w:s t h. y paper. arvd IA I c taped securel. r ST ASTM A-�6. ASiIH A 9 92��s �v try. installer... R ........... . .. . . . ... .. ..... y I. .. . ... Id' 'sSions Wh1ch, may occur :4i Contract,00cuments shall b u I 7 IIIA /y,_ Cl -wr it I IMll 6f,'the ructions shall PIPE Ito,,t he 'atiten It ion ArChitect in"I'' ' * d a e pe ASU A53.,.Grl or as specificaliy. noted ol ru I I:marI tqps 0411 have one pioci integrl type III wa IN IIItbe be r's �tr, VV �J- f 'folre roc6edinq with 'the he I-d "P,
a drawing Itoof' tile shall be -ins-tilled Pei m aniltif a C t color and shapp tIq -Spec ppkic,vlad Iifications. Wei-gli a ISpOnSi til ...... discrepancies, SECTI ON 2;E RESILIENT FLOORING- Ire by -Ar Qwner,. the Aont cro -ed'tb f . Hisc related com fIa I I anebtis iriotali I tems. And their ponents I1 r fai I it I y the::Arthitect of before constructi.on and/or "to Igone. rxie roofs k are noi necess asicri'bleA. the most ilopo,fitant and those I NsTALLAT. Install all work in strict accordance wi th mnUfact I ... ... ...
IIId iring detailed desc.ri -items not de- i Unistrottions And owly by Cont pprc '��'by the 4n�n f9'p' Itequ p ct it�ion are spectf. ied. Mi'scel ianeous Hurricane; qlipa, or i�viceo Qn- the writ to" u a u re r., % ith co lice reCommendat.lofis o.' t IJOB -CONPITION.So FICTION. I' ibed.shal"I be furnished and irrstalleo in acc I - orrdance with the Intent of the Apply pri r. in ac rda f manuf ao' first course of Gave tiles and all hip and riog he t0iror., required to compliete the wor II:Drbwfngs'aM Specifi,cation and'as a alillimunt of' �-6d nails per 61ipt ftIIA tractor sha J.. irtA W.941DI, SECTIJGN 9-� �A�NTIN� ECTJ ON 4 6, CoKit �kvq r afid SQb-con verify all dimensions and Job "', ax IA N; III-upped at IT Y yrp- 0/'- lc�bnd I t I dffS'� �i t the job S%i te suffici6n:kly i n advianqe of work to be performed Iit-AND �REGMA Ilk .60ncreta� tile roor 31, hoad lap�/30 .1b. --falt to assure 6r a ly.. p6 S cf!,th�workl . S T 19 d. g.res gill Iley f lashing RUL IjoiriLa., 26,,gau a Q.S. va I-9 if 6. CARPENTRY IIISECi ON �E'.: -r is 'c:t *c rdlanc T WOAK',4ECESSA 0.,L�TE CONSTRUCTION. IIA. Appli iA I, ail Ication f paint or ther coating shall 4:Oe i n St 9 e.. these'g ans,b Iked: 4. Valley. tiles shall b t -b thi Ia �,(Sreaking +ilLj at valley will s, d i r otions. ReadyImmi e . :n Ad ain shall not� n to these.co est. - t. Its tha,_ -to describe a comp. I e t e. ti ns uc I Ill I. .... . except as permitted in t,: IIIthes lans and specifications cit. -bg accepted) h app.) icA, OnA Iitpthe� than jr.t!.em*. SECTio" 6-,A 0 iod f ini sh�d-- pro e6 marked "N. I 0ot in contract) R UGH CARPEflTRY IIII5... %�Openings through tiles foe verits, shall be rece. i va the pointers f ini sh IREFERENCED SPECIFICATIONS. AND S71ANIDAR6.S.. B. A] I exterior and Interior surfaces ihal IfIIIIb* CTIION' I -f y a framing except olll. coordiriated factor fi.nish Surfaces. IS adequii" -support'ed b additional biackin4 ir y A E f. ... .. IIIrewo If finished !hall be oreign, trash,, debris IIlmneyb, et a e aluminum,� or other IIVM. -as rlai around pipes, vent:87 flues, I U 5 7 .0, required, ':'s' ha ilia inta i the premliSes clean and free of all itch IIIn tok C ad-jacdh't woirkJrbm-dama9e, soi-ling, paint everspray, 043 C.I Iapproved f laxible materials (dirt, Asphalt,. rust and at , .,,An0 a It. 1: . X u res, equipriti f I '4�* ;iiatch'. contOti a 6t tile 6qrs, etc. shall- be left c I ean r IetC All t iif�t, j'tazin IR P B. UOUGLAS F P.5-145and rules for DFPA - - --------- IId d'' oi etion. of the project. W 0: Product S D. Appl I cat ion tilial I t6ai in a.#orkmanto ke lnirvne�. providing a Iy yo, upancy upon coRpl grade trademai American Pi' III-0 sh 6 be that by h wa surfite. ApplicatbOh rat r omme, Ia h an r" ��LksOO? aIIllII aji n t 'is f6rmplated ItAppIJ catioln may e by. brush or rotler or by s�or'ay I f -B ALI wood II nd ti:mber shall be marked with its grade and ply SEC MET IZ TION 7 SHEET for spray.op P'l i Cat ionI. IIcco Iwith its grade trademark in a anc with the referenced standards. IIIIIfi IVIIION I C L ts rendering it:.uns:ui table for use intended shall MEASUREMENTS: Verify all dimensions shown on -drawings by talking field ifIMIATERI aaALS: I .s of grading.. measurements tacmet on All parts is required. III'.or approved equal. II-A EARTH I. . .... RK: 4.�N 61111AFAS AAA rk included in this seciton:0411 be peri"o . I P LUMBER GRADIN[G: Unless otherwise noted hihiber Shall conform to the following., STANDARDS; All wo A. P IAT Dunn�-Ed�ards C IV] Ll II;;I ththe Recommendation ont est edition of the manual "Suggitted. 'OR roved. eq uld I $01L REP Tti:- and rafters shall be Spec ii f I CA t i ons 'for Architktural Sheet Metal Wo A. Floor joists, headers. lintels, teliling joists B. .1161: Olympic Stain. or app.. tS4S seasoned No. 2 grade or b tt oketal and Air C6hditioiiing Cohtractor$,s National. Association. Ie a Douglas Fir unless otherwise IIIIPterf oem -a I I n this section in conformance with the Final Solis, noted on todrawing. FINISHES, I'R -COATED (GA and on Ii a ms, roof beams And posts sha I 1, be S4S seasoned 'ther a Federal Spec. QQ S' I -E- etttic IA. EXTERIOR WOOD: Two Coats stain. Comp.a.ctig(t af,,3,4 Gii.Olbqltal, eports, iii1yanized iroWl hereinafter Z19C LVAIZEID) STEEL. (Called 11g . . ... .. 0 A r Arawirigs.) Conform to -S775A, Type 1. Cl-as 4: a s otherwi,se noted on the drawings. I s t me ta I p"rimeri �e No. I D A�93, Coating class I.5O.oz4 per Sq. ft. Unless IIle de r I zed.. AST14, i-glqs'�s enamel over one cob re-e-6 W 101 EXTERIOR METAL-, One,,.!Coo.t sem t IMu Ir f a'of tiiart-Centr. LIM ass otherwise n6ted on T C. 0',tL be by -otheriW ted, al-1, 'meta 26 guAge. p
-it Ise indicA a6d poi;ts -sized seasoned ICONCRE F C I"Posed floor beams,, roof beams ha I I be saw MIQN 3 re e7141
IIWid9l N4, n ad wide F i" VALLEY FLASH 146 't�tgluage go I va i z i r6n, I SP wi de f or sh Ing I as ZW No. I Douglas e n oshliil II1 f": h i gh) raLsod :center diverter,. The center of all f) Iishings� for all throu iLACE); ICT I GO: 3.� 4. LST- I �N- gh roof vents4nd all' elgictrital service Connections, s�hiiiill not .... . IIIIIAll studding, blocking,. furring. ohId p)qtes shall be'S4S seasoned than 1�4.1 frowco A; Cori�u I it..p i�,o Intgr of any,Wley. Douglas Fir uroi�s otherwise rioted on the.drawings. I"stud" grade It8l I beti- ,Rq A r.. 2 days, 7.5 Alflons water 'maximum per sack of cement. ICA ALT I ..... .. COMBUSTION Al-R:, 'Shail I be aken from attic space; Attitto re DIVISION 0. 5RE calve 2 son-ed sel t tight knot rkfingql# �e ts siioc- 6r cross ventil tion Ia Ia a Ventilation required'. ASTM C-i'50 Type I A I kall mill tested and 'P. qn-46� NT I: I Low, od �slzed sea the drawings., Codar or Pine unless otherwl'se noted on 2 n um. Opt im9s silialti P: I'Se ;Tp stOntalning-sulphote conic hot Oar .100.9 B.T.-U. With 200 Sq. ificheS mli im IIII lbe 17160 Ie V.,ceithent for 56i I imlget ioll Of PAL, SPEC I.Ak II. ..... ISE kj,.04 GENE be Covered w Inon: corrosive mesh screen. tIA select ti§:ht knot IIF. Exterior wood Sid ing, S ha III, be saw, sized,seatono. fle IITALLATION, %All -items shol I O!q lill ad In strict, .'aicco rqahce,wi�th t I he: I-Ffio . i . 6 . , dom" t qou . rce Cedar or P i Fie or better in pot 6' IS as' 0own 06 the draw ings. 4 Ventil'ating area openings shall be not less than 1/150 It rn WATER s, elean:Ano:.free frorr.all organic orother TION. pectivemahufac 6t ibn and approved Iep res A. 4wings. dITic sliazi be 060 At lias:t.'50 percent of turer's published in'WO of �t t. rea mo.) IIdr hi i�stai lotion wi I tryotl i4 knot Cedar or required ar it f s,' than 3 Ia t irg Oall 66 select tight r s: rovidid I upper portion o I"ASTM it'AGGAI50ATE'S.: above eave co.r Ica ven s p. I-better IIIPine or (see plan). t C/ -8 SH) - SECTION I HARLWA�E (F I N I II'A W l.be plywood shl�,athi'ng exterior grade (set plan). I.$AND.- ASTM-4.Z-33 by, Vhe it� I-of -.all hardw4rej 'a 40 '�3 HADWARE'.LiST: The. Coptractor Shall .provide a dotii-tid Hsi: II4111 rhe exteri c �J IIli, 'manufacture: and cital- 1, Plywood sheathing sli.all 66 Group I Standrd (C-D) INT-DFPA, C�-C EST II a 99 riMbees; This schedule shall 4e.,prepared IlADMI,XTUREi- .JudonerItRed.Label T-DFPA. 'DIVISION 'DWS J14 GLASS ene not atey I8.- ym.ks., W INO'. A by the hardiarie s' -lor and' rii:tted to the JG IDFPA, Structural I (C-D) �14T-DFPA,or Structural I CC EXT 4pg]. de one. Ithan' 15., days of h Ill sh Iid P IT ctuded in ih;ise 'drawing' or a ter, w.jnning t a oward of the fi hardware ..con pract. roy I. e PUROATLONS*- - Insta. as in S samended by the IIftCopies. Sq0pl let- itiall be respo is i.bl Ip 2 or L 5/81' T G� for a C. tight C i rcu I III
r not Subf loors shal I bo :,$A-cl*� plugged, Grou a Ior% IIISECT164 8�A 'I i-sted� rA - 1'-q I - 0 dt A.) 1) O)P,iZ L C 1.) lan) WOOD DOORS4, underlaymerit grade. (see p, . ...... I4 -a IAE II-ffl-- D. cap uirements o se I2. Mall sheathing shall be 3/8" thick, unless oth4grwi STAUD noted. ARM: A.) I doors Shall comp,Iyl.wi:tN V* f the, Woodwork Institute-of C I I fornia., staiidar.& 91 VNIA, a e Clifoenia.A4mirlistative IIA) I w6A�.sha'll comply (See pl"i) IIwith the requirements set. forth in the DIVISION:ll IMANSH �V4 6APTI1,,SV T 24 P_V9) Code. I for Detailling Reinforced Concrete Structvres," CIt, Cie A H .51 t-1 A;IS % fOA 0 *,-04 9L IllIITALL Plywood (54 sh0-I I be secured to framing. ftPO I ed 6, cncrete institute except where�,more exacting 5URFLOORI-No INS bl , h the -AA&r16an C "Plast[kon 40011.6r eq(jd I) II6flo6d in the Cont' '8d ommi6n If�dh roo and I 1; A giremel .,are sp..e., -ract Dootimeint.s. qvich APP�iANCE AND. U E NT IIor. 6d deformed sha ot -over 1211 6/� late . ... ... IItIA. FLUSH WO�2 11 , , I rknalis spaced n fAt' r3d a 4 nite riliod �.:kIN-FQR` ST, u otg:otherwise.' Wood f lbo'rs Shall 1. 'be l6vel to within 118i ;2RI: lot: a,iot groili tempered. EEL*.. Iwings by ta. I rig f iel d ZA-s—ont te uh S MEASUREMENTS: Verify all dimensions shown on the DiIi k' C I;N.G
in 48" and 1/41, in Imeasurements. proper f i t- and a ttathment of 41.1 -pi)'rtst iis III!M�ATE �Rj ail tIW. F01 'A -4 WALLS�.. ;AST11 A-61! tR7 tS At D B. ENItRY ODORS. See -aw I rig ,isi Iborft_tp VAANGERS FRAMINGANCHORS,AND FASTENERS- Stamped and fabricated steel of 5, :Grade 40 rK4 W41Z) IIINai Is,to be -those furnished by man And the i r 46e) sorvii'd AND PILASTEPS. _ries Tll.-A415, Grade 60(*62 bo ks Of- rrd. IfDW�l� :F.69N I S' . .... .. Rio . .... .... I'I nd -4KA-V4- I � .. , , HI.NIGS NTE :.'M'i�N,II,lUM . �O E.RAGE - for this specifi.c use Wills 'sbal'T be (Lilly driven in all holes in the IM iln,i mum. V concirete.for steel where c a IItInot fdrmed� fr t, surface of slab unless' anchor. "Teco", "Trirnfast", 4!Siiiipson" or "Artedr," conforming to the, �equire� . ..... MIS41EL�AAE04S.� om, 0 Not 'Included in these Imints indicated shall be fA 1 3/0" hollow-core, pa 1 NLe face, he �w I se notgd -on' ;nt gracie maso� specifications. tt, provided. All hal"ers and anchors shal I be galvanized IfIa o 0 th rust inhibitive paint. -dcorq unless therw n to& (Ucof� ifor sh p painted wi Ver i ty and' .100�tz' ar IifIli-185 electrically t I NG 06-1�ra.de b6i I 01 h slabs shall be ASTM A DIVISId IN 7 PECIAL CONSTRUCTION 9. WARDROBE DOORS Sha I! :be GlWg-ali or Approved eq0al(,�with Glide-all IIbricl.size's And auges �as Shown on the drawings. it nails in. strap connectors that] be 16d nails in all nail sI a S Io 3/81' hoilow Il#WEM' 177-1 or Acme A000, S rie: hardware or 'I 1/8" , I IINot i cluded in those tpec,i f i .... .. Icore,. �.ql I nted. ma-gon I t a d unless iotherw e fN,ted-. rts-tal "Ith f W. .. ...... . .... IIIIP)2- 'US )(2,E, INAI LS All. wood framing members shall be%wdll rai.led in acco rdan Cie w I t Ill the IIZ DOORS AND:,W,I WDOWS IIIIitD 1. Ile. All .exterior "ils-shal) be galvanized, Minimom VISION IA.- C on s app I Icab SECTION 8-B. I DIVi sION 4.. MASONRY iEYING ELVIP04ENT i*. 1. " I D-& A I -I:%. stwf'tchidd -na rig framing,shail vSLIDING 'S:- f in be pe r, WINDOW ItItIfV!:,W it h 6 tI'terlor e LX3 ECTI ........ iIst,ructura I i'n u It s otherwi se noted. r ;O- ra 1-4 Z-Ap) Nqt. included 1p.theso speificAticiAS POWER DRIVEN STUDS FOR �RO%IN4 �OOD PLATES: For norr- oSRI'C DRAY AND:PAVER.S. Id washers. Place A32 inches on n I- nch�r 7 pirti-6 Olt$ IIth Ail n center.9 and not mpret than 9.incilhes from end of member at a joint or corner SLIDING DOORS. D I V I,S I 614 MECHAWCAL IIr C S 0 o plate therwise noted. 44 Iabb'r, pikerials,t equipment and other se. vi a t c in 0 II-as for%plates orr sills, Studs shall be driven to penet' I s' than IIIII.frame Ia I,bLilf'r 'Brick and pavers as. 'I remerits of ,k "'masonry. where indicated 'on drawings, nor'mo.re than IV' using a power accua.ted i.00lme tinq. requ ISCREENS: Provi e� d f berq:l ass screen at each open. vent. selecte coiIf6niiing to ASTM C62 Grade,.MW.sJze as indicated' on -f- �V SECTION 15-A ICal-OSHA. d' III'by, '-Ar61 teet. Usi Sha I I be. s I zed in conformarice: x brior be colored using colors by "Admixture .1 . .. 4EAT ING drawo ns nas Iort-R-Faf�' as distributed by.Gibco Inc., Tulsa GLASS:. w' h C,,, glass ISTUD WALLS: 2 x A at 161, a. us p o I n Q!:101 I EG �All wl and poieriaj shol I be i6 fut'l arcor'd6n.r'e provide pedestrian protection adjacent to public way 161lows: tsRA`FI be installed W an requfired;by -Dk. I ih66a -6 nd pattern as indicated on drawings. rfsta i . . . . t itn, I V A I exterior stu4s s:fval. e u ong tIo ng I in- action "CONCRETS UNIT MASONRY" and Ti. le Counct I of Ite 1, Sta.to.and lo 1. rules, And Noth,ing, IIIIIIUnbroced.studs over. 14'-.OIF and less than Zgt�041 sball b, If. wq k:not a 2 x 6.. 14 theso' plans or so icativiliv sha I I- e. Construed. .pe r Av* r; ta ah,06ok Method" fl 12-7.7 for, f i rst f lo'Or And F14.1-77 for second STANDARDS: Title 24, Colifornia Adirkristrative Codei' Sa fety Standard for act Ionformi.nq to these codes I0'$.t,a G)ozin%. materials -(16 CFR,12.01) is ued by the Consumer Product IaO&s. HEADER9. AND BEAMS.. $Afety Commi�tion 10, -DRAWINGS: I:�C*ETJE -UNIT (if size Oesi,gnad do pl.ins, a I I beams h 14— . . i ; (Proparo by Owhir's Mer- hical E ng i r4e, III) 1�11 minimum bearing, and shal I be% OP MASONRY: ft. A 911 VIV % A. IIICantilevered beams -Z i.n.Sta I I ad as indicated on dro I'however' chab"90 ades' whbSe work relates tD bl,ock 7", ... .,:. '. installed with crown p unless otherwise, noted.. A. The'wbrk sha III Oe wings
RD I:g ciaid i n t'd i th All 0�her Tr -crown down. -a�cc t wor o il i'n prdee.f'to ilition. for placing of-%ofl reqqired blocking., sub-fiamingi ris shall be installed with to omodAte instalflation or :this work with oth'r I k hR f meet �rchitfiactLie4l -or Conditions, uaj I bi: imadi w I tho"': proper locations.. kc -to insure Iif2 x 4 studs.minimum Under. all beams and add I I: I onal' Iit4 8, Prbvi i do 4 x 4 posts,or 2 Iheaders unleis'otherwise noted. M IL IPlace anchors, bolts; I pet, Ii0f S T 6BY OTHER WS WN % -
TABLE 330&1 PROTECTION OF PEDESTRIANS,
HEIGHT OF CONSTRUCTION
DISTANCE FROM CONSTRUCTION TO LOT LINE
TYPEOrt'..... CTION
RE 1, D
Less.than 5 feet
Construction railings
8 feet or less
5 feet or more
Nonet:.
Less than 5 feet
Barrier and covered walkway
5 feet or more, but not more than one-fourth the height of construdon
a nd covered walkway I
More then 8 feet
5 feet or more. but between one-fourth and on"alf the height of construction
_p2riler
1.8arrier:
oiherorefbdet witbsiw rilisq! . iry,
I-ait,d
5 feet or more, but exceeding one-half the height of construction
None
IlSCA
_S
oloCk6utt,
re§Iets., fititi.rigs, eondu.i -ts., etc. provided 'by.
R A C.,
I -.0 IN rr 0 ylf� Ill I N
legi bi 1:1. ty the drawings entJ#.j:,I.y
ror purposes;.o.r clarity ahO ts
ifId
ITeevis-I�-parlers.
oiherorefbdet witbsiw rilisq! . iry,
I-ait,d
Cooperate with trades involve.
All subs I I Is. love r 8 n length shall be double,2 x
4.
rar*4t 1:c. to. :r a extentithat ff�e IS i . Spec a -Yt t I no's "anc.
tC. i I'
1 ag, ts '�"e A-
Ibcati.ons b4i -ma kt
jndjcdted� C tr
When required, fence barrier and walkway Gover to be Constructed per EBC 3306A 8306.6 and
4
wiltio
IIContract
,.Saia
III
I. . ......
I' di�merwsions shown drawings by taking field
D. Do.ub-I a 2 x 4 s
sp toget her -may be used in liou of
4 x A pos is
data. in 1 1 o the nd 4ho t h ts in, ormati I3306.7.
'f a I - Vt I f y f
ocumen, S. -on Ion
_S
oloCk6utt,
re§Iets., fititi.rigs, eondu.i -ts., etc. provided 'by.
R A C.,
I -.0 IN rr 0 ylf� Ill I N
legi bi 1:1. ty the drawings entJ#.j:,I.y
ror purposes;.o.r clarity ahO ts
ifId
ITeevis-I�-parlers.
oiherorefbdet witbsiw rilisq! . iry,
I-ait,d
Cooperate with trades involve.
All subs I I Is. love r 8 n length shall be double,2 x
4.
rar*4t 1:c. to. :r a extentithat ff�e IS i . Spec a -Yt t I no's "anc.
tC. i I'
1 ag, ts '�"e A-
Ibcati.ons b4i -ma kt
jndjcdted� C tr
When required, fence barrier and walkway Gover to be Constructed per EBC 3306A 8306.6 and
4
IIContract
exact not a ct6r shall -o
I' di�merwsions shown drawings by taking field
D. Do.ub-I a 2 x 4 s
sp toget her -may be used in liou of
4 x A pos is
data. in 1 1 o the nd 4ho t h ts in, ormati I3306.7.
'f a I - Vt I f y f
ocumen, S. -on Ion
Iliked
where Contained
within. walls unless speclfically':n6tod
otherwise on
at the a.'
Provide construction fencing for new construction and for addition plus rerno del projects
t
Id
it and
aftachmoht of All block, masonry,it required.
10 A woo
75% of the area of propose structure. Fence height to be between 72" and 8,V' high.
Ieul".6mants';
"
IIIII
Iiexceeding
ItI2
IIIIitIIIIIIIIIIIIIIIIitI....
..... .
.
..
ItitIitIItI. . . .
.. . .
A
. a
. . - . - _ .... . - . . . . I . . . I . - .._- ..... I . - ..... -- _ . - .. - ... .. -. , _ _ .. 11 I ... - . .... . . - .. .- . . .. . - .. I . . . . . - - ..... . . . . - . I . . . . .. .... . . -
TITLE 24 REQUIREMENTS
PROJECT-
Robert Vaughn Residence
618 Poinsettia
Corona Del Mar, Ca. 92625
Project Designer:
Don Monteleone Associates
2115 North Moody Avenue
Fullerton, Ca. 92831
(714) 879 -5208
Report Prepared by:
James H Terry
Terry Engineering
14742 Newport Avenue, Suite 105
Tustin, Ca. 92780
(714) 838 -1124
Job Number:
100044
Date:
2/12/2010
The EnergyPe computer program has bean used to porform the calculations summarized in this eonpllance report. This program has approval and Is
authorized by the Collimate Energy Commission for use with bath the Residential and Nonresidential 2008 Building Energy Efficiency Standards.
This program developed by EnargySoll, LLD - wermenemyseffcom.
- E : nergy ro g 100 _ __.
_ ..... .
PERFORMANCE CERTIFICATE: Residential
Part 1 of 5
CF -1R
Project Name
Robert Vaughn Residence
Building Type 0 Single Family 0 Addition Alone
1 13 Multi Family ❑ Existing +Addlticn /Alteration
Date
211212010
Project Address
618 Poinsettia Corona Del Mar
California Energy Climate Zone
CA Climate Zone 06
Total Cond. Floor AMR
1,443
Aeration
nla
Hof Btones
3
FIELD INSPECTION ENERGY CHECKLIST
❑ Yes ONO HERS Measures --If Yes, A CF -4R must be provided per Part 2 of 5 of this form.
El Yes ❑ No Special Features --If Yes, see Part 2 of 5 of this form for details.
INSULATION
Construction a
Area Special
Cavity ttr Features see Part 2 of 5 Status
Wall Wood Framed R -13 1,708 Now
Dear Opaque DOOr Nona B0�__ New
Slab Unhealed Slab•on -Grade None 100 Now
Root Wood Framed Afllc R -22 318 New
Roof Wood Flamed Rafter R -30 100 Now
_ ^ __ - _
Floor Wood Framed udCrewl Space R -13 410 New
Flom' Wood FmIrld wb Crawl Specs RSO 447 New
Roo/ Wood Framed Afile R -22 360 New
FENESTRATION U- Exterior
Orientation Area(ft) Factor SHGC Overhang Sidefins Shades Status
RearfsF) 39.8 0,080
0.65 nano Bug Screen New
Right (SM 450 0,580
_ -need _
0.65 none Irons Bug Swoon Now
Font (NW) 82.6 0.580
0.65 none now Bug Screen Now
-
Left (NE) 6.0 0.560
_, _ _
0.65 none none Bug Screen New
Left(NE) 25.0 01580
0.65 13.0_ Bug Screen New
Left (NE) 40.0 0.530
_ _none _
0.67 13.0 u0ne Bug Strome New
Leh (NE) 16.6 0.530
0.67 11.7 11.710.0_ Bug Screen Newt
Len (NE) 146 0.580
__ _
0.65 117 11.710.0 Bug Screen New
Company Torry Engineering
211272010
14742 Newport Avenue, Suite 105 James 11 Teny
Address Name
_QgylSlat,s;,p Tustin, Co. 92760 , phona(7f4) 838-1124 Sgned .......... ,- Date _
The individual with overall design responsibility hereby certifies that the proposed building design represented in this set
of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and
with any other calculations submitted with this permit application, and recognizes that compliance using duct design,
duct sealing, verification of refrigerant Charge, insulation installation quality, and building envelope sealing require
installer testing and certification and field verification by an approved HERS rater.
Designer or Owner (per Business & Professions Code) r /
Company Doti MontelsonsAssociates
HVAC SYSTEMS
011Y. Heating- Min. Eff
Cooling Min. Eft Thermostat Status
I Central Furnace 80 %AFUE
Splr1 AirGondhimer 13.0 SEER Setback New
luminaries In garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a
_,_
§1 50(k)9: Permanently Installed lighting that Is internal to cabinets shall use no more than 20 watts of power per linear foot of
225
90
New
HVAC DISTRIBUTION
Location Heating
Duct
Cooling Duct Location R -Value Status
New HVAC Darted
Dueed AMC, Calling Ins, vented BA Exrsting
_
_
R -13
DAMIlt uhls it
_ __
V
..__. -_ -.
._.�._- ._ _-
W R HEATING ------'- __..- ___ -_
ATE
Orly. Type Gallons Min. Eff Distribution Status
Ledge Gas 0
0.81) Kitchen PgRe fns Now
4.5.7 -A4
First Floor
Well
36
0.102
R-13
System
J
W
EnnerryPe, 6.0 byErlorgySoft User Number. 2448
RunCodo: 2010 -02-12710:00:1 ID: 100044
Page 3 or 12
CALCULATED CFM OF CONTINUOUS VENTILATION RATE IS:
(SgFt House Area /100 + (Bedrooms + 1)•7.5 CFM)
TITLE 24 REQUIREMENTS
PERFORMANCE CERTIFICATE: Residential Part 2 of 5 CF-1R
Project Name
Robert Vau hn Residence
Building Type 0 Single Family ❑ Addition Alone
13 Multi Family ❑ Existing+ AdditionlAlleadIunn
Date
211212010
SPECIAL FEATURES INSPECTION CHECKLIST
The enforcement agency should pay special attention to the items specified In this checklist. These Items require special written
jusliflcation and documentation, and special verification to be used with the performance approach, The enforcement agency
determines the adequacy of the justificatlon, and may reject a building or design that otherwise complies based on the adequacy of
the on and documentarian submitted.
uRtlael
The W sm RgB (a GPH) (i) Is a non-NAECA large storage gas water heater. Verify DHW delalls.
D
211212010
ANNUAL ENERGY USE SUMMARY
Standard Proposed Mworin
TDV (Whoa to -Yr)
Space Heating 10.36 12.51 -2.15
Space Cooling 3.64 7.12 -3.47
Fans 1.88 2.86 -7.00
Domestic Hot Water 21.19 12.47 8.73
Punts 0.00 0.00 0.00
Totals 37.06 34.96 2.10
Percent Better Than Standard: 5.7%
BUILDING COMPLIES - NO HERS VERIFICATION REQUIRED
HERS REQUIRED VERIFICATION
Items in this section require field testing and /or verification by a certified HERS Rater, The Inspector must receive a
completed CF -4R form for each of the measures listed below for final to be given,
Building Front Orientation: INtM 315 deg Ext. Walls /Roof Wall Area Area
Number of Dwelling Units: 1.00 (Tim 546 93
Fuel Available at Site: Nafum/ Gas (NE) 438 105
Raised Floor Area: 857 (SE) 654 40
Slab on Grade Area: too (SW) 414 45
Average Coiling Height: 8.0 Roof 887 0
Fenestration Average U- Factor: 0.57 TOTAL: 283
Averse SHGG: 0.65 Fenaslratlon /CFA Ratio: 19.6%
REMARKS
Equipment sizing tenla0ve pending owner's approval. As sizing Is changed to accommodate sectional deslgu coterie, efficiencies may not be reduced.
STATEMENT OF COMPLIANCE
90
This certificate of compliance lists the building features and specifications needed
F_no Pro b.0 b Ena Soo User Number. 2448 RunCode: 2010-02- 12TI0:00:1 10:100044 Page 4 or 12
PERFORMANCE CERTIFICATE: Residential Part 3 of 5) CF -1 R
Project Name
Building Type M Single Family ❑ Addition Alone
Dala
Robert Vaughn Residence
❑Multi Family ❑ Existing+- Addition /Alteration
211212010
ANNUAL ENERGY USE SUMMARY
Standard Proposed Mworin
TDV (Whoa to -Yr)
Space Heating 10.36 12.51 -2.15
Space Cooling 3.64 7.12 -3.47
Fans 1.88 2.86 -7.00
Domestic Hot Water 21.19 12.47 8.73
Punts 0.00 0.00 0.00
Totals 37.06 34.96 2.10
Percent Better Than Standard: 5.7%
BUILDING COMPLIES - NO HERS VERIFICATION REQUIRED
Fenestration
Building Front Orientation: INtM 315 deg Ext. Walls /Roof Wall Area Area
Number of Dwelling Units: 1.00 (Tim 546 93
Fuel Available at Site: Nafum/ Gas (NE) 438 105
Raised Floor Area: 857 (SE) 654 40
Slab on Grade Area: too (SW) 414 45
Average Coiling Height: 8.0 Roof 887 0
Fenestration Average U- Factor: 0.57 TOTAL: 283
Averse SHGG: 0.65 Fenaslratlon /CFA Ratio: 19.6%
REMARKS
Equipment sizing tenla0ve pending owner's approval. As sizing Is changed to accommodate sectional deslgu coterie, efficiencies may not be reduced.
STATEMENT OF COMPLIANCE
90
This certificate of compliance lists the building features and specifications needed
4.3.1 -A3
to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the
Door
Efficiency Standards of the California Code of Regulations.
0.500
The documentation author hereby certifies that the documentation is accurate and complete.
Documentation Author
Company Torry Engineering
211272010
14742 Newport Avenue, Suite 105 James 11 Teny
Address Name
_QgylSlat,s;,p Tustin, Co. 92760 , phona(7f4) 838-1124 Sgned .......... ,- Date _
The individual with overall design responsibility hereby certifies that the proposed building design represented in this set
of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and
with any other calculations submitted with this permit application, and recognizes that compliance using duct design,
duct sealing, verification of refrigerant Charge, insulation installation quality, and building envelope sealing require
installer testing and certification and field verification by an approved HERS rater.
Designer or Owner (per Business & Professions Code) r /
Company Doti MontelsonsAssociates
Address 2115 North Moody Avenuo Name Mr Don Menfeleo 2.QL
City /StntelZlp Fullerton, Co. 82831 Phone (714) 87g -5208 Signed License N Date
4-13
h7.7VPM 6.0 by EnemYSoft User Number:2"13 Reposes: 2010- 02 -12Tle -00:1 10;1 00044 page 5 Of f
CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R
Project Name
Robert Vaughn Residence I
Building Type 53 Single Family ❑ Addition Alone I
o Multi Family ❑ Existfng+ Addition /Alteration 1211212010
Date
OPAQUE
SURFACE DETAILS
Surface
Area
U-
Factor
Insulation
Insulation
Azm
Tilt
Status
Joint Appendix
4
Location/Comrienta
Cavll
Exterior
Frame
Interior
Frame
--Type
Wall
88
0.102
R -13
R -13
083
- -_
§114(a): Any pool or spa heating system shall be certified to have: a thermal of iclency that complies with the Appliance Efficiency
13_5
90
New
4.3.1 -A3
First Floor
Door
20
0.500
None
R -13
__
§150(k)3: The wattage of permanenty installed luminaires shall ba determined as specified by $130(d). -
_
_
78G
_gQ
New
- 4.5. i -A4
First Floor
Well
12
_
0,102
4-13
R43
luminaries In garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a
_,_
§1 50(k)9: Permanently Installed lighting that Is internal to cabinets shall use no more than 20 watts of power per linear foot of
225
90
New
4.3.1 -A3
Flat Floor
Door
20
0.500
14one
R -13
DAMIlt uhls it
_ __
V
225
90
New
4.5.7 -A4
First Floor
Well
36
0.102
R-13
System
J
W
W Woo
45
90
New
73.1 -A3
Flrsf Floor
Door
20
0.500
None
Sryant(31/JAV03604_61113ANA036)
33,868
c
U
45
80
New
4.54A,,
Fire! Floor
Slab
100
0.730
None
386.7..
4
-
��r
W W
00
180
New
4.4.7 -41
First Floor
Roof
-_ 318
0.043
R -22
Outside Air tattersall)
_
TIME OF SYSTEM PEAK
�.- .- .......
j. 0.
Note: values above given at ARI conditions
New
421•AG
Second Floor
Roof
189
0.036
R -30
_-
02/09/2010
_i
-
-
0
i__0
ONew
422 -416
Second ricer
Well
�' 339
0.102
R -73
70 IF
q�-�-� (�
HVAC SYSTEMS
_ Name
935
80
New
-^ J
4.3.1 -A3
Second Flow'
Well
170
0.102
R43
Central Furnace
80 %AFUE
Split COndfHOner
13.0 SEER
225
90
New
4.3.1• -03
Second Floor
Well
285
0902
R -13
Eneig Pro 5.0 by Eno y,SOft User Number: 2446 RunCode: 2010 -02.12T10:00rf5
to: 100044
Pee 120712
315
90
New
4.3.1.13
Second Floor
Weal
144
0,102
R -f3
N!f�
45
90
Now
4,3.1-13
Second Floor
Floor
0.046
R -13
___,_
I
r
_
_ 0 _
1s0
-- New
4.4A A3
Second Floor
Floor
_410
447
01033
RRUO
Ducts
_. T_este. ?
❑
_Status
Exhulll
0
180
NOW__
4.4.2 -A 15
Second Flour
Roo/
360
0.043
R -22
❑
0
0
Now
421 -At.
Third Flaw
FENESTRATION
FENESTRATION
SURFACE
DETAILS
ID
Typo
Area
U- Factor
SHGO _
_Azm
Status
I Glazing T
Lee tionloomments
I
Window
8.8
0.580
Default
0.65
Defeuit
136
New
IDoubte Non- MafafOperable
Socund Floor
2
Window
6.0
0580
q0 /cull
0,05
Dafeult
135
New
Double NOn- Mofpf Operable
aeLUlid Floor
3
WI ow
6.0
0.580
Defeull
0.65
Dafeult
135
New
Double Non- MetalOperable
Second Floor`
4
Window
20.0
0,680
Default
0.65
Default
R25
New
_ Double NolaMOfal Operable
Second Floor
5
Window
_
25.0
0.580
Dobson
0.65
Default
225
New_
Double Non -Metal Operable
Second Flaw
6
_
Window
25.0
0.580
Default
0.65
Default
315
New
OouW0 Non -Motel Operable
Second Floor
7
-
Window
0,560
Default
0.65
Default
315
Now
Doubts Non- MefaiOperable
Second Floor
8
Window _
_25,0
_
- 12.5
0.580
Default
0.65
Default
315
_
New
Double Non-Motal Op&MLN
Second Floor
9
Window
12.5
0.680
Default
0.66
Defaulk
315
New
Counts Nan -Moral Operable
Second How
10
Window
GA
0.580
Ueraull
0.65
beraull
45
Now
Ceuble No1141etel Operable
Second Floor
N
Window
26.0
0.580
Default
0.65
Default
45
New
Double Non- MelalO arable
Second Floor
i2
Window
40.6
0.530
Delaull
_
-0.67
Delaolt
45
Now
Double Non -Metal French Door
-----
Second Flea
13
Window
150
0.560
Default
0.65
Default
135
Now
Double Non -Metal Operable
Third Floor
14
Window
4.0
OSair
cause) !
0.65
Cafa,it
135
Naw
Double Non -Metal Operable
_
Third Floor V
15
Window
8.8
0.500
Default
0.66
Default
315
New
Double Nmr•MOtal Operable
Third Floor
16
Window
8.B
0.580
Default
0.66
Dafeult
315
Now
I Double Non -Motel Operable
Thrill Floor
(1)
U- Factor Type: 1-16A- Delault Table from Standards ,NFRC - l.abolod
2 ) SFIGQTypre 11 Oe- Default Table from Standards, NFRC. Labeled
Value
Value
EXTERIOR
SHADING DETAILS
ID
a
Exterior Shade Type
SHGC
Window
Overran
Left Fin
Rka ht Fin
H t
Wd
Len
H t LExt
_.._..__
LExt
RExt
Dist
Len
Hgt
_Dist
_
Len
..__
Hod
1
Bu sweep
0.76
6.7
2.5
11.7
1.0
20.0
12.5
0.3
11.7
0
0.0
0.0
0
.. 2_.
Bug Screen.__- __.--___._
0.76
_
_ _ _
_ -
1.0
20.0
3.5
7.0
11.7
0
0.0
0.0
_
3
Bug Screen
0.76
_
_-4
i Screen ___ -_ -_._
0.76
__._ __
__
_ -_
_.. .
_.
- 5
__ -.
a 56Yeeo
0.76
__.. -
- - -.
---
__
6
sea Se'rseu
076
7
-
D Sueue,
6.76
e
Bug SC,aen
aid
_..._
9
. -_ - ._
Biersome,
0.76
.. -_.
10
79
au Screen __
am Screen
ale
0.76
_.0
_
6.0
-130-1.0.
8.0
f _
3,0
_
12
Bu Screnn
13.0
1.0
8.0
3.0
_
73
Bu Screen
0.7G
_
-
--
_
19
l8vot Screen
0.76
mm-
15
Sup, Screen
0.76
gi
16
later Screen
0.7G
1
1 1
1 ----+-
Eno1gyPro 5.0 by FnemirSoft floor Number: 2448 RunCOtle: 2010.02421`10:00:1 ID: 1OW44 Pa 80/72
i
i
. I I
PROVIDE CONTINUOUS VENTILATION RATE OF XXX CFM AND
MIN 50 CFM FANS FOR EACH BATH /SHOWER ROOM AND
MIN 100 CFM FAN FOR KITCHEN
CONTINUOUS FANS TO BE < =1 SONE,
TITLE 24 REQUIREMENTS
CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5 ) CF -1 R
Pailect Name
Robert Vaughn Residence I
Building Type 0 Single Family ❑ Addition Alone
❑ Mulll Family ❑ Existing +Addition /Alteration
I Date
1211212010
OPAQUE
SURFACE
DETAILS
surface
Type
Area
U-
Factor
Insulation
Year Built
Azm
Tilt
' Status
Joint Appendix
4
LocallonComments
Cavil
Exterior
Frame
Inteder
Frame
Wall
167
0.102
R -13
083
Pool and Spa Heating Systems and Equipment Measures:
§114(a): Any pool or spa heating system shall be certified to have: a thermal of iclency that complies with the Appliance Efficiency
Regulations; an on -off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and
135
90,
New
4.3,1 -A3
Third Floor
Well
167
0.102
R -13
contained in Table 150 -C and Is not a low efficacy luminafre as specified by 6150(k)2. ___
§150(k)3: The wattage of permanenty installed luminaires shall ba determined as specified by $130(d). -
§1 50(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than
20 kHz.
_
226
90
lNew
4.3.1--03
Third Floor
Well
166
0.102
R43
luminaries In garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a
manual -on Occupant sensor.
§1 50(k)9: Permanently Installed lighting that Is internal to cabinets shall use no more than 20 watts of power per linear foot of
Illuminated cabinet.
315
901
New
4.8.1•A3
Third Flow
Well
133
0.102
R -13
DAMIlt uhls it
24 .0
V
V I_
45
90
New
4.11.43
Third Flaw
Z
LL
-
�.
System
J
W
W Woo
o
CO It Tom,
(0
_Air
CFM per System
_
1,160
HVAC EQUIPMENT SELECTION
0
_ Afrllow form)
_1,16D
Sryant(31/JAV03604_61113ANA036)
33,868
c
U
35-000
Mallow cirnls it
0.80
It ,
D
Airflow a/mlTon
386.7..
4
-
��r
W W
r__
outside Air (%)
0.0 %
Total Adjusted SYStem Output
(Adjusted for Peak Design conditions)
33,868
0 3511,
at 0
Outside Air tattersall)
0.00
TIME OF SYSTEM PEAK
F
Aug 3 PM Jen 1 AM
Note: values above given at ARI conditions
HEATING SYSTEM PSYCHROMETRICS Airstream Tom endures at Time of Heating
Peak
0 r" ^ 2
34 "F 69 "F 69 IF 87 IF
: _ - - -- 0.`
�
oq �
02/09/2010
Outside Air ° -
-JL. _�._
0 cfm Supply Fan Healing Coll
96 "F
Totals
1,443
0
0
0
70 IF
q�-�-� (�
HVAC SYSTEMS
_ Name
Qt .
Heating Type
Min. Eff.
^ Coolingype
Min. Eff.
Thermostat Type
Status
VASystem
New HC
1
Central Furnace
80 %AFUE
Split COndfHOner
13.0 SEER
Setbadr
New
p�nna
I ROOM '.
76156 "P
._ _ _...
75i5b "F
_L_ _� ��_.$y
j
Eneig Pro 5.0 by Eno y,SOft User Number: 2446 RunCode: 2010 -02.12T10:00rf5
to: 100044
Pee 120712
N!f�
_
_
HVAC DISTRIBUTION
System Name
New HVAC
Heating
Dueled
Conlin _;_
Dueled
__ Duct Location__ -__- _
Attic CoillnithilL, vented
Duct
R-VAlue_
80
Ducts
_. T_este. ?
❑
_Status
Exhulll
---
❑
I
I
I
I
I -
FENESTRATION
SURFACE
DETAILS
ID
Type
Area
U. Factor
O
SHOO'
Distribution
Azm
Status I
Glazind Type
Location /Comments
17
Window
16.6
0.530
oefaull
0.67
Default
45
New Double
Non -Metal Door
Third Floor
18
Window
17.5
0.580
Oefeuft
0.65
Default
45
New Double
Non-Me,M)O erable
Total Floor
MULTIFAMILY WATER
HEATING
DETAILS
HYDRONIC
HEATING SYSTEM
PIPING
---
Control
- -
GI V, IiP
F3
R°
ur °-
Hot Water Piping Length
�- --
Plenum Outside Bunetl
o
�
5
& w
System Name
Pipe
Lan th
Pipe 1 Inaul,
Diameter Thick.
❑
❑
-
___.
❑
-
I
❑
-- -
❑
-- -
-0
-- -
;;;
❑
Ene Pro 5A6 Ene, Soo User Number. 2448 RumG,d : 2010.0242710:00:1 10: 100044 Page 8 of 12
I
I
I
(i) .-ramoI Type: 116 -A = 00faua Table from Standards, NFRC = Labeled Value
2 SHGCT e: 116 -B- Default Table from SlerMams ,NFRC - Labeled Value
EXTERIOR
SHADING DETAILS
ID
Exterior Shade 7 e
SHGG _
Window
Over and
Left Fin
Rt ht Fln
Hgt
Wd
Len
lit
LExt
RExI
Dist
Len
H t
Dist
Len
H t
17
Rugg Screen
0.76
6.7
2.5
11.7
1.0
20.0
12.5
0.3
11.7
0
0.0
0.0
0
18
Bug Screen
0.76
3.5
5.0
11.7
1.0
20.0
3.5
7.0
11.7
0
0.0
0.0
0
:J�-----
--
�N_-
L
-
--
--
mm-
-L--7-----
gi
1
1 1
1 ----+-
... -
-
FrIalrypno liobyEneglysoft User Number. 2448 RunCOde: 2010.02.12710 :00:1 1D: 100044 Pe o70i 72
CERTIFICATE OF COMPLIANCE: Residential Part 5 of 5 CFA R
Project Name
Robert Vaughn Residence
Building Type 0 Single Family ❑ Addition Alone
I ❑ Multi Family ❑ L=xistingi Addition /Alteration
I Date
1211212010
BUILDING ZONE INFORMATION
Date
System Name____
Zone Name
Floor Ara_ast_
applicable requirements of UL 181, UL 181 A, or UL 1016 or aerosol sealant that meets the requirements of UL 723. If mastic or tape is
Volume
Year Built
_ New
Exls[in
Altered
Removed
New HVAC
_
1st Floor
}DO
dampers.
_
§150(m)g: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, end wind..
Cellular foam Insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar
600
bi 50IT t D: Flexible ducts cannot have porous Inner cores.
§150(0): All dwelling units shall meet the requirements of ANSI /ASHRAE Standard 62.2 -2007 Ventilation and Acceptable Indoor Air
2nd Floor
083
Pool and Spa Heating Systems and Equipment Measures:
§114(a): Any pool or spa heating system shall be certified to have: a thermal of iclency that complies with the Appliance Efficiency
Regulations; an on -off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and
7,864
§14(b)l: Any pool or spa heating equipment shall be Installed Win at least 36" of pipe between filter and heater, or dedicated suction
1
____
____
3rd Flaw
360
prop rammed to run only during off-peak electric demand p8riods.
750 : Residential ool s stems ore ul ment meet the um sizr , flow rate In flllors, and valve r uirements of 150
Residential Lighting Measures:
2,880
contained in Table 150 -C and Is not a low efficacy luminafre as specified by 6150(k)2. ___
§150(k)3: The wattage of permanenty installed luminaires shall ba determined as specified by $130(d). -
§1 50(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than
20 kHz.
§15Utk)5: Permanently Installed night lights and night lights integral to a permanently installed luminafre or exhaust tan shall contain
only high efficacy lamps meeting the minimum efficacies contained In Table 150 0 and shall not contain a line- voltage socket or line -
voltage lamp holder; OR shall be rated to consume no mare than five watts of power as determined by §130(d), and shall not contain a
medium screw -base, socket
_ -__ __
150(k)6: Liphtinp Integral to exhaust fans In rooms other than kitchens, shall meet the applicable requirements of IIi 150(k).
§150(k)7: All switching devices and controls shall meet the requirements of II60(k)7.
§I50(k)6: A minimum of 50 pement of the total rated wattage of permanently Installed lighting In kitchens shall be high efficacy.
EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 fix or 100 watts for dweliing units larger than 2,500112 may be
exempt from the 50% high efficacy requirement when: all low efficacy luminaires In the kitchen are controlled by a manual on occupant
sensor, dimmer, energy management system (EMCS), or a multi -scene programmable control system; and all permanently installed
luminaries In garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a
manual -on Occupant sensor.
§1 50(k)9: Permanently Installed lighting that Is internal to cabinets shall use no more than 20 watts of power per linear foot of
Illuminated cabinet.
Total output (stub)
1 )
Ro Istratlon Number; Registration Date7Turse HERS Provider:
C- nergyPro 5.0 by Gnarg Soft User Number. 2440 RunCode: 201060242T10,00:15 10:100044 Page 10 of 12
875
D
Total Output (Tonal
3,0
I a63
1,036
DAMIlt uhls it
24 .0
V
V I_
_Iotql
Total Output s -OTon
481.0
J 20174
__
22,878
Z
LL
-
�.
System
J
W
W Woo
o
CO It Tom,
(0
_Air
CFM per System
_
1,160
HVAC EQUIPMENT SELECTION
0
_ Afrllow form)
_1,16D
Sryant(31/JAV03604_61113ANA036)
33,868
c
U
35-000
Mallow cirnls it
0.80
It ,
D
Airflow a/mlTon
386.7..
4
-
��r
W W
r__
outside Air (%)
0.0 %
Total Adjusted SYStem Output
(Adjusted for Peak Design conditions)
33,868
0 3511,
at 0
Outside Air tattersall)
0.00
TIME OF SYSTEM PEAK
F
Aug 3 PM Jen 1 AM
Note: values above given at ARI conditions
HEATING SYSTEM PSYCHROMETRICS Airstream Tom endures at Time of Heating
Peak
0 r" ^ 2
34 "F 69 "F 69 IF 87 IF
: _ - - -- 0.`
�
oq �
02/09/2010
Outside Air ° -
-JL. _�._
0 cfm Supply Fan Healing Coll
96 "F
Totals
1,443
0
0
0
70 IF
q�-�-� (�
HVAC SYSTEMS
_ Name
Qt .
Heating Type
Min. Eff.
^ Coolingype
Min. Eff.
Thermostat Type
Status
VASystem
New HC
1
Central Furnace
80 %AFUE
Split COndfHOner
13.0 SEER
Setbadr
New
p�nna
I ROOM '.
76156 "P
._ _ _...
75i5b "F
_L_ _� ��_.$y
j
Eneig Pro 5.0 by Eno y,SOft User Number: 2446 RunCode: 2010 -02.12T10:00rf5
to: 100044
Pee 120712
_
_
HVAC DISTRIBUTION
System Name
New HVAC
Heating
Dueled
Conlin _;_
Dueled
__ Duct Location__ -__- _
Attic CoillnithilL, vented
Duct
R-VAlue_
80
Ducts
_. T_este. ?
❑
_Status
Exhulll
❑
WATER HEATING SYSTEMS
System Name
O
Type
Distribution
Rated
Input
(Stub)
Tank
Cap.
al
Energy Standby
Factor Loss or
or RE Pilot
Ext.
Tank
Insul. RF
Value
Status
Rlnnaf R96_(!I f
1
LoMe Gas Kitchen
Pjt2hur 1
237.0001
0
0.85 0.00%
I Be liven,
MULTIFAMILY WATER
HEATING
DETAILS
HYDRONIC
HEATING SYSTEM
PIPING
---
Control
- -
GI V, IiP
F3
R°
ur °-
Hot Water Piping Length
�- --
Plenum Outside Bunetl
o
�
5
& w
System Name
Pipe
Lan th
Pipe 1 Inaul,
Diameter Thick.
❑
❑
___.
❑
-
I
❑
-- -
❑
-- -
-0
-- -
;;;
❑
Ene Pro 5A6 Ene, Soo User Number. 2448 RumG,d : 2010.0242710:00:1 10: 100044 Page 8 of 12
MANDATORY MEASURES SUMMARY: Residential (Page 1 of 3 MF -1R
Project Name Date
Robert Vaughn Residence 211212010
NOTE: Low -rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of
the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF -1 R, CF -1 R -ADD, or CF-
1R -ALT Form) shall supersede the Items marked with an asterisk I') below. This Mandatory Measures Summary shall be incorporated
Into the permit documents, and the applicable features shall be considered by all parties as minimum component performance
spe0ieations whether they are shown elsewhere In the documents or In Flits summary. Submit all applicable sections of the MF -1R
Form with plans.
Buildina Envelope Measures:
116 a 1: Doors and windows between conditioned and unepnditionod spaces a_ro manufactured to Ilmit air teakeye.
§116Ma 4: Fenestration proeucis (except field -fa ronated windows) have a label list(ng the certified U--Factor, certified Solar Heat Gain �-
Coeificient SHGC and Infiltra }bn that meets the requirements of 10 -11 i a)_ __ _
117: Exterior doors and windows am weather -stripped: ed; all joints and penetrations are owilrod and sealed.
118(x): ma ----
11 specified or Installed meets Standards for insulating Material, Indicate type and Include on CF -6R Form. -,__, _ _
§118(1): The thermal sentience and solar reflectance values of the cool rooting material meets the requkomonls of §118(,) when the
Installation of a Cool Root is spschied on the CF -1 A Form. _ _
150(a): Minimum RA 9 Insulation in wood4rame calling or equivalent U-fector.
615D(b): Loose ri_II insulation shelf conform with manufacturer's Installed design labeled R- Value.
_1150 0 : Minimum R -13 insulation In wood -frame wall or equivalent U- factor. - ^_
d
" 150 : Minimum R -13 Insulation in raised wood -frame floor orequivalent U- faotor.
- §150 : Air rotardl_ng __ wrap is tested, labeled: and installed accoMing to A6TM Ei677. 95(20001 when spedlled on the CF -i R Form.
1�gj --: Mundatojy_Vapor barrier installed In_Cllmate Zones t4 -pi 16. �„___
§150(1): Watery absorption rate for slab edge insulation material alone without lacings is no greater than e,.3 %; water vapor permeance
rata is no realer than 2.0 ermlInch and shall be rotecled from physical damage and UV light deterioration.
Fire laces Decorative Gas A (lances and Gas Log Measures:
150 e)1A: Masonry or factory -built fireplaces Have a closable metal or glass door covering the entire opening of too firebox.
§150(e)16: Masonry or haciory-built fireplaces have a combustion outside air Intake, whicb Is at least six square inches in area and is
equip ad with a with a readily aocessis�le operable and ligh4 9129 !npor and or a crmbusflon -air control device. _,__ ,_
ac e
§150(e)2: Continuous bunting pilot lights and the use of indoor air for cooling a firebox 1 ket, when that Indoor air Is vented to th
outside of the building, are prohibited.
Space Conditioning, Water Heating and Plumbing System Measures:
§110- §113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy
Commission.
§113(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release
valve backfiow prevention, pump Isolation valve, and recirculation loop connection recittimments, of fil 13(c)5.
§115: Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances
(appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and
-V am hestor6.
150 h .Heating and /or cookno loads are calculated In accordance with ASHRAE, SMACNA or ACCA.
1150(i): Heating systems. are equipped with thermostats that meet the.setback regulremerrts of Section 1120, __
§150(1)IA: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped
with insulation haviregi an installed thermal resistance of R -12 or reater.
§i50(i)16: Unfired storage tanks, such as storage tanks or backup ranks mrsolar water - heating system, or other Indirect hot water
tanks have 19-12 external insulation or R- 16 Intel net insulation where the internal Insulation R -value Is Indicated on the exterior of the
tank. ____
§150(1)2: First 5 feet of hot and cold water pipes closest to water heater lank, non - recirculating systems, and entire length of
recirculating sections of hot water pipes are insulated per Standards 1 "able 150 -B.
§150(1)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and - indirect hot
water tank shall be insulated to Table 150 -B and Equation 150 -A.
§150(1)2: Pipe insulation for steam hydronlc heating systems or hot water systems a15 psi, meets the requirements of Standards Table
123 -A.
4150(1)3A: Insulation is protected from damage, Including that due tp sunlight moisture,, syui mant maintenance, end wind,
§750(j)3A: Insulation for chilled water piping and refrigerant suction lines Includes a vapor retardant or is enclosed entirely in
conditioned space.
A150(1)4; Solar WataFhaviting systems and/or collectors are certified by the Solar Rating and Certification Corporation.
Re Istration Nunibor. He istration Darla Time: HERS Provider:
Engrg Pro 6.0b Engrg Son User Number. 2448 RunCode: 2010 -0242TIM00:16 ID: 100044 Parts 9 of 12
UPON COMPLETION OF CONSTRUCTION: CONTRACTOR SHALL
OBTAIN CF -6R FORMS FROM THE CALIFORNIA ENERGY
COMMISSION AT: www.energy.co.gov /title24
. ..-
TITLE •24. • ••R
EQUIREMENTS
;- a . . ...
. ... . .
MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3 MF -1 R
Project Name
Dale
Robert Vaughn Residence
i 211212010
Date
§150(m)1 All air - distribution system ducts and plenums installed, are sealed and insulated to meet the requirements e,1 CMG Sections
601, 602, 603, 604, 605 and Standard 6 -5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R-
4.2 or enclosed entirely In conditioned space. Openings shall be sealed with mastic, tape or other duct- closure system that meets the
applicable requirements of UL 181, UL 181 A, or UL 1016 or aerosol sealant that meets the requirements of UL 723. If mastic or tape is
used to seal opaningsgreater than 1/4 inch, the combination of mastic and either mesh or tape shall be used
§150(m)l: Building covifies, support platforms for air handlers, and plenums defined or constructed with materials other than sealed
sheet metal, duct board or flexible duct shall not be used for conveying conditioned ale Building cavities and support platforms may
contain ducts, Ducts Installed in cavities and support platforms shall not be compressed to cause reductions in the cross- sectional area
of the ducts,
§150(m)3D: Joints and seams of duct systems and their components shall not be seated with cloth back rubber adhesive duct tapes
unless such tape Is used In combination with mastic and draw bands.
§150(m)7: Exhaust fans stems have back draft or automatic dampers.
§150(m)8: Gravity ventilating systems serving conditioned space have either automatic or modify accessible, manually operated
dampers.
_
§150(m)g: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, end wind..
Cellular foam Insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar
radiation that can cause degradation of the material,
bi 50IT t D: Flexible ducts cannot have porous Inner cores.
§150(0): All dwelling units shall meet the requirements of ANSI /ASHRAE Standard 62.2 -2007 Ventilation and Acceptable Indoor Air
Quality in Low -Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation
re ulred In Section 4 of that Standard.
Pool and Spa Heating Systems and Equipment Measures:
§114(a): Any pool or spa heating system shall be certified to have: a thermal of iclency that complies with the Appliance Efficiency
Regulations; an on -off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and
shall not use electric resistance healing or epllot Itgm. _
§14(b)l: Any pool or spa heating equipment shall be Installed Win at least 36" of pipe between filter and heater, or dedicated suction
1
and return lines or built -up connections for future solar heatilttl. - - ____ -_
114(b)2: Outdoor pools ors as that have a heat pump or gas heater shall have a cover.
§114(6)3: Pools shall have direction al i nlets that adequately m i x the pool water, a nd e time switch th at will allow all pumps t o he set o r
prop rammed to run only during off-peak electric demand p8riods.
750 : Residential ool s stems ore ul ment meet the um sizr , flow rate In flllors, and valve r uirements of 150
Residential Lighting Measures:
§150(k)1: High efficacy luminaires or LED Ught Engine with Integral Heat Sink has an efficacy that Is no lower then the efficacies
contained in Table 150 -C and Is not a low efficacy luminafre as specified by 6150(k)2. ___
§150(k)3: The wattage of permanenty installed luminaires shall ba determined as specified by $130(d). -
§1 50(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than
20 kHz.
§15Utk)5: Permanently Installed night lights and night lights integral to a permanently installed luminafre or exhaust tan shall contain
only high efficacy lamps meeting the minimum efficacies contained In Table 150 0 and shall not contain a line- voltage socket or line -
voltage lamp holder; OR shall be rated to consume no mare than five watts of power as determined by §130(d), and shall not contain a
medium screw -base, socket
_ -__ __
150(k)6: Liphtinp Integral to exhaust fans In rooms other than kitchens, shall meet the applicable requirements of IIi 150(k).
§150(k)7: All switching devices and controls shall meet the requirements of II60(k)7.
§I50(k)6: A minimum of 50 pement of the total rated wattage of permanently Installed lighting In kitchens shall be high efficacy.
EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 fix or 100 watts for dweliing units larger than 2,500112 may be
exempt from the 50% high efficacy requirement when: all low efficacy luminaires In the kitchen are controlled by a manual on occupant
sensor, dimmer, energy management system (EMCS), or a multi -scene programmable control system; and all permanently installed
luminaries In garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a
manual -on Occupant sensor.
§1 50(k)9: Permanently Installed lighting that Is internal to cabinets shall use no more than 20 watts of power per linear foot of
Illuminated cabinet.
Total output (stub)
1 )
Ro Istratlon Number; Registration Date7Turse HERS Provider:
C- nergyPro 5.0 by Gnarg Soft User Number. 2440 RunCode: 201060242T10,00:15 10:100044 Page 10 of 12
MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3 MF -1R
Project Name
Date
Robert Vaughn Residence
1 211212010
Date
§150(k)l1: Permanently Installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms,
closets, and utility rooms shall be high efficacy lummnaims. EXCEPTION 1: Permanently installed low efficacy luminaires shall be
allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of §119, or by a manual-
on occupant sensor that complies with the applicable roquiraments of §119. EXCEPTION 2: Lighting in detached storage building less
than 1000 square feet located on a residential site is not required tU comply_with §15fLkL11___ __
§150(k)12: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Underwriters
Laboratories or other nationally recognized lesting /rating laboratory; and have alabel that certifies the lumiunaire is airtight with air
leakage less then 2A CFM at 15 Pascals when tested in accordance with ASTM 8263; and be sealed with a gasket or caulk between
1he luminafre housing and oeilina_
§150(k)13: Luminaires providing outdoor lighting, including lighting for private patios in low -rise residential flings with lour or more
dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the
same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that
they are controlled by a manual on /off switch, a motion sensor not having an override or bypass switch that disables the motion sensor,
and one of the following controls: a photowntrol not having an override or bypass switch that disables the photocontrol; OR an
astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management
control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor
luminaires used to comply with Exception) to §150(k)l3 may be controlled by a temporary override switch which bypasses the motion
sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed
luminaires in or around swlmming pool, water features, of other location subject to Article 680 of the California Electric Code need not
b¢ hl h olflcac luminalms.
§150(k)14: Internally Illuminated address signs shall comply with Section 148; OR not contain a screw-baso Socket, and consume no
mere than five watts 0f ewer as determined accon in to 1$9 d .
§750(k)15: Lighting for parking lots and carports Will a total of for 8 or more vehicles per site shall comply with the applicable
requirements In Sections 130,132, 134, and 147- Lighting for parking garages for or more vehicles shall comply with the applicable
requirements of Sections 130, 131, 134 and 146.
_ _
§150(k)16: Permanently installed lighting in the enclosed, non - dwelling spaces of low -rise residential buildings with four or more
dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided
that they are controlled by an occpant zimsor(ai ratified la comply with the applicable requirements of 0119.
v
j r r x
Re istration Number: Registration Date/Time: - HERS Provider:
Enw Pro 5.06 Enor Sag User Number: 2448 Reticent.: 2010.0242F10:0095 ID: 100044 Page 11 of 12
HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY
Project Name
Date
Vaughn Residence
2/12/2010
_Robert __
System Name
Floor Area
New HVAC
Z
cc
1,443
ENGINEERING CHECKS
SYSTEM LOAD
W
Number of systems 1
Coil
CFM
Total Room Loads 665
Return Vented Lighting
Return Air Ducts
Return Fan
Ventilation o__
supply Fan
Supply Air Ducts
TOTAL SYSTEM LOAD
COOLING
PEAK
I COIL HTG.
PEAK
Heating System
Sensible
Latent
CFM
Sensible
_,_ Ou btper System
v
j r r x
18,448
075
726
20,006
Total output stub
_35,000
3500
0
_ _
__ Oa t osteNlt), ___
24.3
863
_
1,036
_
Cooling system
0
D
Ortpul'per SV51em
,_can
0
0 0
0
Total output (stub)
1 )
36,000
0
875
D
Total Output (Tonal
3,0
I a63
1,036
DAMIlt uhls it
24 .0
V
V I_
_Iotql
Total Output s -OTon
481.0
J 20174
__
22,878
Z
LL
-
�.
System
J
W
W Woo
o
CO It Tom,
(0
_Air
CFM per System
_
1,160
HVAC EQUIPMENT SELECTION
0
_ Afrllow form)
_1,16D
Sryant(31/JAV03604_61113ANA036)
33,868
c
U
35-000
Mallow cirnls it
0.80
It ,
D
Airflow a/mlTon
386.7..
4
-
��r
W W
r__
outside Air (%)
0.0 %
Total Adjusted SYStem Output
(Adjusted for Peak Design conditions)
33,868
0 3511,
at 0
Outside Air tattersall)
0.00
TIME OF SYSTEM PEAK
F
Aug 3 PM Jen 1 AM
Note: values above given at ARI conditions
HEATING SYSTEM PSYCHROMETRICS Airstream Tom endures at Time of Heating
Peak
0 r" ^ 2
34 "F 69 "F 69 IF 87 IF
: _ - - -- 0.`
�
oq �
02/09/2010
Outside Air ° -
-JL. _�._
0 cfm Supply Fan Healing Coll
96 "F
1,160cfm
CL
_ -__,._ ,
'ROOM
_ _._..... '' wS ,
69 ^r-
70 IF
q�-�-� (�
Plot Date:
I
lf�._.;�1 _._ -ld '
Job No:
COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak
100044
801mlvr 7fi589= 76156 "F 49/47 °F
Sheet:
,, r
Outside All rr' ""
F -
0sea Bupply Fan Cwling COil
49147T
1,160 cfm
35.4%
p�nna
I ROOM '.
76156 "P
._ _ _...
75i5b "F
_L_ _� ��_.$y
j
Eneig Pro 5.0 by Eno y,SOft User Number: 2446 RunCode: 2010 -02.12T10:00rf5
to: 100044
Pee 120712
THESE FORMS SHALL BE COMPLETED, SIGNED AND POSTED
ON THE JOB SITE FOR THE PERUSAL OF THE INSPECTOR PRIOR
TO FINAL INSPECTION.
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02/09/2010
Scale:
AS NOTED
Drawn:
CL
Checked:
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Plot Date:
02/1212010
Job No:
100044
Sheet:
T24
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�21
2.
Dust shalt be controlled by watering andlgr dust palliative. eng meet or or to piece mg a •V •'- - .. N
$• Fitts shall be keyed or benched into competent material. ELEVATION AREA DRAIN DRAIN
3, Sanitary facilities shalt be maintained on the site during the construction period. _ PLAN VIEW
- 4. Work hours are limited from 7:00 AM to 5:30 PM MONDAY through FRIDAY; 8:00 AM to 6:00 PM 'SATURDAYS; and NO NOtPR 6. All existing fills shall be approved by the soils engineer or removed before any additional fills are added. SECTION X -X PLAN SECTION -
ON SUNDAYS AND HOLIDAYS per Section 10.28 of the NBMC. I :
7. Anyexistirvg irrigation lines and cisterns shall be removed or crushed in pieta and backfiilad and approved by
j engineer.
�) A- DIG A 24" WIDE X 18° MIN DEPTH TRENCH.
the soils e
Noise, excavation, delivery and removal shall be control "led per Section of the NBMC. 11 .,. � e B- PLACE FILTER CLOTH IN THE TRENCH. LAP 12" 0 TOP.
5,
! - 8. The engineering geologist and soils engineer shaft, after clearing and prior to the placement of fill in I C- FILL BOTTOM OF THE TRENCH WITH CRUSHED ROCK. TYP
6, The stamped set of approved plans shall be on the job site at all limas. canyons, inspect each canyon for areas of adverse stability and determine the presence of, or possibility of o .
I future accurutation of, subsurface water or spring flow. If needed, drains will. be designed and constructed x •,,.: = Oi - D- FORM AND POUR PERIMETER CONCRETE CURB. 4" T_ 4"
_ d E- ALL THE REST OF THE TRENCH WITH CRUSHED ROCK TO 4° FROM THE TOP OF TRENCH. ll EROSION BAGS
i 7, Permittee and Contractor are responsible for locating and protecting utilities. prior to the placement of flit in each respective canyon. Ii 8 q rSiO e @ 2r/o'
9.. The exact location of the sutdrains shall be surveyed In the field for tine and grade. �IIIIiii� o b III' =v (-�
g, Approved drainage provisions and protective measures moist be used to protect adjoining properties during the I A i '
o ,_�.__=�I'I�1 BOTTOMLESS TRENCH DRAIN
grading operation. 10. ALL trench backfills shall be compacted throughout to a minimun of 90 percent relative aompactian, and APPROVES I ICI \�i' / o d o lilt -A111I ` _
q, Cesspools and septic, tanks shall be abandoned in camptianca with the Uniform Plumbing Cade and approved by the BY THE SOILS ENGINEER. The Building Department may require coring of concrete flat work placed over untested "I _ R ..t1�! -A1ll EROSION BAGS
backfilts to facilitate testing. bl 0 , O G
Building Official. '
� 1"TtE�IG a � FROST w
99. The stockpiling of excess material shall be approved by the City Grading Engineer. fI i - '- - --
10, Haul routes for import or export of materials shalt be approved by the City Traffic Engineer and procedures Soil: 6 �.; '.
' JOTRjOT
pit ;
�! I shall conform with Chapter 95 of the NBMC. 12, Landscaping of all slopes and pads shell be in accordance with Chapter 15 of the NBMC. ' , i.'. 't1'� :I'Apjj` Tji�N - �.� ��T� 6#t1'P'i;E EI>•�'��
�i Positive drainage shalt be maintained away from all building and slope areas, 13. All cut slopes shall be investigated both during and after grading by an engineering geologist to determine it Al ,.... BASIN
�I 1.
CATCH
any stability problem exists. Should excavation lest lase any geological cal hazards or potential geological eat _T -- .._ "'°^° i.... '' "" ^•°^:.':ms's...' . "..� .ri i tRA:
�. Failure to request inspections andlor have removable erosion control devices on -site at the appropriate times hazards, the engineering geologist shall reco,ameend and submit necessary' treatment te, the City Grading Engineer H 84 . A2
shalt result in forfeiture of the construction site cleanup deposit. for approval. ,,. �dC+ 8 2A 43: }r.
47 v PURPOSED INSTALL
i { 18 8' '� 5a. A ' SILT PROTECTION
1$. All Plastid drainage pips shall consist of PVC or 'ABS plastic and either ASTM 2751, ASTM D1527, ASTM 03034 or ; 74, geologist support of buttressing he cut and ine rat slopes ia. approval si n, necessary by the engineering ti s fom I .'� ?� ` 8 .iii ,fete :q. -
ASTM D978 5. geologist and soils engineer, the sails engineer will obtain approval of design, local, on and calculations from I •- Z '• :x,.73,;,,- .. '� �:�.:,
i' the City Grading Engineer prior to construction. ?a'9$89'r W,I�'ii STE! TSili Jai" '
A eAA?A Cif wl,IA sfE @L TiSd # fi �.
74. No paint, plaster, Dement, sail, mortar or other residue shall be allowed to enter streets, curbs, .gutters or storm I ��
75. The engineering geologist and soils engineer shalt inspect and post the et ion.ucti on of all buttress fills and r
drains. All, material end waste shall be removed from the site. NBMC 17.32.020 attest to the stability of the steps and adjacent structures upon eaaptetion. I , iatale'iS'Uj.'ggi ,dlrgijsWida uipBfeArJ,aSSU hyHI,DBding :i3elnps i'ii6jlwayUdi{pt• W
t 44" a#�E)I?catW WOW, csuer i useJ Saf.iiilNti -1 L 101
1 %e `lBfl Ai i
CONTROL acr a®
P1101:1011 G I d b h oar rods the an inearin [ t h t! d to 'f th !>ed k ' y j#ffS j9G�$wBy$Bnd ViDMkip -A+ Yyjh i ![
a.,
10FOP,` GENERAL GRADING SPECIFICATIONS
3. ALL fills shalt be compactod throughout to a mtmmum o pe
test method 1557, and approved by the soils engineer. Cdepaction testa shall lYa performed approximately every
to attest to the overall compaction effort applied to
l
I oo
F..., i wri.
l? r '_ i•-�:
8.r `
.n.'v.t;�`v n`%s:yiry� ^gj ^„ty": 'a . :�'$
6" MI
DIMENSIONS. DETERMINED N WIDE PEDESTRIAN SAFE
3� BY FRAME
i
1.
G N RAL
N " ST
Exterior GRATE FRAME DIMENSIONS. &GRATE 3/8 SLOT OPENING. EA
�f ��""..,,
a I Ji•/IN
-
ryWFp
19 k Rp
CITY OF NEWPORT BEACH
2.
Dust shalt be controlled by watering andlgr dust palliative. eng meet or or to piece mg a •V •'- - .. N
$• Fitts shall be keyed or benched into competent material. ELEVATION AREA DRAIN DRAIN
3, Sanitary facilities shalt be maintained on the site during the construction period. _ PLAN VIEW
- 4. Work hours are limited from 7:00 AM to 5:30 PM MONDAY through FRIDAY; 8:00 AM to 6:00 PM 'SATURDAYS; and NO NOtPR 6. All existing fills shall be approved by the soils engineer or removed before any additional fills are added. SECTION X -X PLAN SECTION -
ON SUNDAYS AND HOLIDAYS per Section 10.28 of the NBMC. I :
7. Anyexistirvg irrigation lines and cisterns shall be removed or crushed in pieta and backfiilad and approved by
j engineer.
�) A- DIG A 24" WIDE X 18° MIN DEPTH TRENCH.
the soils e
Noise, excavation, delivery and removal shall be control "led per Section of the NBMC. 11 .,. � e B- PLACE FILTER CLOTH IN THE TRENCH. LAP 12" 0 TOP.
5,
! - 8. The engineering geologist and soils engineer shaft, after clearing and prior to the placement of fill in I C- FILL BOTTOM OF THE TRENCH WITH CRUSHED ROCK. TYP
6, The stamped set of approved plans shall be on the job site at all limas. canyons, inspect each canyon for areas of adverse stability and determine the presence of, or possibility of o .
I future accurutation of, subsurface water or spring flow. If needed, drains will. be designed and constructed x •,,.: = Oi - D- FORM AND POUR PERIMETER CONCRETE CURB. 4" T_ 4"
_ d E- ALL THE REST OF THE TRENCH WITH CRUSHED ROCK TO 4° FROM THE TOP OF TRENCH. ll EROSION BAGS
i 7, Permittee and Contractor are responsible for locating and protecting utilities. prior to the placement of flit in each respective canyon. Ii 8 q rSiO e @ 2r/o'
9.. The exact location of the sutdrains shall be surveyed In the field for tine and grade. �IIIIiii� o b III' =v (-�
g, Approved drainage provisions and protective measures moist be used to protect adjoining properties during the I A i '
o ,_�.__=�I'I�1 BOTTOMLESS TRENCH DRAIN
grading operation. 10. ALL trench backfills shall be compacted throughout to a minimun of 90 percent relative aompactian, and APPROVES I ICI \�i' / o d o lilt -A111I ` _
q, Cesspools and septic, tanks shall be abandoned in camptianca with the Uniform Plumbing Cade and approved by the BY THE SOILS ENGINEER. The Building Department may require coring of concrete flat work placed over untested "I _ R ..t1�! -A1ll EROSION BAGS
backfilts to facilitate testing. bl 0 , O G
Building Official. '
� 1"TtE�IG a � FROST w
99. The stockpiling of excess material shall be approved by the City Grading Engineer. fI i - '- - --
10, Haul routes for import or export of materials shalt be approved by the City Traffic Engineer and procedures Soil: 6 �.; '.
' JOTRjOT
pit ;
�! I shall conform with Chapter 95 of the NBMC. 12, Landscaping of all slopes and pads shell be in accordance with Chapter 15 of the NBMC. ' , i.'. 't1'� :I'Apjj` Tji�N - �.� ��T� 6#t1'P'i;E EI>•�'��
�i Positive drainage shalt be maintained away from all building and slope areas, 13. All cut slopes shall be investigated both during and after grading by an engineering geologist to determine it Al ,.... BASIN
�I 1.
CATCH
any stability problem exists. Should excavation lest lase any geological cal hazards or potential geological eat _T -- .._ "'°^° i.... '' "" ^•°^:.':ms's...' . "..� .ri i tRA:
�. Failure to request inspections andlor have removable erosion control devices on -site at the appropriate times hazards, the engineering geologist shall reco,ameend and submit necessary' treatment te, the City Grading Engineer H 84 . A2
shalt result in forfeiture of the construction site cleanup deposit. for approval. ,,. �dC+ 8 2A 43: }r.
47 v PURPOSED INSTALL
i { 18 8' '� 5a. A ' SILT PROTECTION
1$. All Plastid drainage pips shall consist of PVC or 'ABS plastic and either ASTM 2751, ASTM D1527, ASTM 03034 or ; 74, geologist support of buttressing he cut and ine rat slopes ia. approval si n, necessary by the engineering ti s fom I .'� ?� ` 8 .iii ,fete :q. -
ASTM D978 5. geologist and soils engineer, the sails engineer will obtain approval of design, local, on and calculations from I •- Z '• :x,.73,;,,- .. '� �:�.:,
i' the City Grading Engineer prior to construction. ?a'9$89'r W,I�'ii STE! TSili Jai" '
A eAA?A Cif wl,IA sfE @L TiSd # fi �.
74. No paint, plaster, Dement, sail, mortar or other residue shall be allowed to enter streets, curbs, .gutters or storm I ��
75. The engineering geologist and soils engineer shalt inspect and post the et ion.ucti on of all buttress fills and r
drains. All, material end waste shall be removed from the site. NBMC 17.32.020 attest to the stability of the steps and adjacent structures upon eaaptetion. I , iatale'iS'Uj.'ggi ,dlrgijsWida uipBfeArJ,aSSU hyHI,DBding :i3elnps i'ii6jlwayUdi{pt• W
t 44" a#�E)I?catW WOW, csuer i useJ Saf.iiilNti -1 L 101
1 %e `lBfl Ai i
CONTROL acr a®
P1101:1011 G I d b h oar rods the an inearin [ t h t! d to 'f th !>ed k ' y j#ffS j9G�$wBy$Bnd ViDMkip -A+ Yyjh i ![
-.
10FOP,` GENERAL GRADING SPECIFICATIONS
3. ALL fills shalt be compactod throughout to a mtmmum o pe
test method 1557, and approved by the soils engineer. Cdepaction testa shall lYa performed approximately every
to attest to the overall compaction effort applied to
l
I oo
F..., i wri.
l? r '_ i•-�:
8.r `
.n.'v.t;�`v n`%s:yiry� ^gj ^„ty": 'a . :�'$
6" MI
DIMENSIONS. DETERMINED N WIDE PEDESTRIAN SAFE
3� BY FRAME
i
1.
G N RAL
N " ST
Exterior GRATE FRAME DIMENSIONS. &GRATE 3/8 SLOT OPENING. EA
�f ��""..,,
a I Ji•/IN
-
ryWFp
19 k Rp
CITY OF NEWPORT BEACH
USE FRAME AS A FORM. JORDAN IRON WORKS OR EQUAL X
fff oncrete olab
-• (800)874 -4100
CONTROL PER DETAIL
C41iSTRIsCj _tJR.�pinfNC1��!yJJI
2.
.,
P.O. BOX 1768, NEWPORT BEACH, CA 92659 -1708
C P CITY of MIENPORT MACH - BUIL0111G GEFAR'nEtlT
ix
page 2 General Grading Specifications -continued I - 0 "0 "�" �� o lope t gO " GRATE
s o '. o /' "•l „.. --1 I^ 3 #4 REBAR TOP &BOTTOM
I 2• Fill slopes shalt be compacted to no less than 9n percent relative compaction out to the finished surface. it ll"•" i II b. :o 6 + �. ' >, Z
f 90 roam raletive coepaction as determined by ASTM �6" i.
2.
Dust shalt be controlled by watering andlgr dust palliative. eng meet or or to piece mg a •V •'- - .. N
$• Fitts shall be keyed or benched into competent material. ELEVATION AREA DRAIN DRAIN
3, Sanitary facilities shalt be maintained on the site during the construction period. _ PLAN VIEW
- 4. Work hours are limited from 7:00 AM to 5:30 PM MONDAY through FRIDAY; 8:00 AM to 6:00 PM 'SATURDAYS; and NO NOtPR 6. All existing fills shall be approved by the soils engineer or removed before any additional fills are added. SECTION X -X PLAN SECTION -
ON SUNDAYS AND HOLIDAYS per Section 10.28 of the NBMC. I :
7. Anyexistirvg irrigation lines and cisterns shall be removed or crushed in pieta and backfiilad and approved by
j engineer.
�) A- DIG A 24" WIDE X 18° MIN DEPTH TRENCH.
the soils e
Noise, excavation, delivery and removal shall be control "led per Section of the NBMC. 11 .,. � e B- PLACE FILTER CLOTH IN THE TRENCH. LAP 12" 0 TOP.
5,
! - 8. The engineering geologist and soils engineer shaft, after clearing and prior to the placement of fill in I C- FILL BOTTOM OF THE TRENCH WITH CRUSHED ROCK. TYP
6, The stamped set of approved plans shall be on the job site at all limas. canyons, inspect each canyon for areas of adverse stability and determine the presence of, or possibility of o .
I future accurutation of, subsurface water or spring flow. If needed, drains will. be designed and constructed x •,,.: = Oi - D- FORM AND POUR PERIMETER CONCRETE CURB. 4" T_ 4"
_ d E- ALL THE REST OF THE TRENCH WITH CRUSHED ROCK TO 4° FROM THE TOP OF TRENCH. ll EROSION BAGS
i 7, Permittee and Contractor are responsible for locating and protecting utilities. prior to the placement of flit in each respective canyon. Ii 8 q rSiO e @ 2r/o'
9.. The exact location of the sutdrains shall be surveyed In the field for tine and grade. �IIIIiii� o b III' =v (-�
g, Approved drainage provisions and protective measures moist be used to protect adjoining properties during the I A i '
o ,_�.__=�I'I�1 BOTTOMLESS TRENCH DRAIN
grading operation. 10. ALL trench backfills shall be compacted throughout to a minimun of 90 percent relative aompactian, and APPROVES I ICI \�i' / o d o lilt -A111I ` _
q, Cesspools and septic, tanks shall be abandoned in camptianca with the Uniform Plumbing Cade and approved by the BY THE SOILS ENGINEER. The Building Department may require coring of concrete flat work placed over untested "I _ R ..t1�! -A1ll EROSION BAGS
backfilts to facilitate testing. bl 0 , O G
Building Official. '
� 1"TtE�IG a � FROST w
99. The stockpiling of excess material shall be approved by the City Grading Engineer. fI i - '- - --
10, Haul routes for import or export of materials shalt be approved by the City Traffic Engineer and procedures Soil: 6 �.; '.
' JOTRjOT
pit ;
�! I shall conform with Chapter 95 of the NBMC. 12, Landscaping of all slopes and pads shell be in accordance with Chapter 15 of the NBMC. ' , i.'. 't1'� :I'Apjj` Tji�N - �.� ��T� 6#t1'P'i;E EI>•�'��
�i Positive drainage shalt be maintained away from all building and slope areas, 13. All cut slopes shall be investigated both during and after grading by an engineering geologist to determine it Al ,.... BASIN
�I 1.
CATCH
any stability problem exists. Should excavation lest lase any geological cal hazards or potential geological eat _T -- .._ "'°^° i.... '' "" ^•°^:.':ms's...' . "..� .ri i tRA:
�. Failure to request inspections andlor have removable erosion control devices on -site at the appropriate times hazards, the engineering geologist shall reco,ameend and submit necessary' treatment te, the City Grading Engineer H 84 . A2
shalt result in forfeiture of the construction site cleanup deposit. for approval. ,,. �dC+ 8 2A 43: }r.
47 v PURPOSED INSTALL
i { 18 8' '� 5a. A ' SILT PROTECTION
1$. All Plastid drainage pips shall consist of PVC or 'ABS plastic and either ASTM 2751, ASTM D1527, ASTM 03034 or ; 74, geologist support of buttressing he cut and ine rat slopes ia. approval si n, necessary by the engineering ti s fom I .'� ?� ` 8 .iii ,fete :q. -
ASTM D978 5. geologist and soils engineer, the sails engineer will obtain approval of design, local, on and calculations from I •- Z '• :x,.73,;,,- .. '� �:�.:,
i' the City Grading Engineer prior to construction. ?a'9$89'r W,I�'ii STE! TSili Jai" '
A eAA?A Cif wl,IA sfE @L TiSd # fi �.
74. No paint, plaster, Dement, sail, mortar or other residue shall be allowed to enter streets, curbs, .gutters or storm I ��
75. The engineering geologist and soils engineer shalt inspect and post the et ion.ucti on of all buttress fills and r
drains. All, material end waste shall be removed from the site. NBMC 17.32.020 attest to the stability of the steps and adjacent structures upon eaaptetion. I , iatale'iS'Uj.'ggi ,dlrgijsWida uipBfeArJ,aSSU hyHI,DBding :i3elnps i'ii6jlwayUdi{pt• W
t 44" a#�E)I?catW WOW, csuer i useJ Saf.iiilNti -1 L 101
1 %e `lBfl Ai i
CONTROL acr a®
P1101:1011 G I d b h oar rods the an inearin [ t h t! d to 'f th !>ed k ' y j#ffS j9G�$wBy$Bnd ViDMkip -A+ Yyjh i ![
-.
10FOP,` GENERAL GRADING SPECIFICATIONS
3. ALL fills shalt be compactod throughout to a mtmmum o pe
test method 1557, and approved by the soils engineer. Cdepaction testa shall lYa performed approximately every
to attest to the overall compaction effort applied to
,, wo ( ill= ����/ °�
%,
I oo
F..., i wri.
l? r '_ i•-�:
8.r `
.n.'v.t;�`v n`%s:yiry� ^gj ^„ty": 'a . :�'$
,
! i.
i
1.
G N RAL
two feet in vertical height and of sufficient quantity
�f ��""..,,
a I Ji•/IN
-
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"
24
CONTROL PER DETAIL
C41iSTRIsCj _tJR.�pinfNC1��!yJJI
2.
9, All work shall conform to Chapter 15 of the Newport Reach Municipal Code (NSM0, the project sails report and
the fit( af¢a3.
I oy
6'
CRUSHED ROCK
FILL THIS PORTION WITH CRUSHED ,
AFTER POURING GRATE
-^i
j
,?/2 X7,9 >�
31
spee{al requiranents of the permit,
4. Areas to receive fill shall be cleared of alt yegetati,on and debris, sesrifiad :red approved the salts
I the fill
_ Concrete: 3"
W/ FILTER CLOTH
a
.ROCK
SUPPORT CURB X
2.
Dust shalt be controlled by watering andlgr dust palliative. eng meet or or to piece mg a •V •'- - .. N
$• Fitts shall be keyed or benched into competent material. ELEVATION AREA DRAIN DRAIN
3, Sanitary facilities shalt be maintained on the site during the construction period. _ PLAN VIEW
- 4. Work hours are limited from 7:00 AM to 5:30 PM MONDAY through FRIDAY; 8:00 AM to 6:00 PM 'SATURDAYS; and NO NOtPR 6. All existing fills shall be approved by the soils engineer or removed before any additional fills are added. SECTION X -X PLAN SECTION -
ON SUNDAYS AND HOLIDAYS per Section 10.28 of the NBMC. I :
7. Anyexistirvg irrigation lines and cisterns shall be removed or crushed in pieta and backfiilad and approved by
j engineer.
�) A- DIG A 24" WIDE X 18° MIN DEPTH TRENCH.
the soils e
Noise, excavation, delivery and removal shall be control "led per Section of the NBMC. 11 .,. � e B- PLACE FILTER CLOTH IN THE TRENCH. LAP 12" 0 TOP.
5,
! - 8. The engineering geologist and soils engineer shaft, after clearing and prior to the placement of fill in I C- FILL BOTTOM OF THE TRENCH WITH CRUSHED ROCK. TYP
6, The stamped set of approved plans shall be on the job site at all limas. canyons, inspect each canyon for areas of adverse stability and determine the presence of, or possibility of o .
I future accurutation of, subsurface water or spring flow. If needed, drains will. be designed and constructed x •,,.: = Oi - D- FORM AND POUR PERIMETER CONCRETE CURB. 4" T_ 4"
_ d E- ALL THE REST OF THE TRENCH WITH CRUSHED ROCK TO 4° FROM THE TOP OF TRENCH. ll EROSION BAGS
i 7, Permittee and Contractor are responsible for locating and protecting utilities. prior to the placement of flit in each respective canyon. Ii 8 q rSiO e @ 2r/o'
9.. The exact location of the sutdrains shall be surveyed In the field for tine and grade. �IIIIiii� o b III' =v (-�
g, Approved drainage provisions and protective measures moist be used to protect adjoining properties during the I A i '
o ,_�.__=�I'I�1 BOTTOMLESS TRENCH DRAIN
grading operation. 10. ALL trench backfills shall be compacted throughout to a minimun of 90 percent relative aompactian, and APPROVES I ICI \�i' / o d o lilt -A111I ` _
q, Cesspools and septic, tanks shall be abandoned in camptianca with the Uniform Plumbing Cade and approved by the BY THE SOILS ENGINEER. The Building Department may require coring of concrete flat work placed over untested "I _ R ..t1�! -A1ll EROSION BAGS
backfilts to facilitate testing. bl 0 , O G
Building Official. '
� 1"TtE�IG a � FROST w
99. The stockpiling of excess material shall be approved by the City Grading Engineer. fI i - '- - --
10, Haul routes for import or export of materials shalt be approved by the City Traffic Engineer and procedures Soil: 6 �.; '.
' JOTRjOT
pit ;
�! I shall conform with Chapter 95 of the NBMC. 12, Landscaping of all slopes and pads shell be in accordance with Chapter 15 of the NBMC. ' , i.'. 't1'� :I'Apjj` Tji�N - �.� ��T� 6#t1'P'i;E EI>•�'��
�i Positive drainage shalt be maintained away from all building and slope areas, 13. All cut slopes shall be investigated both during and after grading by an engineering geologist to determine it Al ,.... BASIN
�I 1.
CATCH
any stability problem exists. Should excavation lest lase any geological cal hazards or potential geological eat _T -- .._ "'°^° i.... '' "" ^•°^:.':ms's...' . "..� .ri i tRA:
�. Failure to request inspections andlor have removable erosion control devices on -site at the appropriate times hazards, the engineering geologist shall reco,ameend and submit necessary' treatment te, the City Grading Engineer H 84 . A2
shalt result in forfeiture of the construction site cleanup deposit. for approval. ,,. �dC+ 8 2A 43: }r.
47 v PURPOSED INSTALL
i { 18 8' '� 5a. A ' SILT PROTECTION
1$. All Plastid drainage pips shall consist of PVC or 'ABS plastic and either ASTM 2751, ASTM D1527, ASTM 03034 or ; 74, geologist support of buttressing he cut and ine rat slopes ia. approval si n, necessary by the engineering ti s fom I .'� ?� ` 8 .iii ,fete :q. -
ASTM D978 5. geologist and soils engineer, the sails engineer will obtain approval of design, local, on and calculations from I •- Z '• :x,.73,;,,- .. '� �:�.:,
i' the City Grading Engineer prior to construction. ?a'9$89'r W,I�'ii STE! TSili Jai" '
A eAA?A Cif wl,IA sfE @L TiSd # fi �.
74. No paint, plaster, Dement, sail, mortar or other residue shall be allowed to enter streets, curbs, .gutters or storm I ��
75. The engineering geologist and soils engineer shalt inspect and post the et ion.ucti on of all buttress fills and r
drains. All, material end waste shall be removed from the site. NBMC 17.32.020 attest to the stability of the steps and adjacent structures upon eaaptetion. I , iatale'iS'Uj.'ggi ,dlrgijsWida uipBfeArJ,aSSU hyHI,DBding :i3elnps i'ii6jlwayUdi{pt• W
t 44" a#�E)I?catW WOW, csuer i useJ Saf.iiilNti -1 L 101
1 %e `lBfl Ai i
CONTROL acr a®
P1101:1011 G I d b h oar rods the an inearin [ t h t! d to 'f th !>ed k ' y j#ffS j9G�$wBy$Bnd ViDMkip -A+ Yyjh i ![
STORM DRAIN EROSION BAGS L
PIPE �
CATCH BASIN BERM DETAIL
2 BAGS MIN, EROSION BAGS
i PICAL TYPICAL
SECTION ELEVATION
porforotlon @ bottom. 16• NOTES:
nspeet ohs will be outlined at the meting. I Sheet flow through
law'
awn I. GRAVEL BAGS ARE ENCOURAGED OVER THE USE OF SANDBAGS AND MAY BE REQUIRED IN
SRAOING ftLLSlCt1T9 3. A geologic e, grading report prepared by the engineering geologist, including a final description effect off geology AREAS WHICH ARE PARTICULARLY SENSITIVE S OF S
of the site, including any now 9pprovef.ion disclosed during the grading and the effect h same cy area or 15' Min. French Crushed Rock
5 • 2. PLACE EROSION BAGS TO COVER TOP OF AREA DRAINS RAIN DEPOSITION.
EXPECTED PRIOR TO
I
recommendations incorporated in the approved grading plan. Ha shalt provide written approval as 4n the adequacy I % �a MIN 4` PIPE A E LANDSCAPE INSTALLATION.
9,
Graded stopas shall be no steeper than 2 horizontal to t vertical. of the site for the intended uese as affected by geologic factors. i drain in crushed rock bed Filter Cloth
{ wrapped with filter cloth Lop 6" p Top.
f \Genera( GradingSpec 4.91 I is acce table.. Loca
French te
3300 Newport Boulevard, Newport Beach I drain in the front BRASS AREA D R A I t\I ® E TA I L '
A yard away from foundations. PEni on a rc» PiFC 5
N .T.S.
LEGEND -
1} A �Ii T•!w`0.". ."AL 47[ 1 ;' � a -' --
A ' u: =: � t MVAL OFANYa,Y TREES REQUIRES PREVI�AP A� O N S TR U C TI O N NOTES:
,
t L FROM GENERAL SERVICESDEPARTMOgT•.
s r
1 S
I sw
I Ci.' nT i 1l�£} ? FtJ Li£3 #D i� iV1 T4%Ii7%?: PROViDETREESINTHEPA AWAY AM OTNING THIS are To 1 INSTALL 4" DIAMETER PVC SDR 35 AREA DRAIN PIPE. FL TC TOP CUR
= FLOWLINE�
,. W -AMLPi �pl TkT f L T SIv�i# tN � k4 i' T ;
YHESATISFAMONOF7H9.6ENNERAI zvlCt"C9E!'M7MENr 2 CONSTRUCT 6° THICK P.C.C. DRIVEWAY (onsfte) PER GE07ECHNICAL FS = FINISH SURFACE
12 :SJz t
(949) 644 3083. APPROVAL FROM GeHENALSMWCEsIS o- RECOMMENDATIONS.
l REQUIRED%THE BUILDING INSPECTION CARS PRIOR TO TIM =TOP WALL
III • L7At11 4Nmu-nrw ' Q-- CONSTRUCT 4" CONC SID
�... �. �/v'f,' n r ✓4LL I 22j AT T T ITi1 T Y b 1 5' fl 3i i°1 GTTC3IjIS $L !Ti z TT ]7 i�JLi f7PI )3I i`k `
AAA 0irc u Ia-s I� SH'AL I B� ItiL�kJ�E LIi�ITJF��D,
(Nit �� .: t1T.Z itJCJJ i ACi1 i T 1J S° 'i l i "R Tad3�GIC �13ff 27I �A Tx. '
ER ®SOON �N1T� ®ET Al IS
,T, ,
5 G��;Kf�C1ot S /��J f� >3J� P3//Il�il �>� w j ll/l c.4/✓%�1 CL
EWALKS (onslte) PER GEOTECHNICAL RECOMMENDATIONS.
INSTALL EROSION CONTROL BAGS PER DETAIL.
I
16,
When cut pe s are rang t to n 9 9 g Sao agts s a a rmenet a nee es extens,veiy
fractured or faulted and will readily transmit water. If considered necessary by the engineering geologist and
:....�a'. ) QY,dt! CG$ sSlO -Tta}Ttbh :tprACi710YgtOrAd•:
dlil4u'.xilneG
,
! i.
i
1.
temporary erosion control tans are e r
ampo Y P e requ,r d from October 95 to May 9S. I
soils engineer, a compacted fill blanket will be placed. I
-
GGB.. tit'S'td SS`- iIJEBdt' YaNb;^ VJ" jij046aGi910'; DCavgyk! '(?j,BC$tigtli9 "' :'Dpt(jBK$'UO'
-
"Z446 (:O iW+l+
CONTROL PER DETAIL
C41iSTRIsCj _tJR.�pinfNC1��!yJJI
2.
Erosion contral devices shall be available on site between October 95 and May 15. �
77.
The engineering geologist shalt perform periodic inspections during grading.
I
_
Sgai;b f ter) g TDY'e pDUnng >onuet�., lipids °frame.m pb$91ion; inisii :'811u nino.US
pbti(i "tx�rai4udlxGd:
iulf : f n np� io
SE,':� "A•2�I)t piriGE "u ^$S `
,?/2 X7,9 >�
31
Between October 15 and May 15, erosion control measures shalt be in place at the end of each working day whenever the
Ia.
Notifidation of Noncompliance: if, in the course of fulfilling their responsibility, the civil engineer, the
I ®
a
"
ENHANCED PATIO AND WALKW
TRW =
"ve -day probability of rain exceeds 3o percent. During the remainder of the year, they shalt be in place at the end
soils engineer, the engineering geologist or the testing agency finds that the work is not being done in I
d
e
NOS 6"
of the working day, whenever the daily rainfail probability exceeds 50 percent.
W
conformance with the approved grading plans, the discrepancies shalt be reported immediately in writing to the
Q
FINISHED
ROUND BRASS GRATE
�x
person In charge of the grading work and to tho City Grading Engineer, Recommendations for corrective measures, I
SURFACE
.
4.
Landscaping plans shalt be submitted for approval, work completed and a certificate of conformance received by
if necessary, shall be submitted to the City Grading Engineer for approval, I
111
THIOKOL
i „
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the City Grading Engineer prior to closure of permit, unless waived by the City Grading Engineer, {
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SEAL
DaCUMF.NTATIDN
I PITCH
5,
T ram desittin basins, what) r
e Y g squired, shall be installed and maintained for the duration of the project.
1•
An as•built grading plan shall be prepared by the civil engineer including original ground surface etevations,
"
'
PITCH
REtlUIRED_INSPEL`TfONS
2.
'
as-graded ground surface elevations, lot drainage pasterns and locations, and elevations of all surface and sub- !
Desi the
gn drainage
_ ,; .: , ,• .,.'
• : ^. >: ,,., :' ;�',;..,.'•.••
., -. - , . .. ,..
j
surface facilities. No shell provide written approval that she work was done in accordone with she
system to retain
•.. x
j
9.
A mooting shat( be scheduled hours prior to start of grading with the following �
Job
proved g
,final approved grading plan and steto the nttr6aer of yards of cut nw! /ar fill moved during the operation. I
ra
'concentrated
4.' Concrete or 6" Topsoil
i
Of Sheets
people present:
owner, grading en
swoon, grading contractor, design civil engineer, soil$ engineer, geologist, city Grading Engineer ar their
re r anent '
2.
R Soils grading < i (
g report prepared by the soils engineer, including locations and elevation of field density tests.
and surface
_�
III
p aL7V as. Required field inspections ns Will be outlined at the meeting.
y
sutmaries of field and Laboratory results and saber substantiated data and comments on any changes made during ;
sheet flow.waterfrom dry-
- -�-I�"-- °- °°- �"'_ -•-- -
4"
Z.
A re• I
P paring meeting shall be scheduled 48 hours prior
grading and their effect on the recommsrdations made in the Sail$ engineering investigation report. He shall
weather run off and minor
SDR -35 PIPE
to start of the sub -grade preparation for the paving with I
the fallowing People owner, contractor,
provide written approval as to the adequacy of the site for the intended use and completion of work in ... .-I
„ .
present: paving design civil engineer, soils engineer, City Grading
accordance with the job specifications.
rain events w'
Rhin the.
3 French dra
'
Engineer or their re resenYaYives Required field t
site..
in
STORM DRAIN EROSION BAGS L
PIPE �
CATCH BASIN BERM DETAIL
2 BAGS MIN, EROSION BAGS
i PICAL TYPICAL
SECTION ELEVATION
porforotlon @ bottom. 16• NOTES:
nspeet ohs will be outlined at the meting. I Sheet flow through
law'
awn I. GRAVEL BAGS ARE ENCOURAGED OVER THE USE OF SANDBAGS AND MAY BE REQUIRED IN
SRAOING ftLLSlCt1T9 3. A geologic e, grading report prepared by the engineering geologist, including a final description effect off geology AREAS WHICH ARE PARTICULARLY SENSITIVE S OF S
of the site, including any now 9pprovef.ion disclosed during the grading and the effect h same cy area or 15' Min. French Crushed Rock
5 • 2. PLACE EROSION BAGS TO COVER TOP OF AREA DRAINS RAIN DEPOSITION.
EXPECTED PRIOR TO
I
recommendations incorporated in the approved grading plan. Ha shalt provide written approval as 4n the adequacy I % �a MIN 4` PIPE A E LANDSCAPE INSTALLATION.
9,
Graded stopas shall be no steeper than 2 horizontal to t vertical. of the site for the intended uese as affected by geologic factors. i drain in crushed rock bed Filter Cloth
{ wrapped with filter cloth Lop 6" p Top.
f \Genera( GradingSpec 4.91 I is acce table.. Loca
French te
3300 Newport Boulevard, Newport Beach I drain in the front BRASS AREA D R A I t\I ® E TA I L '
A yard away from foundations. PEni on a rc» PiFC 5
N .T.S.
LEGEND -
1} A �Ii T•!w`0.". ."AL 47[ 1 ;' � a -' --
A ' u: =: � t MVAL OFANYa,Y TREES REQUIRES PREVI�AP A� O N S TR U C TI O N NOTES:
,
t L FROM GENERAL SERVICESDEPARTMOgT•.
s r
1 S
I sw
I Ci.' nT i 1l�£} ? FtJ Li£3 #D i� iV1 T4%Ii7%?: PROViDETREESINTHEPA AWAY AM OTNING THIS are To 1 INSTALL 4" DIAMETER PVC SDR 35 AREA DRAIN PIPE. FL TC TOP CUR
= FLOWLINE�
,. W -AMLPi �pl TkT f L T SIv�i# tN � k4 i' T ;
YHESATISFAMONOF7H9.6ENNERAI zvlCt"C9E!'M7MENr 2 CONSTRUCT 6° THICK P.C.C. DRIVEWAY (onsfte) PER GE07ECHNICAL FS = FINISH SURFACE
12 :SJz t
(949) 644 3083. APPROVAL FROM GeHENALSMWCEsIS o- RECOMMENDATIONS.
l REQUIRED%THE BUILDING INSPECTION CARS PRIOR TO TIM =TOP WALL
III • L7At11 4Nmu-nrw ' Q-- CONSTRUCT 4" CONC SID
�... �. �/v'f,' n r ✓4LL I 22j AT T T ITi1 T Y b 1 5' fl 3i i°1 GTTC3IjIS $L !Ti z TT ]7 i�JLi f7PI )3I i`k `
AAA 0irc u Ia-s I� SH'AL I B� ItiL�kJ�E LIi�ITJF��D,
(Nit �� .: t1T.Z itJCJJ i ACi1 i T 1J S° 'i l i "R Tad3�GIC �13ff 27I �A Tx. '
ER ®SOON �N1T� ®ET Al IS
,T, ,
5 G��;Kf�C1ot S /��J f� >3J� P3//Il�il �>� w j ll/l c.4/✓%�1 CL
rri4i rs°�a.7 t AYS'PER DETAILS BY OTHERS.
'T APOE '�T" T x,13 13ll' sT7 (it. ALL I Q- "5L a7 PAAi % � S�4 fO%G '..9' v > WV = WATER VALVE..
INM T*Fp;TI�ST-AKPA ;f' 7 ATl ;'•iITP C3 I++1BT3; wtTH FBI LC I 9Q- CONCRETE SLAB PER GEOTECHNJCAL RECOMMENDATIONS. T5 _ WATER TAIRS
Rl., .X T o '�ii'A5', CONSTRUCT 4" DIA. PRIVATE D AIN THROUGH CURB PER CITY STD N0. 184 =L BS = BOTTOM STAIRS
CONSTRUCT TRENCH DRAIN PER DETAI fjjS �r TO =TOP GRATE
J
Ternporary Excavation Along'Prperty Line �
6) Il FXTS ll ('I d fie t T ? T2 Ez MOCf WO F
)I4iST AY A1.0 CLJ,'ANOU'T
,.:...:....,_ . SITf�xi.1: 6� W "I A�'1 ' : OUR 'A I
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CITY OF NEWPORT BEACH. i� dlX) AS REQUIRED Y THE INV = INVERT
T14- 1r XIS'T'640 ANN) pTL`(D�'4} L�# WATfik- 3i4E R3 JN T l ;Lli�'y DF = DEEPEND FOOTING
iALi, l CrL T 1yll�f� i i1 P)D VL C 1 1'R.f� 'I% fill /� C� w 5,�-'Cf Gj/LO�a7�
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EWALKS (onslte) PER GEOTECHNICAL RECOMMENDATIONS.
INSTALL EROSION CONTROL BAGS PER DETAIL.
FF =
GFF =
FINISH FLOOR
GARAGE FINISH FLOOR
BY
5a -
i
INSTALL 6" GREEN NOS 80 OR APROVED SIMILAR AREA DRAIN AND
EROSION
BW =
BACK WALK
-
-
�14, Y°�
O-
CONTROL PER DETAIL
C41iSTRIsCj _tJR.�pinfNC1��!yJJI
TBM =
SCO =SEWER
TEMPORARY BENCFG ARK
CLEANOUTI
I
,?/2 X7,9 >�
0/S =
OFFSET �,���
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ENHANCED PATIO AND WALKW
TRW =
TOP RETAINING WALL
a
ro
d
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rri4i rs°�a.7 t AYS'PER DETAILS BY OTHERS.
'T APOE '�T" T x,13 13ll' sT7 (it. ALL I Q- "5L a7 PAAi % � S�4 fO%G '..9' v > WV = WATER VALVE..
INM T*Fp;TI�ST-AKPA ;f' 7 ATl ;'•iITP C3 I++1BT3; wtTH FBI LC I 9Q- CONCRETE SLAB PER GEOTECHNJCAL RECOMMENDATIONS. T5 _ WATER TAIRS
Rl., .X T o '�ii'A5', CONSTRUCT 4" DIA. PRIVATE D AIN THROUGH CURB PER CITY STD N0. 184 =L BS = BOTTOM STAIRS
CONSTRUCT TRENCH DRAIN PER DETAI fjjS �r TO =TOP GRATE
J
Ternporary Excavation Along'Prperty Line �
6) Il FXTS ll ('I d fie t T ? T2 Ez MOCf WO F
)I4iST AY A1.0 CLJ,'ANOU'T
,.:...:....,_ . SITf�xi.1: 6� W "I A�'1 ' : OUR 'A I
a.... _ .._._..
it ..
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,.
CITY OF NEWPORT BEACH. i� dlX) AS REQUIRED Y THE INV = INVERT
T14- 1r XIS'T'640 ANN) pTL`(D�'4} L�# WATfik- 3i4E R3 JN T l ;Lli�'y DF = DEEPEND FOOTING
iALi, l CrL T 1yll�f� i i1 P)D VL C 1 1'R.f� 'I% fill /� C� w 5,�-'Cf Gj/LO�a7�
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REVISIONS
BY
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Job
Sheet
Of Sheets
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. � ' �' ` .. � �. ;/ __ :.G,y�. �l�n i= .:,.. ?''.=-`'`. `"`�� ���i.:J � � � � flu �. P'� < � - � � .. 'C.. I�`� 0 , �R:. ✓: �/': �I' � .. .. � l �� f � � � i.
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SYM SIDE
OFT
FOUNDATION PLAN NOTES
—NAILS
EDGE
FRAMING NOTES:
CRD. 91008
UPPER F112.
A35
�g
ONE
180
BI(gCED LATH
LC.B.O.O11823 UNEILK'D
W/16 CA. STAPLES
6
12
1.
SEE SPECIFICATIONS ON SHEET SN -1 FOR ADDITIONAL INFORMATION.
24° D.C.
�
N
ONE
280
2.
BUILDING PAD SOIL BEARING VALUE SHOULD BE AT LEAST 1500 P.C.f.
6
1,
USE SD2 FOR TOP PLATE SPLICE,
16d O 6'
16' O,Q
3.
CEMENT USED IN FOUNDATIONS SHALL BE TYPE V. UNLESS OTHERWISE REQUIRED
BY THE SOIL ENGINEER.
o
2,
p ROOF DIAPHRAGM PER 1/2° COX, PLYWOOD W /ed ®6;6:12
WALL CONSTRUCTION: 3X SILL, 3X STUDS O BOUNDARIES, & 3X TOP PLATE, OFFSET
ADJOINING PANELS ON OPPOSING SIDES. USE MIN. 4X END POST.
-
C
THE FLOOR SLAB SHALL BE POURED LEVEL TO WITHIN 1/8 INCH IN 10 FEET.
WALL CONSTRUCTION: 2X SILL. STUDS. & TOP PLATES. USE END POST PER HOLDOWN REQUIREMENTS
x
SAP
T S
WALL CONSTRUCTION: 3X SILLO FOUNDATION, 2X SILL O RAISED FLOOR OR SECOND STORY, 3X
STUDS O ADJOINING PANELS, & 2 -2X TOP PLATES. USE 3X END POST (MIN) OR AS REOD BY HOLDOWN
TWO 18641 3/8 PLYWD (24/0) 1 8d 1 4 1 12 5/0" O 16' 3 /6'OO7- 0.4 5.5' O.C.
T
WALL CONSTRUCTION: 3X SILL, 3X STUDS 0 BOUNDARIES, & 3X TOP PLATE, OFFSET
ADJOINING PANELS ON OPPOSING SIDES. USE MIN. 0 END POST.
(COMMON NAIL) PANEL_ SPAN RATING 24/0 OR BETTER.
;sAx
ONE 550 3/8° PLYWD (24/0) 1 8d 1 3 1 12 1 5/8" O 2el 16d O 3' 1 8' O.C.
5.
THE FLOOR SLAB AND FOUNDATION MAY BE POURED HOMOGENEOUSLY (AT THE
T1N0 F 1 3/8' PLYMD (24/0) 8d 3 12 5/8' O i6' /B "DOT O.q 8° O.C. 0 ES.
�� DECK & FLOOR DIAPHRAGM 3/4° COX, PLYWOOD T& G W /10d 0 6:6:10
WALL CONSTRUCTION: 3X SILL- 3X STUDS O BOUNDARIES, & 3X TOP PLATE, OFFSET
ADJOINING PANELS ON OPPOSING SIDES. USE MIN. 4X END POST.
3AX
ONE 730 3 /B° PLYWD (24/0) 1 8d 1 2 1 12 5/8' O 16-1 16d O 2° 1 6° O.C.
SAME TIME) OR IN TWO POURS, WITH A COLD JOIN BETWEEN THE SLAB AND FOUNDATION,
WALL CONSTRUCTION: 3X SILLO FOUNDATION, 2X SILL 0 RAISED FLOOR OR SECOND STORY( 3X BLK'G, 3X
STUDS O ADJOINING PANELS, & 2 -2X TOP PLATES. USE 3% END POST (MIN) OR AS REO'0 Y HOLDOWN'
(COMMON NAIL), U.N.O. PANEL I.D. RATING 32/16 OR BETTER,
TWO 114641 3/8" PLYWD (24/0) 1 8d 1 16-1/2'007.5- 07p- 6° O.C. 0 E.S.
i
"
WALL CONSTRUCTION: 3X SILL. 3% STUDS O BOUNDARIES, & 3X TOP PLATE. OFFSET.
ADJOINING PANELS ON OPPOSING SIDES. USE MIN. 4X END POST.
AT THE CONTRACTORS DISCRESSION. THE DETAILS DRAWN GENERALLY SHOW TWO POURS.
ONE 870 15/32" PLYWD (32/lr3)1 10d 1 2 1 12 5/8° O 16'1 16d O 2° 5' O.C.
3.
ROOFING MATERIAL ON THE ROOF SHALL NOT EXCEED 6.5 POUNDS,
7W0 1740 15/32° F'LYWD (32/16) tOd 2 12 5/8' O e° /2 °W06° O. 5' O.0 DES.
6.
ANCHOR BOLTS: AT ALL EXTERIOR' WALLS, INSTALL A 5/8" DIA, ANC. BOLTS 0 48" D.C.
Date
4.
SIZE OF EXTERIOR AND INTERIOR STUD WALLS SHOULD
Drawn
WITH MINIMUM EMBEDMENT OF 7 INCHES INTO CONCRETE- tIA-0. ON SHEAR WALL SCHE0-,
Sheet' =
'r.
MATCH WITH ARCHITECTURAL DRAWINGS,
Sheets
INCLUDING AT LEATST ONE WITHIN A MAXIMUM OF 12" FROM EACH END. PLATES SMALLER
CONSIDERING THE FOLLOWING MINIMUM REQUIREMENTS:
THAN 24" IN LENGTH, SHALL BE PROVIDED WITH AT LEAST TWO ANC. BOLTS UNLESS
�I
- ALL INTERIOR WALLS SHALL BE 2x4 STUDS 0 16" o.C., U,N.O.
- EXTERRIOR WALLS: FIRST STORY SHALL BE 30 SECOND &
OTHERWISE INDICATED ON PLANS. PROVIDE ALL EXTERIOR WALLS AS INDICATED ON PLANS.
THIERD STORY SHALL BE 2x4 STUDS @ 16" ox.
SEE FLOOR FRAMING PLAN FOR REFERENCE IN PROVIDING AN EXTENSION OF.ANCHOR BOLTS
5,
SEE STRUCTURAL NOTES FOR HARDWARE REQUIREMENTS
ABOVE CONCRETE. HARDWARE SHALL BE TIED INPLACE PRIOR TO PLACEMENT OF CONCRETE.
6.
ALL HARDWARE PRODUCTION PRONDE BY SIMPSON STRONG- TILCOM.
7.
SHOT PINS: 7" 7 0 12Z - 1.95' -4,0 •. .
-
7.
ALL STRUCTURAL BEAM/BEAM, BEAM /COLUMN AND
COLUMN /FOUNDATION MUST BE
-
POSITIVELY CONNECTED WITH SIMPSON OR EQUIVALENT
CONNECTORS IRREGARDLESS
8.
FOUNDATION SILL PLATE SHALL BE TREATED LUMBER OR FOUNDATION RED WOOD.
OF LACK OF CONNECTION DETAILING ON PLANS.
!I
STANDARD CONNECTIONS UNLESS OTHERWISE NOTED.
9.
HOLDOWNS: SEE FOUNDATION PLAN OR FLOOR FRAMING PLAN FOR REFERENCE TO HOLDOWN
LOCATION AND HARDWARE EXTENSIONS TO CONCRETE FOUNDATION.
F
BEAM /COLUMN SIMPSON "CCQ" OR EQUIVALENT U.N.O. PLAN
BEAM/BEAM SIMPSON "HUY" OR EQUIVALENT U.N.O. ON PLAN
SEE: FOR HOLDOWN DETAILS.
8.
ANY PLUMBING DRAIN PIPE OR VENT PIPE CUT THROUGH STUD WALL SHALL BE 2x6 STUD
SD2
WALL OR TWO 20 STUD WALLS WITH PLYWOOD SHEAR PANEL ON NON- PLUMBING WALL
'
10.
RESIDENTIAL FLOOR SLAB: PLACE SLAB REINFORCEMENT IN CENTER OF SLAB. REINFORCEMENT
i
9.
CUTTING AND NOTCHING:
IN EXTERIOR AND BEARING PARTITIONS, ANY WOOD STUDS �.
SHALL BE CHAIRED AND TIED IN PLACE PRIOR TO PLACEMENT OF CONCRETE. A VISQUEEN VAPOR
MAY BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING
mss nF ITC unTH mirnNC na kmrNINn nr Q' inC Tn A
SYM SIDE
OFT
MATERIAL
—NAILS
EDGE
FIELD
CRD. 91008
UPPER F112.
A35
�g
ONE
180
BI(gCED LATH
LC.B.O.O11823 UNEILK'D
W/16 CA. STAPLES
6
12
5/8" 0 48"
96d O 8'
24° D.C.
�
N
ONE
280
3/8° PLYWD (24/0)
8d
6
1 12
5/8° O 48'
16d O 6'
16' O,Q
W .
WALL CONSTRUCTION: 2X SILL, STUDS, & TOP PLATES. USE END POST PER HOLDOWN REQUIREMENTS
o
TWO 552 3/8"' PLYWD (24/0) 8d 6 92 5/8' O 24-1 318 "007' 0 . 10' O.C.
pw]
Z
WALL CONSTRUCTION: 3X SILL, 3X STUDS O BOUNDARIES, & 3X TOP PLATE, OFFSET
ADJOINING PANELS ON OPPOSING SIDES. USE MIN. 4X END POST.
ONE 1350 1 378° PLYWD (24/0) 1 8d 1 4 1 12 5/8° O 32-1 16d O 3' 12' O.C.
QT
WALL CONSTRUCTION: 2X SILL. STUDS. & TOP PLATES. USE END POST PER HOLDOWN REQUIREMENTS
x
ONE 14301 3/8° PLYWD (2470) 1 8d 1 4 1 12 5/8' O 32-116d 0 3° 1 10 O.C.
T S
WALL CONSTRUCTION: 3X SILLO FOUNDATION, 2X SILL O RAISED FLOOR OR SECOND STORY, 3X
STUDS O ADJOINING PANELS, & 2 -2X TOP PLATES. USE 3X END POST (MIN) OR AS REOD BY HOLDOWN
TWO 18641 3/8 PLYWD (24/0) 1 8d 1 4 1 12 5/0" O 16' 3 /6'OO7- 0.4 5.5' O.C.
T
WALL CONSTRUCTION: 3X SILL, 3X STUDS 0 BOUNDARIES, & 3X TOP PLATE, OFFSET
ADJOINING PANELS ON OPPOSING SIDES. USE MIN. 0 END POST.
;sAx
ONE 550 3/8° PLYWD (24/0) 1 8d 1 3 1 12 1 5/8" O 2el 16d O 3' 1 8' O.C.
AZ\
WALL CONSTRUCTION: 3X SLLO FOUNDATION 2X SILL O RAISED FLOOR OR SECOND STORY, 3X
STUDS O ADJOINING PANELS, & 2 -2X TOP I Xki. USE 3X END POST (MIN) OR AS REDO BY HOLDOWN
T1N0 F 1 3/8' PLYMD (24/0) 8d 3 12 5/8' O i6' /B "DOT O.q 8° O.C. 0 ES.
WALL CONSTRUCTION: 3X SILL- 3X STUDS O BOUNDARIES, & 3X TOP PLATE, OFFSET
ADJOINING PANELS ON OPPOSING SIDES. USE MIN. 4X END POST.
3AX
ONE 730 3 /B° PLYWD (24/0) 1 8d 1 2 1 12 5/8' O 16-1 16d O 2° 1 6° O.C.
6A 3\
WALL CONSTRUCTION: 3X SILLO FOUNDATION, 2X SILL 0 RAISED FLOOR OR SECOND STORY( 3X BLK'G, 3X
STUDS O ADJOINING PANELS, & 2 -2X TOP PLATES. USE 3% END POST (MIN) OR AS REO'0 Y HOLDOWN'
TWO 114641 3/8" PLYWD (24/0) 1 8d 1 16-1/2'007.5- 07p- 6° O.C. 0 E.S.
i
"
WALL CONSTRUCTION: 3X SILL. 3% STUDS O BOUNDARIES, & 3X TOP PLATE. OFFSET.
ADJOINING PANELS ON OPPOSING SIDES. USE MIN. 4X END POST.
3AX
ONE 870 15/32" PLYWD (32/lr3)1 10d 1 2 1 12 5/8° O 16'1 16d O 2° 5' O.C.
A
WALL. CONSTRUCTION: 3X SILL* FOUNDATION, 2X SILL O RAISED FLOOR OR SECOND STORY(O /3X BLK °G, 3%
STUDS O ADJOINING PANELS, & 2 -2X TOP PLATES. USE 3X END POST MIN) OR AS REOII Y HOLDOWN;
7W0 1740 15/32° F'LYWD (32/16) tOd 2 12 5/8' O e° /2 °W06° O. 5' O.0 DES.
In` _
i
WALL CONSTRUCTION: 3% SILL. 3X STUDS O BOUNDARIES, & 3X TOP PLATE, OFFSET
ADJOINING PANELS ON OPPOSING SIDES. USE MIN, 4X END POST.
BY
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Drawn
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Sheet' =
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Sheets
REVISIONS
BY
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Surface Mount Ceiling Light Fixture ! f
- Surface Mount Wall Light Fixture
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'Duplex Outlet (l IOV) ti ¢
=Q)Z-' /z Hot Outlet
J22 0 Volt Outlet � '
GF). Outlet (WP= Waterproof)
Exhaust Fan - „
�VlICable TV Sts �✓�.
— Phone Jack
SD= Smoke Detector —
NOTES
• Edison Co. approval is required for meter location, prior to installation.
• Electrical Service shall be underground.
• Field Inspector shall review and approve underground service prior to
pouring concrete.
• Service shall be grounded to 20' long rebar placed in foundation.
• Maintain 3 feet clearance from face of meter to any wall, fence or obstruction.
• Fixtures on plan noted with "flrsc" shall be fluorescent .
o Electrical outlets, lighting, and smoke detectors in bedrooms shall be on Arc -Fault
circuit interrupter.
e Lighting integral with exhaust fans in rooms other than kitchens shall comply -- p
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with efficiency requirements.
e Permanently installed high efficiency luminaries shall be switched separately.
® I3xhaust fans shall be switched separately, unless fan has integral lighting system'
with manual on/off switch, allowing fan to operate independently of integral w.
lighting system.
• 50% minimum of kitchen lighting wattage is to be high efficiency and switched }
separately.
• Lighting in bathrooms, garage, laundry room, closets and utility morns shall be }
high efficiency OR equipped with manual -on occupant sensor.
® Lighting in all bedrooms, halts, living room, den, family rooms shall be high '. � � � : ; /t� � " °• „,�„„,��,`'
efficiency OR controlled by manual -on occupant sensor or dimmer.
® Exterior buildin g mounted li g htin g shall be hi gh efficiency, unless controlled. b y
manual -on/off switch, motion sensor Wout override or bypass
switch that disables
motion sensor AND: a) photo control not having an override or bypass switch, j
OR b) astronomical time clock not having an override or bypass switch, OR. c) `
energy management control system (FMCS) w /out an override or bypass switch
that allows luminaries to always be on.__
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INTENTIONALLY BLANK PAGE
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Attachment No. ZA 4
Condominium Inspection Report
15
INTENTIONALLY BLANK PAGE
3o
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.newportbeachca . gov 1(949)644-3200
CONDOMINIUM CONVERSION INSPECTION REPORT
(CHECKLIST)
Inspection Fee: $246.00 per unit No. Units Condo Conv. No.
($123.00/hr -2 hrs minimum)
Address: &\ Date: 6(0
Existing Occ: Grp Q3 (o Type of Construction:
Owner: V A 0 6KAr► Phone Number:
Assigned to Inspector: Db �'LZV Date: OG 26-/ Phone: (949)644-32(9-
THE FOLLOWING CHECKLIST WILL BE USED DURING THE INSPECTION TO VERIFY
EXISTING BUILDING CONDITIONS AND COMPLIANCE TO MINIMUM STANDARDS FOR
THE CONDOMINIUM CONVERSION.
A. EACH UNIT MUST COMPLY WITH THE MINIMUM STANDARDS OF THE UNIFORM
HOUSING CODE AS ADOPTED BY THE CITY OF NEWPORT BEACH.
Does the unit(s) meet minimum sanitation requirements? (y)X- (n)
Comment.
2. Does the unit meet minimum structural and occupancy standards?
(y) f� ±(n)F(�'�r
Comment. �L U(J RO U vNbt_ Cr]n1S�2ue'irO
N'S> N0 Cor'x?l_kPINY q77 S Tt^^�
3. Does the unit meet minimum exiting safety standards? (y) l7-r- -(n) Or- ",- %
Comment. —1� rCpA_ Uri iT Qom. 1— A20rr4 'T UrJ�T USER C6NSTn13c"rtaP3
kt'�D r`v0 % Q M,PLtAa�% Fa cK�S 'Fk^ IF .
4. Does the unit meet minimum plumbing standards? (y) (n)
Is there a garbage disposal installed on a dedicated circuit? (y) L (n)
Comment.
5. Does the unit meet minimum standards of heating and venting?
(y) 4 (n)
Forms%Condaminium Conwrsion lnspeplion Repon 06109114 1 O7
6. Does the unit meet minimum standards for electrical safety? (y)'�
Comment. 14C-R4L Jr, +r-(L0r3 + ur l t T UtJbL1Z CUrJS� RucS70oJ
B. EACH UNIT MUST COMPLY WITH CURRENT MINIMUM LIFE SAFETY
REQUIREMENTS OF THE UNIFORM BUILDING CODE AS ADOPTED BY THE CITY
OF NEWPORT BEACH.
7. Do the existing stairs and handrails comply with minimum safety requirements
of Chapter 10 Section CRC 2013 R311.7? (y) i{n) ( -aOlf
Did they comply when originally constructed? (y) =n)
Comment. t 2 J rl i A 0 V-- . QRdoJ T Ja1 t`4 ur to (L Cocas "rk J e7-r W-1
P'es0 007 C6w.QL-,mi da %
8. Do the existing guardrails comply with minimum safety requirements of
Section CRC 2013 R312? (y) —gcP*)
Did they comply when originally constructed? (y) X (n)
C:nmment_ fZtSA(1 -Uf-I '�, 6V-- C�Xdr,$ t)a.1IT- UrJ60NL d�3SI RJL tJc�
f�,sSU !g+ THIS Tir.nrL.
9. Are smoke detectors /carbon monoxide alarms installed in each bedroom and
other required locations per Section CRC 2013 8314 & R 315?
Comment: a-/JS�,-Ia'u -- C/zs,Q f &3 r^ 6r-b&,nls
Sl IFZrP,e 1r (W &IKS ✓cZ N O m tN i m uw, 6 rJc o rJ !rimer-! L,r1 -CL.
10. Is there a required occupancy separation rating? -L hr(s) (y) (n)
If so, does it meet the requirements of _
Section CRC 2013 8302.2? (y) n) t= i1'ad"
Comment: k2 e(,Nz Uri--, ®�4, C-p4r -j yra;. i j jj Le- eorsS.- ZucTidN
Pr--1 l� is O C&-- tit.. I. ANA !? i - fA i S —\ 1 evv�
11. Is the roof a minimum Class C fire retardant roof? (y) -L(n)
Owner to submit letter of certification by a licensed roofing
contractor of fire retardancy and remaining life of the roof. (y) _(n) -L_
Comment (f Lralss fL IL P46f ' t>J OM B'� r rg'> Nrr-W C.L-l� S /�
JW6F o J k_C-o4z- u,� i % X0 ( I ,
12. Is safety glazing installed in areas subject to human impact ?(y) -7L(n)
Other
FormslC.rdominlum Conversion Inspection Report 06/09/14 2 32
C. EACH UNIT IS REQUIRED TO BE INDIVIDUALLY SERVED BY SEPARATE UTILITIES.
Note: the City does not consider it feasible to separate sewer piping when existing
units are integrally piped through lower units to units above. (Please demonstrate
for the inspector that utilities serving the units are not connected.)
13. Is this unit served by its own water meter and piping? (y) (n)
Are the materials used in the system approved for the use? (y) (n)
Are there apparent cross connection hazards in the system ?(y) �(n)=
NOTE: New water service and water meter must go to the secondary unit.
Existing water meterand service line must remain with original address.
(Contact Water Meter Division with any questions: (949) 644 -3019)
Comments: 9 _�I� t� - mrz- i is (—L2 Us i,7-
SL` 2 Vic 0.
14. Is this unit served by its own gas meter and piping? (y) X(n)
Are the materials used in the system approved for the use? (y) ><
Are there apparent safety hazards in the system? (y)
15. is this unit served by its own electric meter and wiring?
. (y) )� (n)
Is the unit served by a minimum 100amp service?
(y) =n)
Is a new or relocated service required to be fed
underground?
(y) (n)
Are there apparent safety hazards in the system?
(y) ,_____.(n)
16. Is this unit served by its own sewer and piping?
(y) (n)
Are the materials used in the system approved for the use? (y) (n)
Is there an approved cleanout installed at the property line? (y) X (n)
Comments: L ra-36L C'L- CAa44vT- S F612ur,-) (-7- S.Cs'2V80.
Other
Signed By: q'Y
rorms\Condominlum Conversion Inspeofion Report 08109/14
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Date: 2-2 -)
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INTENTIONALLY BLANK PAGE
40
/_ISM IT i - ,A ki C•w�I_T•lI
County Tentative Parcel Map No. 2014 -114
KIM
INTENTIONALLY BLANK PAGE
42
POINSETTIA AVENUE
°� -- - - - - --
CIL
TENTATIVE PARCEL MAP
20'4 -114
iin FOR CONDOMINIUM PURPOSES
�o�s existing curb and gutter •i 'ms's LOT 20 BLOCK 643 CORONA DEL MAR
% ry
b
s,9�a existing sidewalk •:y OWNER- DEVELOPER
go : N 40-34-43'7E 30.02' '•'•.• 7x �•. ' ROBERT VAUGHAN
Nw .
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116��.
113
EXISTING
2 -STORY
RESIDENCE
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29.99'
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ALLEY 8"
vcp sewer on C/L
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6" ACP water
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18 and 618 %1 Poinsettia Avenue
201
61 -006
Robert Vaughan
618 POINSETTIA AVENUE
CORONA DEL MAR CA 62625
Date of Survey March 10, 2014
20' 40'
Scale 1"= 20'
No. PLS gnnl
Prepared in the office of
�
Leonard C. Stiles
PLS 5023 License expires 12/31/2015
STILES SURVEYING
2209 Carrie Avenue Orange, CA 92667
714- 538 -4276 Fax 714- 289 -4442
e -mail lcstiles@earthllnk.net
3