HomeMy WebLinkAboutXR2022-3286 - Alternative Material & MethodsCITY OF NEWPORT BEACH
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING DIVISION
100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-J915
www.newportbeachca.gov 1 (949) 644-3200
CASE NO.:
REQUEST FOR MODIFICATION TO PROVISIONS
OF TITLE 9 (FIRE CODE) OR TITLE 15 (BUILDING CODE)
OF THE NEWPORT BEACH MUNICIPAL CODE
(See Reverse for Basis for Approval) (Fee $297)
Z REQUEST FOR ALTERNATE MATERIAL
OR METHOD OF CONSTRUCTION
(See Reverse for Basis for Approval) (Fee $297)
For above requests, complete Sections 1, 2 & 3
below by printing in ink or typing.
JOB ADDRESS:
woo
40,kmaj,
APR I p �
FOR STAFF USE ONLY
Plan Check eR �5116 of Stories Z
Occupancy Classification K 7,
Use of Building # of Units
Project Status Ir,l Pr L-h'r-� LikG-e
Construction Type Y -$
Verified by 1g:r_- •
No. of Items In
Fee due 211
DISTRIBUTION:
/
SjPlanCheck
❑ Inspector I
❑ Other
❑ Owner
Petitioner
❑ Fire
PETITIONER:
SITE ADDRESS, 821 BELLIS STREET Petitioner JEFFREY BENSON
(Petitioner to be architect or engineer)
Owner RENNETTE & TOM CRONE Address 234 BROADWAY
Address 821 BELLIS STREET COSTA MESA, CA Zip 92627
NEWPORT BEACH, CA Zip 92660 534-2724
Daytime Phone (949 )
Daytime Phone ( 949 ) 534-2724 Email: JB@BDANDARCH.COM
2 REQUEST: Submit plans if necessary to illustrate request. Additional sheets or data may be attached.
Provide a capillary break at the existing slab -on -grade of the small portion of the existing garage 31 so ft total are being converted into h bitable
livingarea of the home. We pro ose to achieve this b a pl in the'Sika MB" epoxy sealant on top of the existingslab area that will be converted.
3 USTIFICATION/FINDINGS OF EQUIVALENCY: CODE SECTIONS:
The exiting slab is likely not unerlain with a capillary lea no,aiding one below the existing R506.3.2 & R506.3.2.1
Signature —
Position ARCHITECT
CA Professional Lic. # C32268
4/11/2023
FOR STAFF USE ONLY
DEPARTMENT ACTION: In accordance with: XCBC 104.11/CFC 104.9
(Alternate materials & methods)
❑ Concurrence from Fire Code Official is required. ❑ Approved ❑ Disapproved
-� By. Date
Request (DOES D S ssen any fire protection requirements.
equest (DO DOES NOT) I ssen the structural integrity
❑ CBC 104.10/CFC 104.E
(CBC Modification)
❑ Written Comments Attached
The Request IS: Granted -1Denied (See reverse for appeal information)
❑ Granted (Ratification required)
Conditions of Approval:
Signatur Position
Print Name j,c-Kig-e- ---i H:Air—
Date -u' 7,023
APPEAL OF DIVISION ACTION TO THE BUILUINU bUAKU Ur Mrr�r LO toee ��V VIOUi
(Signature, statement of owner orapplicant, statement of reasons for appeal and filing fees are required.)
��
CASHIER RECEIPT NUMBER: VF�&-<�-' 0�bZ - v�Formsvnodif 07/08/22
P r)',.._R(`T DATA SHEET
Sika° M
Solvent Free, Epoxy Moisture Barrier
PRODUCT DESCRIPTION
Sika® MB is a 2-component, solvent free, low viscosity,
epoxy for use under wood flooring products, self leveling
underlayments, floating floors and other flooring
systems that require protection from subfloor moisture.
USES
• Moisture barrier to help control moisture propagation
in cementitious substrates with a moisture content not
exceeding 6 % by Tramex Method, residual moisture
up to 100 % R.H. or 25 Ib/1,000 ft2/24 h (11.4 kg/92.9m
2/24 h)
• For substrate consolidation on concrete, cement and
gypsum screeds
• Adhesion promoter for old and new adhesive residues
in conjunction with other Sika® products
• Suitable on concrete, cement, self -leveling and gypsum
substrates, OSB, plywood, quarry and terrazzo tiles,
water-soluble adhesive and cutbacks
PRODUCT INFORMATION
CHARACTERISTICS / ADVANTAGES
• Solvent -free (100 % solids)
• Easy roller applied application, low viscosity
• Convenient, easy to mix packaging
• Shorter construction periods
• Excellent penetration and stabilization of the substrate
• Reduction of adhesive consumption
• Suitable for use on floors with radiant heating
• Compatible with SikaBond® wood flooring adhesives,
Sika® Level products
• Can be used below floating floors
APPROVALS/STANDARDS
• Meets ASTM F 3010
Chemical Base
Two component epoxy
Packaging
2.64 gal (10 L) pail
Color
Blue
Shelf Life
24 months from date of production if stored properly in undamaged sealed
containers
Storage Conditions
Store dry at 50-77 `F (10-25'C). Protect from moisture.
Density
69 Ib/ft3 (1.1 kg/1)
TECHNICAL INFORMATION
Product Data Sheet
Sika• V B
iune 2019. Version 01.04
C20512081000000017
1/4
Shore D Hardness
83 (mixed A&B) IASTM D-2240) ' '
Compressive Strength 7 days 10,000 psi (69 MPa) 73 -F (23'Q
50 % R.H.
Permeability to Water Vapor 0.06 g/mz24hour-rrmHG (ASTM E-96)
Service Temperature -40-158 °F (-40-70'Q
APPLICATION INFORMATION
Coverage Coverage per pail
Moisture barrier 250-300 ft= (23.2-27.9 m�)
Adhesion promoter or 40G-450 ft2 (37.2-41.8 m2)
surface consolidator
(Coverage figures do not include allowance for surface profile and porosity or material waste).
Application
Recommended
Results in
Coatings
Moisture barrier only
min. 1
Mirror like finish
Substrate
min. 1
Good penetration
consolidation only
Adhesion promotion
min. 1
Mirror like finish
Moisture barrier+ min.2 Mirror like finish
substrate consolidation
Moisture barrier+ min. 2 Mirror like finish
adhesion promotion
MUST produce a monolithic, pinhole -free finish with a continuous film. The
need for multiple coats is directly related to surface absorption.
Pot Life 50 °F (10 °C)
68 °F (20 °C)
86`F(30-C)
— 60 minutes
— 30 minutes
— 15 minutes
Cure Time 50 -F (10 -Q
18 hours
73 °F (23 -C)
8 hours
86 -F (30 -C)
6 hours
*Minim urn curing time, prior to we liking on primer/or
for applying Sika Bond' or Sika' level.
Application Time Overcoming Application Minimum
Maximum
Time Window*
Sika® MB 8 hours
36 hours
(2nd coat)
*When Sika® MB is left on the substrate for more than
the maximum allowable open time, the surface must
be mechanically prepared (i.e. sanded) solvent wiped
before proceeding.
Product Data Sheet
Sika- MB
June 2019, Version 01.04
020512091000000017
u,d
BUILDING TRUST
2/4
APPLICATION INSTRUCTIONS
SUBSTRATE PREPARATION
• Substrate must be clean, dry, sound and
homogeneous, free from oils, grease, dust, and loose
or friable particles. Paint, laitance, and other poorly
adhering contents must be mechanically removed.
• Substrate must have an open textured surface to allow
Sika® MB to penetrate. (i.e. Blast cleaning, grinding are
considered acceptable means to achevie the desired
surface profile. Acid and chemical etching are not
acceptable).
• At least 50 % of the surface area must be cleared of
residual adhesive and cutbacks. (i.e. by grinding or
mechanical substrate preparation)
• Old cutback can contain asbestos which is dangerous
for the health so do not grind, sand or blast. Refer to
the Resilient Floor Covering Institute's publication
"recommended work practice for removal of resilient
floor coverings" for instruction.
• Minimum substrate compressive strength > 1,160 psi.
Tensile Bond strength > 116 psi at the time Sika® MB is
applied.
• Repair with Sika' Level SkimCoat or Sika Quick" mortar
before priming.
• The floor must be cleaned with an industrial vacuum
prior to installation of the Sika® MB.
• On fiber reinforced concrete, fibers should be flamed
off the surface prior to application of Sika® MB as a
moisture barrier.
• Before overall installation begins, Sika' recommends
the application of several small test patches to
determine primer application requirements and
acceptability of final product performance.
MIXING
• Add one full can of component A to one full can of
component B then mix with an electric drill and mixing
(jiffy Mixer type) paddle at a low speed to reduce air
entrainment (300-400 rpm). Using a paint stick or
similar is not sufficient to mix the primer.
• A minimum mixing time of 3 minutes shall be
observed; mixing shall continue until a homogeneous
mix has been achieved.
• Scrape sides of pail with paint stick or paddle to ensure
all contents are thoroughly mixed together.
• Unmixed material applied to the floor will not cure
properly.
APPLICATION METHOD / TOOLS
Apply Sika® MB uniformly (in 2 directions 90') to the
substrate using a medium nap roller, ensuring that a
continuous coat is achieved over the entire surface
(MUST produce a mirror like finish).
Pour contents of pail onto the floor for best working
time. Attempting to work from the pail will reduce
working time.
When used as a moisture barrier and substrate
consolidation / adhesion promotor, prepare the
Product Data Sheet
Sika- MB
)une 2019, Version 01.04
020512081000000017
substrate mechanically as in accordance with the
guidelines stated in subtitle "Surface Preparation".
Apply the first coat at 10 mils Apply the second coat at
15 mils in accordance with the open time*.
2 coats application: Apply the first coat at 75-115 ftz/gal
Apply the second coat at 150-225 ft2/gal in accordance
with the application time window*. Then follow one of
the option:
• Option 1: Broadcast to refusal with oven dried silica
sand (20/30) on the second coat immediately. Sweep
sand once the epoxy is cured. Apply Sika® Level
products on cured epoxy.
• Option 2: Apply Sika® Level-02 EZ Primer in accordance
with the application time window*. When the primer is
dry, apply Sika® Level products.
'ref. to appliction time in sections above
CLEANING OF TOOLS
• Clean all tools and application equipment with cleaning
solvent (Xylene, MEK are effective).
• Hardened/cured material can only be removed
mechanically.
LIMITATIONS
• Proper coverage must be used to achieve moisture
barrier properties.
• Will not act as a moisture barrier for gypsum screeds.
Gypsum based subfloors are very susceptible to excess
moisture and will be degraded if exposed to excess
moisture from below or above.
• Only protects from moisture coming from below the
concrete.
• Will not prevent hydrostatic pressure.
• Must not be applied to a visibly wet substrate.
• Does not prevent moisture occurring between the
epoxy and the floating floor due to secondary sources
of moisture or acclimation, e.g. water condensation.
• Is not suitable for use with bonded systems due to
possible curing and adhesion problems.
• Sika' recommends the use of Sika' Level products on
top of it.
• Floor covering manufacturer's and Wood flooring
manufacturer's recommendations, like room humidity
levels and wood acclimation requirements should be
strictly followed.
• Sika" does not make any standing recommendations as
to the structural integrity of old adhesive residues or
subflooring materials that are not manufactured by
Sika'.
• When left on the substrate for more than the
maximum allowable open time of 36 hours, prior to
placing the adhesive, the surface must be thoroughly
cleaned and mechanically prepared (i.e. screened
sand) and solvent wiped. Failure to do this, may result
in adhesion problems. For detailed instruction contact
our Technical Service. When used in conjunction with
SikaBond', Sika® MB does not need to be broadcasted
with sand.
�"
r
InUIL
ING TRUST s
1s,ti'
3/4
BASIS OF PRODUCT DATA
LEGAL DISCLAIMER
Results may differ based upon statistical variations
depending upon mixing methods and equipment,
temperature, application methods, test methods, actual
site conditions and curing conditions.
OTHER RESTRICTIONS
See Legal Disclaimer.
ENVIRONMENTAL, HEALTH AND SAFETY
For further information and advice regarding
transportation, handling, storage and disposal of
chemical products, user should refer to the actual Safety
Data Sheets containing physical, environmental,
toxicological and other safety related data. User must
read the current actual Safety Data Sheets before using
any products. In case of an emergency, call CHEMTREC
at 1-800-424-9300, International 703-527-3887.
Sika Corporation
Sika Mexicana S.A. de C.V.
201 Polito Avenue
Carretera Libre Celaya Km. 8.5
Lyndhurst, NJ 07071
Fracc, Industrial Balvanera
Phone:+1-800-933-7452
Corregidora, Queretaro
Pax :+1-201-933-5225
C.P. 76920
usa.sika.com
Phone: 52 442 2385800
Fax 52 442 2250537
Ma
Product Data Sheet
Sika- MB
June 2019, Version 01.04
020512081000000017
• KEEP CONTAINER TIGHTLY CLOSED
• KEEP OUT OF REACH OF CHILDREN
• NOT FOR INTERNAL CONSUMPTION
• FOR -INDUSTRIAL USE ONLY
• FOR PROFESSIONAL USE ONLY
Prior to each use of any product of Sika Corporation, its
subsidiaries or affiliates ("SIKA"), the user must always
read and follow the warnings and instructions on the
product's most current product label, Product Data
Sheet and Safety Data Sheet which are available at
usa.sika.com or by calling SIKA's Technical Service
Department at 1-800-933-7452. Nothing contained in
any SIKA literature or materials relieves the user of the
obligation to read and follow the warnings and
instructions for each SIKA product as set forth in the
current product label, Product Data Sheet and Safety
Data Sheet prior to use of the SIKA product.
SIKA warrants this product for one year from date of
installation to be free from manufacturing defects and
to meet the technical properties on the current Product
Data Sheet if used as directed within the product's shelf
life. User determines suitability of product for intended
use and assumes all risks. User's and/or buyer's sole
remedy shall be limited to the purchase price or
replacement of this product exclusive of any labor costs.
NO OTHER WARRANTIES EXPRESS OR IMPLIED SHALL
APPLY INCLUDING ANY WARRANTY OF
MERCHANTABILITY OR FITNESS FOR A PARTICULAR
PURPOSE. SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL
THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES.
SIKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS
PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT
OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD
BY OTHERS.
Sale of SIKA products are subject to the Terms and
Conditions of Sale which are available at
https://usa.sika.com/en/group/SikaCorp/termsandconditions.htmi
or by calling 1-800-933-7452.
StkaMB-e i US-(06-2019)-1-4.pol
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a
BUILDING TRUST
4/4
MaRTM NO I E N Wi CEO 110
AREA OF DIFFERENCE BETWEEN EXISTING & PROPOSED IMPERVIOUS AREA =
5,062 SF IPROPOSEDI - 3,650 SF (EXISTING) = 1 AQ SO A
A W QMP IS NOT REQUIRED SINCE AREA OF DISTURBED = 1.412 SO FT <5.000 SQ FT
EXISTING IMPERVIOUS AREA
SCALE: 1/32'= 1'-0'
S6Pi0 GP060
.9 OahO A. C
a0 WorNingt4n
#. No. CEG2124
c6mamll�l9 v
N�, FNcm[[nlx0
-F�, GEMR66T DQ.
FOF CAJF"
¢eo1f551µ DU M�ryfF9
8364
VALUATION CALCS.
EXISTING HABITABLE FLOOR AREA:
2,529 SQ FT X WOO = $758,700
EXISTING GARAGE FLOOR AREA:
]Oi SO BY X $150 = 9105,150
EXISTING VALUE:
$963,860
50%OF- EXISTING VALUATION = $431,925
REMODEL EXISTING FLOOR AREA:
2,629 SQ FT X $110 = S278,190
NEW FLOOR AREA (ADDITION):
399 SO FT X $1 T2.00 = $68,628
NEW GARAGE AREA )ADDITION):
O SO FT X$80=$0
^NEW DECK AREA
288 SSQ T X OFTX$2
3 6.50 = $7,632 \
' VALUE OF REMODEL &ADDITION = $359,450 (n,
DEFERRED SUBMITTALS)
PROPOSED IMPERVIOUS AREA
SCALE'. I/32'= I'L"
LEGAL OWNER
DESIGN DATA
PENNETTE &TOM CRONE
CITY: NEW PORT BEACH
USE:
BED
821 BELLIS STREET
NEW PORT BEACH, CA 92660
ZONE: R•1.6000
CONSTRUCTION TYPE:
E (NFPA 130, SPRINKLERED) �\
CONTACT: JEFFREY BENSON (949) 534-2724
CODE: 2019 CRC, 2019,
OCCUPANCY:
Rd/U
LEGAL DESCRIPTION
CDC, 2019, CPC,
2019 CEC, 2019
SETBACKSv[ EASURED FROM FACE OF FiNI5X1:� .
CMC, 2019 BEES,
FRONY`"--
MAPPING ID: LOT: 3T TRACT: 4893
2019 CGBSC, CH.
SIDES•
6'
A.P.N.: 440.032.04
i5HBMC
BEAR-
1.
COUNTY: ORANGE
CITY: NEWPORT BEACH
MAX. SITE
MAXMUM HEIGHT:
24' )FLAT ROOFS)/
AREA: EAST BLUFF
COVERAGE: 60%
29- (SLOPED ROOFS)
SCOPE OF WORK
PROJECT DATA
COVERAGE S LISTED BELOW INCLUDE ALL COVERED PATIOS
COVERED ENTRYWAYS*SITE
, BALCONIES,
EAVES& ROOF OVERHANGS
REMODEL AND ADDITION TO AN EXISTING 2-STORY
LOT SIZE:
9,208.52 SO. FT.
_"--I----__."�-.,-.-.-1"w-_-�-✓��
SINGLE FAMILY RESIDENCE WITH ATTACHED 3-CAR
BUILDABLE AREA:
6,366.67 SQ. FT.
REHABILITATED LANDSCAPE AREA: 1,560 SO.
GARAGE.
MAX. SITE COVEREAGE':
60%
EXISTING SITE COVERAGE': 2,779 SQ. FT = BOA 8%
PROPOSED SITE COVERAGE': 3,521 SO. PT. = 30.23%
JEFFREY JAMES BENSON IS THE D.P.I.R.C. -
EXISTING 1ST FLOOR:
1,529 SQ. FT.
PROPOSED 1ST FLOOR: 1,761 50. FT. 4+232 SQ. FT.)
ME REGISTERED DESIGN PROFESSIONAL IN
EXISTING 2ND FLOOR: _-
_ 1,000 SQ. FT.
PROPOSED 2N0 FLOOR: 1,167SO. Fi. I+i67SO. FT.)
RESPONSIBLE CHARGE SHALL BE RESPONSIBLE FOR
EXISTING HABITABLE AREA:
2,529 50. FT.
PROPOSED HABITABLE AREA: 2,928 SQ. FT. 1+399 SO. FTJ
REVIEWING AND COORDINATING SUBMITTAL
DOCUMENTS PREPARED BY OTHERS, INCLUDING
EXISTING GARAGE:
]01 SQ. FT.
PROPOSED GARAGE: 670 SO. FT. I.31 SO. FT.1
PHASED AND DEFERRED SUBMITTAL ITEMS, FOR
COMPATIBILITY WITH THE DESIGN OF THE BUILDING.
EXISTING TOTAL STRUCTURE:
3,230 SQ. FT.
PROPOSED TOTAL STRUCTURE: 3,598 SO. BY. I+368 SQ. FT.)
1. SOUND ATTENUATION DESIGN FOR HVAC
EQUIPMENT PER ART STD. 275. SOUND LEVEL NOT
TO EXCEED 50 BSA 155 DEA WITH A TIMER; 66 DBA
WITH A TIMER AND NEIGHBOR'S CONSENT) PER
SECTION i026.045 OF THE NBMC. LOCATION OF
MEASUREMENTS TO BE AT ADJACENT PROPERTY
PATIO OR OPENING. PLANS MUST BE SUBMITTED
PRIOR TO THE INSTALLATION OF EQUIPMENT,
PLUMBING, AND ELECTRICAL SYSTEMS.
2. STRUCTURAL DESIGN, SPECIFICATIONS AND
DETAILS OF SPIRAL STAIR.
S.� OBTAIN FIRE SPRINKLER PERMIT PRIOR TO CALLING
FOR ROOF SHEATHING INSPECTION.
ALL DEFERRED SUBMITTALS TO BE REVIEWED BY
PROJECT ARCHITECT OR ENGINEER OF RECORD AND
CERTIFIED PRIOR TO SUBMITTAL FOR PLAN CHECK OR
APPROVAL BY THE CITY.
SHEET INDEX
T-1
TITLE SHEET & NOTES
ON-1
GENERAL NOTES
ON-2
CAL GREEN NOTES
A-1
SITE/ORAINAGE ALTERATION PLAN
A-2
AS -BUILT FIRST FLOOR PLAN
A-3
AS -BUILT SECOND FLOOR PLAN
A4
AS -BUILT ELEVATIONS
A-5
AS -BUILT ELEVATIONS
A-6
AS -BUILT ROOF PLAN
A-T
FIRST FLOOR PLAN
A-S
SECOND FLOOR PLAN
A-9
EXTERIOR ELEVATIONS
A-10
EXTERIOR ELEVATIONS
A-11
BUILDING SECTIONS
A-12
BUILDING SECTIONS
Ada
FIRST FLOOR ELECTRICAL PLAN
A-14
SECOND FLOOR ELECTRICAL PLAN
A-15
FIRST FLOOR REFLECTED CEILING PLAN
A-16
SECOND FLOOR REFLECTED CEILING PLAN
A-17
INTERIOR ELEVATIONS
A -is
INTERIOR ELEVATIONS
A-19
ROOF PLAN
D I
ARCHITECTURAL DETAILS
D-2
ARCHITECTURAL DETAILS
D-3
ARCHITECTURAL DETAILS
04
ARCHITECTURAL DETAILS
D-5
ARCHITECTURAL DETAILS
SCH
SCHEDULES
T-24.1
TITLE 24 ENERGY CALCULATIONS
T-24.2
TITLE 24 ENERGY CALCULATIONS
SN.1
STRUCTURAL NOTES & DETAILS
SN2
STRUCTURAL NOTES & DETAIL
SH.3
STRUCTURAL NOTES
S-1.1
FOUNDATION PLAN
S-2.1
SECOND FLOOR FRAMING PLAN
5.3.1
ROOF FRAMING PLAN
BOA
STRUCTURAL DETAILS
STRUCTURAL DETAILS
WSWHI'
STRONG -WALL ANCHORAGE DETAILS
's Wl
WSWH FRAMING DETAILS
STEEL
Sa
STROLL
STEEL STRONG -WALL ANCHORAGE DETAILS
($S�W'4\
/-'�Ci/' �
STEEL STRONG -WALL PORTAL SYSTEM
DETAILS
FRAMING DETAILS
FRAMIN
TSA TOPOGRAPHIC SURVEY
CONSULTANTS
SURVEYOR_
GEOTECHNICAL ENGINEER:
RON MIEDEMA L.S. 4653
EGA CONSULTANTS, INC.
23Oi6 LAKE FOREST DRIVE, 04M 375-C MONTE VISTA AVE.
LACUNA HILLS, CA 92653
COSTA MESA, CA 92627
(949)858.2924
(949)642.9309
T•24 ENERGY CALCULATIONS:
STRUCTURAL ENGINEER:
RICK MAURER TITLE 24 INC.
R.M. VOLPE & ASSOCIATES
7544 E SADDLEHILL TRAIL
24911 OVERLAND DRIVE
ORANGE, CA 92869
LACUNA HILLS, CA 92653
1714)]71-i507
194913054700
NOTES
I. ME GENERAL CONTRACTOR AND EACH SUBCONTRACTOR
SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS
BEFORE STARTING WORK. THE ARCHITECT OF RECORD SHALL
BE NOTIFIED OF ANY DISCREPANCY.
2. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION.
3. COUNTY/CITY GRADING ENGINEER SHALL BE CONTACTED,
PRIOR TO START OF GRADING, TO SCHEDULE A PRE -GRADING
MEETING.
4. REFER TO SOILS REPORT BY EGA CONSULTANTS, INC. FOR
GRADING REQUIREMENTS.
5. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY
TO HAVE GRADING, COMPACTION, BACK FILLING, FOOTING,
AND UTILITY INSPECTIONS COMPLETED PRIOR TO BEGINNING
OF NEXT PHASE OF CONSTRUCTION.
6. SD&ARCH JOB SIGN TO BE DISPLAYED ON CONSTRUCTION
FENCE.
T. REFER TO GRADING ALTERATION PLAN ON A•1 FOR
ADDITIONAL INFORMATION.
B. AT JOB CLOSE OUT THE GENERAL CONTRACTOR MUST TEST
IOR
a PATIO
THIN 3
4 FT.
TOP
OF
LAND
FROM
10. DEFERRED SUBMITTALS TO BE REVIEWED BY vxVacc:
ARCHITECT PRIOR TO SUBMITTAL.
11. GENERAL CONTRACTOR SHALL CONTACT DIGALERT (CALL
$111 PRIOR TO ANY DIGGING.
12. A CAL -OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER
MAN 5' AND FOR SHORING AND UNDERPINNING.
CONTRACTOR TO PROVIDE A COPY OF OSHA PERMIT. )
13. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR
ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY
14. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT
INSPECTION IS REQUIRED BEFORE ME BUILDING
DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF `
PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE f
EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS
DAMAGED, NEW CONCRETE SIDEWALK, CURB AND GUTTER, e
AND ALLEY/STREET PAVEMENT WILL BE REQUIRED. i
ADDITIONALLY, IF EXISTING UTILITIES INFRASTRUCTURE ARE p
DEEMED SUBSTANDARD, A NEW 1-INCH WATER SERVICE,
WATER METER BOX, SEWER LATERAL AND/OR CLEANOUT
WITH BOX AND LID WILL BE REQUIRED. II OF THE COST s
SHALL BE BORNE BY THE PROPERTY OWNER (MUNICIPAL y
CODES 14.24.020 AND 14.08.030). SAID DETERMINATION AND g
THE EXTENT OF THE REPAIR WORK SMALL BE MADE AT THE c
DISCRETION OF THE PUBLIC WORKS INSPECTOR. _
CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE PUBLIC 3
RIGHT OF WAY AT ALL TIMES DURING THE CONSTRUCTION
PROJECT. A STOP WORK NOTICE MAY BE ISSUED FOR ANY a
DAMAGE OR UNMAINTAINED PORTION OF THE PUBLIC RIGHT
OF WAY.
15. AN ENCROACHMENT AGREEMENT 15 REQUIRED FOR ALL
NONSTANDARD IMPROVEMENTS WITHIN THE PUBLIC RIGHT
OF WAY. ALL NON-STANDARD IMPROVEMENTS SHALL COMPLY
WITH CITY COUNCIL POLICY L-6.
16. ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY
SHALL BE PERFORMED BY A C-34 LICENSED PIPELINE
CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING
CONTRACTOR.
i]. ALL WORK RELATED TO WASTEWATER IN THE PUBLIC
RIGHT-OF-WAY SHALL BE PERFORMED BY A C•42 LICENSED
SANITATION SEWER CONTRACTOR OR AN A LICENSED -_
GENERAL ENGINEERING CONTRACTOR.
18. ME MAXIMUM TIME TO COMPLETE CONSTRUCTION ON A _-
PROJECT 1S LIMITED TO THREE YEARS FROM THE DATE OF
ME PERMIT FOR ALL PERMITS ISSUED AFTER AUGUST 21, -
//'''' 2019 AS REQUIRED BY N.B.M.C. SECTION IB.M.095.
)19, THERE SHALL BE NO FACILITIES USED FOR FOOD _
\) PREPARATION WITHIN OR BE USED FOR RESIDENTIAL -
PURPOSES SEPARATELY OR INDEPENDENTLY FROM _
OCCUPANTS OF THE PRINCIPAL STRUCTURE.
20.E FENCES, HEDGES, WALLS, RETAINING WALLS, GUARDRAILS,
\ AND HANDRAILS OR ANY COMBINATION THEREOF SHALL NOT
-- EXCEED 42 INCHES FROM EXISTING GRADE BEFORE -
CONSTRUCTION WITHIN ME REQUIRED FRONT SETBACK
"DO NOT BCALE OBAWINGS.
VICINITY MAP
DATE
REVISION
Ens
REVISION
REVISION'.
REVISION:
JOB K'. 20-037
J3
APPLICATION INFORMATION
MdNdN,
Caw¢nmpol
ESY3cOtPD3.3-EI9mv1
MM1obn rgnortrm
p,mr
vrfa¢mmoAaalw
4B3-pMIPI3]3i18mr)
APPO¢tkn PammmeMN PeubM
wWn
mint
MbwlRe Xnl,
i rmonsrebaNlesaNv
wnieras
[=sollaadcnomra
min.l
BAnepneuatlon
Ptlneslnn prmm n
only
min.l
MlnorlNeflWn
Mamure mend..
eubstnte[arildm
mm.z
Mlwwllmnnxn
MOMun baMar.
mM.3
Mlno-IIb1bNM1
MUST pradu[e amonolRM1l[, plMokAree flrkn was ammption Dm.The
opera ..'Morro man Ida dhM1e refined NfudamebwryKn,
pN ft SB'F o'C -dr.
mi¢o.Ll -nnMmm
B res'LI -ssnlbNa
COreTme Vp V00'CI Iam-
]3TIx3'CI Blnwa
.1 T(30'CI .lope
Appx¢Ibalbnp pu[o.WyppllmNm MnbnMn v M.W-
TIm ww
Ba•MB OMws 36Fwrs
APPLICATION INSTRUCTIONS
SUfl51MR MFDAMPOH
mbeawnmerbadmM1r es ®Nemm�nM1tlrc
.I.,-NCo. A suMale'III-Nommum'.
PPpN me Na and a t ID mth Apply Me eemaa wan at
15 mile In armMaare vAm one rpm tlme'.
lmNapebabn: Apply one grsl manag )S-IISR•/yal
BApply Me aaand mad At 1.11 a4Nl Mm verrds.
n gM aPatl=,, Man winaox•. rnm mllau ana If
Meopnm:
•9Pa };Beare.. to refuugMM mewdore In.
Alana On".) on meeemne vat lmti't'N swp
ne aneegMepsYlsomesi AppWgb•gne e
portend an caner I".
...Ai, done I- her .1 to adm¢ In
wM one ePpJtlw if- too-'. Wnen me pamern
inn. merry aNed paauN.
Door marngs' Far lnNrvNon.
Crow all foe I"apo"k,b adepmem ran[kanlrg
Mlnlmum Istnt, mmWdsor" Aergrb> fors psi.
soNenr(Xylenq MEX are effMXel.
..air one NreneM a III pro It time 5lb•MB Is
Haraenea/amea ma4r's.-I only he nmorttl
D¢rybrNiM fie' Leo SMmCad or gloaukF' manor
metllaMrally.
Th note mint M adandan ddMmI rammx
UMRATIONS
pen, ml"el...... are 9G•Me.
proper mveraa mast be thane N addenda mdsw¢
On nhvadnfar[N [amrele, gbe¢ grams ae Blood
'rdarpopNn.
oN th n:rhre qbr noapplranbnof slka• Maas a
Wlp rounds A Nmttm ba rin 3ypUmuveeN.
mlimm baMen.
6rymm hash wbflmrs arefiery --Pa.. to erwss
.elm. naerzll AaGl.d. hums Nor. mm¢Ms
m[ twe ana will W eeereaM D eapmed to ee¢ss
in, 'Pew ian of spread wall test pnes mto
..a-fr.mrcbw a, area
reporter pdmerapuptin requlramens and
.poly pde[e DmWrew from dscAMg gram help, one
aaepbbYlry, of Mal AmAAt per. -.A-.
more .
• Add one 1,11 ad nth mmponent A to one lull inn of
rompropeat B 1Mn mYcairn an elemlz I ml mtl mono
lift Paper we, pool, al a bw apnea to Nate airea113B}4W IF:) Marm I .III may or
Arout is not suffir onAv ibe dome,
A Adeaf3mnurersnallbe
obnmna mNlne Meg.name until. I .... e NMA
mrana=andiMeaee.
5¢ece aaezef Pat l wM mint arm an paddle menwm
NI armed are MnwghN.Ned together.
• Unmlesa ma¢dal mrdlea to the flao,wIn ml re
Pmmy.
AP...MEENOO(]Ctl15
Ai Ia.'AM saffron, (In x alren'mz eT) An the
ye a mNbm nap mlle, strm that
zu Iz aAM user
IN dapozdaer
Mbsi proM[e A mint, Do MR).
1.. .1 roll anon No Rwr Ina hen wolXing
ante. Altempling an wahbwn the Pau III oeau,e
ard .....
W hen tine az a .."I'm
haM.. ads "....
e
znnwlldiI d1haden pmrrowen prepare the
Pines -on
BASIS OF PRODUCT DATA
LEGAL DISCLAIMER
.dam. I, oil. be. up on Nadifid mdaemr
• REPPoMAINFP mMMo`4O5Ep
aepmdlan upm mods meMMa and.1nappena,
• KEEP Mn OF NFACN OF WLONEN
monversher,appliaaa.n...a s, bstnNxnI, actual
•NOFIOAINIEBIML COHSUMIIIOX
site ewaltbnr antl [III,-date.,
-MRINOIIS MU%IX
•MR.oFESl1 UK MY
OTHER RESTRICTIONS
eeah mday, of ramrea e nr nMma, err
see nand 6a[mmn,
mEnelaNy wamlde, rgass- L the user -Nalwaye
mad ma.lbw nap waMngr ana gmm,Npm m oe
ENVIRONMENTA4 HEALTH ANBSAFETY
PmrmiAlmrt mat
M.a,Nodmd--in
gets 1. I,
Sheet aid adds,getsto
Farftmeion.
tlonaMrrom..
a.rna.mt deeVawMNarervalkNeae
by railingSU,ary x Tnhnlral5mare
he IF1
nnsp.ldrear
ageaM6Zorpho
at
am--brantlJ#93armand NonnrngIan-1In
-sho relermNeanml safety
pred,proto1
arappon ewamrelane
"MovitaAxmd1
pMrReLemr,anmemal,
wGecul
11 and
road nd UWalreelhrvurysand
the
obngaamarNo..
olm.,
mad aired aabry Mathap.. XsnmuN
1hMn
ddre ex A
sump Mabe
am lw sand,
[sae Xarunem Nal
dam mender WUSn¢m Mine uzlrtg
Manaaduala
rrmLpv0-hoaL Pmatn
rep
rry pmetN ssaanemvgw
t- eaenantl5ahry
Daaasheet pdormpeedme SlXawoau[g.
,.A,MIPEc
. }ew4za-sum. mrwnatlnano}sv-3egx.
slP rerearh m1eW
mhen¢rmm manna[Wone edMsads
ad.Na.he finds. it
oan-,I me
drpnaprnanel
innmania1read appaaman
.-111 tads ae lmma wlmm me paamrr Mdr
Mpure.tleterminr wuahNnolpmatN ranntentlM
cane MerppneNr ode
shin berenmtr.
prip,a
mMv ,Rail he rM¢a m Me PBMam Ma.,
Par or
in Pfi¢mena of tens pMutt..P.e of ads Raba dada.
VME. WARRP ElP Me U.N.R99Wt
®proar..
APPLY INOLWWG ANV WMRArnV OF
n. ato
MFl1OM .II OR.. FOR AMRMVIAR
pumVSE 1. 3gNtL Nm Re. Woo[RAmLEG.LL
ant. I. FORT M... PoniNEUSE OF nar
_•.
PNoouRCal AM NM W INFRINGE M AM PAT
�i
. Any OMNINTEOECIWLPMPa. PIfiNRNEW
are 0711
.1. in Sand woamn are suhlM 1. me nrme and
it
GMxWna d".wI.. are ..task al
mmt.tmmn
nnPe:INaska.min/m/w=hlbrmP/getmunaamemane.Mnl
4 /4
alsollw Im1953V.1
Id. PeaiA...m um denuly Abarbwrd IMnF) antl nwaemii pl3wmd-ad b.. w.1.10
troy plain, giber -ply wM bw fwm.a.lryde mnleelun NMo. as and mMr b T.M. 4.504.5
belf-I4.5:ri
FOXMALIIMME umas,
M=Wum kam.WM tle EmleWom In Parer w MMion
PRODUCT
MMn
Hartlxw] Volpe mre
WNxmtl tlmn mile arm
ors)
005
Pd
ands
o00
phyra
M.tlN. tlmei Dr.
OR Ids dealing fiWMBN
0,13
a Oldenma«a. w..mam..tmamumm. aAa:ml~ mdm.,�,. pm:em.
15. AI dud ana her rdatee air ekldbunnn -1-1 oPeninw arms be ....it NN tape. paau[,
dcet mebl or doe, Me"s zalNaMe to Me bnileing Insrearc to rectum Me amount or wales, and
ens aebaq arruch may emerfl a ayedm wni Anal abnupartna HVAC embumwL N.Nmf
16, B.M . eaMutl to. snail be ENERGY STAR mmlMbm and be d.d lO ar-Ims. round. 9m
buttlblg. Unleee Nnctbnbg As crmpaem at where Iwuw ventltatbn splem, tans nowt Per
wanmlktl by a grandam antral ®pabk at vdNddMwt Iren'reer. a reMtrve numWln,vine of Iles Iran
M equalb 50%b maximum Bo%. (4.506.11
n. Dud ayshmro am aaaa. designed and a agromnab sdabe usMa Me bnaw'up mattes (odor ):
a. E Mbfsn beat has also find gain retain am ding to NJ56ACCA 2 Menus) J-afflyI eebed l
Load Cdcub im). ASHRAE nendMob or pp eel design mflwm or mOho s.
I. area dust In.. ..ad, to ANSIMCG 1 Manual U-Nat (Byrd.. Dart $lt-m ).
ABHHAE nanspooke m ogner putvalenl demon Wgwan or Amgod.
NAM Megng and wooly puipment moppo g b ANBVACCA 3 Mandel 53814 UANNN AN
Equlpmenl Boledtm) or other pmvdenl d Jon splM'are or meMMm
Inelaller and SmNal lnsaagar Ouallflgllons
18. HVAC 9yabm Msbllam Mail In Lalmd and u W Or work uneer erred aupervLskn of UNmd and
.Mid In9nlbn In Ma proper NANL M of HVAC ryafem9.(7021)
19, HVAC spadd impedom main be qualMae .,it add to or... mmfmtenm to Ina elsddlne than,
are Aspedng. (Mul
DODDm.naurn.
20. M aceranun ads M.Hsn tom. -I, CDn rze0.6ieN rdarwm or OMw ppmved roam. shop Fe
tamvltled by tore Wueer b Me bidding amupwt w owmc at the Mal wradlm. It shall Aduee
We.abonal:em.Mrenanm Mawdlpn aAw avulpmmf am appdanroa. (4A1o.1)
21..-..Ron Mar be p.. 1. mer Md Amsn make.. uAdd comply aids VOC life. As ml
fa Tades4.501.1.4.5 .2,64.swa (open )
22 oxwnenlelNm Mail be pwleed In veM, Min compeite wind pMllda urea ..Me In
lolmamM}tle lMik ea selraM In Tadea 4.5W,s(ditro .1)
23. document vion wnbh ....a-. wIM CAL Grwn soda trcludn9 -. lion eowmeno.
aMnrinn'I speed or MMd r [w im, andIvm n moats ads Me wrMMflm all b
ride CP1 Oran Oovwnenlamin C¢ndianm Cet Mn Iwm (City form) P maulrbe b by, su[mllwd b
Ina Bureirg lnapew peorgonrel GvnAng lnelr6alim. (TDa1)
PRODUCT DATA SHEET
Sika® MB
Solvent Free, Epoxy Moisture Barrier
PRODUCTDESCRIMON
CHARACTERISTICS/ADVANTAGES
Slb•MBIsa Hampanent.idvenlha, bwduNly,
mMnFfine flm" solids)
epary faros. damwma flooring p.Mae, ang"Inng
Emy.Der adders apdkbim, Ima-am"
mod I. nrennd. flmwg Avers A nit dbbe,
.....A, raI, to I."agor,
a35¢w that regdre prwamm, Nom ndlwr mwsnre.
• Iran.mmrmnmnce,.,a
tlwmmnnre
'"mtmo
USES
wademp-ro iiamnards.
Sunrorn lamre an be.rs thereat f rot l
urtnaniart for, mahtmepm n
•_rdMAdmszubnderaywona
EammtlMe wxn saaoona•waotl nwdne aenerlves.
I- .,an of.,
mplAWre¢ntwrnm
`Ib•d
I. e% by Tnmea MAM1M,reelaualmd
paid Ml-u
anbemN helve Dmnngflwrs
.A An
Morgan
.A An IW %n.H. an el W/4WJflr/34 n(IlApp/9L9m
var.1
APPROVALS/STANDARDS
Iranian maJdwssar, .-are .-.old
AAtlnbtp Mmotalw admdo- aareave reaMme
•Meeb [SIMF3pN
n wxn. rVitro MdNcd
suNbk on -,date,. -at, Sd nexpagano gypsum
subslmles. GSB,pMvrca, quarryandtemnpxks.
walwsommeatlnuManaMW'ks
PRODUCTINFORWTION
ereml¢i m. ova arum.i apple
ga"+pn zw 0(10 Q No
raw dam.
.1. 34 months From H¢ of plasmas= If PrmpeM A nMamagwl redea
mre t
swageranluom sry , ael
11. q. Prmma win_pmry
Batley M air0.1 tarn
TECHNICAL INFORMATION
.DMNlms ]tlays
mmM.�_�- __ uazMozzml
ranpwsslreSbryM ]man
3ogX1IrH_ Sr(n21
ader
Pa,meahwzymv3Mwv p• oaypon'241pro-rosin4
wild Esa)
SMw Teupenlure J 15e'Fned-m-C)
C. PLhN9 . awl., and doulb anau era mmpbnt van von orywm cam W nial ands W ♦tw'"i
IMninianb d.SMlwTabk 4.5W.E 14.504.2.11 N
ADHKZVOC "UnIs
Mra l'weme w.6" {
nee A We., And Lsea EXemp Comwwae nu
CMRECiORK pPppCAT ONB VCCLMn
IndwrmmNetlMeWea T 50
13. Palos, a.are, ads dbar wWered MBA era mmpllenl on VOC ads plow beer -,Mdd1 N.. wl
kM In Teo. 4.5134.3. N.MAPC)
CITY OF NEWPORT BEACH
COMMUNITY DEVELOPMENT DEPARTMENT
BNLDINC DIVISION
tW CMU Canada, dive ) P.O. Boa 17M I NirvpM Bwcn. CA 928Sibgls
vnonbex^_ow UFCU 644_3R00
2019 CALGREEN -RESIDENTIAL
IS...
1. 2019 CMIIOMa Grwn BU din, SUmmm9 CWa ICGI Is epgkabb k ale flax and anal bulMlrps,
Induding bN rid amiW 0, proodurgn apmMenl Dupe, cOntlgniNumu. Iw1Ma, antl plow 1ym9 OI
dwxl0nns mn.11@y eI%xMM xrommdeeume Min or diNval mmmm NRMs or asking fedlxle9
regalabd by 1. 13epadra l of Nation and CmmmaW rF d Ni (nri (NBMC 15.11.010.
Cut NdMd. 101.3113R
2. .1. CeMr. Green Building SraMerde GAe (Cal h ePpll . b add.. Or INmgIne Of
.4aft mdewxy buuebge spare Nit adN or exenxM madams Me roffiega mnailbnea
eea, ,dome, w don IF. mandr mok nApril apply ply b anNm whin Nit P'd. area for Me
al..reg.re .. (301.1.1)
Entirely EIA[Mncv
a Naaaaw erne twO rung, ewalM9a ads ..I- wXn etbnned wale gami Ahot hsml a If..
mMl 1 Insh InsNe dto.anM mcaway to asvmmctlale a damaged NW240 vdl mmacn IMPAL
NAW.4.1)
. TM reari Most Od9Nale .11. mdn.. an dard arld wa krmb.k in to Roger cednd.
box ,¢amb -In dam goXlmXy ed Ne pmwmd bcagon plan EV.hw r.
b. flat a.. Pa Y car9Ubpewl snag pmNds c wRy b aM A a mkimum 40 ampne dedicatedgran. smug via A,-...farwght., a e hearten arcing...-nl p..In. rev ,
O
TM .M. pmel w ..bawl drag ageamy snmi magi, Me meraunem ..it. d.vk..
edamreron har... EV MmgbO a.'EV CAPABLE'
d. The we yterminN l llOnmoll bed am lly ads Mill maMW as'EV CAPABLE.'
Malachi ComNmp Bon Mind Resources ERIG.n ng
4. Mnular spaces amund piano ebdnc obka Wntlulb or door apwdpa In Ws)[ ono pkgm el
pvlmi. walls ..It M on. ap,net Me pamallo or rWenle by dining mdn peons. our
memmwnr tt4lnan meepm «lMrAlmllar meAW (4405.)
S Counde ands, Or am dry. son. benMLse bed, to recyd6 ane(ar dillA A As or on on d 05% of Me
nonbaaeNom mnabudbn and eamdidon wrote. (4A1(iT Call
Water ERlckncyaDo ConaervaRon
5. New mabenlul eeveapnange AF ll annpW wlln Clya watwemremlaMcrew ordnanro.(Cantu,
NBMC 14.1])
T Plumbing OMms and AMlga thal cwnptywMft MMwlp(6303.1):
FlYNRETYPE NAYIRIUM FLOW - .8MTE
Bind snmea 1.8 Be day
Maine .STawerMaes Mx nb W19
R M nUM removal Fag 1.2 m I 50 Bue
Pammm ana PubMwalav FeLmis 115werrill
KMTwl Falmk 18 man day g0 Me
M.1n F.m 0.3 Mm r mmhmn
Wdc Cbwb 120 elbrsXlusM1t
Wnll Noumea Umal n125 IlmsIAUM
AI OtherTvwe 0 CARP as gdleal
`Nrandrare wat mvau,mwsnarrw.nw:+.araPa.,.r.r...i..,:.t.ee.amaenrnnmawaauw
a. wm.rmm.m=m...«.wirwmn.�amma
EnWmnmBnfalEnWmnmengl Oud�
g, Mo'oWre .Mad of bWMlp memdal... In wan old flaw NNIN, Is ampkee ad- en eaeun
aaaadin, as one of No IdMMng(A.,31'.
a. Mason =War moll be ddmmdad aids Mnw A pmbal3pe Or codadiyp =Wum minor.
Equtvahad mdsbre vmgimrbn Mo.. may be Mandol by Me edmdrg .9.1 ads sill
.I.yaequlnmenblwrd in Satan 1010IX NM map.
b. .....him anal be UMen d a pdnt 2 feet (619 mml m 4 fed (1219 na l rmn Me ands
dumped mid o1mU piano 0 M ve0ed.
I. A meal 9nw mntlam mdslum ma6p9 sMl be p.f.W on wall dads sox one lnp.0
tkmmBnmrm awlvdmA As No aff=M dam, plmAdee A theOlson of on lord, -Me
wdl ads Am bemNp.
e. Awaml pffi ads wvlAg9 " mad 9re Pr u6mao MIR 18n14 for ROC In Section
MIUMpa1(21 eve inner Prue mgarremerrk in sages¢9tfoor 111 and (full) d oe Cagkmw Coed
Hegaldkns. Tile t], mmmendrlp wit Sed4m 96520. (4.594.23)
19. Carps) and oryd splems sndl [e mmplleN WM doe mlmwlng (Annular 3):
a. Caryl And Rp upsouk's Gmw l®`wI PGS PnAr .
b. Celgrmb Ga.drlrem a l'r F9r Health Sg[irl•aom Ot350.
preparing Inid No Cads) bvd
it 3tledo. CeD,.As Sysmms Indoor PtlorNarm^' Gooks
11, Minimum W%ndoor area rewrv'w9..ilknl MMpahad comply with ono of 8n bMwirg (4 mar a):
a. VOC mnwkn Nepal dented In Me GdIBbMve Iw Hon Pedwmanm $[raid (CHPGI High
Pafmmanm Pmeucl..Ms..
b. Pl .s mrMed under lR GREFNGUARO Gap.
a. ....,it. tors .111.. 1. Cmernp $.We (RFCB Flmr6aoe Pm9nm.
an Gelumle 0epemmenl Al PRAM Nit.. Spa.. o135a
E
ou
Is `3 a N c
It
In
In F$ ¢
per
p Axe
N . P of
Z
W
'.W1
tl
DATE'
REVISION: 2 P�'mMMFxts
REVISION:
REVISION.
REVISION:
JOB IF:2 037
QNo2
GARAGE
_ I oa ac -
- Q^n L — — — — --
LAUNDRY
I
BATH I
I
ra ac
ENTRY
LIVING ROOM
FAMILY ROOM
ni ac KITCHEN
STUDY IININ�G ROOM ,. ea ac
zu cm
I
I
i
WALL LEGEND
EXISTING WALL
TO REMAIN
- - EXISTING WALL
TO BE DEMOLISHED
DEMO NOTES:
1. TEMPORARILY SNORE & SUPPORT
THE EXISTING STRUCTURE & ROOF
FRAMING. AS NEEDED.
2. CAP ALL UTILITY AND DRAIN LINES
AFTER DEMO. AS NEEDED.
1
PFlOJECT NJMH
N
%AS-BUILT/DEMO FIRST FLOOR PLAN C SCALE: 1/4• -0-
Q
0 J
D
a
00 UQ
I
DATE:
REVISION: I occu+u:xis
REVISION:
REVISION:
REVISION:
JOB #: 2mv
OD��c$
Qo2
A
C
A-2'
_
I? p
s' 37"
'E" 3'-O' 8
24 1 IS'
3' D" 8
y
1'4' 1
LET 20'- 2.,
UP
3R
q
4
fW-C MIN. CLEAR REQ.)
T-q'
j
-'
f-
CSECONE
D.S.
®
. .
DCATIONOFOR
OF
SECOND FLOOR
_O �
3 -3
NEW ELEC.
ABOVE
NEW WRAP-
PORCH
PANEL;
Z014TRACTOR
O
=
AROUND
I VERIFY SRE 6
GARAGE
�
_
LOC'N
m
CAL EDISON
PRIORTO
PROVIDE I LAYER S/8"tYPE
SJ
<
J
U
II a
)
i'-0"
a
~
ATI
INSTALLATION
BUNG AND LAYER
ALLS
4 4'-416' 04
8'-8 8'-38" 3'-il
16
8•-0••
a
G
MD AC
o L —
SHADED FLOOR AREA INDICATES
U
PROP OSED ADDRION TO
EXISTING CONDRIONED SPACE
-
'--'
Q" e❑
`F_'
m-
LI
a
(CONVERTED FROM GARAGE)
3'-0"
REFER UNDER -FLOOR
All
- 1
� I4EWWAT WALL
ENTRY
A7
VENTILATION NOTES
-
ER
R HEATERS VENTED
VENTEO IO
FAUI
4
p{T
3R
3R
THE EXTERIORTS
O DE WA„ OF GARAGE:
SIN DOVE FF. E:
MIN. 4'DIA. LAUNDRY EXHAUST EA
DUCT. PROVIDE POWER NDICATES PROP SED o-4
TYP.
MIN.t48RL
-
- VENTILATOR
ADDITION TO EASING
O
R /
EXIST'G ELEC.
PANEL TO BE
RELOCATED
11'-6" 4'-I I" Z-6" 2'-'
W/0 - - - -
CONDITIONED SPACE
-CRAWL SPACE#3
mJ
STACK
MEWALL MINE 116'IE% 11
_m
m-F
24
/
STORAGE W
O
ill,
3' 0"
2' 6"
M w 1 n
P.lie
u❑
�- ,,,
U D YI
UP 13S @
6_84"EAY
Q RO M
/
-
Q
BATH 1
o
ART WALL EXISi'G
-
3 4
FIREPLACE
-
ENCLOSED AREAS
UNDER STAIR SHALL
3'- 4
o-s i0 REMAIN
8- ]'S" BI
J
OI
HAVETHE WALLS ANO
$
]q,
'
-
UNDERSIDE OF THE
-
°t
❑i
Q STAIR PROTECTED WITH
O 5/6 TYPE K GYPSUM
BOARD
MWDIL-
42"
- 41"
,31m
1' D"
/
PeumV
RAWL SPACE C4_
FAMILY SINGLE DISGSINK ..,,�.��., UDI"I"MG 4- STEM 2W�ALL: MIN.
ROOM EDROOM I rIM ILW❑° ABV, n 8-CRAW
EXIST PACE
IBCR KITCHEN CRAWLSPACE
qq L_ bw 12 ACCESS
i� INDICATTES PROPOSED AIR L
-- ADDITION TO EXISTING I SWITCH 48" I
N ❑ CONDITIONED SPACE RANGE p° BI
o HOOD
ABV.
WALL PANEL i w 5 N o3 KITCHEN r UP n /
ECOSMART o-s SIM. o-° m 3R v
XL700 m _.. O' 4 D
UHAN FIRE COVERED __- e� TYP. -
PATIO -IN MASONRY
MASONRY BA Ud
&BA CK WALL-
J 6-1 01q" 5'- ]-BA I-]. c ABV. ABV. 4• m 5-42 S-"' D. 1 {y
6._0 WALL PANEL 26-I I 4 I I'- "
S.Y.S.e. OUTLINE OF SECOND UP CRAWLSPACE#2 4 UNDER -FLOOR VENT,
FLOORDE SECOND
3R ACCESS THROUGH o-4 TYP. REFER UNDER -FLOOR
(E) STEM WALL MIN. UNDER -FLOOR
PLANTER 16 X 24^ VENTILATION NOTES BUILT IN WOOD
I-0 BACKREST
/
"a g•- e. 8- B . I t DECK BENCH /
RAINS
-IN---- 9 d 6- &6 6 THROUGH 2XDDECKING) CRACCESSCE
p eUlli It
IN Rn�'. C pi THROUGH
3 MASONRY " STEM WAIL
f' A-11 A-12 _r MIN. 16"X24"
y EBACNCH WITH /
FLOOR RAN NOT SEE BACKREST NEW /
FLOOR PLAN NOTE#I, FIRE 1
3R PLANER / /
p`L PLANTER BBQ
i
BAR I /
4._10 2 O.. 2 B. 6' W 15_44
E.G! NORTH
432 N
iFIRST FLOOR PLAN SCALE: 1/4'=1'-0
FLOOR PLAN LEGEND
NEW GARAGE
AREA
NEW HABITABLE
AREA
WINDOW TAG;
❑° REFER TO WINDOW
SCHEDULE, SCH
O DOOR TAG;
REFER TO DOOR
SCHEDULE, SCH
WALL LEGEND
EXISTING WALL
TO REMAIN
EXISTING WALL
TO BE DEMOLISHED
- NEW WALLANFILL
FLOOR PLAN NOTES
1. SPIRAL STAIRWAYS SHALL COMPLY WITH THE
FOLLOWING REQUIREMENTS (R311.7.10.1):
A. MAXIMUM RISE OF 9-1M- AND MINIMUM RUN
(TREAD) OF 6.75" AT 12" FROM NARROW EDGE
S. MINIMUM CLEAR WIDTH OF 26"
N� C. MINIMUM HEADROOM OF 6'-6"
2. FOLLOWING DEMOLITION, CONTRACTOR TO
PROVIDE A SIKAV MS EPDXY SEALANT CAPILLARY
BREAK AT THE TOP OF THE EXISTING SLAS AREAS
OF THE LAUNDRY & STORAGE ROOM THAT WERE
CONVERTED FROM THE EXISTING GARAGE. REFER
TO SHEETT-1 FOR THE APPROVED AM&M FORM.
SEE ALSO THE SIKAS MD SPEC SHEET AND
INSTALLATION INSTRUCTIONS ON SHEET GN-2.
UNDER —FLOOR
VENTILATION NOTES
ATTIC VENTILATION
CHART
NEW
�o¢u5
d
UNDER-
N
z�
oom
p135
FLOOR
�^
���
Uyt
v 4N
&F
wF�
n�
LOCATION
2
Owao
io�5555`0
Q�
¢am
a3N
AREA1
EXIETINGTOREMAIN
AREA 2
103
1 .69
+2
1
+3
AREA
84
.56
+2
1
+3
(PORCH)
(PORCH)
481
3.21
+2
3
+3.5
AREA 5
(DECK)
447
2.98
+2
3
+3.5
TYPICAL UNDER-FLOORLCRAWL
SPACE VENT W/ CORROSION -
RESISTANT WIRE MESH OR OTHER
APPROVED MATERIAL W/ %° MIN. AND
$" MAX. OPENING, PLACE VENTS TO
PROVIDE CROSS VENTILATION & ONE
VENTILATION OPENING WITHIN 3 FT.
OF EACH CORNER. NET FREE
VENTILATING AREA SHALL NOT BE
LESS THAN T} OF THE CRAWL -SPACE
AREA.
AS
DATE
REVISION:
REVISION: 2
REVISION:
JOB #: 20a37
REN. 9J23
Q-7