HomeMy WebLinkAbout122 California St - 2024 - Multi family fire repairA101
1
Ref
1Re
f 1 Re
f
1
Ref
NameElevation
ELEVATION MARK
1
A101
SIM
1 View Name
1/8" = 1'-0"
N
1
0
Direction
Number
Sheet Number
DETAIL MARK
Number
Sheet Number
SECTION MARK
Direction
Number
Sheet Number
LEVEL MARK
SPOT ELEVATION MARK
VIEW REFERENCE
ROOM MARK
Room Designation
Size
NORTH ARROW
GRID LINE MARK
WALL TYPE MARK
WINDOW TYPE
MARK
REVISION MARK
DOOR TYPE MARK
KEYNOTE
CEILING TYPE
MARK
1 SHEAR WALL
MARK
Identifier
K1
C8
FLOOR / FOUNDATION
MARK
F8
Room name
150 SF
1
A101
1i
1t
1t
CONSULTANTS
Designer:
ARCHITECTURAE GROUP INC.
112 N. EARLE STREET, SAN GABRIEL CA 91775
PHONE: 626.285.3408
FAX: 626.286.2037
EMAIL: info@archturae.com
Date:
Drawn By:
Checked By:
Job Number:
Revisions:
112 North Earle Street
San Gabriel, CA
91775
Phone: 626.285.3408
Fax: 626.286.2037
THIS DRAWING (OR DRAWINGS) AND EACH AND ALL OFTHE DESIGNS INCLUDED THEREIN ARE PROPERTY OFARCHITECTURAE GROUP INC. AND ARE SUBMITTED ANDACCEPTED UPON THE UNDERSTANDING AND CONDITIONTHAT THE SAME WORK IS NOT TO BE COPIED,REPRODUCED, OR OTHERWISE USED OR DISPOSED OFDIRECTLY OR INDIRECTLY, IN WHOLE OR IN PART, FORANY PURPOSE WHATSOEVER.
SUCH ACCEPTANCE SHALL CONSTITUTE AN ADMISSIONOF THE EXCLUSIVE OWNERSHIP AND PROPERTY RIGHTSOF SGS INTERNATIONAL INC. IN AND TO THIS DRAWING (OR DRAWINGS) AND DESIGNS INCLUDED THEREIN.
NO.DATE AUTHOR
TH
E
S
E
D
R
A
W
I
N
G
S
A
N
D
T
H
E
A
C
C
O
M
P
A
N
Y
I
N
G
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
S
I
N
S
T
R
U
M
E
NT
S
O
F
S
E
R
V
I
C
E
A
R
E
T
H
E
E
X
C
L
U
S
I
V
E
P
R
O
P
E
R
T
Y
O
F
A
R
C
H
I
T
E
C
T
U
R
A
E
G
R
O
U
P
I
N
C
A
N
D
M
A
Y
N
O
T
B
E
R
E
P
R
O
D
U
C
E
D
I
N
A
N
Y
F
O
R
M
W
I
T
H
O
U
T
W
R
I
T
T
E
N
P
E
RM
I
S
S
I
O
N
F
R
O
M
T
H
E
A
R
C
H
I
T
E
C
T
.
As indicated
04/10/20241
COVER SHEET
122 CALIFORNIA
MF
G0.0
Enter address here
Issue Date
ProjectNumber
Checker
1.CONSTRUCTION WORKMANSHIP AND MATERIALS SHALL CONFORM TO: NOTES IN THIS SET OF CONSTRUCTION DOCUMENTS, ALL APPLICABLE LOCAL CODES AND ORDINANCES AS NOTED THROUGHOUT THESE DRAWINGS.2.IN THE EVENT OF CONFLICT BETWEEN PERTINENT CODES AND REGULATIONS AND REFERENCED STANDARDS OF THESE SPECIFICATIONS, THE MORE STRINGENT PROVISIONS SHALL GOVERN.3.THE PROJECT CONTACT SHALL POSSESS ALL APPROVALS AND PERMITS PRIOR TO COMMENCING ANY SITE PREPARATION, MATERIAL ORDERS OR CONSTRUCTION ACTIVITY. THE PROJECT CONTACT IS RESPONSIBLE FOR DETERMINING AND COORDINATING THE SCHEDULE FOR ALL PROJECT ACTIVITY.4.PROJECT SCOPE IS LIMITED TO WHAT IS LISTED IN THE PROJECT SCOPE SECTION OF THE COVER SHEET.
5.THESE PLANS ARE INTENDED FOR STANDARD ON-SITE CONSTRUCTION METHODS ONLY. THE PROJECT CONTACT ASSUMES FULL RESPONSIBILITY AND ANY RISKS ASSOCIATED WITH DEVIATION FROM STANDARD ON-SITE CONSTRUCTION METHODS.6.DIMENSIONS: UNLESS NOTED OTHERWISE, ALL DIMENSIONS ARE SHOWN AS FOLLOWS: FACE OF WALL AT MASONRY, INDICATED FACE OF STUD, CENTER LINE, GRID LINE, TOP OF CONCRETE SLAB OR FOUNDATION, TOP OF PLYWOOD, ETC. DRAWINGS SHALL NOT BE SCALED TO DETERMINE ANY DIMENSIONS, REFER ONLY TO WRITTEN INFORMATION AND DETAIL DRAWINGS, OR USE FIGURED DIMENSIONS. DIMENSIONAL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE PROJECT CONTACT PRIOR TO CONSTRUCTION.7.BUILDING INSPECTORS MAY APPROVE DEVIATION FROM THESE PLANS. IN SUCH CASE, THE PROJECT CONTACT SHALL NOTIFY ALL OTHERS OF SUCH DEVIATION
AND SHALL ASSUME ALL RISKS AND RESPONSIBILITIES ARISING FROM SUCH DEVIATION.8.OMISSIONS: IN THE EVENT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN. IF FEATURES ARE STILL UNCLEAR, CONTACT THE PROJECT CONTACT FOR CLARIFICATION.9.THE PROJECT CONTACT OR THEIR REPRESENTATIVE SHALL BE AT THE SITE TO SUPERVISE AND COORDINATE CONSTRUCTION AT ALL TIMES WHILE WORK IS IN PROGRESS.10.THE PROJECT CONTACT SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY CONTINUOUSLY AND NOT LIMITED TO NORMAL WORKING HOURS. THE PROJECT CONTACT SHALL DEFEND, INDEMNIFY,
AND HOLD THE DESIGNER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PROJECT. THE DESIGNER SHALL BE NAMED AS AN ADDITIONAL INSURED ON THE PROJECT CONTACT'S LIABILITY INSURANCE COVERAGE.11.PROJECT CONTACT SHALL OBSERVE THE CONSTRUCTION OF THIS PROJECT AND SHALL BE RESPONSIBLE FOR FINAL DIMENSIONS, QUANTITIES, COORDINATION OF THE WORK OF ALL TRADES, QUALITY CONTROL, AND CONSTRUCTION STANDARDS FOR THE PROJECT.12.PROJECT CONTACT AND OR CONTRACTORS SHALL PROPERLY DISPOSE OF ALL WASTE CAUSED BY THEIR WORK, KEEP PREMISES JOB SITE CLEAN OF SUCH WASTE AND SHALL KEEP PREMISES "BROOM CLEAN" AT ALL TIMES.13.THE PLAN SET PROVIDED SHOULD ONLY BE MODIFIED UPON DIRECTION OF THE PROJECT CONTACT.
14.HEATING AND AIR CONDITIONING, PLUMBING AND ELECTRICAL DRAWINGS OR NOTES INCLUDED HEREIN ARE FOR REFERENCE ONLY. THE PROJECT CONTACT SHALL PROVIDE AND OR SOURCE DESIGN/BUILD DOCUMENTATION FOR THESE ITEMS DIRECTLY FROM SUPPLIERS OR FROM THEIR SUBCONTRACTORS IN ACCORDANCE WITH THESE DRAWINGS AND CRITERIA, AND IN CONFORMANCE WITH ALL CODES AND ORDINANCES, AND SHALL OBTAIN PERMITS FOR THIS WORK.15.EXISTING SITE INFORMATION FOR THESE DRAWINGS SHALL BE DEEMED TO BE ACCURATE BY THE PROJECT CONTACT.16.PRIOR TO THE START OF WORK, THE PROJECT CONTACT SHALL COMPARE AND COORDINATE STRUCTURAL AND DESIGN DRAWINGS WITH EXISTING FIELD CONDITIONS. THE PROJECT CONTACT IS RESPONSIBLE FOR CODE-COMPLIANT CHANGES TO THE PLAN SET AND CONTACTING APPROPRIATE PARTIES FOR STRUCTURAL CHANGES TO THE PROJECT. NO DEVIATION FROM THESE PLANS
SHALL BE MADE AND BE ACCEPTED EXCEPT UPON WRITTEN APPROVAL FROM THE PROJECT CONTACT.17.ALL WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE CALIFORNIA BUILDING CODE & RESIDENTIAL CODE, AND OTHER APPLICABLE CODES. THE PROJECT CONTACT SHALL BE RESPONSIBLE FOR THE SATISFACTORY COMPLETION OF THE WORK IN ACCORDANCE WITH THESE PROJECT PLANS AND SPECIFICATIONS. THE PROJECT CONTACT SHALL PROVIDE TERMITE AND MOISTURE PROTECTION AS REQUIRED BY CODE.18.THE PROJECT CONTACT SHALL BE RESPONSIBLE FOR WORKING CONDITIONS AT THE JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK.19.IT SHALL BE THE PROJECT CONTACT’S RESPONSIBILITY TO ASCERTAIN THE EXISTENCE AND LOCATION OF ANY AND ALL UNDERGROUND UTILITIES AND FACILITIES WHICH MAY BE SUBJECT TO DAMAGE OR INTERRUPTION AS A RESULT OF ITS OPERATIONS. THE PROJECT CONTACT SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROTECT THESE UNDERGROUND UTILITIES / FACILITIES, AND TO MAINTAIN SERVICE TO THE PROPERTY, AND SHALL BE RESPONSIBLE FOR REPAIR TO SAME IF DAMAGED DURING CONSTRUCTION.20.ANY EXCAVATION MUST COMPLY WITH EXCAVATION SAFETY IN ACCORDANCE WITH GOVERNMENT CODE 4216.21.ANY FOUNDATION AND OR UTILITY TRENCHES SHALL BE CLEAN AND FREE OF LOOSE MATERIAL AT THE TIME OF CONCRETE AND OR UTILITY PLACEMENT. THE PROJECT CONTACT SHALL CONDUCT ITS OPERATIONS SUCH THAT EXCAVATIONS REMAIN OPEN FOR A MINIMAL AMOUNT OF TIME BEFORE CONCRETE IS CAST AND OR UTILITY CONNECTION IS INSTALLED.22.NO PERSON(S) SHALL USE ANY PUBLIC ACCESS ROAD OR FIRE TRAIL FOR THE STORAGE OF ANY CONSTRUCTION MATERIAL, STATIONARY CONSTRUCTION EQUIPMENT, CONSTRUCTION OFFICE, PORTABLE REFUSE CONTAINER, OR EARTH FROM ANY GRADING OR EXCAVATING.23.THE PROJECT CONTACT SHALL BE SOLELY RESPONSIBLE FOR VERIFYING THE ACCURACY OF ALL DRAWINGS AND SPECIFICATIONS PROVIDED THROUGHOUT THIS PLAN SET. ANY MATERIAL OMISSIONS OR UPDATES WHICH REQUIRE CORRECTION SHALL BE IDENTIFIED BY THE PROJECT AND THE APPROPRIATE REQUESTS FOR CORRECTIONS SHALL BE MADE IN AN EXPEDITED MANNER AT THE EARLIEST AVAILABLE OPPORTUNITY.24.IT SHALL BE NOTED THAT THESE PLANS HAVE BEEN GENERATED USING LARGELY AUTOMATED SOFTWARE SYSTEMS. WHILE THE DRAWINGS ARE INTENDED TO ACCOUNT FOR ALL REQUIRED BUILDING CODES, LOCAL ZONING AND PLANNING CODES, AND SITE SPECIFIC ISSUES, MATERIAL OMISSIONS OR INACCURACIES MAY EXIST. THEREFORE, IT IS THE RESPONSIBILITY OF THE PROJECT CONTACT TO
VERIFY THE ACCURACY AND COMPLETENESS OF THESE PLANS PRIOR TO SUBMISSION FOR PLANNING AND BUILDING APPROVAL, THE COMMENCEMENT OF PROJECT CONSTRUCTION AND DURING CONSTRUCTION. WHEN INACCURACIES OR OMISSIONS ARE FOUND BY THE PROJECT CONTACT, UPDATES AND OR ADDITIONS TO THE PLANS SHOULD BE MADE TO REMEDY THEM.25.PROJECT CONTACT IS RESPONSIBLE FOR PREPARING AN OPERATION AND MAINTENANCE MANUAL. THE MANUAL SHALL BE AVAILABLE TO THE BUILDING OCCUPANT.
GENERAL NOTES ANNOTATIONS
ABBREVIATIONS
@ At# Pound or NumberA.B. Anchor BoltA.F.F. Above Finished FloorA.F.G. Above Finished Grade
BLDG. BuildingBLKG. BlockingBM. BeamB.O. Bottom OfCERT. CertificateC.I. Contractor InstalledC.F. Contractor FurnishedCLR. ClearC.L. Center LineCLNG. CeilingCONT. ContinuousCOL. ColumnDIA. Diameter
DET. DetailD.F-L. Douglas Fir-LarchDBL. Double(E) ExistingEA. EachEQ. EqualE.W. Each WayFIN. Finish 3.0F.O. Face OfFT. Foot or FeetHDR. HeaderHT. HeightJST. Joist
MAX. MaximumM.B. Machine BoltMIN. MinimumMTD. MountedN.I.C. Not In Contract(N) NewNOM. NominalN.T.S. Not To ScaleO/ OverO/A OverallO.F. Outside Face,Owner FurnishedO.C.(E.W.)On Center
(Each Way)
O.I. Owner InstalledOPP. Opposite(P) ProposedPL. Plate or Property LinePLY. PlywoodPTD. PaintedP.T. Pressure Treated
REINF. ReinforcedRET. RetainingR.F. Roof FramingR.O. Rough OpeningS.F. Square FeetS.S.D. See Structural DrawingsSHTG. SheathingSHT. SheetSIM. SimilarSQ. SquareSTD. StandardSTR. Structural
T.B.D. To be determinedT.O. Top OfTYP. TypicalV.I.F. Verify In FieldW.F. Wall FramingW/ WithW.O. Where OccursW/O WithoutU.O.N. Unless Otherwise Noted
NOTE: Not all abbreviations and
symbols shown here are used
APPLICABLE CODES
BUILDING CODE:2022 CALIFORNIA BUILDING CODE
ENERGY CODE:2022 CALIFORNIA ENERGY EFFICIENCY STANDARDS CODE CALIFORNIA GREEN BUILDING STANDARDS CODEMECHANICAL CODE: 2022 CALIFORNIA MECHANICAL CODE ELECTRICAL CODE: 2022 CALIFORNIA ELECTRICAL CODE
PLUMBING CODE: 2022 CALIFORNIA PLUMBING CODE FIRE PROTECTION:2022 CALIFORNIA FIRE CODE
ARCADIA MUNICIPAL CODE
PROJECT INFORMATION
FIRE SPRINKLERS:YES (EXISTING PRIMARY HOME IS WITH FIRE SPRINKLER)
PHOTOVOLTAIC SYSTEM:N/A
GROSS FLOOR AREA:
EXISTING BUILDING 122: 1,717 SF (TO REMAIN)EXISTING GARAGE CONVERSION ADDITION: 400 SF (TO REMAIN)EXISTING BUILDING 124: 1,188 SF (TO REMAIN)EXISTING CLOSED PATIO: 124 SF (VIOLATION, TO REMOVE)
SITE SLOPE: ALMOST FLAT
BLDG. HEIGHT:EXISTING: 18 FT, NO CHANGE
LOT COVERGE:
LOT: 8,000 SFEXISTING BUILDING FOOTPRINT: 2,905 SFEXISTING ADU (GARAGE CONVERSION): 400 SF EXISTING CLOSED PATIO: 120 SF (TO REMOVE)COVERAGE: 44%
F.A.R. CALCS:LOT: 8,000 SFMAIN DWELLING: 2,905 SF
TOTAL: 36%
IMPERVIOUS GRADING: 7,325 sqftPERVIOUS GRADING: 675 sqftPERVIOUS SURFACE RATIO:8.5%
PROJECT SCOPE:
REPAIR THE FIRE DAMAGED ROOF, REMOVE THE EXISTING ILLEGALLY CONSTRUCTED CLOSED PATIO.
A0 DRAWING INDEX
Sheet Number Sheet Name
G0.0 COVER SHEET
A0.1 GREEN BMPS
A0.2 CAL GREEN
A0.3 CAL GREEN
A1.0 EXISTING SITE PLAN
A2.0 FLOOR PLANS
A2.1 ROOF PLANS
A3.0 ELEVATIONS
A3.1 SECTIONS
CONSTRUCTION TYPE: V-BOCCUPANCY TYPE: R-3
APN: 5779-002-030LEGAL DISCRIPTION: A PART OF ARCADIA SANTA ANITA TRACT LOT 31 BLK 64 1/2ZONING DISTRICT: High Density Residential (R-3)
DENSITY: MAX = 1,450 SF PER UNIT, MIN = 2,250 SF PER UNITSETBACK: FRONT 25'; SIDE 10'; REAR 10'LOT COVARAGE: N/A
LOT SIZE: 8,000 SF
OWNER:LINDA TSENG 626-429-8915 lindaddrd@yahoo.com
122 CALIFORNIA MF
122 CALIFORNIA ST, ARCADIA, CA 91006
1
FIRE DAMAGED REPAIR 1
Date:
Drawn By:
Checked By:
Job Number:
Revisions:
112 North Earle Street
San Gabriel, CA
91775
Phone: 626.285.3408
Fax: 626.286.2037
THIS DRAWING (OR DRAWINGS) AND EACH AND ALL OFTHE DESIGNS INCLUDED THEREIN ARE PROPERTY OFARCHITECTURAE GROUP INC. AND ARE SUBMITTED ANDACCEPTED UPON THE UNDERSTANDING AND CONDITIONTHAT THE SAME WORK IS NOT TO BE COPIED,REPRODUCED, OR OTHERWISE USED OR DISPOSED OFDIRECTLY OR INDIRECTLY, IN WHOLE OR IN PART, FORANY PURPOSE WHATSOEVER.
SUCH ACCEPTANCE SHALL CONSTITUTE AN ADMISSIONOF THE EXCLUSIVE OWNERSHIP AND PROPERTY RIGHTSOF SGS INTERNATIONAL INC. IN AND TO THIS DRAWING (OR DRAWINGS) AND DESIGNS INCLUDED THEREIN.
NO.DATE AUTHOR
TH
E
S
E
D
R
A
W
I
N
G
S
A
N
D
T
H
E
A
C
C
O
M
P
A
N
Y
I
N
G
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
S
I
N
S
T
R
U
M
E
NT
S
O
F
S
E
R
V
I
C
E
A
R
E
T
H
E
E
X
C
L
U
S
I
V
E
P
R
O
P
E
R
T
Y
O
F
A
R
C
H
I
T
E
C
T
U
R
A
E
G
R
O
U
P
I
N
C
A
N
D
M
A
Y
N
O
T
B
E
R
E
P
R
O
D
U
C
E
D
I
N
A
N
Y
F
O
R
M
W
I
T
H
O
U
T
W
R
I
T
T
E
N
P
E
RM
I
S
S
I
O
N
F
R
O
M
T
H
E
A
R
C
H
I
T
E
C
T
.
GREEN BMPS
122 CALIFORNIA
MF
A0.1
Enter address here
Issue Date
ProjectNumber
Checker
Construction Best Management Practices (BMPs)
1.
2.
1.
2.
3.
4.
1.
2.
3.
4.
5.
1.
2.
Materials & Waste Management
Non-Hazardous MaterialsBerm and cover stockpiles of sand, dirt or other construction material with tarps when rain is forecast or if not actively being used within 14 days.Use (but don’t overuse) reclaimed water for dust control.
Hazardous MaterialsLabel all hazardous materials and hazardous wastes (such as pesticides, paints, thinners, solvents, fuel, oil, and antifreeze) in accordance with city, county,
state and federal regulations.Store hazardous materials and wastes in water tight containers, store in appropriate secondary containment, and cover them at the end of every work day or during wet weather or when rain is forecast.Follow manufacturer’s application instructions for hazardous materials and be careful not to use more than necessary. Do not apply chemicals outdoors when rain is forecast within 24 hours.Arrange for appropriate disposal of all hazardous wastes.
Waste ManagementCover waste disposal containers securely with tarps at the end of every work day and during wet weather.Check waste disposal containers frequently for leaks and to make sure they are not overfilled. Never hose
down a dumpster on the construction site.Clean or replace portable toilets, and inspect them frequently for leaks and spills.Dispose of all wastes and debris properly. Recycle materials and wastes that can be recycled (such as asphalt, concrete, aggregate base materials, wood, gyp board, pipe, etc.)Dispose of liquid residues from paints, thinners, solvents, glues, and cleaning fluids as hazardous waste.
Construction Entrances and PerimeterEstablish and maintain effective perimeter controls and stabilize all construction entrances and exits to sufficiently control erosion and sediment discharges from site and tracking off site.Sweep or vacuum any street tracking immediately and secure sediment source to prevent further tracking. Never hose down streets to clean up
tracking.
1.
2.
3.
4.
5.
1.
2.
3.
4.
5.
6.
7.
Equipment Management & Spill Control
Maintenance and Parking
Designate an area, fitted with appropriate BMPs, for vehicle and equipment parking and storage.Perform major maintenance, repair jobs, and vehicle and equipment washing off site.If refueling or vehicle maintenance must be done onsite, work in a bermed area away from storm drains and over a drip pan or drop cloths big enough to collect fluids. Recycle or dispose of fluids as hazardous waste.If vehicle or equipment cleaning must be done onsite, clean with water only in a bermed area that will not allow rinse water to run into gutters, streets,
storm drains, or surface waters.Do not clean vehicle or equipment onsite using soaps, solvents, degreasers, or steam cleaning equipment.
Spill Prevention and Control
Keep spill cleanup materials (e.g., rags, absorbents and cat litter) available at the construction site at all times.Inspect vehicles and equipment frequently for and repair leaks promptly. Use drip pans to catch leaks until repairs are made.Clean up spills or leaks immediately and dispose of cleanup materials properly.Do not hose down surfaces where fluids have spilled. Use dry cleanup methods (absorbent materials, cat litter, and/or rags).Sweep up spilled dry materials immediately. Do not try to wash them away with water, or bury them.
Clean up spills on dirt areas by digging up and properly disposing of contaminated soil.Report significant spills immediately. You are required by law to report all significant releases of hazardous materials, including oil. To report a spill: 1) Dial 911 or your local emergency response number, 2) Call the Governor’s Office of Emergency Services Warning Center, (800) 852-7550 (24 hours).
1.
2.
3.
4.
5.
1.
A.B.C.D.
Earthmoving
Schedule grading and excavation work during dry weather.Stabilize all denuded areas, install and maintain temporary erosion controls (such as erosion control fabric or bonded fiber matrix) until vegetation is established.Remove existing vegetation only when absolutely necessary, and seed or plant vegetation for erosion control on slopes or where construction is not immediately planned.Prevent sediment from migrating offsite and protect storm drain inlets, gutters, ditches, and drainage courses by installing and maintaining appropriate
BMPs, such as fiber rolls, silt fences, sediment basins, gravel bags, berms, etc..Keep excavated soil on site and transfer it to dump trucks on site, not in the streets.
Contaminated Soils
If any of the following conditions are observed, test for contamination and contact the Regional Water Quality Control Board:Unusual soil conditions, discoloration, or odor.Abandoned underground tanks.Abandoned wells.Buried barrels, debris, or trash.
1.
2.
3.
4.
1.
2.
3.
Paving/Asphalt Work
Avoid paving and seal coating in wet weather or when rain is forecast, to prevent materials that have not cured from contacting stormwater runoff.Cover storm drain inlets and manholes when applying seal coat, tack coat, slurry seal, fog seal, etc..Collect and recycle or appropriately dispose of excess abrasive gravel or sand. Do NOT sweep or wash it into gutters.Do not use water to wash down fresh asphalt concrete pavement.
Sawcutting & Asphalt/Concrete RemovalProtect nearby storm drain inlets when saw cutting. Use filter fabric, catch basin inlet filters, or gravel bags to keep slurry out of the storm drain system.Shovel, abosorb, or vacuum saw-cut slurry and dispose of all waste as soon as you are finished in one location or at the end of each work day
(whichever is sooner!).If sawcut slurry enters a catch basin, clean it up immediately.
1.
2.
3.
4.
5.
1.
2.3.
Concrete, Grout & Mortar Application
Store concrete, grout, and mortar away from storm drains or waterways, and on pallets under cover to protect them from rain, runoff, and wind.Wash out concrete equipment/trucks offsite or in a designated washoutarea, where the water will flow into a temporary waste pit, and in a mannerthat will prevent leaching into the underlying soil or onto surrounding areas. Let concrete harden and dispose of as garbage.When washing exposed aggregate, prevent washwater from entering storm drains. Block any inlets and vacuum gutters, hose washwater onto dirt
areas, or drain onto a bermed surface to be pumped and disposed of properly.
Landscaping
Protect stockpiled landscaping materials from wind
and rain by storing them under tarps all year-round.Stack bagged material on pallets and under cover.Discontinue application of any erodible landscape material within 2 days before a forecast rain event or during wet weather.
1.
2.
3.
4.
5.
1.
2.
3.
4.
5.
6.
Painting & Paint Removal
Painting Cleanup and RemovalNever clean brushes or rinse paint containers into a street, gutter, storm drain, or stream.For water-based paints, paint out brushes to the extent possible, and rinse into a drain that goes to the sanitary sewer. Never pour paint down a storm drain.For oil-based paints, paint out brushes to the extent possible and clean with thinner or solvent in a proper container. Filter and reuse thinners and solvents. Dispose of excess liquids as hazardous waste.Paint chips and dust from non-hazardous dry stripping and sand blasting may be swept up or collected in plastic drop cloths and disposed of as trash.Chemical paint stripping residue and chips and dust from marine paints or paints containing lead, mercury, or tributyltin must be disposed of as hazardous waste. Lead based paint removal
requires a state- certified contractor.
DewateringDischarges of groundwater or captured runoff from dewatering operations must be properly managed
and disposed. When possible send dewatering discharge to landscaped area or sanitary sewer. If discharging to the sanitary sewer call your local wastewater treatment plant.Divert run-on water from offsite away from all disturbed areas.When dewatering, notify and obtain approval from the local municipality before discharging water to a street gutter or storm drain. Filtration or diversion through a basin, tank, or sediment trap may be required.In areas of known or suspected contamination, call your local agency to determine whether the ground water must be tested. Pumped groundwater may need to be collected and hauled off-site for treatment and proper disposal. Sweep or vacuum any street tracking immediately and secure sediment source to prevent further tracking. Never hose down streets to clean up tracking.Storm drain polluters may be liable for fines. Check with the local Planning Office or applicable Water Pollution Prevention Organization for more information.
1.
2.
3.
4.
5.
6.
7.
Pollutant Control
Duct openings and other related air distribution component openings shall be covered during construction.Adhesives, sealants and caulks shall be compliant with VOC and other toxic compound limits. Paints, stains and other coatings shall be compliant with VOC limits.Aerosol paints and coatings shall be compliant with product weighted MIR limits for ROC and other toxic compounds.
Documentation shall be provided to verify that compliant VOC limit finish materials have been used. Carpet and carpet systems shall be compliant with VOC limits. 80 percent of floor area receiving resilient flooring shall comply with specified VOC criteria.
1.
2.
3.
Installer and Special Inspector Qualifications
All MEP systems including but not limited to electrical, solar, plumbing, gas, HVAC installers are trained and certified in the proper installation of such systems.Special inspectors employed by the enforcing agency must be qualified and able to demonstrate competence in the discipline they are inspecting. Verification of compliance with applicable codes may include construction documents, plans, specifications builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which show substantial conformance.
1.
Enhanced Durability and Reduced Maintenance
Annular spaces around pipes, electric cables, conduits or other openings in plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or similar method acceptable to the enforcing agency.
1.
Construction Waste Reduction, Disposal and
Recycling
A minimum of 65% of the non-hazardous construction waste generated at the site shall be diverted to recycle or salvaged. This is achieved by submitting a Waste Management Plan for approval by the Building and Safety Department prior to construction or demolition permit issuance and providing documentation to demonstrate compliance
with the Waste Management Plan after completion of construction or demolition and/or prior to final permit inspection.
Date:
Drawn By:
Checked By:
Job Number:
Revisions:
112 North Earle Street
San Gabriel, CA
91775
Phone: 626.285.3408
Fax: 626.286.2037
THIS DRAWING (OR DRAWINGS) AND EACH AND ALL OFTHE DESIGNS INCLUDED THEREIN ARE PROPERTY OFARCHITECTURAE GROUP INC. AND ARE SUBMITTED ANDACCEPTED UPON THE UNDERSTANDING AND CONDITIONTHAT THE SAME WORK IS NOT TO BE COPIED,REPRODUCED, OR OTHERWISE USED OR DISPOSED OFDIRECTLY OR INDIRECTLY, IN WHOLE OR IN PART, FORANY PURPOSE WHATSOEVER.
SUCH ACCEPTANCE SHALL CONSTITUTE AN ADMISSIONOF THE EXCLUSIVE OWNERSHIP AND PROPERTY RIGHTSOF SGS INTERNATIONAL INC. IN AND TO THIS DRAWING (OR DRAWINGS) AND DESIGNS INCLUDED THEREIN.
NO.DATE AUTHOR
TH
E
S
E
D
R
A
W
I
N
G
S
A
N
D
T
H
E
A
C
C
O
M
P
A
N
Y
I
N
G
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
S
I
N
S
T
R
U
M
E
NT
S
O
F
S
E
R
V
I
C
E
A
R
E
T
H
E
E
X
C
L
U
S
I
V
E
P
R
O
P
E
R
T
Y
O
F
A
R
C
H
I
T
E
C
T
U
R
A
E
G
R
O
U
P
I
N
C
A
N
D
M
A
Y
N
O
T
B
E
R
E
P
R
O
D
U
C
E
D
I
N
A
N
Y
F
O
R
M
W
I
T
H
O
U
T
W
R
I
T
T
E
N
P
E
RM
I
S
S
I
O
N
F
R
O
M
T
H
E
A
R
C
H
I
T
E
C
T
.
CAL GREEN
122 CALIFORNIA
MF
A0.2
Enter address here
Issue Date
ProjectNumber
Checker
Y
N/A
N/A
N/A
N/A
N/A
Y
N/A
Y
N/A
Y
N/Y
N/Y
N/Y
N/Y
N/Y
N/Y
N/Y
Date:
Drawn By:
Checked By:
Job Number:
Revisions:
112 North Earle Street
San Gabriel, CA
91775
Phone: 626.285.3408
Fax: 626.286.2037
THIS DRAWING (OR DRAWINGS) AND EACH AND ALL OFTHE DESIGNS INCLUDED THEREIN ARE PROPERTY OFARCHITECTURAE GROUP INC. AND ARE SUBMITTED ANDACCEPTED UPON THE UNDERSTANDING AND CONDITIONTHAT THE SAME WORK IS NOT TO BE COPIED,REPRODUCED, OR OTHERWISE USED OR DISPOSED OFDIRECTLY OR INDIRECTLY, IN WHOLE OR IN PART, FORANY PURPOSE WHATSOEVER.
SUCH ACCEPTANCE SHALL CONSTITUTE AN ADMISSIONOF THE EXCLUSIVE OWNERSHIP AND PROPERTY RIGHTSOF SGS INTERNATIONAL INC. IN AND TO THIS DRAWING (OR DRAWINGS) AND DESIGNS INCLUDED THEREIN.
NO.DATE AUTHOR
TH
E
S
E
D
R
A
W
I
N
G
S
A
N
D
T
H
E
A
C
C
O
M
P
A
N
Y
I
N
G
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
S
I
N
S
T
R
U
M
E
NT
S
O
F
S
E
R
V
I
C
E
A
R
E
T
H
E
E
X
C
L
U
S
I
V
E
P
R
O
P
E
R
T
Y
O
F
A
R
C
H
I
T
E
C
T
U
R
A
E
G
R
O
U
P
I
N
C
A
N
D
M
A
Y
N
O
T
B
E
R
E
P
R
O
D
U
C
E
D
I
N
A
N
Y
F
O
R
M
W
I
T
H
O
U
T
W
R
I
T
T
E
N
P
E
RM
I
S
S
I
O
N
F
R
O
M
T
H
E
A
R
C
H
I
T
E
C
T
.
CAL GREEN
122 CALIFORNIA
MF
A0.3
Enter address here
Issue Date
ProjectNumber
Checker
N/Y
Y
N/Y
N/Y
N/Y
N/Y
Y
N/Y
N/Y
N/Y
N/Y
Y
Y
Y
N/Y
Y
Y
Y
N/Y
N/Y
N/Y
DN
WasherDryer
Wa
s
h
e
r
Dr
y
e
r
W
W
W
E EE
G G
W W
S S
(E) CLOSED PATIO TO REMOVE
(E) DWELLING 1,717 SF TO REMAIN
(E) GARAGE
(E) DWELLING 1,188 SF TO REMAIN, NOT IN THE SCOPE OF WORK
122 CALIFORNIA ST
124 & 124 1/2
(E) 3'-0" CMU CLOCK WALL
(E) 6'-0" CMU CLOCK WALL
(E) 3'-0" CMU CLOCK WALL
(E) 6'-0" CMU CLOCK WALL
3' - 0"
FR
O
N
T
S
E
T
B
A
C
K
25
'
-
0
"
8' - 0"
13
'
-
6
"
1' - 0"12' - 0"
3' - 0"
12
'
-
0
"
7' - 0"
20
'
-
6
"
(E) 6'-0" CMU CLOCK WALL
E
G
W (E) WATER METER
(E) GAS METER
(E) ELECTRICAL METER(E) ELECTRICAL METER
E
(E) CLEANOUT
SI
D
E
W
A
L
K
12
'
-
0
"
NO
T
T
O
S
C
A
L
E
30
'
-
0
"
T
O
C
.
L
.
EXISTING TO REMAIN (NO CHANGE)
NEW CONSTRUCTION
LANDSCAPE (PERMEABLE)
CONCRETE SURFACE (IMPERMEABLE)
TILE SURFACE (PERMEABLE)
GRAVEL (PERMEABLE)
SEWER LINES - EXISTING AND PROPOSEDNEW LINES: 4" PVC SANITARY LINE WITH 1/4" - 1' MIN. FALL. JOINTS AND INSPECTIONS POINTS TO COMPLY WITH APPLICABLE CODES
WATER LINES - EXISTING AND PROPOSEDNEW LINES: 3/4" PVC WATER LINE. PIPES, JOINTS AND CONNECTIONS TO COMPLY WITH APPLICABLE CODES
GAS LINES - EXISTING AND PROPOSEDNEW LINES: 3/4" NATURAL GAS SUPPLY LINES. PIPES, JOINTS AND CONNECTIONS TO COMPLY WITH RELEVANT CODES
ELECTRICAL SERVICE LINE TO ADU
UTILITY METERS AND SHUT-OFFS: WATER, ELECTRICAL, GASEGW
SHUT-OFF VALVE
WASTE LINE CLEANOUT
EXISTING WITHIN PROJECT SCOPE
Date:
Drawn By:
Checked By:
Job Number:
Revisions:
112 North Earle Street
San Gabriel, CA
91775
Phone: 626.285.3408
Fax: 626.286.2037
THIS DRAWING (OR DRAWINGS) AND EACH AND ALL OFTHE DESIGNS INCLUDED THEREIN ARE PROPERTY OFARCHITECTURAE GROUP INC. AND ARE SUBMITTED ANDACCEPTED UPON THE UNDERSTANDING AND CONDITIONTHAT THE SAME WORK IS NOT TO BE COPIED,REPRODUCED, OR OTHERWISE USED OR DISPOSED OFDIRECTLY OR INDIRECTLY, IN WHOLE OR IN PART, FORANY PURPOSE WHATSOEVER.
SUCH ACCEPTANCE SHALL CONSTITUTE AN ADMISSIONOF THE EXCLUSIVE OWNERSHIP AND PROPERTY RIGHTSOF SGS INTERNATIONAL INC. IN AND TO THIS DRAWING (OR DRAWINGS) AND DESIGNS INCLUDED THEREIN.
NO.DATE AUTHOR
TH
E
S
E
D
R
A
W
I
N
G
S
A
N
D
T
H
E
A
C
C
O
M
P
A
N
Y
I
N
G
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
S
I
N
S
T
R
U
M
E
NT
S
O
F
S
E
R
V
I
C
E
A
R
E
T
H
E
E
X
C
L
U
S
I
V
E
P
R
O
P
E
R
T
Y
O
F
A
R
C
H
I
T
E
C
T
U
R
A
E
G
R
O
U
P
I
N
C
A
N
D
M
A
Y
N
O
T
B
E
R
E
P
R
O
D
U
C
E
D
I
N
A
N
Y
F
O
R
M
W
I
T
H
O
U
T
W
R
I
T
T
E
N
P
E
RM
I
S
S
I
O
N
F
R
O
M
T
H
E
A
R
C
H
I
T
E
C
T
.
N.T.S.
EXISTING SITE PLAN
122 CALIFORNIA
MF
A1.0
Enter address here
Issue Date
ProjectNumber
Checker
1/8" = 1'-0"1 EXISTING SITE PLAN
0'2'8'16'32'
N.T.S.SITE PLAN LEGEND
DN
DN
30" x 24"
30
"
DI
A
.
Washer Dryer
Wa
s
h
e
r
Dr
y
e
r
30" x 24"
30
"
DI
A
.
DN
DN
30" x 24"
30
"
DI
A
.
Washer Dryer
Wa
s
h
e
r
Dr
y
e
r
30" x 24"
30
"
DI
A
.
LIVING AREA
BENDROOM 1
BENDROOM 2
BATH 1
CLT 1
CL
T
2
KITCHEN & LIVING
STORAGEDINING ROOM TO
DEMO
BENDROOM 4
BENDROOM 3
BATH 2
BATH 3CLT 3
CL
T
4
13' - 4 1/4"
20
'
-
7
1
/
4
"
12' - 5 3/4"
12
'
-
8
1
/
2
"
5'
-
1
0
3
/
4
"
8' - 8"
9'
-
1
0
5
/
8
"
17' - 11 1/4"
7'
-
6
7
/
3
2
"
17' - 2 3/4"
9'
-
4
"
10' - 11 1/4"
6'
-
0
"
13' - 4"
5'
-
0
"
8' - 0"
12
'
-
7
1
3
/
3
2
"
17' - 2 3/4"
3' - 6"
11' - 7 1/4"
13
'
-
2
3
/
4
"
2' - 0"
9'
-
1
0
"
5' - 6"
13
'
-
3
3
/
8
"
1
A3.1
2
A3.1
TWO CAR -GARAGE
LIVING AREA
BENDROOM 1
BENDROOM 2
BATH 1
CLT 1
CL
T
2
KITCHEN & LIVING
KITCHEN
PATIO
TWO CAR -GARAGE
BENDROOM 4
BENDROOM 3
BATH 2
BATH 3CLT 3
CL
T
4
13' - 4 1/4"
20
'
-
7
1
/
4
"
12' - 5 3/4"
12
'
-
8
1
/
2
"
5'
-
1
0
3
/
4
"
8' - 8"
9'
-
1
0
5
/
8
"
17' - 11 1/4"
7'
-
6
7
/
3
2
"
17' - 2 3/4"
9'
-
4
"
10' - 11 1/4"
6'
-
0
"
13' - 4"
5'
-
0
"
8' - 0"
12
'
-
7
1
3
/
3
2
"
17' - 2 3/4"
3' - 6"
11' - 7 1/4"
13
'
-
2
3
/
4
"
2' - 0"
9'
-
1
0
"
5' - 6"
13
'
-
3
3
/
8
"
-1' - 6"
0' - 0"
-1' - 6"
0' - 0"
-2' - 0"
1
A3.1
2
A3.1
Date:
Drawn By:
Checked By:
Job Number:
Revisions:
112 North Earle Street
San Gabriel, CA
91775
Phone: 626.285.3408
Fax: 626.286.2037
THIS DRAWING (OR DRAWINGS) AND EACH AND ALL OFTHE DESIGNS INCLUDED THEREIN ARE PROPERTY OFARCHITECTURAE GROUP INC. AND ARE SUBMITTED ANDACCEPTED UPON THE UNDERSTANDING AND CONDITIONTHAT THE SAME WORK IS NOT TO BE COPIED,REPRODUCED, OR OTHERWISE USED OR DISPOSED OFDIRECTLY OR INDIRECTLY, IN WHOLE OR IN PART, FORANY PURPOSE WHATSOEVER.
SUCH ACCEPTANCE SHALL CONSTITUTE AN ADMISSIONOF THE EXCLUSIVE OWNERSHIP AND PROPERTY RIGHTSOF SGS INTERNATIONAL INC. IN AND TO THIS DRAWING (OR DRAWINGS) AND DESIGNS INCLUDED THEREIN.
NO.DATE AUTHOR
TH
E
S
E
D
R
A
W
I
N
G
S
A
N
D
T
H
E
A
C
C
O
M
P
A
N
Y
I
N
G
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
S
I
N
S
T
R
U
M
E
NT
S
O
F
S
E
R
V
I
C
E
A
R
E
T
H
E
E
X
C
L
U
S
I
V
E
P
R
O
P
E
R
T
Y
O
F
A
R
C
H
I
T
E
C
T
U
R
A
E
G
R
O
U
P
I
N
C
A
N
D
M
A
Y
N
O
T
B
E
R
E
P
R
O
D
U
C
E
D
I
N
A
N
Y
F
O
R
M
W
I
T
H
O
U
T
W
R
I
T
T
E
N
P
E
RM
I
S
S
I
O
N
F
R
O
M
T
H
E
A
R
C
H
I
T
E
C
T
.
1/4" = 1'-0"
FLOOR PLANS
122 CALIFORNIA
MF
A2.0
Enter address here
Issue Date
ProjectNumber
Checker
1/4" = 1'-0"1 EXISTING FLOOR PLAN 1/4" = 1'-0"2 PROPOSED FLOOR PLAN
1' - 6"
BUILDING LINES BELOW
DAMAGED ROOF TO BE REPAIRED, MATERIAL MATCH THE EXISTING ROOFING MATERIAL
1
A3.1
2
A3.1
ASPHALT SHINGLESOwens Corning or EquivalentUL: UL ER2453-02Rating: UL790/ASTM E108 -Class ACRRC: 0890-0011Color match the existing roof
1 4
S2.2
RF2x4@24.ERF2x4@24.E
RF2x4@24.ERF2x4@24.E
RF2x4@24.E
RF2x4@24.E RF2x4@24.E
RF2x4@24.E
RF2x4@24.E
RF2x4@24.E
RF2x4@24.E
RF2x4@24.E
RF2x4@24.E
RF2x4@24.E
RF2x4@24.E
EXISTING CEILING JOISTS 2X4 @ 16" O.C.
EXISTING ROOF RAFTERS2X4 @24" O.C.
NO CHANGE
ROOF TO WALL CONNECTION DETAIL
RAFTER TIE CONNECTION: FIELD VERIFY, MIN. (5) 16d COMMON (3 1/2" x 0.162") NAILS PER CONNECTION, EVENLY SPACED
2x BLOCKING
EXISTING PLYWOOD SHEATHING AND WALL FRAMING, NO CHANGE
(E) CEILING JOISTS AND ROOF FRAMING PER STRUCTURAL PLAN
NOTES: FINISH LAYERS NOT SHOWN FOR CLARITY
A-35@16" O.C.
UPLIFT FRAMING CLIP PER TABLE R802.11
PLYWOOD SHEATHING AS NEEDED
Date:
Drawn By:
Checked By:
Job Number:
Revisions:
112 North Earle Street
San Gabriel, CA
91775
Phone: 626.285.3408
Fax: 626.286.2037
THIS DRAWING (OR DRAWINGS) AND EACH AND ALL OFTHE DESIGNS INCLUDED THEREIN ARE PROPERTY OFARCHITECTURAE GROUP INC. AND ARE SUBMITTED ANDACCEPTED UPON THE UNDERSTANDING AND CONDITIONTHAT THE SAME WORK IS NOT TO BE COPIED,REPRODUCED, OR OTHERWISE USED OR DISPOSED OFDIRECTLY OR INDIRECTLY, IN WHOLE OR IN PART, FORANY PURPOSE WHATSOEVER.
SUCH ACCEPTANCE SHALL CONSTITUTE AN ADMISSIONOF THE EXCLUSIVE OWNERSHIP AND PROPERTY RIGHTSOF SGS INTERNATIONAL INC. IN AND TO THIS DRAWING (OR DRAWINGS) AND DESIGNS INCLUDED THEREIN.
NO.DATE AUTHOR
TH
E
S
E
D
R
A
W
I
N
G
S
A
N
D
T
H
E
A
C
C
O
M
P
A
N
Y
I
N
G
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
S
I
N
S
T
R
U
M
E
NT
S
O
F
S
E
R
V
I
C
E
A
R
E
T
H
E
E
X
C
L
U
S
I
V
E
P
R
O
P
E
R
T
Y
O
F
A
R
C
H
I
T
E
C
T
U
R
A
E
G
R
O
U
P
I
N
C
A
N
D
M
A
Y
N
O
T
B
E
R
E
P
R
O
D
U
C
E
D
I
N
A
N
Y
F
O
R
M
W
I
T
H
O
U
T
W
R
I
T
T
E
N
P
E
RM
I
S
S
I
O
N
F
R
O
M
T
H
E
A
R
C
H
I
T
E
C
T
.
As indicated
04/10/20241
ROOF PLANS
122 CALIFORNIA
MF
A2.1
Enter address here
Issue Date
ProjectNumber
Checker
1/4" = 1'-0"1 EXISTING ROOF
3/16" = 1'-0"2 EXISTING ROOF FRAMING PLAN
FINISH GRADE0' - 0"
T.O.P.9' - 0"
SLAB GRADE-1' - 6"
SITE GRADE-2' - 0"
Level Roof15' - 6 9/16"
2A3.1
FINISH GRADE0' - 0"
T.O.P.9' - 0"
SLAB GRADE-1' - 6"
SITE GRADE-2' - 0"
Level Roof15' - 6 9/16"
1
A3.1
FINISH GRADE0' - 0"
T.O.P.9' - 0"
SLAB GRADE-1' - 6"
SITE GRADE-2' - 0"
Level Roof15' - 6 9/16"
1
A3.1
FINISH GRADE0' - 0"
T.O.P.9' - 0"
SLAB GRADE-1' - 6"
SITE GRADE-2' - 0"
Level Roof15' - 6 9/16"
ILLEGAL PROPORTION TO DEMO AND CONVERT TO OPEN PATIO
2
A3.1
Date:
Drawn By:
Checked By:
Job Number:
Revisions:
112 North Earle Street
San Gabriel, CA
91775
Phone: 626.285.3408
Fax: 626.286.2037
THIS DRAWING (OR DRAWINGS) AND EACH AND ALL OFTHE DESIGNS INCLUDED THEREIN ARE PROPERTY OFARCHITECTURAE GROUP INC. AND ARE SUBMITTED ANDACCEPTED UPON THE UNDERSTANDING AND CONDITIONTHAT THE SAME WORK IS NOT TO BE COPIED,REPRODUCED, OR OTHERWISE USED OR DISPOSED OFDIRECTLY OR INDIRECTLY, IN WHOLE OR IN PART, FORANY PURPOSE WHATSOEVER.
SUCH ACCEPTANCE SHALL CONSTITUTE AN ADMISSIONOF THE EXCLUSIVE OWNERSHIP AND PROPERTY RIGHTSOF SGS INTERNATIONAL INC. IN AND TO THIS DRAWING (OR DRAWINGS) AND DESIGNS INCLUDED THEREIN.
NO.DATE AUTHOR
TH
E
S
E
D
R
A
W
I
N
G
S
A
N
D
T
H
E
A
C
C
O
M
P
A
N
Y
I
N
G
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
S
I
N
S
T
R
U
M
E
NT
S
O
F
S
E
R
V
I
C
E
A
R
E
T
H
E
E
X
C
L
U
S
I
V
E
P
R
O
P
E
R
T
Y
O
F
A
R
C
H
I
T
E
C
T
U
R
A
E
G
R
O
U
P
I
N
C
A
N
D
M
A
Y
N
O
T
B
E
R
E
P
R
O
D
U
C
E
D
I
N
A
N
Y
F
O
R
M
W
I
T
H
O
U
T
W
R
I
T
T
E
N
P
E
RM
I
S
S
I
O
N
F
R
O
M
T
H
E
A
R
C
H
I
T
E
C
T
.
1/4" = 1'-0"
ELEVATIONS
122 CALIFORNIA
MF
A3.0
Enter address here
Issue Date
ProjectNumber
Checker
1/4" = 1'-0"1 East
1/4" = 1'-0"2 North 1/4" = 1'-0"3 South
1/4" = 1'-0"4 West
FINISH GRADE0' - 0"
T.O.P.9' - 0"
SLAB GRADE-1' - 6"
SITE GRADE-2' - 0"
Level Roof15' - 6 9/16"
2
A3.1
EXISTING INSULATION EXISTING INSULATION
EXISTING INSULATION
EXISTING INSULATION
INSULATION IS ONLY TO DAMAGE AREA, NOT THE ENTIRE BUILDING
FINISH GRADE0' - 0"
T.O.P.9' - 0"
SLAB GRADE-1' - 6"
SITE GRADE-2' - 0"
Level Roof15' - 6 9/16"
1
A3.1
DINING ROOM TO DEMO
R-15
INSULATION IS ONLY TO DAMAGE AREA, NOT THE ENTIRE BUILDING
EXISTING INSULATION
Date:
Drawn By:
Checked By:
Job Number:
Revisions:
112 North Earle Street
San Gabriel, CA
91775
Phone: 626.285.3408
Fax: 626.286.2037
THIS DRAWING (OR DRAWINGS) AND EACH AND ALL OFTHE DESIGNS INCLUDED THEREIN ARE PROPERTY OFARCHITECTURAE GROUP INC. AND ARE SUBMITTED ANDACCEPTED UPON THE UNDERSTANDING AND CONDITIONTHAT THE SAME WORK IS NOT TO BE COPIED,REPRODUCED, OR OTHERWISE USED OR DISPOSED OFDIRECTLY OR INDIRECTLY, IN WHOLE OR IN PART, FORANY PURPOSE WHATSOEVER.
SUCH ACCEPTANCE SHALL CONSTITUTE AN ADMISSIONOF THE EXCLUSIVE OWNERSHIP AND PROPERTY RIGHTSOF SGS INTERNATIONAL INC. IN AND TO THIS DRAWING (OR DRAWINGS) AND DESIGNS INCLUDED THEREIN.
NO.DATE AUTHOR
TH
E
S
E
D
R
A
W
I
N
G
S
A
N
D
T
H
E
A
C
C
O
M
P
A
N
Y
I
N
G
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
S
I
N
S
T
R
U
M
E
NT
S
O
F
S
E
R
V
I
C
E
A
R
E
T
H
E
E
X
C
L
U
S
I
V
E
P
R
O
P
E
R
T
Y
O
F
A
R
C
H
I
T
E
C
T
U
R
A
E
G
R
O
U
P
I
N
C
A
N
D
M
A
Y
N
O
T
B
E
R
E
P
R
O
D
U
C
E
D
I
N
A
N
Y
F
O
R
M
W
I
T
H
O
U
T
W
R
I
T
T
E
N
P
E
RM
I
S
S
I
O
N
F
R
O
M
T
H
E
A
R
C
H
I
T
E
C
T
.
1/4" = 1'-0"
SECTIONS
122 CALIFORNIA
MF
A3.1
Enter address here
Issue Date
ProjectNumber
Checker
1/4" = 1'-0"1 Section 1
1/4" = 1'-0"2 Section 2