burton remodel 10-07-16

GSPublisherVersion 0.0.100.100

SHEET NO:

SHEET TITLE:

JOB NO:DATE:SCALE:

All ideas, designs, arrangements and plans indicated orrepresented by this drawing are owned by and areproperty of SOLRAC DESIGN and were created, evolved,and developed for use on, and in connection with, thespecified project. None of these ideas, designs,arrangements, or plans shall be used by or disclosed toany person, firm, or corporation for the purposewhatsoever without the written permission of SOLRACDESIGN.

Written dimensions on these drawings shall haveprecedence over scaled dimensions. Contractors shallverify and be responsible for all dimensions andconditions shown by these drawings. Shop detailsmust be submitted to this office for approval beforeproceeding with fabrication.

SEAL / SIGNATURE:

BUILDING DESIGNER:

1209

N. F

ORM

OSA

AVE.

SUI

TE 3

WES

T HO

LLYW

OOD,

CA

9004

6

10.07.2016

CARL

OS F

LORE

Z32

3.81

9.74

50

047

ENGINEER:

REVISIONS:

1390

7 Bu

rton

Str

eet

BURT

ON

REM

OD

EL

Pano

ram

a Ci

ty, C

A 91

402

PROJECT / LOCATION:

Brandon Marlo &Levi Chambers 13907 Burton Street Panorama City, CA 91402 605.682.9768 [email protected]

PROPERTY OWNER / CLIENT:

CD FINAL / SE SET

03.07.16

PC Submittal

Final Permit

Schematic Design

04.13.16Design Development

10.07.16

S.E. & T24 Set 07.06.16

31'-6

"

14'-10"

1.1

1.1

1.1

1.22

2

22

2

2

2

2

2

1.2

1.2

1.2

22

22

3

2

2

2

3

1.1

1.1

1.1

1.1

1.1

1.1

W DJACUZZI8' x 6'

POOL9'-8" x 15'-0"

PHASE 1.1 (DETAILED QUOTE) -NEW BATH 2 & CL. 2 -REMODEL OF BATH 1 -NEW DOOR TO LC.1 -RELOCATE FRONT DOOR W/ NEW ROOF -NEW FRONT CONCRETE PATHWAY -NEW EXT. WINDOWS FOR BATH 2 & DINING

PHASE 1.2 (DETAILED QUOTE) -ONE NEW WINDOW IN LIVING ROOM -NEW FRENCH DOOR IN BEDROOM 2 -NEW CONCRETE WALL WITH ADDRESS NUMBERS -NEW FRONT WOOD DECK W/ CC. STEPS

PHASE 2 (DETAILED QUOTE) -NEW STEPS FROM LIVING TO DINING -ENLARGE DOOR OPENING FROM LIVING TO DINING -TWO NEW WINDOWS IN LIVING ROOM -EXTEND FIRE PLACE FASCIA -NEW SLIDER IN LIVING ROOM -NEW SLIDER IN DINING ROOM -NEW FRENCH DOOR IN BEDROOM 1 -NEW WINDOWS IN BEDROOM 1 & 2 -NEW CONCRETE PATIO -NEW CC. STEPS FROM DINING TO PATIO -NEW BACK WOOD DECK W/ CC. STEPS

PHASE 3 (ROUGH QUOTE) -POOL -JACUZZI -SHALLOW STEPS -SURROUNDING CONCRETE POOL PATIO

SHALLOW AREA

9'-8" x 4'-6"

FRONTENTRY

(E)W.H.

(Under SeparatePermit)

BEDROOM 2A: 153 sq ft


KITCHENA: 150 sq ft

TWO CAR GARAGEA: 462 sq ft

CL 1A: 12 sq ft

LC 1A: 7 sq ft

CL 2A: 25 sq ft

BATH 2A: 47 sq ft

BATH 1A: 41 sq ft

HALLA: 43 sq ft

DININGA: 123 sq ft

LIVINGA: 369 sq ft

FRONT WD.DECKA: 251 sq ft

C.C. PATIOA: 369 sq ft

BACK WD.DECKA: 357 sq ft

1.2

1.1

2

3

1.1

1.11.1

1.11.1

1.1

1.1

2

22

2

2

2

2

2 1.1 1.1

2

2

2

2

1.1

2

2

2 1.2

1.1

2

2

W D

PHASE 1.1 (DETAILED QUOTE) -ALTER FRONT DOORS / WINDOWS -DEMO LIV/DIN WALL THAT IS ADJACENT TO CL. -INFILL EXISTING LC 1,2,3 -BATH 1 RECONFIGURE VANITY AND TOILET -REMOVING WINDOWS IN BEDROOM 3 -REMOVE PORCH, POST, STEPS AND MTL RAILING -REMOVE FRONT WALK-WAY -REMOVE ALL FRONT & SIDE-YARD PLANTER BOXES

PHASE 1.2 (DETAILED QUOTE) -REMOVING FRONT WINDOWS IN BEDROOM 2

PHASE 2 (DETAILED QUOTE) -ENLARGE 2 INTERIOR PASSAGE OPENINGS -REMOVE INTERIOR LANDING AND STEPS -REMOVE INTERIOR LANDING BY FIRE-PLACE -ALTER EXTERIOR DOORS & WINDOWS -REMOVE CC. STEPS, RAMP & PADS IN PATIO -REMOVE EXT. PARTITION WALL -REMOVE EXT. PLANTER BOXES

PHASE 3 (ROUGH QUOTE) -EXCAVATION AS NEEDED

(E)W.H.

28'-2" x 10'-8"Under Separate Permit




KITCHENA: 150 sq ft

LIVING / DININGA: 174 sq ft


HALLA: 43 sq ft

BATHA: 37 sq ft

CL 1A: 12 sq ft

LC 1A: 7 sq ft

LC 3A: 4 sq ft

LC 4A: 6 sq ft

CL 2A: 13 sq ft

PORCHA: 79 sq ft

LC2A: 2 sq ft

SCALE: 3/16" = 1'-0"

2 CONSTRUCTION PHASING NEWSCALE: 3/16" = 1'-0"

1 CONSTRUCTION PHASING DEMO

CONSTRUCTIONPHASING

DIAGRAMS

3/16" = 1'-0"

THIS SHEET IS NOT

PART OF PERMIT SET

A0


SHEET NO:

SHEET TITLE:

JOB NO:DATE:SCALE:



SEAL / SIGNATURE:

BUILDING DESIGNER:

1209

N. F

ORM

OSA

AVE.

SUI

TE 3

WES

T HO

LLYW

OOD,

CA

9004

6

10.07.2016

CARL

OS F

LORE

Z32

3.81

9.74

50

047

ENGINEER:

REVISIONS:

1390

7 Bu

rton

Str

eet

BURT

ON

REM

OD

EL

Pano

ram

a Ci

ty, C

A 91

402

PROJECT / LOCATION:



CD FINAL / SE SET

03.07.16

PC Submittal

Final Permit

Schematic Design


10.07.16

S.E. & T24 Set 07.06.16

NN

CONSULTANTS

PROJECT INFORMATIONBRANDON MARLO (605) 682-9768LEVI CHAMBERS (620) 206-6344

13907 BURTON STREETPANORAMA CITY, CA 91402

TRACT: TR 14887, MAP REFERENCE: M B 367-34/38BLOCK: NONE, LOT: 16

2213-011-006

R1-1

2013 CBC, 2011 LABC

1-STORY EXISTING RESIDENTIAL BUILDINGYEAR BUILT / 1950/1951OCCUPANCY R-3/UCONSTRUCTION TYPE V-B(E) 3 BEDROOMS / 1 BATHROOM(N) 2 BEDROOMS / 2 BATH

INTERIOR MODIFICATION FOR A NEW BATHROOM IN ANEXISTING RESIDENCE & REMODEL OF THE EXISTINGBATHROOM AND RELOCATION OF ENTRY DOOR.

60' x 107' = 6,418.3 S.F.

1,091 EXISTING RESIDENCE462 EXISTING DETACHED GARAGE1,553 S.F. TOTAL NET AREA

PROPERTY OWNERS:

PROJECT ADDRESS:

LEGAL DESCRIPTION:

APN #:

ZONE:

CODE ANALYSIS:

BUILDINGDESCRIPTION:

PROJECTDESCRIPTION:

LOT SIZE:

BUILDING SIZE:

NET AREA'S:

LIST OF DRAWINGSARCHITECTURALBUILDING DESIGNER:

SOLRAC DESIGNCARLOS FLOREZ1209 N. FORMOSA AVE. SUITE 3.W. HOLLYWOOD, CA [email protected]

PROJECT INFO / NOTESGREEN FORMSDEMO / FLOOR PLANRCP / ROOF PLANENLARGE PLAN / ELEVATIONSELEVATIONS & SECTIONSCHEDULES

A1A2A3A4A5A6A7

ENERGY FORMS & CAL'ST24.1T24.2

STRUCTURALS1.0S1.1S1.2S1.3S2.0S2.1S3.0S3.1

GENERAL NOTESTYPICAL DETAILSTYPICAL DETAILSTYPICAL DETAILSFOUNDATION PLANROOF FRAMING PLANDETAILSDETAILS

TITLE-24 REPORTTITLE-24 REPORT

LIVINGDININGKITCHENHALLLC 1BEDROOM 1BATH 1CL 1BEDROOM 2BATH 2CL 2

369123150

437

1214112

1534725

RESIDENCE TOTAL AREA: 1,091 S.F.

GENERAL CONCRACTOR:T.B.D

(N) FRONT DECK(N) BACK DECK(E) C.C. PATIO

251357369

EXTERIOR SPACES:

STRUCTURAL ENGINEER:BE BASSO ENGINEERINGALEXANDRE BASSO, P.E.7231 SUMMITROSE ST.TUJUNGA, CA [email protected]

TITLE 24 ENERGY:TITLE24-CA.com19126 HAYNES STREET #2RESEDA, CA [email protected]

26.Contractor shall check and verify size and location of openings for vents, ducts,plumbing runs, electrical fixtures, etc. with mechanical, electrical, and architecturaldrawings, and mechanical and electrical contractors and shall make all changes therewithas approved by the Designer before framing walls and ceilings. Duct openings in firerated walls shall have fire dampers. Seal between ducts and partitions where required.

27.Contractor shall provide all necessary blocking, stiffeners, bracing, framing, hangers,or other support for all fixtures, equipment, cabinetry, furnishings and all other itemsrequiring the same.

28.At the time of bid submittal, the Contractor shall advise the Designer (in writing) of anyspecified materials or equipment which are either unavailable or will cause a delay in theconstruction completion schedule.

29.Immediately upon being awarded the contract, the Contractor shall prepare andsubmit to the Designer a construction progress schedule. The construction scheduleshall be continuously updated and posted on the job site at all times.

30.Contractor shall submit 3 copies of required shop drawings, calculations of fabricatedproducts, all finish materials and 3 copies of manufacturer's catalog sheets, brochures,color samples, installation instructions, etc. on manufactured products used/or installed inthe project to the Designer before purchase or delivery to the site. All shop drawings shallbe approved by the Designer. The Designer's approval of such drawings shall not relievethe Contractor of responsibility for errors of any sort pertaining to the shop drawings.

31.The Contractor shall be responsible for replacement or repair of any damage causedby him or his subcontractors. The Contractor shall be responsible for any damage tounderground utilities encountered in areas where excavations are indicated and shallrepair any such damage at his own expense. Where utility lines must be maintainedunder building, they shall be properly sleeved through foundation walls.

32.Contractor shall guarantee all workmanship and materials for one year except whereindicated in various specification sections for a longer period. The guarantee period isbased on the date of completion of the work, as called out herein. After acceptance of thebuilding, if during the guarantee period any defects or faulty materials are found,Contractor shall replace and repair them, together with any damage to finish, fixtures,equipment or furnishings due to defective work, upon notification by the Architect, and atno additional expense to the Owner. Exception: The roofing subcontractor shall submit amaintenance agreement, cosigned by the Contractor, to maintain the roofing in awatertight condition for a period of one year.

33.Contractor shall provide the Owner a list of the heating, cooling, water heating andlighting systems and features, components and mechanical devices, conservation orsolar devices installed in the building, and instructions on how to use them efficiently.Sec. 1403(b)1.

34.Contractor shall provide Owner with the original Owner's Manuals and Instructions forall appliances, special equipment, lighting fixtures, plumbing fixtures, mechanicalequipment, etc. installed in the building compiled in a binder for the Owner's futurereference.

35.Contractor shall provide Owner with a recommended maintenance schedule forfinishes and components of the building that should be attended to regularly, such aspainting of wood and metal, cleaning of gutters, replacing filters in the air conditioner andfurnaces, etc.

BUILDING CODE

GENERAL REQUIREMENTS

1. The construction shall not restrict a five-foot clear and unobstructed access to any water or power distribution facilities (Power poles, pull-boxes, transformers, vaults, pumps valves, meters, appurtenances, etc.) or to the location of the hook-up. The construction shall not be within ten feet of any power lines-whether or not the lines are located on the property. Failure to comply may cause construction delays and/or additional expenses.

2. An approved Seismic Gas Shutoff Valve will be installed on the fuel gas line on the down stream side of the utility meter and be rigidly connected to the exterior of the building or structure containing the fuel gas piping. (Per Ordinance 170,158) (Includes Commercial additions and TI work over $10,000.) Separate plumbing permit is required.

3. Provide ultra flush water closets for all new construction. Existing shower heads and toilets must be adapted for low water consumption.

4. A copy of the evaluation report and/or conditions of listing shall be made available at the job site.

FIRE-RESISTANCE RATED CONSTRUCTION

1. Fire blocking must be provided in accordance with Section 717 at the following locations: a. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels. b. In concealed spaces of stud walls and partitions, including furred spaces, at 10-foot intervals along the length of the wall. c. At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. d. In concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the wall under the stairs is unfinished. e. In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage of fire at ceiling and floor levels, with noncombustible materials.

GENERAL REQUIREMENTS

1.These specifications are for '13907 Burton Street, Panorama City, CA 91402'.

2. All applicable provisions of the 2013 edition of the California Building Code and with2011LA County Amendments shall be adhered to in the construction of this project. It isthe Contractor's responsibility to construct the project as per these codes.

3. Contractor shall comply with current editions of all applicable codes and ordinances.Contractor shall pay all fees, miscellaneous costs, and obtain and pay for all permitsnecessary to complete all work, with the exception of the Building Permit which theOwner shall pay for prior to the start of work.

4.Contractor shall be responsible for conformance with inspection requirements for theCity of West Hollywood. Where the plans call for on site inspections by professionalengineers, the Contractor shall be responsible for retaining the engineers and securingtheir respective written approvals for work in progress.

5.The Contractor shall carry in force all needed insurance, licenses, fees, permits, taxesas required by law for the duration of the project.

6.The Contractor shall maintain liability insurance to protect himself and hold the Ownerand the Designer harmless from any and all claims for damages, for personal bodily injuryor death, or property damage, during the course of the contract. (Fire insurance shall bemaintained by Owner.)

7.Contractor shall provide sufficient means for protecting existing exposed interiorfinishes, new construction and materials from damage by other trades, weather, orvandals for the course of the project. Contractor shall provide all barricades, fences, andother items required by local ordinances and codes.

8.All plumbing fixtures, finishes, hardware and miscellaneous items shall be selected and/or approved by the Owner and Designer unless noted on plans or specifications. "Orapproved equal" means equal approved by Designer.

9.Field samples and mock-ups shall be prepared at the site by the Contractor as specifiedin the various sections of the specification. Affected finish work shall not be started untilthe Designer has accepted as satisfactory the field samples and/or mock-up in writing.

10.If the Contractor desires to use any other brand or manufacturer of equal quality,appearance and utility to the product specified, he shall request substitution to theDesigner with specifications and/or samples.

11.The Owner and immediate neighbors, or neighbors to be affected, should be madeaware 24 hours in advance of construction activities that are potentially disruptive. Use ofneighbor's property is expressly forbidden without their permission. Contractor will beresponsible for any and all damage to such property in the event that damage is done.

12.The Owner may order extra work or make changes by altering, adding to, or deductingfrom the work. The contract sum shall be adjusted accordingly. Changes or alterations,etc. shall be approved by the Owner prior to the start of this work.

13.The intent of these documents (i.e. specifications, drawings and schedules) is todescribe the work including all labor, materials, services, equipment, and transportationnecessary for complete and proper execution of the work indicated on the drawings orreasonably inferred therefrom. Where drawings are in conflict, Contractor is to provideOwner with most expensive of conflicting versions.

14.The Designer will in no way be responsible for how the work is performed, safety in,on or about the job site, nor means, methods, or timeliness in the performance of thework.

15.Shop and field work shall be performed by mechanics, craftsmen, and workers skilledand experienced in the fabrication and installation of the work involved. All work on thisproject shall be performed in accordance with the best accepted practices of the varioustrades involved and in accordance with the drawings, reviewed shop drawings, and thesespecifications.

16.These construction documents are based on observation and documentation ofexisting conditions by the Designer and from documents provided by the Owner. TheDesigner makes no claim to the accuracy of such observation. Should the Contractorencounter field conditions which vary from these construction documents which effect theintent of these drawings or the contract/subcontract sum, the Designer shall be notifiedimmediately. The Contractor shall verify dimensions against field conditions. All tradesshall verify at the project site, conditions and measurements related to their work.

17.Contractor shall not scale the drawings. Dimensions on floor plans are shown tocenterline and/or face of stud and to outside of foundation wall unless noted otherwise.Written notes take precedence over line drawings.

18.Contractor shall notify the Designer immediately for directions in the event that anyunusual conditions not covered by these notes and documents are encountered duringconstruction.

19.The Contractor shall be responsible for the accuracy of the building lines and levels.The Contractor shall compare carefully the lines and levels shown on the drawings withexisting levels for the location and construction of the work and shall call the Designer'sattention to any discrepancies before proceeding with the work.

20.Contractor shall insure that cutting, filling, patching, etc. by all trades causes all partsto come together properly. The connection of adjoining materials shall be executedaccording to instruction by Designer only.

21.Trades shall furnish all labor, equipment, materials and services required to perform allwork necessary, indicated, reasonably inferred, or required by any code with jurisdictionto complete their scope of work for a complete and properly finished job using only newmaterials U.N.O. in accordance with the best accepted standards of workmanship. Allitems that are to be furnished by Owner are to be installed by Contractor.

22.The Contractor shall have a superintendent at the construction site whenever anywork under this Contract is being performed in order to provide constant supervision.

23.Contractor shall maintain the job site in a neat and safe condition in accordance withTitle 8 of Construction Safety Orders as enforced by the Division of Industrial Safety at alltimes throughout the construction period. The Contractor shall, on a weekly basis, cleanup, remove and dispose in a legal manner all debris and waste attributed to the job.

24.Consultant work that is not a part of the contract documents executed by thisagreement has not been coordinated by the Designer. Contractor shall notify theDesigner of any discrepancies that prevent execution of the work covered by thesedocuments.

25.Contractor shall coordinate with other contractors directly and separately employed byOwner for timely storage and installation of their product. Only new materials shall beused unless noted otherwise on drawings. Materials and products shall be delivered tothe building site in original packages. Materials and products shall be stored aboveground on wood blocking in an upright position protected from the elements in a mannerto prevent damage or marring of finish.

13'-3

7/8"

11'-5

7/8"

30'

10'

PR

OP

ER

TY L

INE

107

.00'

PROPERTY LINE 60.00'

PR

OP

ER

TY L

INE

107

.00'

10' M

IN.

(E) WALKWAY

(E) PARKWAY

PROPERTY LINE 60.00'

JACUZZI8' x 6'

POOL9'-8" x 15'-0"

SHALLOW AREA

9'-8" x 4'-6"

FRONTENTRY

(N) DECK

(N) DECK

LIVING

DINING

PATIO

KITCHENBATH 1

BEDROOM 1

BEDROOM 2

LC1

CL 2

BATH 2

2 CAR GARAGE

BURTON STREET

ALLEY

(Under SeparatePermit)

HALL

CL 1

C L

C L

1 VICINITY MAPSCALE: 1/8" = 1'-0"2 SITE PLAN

PROJECT INFO./ VICINITY MAP &GENERAL NOTES

A1AS NOTED

13907 Burton StreetPanorama City, CA 91402

RESIDENCE ADDITION


SHEET NO:

SHEET TITLE:

JOB NO:DATE:SCALE:



SEAL / SIGNATURE:

BUILDING DESIGNER:

1209

N. F

ORM

OSA

AVE.

SUI

TE 3

WES

T HO

LLYW

OOD,

CA

9004

6

10.07.2016

CARL

OS F

LORE

Z32

3.81

9.74

50

047

ENGINEER:

REVISIONS:

1390

7 Bu

rton

Str

eet

BURT

ON

REM

OD

EL

Pano

ram

a Ci

ty, C

A 91

402

PROJECT / LOCATION:



CD FINAL / SE SET

03.07.16

PC Submittal

Final Permit

Schematic Design


10.07.16

S.E. & T24 Set 07.06.16

[� ��STORM WATER POLLUTION CONTROL�� FORM ��(2014 Los Angeles Green Building Code) � � GRN 1�

�

Revised�01Ͳ01Ͳ2014� Page�1�of�1� ��www.ladbs.org��

Storm Water Pollution Control Requirements for Construction Activities Minimum Water Quality Protection Requirements for All Construction Projects

The following notes shall be incorporated in the approved set of construction/grading plans and represents the minimum standards of good housekeeping which must be implemented on all construction projects.

Construction means constructing, clearing, grading or excavation that result in soil disturbance. Construction includes structure teardown (demolition). It does not include routine maintenance to maintain original line and grade, hydraulic capacity, or original purpose of facility; emergency construction activities required to immediately protect public health and safety; interior remodeling with no outside exposure of construction material or construction waste to storm water; mechanical permit work; or sign permit work. (Order No. 01-182, NPDES Permit No. CAS004001 – Part 5: Definitions)

1. Eroded sediments and pollutants shall be retained on site and shall not be transported from the site via sheet flow, swales, area drains, natural drainage or wind.

2. Stockpiles of earth and other construction-related materials shall be covered and/or protected from being transported from the site by wind or water.

3. Fuels, oils, solvents and other toxic materials must be stored in accordance with their listing and shall not contaminate the soil nor the surface waters. All approved toxic storage containers are to be protected from the weather. Spills must be cleaned up immediately and disposed of properly and shall not be washed into the drainage system.

4. Non-storm water runoff from equipment and vehicle washing and any other activity shall be contained on the project site.

5. Excess or waste concrete may not be washed into the public way or any drainage system. Provisions shall be made to retain concrete waste on-site until it can be appropriately disposed of or recycled.

6. Trash and construction –related solid wastes must be deposited into a covered receptacle to prevent contamination of storm water and dispersal by wind.

7. Sediments and other materials shall not be tracked from the site by vehicle traffic. The construction entrance roadways must be stabilized so as to inhibit sediments from being deposited into the street/public ways. Accidental depositions must be swept up immediately and may not be washed down by rain or by any other means.

8. Retention basins of sufficient size shall be provided to retain storm water runoff on-site and shall be properly located to collect all tributary site runoff.

9. Where retention of storm water runoff on-site is not feasible due to site constraints, runoff may be conveyed to the street and the storm drain system provided that an approved filtering system is installed and maintained on-site during the construction duration.

FORM

2014 Los Angeles Green Building Code GRN 9

Page 1 of 1 Revised 07-01-2015 www.ladbs.org

MANDATORY REQUIREMENTS CHECKLIST

ADDITIONS AND ALTERATIONS TO RESIDENTIAL BUILDINGS

(COMPLETE AND INCORPORATE THIS FORM INTO THE PLANS)

Project Address: _________________________________ Date: _____________________

ITEM #

CODE SECTION REQUIREMENT

REFERENCE SHEET Sheet # or N/A

COMMENTS

e.g. note #, detail # or reason for N/A

PLANNING AND DESIGN

1 4.106.2 Storm water drainage and retention during construction

2 4.106.3 Grading and paving 3 4.106.5 Cool roof for reduction of heat island effect

WATER EFFICIENCY & CONSERVATION 4 4.303.1 Water conserving plumbing fixtures and fittings 5 4.303.1.3.2 Multiple showerheads serving one shower 6 4.304.1 Outdoor potable water use in landscape areas 7 4.304.2 Irrigation controllers

MATERIAL CONSERVATION & RESOURCE EFFICIENCY 8 4.406.1 Rodent proofing 9 4.407.3 Flashing details 10 4.407.4 Material protection 11 4.408.1 Construction waste reduction of at least 50% 12 4.410.1 Operation and maintenance manual

ENVIRONMENTAL QUALITY 13 4.503.1 Fireplaces and woodstoves

14 4.504.1 Covering of duct openings and protection of mechanical equipment during construction

15 4.504.2 Finish material pollutant control Adhesives, sealants, caulks Paints and coatings Aerosol paints and coatings Verification

16 4.504.2.1 17 4.504.2.2 18 4.504.2.3 19 4.504.2.4 20 4.504.3 Carpet systems 21 4.504.3.1 Carpet cushion 22 4.504.4 Resilient flooring systems 23 4.504.5 Composite wood products 24 4.505.2.1 Capillary break 25 4.505.3 Moisture content of building materials 26 4.506.1 Bathroom exhaust fans 27 4.507.2 Heating and air-conditioning system design

FORM GRN 11

Revised�02Ͳ28Ͳ2014� ��Page�1�of�1� �www.ladbs.org�

VOC AND FORMALDEHYDE LIMITS 2014 Los Angeles Green Building Code (Incorporate this form into the plans) �

The tables below are taken from the 2014 Los Angeles Green Building Code Tables 4.504.1, 4.504.2, 4.504.3, 4.504.5, 5.504.4.1, 5.504.4.2, 5.504.4.3, 5.504.4.5

VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2,3

Grams of VOC per Liter of Coating, Less Water and Less Exempt Compounds

COATING CATEGORY2,3 CURRENT LIMIT Flat coatings 50 Nonflat coatings 100 Nonflat-high gloss coatings 150 Specialty Coatings Aluminum roof coatings 400 Basement specialty coatings 400 Bituminous roof coatings 50 Bituminous roof primers 350 Bond breakers 350 Concrete curing compounds 350 Concrete/masonry sealers 100 Driveway sealers 50 Dry fog coatings 150 Faux finishing coatings 350 Fire resistive coatings 350 Floor coatings 100 Form-release compounds 250 Graphic arts coatings (sign paints) 500 High temperature coatings 420 Industrial maintenance coatings 250 Low solids coatings1 120 Magnesite cement coatings 450 Mastic texture coatings 100 Metallic pigmented coatings 500 Multicolor coatings 250 Pretreatment wash primers 420 Primers, sealers, and undercoaters 100 Reactive penetrating sealers 350 Recycled coatings 250 Roof coatings 50 Rust preventative coatings 250 Shellacs

Clear Opaque

730 550

Specialty primers, sealers and undercoaters 100 Stains 250 Stone consolidants 450 Swimming pool coatings 340 Traffic marking coatings 100 Tub and tile refinish coatings 420 Waterproofing membranes 250 Wood coatings 275 Wood preservatives 350 Zinc-rich primers 340

1. Grams of VOC per liter of coating, including water and including exempt compounds. 2. The specified limits remain in effect unless revised limits are listed in subsequent columns in the table. 3. Values in this table are derived from those specified by the California Air Resources Board, Architectural Coatings Suggested Control Measure, February 1, 2008. More information is available from the Air Resources Board.

FORMALDEHYDE LIMITS1 Maximum Formaldehyde Emissions in Parts per Million.

PRODUCT CURRENT

LIMIT Hardwood plywood veneer core 0.05 Hardwood plywood composite core 0.05 Particleboard 0.09 Medium density fiberboard 0.11 Thin medium density fiberboard2 0.13

1. Values in this table are derived from those specified by the California Air Resources Board, Air Toxics Control Measure for Composite Wood as tested in accordance with ASTM E 1333. For additional information, see California Code of Regulations, Title 17, Sections 93120 through 93120.12. 2. Thin medium density fiberboard has a maximum thickness of 5/16 inches (8 mm).

SEALANT VOC LIMIT

Less Water and Less Exempt Compounds in Grams per LiterSEALANTS CURRENT VOC LIMIT

Architectural 250 Marine deck 760 Nonmembrane roof 300 Roadway 250 Single-ply roof membrane 450 Other 420

SEALANT PRIMERS Architectural

Nonporous Porous

250 775

Modified bituminous 500 500 Marine deck 760 Other 750 Note: For additional information regarding methods to measure the VOC content specified in these tables, see South Coast Air Quality Management District Rule 1168.

ADHESIVE VOC LIMIT 1,2

Less Water and Less Exempt Compounds in Grams per LiterARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT

Indoor carpet adhesives 50 Carpet pad adhesives 50 Outdoor carpet adhesives 150 Wood flooring adhesive 100 Rubber floor adhesives 60 Subfloor adhesives 50 Ceramic tile adhesives 65 VCT and asphalt tile adhesives 50 Drywall and panel adhesives 50 Cove base adhesives 50 Multipurpose construction adhesives 70 Structural glazing adhesives 100 Single-ply roof membrane adhesives 250 Other adhesives not specifically listed 50 SPECIALTY APPLICATIONS PVC welding 510 CPVC welding 490 ABS welding 325 Plastic cement welding 250 Adhesive primer for plastic 550 Contact adhesive 80 Special purpose contact adhesive 250 Structural wood member adhesive 140 Top and trim adhesive 250 SUBSTRATE SPECIFIC APPLICATIONS Metal to metal 30 Plastic foams 50 Porous material (except wood) 50 Wood 30 Fiberglass 80 1. If an adhesive is used to bond dissimilar substrates together, the adhesive with the highest VOC content shall be allowed. 2. For additional information regarding methods to measure the VOC content specified in this table, see South Coast Air Quality Management District Rule 1168, http://www.arb.ca.gov/DRDB/SC/CURHTML/R1168.PDF.

FORM 2014 Los Angeles Green Building Code GRN 14

Revised 1-9-2015 Page 1 of 1 www.ladbs.org

GREEN BUILDING CODE PLAN CHECK NOTES RESIDENTIAL BUILDINGS

1. For each new dwelling and townhouse, provide a minimum 1-inch diameter listed raceway that can accommodate a dedicated 208/240 volt branch circuit. The panel or subpanel shall have sufficient capacity to support at least Level 2 EVSE. A label stating “EV CAPABLE” shall be posted in a conspicuous place at the service panel or subpanel and next to the raceway termination point. (4.106.4.1)

2. EV spaces within the common parking area serving R-occupancies, shall

have labels posted stating “EV CAPABLE” at both the EV charging space and at a conspicuous place at the service panel or subpanel. The electrical system shall have sufficient capacity to simultaneously charge all designated EV spaces at full rated amperage based on Level 2 EVSE. A separate electrical permit is required. (4.106.4.2)

3. Roofs with VORSHVޒ��VKDOO�KDYH�DQ�65,�YDOXH�RI�DW�OHDVW��RU�ERWK�D�

3-year solar reflectance of at least 0.63 and a thermal emittance of at least 0.75. Roofs with slopes > 2:12 shall have an SRI value of at least 16 or both a 3-year solar reflectance of at least 0.20 and a thermal emittance of at least 0.75. (4.106.5)

4. The required hardscape used to reduce heat island effects shall have a solar reflectance value of at least 0.30 as determined per ASTM E918 or ASTM C1549. (4.106.7)

5. The flow rates for all plumbing fixtures shall comply with the maximum

flow rates in Section 4.303.1. (4.303.1) 6. When a shower is served by more than one showerhead, the combined

flow rate of all the showerheads controlled by a single valve shall not exceed 2.0 gallons per minute at 80psi, or the shower shall be designed to only allow one showerhead to be in operation at a time. (4.303.1.3.2)

7. Installed automatic irrigation system controllers shall be weather- or

soil-based controllers. (4.304.1) 8. For projects that include landscape work, the Landscape Certification,

Form GRN 12, shall be completed prior to final inspection approval. (State Assembly Bill No. 1881) 9. Annular spaces around pipes, electric cables, conduits, or other openings

in the building’s envelope at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry, or metal plates. Piping prone to corrosion shall be protected in accordance with Section 313.0 of the Los Angeles Plumbing Code. (4.406.1)

10. Materials delivered to the construction site shall be protected from rain

or other sources of moisture. (4.407.4) 11. Only a City of Los Angeles certified hauler will be used for hauling of

construction waste. (4.408.1)

12. For all new equipment, an Operation and Maintenance Manual including, at a minimum, the items listed in Section 4.410.1, shall be completed and placed in the building at the time of final inspection. (4.410.1)

13. All new gas fireplaces must be direct-vent, sealed combustion type. Wood burning fireplaces are prohibited per AQMD Rule 445. (4.503.1, AQMD Rule 445)

14. All duct and other related air distribution component openings shall be covered with tape, plastic, or sheet metal until the final startup of the heating, cooling and ventilating equipment. (4.504.1)

15. Architectural paints and coatings, adhesives, caulks and sealants shall comply with the Volatile Organic Compound (VOC) limits listed in Tables 4.504.1-4.504.3. (4.504.2.1-4.504.2.3)

16. The VOC Content Verification Checklist, Form GRN 2, shall be completed and verified prior to final inspection approval. The manufacturer’s specifications showing VOC content for all applicable products shall be readily available at the job site and be provided to the field inspector for verification. (4.504.2.4)

17. All new carpet installed in the building interior shall meet the testing and

product requirements of one of the following: a. Carpet and Rug Institute’s Green Label Plus Program b. California Department of Public Health’s Specification 01350 c. NSF/ANSI 140 at the Gold level d. Scientific Certifications Systems Indoor Advantage™ Gold

(4.504.3) 18. All new carpet cushion installed in the building interior shall meet the

requirements of the Carpet and Rug Institute Green Label program. (4.504.3.1)

19. 80% of the total area receiving resilient flooring shall comply with one

or more of the following: a. VOC emission limits defined in the CHPS High Performance

Products Database b. Products compliant with the CHPS criteria certified under the

Greenguard Children & Schools program c. Certification under the Resilient Floor Covering Institute (RFCI)

FloorScore program d. Meet the California Department of Public Health’s Specification

01350 (4.504.4)

20. New hardwood plywood, particle board, and medium density fiberboard

composite wood products used in the building shall meet the formaldehyde limits listed in Table 4.504.5. (4.504.5)

21. The Formaldehyde Emissions Verification Checklist, Form GRN 3, shall

be completed prior to final inspection approval. The manufacturer’s specifications showing formaldehyde content for all applicable wood products shall be readily available at the job site and be provided to the field inspector for verification. (4.504.5)

22. A 4-inch thick base of ½ inch or larger clean aggregate shall be provided

for proposed slab on grade construction. (4.505.2.1) 23. A vapor barrier shall be provided in direct contact with concrete for

proposed slab on grade construction. (4.505.2.1) 24. Building materials with visible signs of water damage shall not be

installed. Wall and floor framing shall not be enclosed until it is inspected and found to be satisfactory. (4.505.3)

25. Newly installed bathroom exhaust fans shall be ENERGY STAR

compliant and be ducted to terminate to the outside of the building. Provide the manufacturer’s cut sheet for verification. (4.506.1)

26. Newly installed bathroom exhaust fans, not functioning as a component

of a whole house ventilation system, must be controlled by a humidistat which shall be readily accessible. (4.506.1)

27. The heating and air-conditioning systems shall be sized and designed

using ANSI/ACCA Manual J-2004, ANSI/ACCA 29-D-2009 or ASHRAE handbooks and have their equipment selected in accordance with ANSI/ACCA 36-S Manual S-2004. (4.507.2)

FORM

GRN 16 �

Revised�01Ͳ01Ͳ2014� Page�1�of�1� �www.ladbs.org��

PLUMBING FIXTURE FLOW RATES Residential Occupancies

2014 Los Angeles Green Building Code (Incorporate this form into the plans)

SECTION 4.303.1 FIXTURE FLOW RATES

FIXTURE TYPE MAXIMUM ALLOWABLE FLOW RATE

Showerheads 2 gpm @ 80 psi

Lavatory faucets, residential 1.5 gpm @ 60 psi1

Lavatory Faucets, nonresidential 0.4 gpm @ 60 psi2

Kitchen faucets 1.8 gpm @ 60 psi3

Gravity tank type water closets 1.28 gallons/flush4

Flushometer tank water closets 1.28 gallons/flush4

Flushometer valve water closets 1.28 gallons/flush4

Urinals 0.125 gallons/flush 1 Lavatory Faucets shall not have a flow rate less than 0.8 gpm at 20 psi. 2 Kitchen faucets may temporarily increase flow above the maximum rate, but not above 2.2gpm @ 60psi and must default to a maximum flow rate of 1.8 gpm @ 60psi. 3 Where complying faucets are unavailable, aerators rated at .35 gpm or or other means may be used to achieve reduction. 4 Includes single and dual flush water closets with an effective flush of 1.28 gallons or less.

Single Flush Toilets - The effective flush volume shall not exceed 1.28 gallons (4.8 liters). The effective flush volume is the average flush volume when tested in accordance with ASME A112.19.233.2.

Dual Flush Toilets - The effective flush volume shall not exceed 1.28 gallons (4.8 liters). The effective flush volume is defined as the composite, average flush volume of two reduced flushes and one full flush. Flush volumes will be tested in accordance with ASME A112.19.2 and ASME A112.19.14.

A2AS NOTED

GREEN FORMS& NOTES


SHEET NO:

SHEET TITLE:

JOB NO:DATE:SCALE:



SEAL / SIGNATURE:

BUILDING DESIGNER:

1209

N. F

ORM

OSA

AVE.

SUI

TE 3

WES

T HO

LLYW

OOD,

CA

9004

6

10.07.2016

CARL

OS F

LORE

Z32

3.81

9.74

50

047

ENGINEER:

REVISIONS:

1390

7 Bu

rton

Str

eet

BURT

ON

REM

OD

EL

Pano

ram

a Ci

ty, C

A 91

402

PROJECT / LOCATION:



CD FINAL / SE SET

03.07.16

PC Submittal

Final Permit

Schematic Design


10.07.16

S.E. & T24 Set 07.06.16

REMOVE DOORIN-FILL WALL

(REMOVE CC.PATHS & PAD)

DEMO WALLW / DOOR

REMOVE CC. STEPS

REMOVE PLANTER BOX

REMOVE PLANTER BOX

REMOVE PORCH W/POST, ROOF, STEPS& MTL. RAILING

REMOVEPLANTER BOX

REMOVE PLANTER BOX

(N) OPENING FOR(N) DOOR

(N) OPENING FOR(N) WINDOW



REMOVE WINDOWIN-FILL WALL

REMOVE WINDOWIN-FILL PARTIAL WALL




REMOVE WINDOWS / POSTFOR (N) ENTRY DOOR


REMOVE LANDING/ STEPS

REMOVE CC.LANDING / RAMP

ROOF LINE ABOVE

ROOF LINE ABOVE

REMOVEPLANTER BOX REMOVE WALK WAY

REMOVEPLANTER BOX

(REMOVELANDING

EXTEND F.P.FASCIA

(N) WINDOWOPENING

ENLARGE OPENING4'-2.5"(W) x 6'-8"(H)

ENLARGE OPENING4'-1"(W) x 6'-8"(H)

(N) WINDOWOPENING

CC. TO REMAININ THIS AREA

(REMOVE CC.PATHS & PAD)

REMOVEPARTITION WALL

REMOVEPLANTER BOX

RELOCATE VANITY

W D

D1D2

D3

D5

D6 D7

D4

D13

D12

D11

D10

D8

D9

E1

E2 E3

(E)W.H.




KITCHENA: 150 sq ft

LIVING / DININGA: 174 sq ft


HALLA: 43 sq ft

BATHA: 37 sq ft

CL 1A: 12 sq ft

LC 1A: 7 sq ft

LC 3A: 4 sq ft

LC 4A: 6 sq ft

CL 2A: 13 sq ft

PORCHA: 79 sq ft

LC2A: 2 sq ft

NN

2A6

ABCDF

1

2

3

4

5

E

3

AF

6"13

'-97/

16"

5'-2

7/8"

-1.81' F.F.-1.65' F.F.

0" F.F.0" F.F.

-0.58' F.F.

0" F.F.

0" F.F.

AA6

3A6

4A6

1A6

(N) C.C. STEPS

(N) C.C. WALL 36" H.SMOOTH PLASTER

(N) C.C. STEPS

(N) WD. DECK

(N) BUILDING ADDRESS NO.

IN FILL OPENING

IN FILL OPENING

(N) C.C. STEPS.

(N) ROOF ENTRY

EXTEND F.P.FASCIA

(N) CC. PAVERS

UNDERGROUNDWATER LINECONNECTING TO WASHER

(N) C.C. STEPS

IN FILL OPENING

(GRAVEL AREA)

(GRAVEL AREA)

ENLARGE OPENING4'-2.5"(W) x 6'-8"(H)

ENLARGE OPENING4'-1"(W) x 6'-8"(H)

(GRAVEL AREA)

(N) F.P. HEARTHCANTILEVERED

W D

A

B

E

F

O

H I

J

K

LMN

G

E2 E3

03

REFER:A5 PLAN

(N) MIN. 2%SLOPE

(E)W.H.

C

D

(N) BUILT-IN (N) BUILT-IN

(E) ISLAND

(N) MIN. 2%

SLOPE



KITCHENA: 150 sq ft


CL 1A: 12 sq ft

LC 1A: 7 sq ft

CL 2A: 25 sq ft

BATH 2A: 47 sq ft

BATH 1A: 41 sq ft

HALLA: 43 sq ft

DININGA: 123 sq ft

LIVINGA: 369 sq ft

FRONT WD.DECKA: 251 sq ft

C.C. PATIOA: 369 sq ft

BACK WD.DECKA: 357 sq ft

(N) WOOD DECK W/ TYP. CC.FOOTING / POST / FRAMING SUPPORTPER MANUFACTURE SPEC.

(N) WOOD DECK W/ TYP.CC. FOOTING / POST/ FRAMING SUPPORT

PER MANUFACTURE SPEC.

01

02

REFER: A5 PLAN

WALL TYPES

DEMO WALL

EXISTING WALL TO REMAIN

IN-FILL EXISTING 2X4 STUD WALL

NEW INTERIOR 2X4 WD. STUD WALL

SCALE: 1/4" = 1'-0"1 DEMO PLANSCALE: 1/4" = 1'-0"2 GROUND FLOOR PLAN

1/4" = 1'-0"

DEMO /FLOOR PLAN

A3


SHEET NO:

SHEET TITLE:

JOB NO:DATE:SCALE:



SEAL / SIGNATURE:

BUILDING DESIGNER:

1209

N. F

ORM

OSA

AVE.

SUI

TE 3

WES

T HO

LLYW

OOD,

CA

9004

6

10.07.2016

CARL

OS F

LORE

Z32

3.81

9.74

50

047

ENGINEER:

REVISIONS:

1390

7 Bu

rton

Str

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BURT

ON

REM

OD

EL

Pano

ram

a Ci

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A 91

402

PROJECT / LOCATION:



CD FINAL / SE SET

03.07.16

PC Submittal

Final Permit

Schematic Design


10.07.16

S.E. & T24 Set 07.06.16

FA

A

F

E

E

E

A

A

8'-6

1/2"

8'-7

1/2"

4'-1

5/8"

2'-51/2"

3'-2"

4'-1

"

2'-8"

6'-1

0"

1'-6

"

8'-6"

GFI

GFI GFI

HALL

CL 1

F

F

F

F

F

D

D

C

BBEDROOM 1

LC 1

BATH 1

CL 2

BATH 2

DINING

LIVING

C.C PATIO

FRONTWD. DECK

BEDROOM 2

KITCHEN

BACKWD.DECK

F

F

SENSOR

2'-0"

5'-5

1/8"

10'-0

"4'

-41/

8"

(N) ENTRY ROOF

(E) ROOFSLOPE 2:12

(E) ROOFSLOPE 2:12

(E) ROOFSLOPE 2:12

(E) ROOFSLOPE 2:12

(E) ROOFSLOPE 2:12

(E) R

OO

FS

LOP

E(E

) RO

OF

SLO

PE

PR

OP

ER

TY L

INE

107

.00'

PR

OP

ER

TY L

INE

107

.00'

(E) ROOFSLOPE 2:12

(N) R

OOF

SLOP

E 4:

12(N

) ROO

FSL

OPE

4:12

LIGHT FIXTURE SCHEDULE

NO. FIXTURE TYPE MANUFACTURER MODEL NO. QTY.

A SURFACE MOUNT INTERIOR (FIXTURE TYPE T.B.D.) 4

B 18" STRIP INTERIOR LED 1

C 36" STRIP INTERIOR LED 1

D IN GROUND EXTERIOR LED 2

E HANGING LIGHT EXTERIOR LED 3

F STEP LIGHT EXTERIOR LED 7

NN

SCALE: 1/4" = 1'-0"1 REFLECTIVE CEILING PLANSCALE: 1/4" = 1'-0"2 ROOF FRAMING PLAN

1/4" = 1'-0"

RCP / ROOFPLAN

A4"FOR REFERENCE ONLY"


SHEET NO:

SHEET TITLE:

JOB NO:DATE:SCALE:



SEAL / SIGNATURE:

BUILDING DESIGNER:

1209

N. F

ORM

OSA

AVE.

SUI

TE 3

WES

T HO

LLYW

OOD,

CA

9004

6

10.07.2016

CARL

OS F

LORE

Z32

3.81

9.74

50

047

ENGINEER:

REVISIONS:

1390

7 Bu

rton

Str

eet

BURT

ON

REM

OD

EL

Pano

ram

a Ci

ty, C

A 91

402

PROJECT / LOCATION:



CD FINAL / SE SET

03.07.16

PC Submittal

Final Permit

Schematic Design


10.07.16

S.E. & T24 Set 07.06.16

7'-5

3/8"

51/4"

4'-0

"

6'-41/8"

11'-1

05/8"

2'-1

0"2'

-6"

4'-6

5/8"

2'-0

"

73/8"

1'-6

"

3'-1

3/8"

4'-11"

1'-6"

2'-61/8" 3'-10"

51/4"51/4"

2'-1

0"3'

-13/

8"1'

-6"

1'-8

"3'

-0"

1

2

3

4

REUSE (E) TOILET

24" x 30"CLR.

24" x 30"CLR.

BATH 2

BATH 1

CL.2

HALL

LC 1

CL. 1

(E) TUBE TO REMAIN

5

6

7

8

F2

F2

02

01

E3

N

E2

(E) TUBE TO REMAIN

E3

32"

10"

16"

6"

1'-6"

32"

15"3'-4"

10"

16"

6"

MIRROR2' X 3'

3'-2" 3'-2"

10"

20"

36"

6'-4"

6"

MIRROR5' X 3'

W2

1'-6"

36"

20"

10"

6"

W2

02

15"

8'-0

"

3'-10"

W2

L

6"10

"20

"

36"

W2

RESTROOM FIXTURE SCHEDULE

FIXTURE TYPE MANUFACTURER MODEL NO. QTY.

LAVATORY T.B.D 3

HUNG WALL FAUCET T.B.D 3

TOILET REUSE EXISTING TOILET FOR BACH 1/ BATH 2 T.B.D. 2

MIRROR 2'X3' T.B.D 1

MIRROR 5'X3' T.B.D 1

SHOWER FAUCET T.B.D 1

GLASS SHOWER WALLS / DOOR T.B.D 1

SCALE: 1/2" = 1'-0"0 ENLARGE FLOOR PLAN

SCALE: 1/2" = 1'-0"1 BATH 1 NORTHSCALE: 1/2" = 1'-0"2 BATH 1 EAST

SCALE: 1/2" = 1'-0"3 BATH 1 SOUTHSCALE: 1/2" = 1'-0"4 BATH 1 WEST

SCALE: 1/2" = 1'-0"5 BATH 2 NORTHSCALE: 1/2" = 1'-0"6 BATH 2 EAST

SCALE: 1/2" = 1'-0"7 BATH 2 SOUTHSCALE: 1/2" = 1'-0"8 BATH 2 WEST 1/2" = 1'-0"

ENLARGE PLAN/ ELEVATIONS

A5


SHEET NO:

SHEET TITLE:

JOB NO:DATE:SCALE:



SEAL / SIGNATURE:

BUILDING DESIGNER:

1209

N. F

ORM

OSA

AVE.

SUI

TE 3

WES

T HO

LLYW

OOD,

CA

9004

6

10.07.2016

CARL

OS F

LORE

Z32

3.81

9.74

50

047

ENGINEER:

REVISIONS:

1390

7 Bu

rton

Str

eet

BURT

ON

REM

OD

EL

Pano

ram

a Ci

ty, C

A 91

402

PROJECT / LOCATION:



CD FINAL / SE SET

03.07.16

PC Submittal

Final Permit

Schematic Design


10.07.16

S.E. & T24 Set 07.06.16

69/16

"

12" 12"

TYP.

2 4 53

(N) WD. DECK

(N) ROOF

(N) WD. DECK

(N) ENTRANCEDOOR

(N) C.C. WALL 36" H.

IN-FILL OPENING

A

IJKL

D11D12

D3D4D5

E2

B

13

(N) C.C. STEPS(N) WOOD DECKFOR PHASE TWO

(N) SLIDER

IN FILL OPENING

(E) DOOR TOBE REPLACED

FG/E1

D8D9

E2

D C

(E)(E)(E)

N.I.C.

EA F

(N) C.C. STEPS(N) WOOD DECK

(N) 3 PANELBI-FOLD SLIDER

IN FILL OPENING

(E) WATER HEATER

E

H

E2E3

D7 D6

F D C B A

3'-0

"

ADDRESS NUMBER

(N) ENTRY ROOF

(N) WD. DECKOVER CC. FOOTING WALL (N) C.C. STEPS (N) C.C. WALL 36" H.

IN FILL OPENING

D13D2 D1

N

M

O

SCALE: 1/4" = 1'-0"A CC. STEP DETAIL

SCALE: 1/4" = 1'-0"4 RIGHT/EAST ELEVATION

SCALE: 1/4" = 1'-0"3 LEFT/WEST ELEVATION

SCALE: 1/4" = 1'-0"2 BACK/NORTH ELEVATIONSCALE: 1/4" = 1'-0"1 1 FRONT/SOUTH ELEVATION

EXT.ELEVATIONS

/ DETAIL

A61/4" = 1'-0"


SHEET NO:

SHEET TITLE:

JOB NO:DATE:SCALE:



SEAL / SIGNATURE:

BUILDING DESIGNER:

1209

N. F

ORM

OSA

AVE.

SUI

TE 3

WES

T HO

LLYW

OOD,

CA

9004

6

10.07.2016

CARL

OS F

LORE

Z32

3.81

9.74

50

047

ENGINEER:

REVISIONS:

1390

7 Bu

rton

Str

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BURT

ON

REM

OD

EL

Pano

ram

a Ci

ty, C

A 91

402

PROJECT / LOCATION:



CD FINAL / SE SET

03.07.16

PC Submittal

Final Permit

Schematic Design


10.07.16

S.E. & T24 Set 07.06.16

6'-8

"

2'-2" 2'-2"4'-4"

3'-0

"

2'-0"

3'-0

"

4'-0

"

2'-0"

2'-8

"

2'-0"

6'-8

"

6'-0"2'-2" 10'-6"

7'-0

"

2'-0"

6'-8

"

2'-8"

6'-8

"

7'-0

"

3'-0" 3'-0"

6'-8

"

2'-6"

2'-0

"5'

-0"

10'-6"

6'-8

"

EXT. DOOR / WINDOW SCHEDULES (EXIST/NEW)

NO. W / H LOCATION DESCRIPTION / NOTES / MANUFACTURER TYPE

E2 3'-8" x 3'-6" KITCHEN EXISTING TO REMAIN

E3 4'-0" x 2'-0" BATH 1 EXISTING TO REMAIN

A 6'-0" x 7'-0" LIVING MILGARD ENTRY DOUBLE DOOR 1

B 2'-2" x 5'-0" LIVING MILGARD WINDOW 2

C 2'-2" x 5'-0" LIVING MILGARD WINDOW 2

D 2'-2" x 5'-0" LIVING MILGARD WINDOW 2

E 10'-6" x 7'-0" LIVING MILGARD 3 PANEL BI-FOLD 3

F 12'-0" x 6'-8" DINING MILGARD 3 PANEL SLIDER 4

G 2'-8" x 6'-8" KITCHEN (E1) EXISTING DOOR TO BE REPLACED-SAME SIZE 5

H 4'-4" x 6'-8" BEDROOM 1 MILGARD DOUBLE DOOR 6

I 2'-0" x 4'-0" BEDROOM 1 MILGARD WINDOW 7

J 2'-0" x 4'-0" BEDROOM 1 MILGARD WINDOW 7

K 2'-0" x 4'-0" BEDROOM 2 MILGARD WINDOW 7

L 2'-0" x 4'-0" BEDROOM 2 MILGARD WINDOW 7

M 4'-4" x 6'-8" BEDROOM 2 MILGARD DOUBLE DOOR 6

N 2'-0" x 3'-0" BATH2 MILGARD WINDOW 8

O 2'-0" x 3'-0" DINING MILGARD WINDOW 8

TYPE: 1

ROOM FINISH SCHEDULE (INTERIOR)

ROOM NAME FLOOR COVE BASE WALLS CEILING ROOF

LIVING / ENTRY F1 CB1 W1 R1, R2

DINING F1 CB1 W1

KITCHEN

HALL

LC 1 F1 CB1 W1

BEDROOM 1 F1

BATH 1 F2 CB1 W1 C1

CL 1 F1

BEDROOM 2 F1 CB1 W1

BATH 2 F2 CB1 W2 C1

CL 2 F1 CB1 W1 C1

SAFETY GLAZING NOTES

1.Each pane of safety glazing installed in hazardous locations shall be identified by a manufacturer's designation specifying who appliedthe designation, the manufacturer or installer and the safety glazing standard. The following shall be considered specific hazardouslocations for the purposed of safety glazing.

Glazing in: Section 2406 a. Swing doors. b. Fixed and sliding panels of sliding door assemblies and panels in sliding and bi-fold closet door assemblies. c. Storm doors. d. Unframed swinging doors. e. Doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs, and showers. f. Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within 24" arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60" above the walking surfaces. g. Fixed or operable panels, other than described in items e and f, which meets all of the following conditions. i. Exposed area of an individual pane greater than 9 S.F. ii. Exposed bottom edge less than 18" above the floor. iii. Exposed top edge greater than 36" above the floor. iv. One or more walking surfaces within 36" horizontally of the plane of the glazing.

FINISH SCHEDULE DESCRIPTION (INTERIOR)

NO. MATERIAL / MANUFACTURER

F1 INT. HARDWOOD FLOORING TO REMAIN - (REPLACE / REMATCH / REPAIR IN ALL AFFECTED AREAS)

F2 TILE (DEMOLISH EXISTING HARDWOOD OR TILE AND REPLACE WITH (N) OCTAGON TILE)

CB1 TO MATCH EXIST

W1 GYPSUM BOARD (MATCH EXISTING FINISH AND COLOR, REPAIR OR REFINISH)

W2 SMOOTH PLASTER / CONCRETE FINISH

C1 MATCH EXISTING FINISH AND COLOR, REPAIR OR REFINISH)

NOTE:F=FLOOR CB=COVE BASE W=WALL C=CEILING R=ROOF

TYPE: 6TYPE: 4TYPE: 2 TYPE: 3

TYPE: 8

ROOM FINISH SCHEDULE (EXTERIOR)

ROOM NAME FLOOR WALLS

FRONT DECK F3 W3

BACK DECK F3 W3

C.C. PATIO F4 W3

EXT. DOOR / WINDOW SCHEDULES (DEMO)

NO. W / H LOCATION DESCRIPTION / NOTES

D1 3'-0" x 6'-8" DINING DOOR TO BE REMOVED / FOR (N) WINDOW OR WALL IN-FILL

D2 3'-0" x 3'-6" DINING WINDOW TO BE REMOVED

D3 4'-0" x 2'-0" LIVING WINDOW TO BE FILLED IN WITH MATCHING WALL TYPE

D4 6'-0" x 2'-0" LIVING WINDOW TO BE REMOVED / FOR (N) DOOR

D5 4'-0" x 2'-0" LIVING WINDOW TO BE FILLED IN WITH MATCHING WALL TYPE

D6 3'-0" x 6'-8" LIVING DOOR TO BE REMOVED / FILLED IN WITH MATCHING WALL TYPE

D7 7'-4" x 4'-0" LIVING WINDOW TO BE REPLACED (D)

D8 5'-8" x 4'-0" LIVING WINDOW REPLACE WITH SLIDER (E)

D9 5'-8" x 4'-0" LIVING WINDOW REPLACE WITH SLIDER (E)

D10 3'-6" x 4'-0" BEDROOM 1 WINDOW TO BE REPLACED WITH DOOR (F)

D11 3'-6" X 4'-0" BEDROOM 1 WINDOW TO BE FILLED IN WITH MATCHING WALL TYPE

D12 3'-6" X 4'-0" BEDROOM 2 WINDOW TO BE PARTIAL FILLED IN AND REPLACED WITH NEW WINDOW (I)

D13 3'-6" X 4'-0" BEDROOM 2 WINDOW TO BE REPLACED WITH DOUBLE DOOR (K)

INT. DOOR SCHEDULE (NEW)

NO. W / H LOCATION DESCRIPTION

01 2'-0"x 6'-8" CL 2 POCKET DOOR 01

02 2'-6"x 6'-8" BATH 2 POCKET DOOR 02

03 2'-0" x 6'-8" LC 1 DOOR 03

TYPE: 01 TYPE: 02

FINISH SCHEDULE DESCRIPTION (EXTERIOR)

NO. MATERIAL / MANUFACTURER

F3 (N) WOOD DECK

F4 C.C PATIO

W3 EXTERIOR WALL; (MATCH EXISTING FINISH AND COLOR)

R1 EXTERIOR ROOF; (MATCH EXISTING TYPE, FINISH AND COLOR)

R2 (N) ROOF AREA TO SLOPE (4:12) A LOW BUILT-UP ROOF / TO BE "TORCH-DOWN" WATERTIGHT SEAL

E X T E R I O R

I N T E R I O R

TYPE: 7

TYPE: 03

TYPE: 5

SCHEDULES

A7AS NOTED

burton remodel 10-07-16

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