Melic Residence, Mar Vista, Los Angeles

GENERAL NOTES FOR SINGLE FAMILY DWELLINGS (P/GI 2014-022)

Zoning Information (ZI) General Plan Land Use Baseline Mansionization Ordinance Lot Area Construction Type Occupany group Number of stories Fire Sprinklers

MAXIMUM HEIGHT 28 ft Max. height for roofs with slope > 25% = 33 ft Max. height for roofs with slope < 25% = 28 ft Maximum height of proposed bldg. is 27.6 ft LOT COVERAGE Maximum coverage allowed= 40%

(the proposed bldg. complies)

F.H.C. FIN. FL./FLR. FLASH. FLUOR. F.O.C. F.O.F. F.O.S. F.O.W. FPRF. FS. FT. FTG. FURR. FUT. F.O.M.

FIRE ALARM FLAT BAR FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CAB FURNISHED, FINISHED AND EQUIPED FIRE HOSE CABINET FINISH FLOOR FLASHING FLUORESCENT FACE OF CONCRETE FACE OF FINISH FACE OF STUDS FACE OF WALL FIREPROOF FULL SIZE FOOT OR FEET FOOTING FURRING FUTURE FACE OF MASONRY

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

HOSE BIBB HOLLOW CORE HARDWOOD HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HANDICAPPED

I.D. INSUL. INT.

INSIDE DIAMETER INSULATION INTERIOR

JAN. JT.

JANITOR JOINT

KIT.

KITCHEN

LAB. LAM. LAV. LKR. LT.

LABORATORY LAMINATE LAVATORY LOCKER LIGHT

MAX. M.C. MECH. MEMB. MET./MTL MFR. MH. MIN. MIR. MISC. M.O. MTD. MUL. MEZZ. # N. (N) N/A N.I.C. NOM. N.T.S.

MAXIMUM MEDICINE CABINET MECHANICAL MEMBRANE METAL MANUFACTURER MANHOLE MINIMUM MIRROR MISCELLANEOUS MASONRY OPENING MOUNTED MULLION MEZZANINE NO.OR NUMBER NORTH NEW NOT APPLICABLE NOT IN CONTRACT NOMINAL NOT TO SCALE

OVERALL OBSCURE ON CENTER OUTSIDE DIAMETER OFFICE OPENING OPPOSITE

PRCST. PL. P.LAM. PLAS. PLYWD. PR. PT. P.T.D. P.T.D./R PTN. P.T.R. Q.T.

PRE-CAST PLATE PLASTIC LAMINATE PLASTER PLYWOOD PAIR POINT PAPER TOWEL DISPENSER COMBINATION PAPER TOWEL DISPENSER AND RECEPTACLE PARTITION PAPER TOWEL RECEPTACLE QUARRY TILE

R. RAD. R.D. REF. REFR. RECEP. RGTR. REINF. REQ. RESIL. RM. R.O. RWD. R.W.L.

RISER RADIUS ROOF DRAIN REFERENCE REFRIGERATOR RECEPTION REGISTER REINFORCE REQUIRED RESILIENT ROOM ROUGH OPENING REDWOOD RAIN WATER LEADER

S. S.C. S.C.D. SCHED. S.D. SECT. SH. SHR. SHT. SIM. S.N.D. S.N.R. SPEC. SQ. S.ST. S.SK. STA. STD. STL. STOR. STRUCT. SUSP. SYM.

SOUTH SOLID CORE SEAT COVER DISPENSER SCHEDULE SOAP DISPENSER SECTION SHELF SHOWER SHEET SIMILAR SANITARY NAPKIN DISPENSER SANITARY NAPKIN RECEPTACLE SPECIFICATION SQUARE STAINLESS STEEL SERVICE SINK STATION STANDARD STEEL STORAGE STRUCTURAL SUSPENDED SYMMETRICAL

TRD. T.B. T.C. TEL. TER. T. & G. THK. T.P. T.P.D. T.V. T.W. TYP.

TREAD TOWEL BAR TOP OF CURB TELEPHONE TERRAZZO TONGUE AND GROOVE THICK TOP OF PAVEMENT TOILET PAPER DISPENSER TELEVISION TOP OF WALL TYPICAL

UNF. U.N.O. UR. U.R.M.

UNFINISHED UNLESS NOTED OTHERWISE URINAL UNREINFORCED MASONRY

VERT. VEST. V.I.F.

VERTICAL VESTIBULE VERIFY IN FIELD

W. W/ W.C. WD. W/O WP. WSCT. WT. W.I.

WEST WITH WATER CLOSET WOOD WITHOUT WATERPROOF WAINSCOT WEIGHT WROUGHT IRON

Los Angeles Building Code (LABC), 2014 Edition.

Los Angeles Residential & Green Building codes, 2014 Editions.

National Electric Code (NEC), Current Edition.

Uniform Plumbing Code (UPC), Current Edition.

Uniform Mechanical Code (UMC), Current Edition.

Title 24, California Code Of Regulations (CCR), Current Edition, Woodwork Institute Of California (WIC), Latest Revision.

American Concrete Institute (ACI), Latest Revision.

American Institute Of Steel Construction (AISC), Latest Revision.

American Society For Testing And Materials (ASTM), Latest Revision American Plywood Association (APA), Latest Revision.

Sheet Metal And Air Conditioning Contractor National Association (SMACNA), Latest Revision American Society Of Heating, Refrigeration & Air Conditioning Eng. (ASHRAE), Latest Revision Underwriter's Laboratories (UL).

International Conference Of Building Officials (ICBO)

PROJECT INDEX ARCHITECTURAL N

16

20

23

LAMC 12.08 C.1 Front Yard: 17

On key lots the minimum front yard may be the average of the required front yard for the adjoining interior lot and the required side yard along the street side of a reversed corner lot, but such minimum front yard may apply for a distance of not more than 65 feet from the rear lot line of the reversed corner lot, beyond which point the front yard specified in the above paragraph shall apply

.5 16

21

18

A0.0 A0.1 A0.2 A0.3 A0.4 A0.5

COVER SHEET AND GENERAL NOTES TITLE 24 / CERTIFICATE OF COMPLIANCE TITLE 24 /CERTIFICATE OF COMPLIANCE TITLE 24 /GRAL. NOTES - MANDATORY MEASURES GREEN BUILDING CODE TOPOGRAPHIC SURVEY

A1.0 A1.1 A2.0 A2.1 A2.2 A2.3 A3.0 A3.1 A4.0 A6.0 A6.1 A8.0 A8.1 A8.2

DEMOLITION PLAN & SITE PLAN AREA CALCULATIONS & EXTERIOR AREAS W/PERMEABLE MATERIALS FLOOR PLAN / BASEMENT FLOOR PLAN / FIRST LEVEL FLOOR PLAN / SECOND LEVEL ROOF PLAN ELEVATIONS ELEVATIONS SECTIONS WINDOW & DOOR SCHEDULE WINDOW DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS

17

The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use.

Reproduction, publication or reuse by any method, in whole or in part, is prohibited. Title to the plans and specifications remains with Studio MD without prejudice. Visual contact with these plans & specifications shall constitute prima acie evidence of these restrictions.

APLICABLE CODES AND CONSTRUCTION GUIDELINES

12112 W. Marine St. Los Angeles, CA 90066

(the proposed bldg. complies)

info@studio-md.net www.studio-md.net 3816 willat avenue culver city, CA 90232

H.B. H.C. HDWD. HDWE. H.M. HORIZ. HR. HGT. H.C.

O.A. OBS. O.C. O.D. OFF. OPNG. OPP.

R1-1 Low Residential Yes 5,770.1 sq ft V-B R-3 2 + basement Yes - NFPA 13D

OFF-STREET PARKING 2 parking spaces required 4 parking spaces provided

SUBMITTALS 17

6.5

1

.5

17

19

59

.0

1.

6

F.A. F.B. F.D. FDN. F.E. F.E.C. F.F.& E.

EAST EACH EXPANSION JOINT ELEVATION ELECTRICAL ELEVATOR EMERGENCY ENCLOSURE ELECTRICAL PANELBOARD EQUAL EQUIPMENT ELECTRIC WATER COOLER EXISTING EXPOSED EXPANSION EXTERIOR

GAUGE GALVANIZED GRAB BAR GLASS GROUND GRADE GYPSUM GYPSUM WALL BOARD

t :: f :: a :: P.O. BOX 4062 La Puente, CA 91747 e :: w ::

1.DEMOLITION OF (E) 1 STORY SINGLE FAMILY RESIDENCE W/ATTACHED GARAGE. 2. NEW 2 STORY SINGLE FAMILY RESIDENCE WITH BASEMENT & UNDERGROUND GARAGE.

Structural wood shear walls shall be covered with minimum two layers 15# felt underlayprior to placing finish material.

11.

12.

Plate washers are required for all hold downs. (LABC Table 2306.4.1) 13.

Foundation sills shall be Douglas-Fir (Group II Lumber ) pressure treated or foundation grade Redwood.(LABC Section .2304.11.2.4).

14.

Hold-down connector bolts into wood framing require approved plate washers; and hold-downs shall be tightened just prior to covering the wall framing.

15.

All bolt holes shall be drilled a maximum of 1/16" oversized AND inspector shall verify at job site. 16.

Cutting, Notching, and Boring of Wood Framing Members . (LARC R602.6, LABC Sec. 2089.10, 11) Bored Holes D/3: 2 x 6 = 1 13/16" ; 2 x 8 = 2 7/16" ; 2 x 10 = 3 1/16" ; 2 x 12 = 3 3/4"

G.A. GALV. G.B. GL. GND. GR. GYP. G.W.B.

SURVEYOR

SCOPE OF WORK

Area of lot: 5,770 sf =100% Proposed bldg. footprint: 2,265 sf = 39.25%

10

CABINET CATCH BASIN CEMENT CERAMIC CAST IRON CORNER GUARD CEILING CAULKING CLOSET CLEAR CASED OPENING COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CORRIDOR COUNTERSUNK COUNTER CENTER COMMUNICATIONS COMPACT CONCRETE MASONRY UNIT CAST STONE CERAMIC TILE

E. EA. E.J. EL. ELEC. ELEV. EMER. ENCL. E.P. EQ. EQPT. E.W.C. EXIST./(E) EXPO. EXP. EXT.

DOUBLE DEPARTMENT DRINKING FOUNTAIN DETAIL DIAMETER DIMENSION DISPENSER DEMOLITION DOWN DOOR OPENING DOOR DRAWER DOWNSPOUT DRY STANDPIPE DRAWING

12112 W. Marine St. 4248008014 117B153 317 TR 14386 MB 304-1/5 None 90 None 117B153

SITE INFORMATION

1

CAB. C.B. CEM. CER. C.I. C.G. CLG. CLKG. CLO. CLR. C.O. COL. CONC. CONN. CONSTR. CONT. CORR. CTSK. CNTR. CTR. COM. COMP. C.M.U. C.S. C.T.

BOARD BITUMINOUS BUILDING BLOCK BLOCKING BEAM BOTTOM BUILDING CODE

REAR SETBACK 15 ft -not less than 15 ft (the proposed building is conforming)

10 1.

BD. BITUM. BLDG. BLK. BLKG. BM. BOT. B.C.

ACOUSTICAL AREA DRAIN ADJUSTABLE AGGREGATE ALUMINUM APPROXIMATE ARCHITECTURAL ASBESTOS ASPHALT AIR CONDITIONER ALTERNATOR

SIDE SETBACK 6 ft 5ft +1 ft for every 10ft or fraction after 18ft of height (the proposed building complies)

55

.0 Xref ..\..\..\Documents\Dropbox\UN_projects\10829_alta_view\dwgs\av_bp00.dwg

ACOUS. A.D. ADJ. AGGR. AL./ALUM. APPROX. ARCH. ASB. ASPH. A.C. ALT.

Address Assessor Parcel Number PIN Number Tract Map Reference Block Lot Arb (Lot Cut Reference) Map Sheet

FRONT SETBACK 11.15 ft -prevailing setback per ord. 139,155 and LAMC sec. 12.08 (see calculations below)

PREVAILING SETBACK CALCULATION DBL. DEPT. D.F. DET. DIA. DIM. DISP. DEMO. DN. D.O. DR. DWR. DS. D.S.P. DWG.

t :: 526.799.9469 f :: 562.799.9459 a :: 10641 Humboldt St. Los Alamitos, California 90720 e :: mark@norcaleng.com w :: norcaleng.com

PARCEL LEGAL INFORMATION

Igor & Hana Meglic

7.

Roof nailing to be inspected before covering. Face grain of plywood shall be Perpendicular to supports. Floor shall have tongue and groove or blocked panel edges. Plywood spans shall conform with Table 2304.7(3). (LABC Section 2304.7) 8.

All horizontal joints occurring in braced wall panels shall occur over blocking equal in size to the studding. (LARC Section R602.10.8, LABC Section 2308.9.3) 9.

Stucco shear walls shall utilize furring, galvanized nails (having a minimum 11 ga., 1-1/2" long, 7/16" diameter head, and furred out a min of 1/4") to attach the lath to the studs. Staples shall not be

SOILS ENGINEER

PROJECT INFORMATION

AREA, SETBACKS AND PARKING CALCULATIONS

t.310.591.8238 f.310.388.5857

dollars ($1,000). (R314.6.2) 11.

An approved smoke alarm shall be installed in each sleeping room & hallway or area giving access to a sleeping room, and on each story and basement for dwellings with more than one story.

Smoke alarms shall be interconnected so that actuation of one alarm will activate all the alarms within the individual dwelling unit. In new construction smoke alarms shall receive their primary power source from the building wiring and shall be equipped with battery back up and low battery signal.

(R314) 12.

An approved carbon monoxide alarm shall be installed in dwelling units and in sleeping units within which fuel-burning appliances are installed and in dwelling units that have attached garages.

Carbon monoxide alarm shall be provided outside of each separate dwelling unit sleeping area in the immediate vicinity of the bedroom(s) and on every level of a dwelling unit including basements.

(R315) 13. Where a permit is required for alterations, repairs or additions exceeding one thousand dollars ($1,000), existing dwellings or sleeping units that have attached garages or fuel-burning appliances shall be provided with a carbon monoxide alarm in accordance with Section R315.1.

Carbon monoxide alarms shall only be required in the specific dwelling unit or sleeping unit for which the permit was obtained. (R315.2.2) 14.

50 percent of nonhazardous construction and demolition waste shall be recycled and/or salvaged for reuse in accordance with the California Green Building Code, Chapter 4, Division 4.4. (R324) H. STRUCTURAL REQUIREMENTS 1.

Provide lead hole 40%-70% of threaded shank dia. and full dia. for smooth shank portion of Lag Bolts.

2.

All bolt holes, other than Lag Bolt holes, shall be drilled 1/32 to 1/16" oversized.

3.

Provide lateral support for the top of interior non-bearing walls when manufactured trusses are used. (LABC 1607.13) 4.

Provide double joists under parallel bearing partitions. (LARC Sec. R502.4, LABC Section 2308.8.4) 5.

Provide full length studs (balloon frame) on exterior walls of rooms with vaulted ceiling. (LARC Section R602.3, LABC Section 2308.9,Table 2308.9.1).

6.

All roof and shear wall nailing shall utilize common nails or galvanized box. Nail guns using

t :: 805.746.1033 f :: 805.487.2580 a :: P.O. Box 21112 Oxnard, CA 93034 e :: pacstructures@gmail.com w :: www.pacstructures.com

.8

#

DIAMETER OR ROUND POUND OR NUMBER

12112 W. Marine St. Los Angeles, CA 90066

Water heater must be strapped to wall. Section 508.2, LAPC. See Information Bulletin P/PC

8.

For existing pool on site, provide an alarm for doors to the dwelling that form a part of the pool enclosure. The alarm shall sound continuously for a min. of 30 seconds when the door is opened. It shall automatically reset and be equipped with a manual means to deactivate (for 15 seconds. Max.) for a single opening. The deactivation switch shall be at least 54" above the floor. (6109 of LABC) 9. for the suction outlets of the swimming pool, toddler pool and spa for single family dwellings per Assembly Bill (AB)No. 2977. (3162B) 10.

Smoke detectors shall be provided for all dwelling units intended for human occupancy, upon

STRUCTURAL ENGINEER

Meglic Residence

7.

DESIGNER / ARCHITECT STUDIO MD t :: 310.591.8238 f :: 310.388.5857 a :: 3816 Willat Ave. Culver City, CA 90232 e :: mduk@studio-md.net w :: www.studio-md.net

Meglic Residence

12

CENTERLINE

PROJECT LOCATION

11

@

AND ANGLE AT

OWNER Igor & Hana Meglic t :: 310-413-7908 f :: a :: 12112 W. Marine St. Los Angeles, CA 90066 e :: igormeglic@mac.com w ::

6.

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

ABREVIATONS &

N

studio

5.

Openings shall be as close to corners as practicable and shall provide cross ventilation along the length of at least two opposite sides. Opening shall have 1/4 inch corrosionresistant metal mesh covering. (LABC Section 1203.3, LARC R408.2)

6.

Provide corrosion resistant weep screed below the stucco a minimum of 4" above earth or 2" above paved area. (LARC Section R703.6.2.1, LABC Section 2512.1.2) 7.

Provide rain gutters and convey rain water to the street.(LARC R903.4, LABC 1503.4.1, 7013.9F. ZONING NOTES 1.

A/C units and water heaters are not allowed in the required side yards and front yard unless specifically allowed by exception per Information bulletin P/ZC 2002-006 G. SPECIAL HAZARDS 1.

Glazing in hazardous locations shall be tempered. (LARC R308, LABC Section 2406.4) Fixed or operable panels in swinging, sliding and bifold doors and fixed or operable panels adjacent to doors; Fixed or operable window panels with panes larger than 9 square feet and are less than 18 inches above the floor, have a top edge greater than 36 inches above the floor and have one or more walking surfaces within 36 inches, measured horizontally and in a straight line, of the glazing. Glazing in guards and railings, adjacent to wet surfaces, adjacent to stairs and ramps, and adjacent to bottom stair landings.

2.

Each light of safety glazing material installed in hazardous locations shall be identified by a permanent label that specifies the labeler, and states that safety glazing material has been utilized in such installations.

3.

Unit Skylights shall be labeled by a LA City Approved Labeling Agency. Such label shall state the approved labeling agency name, product designation and performance grade rating (research report not required). (R308.6.9) 4.

Pre-fab fireplaces are required to have manufacturer, model, and Underwriter Laboratories certification (or ICC).

5.

Provide an approved spark arrester for the chimney of a fireplace, stove, or barbecue which

STRUCTURAL S1 GENERAL NOTES / STRUCTURAL DETAILS S2 GENERAL NOTES / STRUCTURAL DETAILS S3 FOUNDATION PLAN S4 FLOOR FRAMING PLAN S5 UPPER FLOOR FRAMING PLAN S6 ROOF - FRAMING PLAN S7 STRUCTURAL DETAILS S8 STRUCTURAL DETAILS S9 STRUCTURAL DETAILS S10 STRUCTURAL DETAILS S11 STRUCTURAL DETAILS S12 STRUCTURAL DETAILS S13 STRUCTURAL DETAILS S14 STRUCTURAL DETAILS S15 STRUCTURAL DETAILS S16 STRUCTURAL DETAILS

1

2016.10.12 / LADBS SUBMITTAL

. .

CD

A. GENERAL 1.

The construction shall not restrict a five-foot clear and unobstructed access to any water or power distribution facility (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 Obtain approval from Real Estate Business Unit of DWP (213) 367-0562.

2.

Obtain permits from Public Works prior to Construction for: a. Temporary pedestrian protection as required by LABC Section 3306. b. For any construction near any street or public area.

3.

Outlets along wall counter space, island and peninsula counter space in kitchens shall have a maximum spacing of 48". (210-52 NEC) 4.

The first light in the new and remodeled bathrooms and kitchen shall be an energy efficient light meeting a minimum of 40 Lumens per watt (e.g. fluorescent lamp). (T-24, Sec. 130(b) & 150(k)) 5.

Every space intended for human occupancy shall be provided with natural light by means of exterior glazed openings in accordance with Section R303.1 or shall be provided with artificial light that is adequate to provide an average illumination of 6 foot-candles over the area of the room at a height of 30 inches above the floor level. (R303.1) 6.

A copy of the evaluation report and/or conditions of listing shall be made available at the job site 7.

The sprinkler system shall be approved by Plumbing Division prior to installation.

8.

Plumbing fixtures are required to be connected to a sanitary sewer or to an approved sewage disposal system (R306.3) 9.

Kitchen sinks, lavatories, bathtubs, showers, bidets, laundry tubs and washing machine outlets shall be provided with hot and cold water and connected to an approved water supply (R306.4) 10.

Automatic garage door openers, if provided, shall be listed in accordance with UL 325. (R309.4) 11.

Not in use 12.

Not in use 13.

A minimum of 50 percent of the nonhazardous construction and demolition waste shall be recycle and/or salvage for reuse in accordance with California Green Building Standards Code, Chapter 4 Division 4.4. (R324) 14.

Finish materials including adhesives, sealants, caulks, paints and coating, aerosol paints and systems and composite wood products shall meet the volatile organic compound (VOC) emission limits in accordance with the California Green Building Standards Code, Chapter 4 Division 4.5.

(R330) 15.

When a vapor retarder is required, a capillary break shall be installed in accordance with the California Green Building Standards Code, Chapter 4, Division 4.5. (R506.2.3.1) 16.

Annular space around pipes, electric cables, conduits or other openings in bottom/sole plates at exterior walls shall be protected against the passage of rodents by closing such openings in accordance with the California Green Building Standards Code, Chapter 4, Division 4.4. (R602.3.4.1) B. BATHROOMS 1.

All shower enclosures, regardless of shape, shall have a minimum finished interior area of not less than 1024 square inches (0.66 m2) and shall be capable of encompassing a30 inch diameter (0.76 m) circle. The minimum area and dimensions shall be maintained to a point 70 inches (1.8 m) above the shower drain outlet. (Plumbing CodeSection 410.4) 2.

Bathtub and shower floors, walls above bathtubs with a showerhead, and shower compartments shall be finished with a nonabsorbent surface. Such wall surfaces shall extend to a height of not less than 6 feet above the floor (R307.2).

3.

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

4.

A min 12" sq. access panel to the bathtub trap slip joint connection is required.(Plumbing Code Section 405.2) C. LAUNDRY ROOMS 1.

Clothes dryer(s) located in an area that is habitable or containing fuel burning appliances shall be exhausted to the outside or to an area which is not habitable and does not contain other fuel burning appliances (but not beneath the building or in the attic area). (M.C. 504.3.1) 2.

A 4" clothes dryer moisture exhaust duct is limited to a 14 feet length with two elbows from the clothes dryer to the point of termination. Reduce this length by 2 feet for every elbow in excess of 2.

(M.C. 504.3.2, M.C. 908) D. MEANS OF EGRESS 1.

Provide 32" wide doors to all interior accessible rooms within a dwelling unit.(LARC Section R311.2, LABC Section 6304.1) 2.

Provide emergency egress from sleeping rooms. Min.- 24" clear ht, 20" clear width, 5.7 sq.ft. min. area. (LARC Section R310, LABC Section 1029) 3.

Occupied roofs shall be provided with exits as required for stories.

E. GRADING AND FOUNDATION 1.

If adverse soil conditions are encountered, a soils investigation report may be required.

(LARC Section R401.4) 2.

Foundation and floor slabs shall conform to the following or the recommendation of an approved soils report : a.

Depth of footings below the natural and finished grades shall not be less than 24 inches for exterior and 18 inches for interior footings. b.

Exterior walls and interior bearing walls shall be supported on continuous footings. c.

Footings shall be reinforced with a minimum 4 -inch diameter deformed reinforcing bars.

Two bars shall be placed within 4 inches of the bottom of the footing and two bars within 4 inches of the top of the footings. d.

The soil below an interior concrete slab shall be saturated with moisture to a depth of 18 inches prior to placing the concrete. e.

Concrete floor slabs on grade shall be placed on a 4" fill of coarse aggregate or on a moisture barrier membrane. The slabs shall be at least inch thick and shall be reinforced with #4 rebars at 16 inch on center in both directions.

3.

Concrete slabs on expansive soil, compacted fill or slopes over 1:10 shall be placed on a 4-inch fill of coarse aggregate or on a 2" sand bed covered moisture barrier membrane. The slabs shall be at least 3-1/2 inches thick and reinforced with #4 barsspaced at intervals not exceeding 16 inches on center each way.(LABC Section 1808.6 , LARC Section R403.1.8, R506.1) 4.

Provide Under-floor net ventilation opening size and locations equal to 1 sq. ft. for each 150 sq. ft. of under floor area and an access opening through the floor x min) or an opening through a

PROJECT DIRECTORY

VICINITY MAP

SCALE

NTS. GENERAL INFORMATION PROJECT INDEX

A0.0

CD

SUBMITTALS

1 2016.10.12 / LADBS SUBMITTAL

.

.

SCALE

NTS.

TITLE 24 CERTIFICATE OF COMPLIANCE

A0.1

The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use.

Reproduction, publication or reuse by any method, in whole or in part, is prohibited. Title to the plans and specifications remains with Studio MD without prejudice. Visual contact with these plans & specifications shall constitute prima acie evidence of these restrictions.

info@studio-md.net www.studio-md.net 3816 willat avenue culver city, CA 90232

t.310.591.8238 f.310.388.5857

studio

12112 W. Marine St. Los Angeles, CA 90066

Igor & Hana Meglic

Meglic Residence

CD

SUBMITTALS

1 2016.10.12 / LADBS SUBMITTAL

.

.

SCALE

NTS.

TITLE 24 CERTIFICATE OF COMPLIANCE

A0.2

The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use.

Reproduction, publication or reuse by any method, in whole or in part, is prohibited. Title to the plans and specifications remains with Studio MD without prejudice. Visual contact with these plans & specifications shall constitute prima acie evidence of these restrictions.

info@studio-md.net www.studio-md.net 3816 willat avenue culver city, CA 90232

t.310.591.8238 f.310.388.5857

studio

12112 W. Marine St. Los Angeles, CA 90066

Igor & Hana Meglic

Meglic Residence

D. General Notes

[110.3(c)(3)] 9. Unfired service water-heater storage tanks and backup tanks for solar water-heating systems shall have: a) External insulation with an installed R-value of at least R-12, or b) Internal and external insulation with a combined R-value of at least R-16, or c) The heat loss of the tank surface, based on an less than 6.5 Btu/hr per square foot. [110.3 (c)(4)] 10. Space conditioning equipment shall meet the efficiency standards specified Section 120.2.

11. Pilot lights shall be prohibited for: [110.5] a) Fan-type central furnaces b) Household cooking appliances, except for household cooking appliances without an electrical supply voltage connection and in which each pilot consumes less than 150 Btu/hr c) Pool heaters d) Spa heaters 12. Any pool or spa heating system or equipment shall: a) A thermal efficiency that complies with the Appliance Efficiency Regulations b) Have a readily accessible on-off switch, mounted on the outside of the heater that allows shutting off the heater without adjusting the thermostat setting. c) Not utilize electric resistance heating. d) Have a thermal insulation cover for outdoor pools or spas that have a heat pump or gas heater. e) Have a permanent, readable, weatherproof instruction card that gives instructions for the proper, energy efficient operation of the pool or spa heater. f) Have at least 36 inches of pipe between the filter and heater or dedicated suction and return lines, or built-in or built-up connections shall be installed to allow for the future addition of solar heating equipment. g) Have directional inlets for the pool or spa that adequately mix the pool water. h) A time switch or similar control mechanism shall be installed as part of a pool water circulation control system that will allow all pumps to be set or programmed to run only during the off-peak electric demand period and for the minimum time necessary to maintain the water in the condition required by applicable public health standards.

18. Urea formaldehyde foam insulation may only be used in exterior side walls, and requires a four-mil-thick plastic polyethylene vapor barrier between the urea formaldehyde foam insulation and the interior space. ([110.8(b)]

11. Lighting [150.0(k)] a) Installed luminaires shall be classified as high-efficacy or low-efficacy for compliance with Section 150.0(k) in accordance with TABLE 150.0-A or TABLE 150.0-B, as applicable.

19. Insulating material shall be installed in compliance with the flame spread rating and smoke density requirements of the CBC. ([110.8(c)]

b) A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. For the purpose 20. Insulation installed on an existing space conditioning of compliance with Section 150.0(k), kitchen duct, it shall comply with Section 605 of the CMC. lighting includes all permanently installed lighting ([110.8(d)(3)] in the kitchen except for lighting that is internal to cabinets for the purpose of illuminating only the 21. External insulation installed on an existing unfired inside of the cabinets. Lighting in areas adjacent water storage tank or on an existing back-up tank for to the kitchen, including but not limited to dining a solar water-heating system, it shall have an and nook areas, are considered kitchen lighting if R-value of at least R-12, or the heat loss of the tank they are not separately switched from kitchen surface based on an 80 EF water-air temperature lighting. difference shall be less than 6.5 Btu per hour per EXCEPTION: Up to 50 watts for dwelling units square foot. . ([110.8(d)(2)] 22. The opaque portions of framed demising walls shall have insulation with an installed R-value of at least R-13 between framing members. ([110.8(f)] Residential Notes:

1. A masonry or factory-built fireplace shall have the following: a) Closeable metal or glass doors covering the entire opening of the firebox; b) A combustion air intake to draw air from the outside of the building directly into the firebox, which is at least six square inches in area and is equipped with a readily accessible, operable, and tight-fitting damper or combustion-air control device (Exception: An outside combustion-air intake is not required if the fireplace will be installed over concrete slab flooring and the fireplace will not be located on an exterior wall.); and c) A flue damper with a readily accessible control.

[150.0 (e)] 2. Heating systems shall be equipped with thermostats that meet the requirements of Section 110.2(c).

3. Gas or propane water heaters shall have: a) A 120V electrical receptacle that is within 3 feet from the water heater. b) A Category III or IV vent, or a Type B vent with straight pipe. c) Condensate drain that is no more than 2 inches higher than the base. d) A gas supply line with a capacity of at least 200,000 Btu/hr

exempt from the 50 percent high efficacy requirement when all lighting in the kitchen is controlled in accordance with the applicable provisions in Section 150.0(k)(2), and is also controlled by vacancy sensors or dimmers. c) Lighting installed in bathrooms shall meet the following requirements: i) A minimum of one high efficacy luminaire shall be installed in each bathroom; and ii) All other lighting installed in each bathroom shall be high efficacy or controlled by vacancy sensors. d) Lighting installed in attached and detached garages, laundry rooms, and utility rooms shall be high efficacy luminaires and controlled by vacancy sensors. e) Lighting installed in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy, or shall be controlled by either dimmers or vacancy sensors.

EXCEPTION 1: Luminaires in closets less than 70 square feet.

EXCEPTION 2: Lighting in detached storage buildings less than 1,000 square feet located on a residential site.

The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use.

Reproduction, publication or reuse by any method, in whole or in part, is prohibited. Title to the plans and specifications remains with Studio MD without prejudice. Visual contact with these plans & specifications shall constitute prima acie evidence of these restrictions.

8. Controls for service water-heating systems shall limit

17. Insulation shall be certified by Department of Consumer Affairs, Bureau of Home Furnishing and Thermal Insulation that the insulation conductive thermal performance is approved pursuant to the California Code of Regulations. ([110.8(a)]

12112 W. Marine St. Los Angeles, CA 90066

7. Service hot water systems with circulating pumps or with electrical heat trace systems shall be capable of automatically turning off the system. [110.3(c)(2)]

16. Joints and other openings in the building envelope that are potential sources of air leakage shall be caulked, gasketed, weatherstripped, or otherwise sealed to limit infiltration and exfiltration. [110.7]

10. Insulation shall be provided for water heaters as follows: a) Storage gas water heaters with an energy factor equal to or less than the federal minimum standards shall be externally wrapped with insulation having an insulated thermal resistance of R-12 or greater. b) Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water-heating systems, shall be externally wrapped with insulation having an installed thermal resistance of R-12 or greater or have internal insulation of at least R-16 and a label on the exterior of the tank showing the insulation R-value. [150.0 (j)]

info@studio-md.net www.studio-md.net 3816 willat avenue culver city, CA 90232

6. On systems that have a total capacity greater than 167,000 Btu/hr, outlets that require higher than service water temperatures as listed in the ASHRAE Handbook, Applications Volume, shall have separate remote heaters, heat exchangers, or boosters to supply the outlet with the higher temperature.

[110.3(c)(1)]

15. Field manufactured fenestration products and exterior doors, other than unframed glass doors and fire doors, shall be caulked between the fenestration products or exterior door and the building, and shall be weatherstripped. ([110.6(a)(6)]

Igor & Hana Meglic

5. Service water-heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use as listed in Table 3, Chapter 50 of the ASHRAE Handbook, HVAC Applications Volume. [110.3(a)(1)]

9. Insulations are required for: a) All hot water pipes from the heating source to the kitchen fixtures. b) All piping with a nominal diameter of 3/4 inch or larger. c) The first 5 feet (1.5 meters) of hot and cold water pipes from the storage tank

t.310.591.8238 f.310.388.5857

4. Any appliance regulated by the Appliance Efficiency Regulations, Title 20 California Code of Regulations, Section 1601 et seq., may be installed only if the appliance fully complies with Section 1608(a) of those regulations. [110.1]

14. Fenestration products shall be certified for overall U-values and overall SHGC, and shall have a temporary label which lists the certified U-value and SHGC, and certifies that applicable air infiltration requirements are met. [110.6(a)(2), 110.6(a)(5)]

8. The crawl space shall be covered with a Class I or Class II vapor retarder.

Meglic Residence

3. All systems, equipment and/or building components shall comply with the applicable manufacturer provisions and installation provisions of Sections 110.0 through 110.10.

7. Concrete-slab floor perimeter insulation shall be provided 16 inches deep, or the depth of the footing of the building, whichever is less. [150.1(c)(1)(D)]

studio

2. Maintenance information. The builder shall provide to the building owner at occupancy, maintenance information for all features, materials, components, and manufactured devices that require routine maintenance for efficient operation. Required routine maintenance actions shall be clearly stated and incorporated on a readily accessible label. The label may be limited to identifying, by title and/or publication number, the operation and maintenance manual for that particular model and type of feature, material, component or manufactured device.

[10-103(b)(3)]

13. Manufactured fenestration products and exterior doors shall have air infiltration rates not exceeding 0.3 cfm/ft2 of window area, 0.3 cfm/ft2 of residential door area, 0.3 cfm/ft2 of nonresidential single door area, and 1.0 cfm/ft2 of nonresidential double door area. [110.6(a)(1)]

f) A. In a low-rise multifamily residential building where the total interior common area in a single building equals 20 percent or less of the floor area, permanently installed lighting for the interior common areas in that building shall be high efficacy luminaires or controlled by an occupant 4. All pumps and pump motors installed shall be listed in sensor.

and shall comply with the Appliance Efficiency Regulations.

5. The minimum installed weight per square foot of any loose-fill insulation shall conform with the insulation manufacturer's labeled R-value[150.0 (b)] 6. Material used for slab edge insulation shall meet the following minimum specifications: a) Water absorption rate no greater than 0.3 percent. b) Water vapor permeance no greater than 2.0 perm/inch. c) Concrete slab perimeter insulation must be protected from physical damage and ultraviolet light deterioration. d) Insulation for a heated slab floor shall meet the requirements of Section 110.8(g).

[150.0 (l)]

g) In a low-rise multifamily residential building where the total interior common area in a single building equals more than 20 percent of the floor area, permanently installed lighting in that building shall: i) Comply with the applicable requirements in Sections 110.9, 130.0, 130.1, 140.6 and 141.0; and ii) Lighting installed in corridors and stairwells shall be controlled by occupant sensors that reduce the lighting power in each space by at least 50 percent. The occupant sensors shall be capable of turning the light fully On and Off from all designed paths of ingress and egress. h) All recessed lighting must be IC at AT rated, and must be sealed

SUBMITTALS

1

2016.10.12 / LADBS SUBMITTAL

. .

CD

1. Operating information. The builder shall provide the building owner at occupancy, operating information for all applicable features, materials, components, and mechanical devices installed in the building.

Operating information shall include instructions on how to operate the features, materials, components, and mechanical devices correctly and efficiently. The instructions shall be consistent with specifications set forth by the Executive Director.

For residential buildings, such information shall be contained in a folder or manual which provides all Certificate of Compliance, Certificate of Installation, and Certificate of Verification documentations. This operating information shall be in paper or electronic format. [10-103(b)(2)]

SCALE

NTS.

TITLE 24 GRAL. NOTES / MANDATORY MEASURES

A0.3

GRN 11 / VOC & FORMALDEHYDE LIMITS

GRN 9 / MANDATORY REQUIREMENTS CHECKLIST

A0.4

GRN 14/ note #13

A0.4

GRN 14/ note #14

A0.4

GRN 14/ note #15

A0.4

GRN14/ note#16,#21

GRN 1; GRN 14/ note #10

A0.4

A0.4

GRN 1; GRN 14/ note #22 & 23

A0.4

A0.4

GRN 14/ note #1 & 2

A0.4

A0.4

GRN 14/ note #3

A0.4 & A1.1

GRN 14/ note #4

A0.4 A0.4 A0.3

GRN 14/ note #17 GRN 14/ note #18 GRN 14/ note #19 GRN 14/ note #20 GRN 14/ note #22

A0.3

GRN 14/ note #5

N/A

GRN 14/ note #6

A0.4 A0.4

GRN 18/ note #3 GRN 18/ note #2

A0.4

GRN 18/ note #4

A0.4

GRN 14/ note #7

A0.4 A0.4 N/A A0.4

GRN 18/ note #4 GRN 18/ note #5 GRN 18/ note #6

A0.4

GRN 18/ note #7

A0.4

GRN 18/ note #8

A0.4

GRN 18/ note #9

A0.4 A0.4

GRN 18/ note #10 GRN 18/ note #11

A0.4 A6.1, A8.0

GRN 14/ note #9

A0.4

GRN 14/ note #10

A0.4 A0.4

GRN14/note#11;addl.note#2

GRN14/ note #27

1. "AN OPERATION & MAITENANCE 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". (SEE FORM GRN6) 2. CONSTRUCTION WASTE WILL BE REDUCE BY 50% WITH THE USE OF A HAULER CERTIFIED BY THE CITY OF LOS ANGELES. 3.THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT AND SHALL BE PERMANENTLY MARKED AS "FOR FUTURE SOLAR ELECTRIC".

4.THE MAIN SERVICE PANEL SHALL HAVE A MINIMUM BUS BAR RATING OF 200AMPS 5.A COPY OF THE CONSTRUCTION DOCUMENTS OR A COMPARABLE DOCUMENT INDICATING THE INFORMATION FROM ENERGY CODE SECTIONS 110.10(b)THROUGH 110.10 (c) SHALL BE PROVIDED TO THE OCCUPANT. 6. THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES SPECIFIED IN SECTION 4.303.1

The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use.

Reproduction, publication or reuse by any method, in whole or in part, is prohibited. Title to the plans and specifications remains with Studio MD without prejudice. Visual contact with these plans & specifications shall constitute prima acie evidence of these restrictions.

ADDITIONAL NOTES

info@studio-md.net www.studio-md.net 3816 willat avenue culver city, CA 90232

GRN 18R WATER CONSERVATIONS NOTES

12112 W. Marine St. Los Angeles, CA 90066

GRN14/note#12;addl.note#1

Igor & Hana Meglic

GRN 16 / PLUMBING FIXTURES FLOW RATES

A0.4

GRN14/ note #25, #26

t.310.591.8238 f.310.388.5857

GRN 14 / GREEN BUILDING CODE PLAN CHECK NOTES

Additional Note #3

Meglic Residence

A0.4 & A2.3

A0.3 ,A2.1 to A2.3 A0.3

GRN14/ note #23 GRN14/ note #24

studio

A0.4

SUBMITTALS

1

2016.10.12 / LADBS SUBMITTAL

. .

CD

GRN 1 / STORM WATER POLLUTION CONTROL

SCALE

NOT TO SCALE

GREEN BUILDING CODE

A0.4

LEGENDS: AC BOB BX C/L CONC. COR DL EG FFE FS FL FD GB GM GS IF IP LS L&T OH P/L POL PP PROP RCE RR SMH SOS SPK TB TC TX WF WM W

N

SCALE: 1"=10'

ASPHALT CONCRETE BASIS OF BEARING BOTTOM OF CURB(DRIVE) CENTERLINE CONCRETE CORNER DAY LIGHT EDGE OF GUTTER FINISH FLOOR ELEVATION FINISH SURFACE FLOW LINE FOUND GB GAS METER GROUND SHOT IRON FENCE IRON PIPE LAND SURVEYOR LEAD & TAG OVERHANG PROPERTY LINE POINT ON LINE POWER POLE PROPERTY REGISTERED CIVIL ENGINEER RAIL-ROAD TIES SEWER MANHOLE SHOT ON SLOPE SPIKE TOP OF BERM TOP OF CURB TOP OF CURB(DRIVE) WOOD FENCE WATER METER WASHER

Igor & Hana Meglic

12112 W. Marine St. Los Angeles, CA 90066 info@studio-md.net www.studio-md.net 3816 willat avenue culver city, CA 90232

The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use.

Reproduction, publication or reuse by any method, in whole or in part, is prohibited. Title to the plans and specifications remains with Studio MD without prejudice. Visual contact with these plans & specifications shall constitute prima acie evidence of these restrictions.

NOTES:

t.310.591.8238 f.310.388.5857

studio

Meglic Residence

CHAIN LINK FENCE CONC. BLOCK WALL IRON FENCE WOOD FENCE

BOUNDARIES WERE ESTABLISHED FROM CITY ENGINEER MONUMENTED STREETS. TREES UNDER 6" NOT SHOWN ON MAP. THIS SURVEY DID NOT LOCATE ABOVE OR UNDER GROUND UTILITIES EXCEPT AS SHOWN HEREON. BENCH MARK: BENCH MARK ELEVATION = 178.80 FEET, STRUCTURE ID NO. 53405046 LID OF SEWER MANHOLE ALONG THE INTERSECTION OF MOUNTAIN VIEW AVENUE AND MARINE STREET. SUBMITTALS

BASIS OF BEARINGS: 1

2016.10.12 / LADBS SUBMITTAL

TRACT 14386 MAP BOOK 304 PAGES 1 TO 5, CITY OF LOS ANGELES, STATE OF CALIFORNIA, TAKEN AS THE BEARING FOR THIS SURVEY.

LEGAL DESCRIPTION: .

TRACT NO. 14386, LOT 90 M.B. 304-1 TO 5

TOPOGRAPHIC SURVEY

4248-008-014

12112 MARINE STREET LOS ANGELES, CA 90066

LACUESTA SURVEYING & ENGINEERING CO. P.O. BOX 4062, LA PUENTE, CA 91747

DATE: 3-6-15 SCALE: 1"=10'

SCALE

AS SHOWN

TOPOGRAPHIC SURVEY

1 SCALE: 1"= 1'-0"

CD

ASSESSOR PARCEL NUMBER:

.

TOPOGRAPHIC SURVEY

A0.5

N

PROPERTY LINE

(E) HARDSCAPE TO BE REMOVED

PROPERTY LINE

EXISTING ONE STORY BUILDING W/ATTACHED GARAGE TO BE DEMOLISHED

PROPERTY LINE

CONCRETE WALKWAY TO BE REMOVED

(E) HARDSCAPE TO BE REMOVED (E) HARDSCAPE TO BE REMOVED

PROPERTY LINE

N

deck

LID planter

2% slope

1

2% slope

4" PVC / S=2.0%

PROPERTY LINE

The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use.

Reproduction, publication or reuse by any method, in whole or in part, is prohibited. Title to the plans and specifications remains with Studio MD without prejudice. Visual contact with these plans & specifications shall constitute prima acie evidence of these restrictions.

info@studio-md.net www.studio-md.net 3816 willat avenue culver city, CA 90232

.

2% slope

.

101.59' AUTOMATIC WEATHER-BASED IRRIGATION SYSTEM CONTROLLER

SCALE

AS SHOWN SITE PLAN AND DEMOLITION PLAN

1" 65'-92

1 SCALE: 1/8"= 1'-0"

2016.10.12 / LADBS SUBMITTAL

1 16'-02"

CD

SIDE SETBACK: 5FT X 1FT

SUBMITTALS

2% slope

overhang encroachment per LAMC 1" 11'-12

xeriscape area

19'-9"

2% slope

2% slope

LID planter

UP

deck

59.03'

DN

2% slope

to LID planter below

2% slope

t.310.591.8238 f.310.388.5857

2% slope

lawn 476 SF

PROPERTY LINE

55'

planter below

french drain for lawn

2%

PROPERTY LINE

4" PVC / S=2.0%

studio

MC

overhang encroachment per LA

5' P.U.E.

41'-0"

xeriscape area

REAR SETBACK: 15FT

4" PVC / S=2.0%

2%

xeriscape area SIDE SETBACK: 5FT X 1FT

4" PVC / S=2.0%

permeable concrete pavers driveway

101.09'

2%

2% slope

1 4'-32"

existing curbcut

K: 11.15 FT PREV. FRONT SETBAC

PROPERTY LINE

12112 W. Marine St. Los Angeles, CA 90066

AS -BUILT / DEMOLITION PLAN

Igor & Hana Meglic

SCALE: 1/8"= 1'-0"

Meglic Residence

2

PROPOSED SITE PLAN

A1.0

13'-0"

4 FT OVERHANG 22'-0"

0'-6"

4 FT OVERHANG

5'-0"

7'-6"

0'-6"

4 FT O

40'-0"

VERHA

NG

27'-6"

4 FT OVERHANG

13'-0"

6 1/2" RISERS 12" TREADS

19'-6"

12'-6"

UP

12'-6"

DN 6 1/2" RISERS 12" TREADS

17'-6"

DN

15'-0" 7'-0"

9'-6"

4'-0"

STAIRCASE COUNTED ONLY ONCE @ BASEMENT LEVEL PER LAMC. 12.03

PERMEABLE CONCRETE PAVERS

675 SF

3'-6" 4'-0"

9'-6"

10'-0"

38 SF

7'-0"

65%

35%

1,854 SF 100%

TOTALS % OF TOTAL

1,360 SF

758 SF

2,118 SF

64.2%

35.8%

100%

UP

20'-0"

DN

14'-0"

649 SF

3'-0" 6 1/2" RISERS 12" TREADS

1'-6"

1,205 SF

42'-0"

NOTES: -100% OF HARDSCAPE AREAS COMPLY WITH HEAT ISLAND REDUCTION REQUIREMENTS PER CODE 4.106.7 - SEE PERMEABLE MATERIALS DETAILS 3 & 9 ON A8.1

18'-6"

2

2'-6"

FIRST FLOOR

AREA OF PERMEABLE MATERIALS

studio

STAIRCASE COUNTED ONLY ONCE @ BASEMENT LEVEL PER LAMC. 12.03

25'-0"

6'-6"

4'-6"

17'-0"

22'-6"

17'-6"

42'-6"

SUBMITTALS

1

4'-0"

8'-6"

23'-0"

2016.10.12 / LADBS SUBMITTAL

17'-0"

19'-0"

UP

18'-0"

. .

4'-0"

11'-6"

8'-0"

CD

SCALE: 1/8"= 1'-0"

The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use.

Reproduction, publication or reuse by any method, in whole or in part, is prohibited. Title to the plans and specifications remains with Studio MD without prejudice. Visual contact with these plans & specifications shall constitute prima acie evidence of these restrictions.

685 SF

39 SF

FRONT YARD PLANTER 2: IMPERMEABLE AREA: 527 SF REQUIRED: 32 SF PROVIDED: 38 SF

% OF TOTAL

GRAVEL OVER NATURAL SOIL

12'-0"

FRONT YARD PLANTER 1: ROOF TRIBUTARY AREA: 835 SF REQUIRED: 32 SF PROVIDED: 39 SF

TOTALS

758 SF

12112 W. Marine St. Los Angeles, CA 90066

54 SF

TOTALS

info@studio-md.net www.studio-md.net 3816 willat avenue culver city, CA 90232

PLANTER BOXEX PER LID:

IMPERMEABLE

Igor & Hana Meglic

518 SF

COURTYARD PLANTER ROOF TRIBUTARY AREA: 669 SF REQUIRED: 32 SF PROVIDED: 54 SF

PERMEABLE

COOL PAVEMENT/ CEMENT CONCRETE

1,205 SF

LAWN OVER 18" SOIL OVER GARAGE ROOF

MATERIAL

t.310.591.8238 f.310.388.5857

TOTALS

5'-6"

IMPERMEABLE

6 1/2" RISERS 12" TREADS

XERISCAPE DROUGHT TOLERANT PLANTS OVER GRAVEL

PERMEABLE

14'-0"

MATERIAL

HARDSCAPE

Meglic Residence

LANDSCAPE

2ND FLOOR

27'-0"

BASEMENT

1 SCALE: 1/8"= 1'-0"

AREA CALCULATIONS

SCALE

1/8"=1'-0"

AREA CALCULATIONS AND AREAS W/ PERMEABLE MATERIALS

A1.1

2 A3.1

1 A4.0

PROPERTY LINE

N

101.09'

3'-6"

44'-6"

000

above

000

GARAGE

7'-5"

REAR SETBACK: 15FT

-13'-0" (+161.00)

002B

PLANTER 1 23 24

001

1

-11'-6"

1

STORAGE

1 A3.1

59.03'

001

13'-0"

1 A3.0

PROPERTY LINE

55'

002A

PROPERTY LINE

002 polished concrete

20'-0"

10"

17'-10"

GUEST ROOM

22'-7"

000 polished concrete

DRIVEWAY WITH 15.6% SLOPE

3 A4.0

STORAGE

18'-0"

15

1

STORAGE

3

-11'-6" 3

ENTRY HALL

6'-3"

-11'-6"

007

LIGHTWELL -8'-0"

CL

5'-0"

3'-6"

LAUNDRY RM.

PROPERTY LINE 101.59'

005 polished concrete

9'-0"

7'-10"

3'-6"

GAME ROOM

006 polished concrete

007 polished concrete

7'-4"

18'-10"

8'-9"

2 A3.0

1 SCALE: 1/4"= 1'-0"

info@studio-md.net www.studio-md.net 3816 willat avenue culver city, CA 90232

6'-0"

DARK ROOM

The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use.

Reproduction, publication or reuse by any method, in whole or in part, is prohibited. Title to the plans and specifications remains with Studio MD without prejudice. Visual contact with these plans & specifications shall constitute prima acie evidence of these restrictions.

9'-1134"

LIGHTWELL

studio

003 polished concrete

004 polished concrete

-8'-0"

6'-0"

BATHROOM

MECH. ROOM

2'-0"

005

t.310.591.8238 f.310.388.5857

7'-9"

3

12112 W. Marine St. Los Angeles, CA 90066

CL 003

Igor & Hana Meglic

Meglic Residence

006

005

004

CL

18'-1"

6 1/2" RISERS 12" TREADS

002 2'-3"

007

001 polished concrete

UP

FLOOR PLAN / FIRST LEVEL

KEYNOTES

23.INVERTERS & METERING EQUIPMENT THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION AND SHALL BE PERMANENTLY MARKED AS "FOR FUTURE SOLAR ELECTRIC".

24.1" LISTED RACEWAY TO ACCOMMODATE A DEDICATED 208/204 VOLT BRANCH CIRCUIT RACEWAY TO ORIGINATE AT MAIN SERVICE PANEL AND TERMINATE INTO A LISTED CABINET. 25.PATHWAY CONNECTION FROM SOLAR ZONE TO INVERTER AND MAIN SERVICE PANEL 26.AUTOMATIC WEATHER-BASED IRRIGATION SYSTEM CONTROLLER 27. CONCEALED CAST IRON DOWN PIPE WITH DISCHARGE DIRECTED TO LID PLANTERS.

E. WALL TO REMAIN N. WALL LINE ABOVE

ROOM NAME

ROOM NAME

101 TILE 1140 S.F.

ROOM NUMBER FLOOR MATERIAL ROOM AREA

W201A 201

WINDOW NUMBER DOOR NUMBER

MAIN ELECTRICAL PANEL

LEGENDS

3 A5.1

DRAWING SHEET

+34'-6" ROOF

ELEVATION HEIGHT

+12'-0"

SUBMITTALS

ELEVATION LOCATION ELEVATION HEIGHT ( CEILING HEIGHT )

L1

FINISH MATERIAL

1

KEYNOTES

1

2016.10.12 / LADBS SUBMITTAL

.

ENERGY STAR ROOM FAN 60 CFM; DUCTED TO THE OUTSIDE AND CONTROLLED BY HUMISTAT CEILING MOUNTED COMBINATION SMOKE/CO DETECTOR WUI LIST NO. 7275-0028:0264

.

CD

1. 1 HR. RATED WALL ASSEMBLY 2. NEW FLOOR TO CEILING WINDOWS AND SLIDERS. (COORDINATE CONSTRUCTION DETAILS WITH MANUFACTURER).

3. BUILT-IN CABINETRY 4. PRE-FABRICATED FIREPLACE WITH DIRECT-VENT, SEALED COMBUSTION TYPE; FABRICATOR: HEAT AND GLO, MODEL: COSMO SLR / UL LISTED (SEE 2/A8.2) 5. NOT IN USE 6. 42" TEMPERED GLASS RAIL SYSTEM, LARR# 25084 (SEE A8.0 DETS. 11 &12) 7. 42" PAINTED STEEL GUARDRAIL WITH SS. CABLE @ 4".

8. 5FT TALL SELF-LATCHING ENCLOSURE 9. PLANTER PER LOW IMPACT DEVELOPMENT STANDARDS 10. SMOOTH TROWEL PRE-COLORED STUCCO (PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FT MEASURED FROM GRADE. 11. FIBERCEMENT HARDY PANEL CLADDING (PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FT MEASURED FROM GRADE. 12. METAL PANELS POWDER COATED (TO MATCH SAMPLE APPROVED BY ARCHITECT) 13. PERFORATED METAL SCREEN (TO MATCH SAMPLE APPROVED BY ARCHITECT) 14. CONCRETE PAVERS 15. PERMEABLE CONCRETE PAVERS 16. XERISCAPE AREA 17. R-19 MIN. INSULATION IN FLOORS, TYPICAL 18. R-30 INSULATION IN ROOF, TYPICAL 19. R-20 INSULATION IN EXTERIOR WALLS 20. COOL ROOF - SIKA SARNAFIL S327 ENERGY SMART ROOF MEMBRANE, LARR 24852, COLOR: ENERGY SMART TAN, 3 YEAR SRI OF78, 3 YEAR SOLAR REFLECTANCE OF 0.65 & THERMAL EMITTANCE OF 0.86 (SEE 1/A8.2) 21. ROOF/OVERFLOW DRAIN (SEE 2/A8.0) 22. SOLAR ZONE AREA

SCALE

1/4"=1'-0" FLOOR PLAN FIRST LEVEL

A2.0

2 A3.1

1 A4.0

PROPERTY LINE

N

101.09'

16

6'-0"

11.15'

8

16

E2

SIDE SETBACK: 5FT X 1FT

SEE PREV. SET BACK CALCS

BENCH

DRIVEWAY WITH 15.6% SLOPE

15'-0"

3 A4.0

9

LID PLANTER

+ 0'-6" (+174.00)

2

14

104B

2

100

9

LIGHTWELL 16

12112 W. Marine St. Los Angeles, CA 90066

21'-0"

6 1/2" RISERS 12" TREADS

CL 8'-3"

16

102

PANTRY

14'-0"

E1

4

101

LID PLANTER

(+171.5)

UP

6 1/2" RISERS 12" TREADS

101

14

DN

1 A3.1

Igor & Hana Meglic

(+173.84)

104A

59.03'

16

9'-6"

103A

Meglic Residence

55'

14

PROPERTY LINE

BBQ

100A

7'-5"

5' P.U.E.

100 terrazo

20'-0"

8'-0"

17'-10"

REAR SETBACK: 15FT

PROPERTY LINE

(+172.00)

ENTRY HALL

9

1 A3.0

5'-0"

LAWN (476 SF)

LID PLANTER

15

PREV. FRONT SETBAC

18'-0"

K: 11.5 FT

16

1'-8"

LIVING ROOM

103 terrazo

104 terrazo

9'-3" 26

2'-6" 3'-6"

3'-6"

15'-4"

PROPERTY LINE

25'-2"

16'-3"

101.59' 2 A3.0

1 SCALE: 1/4"= 1'-0"

The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use.

Reproduction, publication or reuse by any method, in whole or in part, is prohibited. Title to the plans and specifications remains with Studio MD without prejudice. Visual contact with these plans & specifications shall constitute prima acie evidence of these restrictions.

12'-421"

102 terrazo 6'-0"

KITCHEN

info@studio-md.net www.studio-md.net 3816 willat avenue culver city, CA 90232

101 terrazo

SIDE SETBACK: 5FT X 1FT

studio

POWDER ROOM

STUDY

LIGHTWELL

103B

100B

6'-0"

102

t.310.591.8238 f.310.388.5857

104C

FLOOR PLAN / FIRST LEVEL

KEYNOTES

23.INVERTERS & METERING EQUIPMENT THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION AND SHALL BE PERMANENTLY MARKED AS "FOR FUTURE SOLAR ELECTRIC".

24.1" LISTED RACEWAY TO ACCOMMODATE A DEDICATED 208/204 VOLT BRANCH CIRCUIT RACEWAY TO ORIGINATE AT MAIN SERVICE PANEL AND TERMINATE INTO A LISTED CABINET. 25.PATHWAY CONNECTION FROM SOLAR ZONE TO INVERTER AND MAIN SERVICE PANEL 26.AUTOMATIC WEATHER-BASED IRRIGATION SYSTEM CONTROLLER 27. CONCEALED CAST IRON DOWN PIPE WITH DISCHARGE DIRECTED TO LID PLANTERS.

E. WALL TO REMAIN N. WALL LINE ABOVE

ROOM NAME

ROOM NAME

101 TILE 1140 S.F.

ROOM NUMBER FLOOR MATERIAL ROOM AREA

W201A 201

WINDOW NUMBER DOOR NUMBER

MAIN ELECTRICAL PANEL

LEGENDS

3 A5.1

DRAWING SHEET

+34'-6" ROOF

ELEVATION HEIGHT

+12'-0"

SUBMITTALS

ELEVATION LOCATION ELEVATION HEIGHT ( CEILING HEIGHT )

L1

FINISH MATERIAL

1

KEYNOTES

1

2016.10.12 / LADBS SUBMITTAL

.

ENERGY STAR ROOM FAN 60 CFM; DUCTED TO THE OUTSIDE AND CONTROLLED BY HUMISTAT CEILING MOUNTED COMBINATION SMOKE/CO DETECTOR WUI LIST NO. 7275-0028:0264

.

CD

1. 1 HR. RATED WALL ASSEMBLY 2. NEW FLOOR TO CEILING WINDOWS AND SLIDERS. (COORDINATE CONSTRUCTION DETAILS WITH MANUFACTURER).

3. BUILT-IN CABINETRY 4. PRE-FABRICATED FIREPLACE WITH DIRECT-VENT, SEALED COMBUSTION TYPE; FABRICATOR: HEAT AND GLO, MODEL: COSMO SLR / UL LISTED (SEE 2/A8.2) 5. NOT IN USE 6. 42" TEMPERED GLASS RAIL SYSTEM, LARR# 25084 (SEE A8.0 DETS. 11 &12) 7. 42" PAINTED STEEL GUARDRAIL WITH SS. CABLE @ 4".

8. 5FT TALL SELF-LATCHING ENCLOSURE 9. PLANTER PER LOW IMPACT DEVELOPMENT STANDARDS 10. SMOOTH TROWEL PRE-COLORED STUCCO (PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FT MEASURED FROM GRADE. 11. FIBERCEMENT HARDY PANEL CLADDING (PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FT MEASURED FROM GRADE. 12. METAL PANELS POWDER COATED (TO MATCH SAMPLE APPROVED BY ARCHITECT) 13. PERFORATED METAL SCREEN (TO MATCH SAMPLE APPROVED BY ARCHITECT) 14. CONCRETE PAVERS 15. PERMEABLE CONCRETE PAVERS 16. XERISCAPE AREA 17. R-19 MIN. INSULATION IN FLOORS, TYPICAL 18. R-30 INSULATION IN ROOF, TYPICAL 19. R-20 INSULATION IN EXTERIOR WALLS 20. COOL ROOF - SIKA SARNAFIL S327 ENERGY SMART ROOF MEMBRANE, LARR 24852, COLOR: ENERGY SMART TAN, 3 YEAR SRI OF78, 3 YEAR SOLAR REFLECTANCE OF 0.65 & THERMAL EMITTANCE OF 0.86 (SEE 1/A8.2) 21. ROOF/OVERFLOW DRAIN (SEE 2/A8.0) 22. SOLAR ZONE AREA

SCALE

1/4"=1'-0" FLOOR PLAN FIRST LEVEL

A2.1

2 A3.0

1 A4.0

PROPERTY LINE 13'-7"

N

101.09'

4'-0"

BEDROOM 1 201 LAM. WOOD

11.15'

1'-821"

SEE PREV. SET BACK CALCS

12

SIDE SETBACK: 5FT X 1FT

MC 4'-6"

overhang encroachment per LA

206 terrazo 7'-5"

6

206B

HALL

2

+ 12'-0"

BEDROOM 2 203 LAM. WOOD 16'-221"

SIDE SETBACK: 5FT X 1FT

205A

204 TILE 7'-0"

205 LAM. WOOD 17'-4"

PROPERTY LINE

WALK IN CLOSET

22'-2"

4'-0"

101.59' 2 A3.1

1 SCALE: 1/4"= 1'-0"

12112 W. Marine St. Los Angeles, CA 90066 The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use.

Reproduction, publication or reuse by any method, in whole or in part, is prohibited. Title to the plans and specifications remains with Studio MD without prejudice. Visual contact with these plans & specifications shall constitute prima acie evidence of these restrictions.

MASTER BATHROOM

overhang encroachment per LAMC

info@studio-md.net www.studio-md.net 3816 willat avenue culver city, CA 90232

203B

CL

PLANTER

t.310.591.8238 f.310.388.5857

2'-0"

204A

6'-7"

3

205B

CL

Igor & Hana Meglic

204

204B

200C

skylight

4

CL

4'-0"

Meglic Residence

clerestory

clerestory

200A

200B

clerestory

14'-0"

203A

6 1/2" RISERS 12" TREADS

203

DN

studio

CL

12'-5"

206

5'-0"

200 LAM. WOOD

206C

CL

202

12

1 A3.1

59.03'

202

11'-0"

206A

4'-0"

20'-0"

skylight

55'

CL

202 TILE

17'-10"

PROPERTY LINE

200D

201

REAR SETBACK: 15FT

PROPERTY LINE

2 A4.0

MASTER BEDROOM

BATHROOM

1 A3.0

12'-6"

201C

PREV. FRONT SETBAC

14'-0"

K: 11.5 FT

201A

201B

FLOOR PLAN / FIRST LEVEL

KEYNOTES

23.INVERTERS & METERING EQUIPMENT THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION AND SHALL BE PERMANENTLY MARKED AS "FOR FUTURE SOLAR ELECTRIC".

24.1" LISTED RACEWAY TO ACCOMMODATE A DEDICATED 208/204 VOLT BRANCH CIRCUIT RACEWAY TO ORIGINATE AT MAIN SERVICE PANEL AND TERMINATE INTO A LISTED CABINET. 25.PATHWAY CONNECTION FROM SOLAR ZONE TO INVERTER AND MAIN SERVICE PANEL 26.AUTOMATIC WEATHER-BASED IRRIGATION SYSTEM CONTROLLER 27. CONCEALED CAST IRON DOWN PIPE WITH DISCHARGE DIRECTED TO LID PLANTERS.

E. WALL TO REMAIN N. WALL LINE ABOVE

ROOM NAME

ROOM NAME

101 TILE 1140 S.F.

ROOM NUMBER FLOOR MATERIAL ROOM AREA

W201A 201

WINDOW NUMBER DOOR NUMBER

MAIN ELECTRICAL PANEL

LEGENDS

3 A5.1

DRAWING SHEET

+34'-6" ROOF

ELEVATION HEIGHT

+12'-0"

SUBMITTALS

ELEVATION LOCATION ELEVATION HEIGHT ( CEILING HEIGHT )

L1

FINISH MATERIAL

1

KEYNOTES

1

2016.10.12 / LADBS SUBMITTAL

.

ENERGY STAR ROOM FAN 60 CFM; DUCTED TO THE OUTSIDE AND CONTROLLED BY HUMISTAT CEILING MOUNTED COMBINATION SMOKE/CO DETECTOR WUI LIST NO. 7275-0028:0264

.

CD

1. 1 HR. RATED WALL ASSEMBLY 2. NEW FLOOR TO CEILING WINDOWS AND SLIDERS. (COORDINATE CONSTRUCTION DETAILS WITH MANUFACTURER).

3. BUILT-IN CABINETRY 4. PRE-FABRICATED FIREPLACE WITH DIRECT-VENT, SEALED COMBUSTION TYPE; FABRICATOR: HEAT AND GLO, MODEL: COSMO SLR / UL LISTED (SEE 2/A8.2) 5. NOT IN USE 6. 42" TEMPERED GLASS RAIL SYSTEM, LARR# 25084 (SEE A8.0 DETS. 11 &12) 7. 42" PAINTED STEEL GUARDRAIL WITH SS. CABLE @ 4".

8. 5FT TALL SELF-LATCHING ENCLOSURE 9. PLANTER PER LOW IMPACT DEVELOPMENT STANDARDS 10. SMOOTH TROWEL PRE-COLORED STUCCO (PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FT MEASURED FROM GRADE. 11. FIBERCEMENT HARDY PANEL CLADDING (PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FT MEASURED FROM GRADE. 12. METAL PANELS POWDER COATED (TO MATCH SAMPLE APPROVED BY ARCHITECT) 13. PERFORATED METAL SCREEN (TO MATCH SAMPLE APPROVED BY ARCHITECT) 14. CONCRETE PAVERS 15. PERMEABLE CONCRETE PAVERS 16. XERISCAPE AREA 17. R-19 MIN. INSULATION IN FLOORS, TYPICAL 18. R-30 INSULATION IN ROOF, TYPICAL 19. R-20 INSULATION IN EXTERIOR WALLS 20. COOL ROOF - SIKA SARNAFIL S327 ENERGY SMART ROOF MEMBRANE, LARR 24852, COLOR: ENERGY SMART TAN, 3 YEAR SRI OF78, 3 YEAR SOLAR REFLECTANCE OF 0.65 & THERMAL EMITTANCE OF 0.86 (SEE 1/A8.2) 21. ROOF/OVERFLOW DRAIN (SEE 2/A8.0) 22. SOLAR ZONE AREA

SCALE

1/4"=1'-0" FLOOR PLAN SECOND LEVEL

A2.2

2 A3.1

1 A4.0

PROPERTY LINE

101.09'

4'-0"

14'-1"

11.15'

SIDE SETBACK: 5FT X 1FT

1

1'-84"

SEE PREV. SET BACK CALCS

N

MC

PREV. FRONT SETBAC

K: 11.15 FT

2% slope

4'-6"

overhang encroachment per LA

ROOF TRIBUTARY AREA: 669 SF

41'-0"

4'-3"

200D

55'

21

20

1 A3.1

59.03'

25

SOLAR ZONE ( 270 SF)

ROOF TRIBUTARY AREA: 835 SF 21

2'-0"

SIDE SETBACK: 5FT X 1FT

205A

studio

overhang encroachment per LAMC 4'-0"

16'-934"

8'-0"

41'-0"

PROPERTY LINE

4'-0"

101.59' 2 A3.0

1 SCALE: 1/4"= 1'-0"

The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use.

Reproduction, publication or reuse by any method, in whole or in part, is prohibited. Title to the plans and specifications remains with Studio MD without prejudice. Visual contact with these plans & specifications shall constitute prima acie evidence of these restrictions.

19'-9"

2% slope

12112 W. Marine St. Los Angeles, CA 90066

204B

2% slope

skylight

200C

clerestory

2% slope

clerestory

200A

13'-6"

2% slope

20

info@studio-md.net www.studio-md.net 3816 willat avenue culver city, CA 90232

clerestory

t.310.591.8238 f.310.388.5857

200B

Igor & Hana Meglic

2% slope

22

Meglic Residence

PROPERTY LINE

2% slope

PROPERTY LINE

skylight

44'-6"

P.U.E 5FT SETBACK

REAR SETBACK: 15FT

1 A3.0

3 A4.0

FLOOR PLAN / FIRST LEVEL

KEYNOTES

23.INVERTERS & METERING EQUIPMENT THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION AND SHALL BE PERMANENTLY MARKED AS "FOR FUTURE SOLAR ELECTRIC".

24.1" LISTED RACEWAY TO ACCOMMODATE A DEDICATED 208/204 VOLT BRANCH CIRCUIT RACEWAY TO ORIGINATE AT MAIN SERVICE PANEL AND TERMINATE INTO A LISTED CABINET. 25.PATHWAY CONNECTION FROM SOLAR ZONE TO INVERTER AND MAIN SERVICE PANEL 26.AUTOMATIC WEATHER-BASED IRRIGATION SYSTEM CONTROLLER 27. CONCEALED CAST IRON DOWN PIPE WITH DISCHARGE DIRECTED TO LID PLANTERS.

E. WALL TO REMAIN N. WALL LINE ABOVE

ROOM NAME

ROOM NAME

101 TILE 1140 S.F.

ROOM NUMBER FLOOR MATERIAL ROOM AREA

W201A 201

WINDOW NUMBER DOOR NUMBER

MAIN ELECTRICAL PANEL

LEGENDS

3 A5.1

DRAWING SHEET

+34'-6" ROOF

ELEVATION HEIGHT

+12'-0"

SUBMITTALS

ELEVATION LOCATION ELEVATION HEIGHT ( CEILING HEIGHT )

L1

FINISH MATERIAL

1

KEYNOTES

1

2016.10.12 / LADBS SUBMITTAL

.

ENERGY STAR ROOM FAN 60 CFM; DUCTED TO THE OUTSIDE AND CONTROLLED BY HUMISTAT CEILING MOUNTED COMBINATION SMOKE/CO DETECTOR WUI LIST NO. 7275-0028:0264

.

CD

1. 1 HR. RATED WALL ASSEMBLY 2. NEW FLOOR TO CEILING WINDOWS AND SLIDERS. (COORDINATE CONSTRUCTION DETAILS WITH MANUFACTURER).

3. BUILT-IN CABINETRY 4. PRE-FABRICATED FIREPLACE WITH DIRECT-VENT, SEALED COMBUSTION TYPE; FABRICATOR: HEAT AND GLO, MODEL: COSMO SLR / UL LISTED (SEE 2/A8.2) 5. NOT IN USE 6. 42" TEMPERED GLASS RAIL SYSTEM, LARR# 25084 (SEE A8.0 DETS. 11 &12) 7. 42" PAINTED STEEL GUARDRAIL WITH SS. CABLE @ 4".

8. 5FT TALL SELF-LATCHING ENCLOSURE 9. PLANTER PER LOW IMPACT DEVELOPMENT STANDARDS 10. SMOOTH TROWEL PRE-COLORED STUCCO (PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FT MEASURED FROM GRADE. 11. FIBERCEMENT HARDY PANEL CLADDING (PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FT MEASURED FROM GRADE. 12. METAL PANELS POWDER COATED (TO MATCH SAMPLE APPROVED BY ARCHITECT) 13. PERFORATED METAL SCREEN (TO MATCH SAMPLE APPROVED BY ARCHITECT) 14. CONCRETE PAVERS 15. PERMEABLE CONCRETE PAVERS 16. XERISCAPE AREA 17. R-19 MIN. INSULATION IN FLOORS, TYPICAL 18. R-30 INSULATION IN ROOF, TYPICAL 19. R-20 INSULATION IN EXTERIOR WALLS 20. COOL ROOF - SIKA SARNAFIL S327 ENERGY SMART ROOF MEMBRANE, LARR 24852, COLOR: ENERGY SMART TAN, 3 YEAR SRI OF78, 3 YEAR SOLAR REFLECTANCE OF 0.65 & THERMAL EMITTANCE OF 0.86 (SEE 1/A8.2) 21. ROOF/OVERFLOW DRAIN (SEE 2/A8.0) 22. SOLAR ZONE AREA

SCALE

1/4"=1'-0"

ROOF PLAN

A2.3

9'-0"

3'-3"

200B

206A

206B

206C

13

201B

10'-9"

1'-3"

11

11

104B

103A

104A

100A

2

202

203A 13

2'-6"

EGRESS

2'-6"

EGRESS

10

Igor & Hana Meglic

12112 W. Marine St. Los Angeles, CA 90066 The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use.

Reproduction, publication or reuse by any method, in whole or in part, is prohibited. Title to the plans and specifications remains with Studio MD without prejudice. Visual contact with these plans & specifications shall constitute prima acie evidence of these restrictions.

201A

info@studio-md.net www.studio-md.net 3816 willat avenue culver city, CA 90232

10

t.310.591.8238 f.310.388.5857

200A

23.INVERTERS & METERING EQUIPMENT THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION AND SHALL BE PERMANENTLY MARKED AS "FOR FUTURE SOLAR ELECTRIC".

24.1" LISTED RACEWAY TO ACCOMMODATE A DEDICATED 208/204 VOLT BRANCH CIRCUIT RACEWAY TO ORIGINATE AT MAIN SERVICE PANEL AND TERMINATE INTO A LISTED CABINET. 25.PATHWAY CONNECTION FROM SOLAR ZONE TO INVERTER AND MAIN SERVICE PANEL 26.AUTOMATIC WEATHER-BASED IRRIGATION SYSTEM CONTROLLER 27. CONCEALED CAST IRON DOWN PIPE WITH DISCHARGE DIRECTED TO LID PLANTERS.

studio

1. 1 HR. RATED WALL ASSEMBLY 2. NEW FLOOR TO CEILING WINDOWS AND SLIDERS. (COORDINATE CONSTRUCTION DETAILS WITH MANUFACTURER).

3. BUILT-IN CABINETRY 4. PRE-FABRICATED FIREPLACE WITH DIRECT-VENT, SEALED COMBUSTION TYPE; FABRICATOR: HEAT AND GLO, MODEL: COSMO SLR / UL LISTED (SEE 2/A8.2) 5. NOT IN USE 6. 42" TEMPERED GLASS RAIL SYSTEM, LARR# 25084 (SEE A8.0 DETS. 11 &12) 7. 42" PAINTED STEEL GUARDRAIL WITH SS. CABLE @ 4".

8. 5FT TALL SELF-LATCHING ENCLOSURE 9. PLANTER PER LOW IMPACT DEVELOPMENT STANDARDS 10. SMOOTH TROWEL PRE-COLORED STUCCO (PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FT MEASURED FROM GRADE. 11. FIBERCEMENT HARDY PANEL CLADDING (PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FT MEASURED FROM GRADE. 12. METAL PANELS POWDER COATED (TO MATCH SAMPLE APPROVED BY ARCHITECT) 13. PERFORATED METAL SCREEN (TO MATCH SAMPLE APPROVED BY ARCHITECT) 14. CONCRETE PAVERS 15. PERMEABLE CONCRETE PAVERS 16. XERISCAPE AREA 17. R-19 MIN. INSULATION IN FLOORS, TYPICAL 18. R-30 INSULATION IN ROOF, TYPICAL 19. R-20 INSULATION IN EXTERIOR WALLS 20. COOL ROOF - SIKA SARNAFIL S327 ENERGY SMART ROOF MEMBRANE, LARR 24852, COLOR: ENERGY SMART TAN, 3 YEAR SRI OF78, 3 YEAR SOLAR REFLECTANCE OF 0.65 & THERMAL EMITTANCE OF 0.86 (SEE 1/A8.2) 21. ROOF/OVERFLOW DRAIN (SEE 2/A8.0) 22. SOLAR ZONE AREA

Meglic Residence

NORTH EAST ELEVATION

SCALE: 1/4"= 1'-0"

KEYNOTES

E. WALL TO REMAIN

101

N. WALL LINE ABOVE

10 10

ROOM NAME

ROOM NAME

101 TILE 1140 S.F.

ROOM NUMBER FLOOR MATERIAL ROOM AREA

W201A 201

WINDOW NUMBER DOOR NUMBER

MAIN ELECTRICAL PANEL

1 SCALE: 1/4"= 1'-0"

NORTH WEST ELEVATION

LEGENDS

3 A5.1

DRAWING SHEET

+34'-6" ROOF

ELEVATION HEIGHT

+12'-0"

SUBMITTALS

ELEVATION LOCATION ELEVATION HEIGHT ( CEILING HEIGHT )

L1

FINISH MATERIAL

1

KEYNOTES

1

2016.10.12 / LADBS SUBMITTAL

.

ENERGY STAR ROOM FAN 60 CFM; DUCTED TO THE OUTSIDE AND CONTROLLED BY HUMISTAT CEILING MOUNTED COMBINATION SMOKE/CO DETECTOR WUI LIST NO. 7275-0028:0264

.

CD

12

100A

SCALE

1/4"=1'-0"

ELEVATIONS

A3.0

203B

204A

205A

10 13 10

27

10

102

10

100B

103B

104C

2

201C

27

11

11

13

Igor & Hana Meglic

12112 W. Marine St. Los Angeles, CA 90066 The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use.

Reproduction, publication or reuse by any method, in whole or in part, is prohibited. Title to the plans and specifications remains with Studio MD without prejudice. Visual contact with these plans & specifications shall constitute prima acie evidence of these restrictions.

206C

info@studio-md.net www.studio-md.net 3816 willat avenue culver city, CA 90232

205B

t.310.591.8238 f.310.388.5857

200C

23.INVERTERS & METERING EQUIPMENT THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION AND SHALL BE PERMANENTLY MARKED AS "FOR FUTURE SOLAR ELECTRIC".

24.1" LISTED RACEWAY TO ACCOMMODATE A DEDICATED 208/204 VOLT BRANCH CIRCUIT RACEWAY TO ORIGINATE AT MAIN SERVICE PANEL AND TERMINATE INTO A LISTED CABINET. 25.PATHWAY CONNECTION FROM SOLAR ZONE TO INVERTER AND MAIN SERVICE PANEL 26.AUTOMATIC WEATHER-BASED IRRIGATION SYSTEM CONTROLLER 27. CONCEALED CAST IRON DOWN PIPE WITH DISCHARGE DIRECTED TO LID PLANTERS.

studio

1. 1 HR. RATED WALL ASSEMBLY 2. NEW FLOOR TO CEILING WINDOWS AND SLIDERS. (COORDINATE CONSTRUCTION DETAILS WITH MANUFACTURER).

3. BUILT-IN CABINETRY 4. PRE-FABRICATED FIREPLACE WITH DIRECT-VENT, SEALED COMBUSTION TYPE; FABRICATOR: HEAT AND GLO, MODEL: COSMO SLR / UL LISTED (SEE 2/A8.2) 5. NOT IN USE 6. 42" TEMPERED GLASS RAIL SYSTEM, LARR# 25084 (SEE A8.0 DETS. 11 &12) 7. 42" PAINTED STEEL GUARDRAIL WITH SS. CABLE @ 4".

8. 5FT TALL SELF-LATCHING ENCLOSURE 9. PLANTER PER LOW IMPACT DEVELOPMENT STANDARDS 10. SMOOTH TROWEL PRE-COLORED STUCCO (PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FT MEASURED FROM GRADE. 11. FIBERCEMENT HARDY PANEL CLADDING (PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FT MEASURED FROM GRADE. 12. METAL PANELS POWDER COATED (TO MATCH SAMPLE APPROVED BY ARCHITECT) 13. PERFORATED METAL SCREEN (TO MATCH SAMPLE APPROVED BY ARCHITECT) 14. CONCRETE PAVERS 15. PERMEABLE CONCRETE PAVERS 16. XERISCAPE AREA 17. R-19 MIN. INSULATION IN FLOORS, TYPICAL 18. R-30 INSULATION IN ROOF, TYPICAL 19. R-20 INSULATION IN EXTERIOR WALLS 20. COOL ROOF - SIKA SARNAFIL S327 ENERGY SMART ROOF MEMBRANE, LARR 24852, COLOR: ENERGY SMART TAN, 3 YEAR SRI OF78, 3 YEAR SOLAR REFLECTANCE OF 0.65 & THERMAL EMITTANCE OF 0.86 (SEE 1/A8.2) 21. ROOF/OVERFLOW DRAIN (SEE 2/A8.0) 22. SOLAR ZONE AREA

Meglic Residence

NORTH ELEVATION

SCALE: 1/4"= 1'-0"

KEYNOTES 104B 10 12 7

N. WALL 14

LINE ABOVE

007

ROOM NAME

ROOM NAME

101 TILE 1140 S.F.

ROOM NUMBER FLOOR MATERIAL ROOM AREA

LIGHTWELL BEYOND W201A 201

WINDOW NUMBER DOOR NUMBER

MAIN ELECTRICAL PANEL

1 SCALE: 1/4"= 1'-0"

EAST ELEVATION

LEGENDS

3 A5.1

DRAWING SHEET

+34'-6" ROOF

ELEVATION HEIGHT

+12'-0"

SUBMITTALS

ELEVATION LOCATION ELEVATION HEIGHT ( CEILING HEIGHT )

L1

FINISH MATERIAL

1

KEYNOTES

1

2016.10.12 / LADBS SUBMITTAL

.

ENERGY STAR ROOM FAN 60 CFM; DUCTED TO THE OUTSIDE AND CONTROLLED BY HUMISTAT CEILING MOUNTED COMBINATION SMOKE/CO DETECTOR WUI LIST NO. 7275-0028:0264

.

CD

E. WALL TO REMAIN

SCALE

1/4"=1'-0"

ELEVATIONS

A3.1

3'-3"

200B

206C

206B

206A

10'-9"

1'-3"

24'-5"

9'-0"

11

11

104A

103A

100A

1'-6"

104B

12

9'-0"

10

002A

6'-421"

001

2

The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use.

Reproduction, publication or reuse by any method, in whole or in part, is prohibited. Title to the plans and specifications remains with Studio MD without prejudice. Visual contact with these plans & specifications shall constitute prima acie evidence of these restrictions.

12112 W. Marine St. Los Angeles, CA 90066 info@studio-md.net www.studio-md.net 3816 willat avenue culver city, CA 90232

Igor & Hana Meglic t.310.591.8238 f.310.388.5857

KEYNOTES

N. WALL

11'-6"

1'-9"

LINE ABOVE

ROOM NAME

ROOM NAME

101 TILE 1140 S.F.

ROOM NUMBER FLOOR MATERIAL ROOM AREA

W201A 201

WINDOW NUMBER DOOR NUMBER

MAIN ELECTRICAL PANEL

1 SECTION

LEGENDS

3 A5.1

DRAWING SHEET

+34'-6" ROOF

ELEVATION HEIGHT

+12'-0"

SUBMITTALS

ELEVATION LOCATION ELEVATION HEIGHT ( CEILING HEIGHT )

L1

FINISH MATERIAL

1

KEYNOTES

1

2016.10.12 / LADBS SUBMITTAL

.

ENERGY STAR ROOM FAN 60 CFM; DUCTED TO THE OUTSIDE AND CONTROLLED BY HUMISTAT CEILING MOUNTED COMBINATION SMOKE/CO DETECTOR WUI LIST NO. 7275-0028:0264

.

CD

E. WALL TO REMAIN

SCALE: 1/4"= 1'-0"

23.INVERTERS & METERING EQUIPMENT THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION AND SHALL BE PERMANENTLY MARKED AS "FOR FUTURE SOLAR ELECTRIC".

24.1" LISTED RACEWAY TO ACCOMMODATE A DEDICATED 208/204 VOLT BRANCH CIRCUIT RACEWAY TO ORIGINATE AT MAIN SERVICE PANEL AND TERMINATE INTO A LISTED CABINET. 25.PATHWAY CONNECTION FROM SOLAR ZONE TO INVERTER AND MAIN SERVICE PANEL 26.AUTOMATIC WEATHER-BASED IRRIGATION SYSTEM CONTROLLER 27. CONCEALED CAST IRON DOWN PIPE WITH DISCHARGE DIRECTED TO LID PLANTERS.

studio

PROPERTY LINE

10'-9"

10'-0"

PROPERTY LINE

1. 1 HR. RATED WALL ASSEMBLY 2. NEW FLOOR TO CEILING WINDOWS AND SLIDERS. (COORDINATE CONSTRUCTION DETAILS WITH MANUFACTURER).

3. BUILT-IN CABINETRY 4. PRE-FABRICATED FIREPLACE WITH DIRECT-VENT, SEALED COMBUSTION TYPE; FABRICATOR: HEAT AND GLO, MODEL: COSMO SLR / UL LISTED (SEE 2/A8.2) 5. NOT IN USE 6. 42" TEMPERED GLASS RAIL SYSTEM, LARR# 25084 (SEE A8.0 DETS. 11 &12) 7. 42" PAINTED STEEL GUARDRAIL WITH SS. CABLE @ 4".

8. 5FT TALL SELF-LATCHING ENCLOSURE 9. PLANTER PER LOW IMPACT DEVELOPMENT STANDARDS 10. SMOOTH TROWEL PRE-COLORED STUCCO (PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FT MEASURED FROM GRADE. 11. FIBERCEMENT HARDY PANEL CLADDING (PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FT MEASURED FROM GRADE. 12. METAL PANELS POWDER COATED (TO MATCH SAMPLE APPROVED BY ARCHITECT) 13. PERFORATED METAL SCREEN (TO MATCH SAMPLE APPROVED BY ARCHITECT) 14. CONCRETE PAVERS 15. PERMEABLE CONCRETE PAVERS 16. XERISCAPE AREA 17. R-19 MIN. INSULATION IN FLOORS, TYPICAL 18. R-30 INSULATION IN ROOF, TYPICAL 19. R-20 INSULATION IN EXTERIOR WALLS 20. COOL ROOF - SIKA SARNAFIL S327 ENERGY SMART ROOF MEMBRANE, LARR 24852, COLOR: ENERGY SMART TAN, 3 YEAR SRI OF78, 3 YEAR SOLAR REFLECTANCE OF 0.65 & THERMAL EMITTANCE OF 0.86 (SEE 1/A8.2) 21. ROOF/OVERFLOW DRAIN (SEE 2/A8.0) 22. SOLAR ZONE AREA

Meglic Residence

SECTION

SCALE: 1/4"= 1'-0"

SCALE

1/4"=1'-0"

ELEVATIONS

A4.0

WINDOW TYPES F

F

F

F

F

F

F

F

F

F

width

width

width

B. POCKET

A. PIVOT / ENTR DOOR

width

1/3 X

width

F

width

PIVOT

F

F

width

width

D. CASEMENT & FIXED & CLERESTORY

C. CASEMENT

B. SLIDING & CLERESTORY (XX-XX)

PIVOT

height F

1/4 X

width

A. SLIDING & FIXED & CLERESTORY (00X)

D. SWING/ PANEL

C. SWING

height SEE NOTE 1.

height

height

height

height

height

height

height

DOOR TYPES

E. PIVOT

width

height

SEE NOTE 1. height

height

height SEE NOTE 1.

width

F

F

width H. CASEMENT & FIXED

G. CASEMENT & FIXED

F. SLIDER & FIXED (0X)

E1. POCKET

E. ROLL UP / SECTIONAL DOOR

width

width

width

SEE NOTE 1.

width

SEE NOTE 1.

F width

F

F SEE NOTE 1.

height

height

height

height

1/2 X

I. CASEMENT

J. SLIDER & FIXED (X0X)

K. SLIDER & FIXED (X0X)

G. BARN DOOR (INSULATED)

F width M. FIXED (0)

N. SKYLIGHT/ CLERESTORY(0)

F

F

width O. FIXED (00)

width

F

width P. FIXED & AWENING (00)

F width

Q. SLIDER & FIXED (0X)

1/4 X

R. SLIDING & FIXED (0X-X0)

WINDOW SCHEDULE

2. FOR DOOR TYPES WHERE GLAZING IS SHOWN: ALL GLAZING TO BE FACTORY INSTALLED; DO NOT INSTALL GLAZING IN THE FIELD.

The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use.

Reproduction, publication or reuse by any method, in whole or in part, is prohibited. Title to the plans and specifications remains with Studio MD without prejudice. Visual contact with these plans & specifications shall constitute prima acie evidence of these restrictions.

1. ALL INTERIOR DOORS WITH FIRE-RATINGS GREATER THAN 20 MINUTE SHALL HAVE A NONCOMBUSTIBLE SILL WITH AN UNDERCUT OF 3/8" MAXIMUN ABOVE THE SILL. ALL 20 MINUTE AND NON RATED INTERIOR DOOR SHALL HAVE AN UNDERCUT OF 3/4" MAXIMUN ABOVE FINISH FLOOR, U.N.O.

info@studio-md.net www.studio-md.net 3816 willat avenue culver city, CA 90232

studio

DOORS GENERAL NOTES

12112 W. Marine St. Los Angeles, CA 90066

WINDOW SCHEDULE ABBREVIATIONS: A RE - TYPE A WINDOW REVERSED ALUM - ALUMINUM PTD ALUM - PAINTED ALUMINUM MTL - METAL WD - WOOD ANO - ANODIZED PNT - PAINT

Meglic Residence

ALUM-ALUMINUM CLR-CLEAR GLASS FST-FROSTED GLASS GAL-GAlVANIZED HC - HOLLOW CORE WOOD SC - SOLID CORE WOOD LQ-LAQUER MSN- MASONITE

MTL - METAL NF-NO FRAME PNT - PAINT S.S.-STAINLESS STEEL TG - 1/2" GLASS WD-SOLID WOOD WS-WOOD SCREEN WG-WOOD STILES & RAILS W/GLASS PANELS

Igor & Hana Meglic

ABBREVIATIONS:

JAMB DETAIL

HEADER DETAIL

DOOR SCHEDULE

F

height

height

silicon joint

height

silicon joint

height height

F

width

width L. FIXED (0)

F

t.310.591.8238 f.310.388.5857

F. SELF CLOSING GATE

width

F SEE NOTE 1.

width

SEE NOTE 1.

width

height

height

height

height

exposed track

3. WHERE FRAMES OF SPECIAL CONSTRUCTION ARE SCHEDULED, FINISH AS INDICATED BY THE APPLICABLE DETAILS OR, IF NOT NOTED BY DETAIL, AS INDICATED BY THE SPECIFICATIONS. 4. EXTERIOR SWINGING DOORS: A. EQUIP DOORS WITH DEADBOLTS. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. B. LOCKS SHALL BE KEY OPERATED FROM THE OUTSIDE AND OPERATED FROM THE INSIDE BY A DEVICE NOT PROHIBITED BY CHAPTER 5. STRAIGHT DEADBOLTS SHALL HAVE A MINIMUM THROW OF 1" WITH 5/8" MINIMUN EMBEDMENT. D. HOOK OR EXPANDING LUG DEADBOLTS SHALL HAVE A MINIMUM THROW OF 3/4" 6. AN ACCESSIBLE MORTISE OR RIM TYPE CYLINDER LOCK SHALL BE PROTECTED BY A CYLINDER GUARD IF THE CYLINDER PROJECTS BEYOND THE FACE OF THE DOOR. 7. DOORS WITH ACCESSIBLE PIN TYPE SHALL HAVE NON-REMOVABLE PINS. 8. PROVIDE GLAZING IN THE FOLLOWING LOCATIONS: A. GLAZING IN OPERABLE OR INOPERABLE ADJACENT TO A DOOR WITHIN THE SAME WALL PLANE AS THE DOOR WHOSE NEAREST VERTICAL EDGE IS WITHIN 12" OF THE DOOR IN ITS CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60" ABOVE THE FLOOR OR WORKING SURFACE SHALL BE . B. INGRESS AND EGRESS DOORS EXCEPT JEALOUSIES C. DOORS AND ENCLOSURES FOR HOT TUBS, WHIRPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS. 9. GLAZING IN FIXED AND SLIDING PANELS WHICH HAVE A GLAZED AREA IN EXCESS OF A 9 SQUARE FEET AND THE LOWEST EDGE IS LESS THAN 18" ABOVE THE FINISH FLOOR OR WALKING SURFACE WITHIN 36" OF SUCH GLAZING SHALL BE TEMPERED OR LAMINATED , EXCEPT WARDROBE DOORS. 10. VERIFY ALL FLOOR TO CEILING DOOR AND WINDOW DIMENSIONS PRIOR TO FABRICATION. 11. ALLOW FOR SHIMING AT ROUGH OPENING FOR PROPER DOOR AND WINDOW LEVELING 12. DOOR THICKNESS AND FRAME BY MANUFACTURER 13. COORDINATE SECURITY REQUIREMENTS WITH OWNER 14. ALL DOOR SWING AND SLIDING DIRECTIONS ARE PER PLAN.

SUBMITTALS

1

2016.10.12 / LADBS SUBMITTAL

WINDOWS GENERAL NOTES

3. FOR INSULATED GLASS SPECIFY: IG VISION EXTERIOR LITE: 1/4" PPG SOLEXIA INTERIOR LITE: 1/4" PPG SOLARBAN 60 ON CLEAR LOW-E#3 CAVITY: 1/2" AIR (STANDARD) SUMMER U-VALUE: 0.51 SOLAR HEAT GAIN COEFFICIENT: 0.31 (VALUES BASED ON ENVIRONMENTAL CONDITIONS SET AT NFRC 100-2001) 4.FOR INSTALLATION FOLLOW MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS.

THE FS DECK MOUNT SKYLIGHT IS INDEPENDENTLY TESTED IN ACCORDANCE WITH LISTED STANDARDS FOR COMPLIANCE WITH THE UNIT SKYLIGHT PROVISIONS OF THE 2003, 2006 AND 2009 IBC, IECC, AND IRC AS FOLLOWS:

6. PROVIDE FACTORY INSTALLED FALL PREVENTION DEVICE PER ASTM F2090: REQUIREMENTS FOR WINDOW OPENING DEVICE "WOCD": - WOCD MUST AUTOMATICALLY LIMIT THE DISTANCE THE SASH OPENS SO A 4" RIGID SPHERE CANNOT PASS THRU. -THE LIMITER MUST HAVE THE ABILITY TO BE DISENGAGED SO THE SASH CAN BE FULLY OPENED FOR EGRESS. BUT TO PREVENT INADVERTENT OVERRIDE, IT REQUIRES ONE DUAL-ACTION MOTION OR TWO INDEPENDENT MOTIONS TO 5. VELUX SKYLIGHT MODEL FCM-EDM (CURB MOUNTED) WITH INSULATED GLASS. DISENGAGE. U-VALUE: 0.45 -THE WOCD MUST AUTOMATICALLY RESET ITSELF UPON CLOSURE -THE WOCD SHGC:0.26 MUST NOT REQUIRE A TOOL, KEY OR SPECIAL KNOWLEDGE TO OPERATE AND CERTIFIED NO WATER PENETRATION PER ASTM E 331 CANNOT REQUIRE MORE THAN 15 LB OF FORCE. CERITIFED NO AIR LEAKAGE PER ASTM E 283

. .

CD

1. SEE 'SILL/ THRESHOLD REL. TO LEVEL' FOR SILL HEIGHT 2. VERIFY ALL WINDOW DIMENSIONS ON SITE PRIOR TO WINDOW FABRICATION

SCALE

1/4"=1'-0"

WINDOW AND DOOR SCHEDULE

A6.0

CD

7 SCALE: 3"= 1'-0" WINDOW INSTALLATION TYPICAL SCALE: 3"= 1'-0"

SCALE: 3"= 1'-0"

SCALE: 3"= 1'-0"

STORE FRONT / HEADER

5 2

SLIDING WINDOW / HEADER

4 SLIDING WINDOW / SILL

STORE FRONT / SILL

SCALE: 3"= 1'-0" MULTISLIDER / HEADER

1

1 SCALE: 3"= 1'-0" MULTISLIDER / THRESHOLD

info@studio-md.net www.studio-md.net 3816 willat avenue culver city, CA 90232

12112 W. Marine St. Los Angeles, CA 90066

Igor & Hana Meglic

SCALE: 3"= 1'-0"

t.310.591.8238 f.310.388.5857

3

The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use.

Reproduction, publication or reuse by any method, in whole or in part, is prohibited. Title to the plans and specifications remains with Studio MD without prejudice. Visual contact with these plans & specifications shall constitute prima acie evidence of these restrictions.

Meglic Residence

6

studio

WOOD FRAME CONDITION

CONCRETE SLAB CONDITION

SUBMITTALS

2016.10.12 / LADBS SUBMITTAL

.

.

SCALE

AS SHOWN

WINDOW DETAILS

A6.1

MECHANICAL PIPING AND ELECTRICAL CONDUIT FOR AIR CONDITIONING EQUIPMENT

112" X 112" BRUSHED STAINLESS STEEL GUARDRAIL CAP, CONTINOUS 1

FLOOR DRAIN SEE PLUMBING

CERAMIC TILE

2"

CLEAR TEMPERED GLASS SET IN ALUMINUM SHOE PER MFR INSTRUCTIONS.

1 1/2" MIN. REINFORCED MORTAR BED

NOTE: TURN UP ROOFING AT EXISTING BUILDING AND OVERLAY WITH ROOF FLASHING LAP NEW FLASHING W/ EXG ROOFING

CRUSHED TILE OR STONE TO CLEAR WEEP HOLES

WATERPROOF MEMBRANE 3'-6"

8" MIN. 2"

2"

3'-6"

3'-6"

PROVIDE MINIMUM 3 SUPPORT PANELS WITH SAFETY FACTOR OF 4 GUARDRAILS TO BE 42" MINIMUM HEIGHT.

PROVIDE EXTENDED ANCHORAGE TUBE

CLAMPING RING

LEVEL

3'-6"

8"

STEEL REINF. LEAD BOOT

SLOPE TO DRAIN

2"

SLOPE SUBSTRATE

THROAT DIMENSION SEE MECH. DRAWING

WEATHER RESISTIVE BARRIER OVER PLYWOOD SUBFLOOR

2x FRAMING

EXHAUST FAN OR VENTILATOR SCREW ATTACH THROUGH NEOPRENE WASHERS TO WOOD CURB 24 GA. G.I. FLASHING AT PERIMETER 3 PLY BASE FLASHING RUN OVER TOP OF CURB 2x PRESSURE TREATED WOOD CURB 4 PLY ROOF LAYERS

4 PLY ROOF LAYERS 3 PLY BASE FLASHING 2x4 WOLMANIZED WOOD NAILER ROOFING NAILS AT 4" 0.C.

PLYWOOD SHEATHING 4" FIBER CANT 5/8" GYPSUM WALLBOARD (WATER RESISTANT)

OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL PATTERN SUCH THAT A 4" SPHERE CANNOT PASS THROUGH.

NOTE: GRAVEL SURFACING NOT SHOWN FOR CLARITY

GUARDRAIL CONNECTIONS TO WITHSTAND A 200 POUND CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY TOP ALONG THE TOP, AND HAVE ATTACHMENT DEVICES AND SUPPORTING STRUCTURE TO TRANSFER THIS LOAD TO APPROPRIATE ELEMENTS OF THE BUILDING ( CBC 1607.7.1.1)

GLASS GUARDRAIL SCALE:

STONEMAN MULTIFLASH ASSEMBLY WITH 8" SHEET LEAD SKIRT

12 FLOOR DRAIN

1/2"=1'-0"

SCALE:

3 PARAPET SCUPPER AT

9 EXHAUST/ VENT. FAN @ (N) & (E) ROOF 6 PIPE PENETRATION

3"=1'-0"

SCALE:

1 1/2"=1'-0"

SCALE:

3"=1'-0"

DRAIN DOME

1

1

1 2" X 1 2" BRUSHED STAINLESS STEEL GUARDRAIL CAP, CONTINOUS

FLASHING RING W/ INTEGRAL GRAVEL GUARD

LEAD FLASHING

EXTENSION SLEEVE

4 PLY BUILT-UP ROOFING

8" MIN.

4"

4"

4"

1

42"

3"

2"

2" CLEAR TEMPERED GLASS SET IN ALUMINUM SHOE PER MFR INSTRUCTIONS.

FLOOR FIN.

BLOCKING

CANT STRIP DRYWALL WALL FINISH

2'-0"

2x BLOCKING

UNDER ROOF CLAMP

FLOOR FRAMING

4x EDGE BEAM

PROVIDE SOLID FLAT BLOCKING UNDER CLAMP

SUMP RECEIVER DRAIN PIPE BLOCKING AS NEEDED PLYWOOD (OR LT. WT. CONCRETE + PWD)

12112 W. Marine St. Los Angeles, CA 90066

3/4"

Meglic Residence

GR1

Igor & Hana Meglic

5'-0"

GUARDRAIL @ INTERIOR SCALE:

11 ROOF DRAIN AND OVERFLOW DRAIN

1"=1'-0"

SCALE:

3"=1'-0"

PARAPET SCUPPER AT PLASTER WALL 3% SLOPE

4"

STAGGER NAIL @ 4" O.C.

WOOD STUDS @16" 0.C. AS PER STRUCTURAL

PLYWD. SHEATHING AS PER STRUCTURAL 7/8" CEM. PLASTER ON METAL LATH OVER BUILDING PAPER

5/8" TYPE X GYP. BD. FIN. SEE SCHEDULE

3 PLY WALL FLASHING - RUN OVER TOP OF PARAPET AND EXTEND ONE LAYER OVER EXTERIOR PLASTER

24 GA. G.I. REGLET AND COUNTERFLASHING INSERT UNDER WATERPROOF PAPER

1 2"

24 GA. FLASHING UNDER PLASTER

SHAPED TOP PLATE

7/8" EXTERIOR PLASTER OVER METAL LATH OVER 2 LAYERS WATERPROOF PAPER

EXISTING PLASTER STOP

2

R-11 BATT INSULATION

PLYWOOD SHEATHING - SEE STRUCTURAL

24 GA. G.I. GRAVEL STOP

NAIL AT 12" O.C.

PLAN VIEW (N.T.S.)

GALVANIZED METAL WEEP SCREED

PLYWOOD SHEATHING

3 PLY BASE FLASHING 4" FIBER CANT 4 PLY ROOF LAYERS

2x AT 16" O.C. PARAPET FRAMING

4" MIN. 2"

7/8" EXTERIOR PLASTER OVER METAL LATH OVER 2 LAYERS OF WATERPROOF PAPER

6" MIN.

2X BLOCKING, TYP.

4" MIN.

4" MIN.

EXISTING EXTERIOR CEMENT PLASTER WITH PAPER BACKED METAL LATH

2"

1/2" PLYWOOD CANT VARY WITH HEIGHT OF PARAPET CURB - HEIGHT VARIES

11" MINIMUM

1/2" PLYWOOD SHEATHING

4" MIN.

1 2" CONTINUOUS 24 GA. G.I. CLEAT

1/2" EXTERIOR PLYWOOD NAILERCONTINUOUS

VARIES - SEE ELEV.

1" 32

3 PLY BASE FLASHING 4 PLY ROOF LAYERS

24 GA. G.I. REGLET AND COUNTERFLASHING INSERT UNDER WATERPROOF PAPER

ELASTOMERIC MEMBRANE LAP BELOW WPFG. SUBMITTALS

1

EXISTING SHEATHING

1/2" EXTERIOR PLYWOOD NAILER- CONTINUOUS

BITUTHENE WATERPROOF MEMBRANE LARR# 24386 TRIM @ GRADE

3 PLY BASE FLASHING 4 PLY ROOF LAYERS

. .

SCALE:

3"=1'-0"

10 FLASHING @ WALL SCALE:

3"=1'-0"

CD

FOOTING AS PER STRUCTURAL PLANS 4" CONCRETE SLAB ON GRADE U.N.O OVER 10 MIL MIN. MOISTURE BARRIER ( @ INTERIOR SLAB ONLY) OVER 4" THICK OF 21" OR LARGER CLEAN AGGREGATE.

5/8" EXTERIOR PLYWOOD BLOCKING AT ALL EDGES 5/8" EXTERIOR PLYWOOD WITH BLOCKING AT ALL EDGES

LOW PARAPET

7 PARAPET @ PLASTER WALL SCALE:

3"=1'-0"

2016.10.12 / LADBS SUBMITTAL

FIN GRADE (SLOPE 2% AWAY FROM BLD'G)

4" FIBER CANT NOTE: GRAVEL NOT SHOWN FOR CLARITY

The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use.

Reproduction, publication or reuse by any method, in whole or in part, is prohibited. Title to the plans and specifications remains with Studio MD without prejudice. Visual contact with these plans & specifications shall constitute prima acie evidence of these restrictions.

ROOF DRAIN OVERFLOW DRAIN

info@studio-md.net www.studio-md.net 3816 willat avenue culver city, CA 90232

GR1

studio

ALUMINUM SHOE MOULDING, MFR BY JULIUS BLUM + CO. INSTALL PER MFR INSTRUCTIONS, IN ACCORDANCE WITH WJE REPORT #820960. (REPORT AVAILABLE FROM ARCHITECT) (WWW.JULIUSBLUM.COM)

t.310.591.8238 f.310.388.5857

2'-6"

4 EXTERIOR WALL TYPICAL SCALE:

3"=1'-0"

SCALE

AS SHOWN

CONSTRUCTION DETAILS

1

A8.0

DOWN SPOUT COBBLE OR SPLASHBOCK 4"-8" TYP.

PERMEABLE PAVERS (3.14 MIN THICKNESS) ADJACENT PAVEMENT

CONCRETE MOW STRIP (PER PROJECT PLANS)

6" TYP.

6" MIN. TO INLET

REINFORCED CMU BLOCK OR PRE-CAST CONCRETE WITH WATERPROOF MEMBRANE

SEALANT AND BACKER ROD 1/2"

3" MIN. FREEBOARD ABOVE OUTLET

NON-WOVEN GEOTEXTILE MEMBRANE

RANDOM FLAGSTONE PAVING DRY LAID SEE SITE PLAN 2" LEVELING SAND (CONFINED)

3" CHOKER / 14" - 12" WASHED P-GRAVEL

OVERFLOW DRAIN: 6" DIA. PVC PIPE WITH ATRIUM GATE INLET AT 4" ABOVE FINISH GRADE

GALVANIZED ANGLE 2 1/2"x1 1/2" WITH LONG LEG VERTICAL 1" 12

1" 12

1'-4"

0% - 3% 1/2"x4" STUDS WELDED TO ANGLE AT 24" O.C.

2" TYP. BEDDING No. 57 OPEN-GRADED

3" TYP.

6" MIN.

2% TYP.

.005 MIN

COMPACTED BASE PER PROJECT PLAN.

SEE PLAN

SLOPE BOTTOM OF TRENCH TO DRAIN

VARIES

4" TYP.

RESERVOIR COURSE 3" WASHED GRAVEL LAYER 4

LONGITUDINAL 4" DIA. PERFORATEDCOLLECTION PIPE WRAPED IN NON-WOVEN GEOTEXTILE MEMBRANE PER PROJECT PLANS DIRECT OVERFLOW DISCHARGE PER BUREAU OF ENGINEERING AND BUILDING & SAFETY REQUIREMENTS

18" MIN.

TOP SOIL / PLANTING MIX 2'-6" MIN.

SPACING PER MANUFACTURE'S SPECIFICATION (MIN 20% OPEN SURFACE AREA)

18" WIDE CAST IRON TRAFFIC GRATE #A2402 BY ALHAMBRA FOUNDRY

2'-0" MIN.

9" MIN.

SEALANT AND BACKER ROD

3" MULCH LAYER

1" RADIUS TYPICAL

UNDISTURBED BASE

GEOTEXTILE ON BOTTON AND SIDES TO TOP OF PAVERS.

SECTION NOT TO SCALE

NOTES: 1. AT LEAST 9 INCHES SHALL BE PROVIDED BETWEEN THE PLANTING SURFACE AND THE CREST OF EACH PLANTER

4" GRAVEL (CONFINED)

2. PLANTERS SHALL NOT BE LOCATED ON UNEVEN OR SLOPED SURFACES. 3. TOP SOIL/PLANTING MIX IS AT LEAST 18" DEEP.

COMPACTED FILL

4. TOP SOIL CONTAINS NO MORE THAN 30% COMPOST. 5. MINIMUM GRAVEL LAYER SHALL BE 6" DEEP. 6. DIRECT OVERFLOW DISCHARGE PER BUREAU OF ENGINEERING AND BUILDING AND SAFETY REQUIREMENTS. 7. SEE PLANTERS BOX FACT SHEET FOR MORE INFORMATION.

FLAGSTONE PAVING SCALE:

12 TRENCH DRAIN

1 1/2"=1'-0"

SCALE:

9 PERMEABLE PAVEMENT

1 1/2"=1'-0"

SCALE:

6 PLANTER BOX

NOT TO SCALE

SCALE:

3

NOT TO SCALE

SCORE AT CURB 1/4" RADIUS TOOLED JOINTS

CONCRETE SLAB WITH 6"x6"/#10x#10 E.W.W.F 7 5/8"x7 5/8"x1/2" QUARRY TILE ON MORTAR SETTING BED

FLAGSTONE PAVERS REFER TO SITE PLAN & SPECS

LINE OF CURB

6"

EXPANSION JOINT - SEE 02780006 2" VERIFY

4" CONCRETE SIDEWALK CL

6"X6"-#10/#10 E.W.WIRE MESH ALT:#3@18"O.C..E.W.

6"

6"

SLOPE

1 2"

1 7/8" RECESS

GROUT BED CONCRETE SLAB SEE STRUCTURAL

#4 CONT. TOP AND BOTTOM FINISH A.C. PAVING

4"

VARIES

16 3/8" VERIFY W/ TILE MFR.

BRICK PAVER

3/4" RAD. 6"MAX.

EXPANSION JOINT (E.J.) SEE PLAN FOR LOCATION - SEALANT W/ BACKER ROD

CONCRETE, A.C. PAVING OR PLANTING - SEE PLAN

1'-3"

#3 @ 24" O.C. VERT. OCCURS AT E.J. (SEE PLAN) SEE DETAILXX/AX.X SUB. BASE

12112 W. Marine St. Los Angeles, CA 90066

1" MORTAR SETTING BED

Igor & Hana Meglic

1/8"

Meglic Residence

3/4"

EXPANSION JOINTS @ 20' OC CARRY THRU CONC. BASE INTERRUPT WIRE MESH AT EXPANSION JOINTS

COMPACTED OR UNDISTURBED GRADE

SCALE:

11 FLAGSTONE PAVERS

1 1/2"=1'-0"

SCALE:

8 PAVING AT CURB

1 1/2"=1'-0"

SCALE:

5 TILE JOINT

3"=1'-0"

SCALE:

2

3"=1'-0"

SCORE AT CURB 1/4" RADIUS TOOLED JOINTS

1 2"

EQ.

3/4"

4" THICK CONCRETE WALK WITH 6"x6"/#10x#10 E.W.W.F.

4"

1/2" RADIUS - TYPICAL

1/2" R. TYP.

1/8"

4" THICK CONCRETE WALK WITH 6"x6"/#10x#10 EWWF

LINE OF CURB

4"

CONC. FACE

PRE-FORMED EXPANSION JOINT FILLER SEALANT WITH BACKER ROD #4 BAR CONTINUOUS TOP & BOTTOM

PLANTING AREA

EQ.

The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use.

Reproduction, publication or reuse by any method, in whole or in part, is prohibited. Title to the plans and specifications remains with Studio MD without prejudice. Visual contact with these plans & specifications shall constitute prima acie evidence of these restrictions.

SIDEWALK CURB AT ASPHALT

studio

COMPACTED FILL

info@studio-md.net www.studio-md.net 3816 willat avenue culver city, CA 90232

COARSE GRANULAR BASE

t.310.591.8238 f.310.388.5857

CONC SLAB

SMOOTH FINISH

1/4" TOOLED RADIUS EACH SIDE

MEDIUM BROOM FINISH

6"X6"/ #10X10" E.W.W.M. REINF. (U.N.O.)

A.C. PAVING ON BASE MATERIAL

SLOPE

#3 @ 24" O.C. VERT.

2016.10.12 / LADBS SUBMITTAL

#4 BAR - CONTINUOUS

3" CLEAR

#4 CONT. TOP AND BOTTOM

1'-3"

SUBMITTALS

1

3/4" RAD.

GRADE WITH LANDSCAPE COMPACTED SOIL

#5 SMOOTH DOWELS 16" LONG AT 24"O.C. GREASE 8" LENGTH ON ONE END.

#4 BAR CONTINUOUS TOP & BOTTOM

NOTE: PROVIDE EXPANSION JOINTS @ 20'-0" O.C.

8"

TYP. CONC. CURB AT SLOPED GRADE 10 CONC. CURB TO PLANTER 1 1/2"=1'-0"

SCALE:

1 1/2"=1'-0"

7 CURB AND GUTTER SCALE:

1 1/2"=1'-0"

. .

FIN. GRADE NOTE: REFER TO PLAN FOR EXPANSION JOINT LOCATION AND BROOM FINISH DIRECTION.

4 TYP. EXPANSION JOINT SCALE:

3"=1'-0"

CD

6"

CONCRETE CURB AND GUTTER

SCALE:

5 1/2"

6"X6"-#10/#10 E.W.WIRE MESH ALT:#3@18"O.C..E.W.

6"

1'-0"

CL

4"

4" CONCRETE SIDEWALK

1/2" PREMOLDED EXP. FILLER JOINT. PROVIDE SEALANT TO 1" DEEP. TOP OF SEALANT 3/8" BELOW TOP OF CONC.

SCALE

AS SHOWN

CONSTRUCTION DETAILS

1

A8.1

CD

1 SPECIFICATIONS / ENERGY SMART ROOF MEMBRANE 1

The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use.

Reproduction, publication or reuse by any method, in whole or in part, is prohibited. Title to the plans and specifications remains with Studio MD without prejudice. Visual contact with these plans & specifications shall constitute prima acie evidence of these restrictions.

info@studio-md.net www.studio-md.net 3816 willat avenue culver city, CA 90232

12112 W. Marine St. Los Angeles, CA 90066

Igor & Hana Meglic

Meglic Residence

SPECIFICATIONS / DIRECT VENT PRE-FABRICATED FIREPLACE

t.310.591.8238 f.310.388.5857

studio

2

SUBMITTALS

2016.10.12 / LADBS SUBMITTAL

.

.

SCALE

AS SHOWN

CONSTRUCTION DETAILS AND SPECIFICATIONS

A8.2

GENERAL NOTES FOR SINGLE FAMILY DWELLINGS (P/GI 2014-022)

Zoning Information (ZI) General Plan Land Use Baseline Mansionization Ordinance Lot Area Construction Type Occupany group Number of stories Fire Sprinklers

MAXIMUM HEIGHT 28 ft Max. height for roofs with slope > 25% = 33 ft Max. height for roofs with slope < 25% = 28 ft Maximum height of proposed bldg. is 27.6 ft LOT COVERAGE Maximum coverage allowed= 40%

(the proposed bldg. complies)

F.H.C. FIN. FL./FLR. FLASH. FLUOR. F.O.C. F.O.F. F.O.S. F.O.W. FPRF. FS. FT. FTG. FURR. FUT. F.O.M.

FIRE ALARM FLAT BAR FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CAB FURNISHED, FINISHED AND EQUIPED FIRE HOSE CABINET FINISH FLOOR FLASHING FLUORESCENT FACE OF CONCRETE FACE OF FINISH FACE OF STUDS FACE OF WALL FIREPROOF FULL SIZE FOOT OR FEET FOOTING FURRING FUTURE FACE OF MASONRY

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

HOSE BIBB HOLLOW CORE HARDWOOD HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HANDICAPPED

I.D. INSUL. INT.

INSIDE DIAMETER INSULATION INTERIOR

JAN. JT.

JANITOR JOINT

KIT.

KITCHEN

LAB. LAM. LAV. LKR. LT.

LABORATORY LAMINATE LAVATORY LOCKER LIGHT

MAX. M.C. MECH. MEMB. MET./MTL MFR. MH. MIN. MIR. MISC. M.O. MTD. MUL. MEZZ. # N. (N) N/A N.I.C. NOM. N.T.S.

MAXIMUM MEDICINE CABINET MECHANICAL MEMBRANE METAL MANUFACTURER MANHOLE MINIMUM MIRROR MISCELLANEOUS MASONRY OPENING MOUNTED MULLION MEZZANINE NO.OR NUMBER NORTH NEW NOT APPLICABLE NOT IN CONTRACT NOMINAL NOT TO SCALE

OVERALL OBSCURE ON CENTER OUTSIDE DIAMETER OFFICE OPENING OPPOSITE

PRCST. PL. P.LAM. PLAS. PLYWD. PR. PT. P.T.D. P.T.D./R PTN. P.T.R. Q.T.

PRE-CAST PLATE PLASTIC LAMINATE PLASTER PLYWOOD PAIR POINT PAPER TOWEL DISPENSER COMBINATION PAPER TOWEL DISPENSER AND RECEPTACLE PARTITION PAPER TOWEL RECEPTACLE QUARRY TILE

R. RAD. R.D. REF. REFR. RECEP. RGTR. REINF. REQ. RESIL. RM. R.O. RWD. R.W.L.

RISER RADIUS ROOF DRAIN REFERENCE REFRIGERATOR RECEPTION REGISTER REINFORCE REQUIRED RESILIENT ROOM ROUGH OPENING REDWOOD RAIN WATER LEADER

S. S.C. S.C.D. SCHED. S.D. SECT. SH. SHR. SHT. SIM. S.N.D. S.N.R. SPEC. SQ. S.ST. S.SK. STA. STD. STL. STOR. STRUCT. SUSP. SYM.

SOUTH SOLID CORE SEAT COVER DISPENSER SCHEDULE SOAP DISPENSER SECTION SHELF SHOWER SHEET SIMILAR SANITARY NAPKIN DISPENSER SANITARY NAPKIN RECEPTACLE SPECIFICATION SQUARE STAINLESS STEEL SERVICE SINK STATION STANDARD STEEL STORAGE STRUCTURAL SUSPENDED SYMMETRICAL

TRD. T.B. T.C. TEL. TER. T. & G. THK. T.P. T.P.D. T.V. T.W. TYP.

TREAD TOWEL BAR TOP OF CURB TELEPHONE TERRAZZO TONGUE AND GROOVE THICK TOP OF PAVEMENT TOILET PAPER DISPENSER TELEVISION TOP OF WALL TYPICAL

UNF. U.N.O. UR. U.R.M.

UNFINISHED UNLESS NOTED OTHERWISE URINAL UNREINFORCED MASONRY

VERT. VEST. V.I.F.

VERTICAL VESTIBULE VERIFY IN FIELD

W. W/ W.C. WD. W/O WP. WSCT. WT. W.I.

WEST WITH WATER CLOSET WOOD WITHOUT WATERPROOF WAINSCOT WEIGHT WROUGHT IRON

Los Angeles Building Code (LABC), 2014 Edition.

Los Angeles Residential & Green Building codes, 2014 Editions.

National Electric Code (NEC), Current Edition.

Uniform Plumbing Code (UPC), Current Edition.

Uniform Mechanical Code (UMC), Current Edition.

Title 24, California Code Of Regulations (CCR), Current Edition, Woodwork Institute Of California (WIC), Latest Revision.

American Concrete Institute (ACI), Latest Revision.

American Institute Of Steel Construction (AISC), Latest Revision.

American Society For Testing And Materials (ASTM), Latest Revision American Plywood Association (APA), Latest Revision.

Sheet Metal And Air Conditioning Contractor National Association (SMACNA), Latest Revision American Society Of Heating, Refrigeration & Air Conditioning Eng. (ASHRAE), Latest Revision Underwriter's Laboratories (UL).

International Conference Of Building Officials (ICBO)

PROJECT INDEX ARCHITECTURAL N

16

20

23

LAMC 12.08 C.1 Front Yard: 17

On key lots the minimum front yard may be the average of the required front yard for the adjoining interior lot and the required side yard along the street side of a reversed corner lot, but such minimum front yard may apply for a distance of not more than 65 feet from the rear lot line of the reversed corner lot, beyond which point the front yard specified in the above paragraph shall apply

.5 16

21

18

A0.0 A0.1 A0.2 A0.3 A0.4 A0.5

COVER SHEET AND GENERAL NOTES TITLE 24 / CERTIFICATE OF COMPLIANCE TITLE 24 /CERTIFICATE OF COMPLIANCE TITLE 24 /GRAL. NOTES - MANDATORY MEASURES GREEN BUILDING CODE TOPOGRAPHIC SURVEY

A1.0 A1.1 A2.0 A2.1 A2.2 A2.3 A3.0 A3.1 A4.0 A6.0 A6.1 A8.0 A8.1 A8.2

DEMOLITION PLAN & SITE PLAN AREA CALCULATIONS & EXTERIOR AREAS W/PERMEABLE MATERIALS FLOOR PLAN / BASEMENT FLOOR PLAN / FIRST LEVEL FLOOR PLAN / SECOND LEVEL ROOF PLAN ELEVATIONS ELEVATIONS SECTIONS WINDOW & DOOR SCHEDULE WINDOW DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS

17

The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use.

Reproduction, publication or reuse by any method, in whole or in part, is prohibited. Title to the plans and specifications remains with Studio MD without prejudice. Visual contact with these plans & specifications shall constitute prima acie evidence of these restrictions.

APLICABLE CODES AND CONSTRUCTION GUIDELINES

12112 W. Marine St. Los Angeles, CA 90066

(the proposed bldg. complies)

info@studio-md.net www.studio-md.net 3816 willat avenue culver city, CA 90232

H.B. H.C. HDWD. HDWE. H.M. HORIZ. HR. HGT. H.C.

O.A. OBS. O.C. O.D. OFF. OPNG. OPP.

R1-1 Low Residential Yes 5,770.1 sq ft V-B R-3 2 + basement Yes - NFPA 13D

OFF-STREET PARKING 2 parking spaces required 4 parking spaces provided

SUBMITTALS 17

6.5

1

.5

17

19

59

.0

1.

6

F.A. F.B. F.D. FDN. F.E. F.E.C. F.F.& E.

EAST EACH EXPANSION JOINT ELEVATION ELECTRICAL ELEVATOR EMERGENCY ENCLOSURE ELECTRICAL PANELBOARD EQUAL EQUIPMENT ELECTRIC WATER COOLER EXISTING EXPOSED EXPANSION EXTERIOR

GAUGE GALVANIZED GRAB BAR GLASS GROUND GRADE GYPSUM GYPSUM WALL BOARD

t :: f :: a :: P.O. BOX 4062 La Puente, CA 91747 e :: w ::

1.DEMOLITION OF (E) 1 STORY SINGLE FAMILY RESIDENCE W/ATTACHED GARAGE. 2. NEW 2 STORY SINGLE FAMILY RESIDENCE WITH BASEMENT & UNDERGROUND GARAGE.

Structural wood shear walls shall be covered with minimum two layers 15# felt underlayprior to placing finish material.

11.

12.

Plate washers are required for all hold downs. (LABC Table 2306.4.1) 13.

Foundation sills shall be Douglas-Fir (Group II Lumber ) pressure treated or foundation grade Redwood.(LABC Section .2304.11.2.4).

14.

Hold-down connector bolts into wood framing require approved plate washers; and hold-downs shall be tightened just prior to covering the wall framing.

15.

All bolt holes shall be drilled a maximum of 1/16" oversized AND inspector shall verify at job site. 16.

Cutting, Notching, and Boring of Wood Framing Members . (LARC R602.6, LABC Sec. 2089.10, 11) Bored Holes D/3: 2 x 6 = 1 13/16" ; 2 x 8 = 2 7/16" ; 2 x 10 = 3 1/16" ; 2 x 12 = 3 3/4"

G.A. GALV. G.B. GL. GND. GR. GYP. G.W.B.

SURVEYOR

SCOPE OF WORK

Area of lot: 5,770 sf =100% Proposed bldg. footprint: 2,265 sf = 39.25%

10

CABINET CATCH BASIN CEMENT CERAMIC CAST IRON CORNER GUARD CEILING CAULKING CLOSET CLEAR CASED OPENING COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CORRIDOR COUNTERSUNK COUNTER CENTER COMMUNICATIONS COMPACT CONCRETE MASONRY UNIT CAST STONE CERAMIC TILE

E. EA. E.J. EL. ELEC. ELEV. EMER. ENCL. E.P. EQ. EQPT. E.W.C. EXIST./(E) EXPO. EXP. EXT.

DOUBLE DEPARTMENT DRINKING FOUNTAIN DETAIL DIAMETER DIMENSION DISPENSER DEMOLITION DOWN DOOR OPENING DOOR DRAWER DOWNSPOUT DRY STANDPIPE DRAWING

12112 W. Marine St. 4248008014 117B153 317 TR 14386 MB 304-1/5 None 90 None 117B153

SITE INFORMATION

1

CAB. C.B. CEM. CER. C.I. C.G. CLG. CLKG. CLO. CLR. C.O. COL. CONC. CONN. CONSTR. CONT. CORR. CTSK. CNTR. CTR. COM. COMP. C.M.U. C.S. C.T.

BOARD BITUMINOUS BUILDING BLOCK BLOCKING BEAM BOTTOM BUILDING CODE

REAR SETBACK 15 ft -not less than 15 ft (the proposed building is conforming)

10 1.

BD. BITUM. BLDG. BLK. BLKG. BM. BOT. B.C.

ACOUSTICAL AREA DRAIN ADJUSTABLE AGGREGATE ALUMINUM APPROXIMATE ARCHITECTURAL ASBESTOS ASPHALT AIR CONDITIONER ALTERNATOR

SIDE SETBACK 6 ft 5ft +1 ft for every 10ft or fraction after 18ft of height (the proposed building complies)

55

.0 Xref ..\..\..\Documents\Dropbox\UN_projects\10829_alta_view\dwgs\av_bp00.dwg

ACOUS. A.D. ADJ. AGGR. AL./ALUM. APPROX. ARCH. ASB. ASPH. A.C. ALT.

Address Assessor Parcel Number PIN Number Tract Map Reference Block Lot Arb (Lot Cut Reference) Map Sheet

FRONT SETBACK 11.15 ft -prevailing setback per ord. 139,155 and LAMC sec. 12.08 (see calculations below)

PREVAILING SETBACK CALCULATION DBL. DEPT. D.F. DET. DIA. DIM. DISP. DEMO. DN. D.O. DR. DWR. DS. D.S.P. DWG.

t :: 526.799.9469 f :: 562.799.9459 a :: 10641 Humboldt St. Los Alamitos, California 90720 e :: mark@norcaleng.com w :: norcaleng.com

PARCEL LEGAL INFORMATION

Igor & Hana Meglic

7.

Roof nailing to be inspected before covering. Face grain of plywood shall be Perpendicular to supports. Floor shall have tongue and groove or blocked panel edges. Plywood spans shall conform with Table 2304.7(3). (LABC Section 2304.7) 8.

All horizontal joints occurring in braced wall panels shall occur over blocking equal in size to the studding. (LARC Section R602.10.8, LABC Section 2308.9.3) 9.

Stucco shear walls shall utilize furring, galvanized nails (having a minimum 11 ga., 1-1/2" long, 7/16" diameter head, and furred out a min of 1/4") to attach the lath to the studs. Staples shall not be

SOILS ENGINEER

PROJECT INFORMATION

AREA, SETBACKS AND PARKING CALCULATIONS

t.310.591.8238 f.310.388.5857

dollars ($1,000). (R314.6.2) 11.

An approved smoke alarm shall be installed in each sleeping room & hallway or area giving access to a sleeping room, and on each story and basement for dwellings with more than one story.

Smoke alarms shall be interconnected so that actuation of one alarm will activate all the alarms within the individual dwelling unit. In new construction smoke alarms shall receive their primary power source from the building wiring and shall be equipped with battery back up and low battery signal.

(R314) 12.

An approved carbon monoxide alarm shall be installed in dwelling units and in sleeping units within which fuel-burning appliances are installed and in dwelling units that have attached garages.

Carbon monoxide alarm shall be provided outside of each separate dwelling unit sleeping area in the immediate vicinity of the bedroom(s) and on every level of a dwelling unit including basements.

(R315) 13. Where a permit is required for alterations, repairs or additions exceeding one thousand dollars ($1,000), existing dwellings or sleeping units that have attached garages or fuel-burning appliances shall be provided with a carbon monoxide alarm in accordance with Section R315.1.

Carbon monoxide alarms shall only be required in the specific dwelling unit or sleeping unit for which the permit was obtained. (R315.2.2) 14.

50 percent of nonhazardous construction and demolition waste shall be recycled and/or salvaged for reuse in accordance with the California Green Building Code, Chapter 4, Division 4.4. (R324) H. STRUCTURAL REQUIREMENTS 1.

Provide lead hole 40%-70% of threaded shank dia. and full dia. for smooth shank portion of Lag Bolts.

2.

All bolt holes, other than Lag Bolt holes, shall be drilled 1/32 to 1/16" oversized.

3.

Provide lateral support for the top of interior non-bearing walls when manufactured trusses are used. (LABC 1607.13) 4.

Provide double joists under parallel bearing partitions. (LARC Sec. R502.4, LABC Section 2308.8.4) 5.

Provide full length studs (balloon frame) on exterior walls of rooms with vaulted ceiling. (LARC Section R602.3, LABC Section 2308.9,Table 2308.9.1).

6.

All roof and shear wall nailing shall utilize common nails or galvanized box. Nail guns using

t :: 805.746.1033 f :: 805.487.2580 a :: P.O. Box 21112 Oxnard, CA 93034 e :: pacstructures@gmail.com w :: www.pacstructures.com

.8

#

DIAMETER OR ROUND POUND OR NUMBER

12112 W. Marine St. Los Angeles, CA 90066

Water heater must be strapped to wall. Section 508.2, LAPC. See Information Bulletin P/PC

8.

For existing pool on site, provide an alarm for doors to the dwelling that form a part of the pool enclosure. The alarm shall sound continuously for a min. of 30 seconds when the door is opened. It shall automatically reset and be equipped with a manual means to deactivate (for 15 seconds. Max.) for a single opening. The deactivation switch shall be at least 54" above the floor. (6109 of LABC) 9. for the suction outlets of the swimming pool, toddler pool and spa for single family dwellings per Assembly Bill (AB)No. 2977. (3162B) 10.

Smoke detectors shall be provided for all dwelling units intended for human occupancy, upon

STRUCTURAL ENGINEER

Meglic Residence

7.

DESIGNER / ARCHITECT STUDIO MD t :: 310.591.8238 f :: 310.388.5857 a :: 3816 Willat Ave. Culver City, CA 90232 e :: mduk@studio-md.net w :: www.studio-md.net

Meglic Residence

12

CENTERLINE

PROJECT LOCATION

11

@

AND ANGLE AT

OWNER Igor & Hana Meglic t :: 310-413-7908 f :: a :: 12112 W. Marine St. Los Angeles, CA 90066 e :: igormeglic@mac.com w ::

6.

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

ABREVIATONS &

N

studio

5.

Openings shall be as close to corners as practicable and shall provide cross ventilation along the length of at least two opposite sides. Opening shall have 1/4 inch corrosionresistant metal mesh covering. (LABC Section 1203.3, LARC R408.2)

6.

Provide corrosion resistant weep screed below the stucco a minimum of 4" above earth or 2" above paved area. (LARC Section R703.6.2.1, LABC Section 2512.1.2) 7.

Provide rain gutters and convey rain water to the street.(LARC R903.4, LABC 1503.4.1, 7013.9F. ZONING NOTES 1.

A/C units and water heaters are not allowed in the required side yards and front yard unless specifically allowed by exception per Information bulletin P/ZC 2002-006 G. SPECIAL HAZARDS 1.

Glazing in hazardous locations shall be tempered. (LARC R308, LABC Section 2406.4) Fixed or operable panels in swinging, sliding and bifold doors and fixed or operable panels adjacent to doors; Fixed or operable window panels with panes larger than 9 square feet and are less than 18 inches above the floor, have a top edge greater than 36 inches above the floor and have one or more walking surfaces within 36 inches, measured horizontally and in a straight line, of the glazing. Glazing in guards and railings, adjacent to wet surfaces, adjacent to stairs and ramps, and adjacent to bottom stair landings.

2.

Each light of safety glazing material installed in hazardous locations shall be identified by a permanent label that specifies the labeler, and states that safety glazing material has been utilized in such installations.

3.

Unit Skylights shall be labeled by a LA City Approved Labeling Agency. Such label shall state the approved labeling agency name, product designation and performance grade rating (research report not required). (R308.6.9) 4.

Pre-fab fireplaces are required to have manufacturer, model, and Underwriter Laboratories certification (or ICC).

5.

Provide an approved spark arrester for the chimney of a fireplace, stove, or barbecue which

STRUCTURAL S1 GENERAL NOTES / STRUCTURAL DETAILS S2 GENERAL NOTES / STRUCTURAL DETAILS S3 FOUNDATION PLAN S4 FLOOR FRAMING PLAN S5 UPPER FLOOR FRAMING PLAN S6 ROOF - FRAMING PLAN S7 STRUCTURAL DETAILS S8 STRUCTURAL DETAILS S9 STRUCTURAL DETAILS S10 STRUCTURAL DETAILS S11 STRUCTURAL DETAILS S12 STRUCTURAL DETAILS S13 STRUCTURAL DETAILS S14 STRUCTURAL DETAILS S15 STRUCTURAL DETAILS S16 STRUCTURAL DETAILS

1

2016.10.12 / LADBS SUBMITTAL

. .

CD

A. GENERAL 1.

The construction shall not restrict a five-foot clear and unobstructed access to any water or power distribution facility (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 Obtain approval from Real Estate Business Unit of DWP (213) 367-0562.

2.

Obtain permits from Public Works prior to Construction for: a. Temporary pedestrian protection as required by LABC Section 3306. b. For any construction near any street or public area.

3.

Outlets along wall counter space, island and peninsula counter space in kitchens shall have a maximum spacing of 48". (210-52 NEC) 4.

The first light in the new and remodeled bathrooms and kitchen shall be an energy efficient light meeting a minimum of 40 Lumens per watt (e.g. fluorescent lamp). (T-24, Sec. 130(b) & 150(k)) 5.

Every space intended for human occupancy shall be provided with natural light by means of exterior glazed openings in accordance with Section R303.1 or shall be provided with artificial light that is adequate to provide an average illumination of 6 foot-candles over the area of the room at a height of 30 inches above the floor level. (R303.1) 6.

A copy of the evaluation report and/or conditions of listing shall be made available at the job site 7.

The sprinkler system shall be approved by Plumbing Division prior to installation.

8.

Plumbing fixtures are required to be connected to a sanitary sewer or to an approved sewage disposal system (R306.3) 9.

Kitchen sinks, lavatories, bathtubs, showers, bidets, laundry tubs and washing machine outlets shall be provided with hot and cold water and connected to an approved water supply (R306.4) 10.

Automatic garage door openers, if provided, shall be listed in accordance with UL 325. (R309.4) 11.

Not in use 12.

Not in use 13.

A minimum of 50 percent of the nonhazardous construction and demolition waste shall be recycle and/or salvage for reuse in accordance with California Green Building Standards Code, Chapter 4 Division 4.4. (R324) 14.

Finish materials including adhesives, sealants, caulks, paints and coating, aerosol paints and systems and composite wood products shall meet the volatile organic compound (VOC) emission limits in accordance with the California Green Building Standards Code, Chapter 4 Division 4.5.

(R330) 15.

When a vapor retarder is required, a capillary break shall be installed in accordance with the California Green Building Standards Code, Chapter 4, Division 4.5. (R506.2.3.1) 16.

Annular space around pipes, electric cables, conduits or other openings in bottom/sole plates at exterior walls shall be protected against the passage of rodents by closing such openings in accordance with the California Green Building Standards Code, Chapter 4, Division 4.4. (R602.3.4.1) B. BATHROOMS 1.

All shower enclosures, regardless of shape, shall have a minimum finished interior area of not less than 1024 square inches (0.66 m2) and shall be capable of encompassing a30 inch diameter (0.76 m) circle. The minimum area and dimensions shall be maintained to a point 70 inches (1.8 m) above the shower drain outlet. (Plumbing CodeSection 410.4) 2.

Bathtub and shower floors, walls above bathtubs with a showerhead, and shower compartments shall be finished with a nonabsorbent surface. Such wall surfaces shall extend to a height of not less than 6 feet above the floor (R307.2).

3.

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

4.

A min 12" sq. access panel to the bathtub trap slip joint connection is required.(Plumbing Code Section 405.2) C. LAUNDRY ROOMS 1.

Clothes dryer(s) located in an area that is habitable or containing fuel burning appliances shall be exhausted to the outside or to an area which is not habitable and does not contain other fuel burning appliances (but not beneath the building or in the attic area). (M.C. 504.3.1) 2.

A 4" clothes dryer moisture exhaust duct is limited to a 14 feet length with two elbows from the clothes dryer to the point of termination. Reduce this length by 2 feet for every elbow in excess of 2.

(M.C. 504.3.2, M.C. 908) D. MEANS OF EGRESS 1.

Provide 32" wide doors to all interior accessible rooms within a dwelling unit.(LARC Section R311.2, LABC Section 6304.1) 2.

Provide emergency egress from sleeping rooms. Min.- 24" clear ht, 20" clear width, 5.7 sq.ft. min. area. (LARC Section R310, LABC Section 1029) 3.

Occupied roofs shall be provided with exits as required for stories.

E. GRADING AND FOUNDATION 1.

If adverse soil conditions are encountered, a soils investigation report may be required.

(LARC Section R401.4) 2.

Foundation and floor slabs shall conform to the following or the recommendation of an approved soils report : a.

Depth of footings below the natural and finished grades shall not be less than 24 inches for exterior and 18 inches for interior footings. b.

Exterior walls and interior bearing walls shall be supported on continuous footings. c.

Footings shall be reinforced with a minimum 4 -inch diameter deformed reinforcing bars.

Two bars shall be placed within 4 inches of the bottom of the footing and two bars within 4 inches of the top of the footings. d.

The soil below an interior concrete slab shall be saturated with moisture to a depth of 18 inches prior to placing the concrete. e.

Concrete floor slabs on grade shall be placed on a 4" fill of coarse aggregate or on a moisture barrier membrane. The slabs shall be at least inch thick and shall be reinforced with #4 rebars at 16 inch on center in both directions.

3.

Concrete slabs on expansive soil, compacted fill or slopes over 1:10 shall be placed on a 4-inch fill of coarse aggregate or on a 2" sand bed covered moisture barrier membrane. The slabs shall be at least 3-1/2 inches thick and reinforced with #4 barsspaced at intervals not exceeding 16 inches on center each way.(LABC Section 1808.6 , LARC Section R403.1.8, R506.1) 4.

Provide Under-floor net ventilation opening size and locations equal to 1 sq. ft. for each 150 sq. ft. of under floor area and an access opening through the floor x min) or an opening through a

PROJECT DIRECTORY

VICINITY MAP

SCALE

NTS. GENERAL INFORMATION PROJECT INDEX

A0.0

CD

SUBMITTALS

1 2016.10.12 / LADBS SUBMITTAL

.

.

SCALE

NTS.

TITLE 24 CERTIFICATE OF COMPLIANCE

A0.1

The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use.

Reproduction, publication or reuse by any method, in whole or in part, is prohibited. Title to the plans and specifications remains with Studio MD without prejudice. Visual contact with these plans & specifications shall constitute prima acie evidence of these restrictions.

info@studio-md.net www.studio-md.net 3816 willat avenue culver city, CA 90232

t.310.591.8238 f.310.388.5857

studio

12112 W. Marine St. Los Angeles, CA 90066

Igor & Hana Meglic

Meglic Residence

CD

SUBMITTALS

1 2016.10.12 / LADBS SUBMITTAL

.

.

SCALE

NTS.

TITLE 24 CERTIFICATE OF COMPLIANCE

A0.2

The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use.

Reproduction, publication or reuse by any method, in whole or in part, is prohibited. Title to the plans and specifications remains with Studio MD without prejudice. Visual contact with these plans & specifications shall constitute prima acie evidence of these restrictions.

info@studio-md.net www.studio-md.net 3816 willat avenue culver city, CA 90232

t.310.591.8238 f.310.388.5857

studio

12112 W. Marine St. Los Angeles, CA 90066

Igor & Hana Meglic

Meglic Residence

D. General Notes

[110.3(c)(3)] 9. Unfired service water-heater storage tanks and backup tanks for solar water-heating systems shall have: a) External insulation with an installed R-value of at least R-12, or b) Internal and external insulation with a combined R-value of at least R-16, or c) The heat loss of the tank surface, based on an less than 6.5 Btu/hr per square foot. [110.3 (c)(4)] 10. Space conditioning equipment shall meet the efficiency standards specified Section 120.2.

11. Pilot lights shall be prohibited for: [110.5] a) Fan-type central furnaces b) Household cooking appliances, except for household cooking appliances without an electrical supply voltage connection and in which each pilot consumes less than 150 Btu/hr c) Pool heaters d) Spa heaters 12. Any pool or spa heating system or equipment shall: a) A thermal efficiency that complies with the Appliance Efficiency Regulations b) Have a readily accessible on-off switch, mounted on the outside of the heater that allows shutting off the heater without adjusting the thermostat setting. c) Not utilize electric resistance heating. d) Have a thermal insulation cover for outdoor pools or spas that have a heat pump or gas heater. e) Have a permanent, readable, weatherproof instruction card that gives instructions for the proper, energy efficient operation of the pool or spa heater. f) Have at least 36 inches of pipe between the filter and heater or dedicated suction and return lines, or built-in or built-up connections shall be installed to allow for the future addition of solar heating equipment. g) Have directional inlets for the pool or spa that adequately mix the pool water. h) A time switch or similar control mechanism shall be installed as part of a pool water circulation control system that will allow all pumps to be set or programmed to run only during the off-peak electric demand period and for the minimum time necessary to maintain the water in the condition required by applicable public health standards.

18. Urea formaldehyde foam insulation may only be used in exterior side walls, and requires a four-mil-thick plastic polyethylene vapor barrier between the urea formaldehyde foam insulation and the interior space. ([110.8(b)]

11. Lighting [150.0(k)] a) Installed luminaires shall be classified as high-efficacy or low-efficacy for compliance with Section 150.0(k) in accordance with TABLE 150.0-A or TABLE 150.0-B, as applicable.

19. Insulating material shall be installed in compliance with the flame spread rating and smoke density requirements of the CBC. ([110.8(c)]

b) A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. For the purpose 20. Insulation installed on an existing space conditioning of compliance with Section 150.0(k), kitchen duct, it shall comply with Section 605 of the CMC. lighting includes all permanently installed lighting ([110.8(d)(3)] in the kitchen except for lighting that is internal to cabinets for the purpose of illuminating only the 21. External insulation installed on an existing unfired inside of the cabinets. Lighting in areas adjacent water storage tank or on an existing back-up tank for to the kitchen, including but not limited to dining a solar water-heating system, it shall have an and nook areas, are considered kitchen lighting if R-value of at least R-12, or the heat loss of the tank they are not separately switched from kitchen surface based on an 80 EF water-air temperature lighting. difference shall be less than 6.5 Btu per hour per EXCEPTION: Up to 50 watts for dwelling units square foot. . ([110.8(d)(2)] 22. The opaque portions of framed demising walls shall have insulation with an installed R-value of at least R-13 between framing members. ([110.8(f)] Residential Notes:

1. A masonry or factory-built fireplace shall have the following: a) Closeable metal or glass doors covering the entire opening of the firebox; b) A combustion air intake to draw air from the outside of the building directly into the firebox, which is at least six square inches in area and is equipped with a readily accessible, operable, and tight-fitting damper or combustion-air control device (Exception: An outside combustion-air intake is not required if the fireplace will be installed over concrete slab flooring and the fireplace will not be located on an exterior wall.); and c) A flue damper with a readily accessible control.

[150.0 (e)] 2. Heating systems shall be equipped with thermostats that meet the requirements of Section 110.2(c).

3. Gas or propane water heaters shall have: a) A 120V electrical receptacle that is within 3 feet from the water heater. b) A Category III or IV vent, or a Type B vent with straight pipe. c) Condensate drain that is no more than 2 inches higher than the base. d) A gas supply line with a capacity of at least 200,000 Btu/hr

exempt from the 50 percent high efficacy requirement when all lighting in the kitchen is controlled in accordance with the applicable provisions in Section 150.0(k)(2), and is also controlled by vacancy sensors or dimmers. c) Lighting installed in bathrooms shall meet the following requirements: i) A minimum of one high efficacy luminaire shall be installed in each bathroom; and ii) All other lighting installed in each bathroom shall be high efficacy or controlled by vacancy sensors. d) Lighting installed in attached and detached garages, laundry rooms, and utility rooms shall be high efficacy luminaires and controlled by vacancy sensors. e) Lighting installed in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy, or shall be controlled by either dimmers or vacancy sensors.

EXCEPTION 1: Luminaires in closets less than 70 square feet.

EXCEPTION 2: Lighting in detached storage buildings less than 1,000 square feet located on a residential site.

The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use.

Reproduction, publication or reuse by any method, in whole or in part, is prohibited. Title to the plans and specifications remains with Studio MD without prejudice. Visual contact with these plans & specifications shall constitute prima acie evidence of these restrictions.

8. Controls for service water-heating systems shall limit

17. Insulation shall be certified by Department of Consumer Affairs, Bureau of Home Furnishing and Thermal Insulation that the insulation conductive thermal performance is approved pursuant to the California Code of Regulations. ([110.8(a)]

12112 W. Marine St. Los Angeles, CA 90066

7. Service hot water systems with circulating pumps or with electrical heat trace systems shall be capable of automatically turning off the system. [110.3(c)(2)]

16. Joints and other openings in the building envelope that are potential sources of air leakage shall be caulked, gasketed, weatherstripped, or otherwise sealed to limit infiltration and exfiltration. [110.7]

10. Insulation shall be provided for water heaters as follows: a) Storage gas water heaters with an energy factor equal to or less than the federal minimum standards shall be externally wrapped with insulation having an insulated thermal resistance of R-12 or greater. b) Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water-heating systems, shall be externally wrapped with insulation having an installed thermal resistance of R-12 or greater or have internal insulation of at least R-16 and a label on the exterior of the tank showing the insulation R-value. [150.0 (j)]

info@studio-md.net www.studio-md.net 3816 willat avenue culver city, CA 90232

6. On systems that have a total capacity greater than 167,000 Btu/hr, outlets that require higher than service water temperatures as listed in the ASHRAE Handbook, Applications Volume, shall have separate remote heaters, heat exchangers, or boosters to supply the outlet with the higher temperature.

[110.3(c)(1)]

15. Field manufactured fenestration products and exterior doors, other than unframed glass doors and fire doors, shall be caulked between the fenestration products or exterior door and the building, and shall be weatherstripped. ([110.6(a)(6)]

Igor & Hana Meglic

5. Service water-heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use as listed in Table 3, Chapter 50 of the ASHRAE Handbook, HVAC Applications Volume. [110.3(a)(1)]

9. Insulations are required for: a) All hot water pipes from the heating source to the kitchen fixtures. b) All piping with a nominal diameter of 3/4 inch or larger. c) The first 5 feet (1.5 meters) of hot and cold water pipes from the storage tank

t.310.591.8238 f.310.388.5857

4. Any appliance regulated by the Appliance Efficiency Regulations, Title 20 California Code of Regulations, Section 1601 et seq., may be installed only if the appliance fully complies with Section 1608(a) of those regulations. [110.1]

14. Fenestration products shall be certified for overall U-values and overall SHGC, and shall have a temporary label which lists the certified U-value and SHGC, and certifies that applicable air infiltration requirements are met. [110.6(a)(2), 110.6(a)(5)]

8. The crawl space shall be covered with a Class I or Class II vapor retarder.

Meglic Residence

3. All systems, equipment and/or building components shall comply with the applicable manufacturer provisions and installation provisions of Sections 110.0 through 110.10.

7. Concrete-slab floor perimeter insulation shall be provided 16 inches deep, or the depth of the footing of the building, whichever is less. [150.1(c)(1)(D)]

studio

2. Maintenance information. The builder shall provide to the building owner at occupancy, maintenance information for all features, materials, components, and manufactured devices that require routine maintenance for efficient operation. Required routine maintenance actions shall be clearly stated and incorporated on a readily accessible label. The label may be limited to identifying, by title and/or publication number, the operation and maintenance manual for that particular model and type of feature, material, component or manufactured device.

[10-103(b)(3)]

13. Manufactured fenestration products and exterior doors shall have air infiltration rates not exceeding 0.3 cfm/ft2 of window area, 0.3 cfm/ft2 of residential door area, 0.3 cfm/ft2 of nonresidential single door area, and 1.0 cfm/ft2 of nonresidential double door area. [110.6(a)(1)]

f) A. In a low-rise multifamily residential building where the total interior common area in a single building equals 20 percent or less of the floor area, permanently installed lighting for the interior common areas in that building shall be high efficacy luminaires or controlled by an occupant 4. All pumps and pump motors installed shall be listed in sensor.

and shall comply with the Appliance Efficiency Regulations.

5. The minimum installed weight per square foot of any loose-fill insulation shall conform with the insulation manufacturer's labeled R-value[150.0 (b)] 6. Material used for slab edge insulation shall meet the following minimum specifications: a) Water absorption rate no greater than 0.3 percent. b) Water vapor permeance no greater than 2.0 perm/inch. c) Concrete slab perimeter insulation must be protected from physical damage and ultraviolet light deterioration. d) Insulation for a heated slab floor shall meet the requirements of Section 110.8(g).

[150.0 (l)]

g) In a low-rise multifamily residential building where the total interior common area in a single building equals more than 20 percent of the floor area, permanently installed lighting in that building shall: i) Comply with the applicable requirements in Sections 110.9, 130.0, 130.1, 140.6 and 141.0; and ii) Lighting installed in corridors and stairwells shall be controlled by occupant sensors that reduce the lighting power in each space by at least 50 percent. The occupant sensors shall be capable of turning the light fully On and Off from all designed paths of ingress and egress. h) All recessed lighting must be IC at AT rated, and must be sealed

SUBMITTALS

1

2016.10.12 / LADBS SUBMITTAL

. .

CD

1. Operating information. The builder shall provide the building owner at occupancy, operating information for all applicable features, materials, components, and mechanical devices installed in the building.

Operating information shall include instructions on how to operate the features, materials, components, and mechanical devices correctly and efficiently. The instructions shall be consistent with specifications set forth by the Executive Director.

For residential buildings, such information shall be contained in a folder or manual which provides all Certificate of Compliance, Certificate of Installation, and Certificate of Verification documentations. This operating information shall be in paper or electronic format. [10-103(b)(2)]

SCALE

NTS.

TITLE 24 GRAL. NOTES / MANDATORY MEASURES

A0.3

GRN 11 / VOC & FORMALDEHYDE LIMITS

GRN 9 / MANDATORY REQUIREMENTS CHECKLIST

A0.4

GRN 14/ note #13

A0.4

GRN 14/ note #14

A0.4

GRN 14/ note #15

A0.4

GRN14/ note#16,#21

GRN 1; GRN 14/ note #10

A0.4

A0.4

GRN 1; GRN 14/ note #22 & 23

A0.4

A0.4

GRN 14/ note #1 & 2

A0.4

A0.4

GRN 14/ note #3

A0.4 & A1.1

GRN 14/ note #4

A0.4 A0.4 A0.3

GRN 14/ note #17 GRN 14/ note #18 GRN 14/ note #19 GRN 14/ note #20 GRN 14/ note #22

A0.3

GRN 14/ note #5

N/A

GRN 14/ note #6

A0.4 A0.4

GRN 18/ note #3 GRN 18/ note #2

A0.4

GRN 18/ note #4

A0.4

GRN 14/ note #7

A0.4 A0.4 N/A A0.4

GRN 18/ note #4 GRN 18/ note #5 GRN 18/ note #6

A0.4

GRN 18/ note #7

A0.4

GRN 18/ note #8

A0.4

GRN 18/ note #9

A0.4 A0.4

GRN 18/ note #10 GRN 18/ note #11

A0.4 A6.1, A8.0

GRN 14/ note #9

A0.4

GRN 14/ note #10

A0.4 A0.4

GRN14/note#11;addl.note#2

GRN14/ note #27

1. "AN OPERATION & MAITENANCE 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". (SEE FORM GRN6) 2. CONSTRUCTION WASTE WILL BE REDUCE BY 50% WITH THE USE OF A HAULER CERTIFIED BY THE CITY OF LOS ANGELES. 3.THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT AND SHALL BE PERMANENTLY MARKED AS "FOR FUTURE SOLAR ELECTRIC".

4.THE MAIN SERVICE PANEL SHALL HAVE A MINIMUM BUS BAR RATING OF 200AMPS 5.A COPY OF THE CONSTRUCTION DOCUMENTS OR A COMPARABLE DOCUMENT INDICATING THE INFORMATION FROM ENERGY CODE SECTIONS 110.10(b)THROUGH 110.10 (c) SHALL BE PROVIDED TO THE OCCUPANT. 6. THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES SPECIFIED IN SECTION 4.303.1

The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use.

Reproduction, publication or reuse by any method, in whole or in part, is prohibited. Title to the plans and specifications remains with Studio MD without prejudice. Visual contact with these plans & specifications shall constitute prima acie evidence of these restrictions.

ADDITIONAL NOTES

info@studio-md.net www.studio-md.net 3816 willat avenue culver city, CA 90232

GRN 18R WATER CONSERVATIONS NOTES

12112 W. Marine St. Los Angeles, CA 90066

GRN14/note#12;addl.note#1

Igor & Hana Meglic

GRN 16 / PLUMBING FIXTURES FLOW RATES

A0.4

GRN14/ note #25, #26

t.310.591.8238 f.310.388.5857

GRN 14 / GREEN BUILDING CODE PLAN CHECK NOTES

Additional Note #3

Meglic Residence

A0.4 & A2.3

A0.3 ,A2.1 to A2.3 A0.3

GRN14/ note #23 GRN14/ note #24

studio

A0.4

SUBMITTALS

1

2016.10.12 / LADBS SUBMITTAL

. .

CD

GRN 1 / STORM WATER POLLUTION CONTROL

SCALE

NOT TO SCALE

GREEN BUILDING CODE

A0.4

LEGENDS: AC BOB BX C/L CONC. COR DL EG FFE FS FL FD GB GM GS IF IP LS L&T OH P/L POL PP PROP RCE RR SMH SOS SPK TB TC TX WF WM W

N

SCALE: 1"=10'

ASPHALT CONCRETE BASIS OF BEARING BOTTOM OF CURB(DRIVE) CENTERLINE CONCRETE CORNER DAY LIGHT EDGE OF GUTTER FINISH FLOOR ELEVATION FINISH SURFACE FLOW LINE FOUND GB GAS METER GROUND SHOT IRON FENCE IRON PIPE LAND SURVEYOR LEAD & TAG OVERHANG PROPERTY LINE POINT ON LINE POWER POLE PROPERTY REGISTERED CIVIL ENGINEER RAIL-ROAD TIES SEWER MANHOLE SHOT ON SLOPE SPIKE TOP OF BERM TOP OF CURB TOP OF CURB(DRIVE) WOOD FENCE WATER METER WASHER

Igor & Hana Meglic

12112 W. Marine St. Los Angeles, CA 90066 info@studio-md.net www.studio-md.net 3816 willat avenue culver city, CA 90232

The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use.

Reproduction, publication or reuse by any method, in whole or in part, is prohibited. Title to the plans and specifications remains with Studio MD without prejudice. Visual contact with these plans & specifications shall constitute prima acie evidence of these restrictions.

NOTES:

t.310.591.8238 f.310.388.5857

studio

Meglic Residence

CHAIN LINK FENCE CONC. BLOCK WALL IRON FENCE WOOD FENCE

BOUNDARIES WERE ESTABLISHED FROM CITY ENGINEER MONUMENTED STREETS. TREES UNDER 6" NOT SHOWN ON MAP. THIS SURVEY DID NOT LOCATE ABOVE OR UNDER GROUND UTILITIES EXCEPT AS SHOWN HEREON. BENCH MARK: BENCH MARK ELEVATION = 178.80 FEET, STRUCTURE ID NO. 53405046 LID OF SEWER MANHOLE ALONG THE INTERSECTION OF MOUNTAIN VIEW AVENUE AND MARINE STREET. SUBMITTALS

BASIS OF BEARINGS: 1

2016.10.12 / LADBS SUBMITTAL

TRACT 14386 MAP BOOK 304 PAGES 1 TO 5, CITY OF LOS ANGELES, STATE OF CALIFORNIA, TAKEN AS THE BEARING FOR THIS SURVEY.

LEGAL DESCRIPTION: .

TRACT NO. 14386, LOT 90 M.B. 304-1 TO 5

TOPOGRAPHIC SURVEY

4248-008-014

12112 MARINE STREET LOS ANGELES, CA 90066

LACUESTA SURVEYING & ENGINEERING CO. P.O. BOX 4062, LA PUENTE, CA 91747

DATE: 3-6-15 SCALE: 1"=10'

SCALE

AS SHOWN

TOPOGRAPHIC SURVEY

1 SCALE: 1"= 1'-0"

CD

ASSESSOR PARCEL NUMBER:

.

TOPOGRAPHIC SURVEY

A0.5

N

PROPERTY LINE

(E) HARDSCAPE TO BE REMOVED

PROPERTY LINE

EXISTING ONE STORY BUILDING W/ATTACHED GARAGE TO BE DEMOLISHED

PROPERTY LINE

CONCRETE WALKWAY TO BE REMOVED

(E) HARDSCAPE TO BE REMOVED (E) HARDSCAPE TO BE REMOVED

PROPERTY LINE

N

deck

LID planter

2% slope

1

2% slope

4" PVC / S=2.0%

PROPERTY LINE

The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use.

Reproduction, publication or reuse by any method, in whole or in part, is prohibited. Title to the plans and specifications remains with Studio MD without prejudice. Visual contact with these plans & specifications shall constitute prima acie evidence of these restrictions.

info@studio-md.net www.studio-md.net 3816 willat avenue culver city, CA 90232

.

2% slope

.

101.59' AUTOMATIC WEATHER-BASED IRRIGATION SYSTEM CONTROLLER

SCALE

AS SHOWN SITE PLAN AND DEMOLITION PLAN

1" 65'-92

1 SCALE: 1/8"= 1'-0"

2016.10.12 / LADBS SUBMITTAL

1 16'-02"

CD

SIDE SETBACK: 5FT X 1FT

SUBMITTALS

2% slope

overhang encroachment per LAMC 1" 11'-12

xeriscape area

19'-9"

2% slope

2% slope

LID planter

UP

deck

59.03'

DN

2% slope

to LID planter below

2% slope

t.310.591.8238 f.310.388.5857

2% slope

lawn 476 SF

PROPERTY LINE

55'

planter below

french drain for lawn

2%

PROPERTY LINE

4" PVC / S=2.0%

studio

MC

overhang encroachment per LA

5' P.U.E.

41'-0"

xeriscape area

REAR SETBACK: 15FT

4" PVC / S=2.0%

2%

xeriscape area SIDE SETBACK: 5FT X 1FT

4" PVC / S=2.0%

permeable concrete pavers driveway

101.09'

2%

2% slope

1 4'-32"

existing curbcut

K: 11.15 FT PREV. FRONT SETBAC

PROPERTY LINE

12112 W. Marine St. Los Angeles, CA 90066

AS -BUILT / DEMOLITION PLAN

Igor & Hana Meglic

SCALE: 1/8"= 1'-0"

Meglic Residence

2

PROPOSED SITE PLAN

A1.0

13'-0"

4 FT OVERHANG 22'-0"

0'-6"

4 FT OVERHANG

5'-0"

7'-6"

0'-6"

4 FT O

40'-0"

VERHA

NG

27'-6"

4 FT OVERHANG

13'-0"

6 1/2" RISERS 12" TREADS

19'-6"

12'-6"

UP

12'-6"

DN 6 1/2" RISERS 12" TREADS

17'-6"

DN

15'-0" 7'-0"

9'-6"

4'-0"

STAIRCASE COUNTED ONLY ONCE @ BASEMENT LEVEL PER LAMC. 12.03

PERMEABLE CONCRETE PAVERS

675 SF

3'-6" 4'-0"

9'-6"

10'-0"

38 SF

7'-0"

65%

35%

1,854 SF 100%

TOTALS % OF TOTAL

1,360 SF

758 SF

2,118 SF

64.2%

35.8%

100%

UP

20'-0"

DN

14'-0"

649 SF

3'-0" 6 1/2" RISERS 12" TREADS

1'-6"

1,205 SF

42'-0"

NOTES: -100% OF HARDSCAPE AREAS COMPLY WITH HEAT ISLAND REDUCTION REQUIREMENTS PER CODE 4.106.7 - SEE PERMEABLE MATERIALS DETAILS 3 & 9 ON A8.1

18'-6"

2

2'-6"

FIRST FLOOR

AREA OF PERMEABLE MATERIALS

studio

STAIRCASE COUNTED ONLY ONCE @ BASEMENT LEVEL PER LAMC. 12.03

25'-0"

6'-6"

4'-6"

17'-0"

22'-6"

17'-6"

42'-6"

SUBMITTALS

1

4'-0"

8'-6"

23'-0"

2016.10.12 / LADBS SUBMITTAL

17'-0"

19'-0"

UP

18'-0"

. .

4'-0"

11'-6"

8'-0"

CD

SCALE: 1/8"= 1'-0"

The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use.

Reproduction, publication or reuse by any method, in whole or in part, is prohibited. Title to the plans and specifications remains with Studio MD without prejudice. Visual contact with these plans & specifications shall constitute prima acie evidence of these restrictions.

685 SF

39 SF

FRONT YARD PLANTER 2: IMPERMEABLE AREA: 527 SF REQUIRED: 32 SF PROVIDED: 38 SF

% OF TOTAL

GRAVEL OVER NATURAL SOIL

12'-0"

FRONT YARD PLANTER 1: ROOF TRIBUTARY AREA: 835 SF REQUIRED: 32 SF PROVIDED: 39 SF

TOTALS

758 SF

12112 W. Marine St. Los Angeles, CA 90066

54 SF

TOTALS

info@studio-md.net www.studio-md.net 3816 willat avenue culver city, CA 90232

PLANTER BOXEX PER LID:

IMPERMEABLE

Igor & Hana Meglic

518 SF

COURTYARD PLANTER ROOF TRIBUTARY AREA: 669 SF REQUIRED: 32 SF PROVIDED: 54 SF

PERMEABLE

COOL PAVEMENT/ CEMENT CONCRETE

1,205 SF

LAWN OVER 18" SOIL OVER GARAGE ROOF

MATERIAL

t.310.591.8238 f.310.388.5857

TOTALS

5'-6"

IMPERMEABLE

6 1/2" RISERS 12" TREADS

XERISCAPE DROUGHT TOLERANT PLANTS OVER GRAVEL

PERMEABLE

14'-0"

MATERIAL

HARDSCAPE

Meglic Residence

LANDSCAPE

2ND FLOOR

27'-0"

BASEMENT

1 SCALE: 1/8"= 1'-0"

AREA CALCULATIONS

SCALE

1/8"=1'-0"

AREA CALCULATIONS AND AREAS W/ PERMEABLE MATERIALS

A1.1

2 A3.1

1 A4.0

PROPERTY LINE

N

101.09'

3'-6"

44'-6"

000

above

000

GARAGE

7'-5"

REAR SETBACK: 15FT

-13'-0" (+161.00)

002B

PLANTER 1 23 24

001

1

-11'-6"

1

STORAGE

1 A3.1

59.03'

001

13'-0"

1 A3.0

PROPERTY LINE

55'

002A

PROPERTY LINE

002 polished concrete

20'-0"

10"

17'-10"

GUEST ROOM

22'-7"

000 polished concrete

DRIVEWAY WITH 15.6% SLOPE

3 A4.0

STORAGE

18'-0"

15

1

STORAGE

3

-11'-6" 3

ENTRY HALL

6'-3"

-11'-6"

007

LIGHTWELL -8'-0"

CL

5'-0"

3'-6"

LAUNDRY RM.

PROPERTY LINE 101.59'

005 polished concrete

9'-0"

7'-10"

3'-6"

GAME ROOM

006 polished concrete

007 polished concrete

7'-4"

18'-10"

8'-9"

2 A3.0

1 SCALE: 1/4"= 1'-0"

info@studio-md.net www.studio-md.net 3816 willat avenue culver city, CA 90232

6'-0"

DARK ROOM

The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use.

Reproduction, publication or reuse by any method, in whole or in part, is prohibited. Title to the plans and specifications remains with Studio MD without prejudice. Visual contact with these plans & specifications shall constitute prima acie evidence of these restrictions.

9'-1134"

LIGHTWELL

studio

003 polished concrete

004 polished concrete

-8'-0"

6'-0"

BATHROOM

MECH. ROOM

2'-0"

005

t.310.591.8238 f.310.388.5857

7'-9"

3

12112 W. Marine St. Los Angeles, CA 90066

CL 003

Igor & Hana Meglic

Meglic Residence

006

005

004

CL

18'-1"

6 1/2" RISERS 12" TREADS

002 2'-3"

007

001 polished concrete

UP

FLOOR PLAN / FIRST LEVEL

KEYNOTES

23.INVERTERS & METERING EQUIPMENT THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION AND SHALL BE PERMANENTLY MARKED AS "FOR FUTURE SOLAR ELECTRIC".

24.1" LISTED RACEWAY TO ACCOMMODATE A DEDICATED 208/204 VOLT BRANCH CIRCUIT RACEWAY TO ORIGINATE AT MAIN SERVICE PANEL AND TERMINATE INTO A LISTED CABINET. 25.PATHWAY CONNECTION FROM SOLAR ZONE TO INVERTER AND MAIN SERVICE PANEL 26.AUTOMATIC WEATHER-BASED IRRIGATION SYSTEM CONTROLLER 27. CONCEALED CAST IRON DOWN PIPE WITH DISCHARGE DIRECTED TO LID PLANTERS.

E. WALL TO REMAIN N. WALL LINE ABOVE

ROOM NAME

ROOM NAME

101 TILE 1140 S.F.

ROOM NUMBER FLOOR MATERIAL ROOM AREA

W201A 201

WINDOW NUMBER DOOR NUMBER

MAIN ELECTRICAL PANEL

LEGENDS

3 A5.1

DRAWING SHEET

+34'-6" ROOF

ELEVATION HEIGHT

+12'-0"

SUBMITTALS

ELEVATION LOCATION ELEVATION HEIGHT ( CEILING HEIGHT )

L1

FINISH MATERIAL

1

KEYNOTES

1

2016.10.12 / LADBS SUBMITTAL

.

ENERGY STAR ROOM FAN 60 CFM; DUCTED TO THE OUTSIDE AND CONTROLLED BY HUMISTAT CEILING MOUNTED COMBINATION SMOKE/CO DETECTOR WUI LIST NO. 7275-0028:0264

.

CD

1. 1 HR. RATED WALL ASSEMBLY 2. NEW FLOOR TO CEILING WINDOWS AND SLIDERS. (COORDINATE CONSTRUCTION DETAILS WITH MANUFACTURER).

3. BUILT-IN CABINETRY 4. PRE-FABRICATED FIREPLACE WITH DIRECT-VENT, SEALED COMBUSTION TYPE; FABRICATOR: HEAT AND GLO, MODEL: COSMO SLR / UL LISTED (SEE 2/A8.2) 5. NOT IN USE 6. 42" TEMPERED GLASS RAIL SYSTEM, LARR# 25084 (SEE A8.0 DETS. 11 &12) 7. 42" PAINTED STEEL GUARDRAIL WITH SS. CABLE @ 4".

8. 5FT TALL SELF-LATCHING ENCLOSURE 9. PLANTER PER LOW IMPACT DEVELOPMENT STANDARDS 10. SMOOTH TROWEL PRE-COLORED STUCCO (PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FT MEASURED FROM GRADE. 11. FIBERCEMENT HARDY PANEL CLADDING (PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FT MEASURED FROM GRADE. 12. METAL PANELS POWDER COATED (TO MATCH SAMPLE APPROVED BY ARCHITECT) 13. PERFORATED METAL SCREEN (TO MATCH SAMPLE APPROVED BY ARCHITECT) 14. CONCRETE PAVERS 15. PERMEABLE CONCRETE PAVERS 16. XERISCAPE AREA 17. R-19 MIN. INSULATION IN FLOORS, TYPICAL 18. R-30 INSULATION IN ROOF, TYPICAL 19. R-20 INSULATION IN EXTERIOR WALLS 20. COOL ROOF - SIKA SARNAFIL S327 ENERGY SMART ROOF MEMBRANE, LARR 24852, COLOR: ENERGY SMART TAN, 3 YEAR SRI OF78, 3 YEAR SOLAR REFLECTANCE OF 0.65 & THERMAL EMITTANCE OF 0.86 (SEE 1/A8.2) 21. ROOF/OVERFLOW DRAIN (SEE 2/A8.0) 22. SOLAR ZONE AREA

SCALE

1/4"=1'-0" FLOOR PLAN FIRST LEVEL

A2.0

2 A3.1

1 A4.0

PROPERTY LINE

N

101.09'

16

6'-0"

11.15'

8

16

E2

SIDE SETBACK: 5FT X 1FT

SEE PREV. SET BACK CALCS

BENCH

DRIVEWAY WITH 15.6% SLOPE

15'-0"

3 A4.0

9

LID PLANTER

+ 0'-6" (+174.00)

2

14

104B

2

100

9

LIGHTWELL 16

12112 W. Marine St. Los Angeles, CA 90066

21'-0"

6 1/2" RISERS 12" TREADS

CL 8'-3"

16

102

PANTRY

14'-0"

E1

4

101

LID PLANTER

(+171.5)

UP

6 1/2" RISERS 12" TREADS

101

14

DN

1 A3.1

Igor & Hana Meglic

(+173.84)

104A

59.03'

16

9'-6"

103A

Meglic Residence

55'

14

PROPERTY LINE

BBQ

100A

7'-5"

5' P.U.E.

100 terrazo

20'-0"

8'-0"

17'-10"

REAR SETBACK: 15FT

PROPERTY LINE

(+172.00)

ENTRY HALL

9

1 A3.0

5'-0"

LAWN (476 SF)

LID PLANTER

15

PREV. FRONT SETBAC

18'-0"

K: 11.5 FT

16

1'-8"

LIVING ROOM

103 terrazo

104 terrazo

9'-3" 26

2'-6" 3'-6"

3'-6"

15'-4"

PROPERTY LINE

25'-2"

16'-3"

101.59' 2 A3.0

1 SCALE: 1/4"= 1'-0"

The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use.

Reproduction, publication or reuse by any method, in whole or in part, is prohibited. Title to the plans and specifications remains with Studio MD without prejudice. Visual contact with these plans & specifications shall constitute prima acie evidence of these restrictions.

12'-421"

102 terrazo 6'-0"

KITCHEN

info@studio-md.net www.studio-md.net 3816 willat avenue culver city, CA 90232

101 terrazo

SIDE SETBACK: 5FT X 1FT

studio

POWDER ROOM

STUDY

LIGHTWELL

103B

100B

6'-0"

102

t.310.591.8238 f.310.388.5857

104C

FLOOR PLAN / FIRST LEVEL

KEYNOTES

23.INVERTERS & METERING EQUIPMENT THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION AND SHALL BE PERMANENTLY MARKED AS "FOR FUTURE SOLAR ELECTRIC".

24.1" LISTED RACEWAY TO ACCOMMODATE A DEDICATED 208/204 VOLT BRANCH CIRCUIT RACEWAY TO ORIGINATE AT MAIN SERVICE PANEL AND TERMINATE INTO A LISTED CABINET. 25.PATHWAY CONNECTION FROM SOLAR ZONE TO INVERTER AND MAIN SERVICE PANEL 26.AUTOMATIC WEATHER-BASED IRRIGATION SYSTEM CONTROLLER 27. CONCEALED CAST IRON DOWN PIPE WITH DISCHARGE DIRECTED TO LID PLANTERS.

E. WALL TO REMAIN N. WALL LINE ABOVE

ROOM NAME

ROOM NAME

101 TILE 1140 S.F.

ROOM NUMBER FLOOR MATERIAL ROOM AREA

W201A 201

WINDOW NUMBER DOOR NUMBER

MAIN ELECTRICAL PANEL

LEGENDS

3 A5.1

DRAWING SHEET

+34'-6" ROOF

ELEVATION HEIGHT

+12'-0"

SUBMITTALS

ELEVATION LOCATION ELEVATION HEIGHT ( CEILING HEIGHT )

L1

FINISH MATERIAL

1

KEYNOTES

1

2016.10.12 / LADBS SUBMITTAL

.

ENERGY STAR ROOM FAN 60 CFM; DUCTED TO THE OUTSIDE AND CONTROLLED BY HUMISTAT CEILING MOUNTED COMBINATION SMOKE/CO DETECTOR WUI LIST NO. 7275-0028:0264

.

CD

1. 1 HR. RATED WALL ASSEMBLY 2. NEW FLOOR TO CEILING WINDOWS AND SLIDERS. (COORDINATE CONSTRUCTION DETAILS WITH MANUFACTURER).

3. BUILT-IN CABINETRY 4. PRE-FABRICATED FIREPLACE WITH DIRECT-VENT, SEALED COMBUSTION TYPE; FABRICATOR: HEAT AND GLO, MODEL: COSMO SLR / UL LISTED (SEE 2/A8.2) 5. NOT IN USE 6. 42" TEMPERED GLASS RAIL SYSTEM, LARR# 25084 (SEE A8.0 DETS. 11 &12) 7. 42" PAINTED STEEL GUARDRAIL WITH SS. CABLE @ 4".

8. 5FT TALL SELF-LATCHING ENCLOSURE 9. PLANTER PER LOW IMPACT DEVELOPMENT STANDARDS 10. SMOOTH TROWEL PRE-COLORED STUCCO (PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FT MEASURED FROM GRADE. 11. FIBERCEMENT HARDY PANEL CLADDING (PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FT MEASURED FROM GRADE. 12. METAL PANELS POWDER COATED (TO MATCH SAMPLE APPROVED BY ARCHITECT) 13. PERFORATED METAL SCREEN (TO MATCH SAMPLE APPROVED BY ARCHITECT) 14. CONCRETE PAVERS 15. PERMEABLE CONCRETE PAVERS 16. XERISCAPE AREA 17. R-19 MIN. INSULATION IN FLOORS, TYPICAL 18. R-30 INSULATION IN ROOF, TYPICAL 19. R-20 INSULATION IN EXTERIOR WALLS 20. COOL ROOF - SIKA SARNAFIL S327 ENERGY SMART ROOF MEMBRANE, LARR 24852, COLOR: ENERGY SMART TAN, 3 YEAR SRI OF78, 3 YEAR SOLAR REFLECTANCE OF 0.65 & THERMAL EMITTANCE OF 0.86 (SEE 1/A8.2) 21. ROOF/OVERFLOW DRAIN (SEE 2/A8.0) 22. SOLAR ZONE AREA

SCALE

1/4"=1'-0" FLOOR PLAN FIRST LEVEL

A2.1

2 A3.0

1 A4.0

PROPERTY LINE 13'-7"

N

101.09'

4'-0"

BEDROOM 1 201 LAM. WOOD

11.15'

1'-821"

SEE PREV. SET BACK CALCS

12

SIDE SETBACK: 5FT X 1FT

MC 4'-6"

overhang encroachment per LA

206 terrazo 7'-5"

6

206B

HALL

2

+ 12'-0"

BEDROOM 2 203 LAM. WOOD 16'-221"

SIDE SETBACK: 5FT X 1FT

205A

204 TILE 7'-0"

205 LAM. WOOD 17'-4"

PROPERTY LINE

WALK IN CLOSET

22'-2"

4'-0"

101.59' 2 A3.1

1 SCALE: 1/4"= 1'-0"

12112 W. Marine St. Los Angeles, CA 90066 The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use.

Reproduction, publication or reuse by any method, in whole or in part, is prohibited. Title to the plans and specifications remains with Studio MD without prejudice. Visual contact with these plans & specifications shall constitute prima acie evidence of these restrictions.

MASTER BATHROOM

overhang encroachment per LAMC

info@studio-md.net www.studio-md.net 3816 willat avenue culver city, CA 90232

203B

CL

PLANTER

t.310.591.8238 f.310.388.5857

2'-0"

204A

6'-7"

3

205B

CL

Igor & Hana Meglic

204

204B

200C

skylight

4

CL

4'-0"

Meglic Residence

clerestory

clerestory

200A

200B

clerestory

14'-0"

203A

6 1/2" RISERS 12" TREADS

203

DN

studio

CL

12'-5"

206

5'-0"

200 LAM. WOOD

206C

CL

202

12

1 A3.1

59.03'

202

11'-0"

206A

4'-0"

20'-0"

skylight

55'

CL

202 TILE

17'-10"

PROPERTY LINE

200D

201

REAR SETBACK: 15FT

PROPERTY LINE

2 A4.0

MASTER BEDROOM

BATHROOM

1 A3.0

12'-6"

201C

PREV. FRONT SETBAC

14'-0"

K: 11.5 FT

201A

201B

FLOOR PLAN / FIRST LEVEL

KEYNOTES

23.INVERTERS & METERING EQUIPMENT THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION AND SHALL BE PERMANENTLY MARKED AS "FOR FUTURE SOLAR ELECTRIC".

24.1" LISTED RACEWAY TO ACCOMMODATE A DEDICATED 208/204 VOLT BRANCH CIRCUIT RACEWAY TO ORIGINATE AT MAIN SERVICE PANEL AND TERMINATE INTO A LISTED CABINET. 25.PATHWAY CONNECTION FROM SOLAR ZONE TO INVERTER AND MAIN SERVICE PANEL 26.AUTOMATIC WEATHER-BASED IRRIGATION SYSTEM CONTROLLER 27. CONCEALED CAST IRON DOWN PIPE WITH DISCHARGE DIRECTED TO LID PLANTERS.

E. WALL TO REMAIN N. WALL LINE ABOVE

ROOM NAME

ROOM NAME

101 TILE 1140 S.F.

ROOM NUMBER FLOOR MATERIAL ROOM AREA

W201A 201

WINDOW NUMBER DOOR NUMBER

MAIN ELECTRICAL PANEL

LEGENDS

3 A5.1

DRAWING SHEET

+34'-6" ROOF

ELEVATION HEIGHT

+12'-0"

SUBMITTALS

ELEVATION LOCATION ELEVATION HEIGHT ( CEILING HEIGHT )

L1

FINISH MATERIAL

1

KEYNOTES

1

2016.10.12 / LADBS SUBMITTAL

.

ENERGY STAR ROOM FAN 60 CFM; DUCTED TO THE OUTSIDE AND CONTROLLED BY HUMISTAT CEILING MOUNTED COMBINATION SMOKE/CO DETECTOR WUI LIST NO. 7275-0028:0264

.

CD

1. 1 HR. RATED WALL ASSEMBLY 2. NEW FLOOR TO CEILING WINDOWS AND SLIDERS. (COORDINATE CONSTRUCTION DETAILS WITH MANUFACTURER).

3. BUILT-IN CABINETRY 4. PRE-FABRICATED FIREPLACE WITH DIRECT-VENT, SEALED COMBUSTION TYPE; FABRICATOR: HEAT AND GLO, MODEL: COSMO SLR / UL LISTED (SEE 2/A8.2) 5. NOT IN USE 6. 42" TEMPERED GLASS RAIL SYSTEM, LARR# 25084 (SEE A8.0 DETS. 11 &12) 7. 42" PAINTED STEEL GUARDRAIL WITH SS. CABLE @ 4".

8. 5FT TALL SELF-LATCHING ENCLOSURE 9. PLANTER PER LOW IMPACT DEVELOPMENT STANDARDS 10. SMOOTH TROWEL PRE-COLORED STUCCO (PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FT MEASURED FROM GRADE. 11. FIBERCEMENT HARDY PANEL CLADDING (PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FT MEASURED FROM GRADE. 12. METAL PANELS POWDER COATED (TO MATCH SAMPLE APPROVED BY ARCHITECT) 13. PERFORATED METAL SCREEN (TO MATCH SAMPLE APPROVED BY ARCHITECT) 14. CONCRETE PAVERS 15. PERMEABLE CONCRETE PAVERS 16. XERISCAPE AREA 17. R-19 MIN. INSULATION IN FLOORS, TYPICAL 18. R-30 INSULATION IN ROOF, TYPICAL 19. R-20 INSULATION IN EXTERIOR WALLS 20. COOL ROOF - SIKA SARNAFIL S327 ENERGY SMART ROOF MEMBRANE, LARR 24852, COLOR: ENERGY SMART TAN, 3 YEAR SRI OF78, 3 YEAR SOLAR REFLECTANCE OF 0.65 & THERMAL EMITTANCE OF 0.86 (SEE 1/A8.2) 21. ROOF/OVERFLOW DRAIN (SEE 2/A8.0) 22. SOLAR ZONE AREA

SCALE

1/4"=1'-0" FLOOR PLAN SECOND LEVEL

A2.2

2 A3.1

1 A4.0

PROPERTY LINE

101.09'

4'-0"

14'-1"

11.15'

SIDE SETBACK: 5FT X 1FT

1

1'-84"

SEE PREV. SET BACK CALCS

N

MC

PREV. FRONT SETBAC

K: 11.15 FT

2% slope

4'-6"

overhang encroachment per LA

ROOF TRIBUTARY AREA: 669 SF

41'-0"

4'-3"

200D

55'

21

20

1 A3.1

59.03'

25

SOLAR ZONE ( 270 SF)

ROOF TRIBUTARY AREA: 835 SF 21

2'-0"

SIDE SETBACK: 5FT X 1FT

205A

studio

overhang encroachment per LAMC 4'-0"

16'-934"

8'-0"

41'-0"

PROPERTY LINE

4'-0"

101.59' 2 A3.0

1 SCALE: 1/4"= 1'-0"

The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use.

Reproduction, publication or reuse by any method, in whole or in part, is prohibited. Title to the plans and specifications remains with Studio MD without prejudice. Visual contact with these plans & specifications shall constitute prima acie evidence of these restrictions.

19'-9"

2% slope

12112 W. Marine St. Los Angeles, CA 90066

204B

2% slope

skylight

200C

clerestory

2% slope

clerestory

200A

13'-6"

2% slope

20

info@studio-md.net www.studio-md.net 3816 willat avenue culver city, CA 90232

clerestory

t.310.591.8238 f.310.388.5857

200B

Igor & Hana Meglic

2% slope

22

Meglic Residence

PROPERTY LINE

2% slope

PROPERTY LINE

skylight

44'-6"

P.U.E 5FT SETBACK

REAR SETBACK: 15FT

1 A3.0

3 A4.0

FLOOR PLAN / FIRST LEVEL

KEYNOTES

23.INVERTERS & METERING EQUIPMENT THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION AND SHALL BE PERMANENTLY MARKED AS "FOR FUTURE SOLAR ELECTRIC".

24.1" LISTED RACEWAY TO ACCOMMODATE A DEDICATED 208/204 VOLT BRANCH CIRCUIT RACEWAY TO ORIGINATE AT MAIN SERVICE PANEL AND TERMINATE INTO A LISTED CABINET. 25.PATHWAY CONNECTION FROM SOLAR ZONE TO INVERTER AND MAIN SERVICE PANEL 26.AUTOMATIC WEATHER-BASED IRRIGATION SYSTEM CONTROLLER 27. CONCEALED CAST IRON DOWN PIPE WITH DISCHARGE DIRECTED TO LID PLANTERS.

E. WALL TO REMAIN N. WALL LINE ABOVE

ROOM NAME

ROOM NAME

101 TILE 1140 S.F.

ROOM NUMBER FLOOR MATERIAL ROOM AREA

W201A 201

WINDOW NUMBER DOOR NUMBER

MAIN ELECTRICAL PANEL

LEGENDS

3 A5.1

DRAWING SHEET

+34'-6" ROOF

ELEVATION HEIGHT

+12'-0"

SUBMITTALS

ELEVATION LOCATION ELEVATION HEIGHT ( CEILING HEIGHT )

L1

FINISH MATERIAL

1

KEYNOTES

1

2016.10.12 / LADBS SUBMITTAL

.

ENERGY STAR ROOM FAN 60 CFM; DUCTED TO THE OUTSIDE AND CONTROLLED BY HUMISTAT CEILING MOUNTED COMBINATION SMOKE/CO DETECTOR WUI LIST NO. 7275-0028:0264

.

CD

1. 1 HR. RATED WALL ASSEMBLY 2. NEW FLOOR TO CEILING WINDOWS AND SLIDERS. (COORDINATE CONSTRUCTION DETAILS WITH MANUFACTURER).

3. BUILT-IN CABINETRY 4. PRE-FABRICATED FIREPLACE WITH DIRECT-VENT, SEALED COMBUSTION TYPE; FABRICATOR: HEAT AND GLO, MODEL: COSMO SLR / UL LISTED (SEE 2/A8.2) 5. NOT IN USE 6. 42" TEMPERED GLASS RAIL SYSTEM, LARR# 25084 (SEE A8.0 DETS. 11 &12) 7. 42" PAINTED STEEL GUARDRAIL WITH SS. CABLE @ 4".

8. 5FT TALL SELF-LATCHING ENCLOSURE 9. PLANTER PER LOW IMPACT DEVELOPMENT STANDARDS 10. SMOOTH TROWEL PRE-COLORED STUCCO (PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FT MEASURED FROM GRADE. 11. FIBERCEMENT HARDY PANEL CLADDING (PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FT MEASURED FROM GRADE. 12. METAL PANELS POWDER COATED (TO MATCH SAMPLE APPROVED BY ARCHITECT) 13. PERFORATED METAL SCREEN (TO MATCH SAMPLE APPROVED BY ARCHITECT) 14. CONCRETE PAVERS 15. PERMEABLE CONCRETE PAVERS 16. XERISCAPE AREA 17. R-19 MIN. INSULATION IN FLOORS, TYPICAL 18. R-30 INSULATION IN ROOF, TYPICAL 19. R-20 INSULATION IN EXTERIOR WALLS 20. COOL ROOF - SIKA SARNAFIL S327 ENERGY SMART ROOF MEMBRANE, LARR 24852, COLOR: ENERGY SMART TAN, 3 YEAR SRI OF78, 3 YEAR SOLAR REFLECTANCE OF 0.65 & THERMAL EMITTANCE OF 0.86 (SEE 1/A8.2) 21. ROOF/OVERFLOW DRAIN (SEE 2/A8.0) 22. SOLAR ZONE AREA

SCALE

1/4"=1'-0"

ROOF PLAN

A2.3

9'-0"

3'-3"

200B

206A

206B

206C

13

201B

10'-9"

1'-3"

11

11

104B

103A

104A

100A

2

202

203A 13

2'-6"

EGRESS

2'-6"

EGRESS

10

Igor & Hana Meglic

12112 W. Marine St. Los Angeles, CA 90066 The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use.

Reproduction, publication or reuse by any method, in whole or in part, is prohibited. Title to the plans and specifications remains with Studio MD without prejudice. Visual contact with these plans & specifications shall constitute prima acie evidence of these restrictions.

201A

info@studio-md.net www.studio-md.net 3816 willat avenue culver city, CA 90232

10

t.310.591.8238 f.310.388.5857

200A

23.INVERTERS & METERING EQUIPMENT THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION AND SHALL BE PERMANENTLY MARKED AS "FOR FUTURE SOLAR ELECTRIC".

24.1" LISTED RACEWAY TO ACCOMMODATE A DEDICATED 208/204 VOLT BRANCH CIRCUIT RACEWAY TO ORIGINATE AT MAIN SERVICE PANEL AND TERMINATE INTO A LISTED CABINET. 25.PATHWAY CONNECTION FROM SOLAR ZONE TO INVERTER AND MAIN SERVICE PANEL 26.AUTOMATIC WEATHER-BASED IRRIGATION SYSTEM CONTROLLER 27. CONCEALED CAST IRON DOWN PIPE WITH DISCHARGE DIRECTED TO LID PLANTERS.

studio

1. 1 HR. RATED WALL ASSEMBLY 2. NEW FLOOR TO CEILING WINDOWS AND SLIDERS. (COORDINATE CONSTRUCTION DETAILS WITH MANUFACTURER).

3. BUILT-IN CABINETRY 4. PRE-FABRICATED FIREPLACE WITH DIRECT-VENT, SEALED COMBUSTION TYPE; FABRICATOR: HEAT AND GLO, MODEL: COSMO SLR / UL LISTED (SEE 2/A8.2) 5. NOT IN USE 6. 42" TEMPERED GLASS RAIL SYSTEM, LARR# 25084 (SEE A8.0 DETS. 11 &12) 7. 42" PAINTED STEEL GUARDRAIL WITH SS. CABLE @ 4".

8. 5FT TALL SELF-LATCHING ENCLOSURE 9. PLANTER PER LOW IMPACT DEVELOPMENT STANDARDS 10. SMOOTH TROWEL PRE-COLORED STUCCO (PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FT MEASURED FROM GRADE. 11. FIBERCEMENT HARDY PANEL CLADDING (PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FT MEASURED FROM GRADE. 12. METAL PANELS POWDER COATED (TO MATCH SAMPLE APPROVED BY ARCHITECT) 13. PERFORATED METAL SCREEN (TO MATCH SAMPLE APPROVED BY ARCHITECT) 14. CONCRETE PAVERS 15. PERMEABLE CONCRETE PAVERS 16. XERISCAPE AREA 17. R-19 MIN. INSULATION IN FLOORS, TYPICAL 18. R-30 INSULATION IN ROOF, TYPICAL 19. R-20 INSULATION IN EXTERIOR WALLS 20. COOL ROOF - SIKA SARNAFIL S327 ENERGY SMART ROOF MEMBRANE, LARR 24852, COLOR: ENERGY SMART TAN, 3 YEAR SRI OF78, 3 YEAR SOLAR REFLECTANCE OF 0.65 & THERMAL EMITTANCE OF 0.86 (SEE 1/A8.2) 21. ROOF/OVERFLOW DRAIN (SEE 2/A8.0) 22. SOLAR ZONE AREA

Meglic Residence

NORTH EAST ELEVATION

SCALE: 1/4"= 1'-0"

KEYNOTES

E. WALL TO REMAIN

101

N. WALL LINE ABOVE

10 10

ROOM NAME

ROOM NAME

101 TILE 1140 S.F.

ROOM NUMBER FLOOR MATERIAL ROOM AREA

W201A 201

WINDOW NUMBER DOOR NUMBER

MAIN ELECTRICAL PANEL

1 SCALE: 1/4"= 1'-0"

NORTH WEST ELEVATION

LEGENDS

3 A5.1

DRAWING SHEET

+34'-6" ROOF

ELEVATION HEIGHT

+12'-0"

SUBMITTALS

ELEVATION LOCATION ELEVATION HEIGHT ( CEILING HEIGHT )

L1

FINISH MATERIAL

1

KEYNOTES

1

2016.10.12 / LADBS SUBMITTAL

.

ENERGY STAR ROOM FAN 60 CFM; DUCTED TO THE OUTSIDE AND CONTROLLED BY HUMISTAT CEILING MOUNTED COMBINATION SMOKE/CO DETECTOR WUI LIST NO. 7275-0028:0264

.

CD

12

100A

SCALE

1/4"=1'-0"

ELEVATIONS

A3.0

203B

204A

205A

10 13 10

27

10

102

10

100B

103B

104C

2

201C

27

11

11

13

Igor & Hana Meglic

12112 W. Marine St. Los Angeles, CA 90066 The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use.

Reproduction, publication or reuse by any method, in whole or in part, is prohibited. Title to the plans and specifications remains with Studio MD without prejudice. Visual contact with these plans & specifications shall constitute prima acie evidence of these restrictions.

206C

info@studio-md.net www.studio-md.net 3816 willat avenue culver city, CA 90232

205B

t.310.591.8238 f.310.388.5857

200C

23.INVERTERS & METERING EQUIPMENT THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION AND SHALL BE PERMANENTLY MARKED AS "FOR FUTURE SOLAR ELECTRIC".

24.1" LISTED RACEWAY TO ACCOMMODATE A DEDICATED 208/204 VOLT BRANCH CIRCUIT RACEWAY TO ORIGINATE AT MAIN SERVICE PANEL AND TERMINATE INTO A LISTED CABINET. 25.PATHWAY CONNECTION FROM SOLAR ZONE TO INVERTER AND MAIN SERVICE PANEL 26.AUTOMATIC WEATHER-BASED IRRIGATION SYSTEM CONTROLLER 27. CONCEALED CAST IRON DOWN PIPE WITH DISCHARGE DIRECTED TO LID PLANTERS.

studio

1. 1 HR. RATED WALL ASSEMBLY 2. NEW FLOOR TO CEILING WINDOWS AND SLIDERS. (COORDINATE CONSTRUCTION DETAILS WITH MANUFACTURER).

3. BUILT-IN CABINETRY 4. PRE-FABRICATED FIREPLACE WITH DIRECT-VENT, SEALED COMBUSTION TYPE; FABRICATOR: HEAT AND GLO, MODEL: COSMO SLR / UL LISTED (SEE 2/A8.2) 5. NOT IN USE 6. 42" TEMPERED GLASS RAIL SYSTEM, LARR# 25084 (SEE A8.0 DETS. 11 &12) 7. 42" PAINTED STEEL GUARDRAIL WITH SS. CABLE @ 4".

8. 5FT TALL SELF-LATCHING ENCLOSURE 9. PLANTER PER LOW IMPACT DEVELOPMENT STANDARDS 10. SMOOTH TROWEL PRE-COLORED STUCCO (PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FT MEASURED FROM GRADE. 11. FIBERCEMENT HARDY PANEL CLADDING (PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FT MEASURED FROM GRADE. 12. METAL PANELS POWDER COATED (TO MATCH SAMPLE APPROVED BY ARCHITECT) 13. PERFORATED METAL SCREEN (TO MATCH SAMPLE APPROVED BY ARCHITECT) 14. CONCRETE PAVERS 15. PERMEABLE CONCRETE PAVERS 16. XERISCAPE AREA 17. R-19 MIN. INSULATION IN FLOORS, TYPICAL 18. R-30 INSULATION IN ROOF, TYPICAL 19. R-20 INSULATION IN EXTERIOR WALLS 20. COOL ROOF - SIKA SARNAFIL S327 ENERGY SMART ROOF MEMBRANE, LARR 24852, COLOR: ENERGY SMART TAN, 3 YEAR SRI OF78, 3 YEAR SOLAR REFLECTANCE OF 0.65 & THERMAL EMITTANCE OF 0.86 (SEE 1/A8.2) 21. ROOF/OVERFLOW DRAIN (SEE 2/A8.0) 22. SOLAR ZONE AREA

Meglic Residence

NORTH ELEVATION

SCALE: 1/4"= 1'-0"

KEYNOTES 104B 10 12 7

N. WALL 14

LINE ABOVE

007

ROOM NAME

ROOM NAME

101 TILE 1140 S.F.

ROOM NUMBER FLOOR MATERIAL ROOM AREA

LIGHTWELL BEYOND W201A 201

WINDOW NUMBER DOOR NUMBER

MAIN ELECTRICAL PANEL

1 SCALE: 1/4"= 1'-0"

EAST ELEVATION

LEGENDS

3 A5.1

DRAWING SHEET

+34'-6" ROOF

ELEVATION HEIGHT

+12'-0"

SUBMITTALS

ELEVATION LOCATION ELEVATION HEIGHT ( CEILING HEIGHT )

L1

FINISH MATERIAL

1

KEYNOTES

1

2016.10.12 / LADBS SUBMITTAL

.

ENERGY STAR ROOM FAN 60 CFM; DUCTED TO THE OUTSIDE AND CONTROLLED BY HUMISTAT CEILING MOUNTED COMBINATION SMOKE/CO DETECTOR WUI LIST NO. 7275-0028:0264

.

CD

E. WALL TO REMAIN

SCALE

1/4"=1'-0"

ELEVATIONS

A3.1

3'-3"

200B

206C

206B

206A

10'-9"

1'-3"

24'-5"

9'-0"

11

11

104A

103A

100A

1'-6"

104B

12

9'-0"

10

002A

6'-421"

001

2

The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use.

Reproduction, publication or reuse by any method, in whole or in part, is prohibited. Title to the plans and specifications remains with Studio MD without prejudice. Visual contact with these plans & specifications shall constitute prima acie evidence of these restrictions.

12112 W. Marine St. Los Angeles, CA 90066 info@studio-md.net www.studio-md.net 3816 willat avenue culver city, CA 90232

Igor & Hana Meglic t.310.591.8238 f.310.388.5857

KEYNOTES

N. WALL

11'-6"

1'-9"

LINE ABOVE

ROOM NAME

ROOM NAME

101 TILE 1140 S.F.

ROOM NUMBER FLOOR MATERIAL ROOM AREA

W201A 201

WINDOW NUMBER DOOR NUMBER

MAIN ELECTRICAL PANEL

1 SECTION

LEGENDS

3 A5.1

DRAWING SHEET

+34'-6" ROOF

ELEVATION HEIGHT

+12'-0"

SUBMITTALS

ELEVATION LOCATION ELEVATION HEIGHT ( CEILING HEIGHT )

L1

FINISH MATERIAL

1

KEYNOTES

1

2016.10.12 / LADBS SUBMITTAL

.

ENERGY STAR ROOM FAN 60 CFM; DUCTED TO THE OUTSIDE AND CONTROLLED BY HUMISTAT CEILING MOUNTED COMBINATION SMOKE/CO DETECTOR WUI LIST NO. 7275-0028:0264

.

CD

E. WALL TO REMAIN

SCALE: 1/4"= 1'-0"

23.INVERTERS & METERING EQUIPMENT THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION AND SHALL BE PERMANENTLY MARKED AS "FOR FUTURE SOLAR ELECTRIC".

24.1" LISTED RACEWAY TO ACCOMMODATE A DEDICATED 208/204 VOLT BRANCH CIRCUIT RACEWAY TO ORIGINATE AT MAIN SERVICE PANEL AND TERMINATE INTO A LISTED CABINET. 25.PATHWAY CONNECTION FROM SOLAR ZONE TO INVERTER AND MAIN SERVICE PANEL 26.AUTOMATIC WEATHER-BASED IRRIGATION SYSTEM CONTROLLER 27. CONCEALED CAST IRON DOWN PIPE WITH DISCHARGE DIRECTED TO LID PLANTERS.

studio

PROPERTY LINE

10'-9"

10'-0"

PROPERTY LINE

1. 1 HR. RATED WALL ASSEMBLY 2. NEW FLOOR TO CEILING WINDOWS AND SLIDERS. (COORDINATE CONSTRUCTION DETAILS WITH MANUFACTURER).

3. BUILT-IN CABINETRY 4. PRE-FABRICATED FIREPLACE WITH DIRECT-VENT, SEALED COMBUSTION TYPE; FABRICATOR: HEAT AND GLO, MODEL: COSMO SLR / UL LISTED (SEE 2/A8.2) 5. NOT IN USE 6. 42" TEMPERED GLASS RAIL SYSTEM, LARR# 25084 (SEE A8.0 DETS. 11 &12) 7. 42" PAINTED STEEL GUARDRAIL WITH SS. CABLE @ 4".

8. 5FT TALL SELF-LATCHING ENCLOSURE 9. PLANTER PER LOW IMPACT DEVELOPMENT STANDARDS 10. SMOOTH TROWEL PRE-COLORED STUCCO (PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FT MEASURED FROM GRADE. 11. FIBERCEMENT HARDY PANEL CLADDING (PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FT MEASURED FROM GRADE. 12. METAL PANELS POWDER COATED (TO MATCH SAMPLE APPROVED BY ARCHITECT) 13. PERFORATED METAL SCREEN (TO MATCH SAMPLE APPROVED BY ARCHITECT) 14. CONCRETE PAVERS 15. PERMEABLE CONCRETE PAVERS 16. XERISCAPE AREA 17. R-19 MIN. INSULATION IN FLOORS, TYPICAL 18. R-30 INSULATION IN ROOF, TYPICAL 19. R-20 INSULATION IN EXTERIOR WALLS 20. COOL ROOF - SIKA SARNAFIL S327 ENERGY SMART ROOF MEMBRANE, LARR 24852, COLOR: ENERGY SMART TAN, 3 YEAR SRI OF78, 3 YEAR SOLAR REFLECTANCE OF 0.65 & THERMAL EMITTANCE OF 0.86 (SEE 1/A8.2) 21. ROOF/OVERFLOW DRAIN (SEE 2/A8.0) 22. SOLAR ZONE AREA

Meglic Residence

SECTION

SCALE: 1/4"= 1'-0"

SCALE

1/4"=1'-0"

ELEVATIONS

A4.0

WINDOW TYPES F

F

F

F

F

F

F

F

F

F

width

width

width

B. POCKET

A. PIVOT / ENTR DOOR

width

1/3 X

width

F

width

PIVOT

F

F

width

width

D. CASEMENT & FIXED & CLERESTORY

C. CASEMENT

B. SLIDING & CLERESTORY (XX-XX)

PIVOT

height F

1/4 X

width

A. SLIDING & FIXED & CLERESTORY (00X)

D. SWING/ PANEL

C. SWING

height SEE NOTE 1.

height

height

height

height

height

height

height

DOOR TYPES

E. PIVOT

width

height

SEE NOTE 1. height

height

height SEE NOTE 1.

width

F

F

width H. CASEMENT & FIXED

G. CASEMENT & FIXED

F. SLIDER & FIXED (0X)

E1. POCKET

E. ROLL UP / SECTIONAL DOOR

width

width

width

SEE NOTE 1.

width

SEE NOTE 1.

F width

F

F SEE NOTE 1.

height

height

height

height

1/2 X

I. CASEMENT

J. SLIDER & FIXED (X0X)

K. SLIDER & FIXED (X0X)

G. BARN DOOR (INSULATED)

F width M. FIXED (0)

N. SKYLIGHT/ CLERESTORY(0)

F

F

width O. FIXED (00)

width

F

width P. FIXED & AWENING (00)

F width

Q. SLIDER & FIXED (0X)

1/4 X

R. SLIDING & FIXED (0X-X0)

WINDOW SCHEDULE

2. FOR DOOR TYPES WHERE GLAZING IS SHOWN: ALL GLAZING TO BE FACTORY INSTALLED; DO NOT INSTALL GLAZING IN THE FIELD.

The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use.

Reproduction, publication or reuse by any method, in whole or in part, is prohibited. Title to the plans and specifications remains with Studio MD without prejudice. Visual contact with these plans & specifications shall constitute prima acie evidence of these restrictions.

1. ALL INTERIOR DOORS WITH FIRE-RATINGS GREATER THAN 20 MINUTE SHALL HAVE A NONCOMBUSTIBLE SILL WITH AN UNDERCUT OF 3/8" MAXIMUN ABOVE THE SILL. ALL 20 MINUTE AND NON RATED INTERIOR DOOR SHALL HAVE AN UNDERCUT OF 3/4" MAXIMUN ABOVE FINISH FLOOR, U.N.O.

info@studio-md.net www.studio-md.net 3816 willat avenue culver city, CA 90232

studio

DOORS GENERAL NOTES

12112 W. Marine St. Los Angeles, CA 90066

WINDOW SCHEDULE ABBREVIATIONS: A RE - TYPE A WINDOW REVERSED ALUM - ALUMINUM PTD ALUM - PAINTED ALUMINUM MTL - METAL WD - WOOD ANO - ANODIZED PNT - PAINT

Meglic Residence

ALUM-ALUMINUM CLR-CLEAR GLASS FST-FROSTED GLASS GAL-GAlVANIZED HC - HOLLOW CORE WOOD SC - SOLID CORE WOOD LQ-LAQUER MSN- MASONITE

MTL - METAL NF-NO FRAME PNT - PAINT S.S.-STAINLESS STEEL TG - 1/2" GLASS WD-SOLID WOOD WS-WOOD SCREEN WG-WOOD STILES & RAILS W/GLASS PANELS

Igor & Hana Meglic

ABBREVIATIONS:

JAMB DETAIL

HEADER DETAIL

DOOR SCHEDULE

F

height

height

silicon joint

height

silicon joint

height height

F

width

width L. FIXED (0)

F

t.310.591.8238 f.310.388.5857

F. SELF CLOSING GATE

width

F SEE NOTE 1.

width

SEE NOTE 1.

width

height

height

height

height

exposed track

3. WHERE FRAMES OF SPECIAL CONSTRUCTION ARE SCHEDULED, FINISH AS INDICATED BY THE APPLICABLE DETAILS OR, IF NOT NOTED BY DETAIL, AS INDICATED BY THE SPECIFICATIONS. 4. EXTERIOR SWINGING DOORS: A. EQUIP DOORS WITH DEADBOLTS. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. B. LOCKS SHALL BE KEY OPERATED FROM THE OUTSIDE AND OPERATED FROM THE INSIDE BY A DEVICE NOT PROHIBITED BY CHAPTER 5. STRAIGHT DEADBOLTS SHALL HAVE A MINIMUM THROW OF 1" WITH 5/8" MINIMUN EMBEDMENT. D. HOOK OR EXPANDING LUG DEADBOLTS SHALL HAVE A MINIMUM THROW OF 3/4" 6. AN ACCESSIBLE MORTISE OR RIM TYPE CYLINDER LOCK SHALL BE PROTECTED BY A CYLINDER GUARD IF THE CYLINDER PROJECTS BEYOND THE FACE OF THE DOOR. 7. DOORS WITH ACCESSIBLE PIN TYPE SHALL HAVE NON-REMOVABLE PINS. 8. PROVIDE GLAZING IN THE FOLLOWING LOCATIONS: A. GLAZING IN OPERABLE OR INOPERABLE ADJACENT TO A DOOR WITHIN THE SAME WALL PLANE AS THE DOOR WHOSE NEAREST VERTICAL EDGE IS WITHIN 12" OF THE DOOR IN ITS CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60" ABOVE THE FLOOR OR WORKING SURFACE SHALL BE . B. INGRESS AND EGRESS DOORS EXCEPT JEALOUSIES C. DOORS AND ENCLOSURES FOR HOT TUBS, WHIRPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS. 9. GLAZING IN FIXED AND SLIDING PANELS WHICH HAVE A GLAZED AREA IN EXCESS OF A 9 SQUARE FEET AND THE LOWEST EDGE IS LESS THAN 18" ABOVE THE FINISH FLOOR OR WALKING SURFACE WITHIN 36" OF SUCH GLAZING SHALL BE TEMPERED OR LAMINATED , EXCEPT WARDROBE DOORS. 10. VERIFY ALL FLOOR TO CEILING DOOR AND WINDOW DIMENSIONS PRIOR TO FABRICATION. 11. ALLOW FOR SHIMING AT ROUGH OPENING FOR PROPER DOOR AND WINDOW LEVELING 12. DOOR THICKNESS AND FRAME BY MANUFACTURER 13. COORDINATE SECURITY REQUIREMENTS WITH OWNER 14. ALL DOOR SWING AND SLIDING DIRECTIONS ARE PER PLAN.

SUBMITTALS

1

2016.10.12 / LADBS SUBMITTAL

WINDOWS GENERAL NOTES

3. FOR INSULATED GLASS SPECIFY: IG VISION EXTERIOR LITE: 1/4" PPG SOLEXIA INTERIOR LITE: 1/4" PPG SOLARBAN 60 ON CLEAR LOW-E#3 CAVITY: 1/2" AIR (STANDARD) SUMMER U-VALUE: 0.51 SOLAR HEAT GAIN COEFFICIENT: 0.31 (VALUES BASED ON ENVIRONMENTAL CONDITIONS SET AT NFRC 100-2001) 4.FOR INSTALLATION FOLLOW MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS.

THE FS DECK MOUNT SKYLIGHT IS INDEPENDENTLY TESTED IN ACCORDANCE WITH LISTED STANDARDS FOR COMPLIANCE WITH THE UNIT SKYLIGHT PROVISIONS OF THE 2003, 2006 AND 2009 IBC, IECC, AND IRC AS FOLLOWS:

6. PROVIDE FACTORY INSTALLED FALL PREVENTION DEVICE PER ASTM F2090: REQUIREMENTS FOR WINDOW OPENING DEVICE "WOCD": - WOCD MUST AUTOMATICALLY LIMIT THE DISTANCE THE SASH OPENS SO A 4" RIGID SPHERE CANNOT PASS THRU. -THE LIMITER MUST HAVE THE ABILITY TO BE DISENGAGED SO THE SASH CAN BE FULLY OPENED FOR EGRESS. BUT TO PREVENT INADVERTENT OVERRIDE, IT REQUIRES ONE DUAL-ACTION MOTION OR TWO INDEPENDENT MOTIONS TO 5. VELUX SKYLIGHT MODEL FCM-EDM (CURB MOUNTED) WITH INSULATED GLASS. DISENGAGE. U-VALUE: 0.45 -THE WOCD MUST AUTOMATICALLY RESET ITSELF UPON CLOSURE -THE WOCD SHGC:0.26 MUST NOT REQUIRE A TOOL, KEY OR SPECIAL KNOWLEDGE TO OPERATE AND CERTIFIED NO WATER PENETRATION PER ASTM E 331 CANNOT REQUIRE MORE THAN 15 LB OF FORCE. CERITIFED NO AIR LEAKAGE PER ASTM E 283

. .

CD

1. SEE 'SILL/ THRESHOLD REL. TO LEVEL' FOR SILL HEIGHT 2. VERIFY ALL WINDOW DIMENSIONS ON SITE PRIOR TO WINDOW FABRICATION

SCALE

1/4"=1'-0"

WINDOW AND DOOR SCHEDULE

A6.0

CD

7 SCALE: 3"= 1'-0" WINDOW INSTALLATION TYPICAL SCALE: 3"= 1'-0"

SCALE: 3"= 1'-0"

SCALE: 3"= 1'-0"

STORE FRONT / HEADER

5 2

SLIDING WINDOW / HEADER

4 SLIDING WINDOW / SILL

STORE FRONT / SILL

SCALE: 3"= 1'-0" MULTISLIDER / HEADER

1

1 SCALE: 3"= 1'-0" MULTISLIDER / THRESHOLD

info@studio-md.net www.studio-md.net 3816 willat avenue culver city, CA 90232

12112 W. Marine St. Los Angeles, CA 90066

Igor & Hana Meglic

SCALE: 3"= 1'-0"

t.310.591.8238 f.310.388.5857

3

The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use.

Reproduction, publication or reuse by any method, in whole or in part, is prohibited. Title to the plans and specifications remains with Studio MD without prejudice. Visual contact with these plans & specifications shall constitute prima acie evidence of these restrictions.

Meglic Residence

6

studio

WOOD FRAME CONDITION

CONCRETE SLAB CONDITION

SUBMITTALS

2016.10.12 / LADBS SUBMITTAL

.

.

SCALE

AS SHOWN

WINDOW DETAILS

A6.1

MECHANICAL PIPING AND ELECTRICAL CONDUIT FOR AIR CONDITIONING EQUIPMENT

112" X 112" BRUSHED STAINLESS STEEL GUARDRAIL CAP, CONTINOUS 1

FLOOR DRAIN SEE PLUMBING

CERAMIC TILE

2"

CLEAR TEMPERED GLASS SET IN ALUMINUM SHOE PER MFR INSTRUCTIONS.

1 1/2" MIN. REINFORCED MORTAR BED

NOTE: TURN UP ROOFING AT EXISTING BUILDING AND OVERLAY WITH ROOF FLASHING LAP NEW FLASHING W/ EXG ROOFING

CRUSHED TILE OR STONE TO CLEAR WEEP HOLES

WATERPROOF MEMBRANE 3'-6"

8" MIN. 2"

2"

3'-6"

3'-6"

PROVIDE MINIMUM 3 SUPPORT PANELS WITH SAFETY FACTOR OF 4 GUARDRAILS TO BE 42" MINIMUM HEIGHT.

PROVIDE EXTENDED ANCHORAGE TUBE

CLAMPING RING

LEVEL

3'-6"

8"

STEEL REINF. LEAD BOOT

SLOPE TO DRAIN

2"

SLOPE SUBSTRATE

THROAT DIMENSION SEE MECH. DRAWING

WEATHER RESISTIVE BARRIER OVER PLYWOOD SUBFLOOR

2x FRAMING

EXHAUST FAN OR VENTILATOR SCREW ATTACH THROUGH NEOPRENE WASHERS TO WOOD CURB 24 GA. G.I. FLASHING AT PERIMETER 3 PLY BASE FLASHING RUN OVER TOP OF CURB 2x PRESSURE TREATED WOOD CURB 4 PLY ROOF LAYERS

4 PLY ROOF LAYERS 3 PLY BASE FLASHING 2x4 WOLMANIZED WOOD NAILER ROOFING NAILS AT 4" 0.C.

PLYWOOD SHEATHING 4" FIBER CANT 5/8" GYPSUM WALLBOARD (WATER RESISTANT)

OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL PATTERN SUCH THAT A 4" SPHERE CANNOT PASS THROUGH.

NOTE: GRAVEL SURFACING NOT SHOWN FOR CLARITY

GUARDRAIL CONNECTIONS TO WITHSTAND A 200 POUND CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY TOP ALONG THE TOP, AND HAVE ATTACHMENT DEVICES AND SUPPORTING STRUCTURE TO TRANSFER THIS LOAD TO APPROPRIATE ELEMENTS OF THE BUILDING ( CBC 1607.7.1.1)

GLASS GUARDRAIL SCALE:

STONEMAN MULTIFLASH ASSEMBLY WITH 8" SHEET LEAD SKIRT

12 FLOOR DRAIN

1/2"=1'-0"

SCALE:

3 PARAPET SCUPPER AT

9 EXHAUST/ VENT. FAN @ (N) & (E) ROOF 6 PIPE PENETRATION

3"=1'-0"

SCALE:

1 1/2"=1'-0"

SCALE:

3"=1'-0"

DRAIN DOME

1

1

1 2" X 1 2" BRUSHED STAINLESS STEEL GUARDRAIL CAP, CONTINOUS

FLASHING RING W/ INTEGRAL GRAVEL GUARD

LEAD FLASHING

EXTENSION SLEEVE

4 PLY BUILT-UP ROOFING

8" MIN.

4"

4"

4"

1

42"

3"

2"

2" CLEAR TEMPERED GLASS SET IN ALUMINUM SHOE PER MFR INSTRUCTIONS.

FLOOR FIN.

BLOCKING

CANT STRIP DRYWALL WALL FINISH

2'-0"

2x BLOCKING

UNDER ROOF CLAMP

FLOOR FRAMING

4x EDGE BEAM

PROVIDE SOLID FLAT BLOCKING UNDER CLAMP

SUMP RECEIVER DRAIN PIPE BLOCKING AS NEEDED PLYWOOD (OR LT. WT. CONCRETE + PWD)

12112 W. Marine St. Los Angeles, CA 90066

3/4"

Meglic Residence

GR1

Igor & Hana Meglic

5'-0"

GUARDRAIL @ INTERIOR SCALE:

11 ROOF DRAIN AND OVERFLOW DRAIN

1"=1'-0"

SCALE:

3"=1'-0"

PARAPET SCUPPER AT PLASTER WALL 3% SLOPE

4"

STAGGER NAIL @ 4" O.C.

WOOD STUDS @16" 0.C. AS PER STRUCTURAL

PLYWD. SHEATHING AS PER STRUCTURAL 7/8" CEM. PLASTER ON METAL LATH OVER BUILDING PAPER

5/8" TYPE X GYP. BD. FIN. SEE SCHEDULE

3 PLY WALL FLASHING - RUN OVER TOP OF PARAPET AND EXTEND ONE LAYER OVER EXTERIOR PLASTER

24 GA. G.I. REGLET AND COUNTERFLASHING INSERT UNDER WATERPROOF PAPER

1 2"

24 GA. FLASHING UNDER PLASTER

SHAPED TOP PLATE

7/8" EXTERIOR PLASTER OVER METAL LATH OVER 2 LAYERS WATERPROOF PAPER

EXISTING PLASTER STOP

2

R-11 BATT INSULATION

PLYWOOD SHEATHING - SEE STRUCTURAL

24 GA. G.I. GRAVEL STOP

NAIL AT 12" O.C.

PLAN VIEW (N.T.S.)

GALVANIZED METAL WEEP SCREED

PLYWOOD SHEATHING

3 PLY BASE FLASHING 4" FIBER CANT 4 PLY ROOF LAYERS

2x AT 16" O.C. PARAPET FRAMING

4" MIN. 2"

7/8" EXTERIOR PLASTER OVER METAL LATH OVER 2 LAYERS OF WATERPROOF PAPER

6" MIN.

2X BLOCKING, TYP.

4" MIN.

4" MIN.

EXISTING EXTERIOR CEMENT PLASTER WITH PAPER BACKED METAL LATH

2"

1/2" PLYWOOD CANT VARY WITH HEIGHT OF PARAPET CURB - HEIGHT VARIES

11" MINIMUM

1/2" PLYWOOD SHEATHING

4" MIN.

1 2" CONTINUOUS 24 GA. G.I. CLEAT

1/2" EXTERIOR PLYWOOD NAILERCONTINUOUS

VARIES - SEE ELEV.

1" 32

3 PLY BASE FLASHING 4 PLY ROOF LAYERS

24 GA. G.I. REGLET AND COUNTERFLASHING INSERT UNDER WATERPROOF PAPER

ELASTOMERIC MEMBRANE LAP BELOW WPFG. SUBMITTALS

1

EXISTING SHEATHING

1/2" EXTERIOR PLYWOOD NAILER- CONTINUOUS

BITUTHENE WATERPROOF MEMBRANE LARR# 24386 TRIM @ GRADE

3 PLY BASE FLASHING 4 PLY ROOF LAYERS

. .

SCALE:

3"=1'-0"

10 FLASHING @ WALL SCALE:

3"=1'-0"

CD

FOOTING AS PER STRUCTURAL PLANS 4" CONCRETE SLAB ON GRADE U.N.O OVER 10 MIL MIN. MOISTURE BARRIER ( @ INTERIOR SLAB ONLY) OVER 4" THICK OF 21" OR LARGER CLEAN AGGREGATE.

5/8" EXTERIOR PLYWOOD BLOCKING AT ALL EDGES 5/8" EXTERIOR PLYWOOD WITH BLOCKING AT ALL EDGES

LOW PARAPET

7 PARAPET @ PLASTER WALL SCALE:

3"=1'-0"

2016.10.12 / LADBS SUBMITTAL

FIN GRADE (SLOPE 2% AWAY FROM BLD'G)

4" FIBER CANT NOTE: GRAVEL NOT SHOWN FOR CLARITY

The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use.

Reproduction, publication or reuse by any method, in whole or in part, is prohibited. Title to the plans and specifications remains with Studio MD without prejudice. Visual contact with these plans & specifications shall constitute prima acie evidence of these restrictions.

ROOF DRAIN OVERFLOW DRAIN

info@studio-md.net www.studio-md.net 3816 willat avenue culver city, CA 90232

GR1

studio

ALUMINUM SHOE MOULDING, MFR BY JULIUS BLUM + CO. INSTALL PER MFR INSTRUCTIONS, IN ACCORDANCE WITH WJE REPORT #820960. (REPORT AVAILABLE FROM ARCHITECT) (WWW.JULIUSBLUM.COM)

t.310.591.8238 f.310.388.5857

2'-6"

4 EXTERIOR WALL TYPICAL SCALE:

3"=1'-0"

SCALE

AS SHOWN

CONSTRUCTION DETAILS

1

A8.0

DOWN SPOUT COBBLE OR SPLASHBOCK 4"-8" TYP.

PERMEABLE PAVERS (3.14 MIN THICKNESS) ADJACENT PAVEMENT

CONCRETE MOW STRIP (PER PROJECT PLANS)

6" TYP.

6" MIN. TO INLET

REINFORCED CMU BLOCK OR PRE-CAST CONCRETE WITH WATERPROOF MEMBRANE

SEALANT AND BACKER ROD 1/2"

3" MIN. FREEBOARD ABOVE OUTLET

NON-WOVEN GEOTEXTILE MEMBRANE

RANDOM FLAGSTONE PAVING DRY LAID SEE SITE PLAN 2" LEVELING SAND (CONFINED)

3" CHOKER / 14" - 12" WASHED P-GRAVEL

OVERFLOW DRAIN: 6" DIA. PVC PIPE WITH ATRIUM GATE INLET AT 4" ABOVE FINISH GRADE

GALVANIZED ANGLE 2 1/2"x1 1/2" WITH LONG LEG VERTICAL 1" 12

1" 12

1'-4"

0% - 3% 1/2"x4" STUDS WELDED TO ANGLE AT 24" O.C.

2" TYP. BEDDING No. 57 OPEN-GRADED

3" TYP.

6" MIN.

2% TYP.

.005 MIN

COMPACTED BASE PER PROJECT PLAN.

SEE PLAN

SLOPE BOTTOM OF TRENCH TO DRAIN

VARIES

4" TYP.

RESERVOIR COURSE 3" WASHED GRAVEL LAYER 4

LONGITUDINAL 4" DIA. PERFORATEDCOLLECTION PIPE WRAPED IN NON-WOVEN GEOTEXTILE MEMBRANE PER PROJECT PLANS DIRECT OVERFLOW DISCHARGE PER BUREAU OF ENGINEERING AND BUILDING & SAFETY REQUIREMENTS

18" MIN.

TOP SOIL / PLANTING MIX 2'-6" MIN.

SPACING PER MANUFACTURE'S SPECIFICATION (MIN 20% OPEN SURFACE AREA)

18" WIDE CAST IRON TRAFFIC GRATE #A2402 BY ALHAMBRA FOUNDRY

2'-0" MIN.

9" MIN.

SEALANT AND BACKER ROD

3" MULCH LAYER

1" RADIUS TYPICAL

UNDISTURBED BASE

GEOTEXTILE ON BOTTON AND SIDES TO TOP OF PAVERS.

SECTION NOT TO SCALE

NOTES: 1. AT LEAST 9 INCHES SHALL BE PROVIDED BETWEEN THE PLANTING SURFACE AND THE CREST OF EACH PLANTER

4" GRAVEL (CONFINED)

2. PLANTERS SHALL NOT BE LOCATED ON UNEVEN OR SLOPED SURFACES. 3. TOP SOIL/PLANTING MIX IS AT LEAST 18" DEEP.

COMPACTED FILL

4. TOP SOIL CONTAINS NO MORE THAN 30% COMPOST. 5. MINIMUM GRAVEL LAYER SHALL BE 6" DEEP. 6. DIRECT OVERFLOW DISCHARGE PER BUREAU OF ENGINEERING AND BUILDING AND SAFETY REQUIREMENTS. 7. SEE PLANTERS BOX FACT SHEET FOR MORE INFORMATION.

FLAGSTONE PAVING SCALE:

12 TRENCH DRAIN

1 1/2"=1'-0"

SCALE:

9 PERMEABLE PAVEMENT

1 1/2"=1'-0"

SCALE:

6 PLANTER BOX

NOT TO SCALE

SCALE:

3

NOT TO SCALE

SCORE AT CURB 1/4" RADIUS TOOLED JOINTS

CONCRETE SLAB WITH 6"x6"/#10x#10 E.W.W.F 7 5/8"x7 5/8"x1/2" QUARRY TILE ON MORTAR SETTING BED

FLAGSTONE PAVERS REFER TO SITE PLAN & SPECS

LINE OF CURB

6"

EXPANSION JOINT - SEE 02780006 2" VERIFY

4" CONCRETE SIDEWALK CL

6"X6"-#10/#10 E.W.WIRE MESH ALT:#3@18"O.C..E.W.

6"

6"

SLOPE

1 2"

1 7/8" RECESS

GROUT BED CONCRETE SLAB SEE STRUCTURAL

#4 CONT. TOP AND BOTTOM FINISH A.C. PAVING

4"

VARIES

16 3/8" VERIFY W/ TILE MFR.

BRICK PAVER

3/4" RAD. 6"MAX.

EXPANSION JOINT (E.J.) SEE PLAN FOR LOCATION - SEALANT W/ BACKER ROD

CONCRETE, A.C. PAVING OR PLANTING - SEE PLAN

1'-3"

#3 @ 24" O.C. VERT. OCCURS AT E.J. (SEE PLAN) SEE DETAILXX/AX.X SUB. BASE

12112 W. Marine St. Los Angeles, CA 90066

1" MORTAR SETTING BED

Igor & Hana Meglic

1/8"

Meglic Residence

3/4"

EXPANSION JOINTS @ 20' OC CARRY THRU CONC. BASE INTERRUPT WIRE MESH AT EXPANSION JOINTS

COMPACTED OR UNDISTURBED GRADE

SCALE:

11 FLAGSTONE PAVERS

1 1/2"=1'-0"

SCALE:

8 PAVING AT CURB

1 1/2"=1'-0"

SCALE:

5 TILE JOINT

3"=1'-0"

SCALE:

2

3"=1'-0"

SCORE AT CURB 1/4" RADIUS TOOLED JOINTS

1 2"

EQ.

3/4"

4" THICK CONCRETE WALK WITH 6"x6"/#10x#10 E.W.W.F.

4"

1/2" RADIUS - TYPICAL

1/2" R. TYP.

1/8"

4" THICK CONCRETE WALK WITH 6"x6"/#10x#10 EWWF

LINE OF CURB

4"

CONC. FACE

PRE-FORMED EXPANSION JOINT FILLER SEALANT WITH BACKER ROD #4 BAR CONTINUOUS TOP & BOTTOM

PLANTING AREA

EQ.

The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use.

Reproduction, publication or reuse by any method, in whole or in part, is prohibited. Title to the plans and specifications remains with Studio MD without prejudice. Visual contact with these plans & specifications shall constitute prima acie evidence of these restrictions.

SIDEWALK CURB AT ASPHALT

studio

COMPACTED FILL

info@studio-md.net www.studio-md.net 3816 willat avenue culver city, CA 90232

COARSE GRANULAR BASE

t.310.591.8238 f.310.388.5857

CONC SLAB

SMOOTH FINISH

1/4" TOOLED RADIUS EACH SIDE

MEDIUM BROOM FINISH

6"X6"/ #10X10" E.W.W.M. REINF. (U.N.O.)

A.C. PAVING ON BASE MATERIAL

SLOPE

#3 @ 24" O.C. VERT.

2016.10.12 / LADBS SUBMITTAL

#4 BAR - CONTINUOUS

3" CLEAR

#4 CONT. TOP AND BOTTOM

1'-3"

SUBMITTALS

1

3/4" RAD.

GRADE WITH LANDSCAPE COMPACTED SOIL

#5 SMOOTH DOWELS 16" LONG AT 24"O.C. GREASE 8" LENGTH ON ONE END.

#4 BAR CONTINUOUS TOP & BOTTOM

NOTE: PROVIDE EXPANSION JOINTS @ 20'-0" O.C.

8"

TYP. CONC. CURB AT SLOPED GRADE 10 CONC. CURB TO PLANTER 1 1/2"=1'-0"

SCALE:

1 1/2"=1'-0"

7 CURB AND GUTTER SCALE:

1 1/2"=1'-0"

. .

FIN. GRADE NOTE: REFER TO PLAN FOR EXPANSION JOINT LOCATION AND BROOM FINISH DIRECTION.

4 TYP. EXPANSION JOINT SCALE:

3"=1'-0"

CD

6"

CONCRETE CURB AND GUTTER

SCALE:

5 1/2"

6"X6"-#10/#10 E.W.WIRE MESH ALT:#3@18"O.C..E.W.

6"

1'-0"

CL

4"

4" CONCRETE SIDEWALK

1/2" PREMOLDED EXP. FILLER JOINT. PROVIDE SEALANT TO 1" DEEP. TOP OF SEALANT 3/8" BELOW TOP OF CONC.

SCALE

AS SHOWN

CONSTRUCTION DETAILS

1

A8.1

CD

1 SPECIFICATIONS / ENERGY SMART ROOF MEMBRANE 1

The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use.

Reproduction, publication or reuse by any method, in whole or in part, is prohibited. Title to the plans and specifications remains with Studio MD without prejudice. Visual contact with these plans & specifications shall constitute prima acie evidence of these restrictions.

info@studio-md.net www.studio-md.net 3816 willat avenue culver city, CA 90232

12112 W. Marine St. Los Angeles, CA 90066

Igor & Hana Meglic

Meglic Residence

SPECIFICATIONS / DIRECT VENT PRE-FABRICATED FIREPLACE

t.310.591.8238 f.310.388.5857

studio

2

SUBMITTALS

2016.10.12 / LADBS SUBMITTAL

.

.

SCALE

AS SHOWN

CONSTRUCTION DETAILS AND SPECIFICATIONS

A8.2