6902 ALDEA AVE CONSTRUCTION SET

GSPublisherEngine 0.0.100.100

SHEET TITLE

DESCRIPTION

PROJECT NO:MODEL FILE:DRAWN BY:CHK'D BY:COPYRIGHT

6902 ALDEA AVE ADDITION MLUA

MARK DATE

050815-01

SHEET 2 OF 13

A-1

CONSULTANTS

CONSULTANTS

Lua's Drafting & Desigs / Mario Lua

STARTED PROJECT5/08/15

/Use

rs/m

ario

lua/

Des

ktop

/Des

ktop

fol

ders

/690

2 A

LDE

A AV

E/6

902

ALD

EA

AVE

AD

DIT

ION

.pln

OWNERS:PETER & YOLANDA

IRELAND

6902 ALDEA AVEVAN NUYS, CA 91406

GENERAL NOTES AND SITEPLAN

ROOM ADDITION

Mario LuaLua's Drafting & Designs

Encino,Ca. 91436(818)-667-8428

Provide 12" clearance under floor and 18"clearance under floor joists.

Provide ultra-low flush water closets forall new construction. Existing shower headsand toilets must be adapted for low waterconsumption.

SMOKE DETECTORS:

water heater must be strapped to wall

An approved seismic gas shutoff valve willbe installed on the fuel gas line on thedown stream side of the utility meter andbe rigidly connected to the exterior of thebuilding or structure containing the fuelgas piping separate permit is required.

Provide an alarm for doors to the dwellingthat form a part of the pool enclosure.The alarm shall sound continuously for amin. of 30 seconds when the door isopened it shall automatically reset and beequipped with a manual means todeactivate (for 15 sec.. max.) for a singleopening. The deactivation switch shall be atleast 54" above the floor.

a) In the new construction smoke detectorsshall receive their primary power sourcefrom the building wiring and shall beequipped with battery back up and lowbattery signal.Smoke detectors shall be located in eachsleeping room, and on each story andbasement for dwellings with more than onestory.b) In existing construction smoke detectorsmay be battery operated, installed inlocations as specified above

SPECIAL HAZARDS:

RA-1

GENERAL NOTES

covering. least 3" under the building paper the wall water-proof building paper to extend at

E. Flash all exterior openings with approved felt. applied over one layer 30# ASPH. saturated

D. All exterior finish material shall be

roof surfaces. outlookers projecting from exterior wall or

C. G.I. flash and caulk wood beams and crickets. conditions and flash all roof valleys and

B. Flash and counter-flash at all roof to wall

unless otherwise noted.A. All sheet metal to be 26 ga. galv. iron,

MOISTURE PROTECTION

lbs./C.U. Ft.) Fibrous insulation. insulated with minimum 1" thik. (0.6 joints and seams sealed and shall be the building energy envelope shall have all

G. All heating or cooling ducts located outside

intermittent ignition devices. and range-top burners shall be equipped with

F. All new gas appliances, except water heaters

Angeles City code requirements. with air infiltration standards of the Los certified and labelled to show compliance

E. All glass doors and windows shall be

infiltration. weatherstripped or gasketed to limit air insulated walls to be properly

D. All door and window openings in energy

required by the plumbing division.C. Hot water piping shall be insulated as

not less than 30. (fed. spec HH-I-521E). insulation with a thermal resistance (r) of either blanker type mineral or glass fiber ceiling assemblies shall be insulated with

B. All new and accessible ceilings of roof-

not less than 19 (Fed. spec. HH-I-512E). insulation with a thermal resistance (R) of blanket-type mineral fiber or glass fiber

A. All exterior wall shall be insulated with

ENERGY INSULATION

8" of a utility pole or similar structure. balcony, or similar surface which is within be provided at every portion of every roof, material which preclude human climbing shall

7. Screens, barricades, or fences made of

with substantial locking devices.6. Other openable windows shall be provided

constructed to preclude human entry. least one dimension of 6" or less, which are bars or grills with openings that have at

5. Louvered windows shall be protected by metal

or partially open position. removing of the moving panel in the closed moving panel to prohibit raising and

4. Sliding doors and windows shall be provided

the test specified in 91.7631 and 91.6232. remain intact and engaged when subjected to so constructed and installed that they equipped with locking devices and shall be

3. Sliding glass doors and windows shall be

otherwise accessible to gripping tools. projects beyond the face of the door or is cylinder locks whenever the cylinder 2. Cylinder guards shall be installed on all

of the Los Angeles City building code. glass complying with section 91.1711 (D)

J. Glass doors shall have fully tempered

perimeter or equivalent. with screws at 6: on centers around the face with 16 gauge sheet metal attached thickness shall be covered on the inside

G. Wood flush-type doors less than 1-3/8" in

3/4". deadbolt shall have a minimum throw of

F. A hook-shaped or an expanding-lug

than 5/8". throw of 1" and an embedment of not less

E. Straight deadbolts shall have a minimum

interior. special knowledge of special effort on exterior: locks openable without key, deadlocking latch key operated on

D. Deadbolts shall contain hardened inserts,

not less than 2-1/2" in length. the jamb and the wall framing with screws in wood construction shall be secured to holding device for projecting dead-bolts

C. The strike page for latches and the

the door, if the hinge pins are removed. hinges are shaped to prevent removal of with 1/4" minimum projection unless the minimum 1/4" diameter steel jamb stud hinge pins. In addition, they shall have door is closed shall have non-removable from outside the secured area when the

B. All pin-type hinges which are accessible

or joined by rabbet to the jamb. of one-piece construction with the jamb

A. Door stops of in-swinging doors shall be

1. SWINGING DOORS:

the following notes shall apply:All Exterior openings are security openings, and

SECURITY NOTES

minutes direct to outside air. which provides one air change every five other areas required windows, provide a fan similar areas permitted in the code with windows at toilet rooms, laundries, other ventilation systems in lieu of required

B. FAN EXHAUST SYSTEMS: For mechanical

sq. ft. of attic area shall be provided.A. ATTIC VENTILATION of 10 sq. inch for each 10

MECHANICAL

fixtures approved by owner. complete for normal operation, install any

C. Provide and install fixtures indicated,

condition of existing system. service) as required for new construction or

B. Re-route and/or replace portions (including

Angeles City plumbing code latest edition. reference to new work to be done, per Los

A. Check existing system and service with

PLUMBING

edition. companies. Los Angeles City code latest governing agencies, power and telephone with all codes, rules and regulations of

B. All work shall be done in full compliance

furnished by owner. owner's specifications and install any fixtures fixtures and equipment indicated per

A. Furnish and install all outlets, switches,

ELECTRICAL

lateral load. Guardrails shall be designed for 20 lbs. object 4" in diameter can pass through. rails or and ornamental pattern such that no stairs railings shall have intermediate minimum height of 36". Open guardrails and shall be protected by a guardrail with a porches which are more than 30" above grade openings; landings and stairs; balconies or GUARDRAILS: All unenclosed floor and roof

drawings for more info. sidings or stucco see architectural exterior walls, horizontal and vertical wood requirements. At exterior surfaces of wood studs per Los Angeles City code

L. WALL: 5/8" approved wall boards fastened to

K. FLOORS: Existing: RAISED FOUNDATION

street via non-errosive device. information if aplicable. Direct all roof drainage to structural drawings for additional requirements. See architectural and

ESR-3267H. ROOF: Roofing material to be class (A)

conform to the requirements of Sec. 91.4909. resistant materials. Provide shatter resistant enclosures shower floor shall be approved shatter Windows within five feet of the tub or above the floor. absorbent to a height of six feet minimum

G. TUBS AND SHOWERS: wall shall be non-

Plumbing Notes DIVISION 15. with framing drawings. See paragraph M. closer than 5/8" to edge of stud. Verify doubled studs are so bored. No bored hole provided not more than 2 such successive wall where each bores stud is doubled, 60% non-bearing stud partitions or in any Bored holes: max. diameter 40% any stud and partitions not more than 40% width of studs. more than 25% width of stud: at non-bearing bearing walls studs shall not be notched

D. NOTCHING AND BORING: At exterior wall and

architectural drawings). noted otherwise. (See structural and with 2x4 studs at 16" o.c. except where

C. STUD WALL: Typical walls shall be framed

minimum. except separation by concrete may be 2:

B. WOOD/EARTH SEPARATION: Minimum 6" clearance,

pressure-treated Douglas fir. shall be either foundation grade redwood or

A. MUDSILLS: All wood in contact with concrete

CARPENTRY

permit. prior to the issuance of a building

or 36' in height, requires a permit from scaffolding or falsework more than 3 stories demolition of any building, structure, grading permit. the construction or prior to the issuance of a building orLos Angeles Building and Safety obtain necessary permit from the city of person is required to descent; if otherwise, excavations 5' or more in depth into which a

B. This project contains, "No trenches or

requirements. backfilling per Los Angeles City code walks, steps, curbs, trenching and drainage, electrical, telephone, driveway, Provide and coordinate site plumbing and engineering calcs (if applicable) type of soil see froming plans and

A. For depth of footing, retaining walls and

SITE WORK

and furring shall be considered fire-stops. plates which fill all spaces between stud horizontally or vertically. Top and bottom shall not exceed 10 feet measured between fire-stops in walls and partitions in wall more than 10 feet high. The distance the top and bottom and also at the mid-point and furred walls shall be fire-stopped at Enclosed spaces in stud walls, partitions

F. FIRE STOPS FOR STUD WALL AND PARTITIONS:

prior to the installation of any work. or instructions shall be issued by the owner be reported to the owner. Corrected drawings drawings and actual field conditions shall Discrepancies in the drawings or between the shall be verified by the contractors.

E. DIMENSIONS AND CONDITIONS: at the job site

D. ZONE:

C. TYPE OF CONSTRUCTION V - N

B. OCCUPANCY: S.F.D.

and pay for all permits. sub-contractors. Contractor(s) shall obtain the responsibility of the contractor and of all dimensions and conditions shall be code and the drawings. On site verification or conflicts between the requirements of the the attention of Luasdrafting any discrepancies conformance with the code and to bring to or materials or both to install his work in the responsibility of anyone supplying labor precedence over the drawings and it shall be building. Building code requirements take ordinances governing the place of the and with other rules and regulations and edition of Los Angeles building code comply with all provisions of the current

A. All work, construction and materials shall

GENERAL CONDITIONS

Los Angeles Building and Safety

Provide an approved spark arrestor for thechimney of a fireplace, stove, or barbecue

or 2" above paved areabelow the stucco a minimum of 4" above earth

F. A corrosion resistant weep screed is required

Draft stops shall be provided within aconcealed floor ceiling assembly formed ofcombustible construction. 91.708.3.1.1.1

to the street"G. "Provide rain gutters and convey rain water

CONSTRUCTION PROJECTS:Small construction sites with less than twoacres of disturbed soil and not located indesignated hillside areas nor in or adjacentto an enviromental sensitive areas shallimplement the Best Management Practices(BMP) identified on attachment "A" entitled"Minimum Requirements for ConstructionProjects/Certification Statement"

STORM WATER (BMP)

C. "The construction shall not restrict a five foot clear and unobstructed access to any

poles,pull-boxes,transformers,vaults,pumps,valves meters,appurtenances,etc.) or to thelocation of the hook-up. The construction shall not be within ten feet of any power

SITE WORK (Continued)

water or power distribution facilities (Power

lines-whether or not the lines are located on the property,Failure to comply may cause construction delays and/or additional expenses."

New: RAISED FOUNDATION

NOT TO SCALE2 APN

NOT TO SCALE3 6902 ALDEA AVE

SITE

NEW ADDITION497.52 SQ. FT.

EXISTING LIVING SPACE: 2,184.0 SQ. FT.NEW ADDITION 497.52 SQ. FT.

TOTAL NEW BUILDING AREA: 2,681.52 SQ.FT.

ALL CONCENTRATED DRAINAGE INCLUDING ROOF WATER,SHALL BE CONDUCTED, VIA GRAVITY TO THE STREET ORAN APPROVED LOCATION AT A 2% MINIMUM.

Smoke detectors shall be provided for all dwelling units intended forhuman occupancy, upon the owner’s application for a permit foralterations, repairs, or additions, exceeding one thousand dollars($1,000). (R314.6.2)

Where a permit is required for alterations, repairs or additionsexceeding one thousand dollars ($1,000), existing dwellings orsleeping units that have attached garages or fuel-burning appliancesshall be provided with a carbon monoxide alarm in accordance withSection R315.2. Carbon monoxide alarms shall only be required inthe specific dwelling unit or sleeping unit for which the permit wasobtained. (R315.2.2)

Provide anti-Graffiti finish within the first 9 feet, measuredfrom grade, at exterior walls and doors. Exception:Maintenance of building affidavit is recorded by the ownerto covenant and agree with the City of Los Angeles toremove any graffiti within 7-days of the graffiti beingapplied. (6306)

LEGAL PARCEL INFORMATIONPETER & YOLANDA IRELAND

6902 ALDEA AVEVAN NUYS, CA. 91406

TRACT# 12222 LOT 29APN: 2230002006

LOT/PARCEL AREA 19,624.9 SQ.FT.MAP REFERENCE: M B 279-39/40

ZONING : RA-1

N

5'

11' 42'-5 1/2" 16'-7"

48'-1

"20

'-6"

15'-9

"34

'70

'

19'-2" 15'

15'

104'

20' 6'-8"

16'

32'

22'

CRICKET

EXISTING 5' HTPOOL FENCE

EXISTING 5' HTPOOL FENCE

5:12Slope

5:12Slope

5:12Slope

5:12Slope

5:12Slope

5:12

Slo

pe

5:12

Slo

pe

5:12

Slo

pe

5:12Slope

5:12Slope

5:12

Slo

pe5:12

Slo

pe

5:12Slope

5:12

Slo

pe

5:12Slope

5:12Slope

5:12

Slo

pe

5:12

Slo

pe

5:12

Slo

pe 5:12

Slo

pe

5:12

Slo

pe

SlopeSlope

5:12Slope

5:12Slope

EXISTING POOL

(E) D

RIV

EW

AY(E

) DR

IVE

WAY

6902 ALDEA AVE

(E) D

RIV

EW

AY

SLO

PE

2%

SLO

PE

2%

SLO

PE

2%

SLO

PE

2%

SLO

PE

2%

SLO

PE

2%SL

OPE

2%

SLO

PE

2%

EXIST. S.F.D.2,184.0 SQ.FT.

PL PL PL

PLPL

PL

PL

PL PL PL

PL

PL

PL

104

104

188.

34

188.

34

EXIST/ POOLHOUSE

SCALE: 3/32" = 1'-0"1 SITE PLAN0 8' 16' 24'


SHEET TITLE

DESCRIPTION



MARK DATE

050815-01

SHEET 3 OF 13

A-2

CONSULTANTS

CONSULTANTS



/Use

rs/m

ario

lua/

Des

ktop

/Des

ktop

fol

ders

/690

2 A

LDE

A AV

E/6

902

ALD

EA

AVE

AD

DIT

ION

.pln


IRELAND


EXISTING FLOOR PLAN

ROOM ADDITION


Encino,Ca. 91436(818)-667-8428

A

2

9

6'-8"3'-3 1/2"

84'-2 1/2"

35'-5" 48'-9 1/2"

20'-11" 14' 13'-10 1/2"

20'-6

"

15'-6 1/2" 13'-6" 6'

35'-1/2"

12'-9

"

5 1/

2"3'

-1"

4'-2

"3'

-1/2

"2'

30'13'-1/2" 10'-5 1/2" 6'-6"

2' 3'-1/2" 3'-8" 2'-8" 1'-8"1'-1 3/4"

3'-1/2" 2'-5" 3'-1/2" 3'-8 1/4" 3'-1/2" 7"

19'-2"10'-6 1/2" 8'-7 1/2"

62'-9

"

14'-4

"14

'-3 1

/2"

2'-4

1/2

"18

'-4 1

/2"

13'-4

1/2

"

7'

3A-5

3A-5

4A-5

4A-5

1A-6

(E)ELECTRICALPANEL

BEDROOM

BEDROOM

(E) BEDROOM

BATH

HALL

HALL

MASTER BEDROOM

CLOSET

CL

CL

CL CL

CLOSET

GARAGE

CLOSET

LAUNDRY

(E) KITCHEN

BATH

CLOSET(E)

LIVING ROOM

MASTER BATH(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E) (E)

(E)

(E)

(E)

(E)

(E) FAMILY ROOM

-6"-6"

SCALE: 1/4" = 1'-0"1 FLOOR PLAN0 2' 4' 8'

EXISTING WALLS

LEGEND:

FAN/LIGHT COMBO 1 AIR EXCHAGE EA 5 MIN.

SMOKE ALARMS SHALL BE "HARD WIRED" W/BATTERY BACK UP .SMOKEDETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATIONOF THE ONE ALARM WILL ACTIVATE ALL ALARMS.

CARBON MONOXIDE DETECTORS SHALL BE "HARD WIRED" ANDSHALL BE EQUIPPED WITH BATTERY BACK UP. AND SHALL BEINTERCONNECTED SUCH THAT THE ACTIVATION OF THE ONEALARM WILL ACTIVATE ALL ALARMS.

c

SD

AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELINGUNITS AND IN SLEEPING UNITS WITHIN WHICH FUEL-BURNING APPLIANCES AREINSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. CARBONMONOXIDE ALARM SHALL BE PROVIDED OUTSIDE OF EACH SEPARATE DWELLINGUNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S) AND ONEVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS.(R315) HARDWIRED

CONSTRUCTION WASTE SHALL BEREDUCED BY 50%

EXHASUST FANS SHALL BE ENERGYSTAR COMPLIANT AND BE DUCTED TOTERMINATE TO THE OUTSIDE OF THEBUILDING.

EXHASUST FANS ,NOT FUNCTIONINGAS A COMPONENT OF A WHOLE HOUSEVENTILATION SYSTEM,MUST BECONTROLLED BY A HUMIDISTAT WICHSHALL BE READILY ACCESSIBLE

MEANS OF EGRESSPROVIDE EMERGENCY EGRESS FROMSLEEPING ROOMS.MIN.-24" CLEAR HT. 20"CLEAR WIDTH. 5.7 SQ.FT. MIN AREA (5.0 SQ FT ATGRADE LEVEL) & 44" MAX TO SILL (R310.1)

PLUMBING:PROVIDE AN APPROVED METALLIC WATER LINE CONNECTORS FROMSHUTOFFS TO PLUMBING FIXTURES,RUBBER AND PLASTICS ARE NOTPERMITED.


ALL BRANCH CIRCUITS THAST SUPPLY 125 VOLT,SINGLE PHASE,15 AND 20AMPERE OUTLETS INSTALLED IN DWELLING UNITS SHALL BE PROTECTED BYAN ARC-FAULT CIRCUIT INTERRUPTER(S) CEC 210.12.

KITCHENS: AT LEAST HALF THE INSTALLED WATTAGE OF LUMINARIES INKITCHENS SHALL BE HIGH EFFICACY AND THE ONES THAT ARE NOT MUST BESWITCHED SEPARATELY.

LIGHTING IN BATHROOMS,GARAGES,LAUNDRY ROOMS AND UTILITY ROOMS.ALL LUMINARIES SHALL EITHER BE HIGH EFFICACY OR SHALL BE CONTROLEDBY A MANUAL-ON OCCUPANT SENSOR.

OTHER ROOMS. ALL LUMINARIES SHALL EITHER BE HIGH EFFICACY OR SHALLBE CONTROLED BY A MANUAL-ON OCCUPANT SENSOR OR DIMMER. CLOSETSTHAT ARE LESS THAN 70 SQUARE FOOT ARE EXEMPT FROM THISREQUIREMENT.

LIGHTING MEASURES COMPLIANCE:

HIGH EFFICACY LUMINARIES MUST BE PIN BASED


SHEET TITLE

DESCRIPTION



MARK DATE

050815-01

SHEET 4 OF 13

A-3

CONSULTANTS

CONSULTANTS



/Use

rs/m

ario

lua/

Des

ktop

/Des

ktop

fol

ders

/690

2 A

LDE

A AV

E/6

902

ALD

EA

AVE

AD

DIT

ION

.pln


IRELAND


DEMO PLAN

ROOM ADDITION


Encino,Ca. 91436(818)-667-8428

84'-2 1/2"

35'-5" 48'-9 1/2"

20'-11" 14' 13'-10 1/2"

20'-6

"

15'-6 1/2" 13'-6" 6'

35'-1/2"

12'-9

"

5 1/

2"3'

-1"

4'-2

"3'

-1/2

"2'

30'13'-1/2" 10'-5 1/2" 6'-6"

2' 3'-1/2" 3'-8" 2'-8" 1'-8"1'-1 3/4"

3'-1/2" 2'-5" 3'-1/2" 3'-8 1/4" 3'-1/2" 7"

19'-2"10'-6 1/2" 8'-7 1/2"

62'-9

"

14'-4

"14

'-3 1

/2"

2'-4

1/2

"18

'-4 1

/2"

13'-4

1/2

"

7'

3A-5

3A-5

4A-5

4A-5

1A-6

(E)ELECTRICALPANEL

BEDROOM

BEDROOM

(E) BEDROOM

BATH

HALL

HALL

MASTER BEDROOM

CLOSET

CL

CL

CL CL

CLOSET

GARAGE

CLOSET

LAUNDRY

(E) KITCHEN

BATH

CLOSET(E)

LIVING ROOM

MASTER BATH(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E) (E)

(E)

(E)

(E)

(E)

(E) FAMILY ROOM

-6"-6"

SCALE: 1/4" = 1'-0"1 DEMO FLOOR PLAN0 2' 4' 8'

EXISTING WALLS TO REMAIN

LEGEND:




c

SD














EXISTING WALLS TO BE REMOVED


SHEET TITLE

DESCRIPTION



MARK DATE

050815-01

SHEET 5 OF 13

A-4

CONSULTANTS

CONSULTANTS



/Use

rs/m

ario

lua/

Des

ktop

/Des

ktop

fol

ders

/690

2 A

LDE

A AV

E/6

902

ALD

EA

AVE

AD

DIT

ION

.pln


IRELAND


REMODELED FLOOR PLAN

ROOM ADDITION


Encino,Ca. 91436(818)-667-8428

6

6'-9"3'-2"

1

6'-8 3/4"5'-1 1/2"

7

6'-9"2'-10"

56'

-8"6'

D

E

Sill 1'-8"

5'-1

/4"

3'-1

/2"

A

Sill 3'

4'4'

-8 5

/16" 8

6'-9

"3'

-2"

2

6'-8

3/4

"8'

-1 1

/2"

E

Sill

1'-8

"

5'-1/4"3'-1/2"

C

Sill

3'-8

"

3'-1/4"4'-1/2"

4

6'-9"2'-10"

3

6'-9"2'-10"

F

WD

R

42'-5 3/8"

8' 34'-5 3/8"

15'-9

"

7'8'

-9"

10"

4'-1

/2"

10'-1

0 1/

2"

84'-2 3/8"

35'-4 7/8" 48'-9 1/2"

20'-11" 14' 13'-10 1/2"

20'-6

"

19'-2"10'-6 1/2" 8'-7 1/2"

62'-9

"

14'-4

"14

'-3 1

/2"

2'-4

1/2

"18

'-4 1

/2"

13'-4

1/2

"

7'

4' 3'-1/2"11 1/2"

4'-3/8" 8'-1 1/2" 9'-3" 4'-8 5/16"

2'-5 7/16" 2'-10 1/2"

1'-8

1/2

"3'

-1/2

"4'

3'-6 3/4" 6' 3'-6 3/4"

16'-0"

6'-2

1/1

6"

2'-6"15'-4

1/2

"

3'

2'-1

0"9'

-2 1

/2"

2'-1

0"

3'-1/16"

4'

1'-3

1/2

"

3'-3

1/2

"2'

-6 1

1/16

"3'

1'-7

1/2

"

7'-8"

3A-5

3A-5

4A-5

4A-5

1A-6

(E)ELECTRICALPANEL

BEDROOM

BEDROOM

(E) BEDROOM

BATH

HALL

HALL

MASTER BEDROOM

CLOSET

CL

CL

CL CL

CLOSET

GARAGE

BATH

(E)LIVING ROOM

MASTER BATH(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E) (E)

(E)

(E)

NEWCL

NEW PLANTER

NEW PLANTER

SHELVING

NEWBAR

NEWKITCHEN REMODELNEW DINING

ROOM

NEWLAUNDRY

(E) FAMILY ROOM

NEW DEN

SHELVING

LANDING

SHELVING

INSPECTORTO VERIFY

WALL MOUNTEDIRONING BOARDCABINET

1 HR WALL

22"X30"ATICC ACCESS

DISHWASHER

-8"

-8"

-8"

-8"

-4"

-4"

-8"

-6"-6"

WALLCABINET

WALLCABINET

WINDOW SCHEDULE

MARKABCDE

SIZEWIDTH

4'-8 1/4"1'-2"

4'2'-7 3/4"

3'

HEIGHT4'

1'-6"3'

3'-9 1/2"5'

TYPE

---

MATERIAL06 | W Pine H

09 | Paint-02 Whitewash09 | Paint-02 Whitewash

06 | W Pine V09 | Paint-02 Whitewash

NOTES

---

DOOR AND FRAME SCHEDULEDOOR

MARK12345678

SIZEW5'8'

2'-8"2'-8"

6'3'

2'-8"3'

HT6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"

THK0'-1 1/4"0'-1 1/4"0'-1 1/4"0'-1 1/4"0'-1 1/2"0'-1 1/4"0'-1 1/4"0'-1 1/4"

MATL

---

EL

---

GLZ

---

LOUVERW

---

HT

---

FRAME

MATL

---

EL

---

GLZ

---

DETAILHEAD

---

JAMB

---

SILL

---

FIRE RATING

---

HARDWARE

SET NO

---

KEYSIDE RM NO

---

NOTES

---20 MINUTE SOLID DOOR

SCALE: 1/4" = 1'-0"1 REMODELED FLOOR PLAN0 2' 4' 8'

EXISTING WALLS TO REMAIN

LEGEND:

FAN/LIGHT COMBO 1 AIR EXCHAGE EA 5MIN.HUMIDISTAT CONTROLLED



c

SD













SD

SD

SD

SD

SD

c

c

NEW WALLS

SD

SD

SD

SD

SD

c

c


SHEET TITLE

DESCRIPTION



MARK DATE

050815-01

SHEET 6 OF 13

A-5

CONSULTANTS

CONSULTANTS



/Use

rs/m

ario

lua/

Des

ktop

/Des

ktop

fol

ders

/690

2 A

LDE

A AV

E/6

902

ALD

EA

AVE

AD

DIT

ION

.pln


IRELAND


FOUNDATION & FRAMINGPLAN

ROOM ADDITION


Encino,Ca. 91436(818)-667-8428

7'-8"5'-7 1/2"

12'-1/2" 17'-4 1/2" 13'-1/2"

3A-5

3A-5

4A-5

4A-5

(E) BEDROOM

GARAGE

BATH

(E)LIVING ROOM

(E)

(E)

NEWCL

NEW PLANTER

NEWBAR

NEWKITCHEN REMODELNEW DINING

ROOM

NEWLAUNDRY

(E) FAMILY ROOM

NEW DEN

SHELVING

SHELVING

2X8

DF

#2 C

.J. @

16"

O.C

.

2X8

DF

#2 C

.J. @

16"

O.C

.

4'-0" 4'-0" 8'-0" 4'-0"

4'-0

"4'

-0"

2X10 DF #2RIDGE

2X10 DF #2RIDGE

2-2X

6 D

F#2

HD

R

2-2X6 DF#2 HDR

3-2X10 DF #2HDR

2-2X

6 D

F#2

HD

R

2-2X8 DF #2HDR

2-2X6 DF #2HDR

2-2X

8 D

F#2

HD

R

(E) 4X10 DF #2HDR

(E) 2

X8

R.R

.

(E) 2

X8

R.R

.

(E) 2

X8

DF

#2 C

.J.

(E) 2

X8

DF

#2 C

.J.

(E) 2

X8

R.R

.

(E) 2

X8

R.R

.

(E) 2

X8

R.R

.

(E) 2X8 R.R.

2X8

DF

#2 R

.R. @

16"

O.C

.

2-2X

8 D

F #2

C.J

. @ 1

6" O

.C. (

FOR

DR

AG

)

2X8

R.R

.(T

YP

)

2X8

R.R

.(T

YP

)

2X8

R.R

. (TY

P)

(E) 4

X4

HD

R

4X10 DF #2HDR

2-2X

8 D

F#2

HD

R2-

2X8

DF#

2H

DR

4'-0

"

11

1 1 1 1

1

4'-0

"1

2X8

DF

#2 R

.R. @

16"

O.C

.

2X8

DF

#2 R

.R. @

16"

O.C

.

4'-0"1

4'-0"1

4'-0"1 4'-0"

1

6'-0

"1

4X12 DF #2 HDR4X4POST

4X4

POST

1 INSPECTORTO VERIFY

18"M

IN

12"M

IN

8'

14'-1

1/2

"

CLASS "A" COMP. COOL SHINGLES SUNRISEBY OWENS CORNINGCRRC ID# 0890-006 ESR 1389 OVER 30#FELT OVER 1/2" OSB 6,6,12 SPAN INDEX (TYP)

2X8 C.J.@16" O.C.

R-19

R-15

2X8 R.R.@16" O.C. R-30

2X10 F.J.DF#2 @16" O.C.

(NEW)LAUNDRY

(NEW) FORMALDINING ROOM (NEW) KITCHEN

F.F.

T.P.

U.N.G.

18" M

IN

CLASS "A" COMP. COOL SHINGLES SUNRISE BYOWENS CORNINGCRRC ID# 0890-006 ESR 1389 OVER 30# FELTOVER 1/2" OSB 6,6,12 SPAN INDEX (TYP)

2X8 C.J.@16" O.C.

R-19

R-15

2X8 R.R.@16" O.C.

R-30

2X10 F.J.DF#2 @16" O.C.

CRICKET

NEW ADDITION EXISTING

F.F.

T.P.

U.N.G.

512

SCALE: 1/4" = 1'-0"1 FRAMING PLAN0 2' 4' 8'

SCALE: 1/4" = 1'-0"3 SECTION0 2' 4' 8'

SCALE: 1/4" = 1'-0"4 SECTION0 2' 4' 8'

NEW WALLS

LEGEND:




c

SD








15/32‐in. minimum thickness wood structural panel with 8d common(2‐1/2‐in x 0.131‐in.) nails at 6‐in. spacing along paneledges, 12‐in. spacing at intermediate supports, and 3/8‐in. distanceto panel edge. ó‐in. minimum thickness gypsum wall board shall beinstalled on the side of the wallopposite the bracing material, except when the minimum total lengthof braced wall panel in the Table is multiplied by a factor of 1.5.

1

LEGEND:NEW FOOTING AS PER WOODPRESCRIPTIVE PROVISIONS

EXISTING FOUNDATION TO REMAIL

42'-11 1/2"

1' 6'-10 1/2" 1' 20'-2" 1' 11'-11" 1'

16'

15'

1'

3'

UNDER FLOORACCESS

EXISTINGUNDER FLOOR

ACCESS12" SQ. PAD

(TYP)

12" SQ. PAD (TYP)

24" SQ.CONCRETE PAD

12" SQ. POURED CONC. PIERW/POST BASE PAD (TYP)

EXISTING CONCRETE SLAB.

12" SQ. POURED CONC. PIERW/POST BASE PAD (TYP)

2X10

DF.

#2

F.J.

@ 1

2" O

.C.

2X10

DF.

#2

F.J.

@ 1

2" O

.C.4X

4 P.T.

POST

W/ P

OST CAP

4X4 P

.T. P

OST

W/ P

OST CAP

4X4 P

.T. P

OST

W/ P

OST CAP

4X4 P

.T. P

OST

W/ P

OST CAP

4X4 P

.T. P

OST

W/ P

OST CAP

4X4 P

.T. P

OST

W/ P

OST CAP

4X4 P

.T. P

OST

W/ P

OST CAP

4X4 P

.T. P

OST

W/ P

OST CAP

4X4 P

.T. P

OST

W/ P

OST CAP

4X4 P

.T. P

OST

W/ P

OST CAP

4X4 P

.T. P

OST

W/ P

OST CAP

4X4 P

.T. P

OST

W/ P

OST CAP

4X6 DF #2 GIRDER

4X6 DF #2 GIRDER

4X6 DF #2 GIRDER 4X6 DF #2 GIRDER

4X6 DF #2 GIRDER

4X6 DF #2 GIRDER

EX

IST.

2X

10 D

F. #

2 F.

J. @

12" O

.C.

EX

IST.

2X

10 D

F. #

2 F.

J. @

12" O

.C.

3A-5

4A-5

4A-5

UNDER FLOORACCESS

SCALE: 1/4" = 1'-0"2 FOUNDATION PLAN0 2' 4' 8'


SHEET TITLE

DESCRIPTION



MARK DATE

050815-01

SHEET 7 OF 13

A-6

CONSULTANTS

CONSULTANTS



/Use

rs/m

ario

lua/

Des

ktop

/Des

ktop

fol

ders

/690

2 A

LDE

A AV

E/6

902

ALD

EA

AVE

AD

DIT

ION

.pln


IRELAND


ELEVATIONS

ROOM ADDITION


Encino,Ca. 91436(818)-667-8428

1'-6

"8'

CLASS "A" COMP. COOL SHINGLES SUNRISE BY OWENS CORNINGCRRC ID# 0890-006 ESR 1389

OVER 30# FELT OVER 1/2" OSB 6,6,12 SPAN INDEX (TYP)

STUCCO FINISH(MATCH EXIST)


EXISTING /RELOCATEDSOLAR PANELS

T.P.

U.N.G.

F.F.

14'-3

1/2

"1'

-6"

8'

CLASS "A" COMP. COOL SHINGLES SUNRISE BY OWENS CORNINGCRRC ID# 0890-006 ESR 1389

OVER 30# FELT OVER 1/2" OSB 6,6,12 SPAN INDEX (TYP)


CRICKET

NEW ADDITION EXISTING TO REMAIN

T.P.

U.N.G.

F.F.

512

T.P.

F.F.

SCALE: 1/4" = 1'-0"1 EAST ELEVATION0 2' 4' 8'

SCALE: 1/4" = 1'-0"2 NORTH ELEVATION0 2' 4' 8'


SHEET TITLE

DESCRIPTION



MARK DATE

050815-01

SHEET 8 OF 13

A-7

CONSULTANTS

CONSULTANTS



/Use

rs/m

ario

lua/

Des

ktop

/Des

ktop

fol

ders

/690

2 A

LDE

A AV

E/6

902

ALD

EA

AVE

AD

DIT

ION

.pln


IRELAND


WOOD FRAMEPRESCRIPTIVE PROVISIONS

ONE STORY RESIDENTIALCONSTRUCTION ONLY

ROOM ADDITION


Encino,Ca. 91436(818)-667-8428

As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. For efficient handling of information internally and in the internet, conversion to this new format of code related and administrative information bulletins including MGD and RGA that were previously issued will also allow flexibility and timely distribution of information to the public.

Page 2 of 8

12"

1/2" WOOD STR. PANELW/ 8d @ 6"/ 6"/ 12" oc(COMMON NAILS)2x ROOF RAFTERS

W/ R-30 BATT. INSUL.2X CEILING JOISTS

2X SOLID BLOCKINGW/ APPROVED FRAMING ANCHOR EA. BLOCKDOUBLE TOP PLATE

WALL SECTION: SLAB-ON-GRADE CONSTRUCTION

WHERE STUCCO IS APPLIED OVER SHEATHING- PROVIDE 2-LAYERSGRADE 'D' PAPER UNDER LATH

24"

8" M

IN

7'-6"

MIN

. (HA

BITA

BLE

ROOM

S)

2X4 STUD WALL @ 16"oc(DF STUD GRADE- MINIMUM)R-13 BATT INSUL.15/32" WOOD STR. PANEL OR STUCCO SHEAR PANEL

2X P.T. SILL W/ 1/2" X 10" A.B.@ 6'oc, 0.229" X 3" X 3" PLATE WASHERS

3-1/2" CONC. SLAB, #4 DEFORMED REINF.

2" SAND BED, 6 MIL VAPOR RETARDER

#3 DOWELS @ 24"OC, EXTEND 36" INTO SLAB(FOR TWO POUR)

(2)-#4 BAR, TOP(2)-#4 BAR, BOTTOM

3"CL

R.

E.N. 8d@6"oc

6"18"

3"CL

R.

6" 12" M

IN.

12" SQ. PAD

W/10d @ 6"/ 6"/ 12" oc(COMMON NAILS) SEE NOTE 5

2X SOLID BLOCKING

2X FLOOR JOISTS @ 16"oc

8"24

" MIN

.6"

24"

18" M

IN.

12"

2X P.T. SILL W/ ANCHOR BOLTS ANDPLATE WASHERS

(2)-#4 BAR, BOTTOM(2)-#4 BAR, TOP

2X RIM JOIST

2X4 STUD WALL @ 16"oc(STUD GRADE)

R-13 BATT INSUL.

15/32" WOOD STR. PANELOR STUCCO SHEAR PANEL

2X CEILING JOISTS

2x SOLID BLOCKING

2X DOUBLE TOP PLATE

1/2" WOOD STR. PANEL W/ 8d @ 6"/6"/12"2x ROOF RAFTERS

W/ R-30 BATT. INSUL.

R-19 BATT INSUL.

3" MINIMUM CEILING JOIST- LAP @ BEARING WALLW/NAILS PER RAFTER

WALL SECTION: RAISED FLOOR CONSTRUCTION

2X BLOCKING @ 8'-0" oc FORJOIST SPANS OVER 8'-0"

POURED CONC. PIERW/ POST BASE

4X4 P.T.POST W/ POST CAP

4X GIRDER

6"

18"

12"

AT JOIST SPLICELAP 3" MIN. W/ 3-10d

INTE

RIOR

BEA

RING

WAL

L

FASCIA BOARD

EXTE

RIOR

BEA

RING

WAL

L

UNDIST. GROUND

GRADE

PROP

ERTY

LINE

E.N. 8d@6"oc

30" MIN.SEE NOTE 14

10'-0

" MAX

STU

D HE

IGHT

2X SOLID BLOCKINGW/ APPROVED FRAMING CLIPS EA. BLOCK

FOR EAVE LOCATIONAND CONSTRUCTIONSEE NOTE 13

2X P.T. SILL W/ ANCHOR BOLTS ANDPLATE WASHERS

MIN.

NOTES:1. Anchor bolts ½” x 10" embedded 7" and spaced maximum 6' with 0.229" x 3" x 3"" plate washers, minimum 2 anchor bolts per piece, located not

more than 12" or less than 7 bolt diameters from each end of the piece.2. All foundation plates or sills and sleepers on a concrete or masonry slab, which is in direct contact with earth, and sills that rest on concrete or

masonry foundations shall be preservative treated wood(AWPA U1) and field cut ends, notches, and drilled holes shall be field treated inaccordance with AWPA M4. Fasteners (other than anchor bolts) in preservative treated wood or fire retardant treated wood shall be of hot dippedzinc coated galvanized steel or stainless steel.

3. Minimum concrete strength 2,500-psi.4. Exterior walls, bearing walls and braced wall panels require continuous footings. R403.15. 23/32" plywood required for 24" joist spacing.6. Where interior walls are shear walls, wall framing and sheathing shall extend to the roof sheathing.7. Footings on or adjacent to slopes shall meet the requirements of Section R403.1.7.8. Walls separating units in townhuses shall be provided with parapet in accordance with R302.2.29. Projects located in the Very High Fire Hazard Severity Zone (VHFHSZ) must also incorporate the requirements of Section R327 into the design.10. Exterior walls of dwellings and accessory structures closer than 5-ft. (non-sprinklered) / 3-ft. (sprinklered) to the property line shall be 1-hr

fire-resistance rated construction.11. No openings other than approved foundation vents shall be permitted in the exterior walls of dwellings and accessory buildings where the exterior

wall is less than 3-ft. to the property line.12. The area of exterior wall openings of non-sprinklered dwellings and accessory buildings located = 3-ft. and < 5-ft. to the property line shall be

limited to 25% of the wall area. Exterior wall openings are unlimited when exterior walls are located = 5-ft. for non-sprinklered buildings and = 3-ft.for sprinklered buildings.

13. Eaves shall be of 1-hr fire-resistive construction on the underside when located between 2-ft. and 5-ft. from the property line for non-sprinkleredbuildings and between 2-ft. and 3-ft. from the property line for sprinklered buildings. Detached garages within 2-ft of a property line may have amaximum 4-inch eave, provided the eave does not extend over the property line and is allowed by the Zoning Code.

14. Eaves shall not project more than 4" for each one foot of required side yard, and shall provide a minimum 30" clear space between the eave andthe property line (LAMC 12.22C20(b)).

15. Exterior plaster (stucco) walls shall be provided with a corrosion resistant weep screed complying with Section R707.6.2.1

FOR WALL & OPENINGREQUIREMENTS SEESEE NOTES 11, 12 & 13

FINISHED

GRADEFINISHED

T.O. CONC.T. O. CONCRETE

SEE NOTE 15

MIN.

@ 16" O.C. EA WAY

6" MIN. 6" MIN.

SEE NOTE 13

FINISHED GRADE

5/8" WOOD STR. PANEL

RAFTER TIE CONNECTION(SEE PAGE 4)

TIE CONNECTION (SEE PAGE 4)


Page 3 of 8

ALLOWABLE SPANS FOR DF #2 ROOF RAFTERS (DF-LARCH) Light Dead Load: up to 15 psf (Total including roofing) Max. Roofing Load: 6 psf (Asphalt Shingles) Live Load: 20 psf L/Δ = 240 (T-R802.5.1(2))

ALLOWABLE SPANS FOR DF #2 CEILING JOISTS (DF-LARCH) Dead Load: 10 psf Live Load: 20 psf L/Δ = 240 (T-R802.4(2))

ALLOWABLE SPANS FOR DF #2 FLOOR JOISTS (DF-LARCH) Light Dead Load: 10 psf Live Load: 40 psf L/Δ = 360 (T-R502.3(2))

RAFTER SIZE

SPACING ALLOWABLE SPAN

JOIST SIZE


JOIST SIZE


2x6

24” 16” 12”

10’-9” 13’-0” 14’-9”

2x4

24” 16” 12”

7’-2” 8’-9”

9’-10” 2x6

24” 16” 12”

8’-1” 9’-9”

10’-9”

2x8 24” 16” 12”

13’-6” 16’-7”

18’-11”

2x6

24” 16” 12”

10’-6” 12’-10” 14’-10”

2x8 24” 16” 12”

10’-3” 12’-7” 14’-2”

2x10

24” 16” 12”

16’-6” 20’-3” 23’-5”

2x8

24” 16” 12”

13’-3” 16’-3” 18’-9”

2x10 24” 16” 12”

12’-7” 15’-5” 17’-9”

2x12

24” 16” 12”

19’-2” 23’-6”

25’-10”

2x10

24” 16” 12”

16’-3” 19’-10” 22’-11”

2x12 24” 16” 12”

14’-7” 17’-10” 20’-7”

a. Building width is perpendicular to ridge measured to exterior walls. b. NJ – Number of Jack Studs required to support each end of header.

a. Building width is perpendicular to ridge measured to exterior walls. b. NJ – Number of Jack Studs required to support each end of header.

ALLOWABLE SPANS FOR DF #2 HEADERS FOR EXTERIOR BEARING WALLS

Max. Roof/Ceiling Dead Load: 25 psf Max Live Load 20 psf (T-R502.5(1))

ALLOWABLE SPANS FOR DF #2 HEADERS FOR EXTERIOR BEARING WALLS

Max. Roof/Ceiling Dead Load: 25 psf Max Live Load 40 psf (Roof/Limited Storage Attic) (T-R502.5(1))

SIZE 20-ft

Building Width

NJ 28-ft

Building Width

NJ 36-ft

Building Width

NJ 20-ft

Building Width

NJ 28-ft

Building Width

NJ 36-ft

Building Width

NJ

2-2x6 5’- 5” 1 4’- 8” 1 4’- 2” 1 4 – 6” 1 4’- 0” 1 3’- 7” 2

2-2x8 6’- 10” 1 5’- 11” 2 5’- 4” 2 5’- 9” 2 5’- 0” 2 4’- 6” 2

2-2x10 8’- 5” 2 7’- 3” 2 6’- 6” 2 7’- 0” 2 6’- 2” 2 5’- 6” 2

2-2x12 9’- 9” 2 8’- 5” 2 7’- 6” 2 8’- 1” 2 7’- 1” 2 6’- 5” 2

3-2x8 8’- 4” 1 7’- 5” 1 6’- 8” 1 7’- 2” 1 6’- 3” 2 5’- 8” 2

3-2x10 10’- 6” 1 9’- 1” 2 8’-2” 2 8’- 9” 2 7’- 8” 2 6’-11” 2

3-2x12 12’- 2” 2 10’-7” 2 9- 5” 2 10’- 2” 2 8’- 11” 2 8’- 0” 2

ALLOWABLE SPANS FOR DF #2 HEADERS FOR INTERIOR BEARING WALLS

Max. Roof/Ceiling Dead Load: 25 psf Max Live Load 20 psf (T-R502.5(2))

ALLOWABLE SPANS FOR DF #2 HEADERS FOR INTERIOR BEARING WALLS

Max. Roof/Ceiling Dead Load: 25 psf Max Live Load 40 psf (Roof/Limited Storage Attic) (T-R502.5(2))

SIZE 20-ft

Building Width

NJ 28-ft

Building Width

NJ 36-ft

Building Width

NJ 20-ft

Building Width

NJ 28-ft

Building Width

NJ 36-ft

Building Width

NJ

2-2x6 4’- 6” 1 3’- 11” 1 3’- 6” 1 3 – 2” 2 2’- 9” 2 2’- 5” 2

2-2x8 5’- 9” 1 5’- 0” 2 4’- 5” 2 4’- 1” 2 3’- 6” 2 3’- 2” 2

2-2x10 7’- 0” 2 6’- 1” 2 5’- 5” 2 4’- 11” 2 4’- 3” 2 3’- 10” 3

2-2x12 8’- 1” 2 7’- 0” 2 6’- 3” 2 5’- 9” 2 5’- 0” 3 4’- 5” 3

3-2x8 7’- 2” 2 6’- 3” 2 5’- 7” 2 5’- 1” 2 4’- 5” 2 3’- 11” 2

3-2x10 8’- 9” 2 7’- 7” 2 6’-9” 2 6’- 2” 2 5’- 4” 2 4’- 10” 2

3-2x12 10’- 2” 2 8’-10” 2 7-10” 2 7’- 2” 2 6’- 3” 2 5’- 7” 3


Page 4 of 8

ALLOWABLE SPANS FOR DF #2 FLOOR GIRDERS SUPPORTING ONE FLOOR ONLY Max. Floor Dead Load: 15 psf 1, 2 (T-R502.5(2))

SIZE 20-ft Building Width

28-ft Building Width

36-ft Building Width

2-2x6 4’- 6” 3’- 11” 3’- 6”

2-2x8 5’- 9” 5’- 0” 4’- 5”

2-2x10 7’- 0” 6’- 1” 5’- 5”

2-2x12 8’- 1” 7’- 0” 6’- 3”

3-2x8 7’- 2” 6’- 3” 5’- 7”

3-2x10 8’- 9” 7’- 7” 6’-9”

3-2x12 10’- 2” 8’-10” 7-10” 3

1. Building width is perpendicular to ridge measured to exterior walls. 2. Minimum 4x post 3. Minimum 4x6 post for 36’ building width and 3-2x12 member.

ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS NOTE: APPLIES TO PANELS 24” OR WIDER (T-R503.2.1.1(1))

SHEATHING GRADES ROOF FLOOR PANEL SPAN RATING

Roof/Floor Span MINIMUM

PANEL THICKNESS (INCHES)

MAXIMUM SPAN (INCHES) LOADS (PSF) MAX. SPAN (INCHES) Panel edges with tongue and groove joints or with blocking

EDGE SUPPORT NO EDGE SUPPORT

TOTAL LOAD LIVE LOAD

24/0 3/8 24 20 40 30 24/16 7/16 24 24 50 40 16 32/16 15/32, 1/2 32 28 40 30 16 40/20 19/32, 5/8 40 32 40 30 20 48/24 23/32, 3/4 48 36 45 35 24

CONNECTION FASTENING REMARKS

Roof Blocking between joists or rafters to top plate 3-8d (2-1/2” x 0.113”) Toe nail Ceiling joist to plate 3-8d (2-1/2” x 0.113”) Toe nail Ceiling Joist not attached to parallel rafter, laps over partitions 3-10d (3” x 0.128”) Toe nail Collar tie rafter, face nail or 20-gage ridge strap 3-10d (3” x 0.128”) Rafter to plate 2-16d (3-1/2” x 0.135”) Toe nail Roof rafters to ridge, valley or hip rafters: Toe nail Face nail

4-16d (3-1/1” x 0.135”) 3-16d (3-1/2 ”x 0.135”)

Wall Built-up corner studs 10d (3” x 0.128”) 24” o.c. Built-up header two pieces with ½” spacer 16d (3-1/1” x 0.135”) 16” o.c. along each edge Continued Header two pieces 16d (3-1/1” x 0.135”) 16” o.c. along each edge Continuous header to stud 4-8d (2-1/2” x 0.113”) Toe nail Double Studs 10d (3” x 0.128”) 24” o.c. Double top plates 10d (3” x 0.128”) 24” o.c. face nail Double top plates, minimum 24-inch offset of end joints, face nail in lapped area

8-16d (3-1/1” x 0.135”) Face nail

Sole plate to joist or blocking 16d (3-1/1” x 0.135”) 16” o.c. Face nail Sole plate to joist or blocking at braced wall panels 3-16d (3-1/1” x 0.135”) 16” o.c. Stud to sole plate

3-8d (2-1/2” x 0.113”) or 2-16d (3-1/2 ”x 0.135”)

Toe nail

Top or sole plate to stud 2-16d (3-1/2 ”x 0.135”) End nail Top plates, lap at corners and intersections 2-10d (3” x 0.128”) Face nail

FloorJoist to sill or girder 3-8d (2-1/2” x 0.113”) Toenail Rim Joist to top plate (roof application also) 8d (2-1/2” x 0.113”) 6” o.c. Built-up girders and beams, 2-inch lumber layers

10d (3” x 0.128”)

Nail each layer as follows: 32” o.c. at top and bottoms and staggered. Two nails at ends and at each splice

Ledger strip supporting joists or rafters 3-16d (3-1/2 ”x 0.135”) At each joist or rafter

RAFTER TIE CONNECTION ROOF LIVE LOAD 20-psf [Table R802.5.1(9)]

Minimum number of 16d common nails at rafter tie connection.

Rafter Slope

Tie Spacing

(in)

Roof Span (ft)

12 20 28 36

3:12 16 5 8 10 13

24 7 11 15 19

4:12 16 4 6 8 10

24 5 8 12 15

5:12 16 3 5 6 8

24 4 7 9 12

1. When nails are clinched, nailing may be reduced 25percent. 2. Roof span is measured between exterior walls or between

exterior wall and roof purlin when interior bearing wall is used


Page 5 of 8

ROOF SLOPE-COMP SHINGLES (R905.2)

3:12 TO 4:12 SLOPE W/ 2-LAYERS TYPE 15 FELT4:12 OR GREATER SLOPE W/ 1-LAYER TYPE 15 FELT

2 X RIDGE BOARD- DEEPER THAN CUT END OF ROOF RAFTER

2X ROOF RAFTER

RIDGE (R802.3) NAILS (TABLE R602.3(1))

2X SOLID BLOCKING2X DOUBLE TOP PLATE2X STUDS

123 MIN. SLOPE

BEARING PARTITION / INTERIOR SHEAR WALL

CEILING JOISTS (SEE PAGE 3)

BRACED RAFTER CONSTRUCTION (R802.5.1)

2-16d EACH SIDE

EDGE NAIL

B.N. 8d@6" OC

RAFTER TIE CONNECTION(SEE PAGE 4)

UPLIFT FRAMING CLIP PER TABLE R802.11

15/32" WOOD STRUCTURAL PANELW/8d @ 6"/6"/12"(COMMON NAILS)

BRACED WALL PANEL (SEE PAGE 6)

ROOF SHEATHING20 GA.x 1-1/4"

STRAP @48" O.C.

2X BLOCKING W/ FRAMINGANCHOR @ EACH BLOCKING

AT CEILING JOIST SPLICE PROVIDENAILS PER RAFTER TIE CONNECTIONS (SEE PAGE 3)

NAIL TO JOIST

CONT. DOUBLE TOP PLATE

HEADER(SEE PAGE 3 FOR SPAN)

2 #4 TOP & BOTTOM.

2X SILL PLATE

HEADER (SEE PAGE 3 FOR SPAN)

ANCHOR BOLTSMIN 1/2" DIA. x 10",7" EMBEDMENT

SOLID BLKG. @ ALLUNSUPPORTEDPLYWOOD EDGES

10' M

AX.

HOLD DOWN EACH SIDE OF PANEL (1800# MIN. CAPACITY) PER PAGE 6THICKEN FOOTING AS REQUIRED FOR BOLT EMBEDMENT DEPTH

MIN. 2 ANCHOR BOLTS PER BRACEDWALL PANEL, MAX 12" & MIN. 4" FROMEACH END OF THE PLATE SECTION

WALL FRAMING

2X RIDGE BOARD2X ROOF RAFTERS

D/4 M

AX.

'D'

'D'

'D'

D/6 M

AX.

D/6 M

AX.

2" M

IN.

1/3 'D

'

NOTCHING & BORING FLOOR JOIST(NOTCHING NOT PERMITTED IN MIDDLE 1/3 JOIST SPAN)

NOTCHING & BORING RAFTERS AND CEILING JOIST(NOTCHING NOT PERMITTED IN MIDDLE 1/3 JOIST SPAN)(HOLES SHALL NOT BE LOCATED WITHIN 2 IN OF A NOTCH)

25% MAX. 40% MAX.40% MAX.

EXTERIOR WALLS ANDBEARING PARTITIONS NON-BEARING PARTITIONS

EXTERIOR WALLS AND BEARING WALLS MAY HAVE BORED HOLES BETWEEN40 AND 60 PERCENT WHEN STUD IS DOUBLED AND NOT MORE THAN TWOSUCCESSIVE DOUBLE STUDS ARE BORED (R502.1, R802.7.1 R602.6)

5/8"MIN.

5/8"MIN.

'D'

D/3 MAX.

D/3 MAX.

2" M

IN.

D/4 M

AX.

60% MAX.

'D'

'D'

D/6 M

AX.

D/6 M

AX.

2" M

IN.

1/3 'D

'2" M

IN.

ENGINEERED DESIGNED REQUIRED FOR CONNECTION,RAFTER SPAN (SEE PAGE 3)

WHEN PURLIN USED TO REDUCE RAFTER SPAN

INTERIOR SHEAR WALL AT ATTIC

EDGE NAIL

B.N. 8d@6" OC

2X BLOCKINGW/ FRAMINGANCHOR

EDGE NAIL

EDGE NAIL

CEILING JOIST

PERPENDICULARTO ROOF RAFTERS

EDGE NAIL

B.N. 8d@6" OC

EDGE NAIL

EDGE NAIL

2X BLOCKING

ROOF RAFTER

PARALLEL TOROOF RAFTERS

ROOF RAFTER

GABLE SUPPORT

2X4 @ 4' O.C.

2X CEILING JOIST

2X BLOCKING

2X SLOPEDROOF RAFTER

3- 10d NAILS

ROOF RAFTER


Page 6 of 8

NOTES:1. BRACED WALL LINES AT EXTERIOR WALLS SHALL HAVE A BRACED WALL

PANEL LOCATED AT EACH END OF THE BRACED WALL LINE.EXCEPTION: FOR METHOD WSP , THE BRACED WALL PANEL SHALL BEPERMITTED TO BEGIN NO MORE THAN 8 FEET FROM EACH END OF THEBRACED WALL LINE PROVIDED:

H (H

EIGH

T OF

PAN

EL) 1

0' MA

X.

NO PENETRATIONSPERMITTED IN BRACEDWALL PANELS

SEE NOTE 1.

48" MIN. FOR METHOD WSPAND96" MIN. FOR GB & PCP

UP TO 8'

24"24"

METHOD WSPBRACING ONLY

A MIN. 24" PANEL IS APPLIED TO EACH SIDE.THIS 24" WIDE PANEL DOES NOT COUNT AS BRACING

A

B

OR

UP TO 8'METHOD WSPBRACING ONLY

1800 LBF HOLD-DOWN DEVICES REQUIRED ATTHE ENDS OF EACH BRACED WALL PANEL

2. MIXING BRACING METHODS WITHIN A BRACED WALL LINE IS NOT PERMITTED.3. INTERIOR BRACE WALL PANEL SHALL BE LOCATED NOT MORE THAN 12.5-FT

FROM THE END OF A BRACED WALL LINE AND THE TOTAL COMBINEDDISTANCE FROM EACH END SHALL NOT EXCEED 12.5 FT AS DEMONSTRATEDIN FIGURE R602.10.1.4(2) OF THE LARC

4. HOLD-DOWN DEVICE SHALL BE APPROVED BY CURRENT LOS ANGELES CITYRESEARCH REPORT.

25'-0

" MAX

. (TY

P)

BRACED WALL LINE LENGTH

DESIGNATED BRACEDWALL LINE (BWL)

BWL

BWL BWL BWL

4' MAX OFFSET4' MAX OFFSET

BRAC

ED W

ALL L

INE

LENG

TH

25'-0" MAX. (TYP)

BRACED WALL PANEL REQUIREMENTS

CL CL

(c)

(a,d) (b,d) (c)

(c)

BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY

Roof/Ceiling Dead Load = 15-psf Wall Height = 10-ft Floor Dead Load = 10-psf Braced Wall Line Spacing = 25-ft

Minimum Total Length of Braced Wall Panels Required Along each Braced Wall Line

(ft)

Seismic Design Category (SDC) Story Location Braced Wall Line Length Methods GB a, d and PCP b, d Method WSP c

SDC D2

10 8 4

20 16 5

30 24 7.5

40 32 10

50 40 12.5

(a). Method GB (Gypsum Board) = ½‐in. minimum thickness gypsum board with 1‐1/2‐in. galvanized roofing nail, or 1‐1/4‐in. screws, Type W or S. for exterior sheathing, or 5d cooler nail, 0.086‐in. diameter, 1‐5/8‐in. long, 15/64‐in head for interior gypsum board. Maximum fastener spacing shall be 7‐in. o.c. at panel edges, including top and bottom plates, and along intermediate supports. When method GB panels are applied to only one face of a braced wall panel, the minimum total length in the table shall be doubled. (b). Method PCP (Portland Cement Plaster) = 7/8‐in. minimum thickness Portland cement plaster with 1‐1/2‐in., 11‐gage, 7/16‐in. head nails at 6‐in. spacing (16‐in stud spacing required). ½‐in. minimum gypsum wallboard shall be installed on the side of the wall opposite the bracing material, except when the minimum total length of braced wall panel in the Table is multiplied by a factor of 1.5. (c). Method WSP (Wood Structural Panel) = 15/32‐in. minimum thickness wood structural panel with 8d common (2‐1/2‐in x 0.131‐in.) nails at 6‐in. spacing along panel edges, 12‐in. spacing at intermediate supports, and 3/8‐in. distance to panel edge. ½‐in. minimum thickness gypsum wall board shall be installed on the side of the wall opposite the bracing material, except when the minimum total length of braced wall panel in the Table is multiplied by a factor of 1.5. (d). Method GB and PCP braced wall panel height to width ratio (h/w) shall not exceed 1:1. (e). Multiply required braced wall panel lengths specified in the table by 1.32 when combined Roof Ceiling Dead load is between 15 psf and 25 psf.


Page 7 of 8

GARAGE FLOORIN G

ARAG

E

WATER HEATERS

SEISMIC STRAPS: TWO MIN.REFER TO IB P/PC 2011-002FOR REQUIREMENTS

4"

24" M

AX

NOTE: NO GAS-FIRED WATER HEATER ALLOWED IN BEDROOMS, BATHROOMS,CLOTHES CLOSETS, OR ANY SPACE OPENING INTO A BEDROOM OR BATHROOM.

ROOF SLOPE:FLAT TO 6:12

FOR

ROOF

SLO

PE:

FLAT

TO

6:12RE

COME

NDAT

ION

EXTE

RIOR

WAL

L

T&P VALVE PIPED TO EXTERIOR3/4" MIN. PIPE. NO THREADSALLOWED IN BOTTOM PIPING

FLOOR LEVEL

OPENABLEAREA

OPENABLEAREA

EMERGENCY ESCAPE/ RESCUE OPENING (R310)

SINGLE CASEMENT: 2-4 X 4-0, 2-6 X 3-6DOUBLE CASEMENT: 4-8 X 4-0CASEMENT/ FIXED COMBO: 7-0 X 4-0OTHER WINDOW TYPES: AWNING & BAY W/ FIXED CENTER: NONE W/O MANUF. DATA

SINGLE/ DOUBLE HUNG: 3-0 X 5-0, 3-0 X 5-6 ,3-4 X 5-0, 3-8 X 5-0, 4-0 X 5-0SINGLE/ FIXED COMBO: NONE W/O MANUF. DATA

SLIDER: 4-0 X 4-0 5-0 X 3-6 6-0 X 3-0SLIDER/ FIXED COMBO: 8-0 X 4-0 10-0 X 4-0 12-0 X 3-0

NOTE: SIZES ARE TAKEN FROM DATA SUPPLIED BYWINDOW MANUFACTURERS. HOWEVER, THESE AREGENERAL DIMENSIONS AND MUST BE VERIFIED WITHACTUAL WINDOWS INSTALLED TO MEET MINIMUMEGRESS REQUIREMENTS.

TRENCHES AT FOOTINGS GIRDER (R317.1 / R502.6)

P.T. SILL

FLOOR GIRDER

CONC. FOUND. WALL

MIN. SIZE WINDOWFOR 20" CLEAR WIDTH AND5.0 S.F. OPENABLE AREA

MIN. SIZE WINDOWFOR 24" CLEAR HEIGHT AND 5.0S.F. OPENABLE AREA

1. 20" MIN. CLEAR WIDTH2. 24" MIN. CLEAR HEIGHT3. 5.0 SF MIN. OPENABLE AREA AT GRADE-FLOOR ONLY, 5.7 SF MIN. ELSEWHERE.

THE FOLLOWING WINDOW SIZES WILL BE THE MINIMUM ALLOWED FOR 5.0 SF.

3" MIN. BEARING

TOP

1/3BO

TTOM

1/3

LISTED CAP

24" MIN.

PER. MANUF.RECOMMENDATION

12" M

IN.

PER

MANU

F.

6" M

IN.

RAIS

E 18

"

20" CLEAR

36" C

LEAR

24" C

LEAR

44" M

AX

44" M

AX

30" CLEAR

1'-6" MIN.

1/2" MIN. CLEAR ON TOPS,SIDES AND ENDS

WATER HEATER VENT AND ACCESS REQUIREMENTS

SEE LA MECHANICAL CODE SEC. 802.6FOR ROOF SLOPE STEEPER THAN 6:12

1:1


Page 8 of 8

PIPE BOLLARD OR OTHERPROTECTIVE MEASUREWHEN APPLIANCES ARESUBJECT TO DAMAGE3" MIN. DIA.

DOOR SHALL BE A SELF-CLOSING & SELF-LATCHING 1-3/8" THICK SOLID WOOD ORSOLID OR HONEYCOMB CORE STEEL DOOR OR 20-MIN. FIRE RATED DOOR. (R302.5.1)NOTE: THE GARAGE SHALL NOT OPEN INTO A SLEEPING ROOM.

22" X 30" ATTIC ACCESS, OR 30" X 30" IF FURNACE IS IN ATTIC. MINHEADROOM OF 30". (R807.1, MC 904.11)

16"X24" UNDERFLOOR ACCESS THROUGH A PERIMETER WALL (R408.4)

6' HIGH NONABSORBENT SURFACE@ SHOWER WALLS (R307.2)

VENTILATION: (R303) ALL ROOMS REQUIRE NATURAL VENTILATION BY MEANS OFOPENABLE WINDOWS MIN. 4% OF THE FLOOR AREA OF THE ROOM. BATHROOMS,WATER CLOSET COMPARTMENTS AND SIMILAR ROOMS SHALL BE PROVIDED WITHAGGREGATE GLAZING AREA IN WINDOWS OF NOT LESS THAN 3 SQ. FT. ONE HALFOF WHICH MUST BE OPENABLE WHEN MECHANICAL VENTILATION IS NOT PROVIDED.

LIGHT: (R303) ALL ROOMS REQUIRE NATURAL LIGHT BY MEANS OF EXTERIORWINDOWS OR SKYLIGHTS MIN. 8% OF THE FLOOR AREA OF THE ROOM.

SA

SA

SASA

12"X

12"

TUB

ACCE

SS

18' M

IN. C

LR.

SEE NOTE 2 (TYP.)

30" MIN.(PC 407.5)

MINIMUM ROOM DIMENSIONS: (R304 & R305)1. AT LEAST ONE HABITABLE ROOM SHALL HAVE NOT LESS THAN 120 SF. AND OTHER

HABITABLE ROOMS SHALL HAVE A FLOOR AREA OF NOT LESS THAN 70 SF.2. HABITABLE ROOMS SHALL NOT BE LESS THAN 7 FT. IN ANY HORIZONTAL

DIMENSION.3. HABITABLE SPACE, HALLWAYS, BATHROOMS, TOILET ROOMS, AND LAUNDRY

ROOMS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7 FT.

1/2" GYPSUM BOARD TO ROOF LINE(TABLE R302.6)

(12-12-2010) X:\Ara Sargsyan's Documents\WFPP\PAGE 8.dwg

DRYER VENT 4" Ø MIN.;14' MAX.W/ TWO 90° BENDS FOR METAL DUCT;6' MAX. FOR FLEX DUCT CONNECTOR

ALL WINDOWS WITHIN 24" OFDOORS SHALL BE TEMPERED(R308.4)

F

BATHROOMS SHALL BE PROVIDED WITH 50 CFMINTERMITTENT VENTILATION EXHAUSTED DIRECTLY TO THE OUTSIDE (R303.3)

18"X24" UNDERFLOOR ACCESS (R408.4)

24" MIN. CLEAR INFRONT OF TOILET (PC 407.5)

IF LESS THAN 60" ABOVE STANDING SURFACE (R308.4),WINDOWS AT SHOWERS & TUBS SHALL BE TEMPERED.

SHOWER DOORS SHALL SWING OUT. NET AREA OF SHOWERRECEPTOR SHALL BE MIN. 1024 SQ. IN. OF FLOOR AREA, ANDENCOMPASS 30 IN. Ø CIRCLE (PC 411.7)

GLAZING SHALL MEET THE FOLLOWING:U-FACTOR = 0.38 MAX, SHGC - 0.31 MAX. GLAZING AREA LIMITS:20% MAX OF TOTAL FLOOR AREA.5% MAX OF THAT CAN BE WEST FACING.OTHERWISE PROVIDE TITLE 24 ENERGY CALCS.

EMERGENCY ESCAPE / RESCUE WINDOW (SEE PAGE 7)

CMA

CMA

SEE NOTE 4

(SEE NOTE 3)

NOTES:1. AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SHALL BE DESIGNED AND INSTALLED IN

ACCORDANCE WITH SECTION R313.3 OR NFPA 13D FOR A NEW ONE- AND TWO-FAMILYDWELLING AND TOWNHOUSES. (R313)

2. CARBON MONOXIDE ALARMS (CMA) AND SMOKE ALARMS (SA) ARE REQUIRED FORALTERATIONS, REPAIRS OR ADDITIONS WHERE A PERMIT VALUATION EXCEEDS $1,000:A. CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN EXISTING DWELLINGS OR SLEEPING

UNITS THAT HAVE ATTACHED GARAGES OR FUEL-BURNING APPLIANCES. LOCATE SUCHALARMS OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THEIMMEDIATE VICINITY OF THE BEDROOM(S).

B. SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM AND OUTSIDE OF EACHSEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S).

3. GARAGE FLOOR SURFACE SHALL BE OF APPROVED NON-COMBUSTIBLE MATERIAL. (R309)4. DUCTS PENETRATING WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE

SHALL BE CONSTRUCTED OF A MIN. 26 GAGE SHEET STEEL OR APPROVED MATERIAL.(R302.5)5. EVERY INTERIOR DOOR IN A DOORWAY THROUGH WHICH OCCUPANTS PASS SHALL HAVE A

MINIMUM WIDTH OF 32"

SEE NOTE 2 (TYP.)

UNDER-FLOOR SPACES SHALL BE VENTILATED BY OPENINGS INTO THEUNDER-FLOOR SPACE EXTERIOR WALLS. SUCH OPENINGS SHALL HAVE A NETAREA OF NOT LESS THAN 1 SQUARE FOOT FOR EACH 150 SQUARE FEET OFUNDER-FLOOR AREA. ONE VENTILATION OPENINGS SHALL BE LOCATED WITHIN3-FT. OF EACH CORNER OF THE BUILDING AND PROVIDE CROSS VENTILATION.VENTILATION OPENINGS SHALL BE COVERED WITH CORROSION RESISTANTMESH W/ LEAST DIMENSION NOT EXCEEDING 1/4".

THE NET FREE VENTILATING AREA OF ENCLOSED ATTICS AND ENCLOSEDRAFTER SPACES SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE SPACEVENTILATED, EXCEPT THAT REDUCTION OF TOTAL THE AREA TO 1/300 ISPERMITTED PROVIDED THAT AT LEAST 50% AND NOT MORE THAN 80% OF THEREQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THEUPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3-FEET ABOVEEAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATIONPROVIDED BY EAVE OR CORNICE VENTS. AS AN ALTERNATIVE, THE NET FREECROSS-VENTILATION AREA MAY BE REDUCED TO 1/300 WHEN A CLASS I ORCLASS II VAPOR BARRIER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THECEILING. A MINIMUM OF 1-INCH CLEARANCE SHALL BE PROVIDED BETWEEN THEINSULATION AND ROOF SHEATHING.

16' CLR. WIDTH

As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request,will provide reasonable accommodation to ensure equal access to its programs, services and activities. For efficient handling of information internally and in theinternet, conversion to this new format of code related and administrative information bulletins including MGD and RGA that were previously issued will also allowflexibility and timely distribution of information to the public.

Page 1 of 8

INFORMATION BULLETIN / PUBLIC – BUILDING CODEREFERENCE NO.: LARC Effective: 01-01-2011DOCUMENT NO. P/BC 2011-004 Revised:Previously Issued As: P/BC 2008-004

WOOD FRAME PRESCRIPTIVE PROVISIONS ONE STORY RESIDENTIAL CONSTRUCTION ONLY

The wood frame prescriptive provisions are for one and two family dwellings and townhousesof wood frame construction, not exceeding one story in height. This Information Bulletin is forinformation and reference only and is not a substitute for accurate drawings prepared for eachproposed construction project.

LARC refers to the Los Angeles City Residential Code. The number following R referencesthe code section within the Los Angeles City Residential Code.

FOOTINGS ON EXPANSIVE SOILS

Footing systems on expansive soil shall be constructed in a manner that will minimize damageto the structure from movement of the soil. All soil in the City of Los Angeles is consideredexpansive unless proven otherwise by an approved soils report.

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

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

3. Footings shall be reinforced with four ½-inch diameter deformed reinforcing bars. Two barsshall be placed 4 inches from the bottom of the footing and two bars within 4 inches fromthe top of the footing. Reinforcement shall have minimum 3-inch concrete cover forconcrete cast against earth and reinforcement not exceeding 5/8-inch shall have minimum1-1/2-inch concrete cover when not cast against earth.

4. Concrete floor slabs on grade shall be placed on a 4-inch fill of coarse aggregate or on a 2-inch sand bed covered with a minimum 6 mil moisture barrier membrane. The slabs shallbe at least 31/2 inches thick and shall be reinforced with ½” diameter deformed reinforcingbars. Reinforcing bars shall be spaced at intervals not exceeding 16 inches each way.

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

6. All drainage adjacent to footings shall be conducted away from the structure by a 3-ft widesloped apron draining into an approved non-erosive device.


SHEET TITLE

DESCRIPTION



MARK DATE

050815-01

SHEET 9 OF 13

A-8

CONSULTANTS

CONSULTANTS



/Use

rs/m

ario

lua/

Des

ktop

/Des

ktop

fol

ders

/690

2 A

LDE

A AV

E/6

902

ALD

EA

AVE

AD

DIT

ION

.pln


IRELAND


TITLE 24

ROOM ADDITION


Encino,Ca. 91436(818)-667-8428

CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01

Project Name: Residential Building Calculation Date/Time: 20:45, Wed, Jul 22, 2015 Page 1 of 7

Calculation Description: Title 24 Analysis Input File Name: 6902 ALDEA AVE.xml

Registration Number: Registration Date/Time: HERS Provider:

CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-07082015-710 Report Generated at: 2015-07-22 20:46:24

GENERAL INFORMATION

01 Project Name Residential Building

02 Calculation Description Title 24 Analysis

03 Project Location 6902 ALDEA AVE

04 City VAN NUYS 05 Standards Version Compliance 2015

06 Zip Code 91406 07 Compliance Manager Version BEMCmpMgr 2013-3c (710)

08 Climate Zone CZ9 09 Software Version EnergyPro 6.5

10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 90

12 Project Scope Newly Constructed (Addition Alone) 13 Number of Dwelling Units 1

14 Total Cond. Floor Area (ft2) 677.3 15 Number of Zones 1

16 Slab Area (ft2) 0 17 Number of Stories 1

18 Addition Cond. Floor Area 677.3 19 Natural Gas Available Yes

20 Addition Slab Area (ft2) 0 21 Glazing Percentage (%) 9.2%

This compliance analysis is valid only for permit applications through July 31, 2015

COMPLIANCE RESULTS

01 Building Complies with Computer Performance

02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider.

03 This building incorporates one or more Special Features shown below

ENERGY USE SUMMARY

04 05 06 07 08

Energy Use (kTDV/ft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement

Space Heating 14.74 14.89 -0.15 -1.0%

Space Cooling 43.88 39.88 4.00 9.1%

IAQ Ventilation 1.44 1.44 0.00 0.0%

Water Heating 30.06 32.09 -2.03 -6.8%

Photovoltaic Offset ---- 0.00 0.00 ----

Compliance Energy Total 90.12 88.30 1.82 2.0%

215-N0202828A-000000000-0000 2015-07-22 21:06:30 CalCERTS inc.






REQUIRED SPECIAL FEATURES

The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis.

• Ducts with high level of insulation• Window overhangs and/or fins

HERS FEATURE SUMMARY

The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail isprovided in the building components tables below.

Building-level Verifications:• Building Envelope Air LeakageCooling System Verifications:• Minimum Airflow• Fan Efficacy Watts/CFMHVAC Distribution System Verifications:• Duct Sealing• (null)Domestic Hot Water System Verifications:• -- None --

ENERGY DESIGN RATING

This is the sum of the annual TDV energy consumption for energy use components included in the performance compliance approach for the Standard Design Building (Energy Budget) and the annualTDV energy consumption for lighting and components not regulated by Title 24, Part 6 (such as domestic appliances and consumer electronics) and accounting for the annual TDV energy offset by anon-site renewable energy system.

Reference Energy Use Energy Design Rating Margin Percent Improvement

Total Energy (kTDV/f2-yr)* 141.43 139.61 1.82 1.3%

* includes calculated Appliances and Miscellaneous Energy Use (AMEU)

BUILDING - FEATURES INFORMATION

01 02 03 04 05 06 07

Project Name Conditioned Floor Area (ft2)Number of Dwelling

Units Number of Bedrooms Number of ZonesNumber of Ventilation

Cooling SystemsNumber of WaterHeating Systems

Residential Building 677.3 1 1 1 0 1

ZONE INFORMATION

01 02 03 04 05 06 07

Zone Name Zone Type HVAC System NameZone Floor Area

(ft2)Avg. Ceiling

Height Water Heating System 1 Water Heating System 2

Zone 1 Conditioned HVAC System1 677.3 8 DHW Sys 1

215-N0202828A-000000000-0000 2015-07-22 21:06:30 CalCERTS inc.






OPAQUE SURFACES

01 02 03 04 05 06 07 08

Name Zone Construction Azimuth Orientation Gross Area (ft2) Window & Door Area (ft2) Tilt (deg)

Front Wall Zone 1 R-15 Wall 90 Front 340.8 108 90

Left Wall Zone 1 R-15 Wall 180 Left 127.2 20 90

Rear Wall Zone 1 R-15 Wall 270 Back 340.8 53 90

Right Wall Zone 1 R-15 Wall 0 Right 127.2 27 90

Roof Zone 1 R-30 Roof Attic 677.3

Raised Floor Zone 1 R-19 Floor Crawlspace 677.3

ATTIC

01 02 03 04 05 06 07 08

Name Construction Type Roof Rise Roof Reflectance Roof Emittance Radiant Barrier Cool Roof

Attic Zone 1 Attic RoofZone 1 Ventilated 5 0.1 0.85 No No

WINDOWS

01 02 03 04 05 06 07 08 09 10

Name Type Surface (Orientation-Azimuth) Width (ft) Height (ft)Multipli

erArea(ft2) U-factor SHGC Exterior Shading

Window Window Front Wall (Front-90) 3.0 5.0 1 15.0 0.39 0.37 Insect Screen (default)

Window 2 Window Front Wall (Front-90) 5.0 4.0 1 20.0 0.39 0.37 Insect Screen (default)

Window 3 Window Right Wall (Right-0) ---- ---- 1 27.0 0.39 0.37 Insect Screen (default)

DOORS

01 02 03 04

Name Side of Building Area (ft2) U-factor

Door Front Wall 53.0 0.50

Door 2 Front Wall 20.0 0.50

Door 3 Left Wall 20.0 0.50

Door 4 Rear Wall 53.0 0.50

215-N0202828A-000000000-0000 2015-07-22 21:06:30 CalCERTS inc.






OVERHANGS AND FINS

01 02 03 04 05 06 07 08 09 10 11 12 13 14

Overhang Left Fin Right Fin

Window Depth Dist UpLeft

ExtentRightExtent Flap Ht. Depth Top Up DistL Bot Up Depth Top Up Dist R Bot Up

Window 0 0 0 0 0 2 0 0.1 0 0 0 0 0

Window 2 0 0 0 0 0 0 0 0 0 0 0 0 0

OPAQUE SURFACE CONSTRUCTIONS

01 02 03 04 05 06 07

Construction Name Surface Type Construction Type FramingTotal Cavity

R-valueWinter Design

U-value Assembly Layers

Attic RoofZone 1 Attic Roofs Wood Framed Ceiling2x4 Top Chord of Roof Truss @ 24

in. O.C. none 0.644

• Cavity / Frame: no insul. / 2x4 Top Chrd• Roof Deck: Wood Siding/sheathing/decking• Roofing: Light Roof (Asphalt Shingle)

R-19 Floor CrawlspaceFloors OverCrawlspace Wood Framed Floor 2x6 @ 16 in. O.C. R 19 0.049

• Floor Surface: Carpeted• Floor Deck: Wood Siding/sheathing/decking• Cavity / Frame: R-19 / 2x6

R-15 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. R 15 0.089

• Inside Finish: Gypsum Board• Cavity / Frame: R-15 / 2x4• Exterior Finish: Wood

Siding/sheathing/decking

R-30 Roof AtticCeilings (below

attic) Wood Framed Ceiling 2x4 @ 24 in. O.C. R 30 0.032

• Inside Finish: Gypsum Board• Cavity / Frame: R-9.1 / 2x4• Over Floor Joists: R-20.9 insul.

BUILDING ENVELOPE - HERS VERIFICATION

01 02 03 04

Quality Insulation Installation (QII) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage ACH @ 50 Pa

Not Required Not Required Required 397.3

WATER HEATING SYSTEMS

01 02 03 04 05 06

Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction (%)

DHW Sys 1 - 1/1 DHW Standard DHW Heater 1 1 .0%

215-N0202828A-000000000-0000 2015-07-22 21:06:30 CalCERTS inc.






WATER HEATERS

01 02 03 04 05 06 07 08

Name Heater Element Type Tank TypeTank Volume

(gal)Energy Factor or

Efficiency Input Rating

Tank ExteriorInsulation

R-valueStandby Loss

(Fraction)

DHW Heater 1 Natural Gas Small Storage 50 0.575 40000-Btu/hr 0 0

WATER HEATING - HERS VERIFICATION

01 02 03 04 05 06 07

Name Pipe Insulation Parallel Piping Compact Distribution Point-of UseRecirculation

ControlCentral DHWDistribution

DHW Sys 1 - 1/1 --- --- --- --- --- ---

SPACE CONDITIONING SYSTEMS

01 02 03 04 05 06

SC Sys Name System Type Heating Unit Name Cooling Unit Name Fan Name Distribution Name

HVAC System1Other Heating and Cooling

SystemHeating Component 1 Cooling Component 1 HVAC Fan 1 Air Distribution System 1

HVAC - HEATING UNIT TYPES

01 02 03

Name Type Efficiency

Heating Component 1 CntrlFurnace - Fuel-fired central furnace 80.7 AFUE

HVAC - COOLING UNIT TYPES

01 02 03 04 05 06 07

Efficiency

Zonally ControlledMulti-speedCompressor

Name System Type EER SEER HERS Verification

Cooling Component 1 PkgAirCond 11.3 13 Not Zonal Single SpeedCooling Component

1-hers-cool

215-N0202828A-000000000-0000 2015-07-22 21:06:30 CalCERTS inc.






HVAC COOLING - HERS VERIFICATION

01 02 03 04 05 06

Name Verified Airflow Airflow Target Verified EER Verified SEERVerified Refrigerant

Charge

Cooling Component 1-hers-cool Required 350 Not Required Not Required Not Required

HVAC - DISTRIBUTION SYSTEMS

01 02 03 04 05 06 07

Name Type Duct Leakage Insulation R-value Duct Location Bypass Duct HERS Verification

Air Distribution System 1 LowLlCod Sealed and tested 8 n/a NoneAir Distribution System

1-hers-dist

HVAC DISTRIBUTION - HERS VERIFICATION

01 02 03 04 05 06 07 08

Duct Leakage Duct Leakage Verified Duct Verified Duct Buried Deeply Buried Low-leakage

Name Verification Target (%) Location Design Ducts Ducts Air Handler

Air Distribution System 1-hers-dist Required 6.0 Required Not Required Not Required Not Required ---

HVAC - FAN SYSTEMS

01 02 03 04

Name Type Fan Power (Watts/CFM) HERS Verification

HVAC Fan 1 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1-hers-fan

HVAC FAN SYSTEMS - HERS VERIFICATION

01 02 03

Name Verified Fan Watt Draw Required Fan Efficiency (Watts/CFM)

HVAC Fan 1-hers-fan Required 0.58

215-N0202828A-000000000-0000 2015-07-22 21:06:30 CalCERTS inc.






DOCUMENTATION AUTHOR'S DECLARATION STATEMENT

1. I certify that this Certificate of Compliance documentation is accurate and complete.

Documentation Author Name: Documentation Author Signature:

Company: Signature Date:

Address: CEA/HERS Certification Identification (If applicable):

City/State/Zip: Phone:

RESPONSIBLE PERSON'S DECLARATION STATEMENT

I certify the following under penalty of perjury, under the laws of the State of California:1. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance.2. I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of

Regulations.3. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents,

worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.

Responsible Designer Name: Responsible Designer Signature:

Company: Date Signed:

Address: License:

City/State/Zip: Phone:

Mario Lua

Lua's Drafting & Designs

45051 Bevington Ave

Lancaster, CA 93535

2015-07-22 21:06:30

(818)-667-8428

Mario Lua


45051 Bevington Ave

Lancaster, CA 93535

2015-07-22 21:06:30

NA

(818)-667-8428

Mario Lua

Mario Lua

Digitally signed by CalCERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the

information.

215-N0202828A-000000000-0000 2015-07-22 21:06:30 CalCERTS inc.


SHEET TITLE

DESCRIPTION



MARK DATE

050815-01

SHEET 10 OF 13

A-9

CONSULTANTS

CONSULTANTS



/Use

rs/m

ario

lua/

Des

ktop

/Des

ktop

fol

ders

/690

2 A

LDE

A AV

E/6

902

ALD

EA

AVE

AD

DIT

ION

.pln


IRELAND


GREEN BUILDING

ROOM ADDITION


Encino,Ca. 91436(818)-667-8428

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

Revised 01‐01‐2014 Page 1 of 1 www.ladbs.org

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

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

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

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

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

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

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

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

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

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

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

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

FORM GRN 11


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

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

VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2,3

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

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

Clear Opaque

730 550

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

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

FORMALDEHYDE LIMITS1 Maximum Formaldehyde Emissions in Parts per Million.

PRODUCT CURRENT

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

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

SEALANT VOC LIMIT

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

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

SEALANT PRIMERS Architectural

Nonporous Porous

250 775

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

ADHESIVE VOC LIMIT 1,2

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

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

FORM

GRN 16


PLUMBING FIXTURE FLOW RATES Residential Occupancies

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

SECTION 4.303.1 FIXTURE FLOW RATES

FIXTURE TYPE MAXIMUM ALLOWABLE FLOW RATE

Showerheads 2 gpm @ 80 psi

Lavatory faucets, residential 1.5 gpm @ 60 psi1

Lavatory Faucets, nonresidential 0.4 gpm @ 60 psi2

Kitchen faucets 1.8 gpm @ 60 psi3

Gravity tank type water closets 1.28 gallons/flush4

Flushometer tank water closets 1.28 gallons/flush4

Flushometer valve water closets 1.28 gallons/flush4

Urinals 0.125 gallons/flush

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

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

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

FORM 2014 Los Angeles Green Building Code GRN 14

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

GREEN BUILDING CODE PLAN CHECK NOTES RESIDENTIAL BUILDINGS

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

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

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

3. Roofs with slopes ˂ 2:12 shall have an SRI value of at least 75 or both a

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

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

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

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

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

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

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

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

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

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

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

construction waste. (4.408.1)

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

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

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

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

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

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

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

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

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

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

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

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

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

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

01350 (4.504.4)

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

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

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

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

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

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

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

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

25. Newly installed bathroom exhaust fans shall be ENERGY STAR

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

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

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

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

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


SHEET TITLE

DESCRIPTION



MARK DATE

050815-01

SHEET 11 OF 13

A-10

CONSULTANTS

CONSULTANTS



/Use

rs/m

ario

lua/

Des

ktop

/Des

ktop

fol

ders

/690

2 A

LDE

A AV

E/6

902

ALD

EA

AVE

AD

DIT

ION

.pln


IRELAND


GREEN BUILDING

ROOM ADDITION


Encino,Ca. 91436(818)-667-8428


SHEET TITLE

12/13/14

CONSULTANTS

DESCRIPTION Start Date


Mario LuaML

MARK DATE

131314-02


SHEET 7 OF 14

A6

3/29/15 Revised 5/02/15 Revised

/Use

rs/m

ario

lua/

Des

ktop

/Des

ktop

fol

ders

/Gar

y an

d S

onia

Mos

sman

/Mos

sman

.pln

IRENE & ALFREDO SANCHEZ3413 E ROSEVIEW AVE

LOS ANGELES CA. 90065

GREEN NOTES AND DETAILS

Interior Remodel andNew Addition

For

Mario LuaDrafting & Design

Encino, CA 91436Phone (818) 667-8428 Fax (818) 907-8952

Draftsman & Designer

This drawings,specifications and ideas,designs thereby are and shall remain theproperty of Mario Lua (Draftsman) and no part thereof shall be copied disclosed toothers or used in connection with any work or project for which there have beenprepared and developed,without the written consent of Mario Lua, visual contactwith these drawings shall constitute evidence of acceptance of these restrictions.

Disclaimer

SHL ENGINEERING38414 DIVISION ST.

PALMDALE, CA. 93550Phone (661) 917-5989 Fax (818) 250-6151


SHEET TITLE

12/13/14

CONSULTANTS

DESCRIPTION Start Date


Mario LuaML

MARK DATE

131314-02


SHEET 7 OF 13

A6

/Use

rs/m

ario

lua/

Des

ktop

/Gar

y an

d S

onia

Mos

sman

/Mos

sman

.pln

MR & MRS MOSSMAN3417 ROSEVIEW AVE

LOS ANGELES CA. 90065

GREEN BUILDING NOTESAND DETAILS

Interior Remodel andNew Addition

For





Disclaimer




SHEET TITLE

/ /

CONSULTANTS

DESCRIPTION


Mario LuaML

MARK DATE

101313-01


SHEET 7 OF 15

A6

/Use

rs/d

rafts

man

2/D

eskt

op/S

arki

s D

erm

enjia

n/S

AR

KIS

FIN

AL1

7.pl

n

SARKIS DERMENJIAN12424 LITTLER PL

GRANADA HILLS CA.


New AdditionFor





Disclaimer



SHEET TITLE

3/15/13

CONSULTANTS

DESCRIPTIONRevisedml


4976 ODESA AVEMLuaMario Lua

MARK DATE

031513-002

SHEET 8 OF 9

A-8

Lua's Drafting & Design

4/03/13 Revisedml

/Use

rs/d

rafts

man

2/P

ublic

/Dro

p B

ox/4

976

Ode

ssa

Ave.

Enc

ino,

Ca.

914

36/F

INA

L/C

AD

FIL

ES

/497

6 O

desa

.pln

NICK MILIJASEVIK

4976 ODESA AVEENCINO, CA. 91436


REPLACEEXISTING WALLS

& ROOF. EXIST. FOOT

PRINT OF HOUSEREMAINS THE

SAME

LUA'S DRAFTING & DESIGNMario Lua

16155 High Valley Pl. Encino, CA 91436Phone (818) 667-8428 Fax (818) 907-8952



Disclaimer

ENERGY EFFICIENCY

"Each new appliance provided and installed meetsENERGY STAR if an ENERGY STAR designation isapplicable for the appliance" (9.210.1)

WATER EFFICIENCY AND CONSERVATION"The flow rates for all newly installed plumbing fixtures shallcomply whit the maximum flow rates in table 9.303.2"(9.303.1)

Installed automatic irrigation system controllers are

5.

8.

11.wheather - or soil-based controllers. (9.304.1)

MATERIAL CONSERVATION

Material delivered to the construction site shall be15.AND RESOURCE EFFICIENCY

protected from rain or other sources of moisture (9.407.4)

Construction waste shall be reduced by 50%. Document on16.plans how construction waste will be handled:a. City of Los Angeles certified hauler

JROF Disposal Services Inc

7154 Mooney Dr, Rosemead, CA 91770http://www.jrofdisposalservices.com(626) 329-2396

"An Operation and Maintenance Manual including, at a17.minimum, the items listed in Section 9.410.1, shall becompleted and placed in the building at the time of finalinspection." (6.410.1)

ENVIRONMENTAL QUALITY"All duct and other related air distribution componentopenings shall be covered whit tape, plastic, or sheetmetal until the final startup of the heating and cooling

20.

equipment." (9.504.1)

Architectural paints and coatings, adhesives, caulk and21.sealants shall comply whit the Volatile Organic Compound(VOC) limits listed in Tables 9.504.1-6.504.3(9.504.2.1-6.504.2.)3

a. "The VOC Content Verification Cheklist, Forn GRN 2,23. shall be completed and verified prior to final inspection approval. The manufacturer's specifications showing VOC content for all applicable products shall be readily available at the job site and be provided to fiels inspector for verification" (9.504.2.4)

b. All the new carpet installed in the building interior shall meet the testing and product requirements of one of the following:

i. Carpet and Rug Institute's Greem Label Plus Programii. California Department of Public Health Standard

Practice for the testing of VOCs (Specifications 01350)

iii. NSF/ANSI 140 at the Gold leveliv. Scientific Certification System Indoor Advance Gold

(9.504.3)

c. All the new carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute Green Label program. (9.504.3.1)

d. "50% of the total area receiving resilient flooring shall comply whit the VOC limits or be certified under the Resilent Floor Covering Institute (RFCI) FloorScore program." Identify the area receiving resilent flooring on the plans and compute the amount meeting the VOC limits. (9.504.4)

e. "New hardwood plywood, particle board, and medium density fiberboard compositive wood products used in the interior or exterior of the building shall meet the formaldehyde limits listed in the Table 9.504.5"

f. "The Formaldehyde Emissions verification Checklist Form GRN 3, shall be completed prior to final inspection approval. The Manufacturer's specifications showing formaldehyde content for all applicable wood products shall be readily available at the job site and be provided to the field indpector for verification." (9.504.5.1)

g. "Building materials whit visible sogn of water demage shall not be installed. Wall and floor framing shall not be enclosed until it is inspector and found to be satisfactory by the building inspector." (9.505.3)

h. "Newly installed bathroom exhaust fans shall be ENERGY STAR compliant and be ducted to terminate to the outside of the building." (9.506.1)

k. "The size and layout of the heating and air-conditioning systems shall be designed in accordance whit ACCA Manual J, ACCA 29-D and ACCA 36-S. ASHRAE handbooks." (9.507.2)

Note: In this project don't use resilient flooring

GREEN BUILDING NOTES & DETAILS

TRUSS

PLYWOOD SHEATH.

UNDERLAYMENT

VALLEY FLASHINGROOF SHINGLE CLASS "A"

HATCH LID PUSHES UPAND OVER FOR ACCESS

1/2" DRYWALL/MDF/AC PLYWOOD WITH RIGIDFOAM/BATT INSULATION LAYERED & GLUED(MATCH R-VALUE OF CEILING INSULATION)

FOAM AIRSEAL GASKET

ROOF TRUSSBOTTOMCHORD

CEILINGDRYWALL

BATT INSULATION OSB OR SIMILARINSULATION DAM TOHOLD INSULATIONAWAY FROM OPENING

LOOSE-FILLINSULATION

TRIM

ATTICC ACCESS DETAIL SILL FLASHING AT SLIDING GLASS DOOR

SLIDING SCREEN DOORSLIDING GLASS DOOR (TYP.)

SLIDING GLASS DOOR FRAME

CAULK/SEALANT OR SOLDERBETWEEN PAN FLASHING ANDDECK FLASHING

CAULK/SEALANT BETWEENFRAME AND FLASHING

SEAL ALL PENETRATIONSTHROUGH PAN

SILL OR PAN FLASHINGCOUNTER-FLASHES DECKFLASHING AND/OR WEATHERRESISTIVE-BARRIERPROTECTIONG WALL BELOW

DECK FLASHING

WEATHER-RESISTIVEBARRIER

SHUR-DECK WATERPROOF

DECK SYSTEM (SEE DETAIL

SHEET 6-A)

CROSS-SECTION OF WINDOW SHOWINGINTEGRATION OF STRUCTURE'S WEATHERRESISTIVE SYSTEM IN A WALL WITH PORTLANDCEMENT STUCCO EXTERIOR WALL COVERING

STUCCO

FLASHING UNDER SILL

METAL LATHE

TWO LAYERS OF WEATHERRESISTIVE-BARRIER

WOOD STRUCTURAL PANEL



FLASHING OVER DRIP CAP

STUCCO

METAL LATHE

SEALANT

ROOF VALLEY DETAIL

OPENINGS AT EXTERIOR WALLS



CLOSED OPENING ANNULARSPACES AROUND PIPES,ELECTRIC CABLES, CONDUITOR OTHER OPENINGS INEXTERIOR WALLS WHITMORTER AND STUCCO

STUCCO

METAL LATHE

STUD 2x4

STUD 2x4

2011 Los Angeles Green Building Code FORM and 2012 CALGreen Supplement GRN 14

Revised�8Ͳ16Ͳ2012 Page 1 of 1 www.ladbs.org�

GREEN BUILDING CODE PLAN CHECK NOTES RESIDENTIAL BUILDINGS UP TO SIX STORIES

1. For new dwellings and townhouses, provide one 208/240 V 40amp, grounded AC outlets or panel capacity and conduit for the future installation of a 208/240V 40amp, grounded AC outlet. (4.106.6)

2. For additions resulting in over 2,000 square feet of new roof area, a

conduit termination shall be provided adjacent to an unobstructed and contiguous area of at least 250 square feet that has been designated as suitable for the for the future installation of a solar energy system. The conduit shall be labeled as per the Los Angeles Fire Department requirements. (9.211.4)

3. Each appliance provided and installed meets ENERGY STAR if an

ENERGY STAR designation is applicable for that appliance. (4.210.1, 9.210.1)

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

maximum flow rates in Table 4.303.2/ Table 9.403.2. (4.303.1, 9.303.1)

5. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads controlled by a single valve shall not exceed the flow rates specified in the maximum allowable flow rate column contained in Table 4.303.2 or the shower shall be designed to only allow one showerhead to be in operation at a time.

(CALGreen 4.303.2, 9.303.2) 6. Installed automatic irrigation system controllers shall be weather- or

soil-based controllers. (4.304.1, 9.304.1)

7. For projects that include landscape work, the Landscape Certification, Form GRN 12, shall be completed prior to final inspection approval.

(State Assembly Bill No. 1881) 8. Annular spaces around pipes, electric cables, conduits, or other

openings in the building’s envelope at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry, or metal plates. Piping prone to corrosion shall be protected in accordance with Section 313.0 of the Los Angeles Plumbing Code. (4.406.1, 9.406.1)

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

or other sources of moisture. (4.407.4, 9.407.4) 10. Only a City of Los Angeles certified hauler will be used for hauling of

construction waste. (4.408.1, 9.408.1) 11. For all new equipment, an Operation and Maintenance Manual

including, at a minimum, the items listed in Section 4.410.1, shall be completed and placed in the building at the time of final inspection. (4.410.1, 9.410.1)

12. All new gas fireplaces must be direct-vent, sealed combustion type.

Wood burning fireplaces are prohibited per AQMD Rule 445. (4.503.1, 9.503.1, AQMD Rule 445)

13. All duct and other related air distribution component openings shall be covered with tape, plastic, or sheet metal until the final startup of the heating, cooling and ventilating equipment. (4.504.1, 9.504.1)

14. The VOC Content Verification Checklist, Form GRN 2, shall be

completed and verified prior to final inspection approval. The manufacturer’s specifications showing VOC content for all applicable products shall be readily available at the job site and be provided to the field inspector for verification. (4.504.2.4, 9.504.2.4)

15. Architectural paints and coatings, adhesives, caulks and sealants shall comply with the Volatile Organic Compound (VOC) limits.

(4.504.2, 9.504.2) 16. All new carpet installed in the building interior shall meet the testing

and product requirements of one of the following: a. Carpet and Rug Institute’s Green Label Plus Program b. California Department of Public Health’s Specification 01350 c. NSF/ANSI 140 at the Gold level d. Scientific Certifications Systems Indoor Advantage™ Gold (4.504.3, 9.504.3)

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

requirements of the Carpet and Rug Institute Green Label program. (4.504.3.1, 9.504.3.1)

18. 50% of the total area receiving resilient flooring shall comply with one

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

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

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

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

01350 (CALGreen 4.504.4, 9.504.4)

19. New hardwood plywood, particle board, and medium density

fiberboard composite wood products used in the interior or exterior of the building shall meet the formaldehyde limits listed in Table 4.504.5/ Table 9.504.5. (4.504.5, 9.504.5)

20. The Formaldehyde Emissions Verification Checklist, Form GRN 3,

shall be completed prior to final inspection approval. The manufacturer’s specifications showing formaldehyde content for all applicable wood products shall be readily available at the job site and be provided to the field inspector for verification.(4.504.5.1, 9.504.5.1)

21. A 4-inch thick base of ½ inch or larger clean aggregate shall be provided for proposed slab on grade construction.(4.505.2.1, 9.505.2.1)

22. A vapor barrier shall be provided in direct contact with concrete for

proposed slab on grade construction. (4.505.2.1, 9.505.2.1)

23. Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed until it is inspected and found to be satisfactory by the building inspector. (4.505.3, 9.505.3)

24. Newly installed bathroom exhaust fans shall be ENERGY STAR

compliant and be ducted to terminate to the outside of the building. Provide the manufacturer’s cut sheet for verification.(4.506.1, 9.506.1)

25. Newly installed bathroom exhaust fans, not functioning as a

component of a whole house ventilation system, must be controlled by a humidistat which shall be readily accessible. (4.506.1, 9.506.1)

26. New whole house exhaust fans shall have covers or louvers which

close when the fan is off and that are insulated with a minimum insulation value of R-4.2. (4.507.1, 9.507.1)

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

using ANSI/ACCA Manual J-2004, ANSI/ACCA 29-D-2009 or ASHRAE handbooks and have their equipment selected in accordance with ANSI/ACCA 36-S Manual S-2004. (CALGreen 4.507.2, 9.507.2)

5/15/15, 12:26 PMFind rated products - Cool Roof Rating Council

Page 1 of 1http://coolroofs.org/products/results/P25

SRI

EXPORT ALL PRODUCTSPRINT

1 SEARCH RESULTSSelected filters

Keywords: 0890-0006Manufacturer: Owens Corning Roofing and Asphalt, LLC

CRRC PROD. ID MANUFACTURER: BRANDMODEL

PRODUCT TYPE COLOR SOLAR REFLECTANCE THERMAL EMITTANCE MOREINFO

initial 3 year initial 3 year initial 3 year

0890-0006 Owens Corning Roofing and Asphalt, LLC:Duration® Premium

Cool Shingles Sunrise

Steep Slope: AsphaltShingles

Red, Orange,Yellow,Multicolor

0.26 0.28 0.89 0.91 26 30 +

COOL ROOF RATING COUNCIL 449 15th Street, Suite 400Oakland, CA 94612

TEL (866) 465-2523FAX (510) 482-4421

EMAIL: [email protected]

Certificate 3146.01