cd set

The information contained in these drawings is the property ofLewis Schoeplein Architects. Not to be used or reproduced forthis or any other project except by permission of the architect.

11533 W. Pico Blvd. Los Angeles, CA 90064

310.231.0300

lewis schoepleinarchitects

10.14.1511.25.1512.04.1512.18.1501.29.1602.02.16

Owner ReviewOwner ReviewOwner ReviewPlan CheckBid SetPlan Check Corrections

ISSUESDate No. Description

CHANRESIDENCE

L/Sa #15428.00

5528 W. 79th St.Los Angeles, CA 90045

ABBREVIATIONS

PROJECT DIRECTORY

PROJECT NAME: Chan Residence: Remodel & Addition

PROJECT ADDRESS: 5528 W. 79th St.Los Angeles, CA 90045

LEGAL DESCRIPTION:See Survey

PROJECT DESCRIPTION:Remodel of existing 1‐story residence, addition to existing 1‐story residence, andnew 1‐story recreation room.

APN: 4127‐022‐014TRACT: 16160MAP REF: Map Book 355 (Pages 37‐43)BLOCK: NoneLOT: 140ARB: None

COMMUNITY PLAN AREA: Westchester ‐ Playa del ReyAREA PLANNING COMMISSION: West Los Angeles

ZONE: R1‐1

OCCUPANCY GROUP: R‐3 / U (SFD with Attached Garage)

CONSTRUCTION: V‐B

BUILDING CODE: including but not limited to:2013 City of LA Building Code (LABC)2014 City of LA Green Building Codealong with any other local and state laws and regulations.

LOT SIZE: 8,316 SFHILLSIDE AREA: NoCOASTAL ZONE: NoBASELINE HILLSIDE ORD.: NoBASELINE MANSIONIZATION ORD.: YesSPECIFIC PLAN AREA: Los Angeles Coastal Transportation CorridorGENERAL PLAN USE: Low ResidentialMETHANE HAZARD SITE: Methane Buffer ZoneDESIGN REVIEW BOARD: NoVERY HIGH FIRE HAZARD ZONE: NoSPECIAL GRADING AREA: YesSTORIES: 1SPRINKLERS: No

PARKING SUMMARY:Required spaces per 12.21(A)(4)(a): 1 in existing garage

BUILDING CODE FLOOR AREA:

SCHOOL FEE FLOOR AREA:(Incl. exterior walls)

MAX. ALLOWABLE RFA: 3750 SF

RESIDENTIAL FLOOR AREA:

PROJECT DATA

OWNER:Eddie & Samantha Chan5528 W. 79th StreetLos Angeles, CA 90045

CHAN RESIDENCE

5528 W. 79TH ST.

LOS ANGELES, CA 90045

SHEET INDEX

Adj. Adjustable or Adjacent A.F.F. Above Finish Floor Alt. Alternate Approx. Approximate

Bldg. Building Blkg. Blocking B.O. Bottom of B.S. Both Sides

Cab. Cabinet C.L. Centerline Clg. Ceiling Clr. Clear C.M.U. Concrete Masonry Unit Col. Column Conc. Concrete Const. Construction Cont. Continuous Ctr. Center

Diam. Diameter Dbl. Double Det. Detail Dim. Dimension Dn. Down Dr. Door or Drain D.S. Downspout

E. East Ea. Each El. Elevation, vertical Elec. Electric Eq. Equal Equip. Equipment Exist'g or (E) Existing Ext. Exterior

F.D. Floor Drain F.F. Finish Face of Floor Fin. Finish Fl. Floor Flash. Flashing Flour. Fluorescent F.O. Face Of F.O.S. Face of Stud Ft. Feet or Foot Ftg. Footing Fur. Furring

Ga. Gauge Galv. Galvanized Gen. General G.C. General Contractor G.S.M. Galvanized Sheet Metal Gyp.Bd. Gypsum Board GWB Gypsum Wall Board

H.B. Hose BibbHdr. HeaderHdwd. HardwoodHdwr. HardwareHoriz. HorizontalH.P. High PointHtg. HeatingHt. Height

Incl. Included, ingInsul. InsulationInt. Interior

Jt. Joint

L. LengthLam. LaminatedLt. Light

Mat'l. MaterialMax. MaximumMech. MechanicalMfr. ManufacturerMin. MinimumMisc. MiscellaneousMtd. Mounted

N. NorthN.G. Natural GradeN.I.C. Not In Contract

O.C. On CenterO.H. Over HeadOpng. OpeningOpp. Opposite

Pav. PavingP.L. Property LineP.Lam. Plastic LaminatePlas. PlasterPlywd. PlywoodPr. PairP.T. Pressure TreatedPt. PointPtd. Painted

Qty Quantity

R. Riser or RadiusR.A.G. Return Air GrilleRec. RecessedRef. ReferenceReinf. ReinforcedReq'd RequiredRev. Revision or ReversedRfg. RoofingRm. RoomR.O. Rough Opening

S. South S.C. Solid CoreS.D. Smoke DetectorS.F. Square FeetSgl. SingleSht. SheetSim. SimilarSpec. SpecificationsSq. Square S.S. Select Structural or

Stainless SteelStd. StandardStl. SteelStor. Storage

T. TreadTemp. TemperedThk. ThickT.O. Top ofT.O.P. Top of PlateT.O.W. Top of WallT.P. Top of PavingTS Tubular SteelTyp. Typical

U.B.C. Uniform Building Code or Applicable Local Building Code

U.N.O./ Unless Noted OtherwiseU.O.N.

Var. VariesV.C.T. Vinyl Composition TileVent. VentilationVert. VerticalV.I.F. Verify in Field

W/ WithWd. WoodW.H. Water Heater or Weep Hole W/O WithoutW.P. WaterproofW.S. WeatherstrippingWt. Weight

REMODEL AND ADDITION

ARCHITECT:Lewis / Schoeplein Architects11533 W. Pico Blvd.Los Angeles, CA 90064Tel: 310.231.0300Fax: 310.231.0333Contact: Marc Schoeplein

Wall Type

Door Number

Window Number

Drawing Number

Sheet Number

Drawing Number

Sheet Number

Sheet Number

Drawing Number

Sheet Number

Drawing NumberOrientation

Drawing Number

Sheet Number

Control Point

(See Window Schedule)

WALL TYPE IDENTIFICATION1

1

INTERIOR ELEVATION

DETAIL REFERENCE

DATUM IDENTIFICATION

WALL SECTION

1

A7.1

1

A6.1

A5.1

EXTERIOR ELEVATION

BUILDING SECTION

WINDOW IDENTIFICATION

1

A3.1

A4.1

1

105

DOOR IDENTIFICATION

DRAWING SYMBOLS

SMOKE DETECTOR(Wall or Ceiling)

SD

SCHEDULE ITEM X

107

VICINITY MAP

A0.0 Cover SheetA0.1 NotesA0.2 Title 24A0.3 Additional Title 24 Notes / Energy NotesA0.4 Green Building Forms / Additional NotesA0.5 GPI Report‐‐ SurveyAD1.0 Demolition PlanA1.0 Site Plan & Roof PlanA1.1 Low Impact DevelopmentA2.0 Floor Plan ‐ Main HouseA2.1 RCP ‐ Main HouseA2.3 Floor Plan ‐ Recreation RoomA3.0 Exterior Elevations ‐ Main HouseA3.1 Exterior Elevations ‐ Main HouseA3.2 Exterior Elevations ‐ Recreation RoomA4.0 Sections ‐ Main HouseA4.1 Sections ‐ Recreation RoomA6.0 Door & Window Schedules & TypesA7.0 DetailsA7.1 Details

SN‐1 Structural NotesSN‐1.1 Structural NotesS‐1 Recreation Room Foundation PlanS‐1.1 Main House Foundation PlanS‐2 Recreation Room Roof Framing PlanS‐3 Main House Roof Framing PlanSD1 Structural DetailsSD1.1 Structural DetailsSD2 Structural DetailsSD3 Structural Details

HFX1 ANCH Hardy Frame ‐ HFX‐Series Panels ‐ Anchorage DetailsHFX2 ANCH Hardy Frame ‐ HFX‐Series Panels ‐ Framing Details

SURVEYOR:Vondra Land Surveying5738 Astram CourtQuartz Hill, CA 93536Tel: 661.839.2188Contact: Thomas E. Vondra, L.S. 8761

COVER SHEET

A0.0

STRUCTURAL ENGINEER:MMSE Structural Engineers2100 N. Sepulveda Blvd. #24Manhattan Beach, CA 90266Tel: 310.379.2225Contact: Michael Martinez

TITLE 24 ENERGY:Energy Compliance Services5702 Hersholt Ave.Lakewood, CA 90712Tel: 562.461.3749Fax: 562.461.3745Contact: Atousa Yazdanfar

EXISTING NEW CREDIT (i f appl ic.)TOTAL BLDG CODE

FLOOR AREA

1ST STORY MAIN HOUSE 2,199 110 N/A 2,309

1ST STORY RECREATION ROOM 0 842 N/A 842

GARAGE 212 0 N/A 212

COVERED PATIO 0 157 N/A 157

TOTAL 2,411 1,109 0 3,520

EXISTING NEW CREDIT (if applic.)TOTAL SCHOOL

FEE FLOOR AREA


OVER IN HEIGHT (>14') CEILING

(MAIN HOUSE)19 0 100 0



COVERED PATIO 0 157 250 0

TOTAL 2,430 1,109 350 3,363

EXISTING NEW CREDIT (if applic.) TOTAL RFA


OVER IN HEIGHT (>14') CEILING

(MAIN HOUSE)19 0 100 0



COVERED PATIO 0 157 250 0

TOTAL 2,337 1,014 350 3,175



310.231.0300


10.14.1511.25.1512.04.1512.18.1501.29.1602.02.16



CHANRESIDENCE

L/Sa #15428.00


NOTES

A0.1

CITY OF LOS ANGELES:

GENERAL NOTES:

GENERAL:1. The construction shall not restrict a five‐foot clear and unobstructed access to any water or power

distribution facilities (Power poles, pull‐boxes, transformers, vaults, pumps, valves, meters, appurtenances, etc.) or to the location of the hook‐up. The construction shall not be within ten feet of any power lines‐whether or not the lines are located on the property. Failure to comply may cause construction delays

and/or additional expenses. Obtain approval from Real Estate Business Unit of DWP 2133670562

2. Obtain permits from Public Works for‐Any protection fence or canopy to be located on any street or public area.‐Any temporary shoring or excavations that remove the lateral support from a public way prior to construction.

3. For sites within the Potential Methane Zone, obtain approval from Fire Department and Mechanical Division of the Building Department for installing a mechanical venting system.

4. Obtain permit from the State of California Division of Industrial Safety prior to permit issuance for:‐Trenches or excavation 5 feet or more in depth into which a person is required to descend. ‐Construction or demolition of any building, structure, or scaffolding or false work more than 3 stories or 26' in height. (California Labor Code 6500)

5. If any portion of the first story exterior walls of any building structure is more than 150 feet from the edge of the roadway of an approved street, an approved fire lane shall be provided so that such portion is within 150 feet of the edge of the fire lane. Obtain clearance from the Hydrants and Access Unit of the Fire

Department (L.A.M.C. 57.09.03)

6. Any grading projects involving more than 100 cubic yards of excavation and involving an excavation in excess of 5 feet in vertical depth at its deepest point measured from the original ground surface shall be done by a State of California licensed contractor who is licensed to perform the work described herein.

7. Maintain minimum 10' separation between dwelling and accessory building(s). (12.21C5(d))

8. Based on City maps, this project is located within the Methane Zone / Methane Buffer Zone. It shall comply with Minimum Methane Mitigation requirements of Chapter 71, Table 71 and Section 91.7103.

GRADING AND FOUNDATION:1. Obtain approval from Public Works and Grading Division of building and Safety for grading work exceeds 200 cubic yard during rainy season from Nov 1 to April 15 for Erosion Control at job site prior to construction.

2. A Registered Deputy Grading Inspector is required on all grading and foundation earthwork in HILLSIDE or NON‐HILLSIDE areas where site exceeds 60,000 square foot; cut or fill slope exceeds 2:1 ; cuts exceed 40 feet in height and within 20 feet of a property line; foundation excavation extend below a 1:1 plane from property line; or projects involve unusual hazards.

3. A Registered Deputy Grading Inspector is required on all shoring work, including the slot cuts, in the HILLSIDE or NON‐HILLSIDE areas.

4. FLOOD HAZARD AREA ‐The lot is located in an area subject to flood.‐A certificate of compliance must be filled out and submitted to the inspector certifying that foundation was built at the required elevation. Flood Zone (A, AR VI‐30, AO (AF), A1‐30 (FW» require clearance from the Department of Public Works, NFIP Coordinator, (213) 847‐5210.‐Survey by a licensed surveyor or CE is required to verify elevation of lowest finished floor.

‐Completed (Elevation/Flood Proofing) Certificate (attached) shall be given to the inspector. If misplaced, the

certificate can be downloaded from the Internet at http://www.fema.gov/library/elvinst.htm

5. Concentrated drainage conveyed to street via non‐erosive devices. (7013.10)

6. Pipe systems must have clean out access at: 1) every horizontal bend 2) every 50' for one or two family building sites or 100' for all others. Provide clean out locations and detail on plans.

7. Maximum driveway slope shall not exceed 20%. Grade details and transition slopes required where slope

exceeds 12 1/2%. Maximum driveway cross slope is 10%. Maximum slope within parking area is 5%..

(12.21A5(g), Information Bulletin #P/ZC 2002‐001)

8. If soil is found to be expansive, the footings must meet the following minimum requirements:(1805.8)‐Depth of footings below the natural and finish grades shall not be less than 24 inches for exterior and 18 inches for interior footings.‐Exterior walls and interior bearing walls shall be supported on continuous footings.

‐Footings shall be reinforced with minimum four 1/2‐inch diameter deformed reinforcing bars. Two bars shall be placed 4 inches of the bottom of the footing and two bars within 4 inches of the top of the footings.‐The soil below an interior concrete slab shall be saturated with moisture to a depth of 18 inches prior to placing the concrete.

9. Continuous inspection by a deputy inspector is required for all concrete designed with f'c greater than 2500psi.

10. Concrete slabs on grade on expansive soil, compacted fill or slopes over 1 :10 shall be placed on a 4‐inch fill of coarse aggregate or on a 2" sand bed covered moisture barrier membrane. The slabs shall be at least

3‐1/2 inches thick and shall be reinforced with #4 bars spaced at intervals not exceeding 16 inches each way. (1805.8)

11. All foundation sills shall be pressure treated, or foundation grade Redwood. (2304.11.2.4)

12. Provide approved damp‐proofing for all walls below grade that enclose habitable or non‐habitable space.

(1807.1)

13. Under‐floor ventilation shall be not less than 1/150 of under floor area and not less than minimum 18" x 24" under floor access opening. (1203.3.1, 1209.2)

14. Provide a corrosion resistant weep screed for stucco at the foundation plate line a minimum of 4" above

earth or 2" above paved area. (2512.1.2)

15. All Hold‐downs shall be re‐tightened just prior to covering the wall framing.

16. If adverse soil conditions are encountered, a soils investigation report may be required. (1802.1.1.2)

FIRE PROTECTION:1. Draft stop shall be provided within a concealed floor‐ceiling assembly formed of combustible

construction, unless the building is sprinklered with NFPA 13 sprinkler system (1000 sf between draft stops). (717.3.2 & 3) Draft stops shall be provided within attics, mansards, overhangs and similar concealed spaces formed of combustible construction, unless the building is sprinklered with NFPA13 sprinkler system (3000 sf between draft stops). (717.4.3) Show draft separation for attic areas between units in a duplex. (717.4) Draft stops shall be provided above and in line with walls separating tenant spaces from each other and from other uses. (717.3.2)

2. Unprotected openings are prohibited in envelope protection type (rated) ceilings. All duct openings require fire dampers and are limited in area to 100 square inch in any 100 square foot of ceiling. Access openings require one hour fired rated assemblies with closing devices approved by the Department.

3. Smoke alarms shall be provided as follows:a. An approved smoke alarm shall be installed in each sleeping room & hallway or area giving access to a sleeping room, and on each story and basement for dwellings with more than one story. Smoke alarms shall be interconnected so that actuation of one alarm will activate all the alarms within the individual dwelling unit. In new construction smoke alarms shall receive their primary power source from the building wiring and shall be equipped with battery back up and low battery signal. (R314)b. For existing SFD's only ‐smoke detectors may be battery operated, installed in location as specified in a) above.c. Provide smoke detectors at the top of common stairwells serving two or more tenants. (Health and

Safety Code 13113.7) (907.2.10.5)

4. SPRINKLER SYSTEM: A NFPA 13 sprinkler system per 903.3.1.1 is required for a four story,Type V building. (504.2) (If required, to be approved by Plumbing division of the Building Department prior to installation)

5. FIRE EXTINGUISHERS: Location to be approved by Fire / building inspector.‐Provide a portable fire extinguisher with a rating of not less than 2‐A or 2‐A 1 OBC within 75 feet of

travel distance to all portions of the building on each floor; also during construction. (LAMC 57.140.10)

3. Roof obstructions such as television antenna, guy wires, solar panels, razor ribbon, fence, cable, or other obstructions shall not prevent Fire Department access or egress in the event of a fire. (LAMC 57.12.02)

4. For pre‐fab fireplaces, provide manufacturer, model, and Underwriter Laboratories certification number (or ICC's). For masonry fire place, provide details and calculations for chimney. Chimney must extend a minimum of 2' above any part of the building within 10' but shall not be less than 3 feet passing through the roof. (2106) (2113.9)

5. Provide an approved spark arrester for the chimney of a fireplace, stove, or barbecue. (2113.9.1)

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

7. The indoor storage of combustible materials shall be regulated in relation to arrangement, location, size of areas, height, separations, and housekeeping. (LAMC 57.57.03)

8. Provide collision barriers adequate to protect control meters, regulators, and piping for hazardous material that are exposed to vehicular damage. (LAMC 57.20.07)

9. Glazing in hazardous locations shall be tempered at these locations (2406.3):a. Ingress and egress doors b. Panels in sliding or swinging doors c. Doors and enclosure for hot tub, bathtub, showers (Also glazing in wall enclosing these compartments within 5' of standing surface) d. If within 2' of vertical edge of closed door and less than 5' of walking surface e. In wall enclosing stairway landing f. Guards and handrails

15. Provide access to the bottom of court for cleaning purposes. (1206.3.1)

16. Court more than two stories in height shall be provided with a horizontal air intake with a minimum

area of 10 square ft. (1206.3.2)

17. Attic area having a clear headroom of 30" must have an access opening (20" x 30" min). (1209.2)

18. Attic ventilation of 1/150 of the area of ventilated space (approximately 10 sq. in. for each 10 sq. ft. of attic area) is required. (1203.2)

19. Maximum eave projection of ( ) inches allowed in the ( ) yard provided the yard is not reduced to less than 30". (12.22C20(b))

20. Garage shall not open directly into a room used for sleeping purposes. (406.1.4)

21. The garage/carport floor surface shall be of noncombustible or asphaltic paving materials. The min thickness of concrete floor slabs supported directly on the ground shall not be less than 3.5". (406.2.6)

22. Opening protectives shall be as per Section Tables 715.4 and 715.5. Doors shall be ___hr fire rated and windows shall be ___hr fire rated for detached U occupancy. (715)

23. Separation from the dwelling unit and its attic area by means of a minimum 1/2‐inch gypsum board applied to the garage side (406.1.4).

24. Provide 42" high guards with max 4" clear spacing between rails. (1013.2)

25. Landing at a door to have a length in the direction of travel of no less than 36". (1008.1.5)

26. All interior and exterior stairways shall be illuminated. (R303.7)

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

28. The minimum ceiling height for habitable space, hallways, bathrooms, toilet rooms, laundry rooms

and portions of basements containing these spaces shall be not less than 7 feet. (R305.1)

29. Under‐floor ventilation shall be not less than 1/150 of under floor area. (R408.1)

30. Buildings with Raised Floor Construction in the Methane Zone / Methane Buffer Zone: Underfloor ventilation openings in the underfloor area shall comply with the following requirements:a) The top of the opening shall be located not more than 12 inches below the bottom of the floor joist.

b) The openings shall be distributed approximately equally and located to provide cross ventilation, for example, by locating the opening along the length of at least two opposite sides of the building.

c) The openings shall be the larger of: 1.5 square feet for each 25 linear feet or fraction of exterior wall; or openings shall be equal to 1% of underfloor area.d) The openings may be covered with corrosion resistant wire mesh with mesh openings of greater than

1/4 inch and less than 1/2 inch in dimension. (91.7104.3.2)

31. Provide under floor access opening. It shall be a minimum 16" x 24" when the opening is through a

perimeter wall or a minimum of 18" x 24" when the opening is through a floor. (R408.4)

32. Attic ventilation of 1/150 of the area of ventilated space (approximately 10 sq. in. for each 10 sf of attic area) is required. (R806.2)

33. Attic area having clear headroom of 30" must have an access opening (22" x 30" minimum). Access shall be located in a hallway or other readily accessible location. It is not allowed within a small closet space. (R807.1)

SPECIAL HAZARDS:1. Class A roof covering is required for all buildings located in a Mountain Fire District or Fire Buffer Zone.

2. For structures in a high wind area, provide the following:‐30# felt underlayment attached to the roof deck with 1" headed nails, or nails driven thru tin caps.‐Design glass thickness per T 24‐A

‐Anchor posts with 2 1/2" bolts‐Design roof overhang for 15 psf uplift or as required on T 16‐H whichever is more restrictive.

INTERIOR:1. Provide 70 inch high non‐absorbent wall adjacent to shower and approved shatter‐resistant materials

for shower enclosure. (R308)

2. Provide 15" min. between the center of water closet to any side wall. Provide 24" clear space in front of any water closet. (Calif. Plumb. Code 407.6)

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

4. Water heater must be strapped to wall. Sec. 507.3, UPC

5. Provide emergency egress from sleeping rooms. Min.‐ 24" clear ht, 20" clear width, 5.7 sq.ft min area (5.0 sqft at grade level) & 44" max to sill. (1026.2.1)

6. Habitable rooms other than a kitchen shall not be less than 7'‐0" in any direction (1208.1) and the required ceiling height is 7'‐6" min., 7'‐0" min. in kitchen, halls and bathrooms. (1208.2)

7. A wet bar will not be considered as a kitchen if it has no hot water, no garbage disposal, no 220 v.

electrical, no gas outlet and no more than 10 sq. ft of counter surface area. (ZA90‐0080(ZAI))

8. Outlets along wall counter space, island and peninsular counter space in kitchens shall have a maximum spacing of 48". (210‐52 LACEC)

9. At least one door shall be 36" wide by 80" high (R311.2). Projections, including panic hardware, shall not reduce the opening to less than a clear width or 32". (1126A.1) The door must open over a landing not more than .5" below the threshold. Exception: Providing the door does not swing over the landing,

landing shall be not more than 7.75" below the threshold. (1008.1.4)

10. Provide 32" wide doors to all interior accessible rooms within a dwelling unit (6304.1)

11. Enclosed useable space under interior stairs requires one‐hour fire‐resistive construction on enclosed

side. (Such as 5/8" type X, Gyp. Brd.) (1012.5)

12. Show the following stairway details on plans:a. 7.75" rise & min. 10" run. (R311.7.4)b Min. 6'‐8" headroom clearance. (R311.7.2)c. Min (36") clear width. (R311.7.1)

d. Handrails 34" to 38" high above tread nosing (R311.7.7.1)e. Handgrip portion of handrail shall not be less than 1.25" and no more than 2" cross‐sectional

dimension having a smooth surface with no sharp corners. (R311.7.7.3)f. Max 4" clear spacing opening between rails. (R312.3)

13. Skylights to be mounted min. 4" curb above the roof when roof slopes less than 3:12 (2405.4; 2610.2) Glass skylight shall comply with 2405. Plastic skylight shall comply with 2610. Unit Skylights shall be labeled by a LA City Approved Labeling Agency. Such label shall state the approved labeling agency name,

product designation and performance grade rating (RR# not required). (2405.5)

14. Provide window wells (with fixed ladder) at emergency egress windows below grade. (1026.5)

SECURITY REQUIREMENTS:General:1. All entry doors to dwelling units or guest rooms shall be arranged so that the occupant has a view of the area immediately outside the door without opening the door. Such view may be provided by a door viewer, through windows located in the vicinity of the door or through view ports in the door or adjoining

wall. (6706)

2. Screens, barricades, or fences made of a material which would preclude human climbing shall be provided at every portion of every roof, balcony, or similar surface which is within 8 ft. of the utility pole or similar structures. (6707)

Doors:

3. Wood flush‐type doors shall be 1 3/8" thick minimum with solid core construction. 91.6709.1 ‐ Door stops of in‐swinging doors shall be of one‐piece construction with the jamb or joined by rabbet to the jamb. (6709.4) 4. Every door in a security opening for an apartment house shall be provided with a light bulb (60 watt

min.) At a maximum height of 8 feet on the exterior. (6708)

5. All pin‐type door hinges accessible from outside shall have non‐removable hinge pins. Hinges shall

have min. 1/4" dia. steel jamb stud with 1/4" min. protection. The strike plate for latches and holding device for projecting dead bolts in wood construction shall be secured to the jamb and the wall framing

with screws no less than 2‐1/2" long. (91.6709.5, 6709.7)

6. Provide dead bolts with hardened inserts; deadlocking latch with key‐operated locks on exterior. Doors must be operable from the inside without a key, special knowledge, or special effort (latch not required in

B, F, and S occupancies). (6709.2)

7. Straight dead bolts shall have a min. throw of 1" and an embedment of not less than 5/8", and a

hook‐shaped or an expanding‐lug deadbolt shall have a minimum throw of 3/4". (6709.2)

8. The use of a locking system which consists of a deadlocking latch operated by a doorknob and a deadbolt operated by a non‐removable thumb turn which is independent of the deadlocking latch and which must be separately operated shall not be considered as a system which requires special knowledge or effort when used in dwelling units. The door knob and the thumb turn which operates the deadbolt shall not be separated by more than 8 inches.

9. Wood panel type doors must have panels at least 9/16 in. thick with shaped portions not less than 1/4 in. thick and individual panels must be no more than 300 sq. in. in area. Mullions shall be considered a part of adjacent panels except mullions not over 18 inches long may have an overall width of not less than 2 inches. Stiles and rails shall be of solid lumber in thickness with overall dimensions of not less than

1 3/8 inches and 3 inches in width. (91.6709.1 item 2)

10. Sliding doors shall be provided with a device in the upper channel of the moving panel to prohibit

raising and removing of the moving panel in the closed or partially open position. (6710)

11. Sliding glass doors shall be equipped with locking devices and shall be so constructed and installed that they remain intact and engaged when subjected to the tests specified in Sec. 6717.1

12. Metal or wooden overhead or sliding doors shall be secured with a cylinder lock, padlock with a min.

9/32" diameter hardened steel shackle and bolted, hardened steel hasps, metal slide board, bolt or equivalent device unless secured electrically operated. (6711)

13. Provide metal guides at top and bottom of metal accordion grate or grille‐type doors and cylinder locks or padlocks. Cylinder guards shall be installed on all cylinder locks whenever the cylinder projects

beyond the face of the door or is otherwise accessible to gripping tools. (6712)

Glazing:14. Glazed openings within 40" of the door lock when the door is in the closed position, shall be fully tempered glass or approved burglary resistant material, or shall be protected by metal bars, screens or grills having a maximum opening of 2". The provisions of this section shall not apply to view ports or windows which do not exceed 2" in their greatest dimensions. (6713)

Windows:15. Louvered windows shall be protected by metal bars or grills with openings that have at least one dimension of 6" or less, which are constructed to preclude human entry. (6715.3)

16. Other openable windows shall be provided with substantial locking devices. In B, F, M and S

occupancies, such devices shall be glide bars, bolts, cross‐bars, and/or padlocks with minimum 9/32" hardened steel shackles and bolted, hardened steel hasps. (6715.2)

17. Sliding windows shall be provided with a device in the upper channel of the moving panel to prohibit raising and removing of the moving panel in the closed or partially open position. 6715.1

18. Sliding windows shall be equipped with locking devices and shall be so constructed and installed that they remain intact and engaged when subjected to the tests specified in Sec. 6717.2.

19. Any release for metal bars, grills, grates or similar devices constructed to preclude human entry that are installed shall be located on the inside of the adjacent room and at least 24 inches from the closest opening through such metal bars, grills, grates or similar devices that exceeds two inches in any

dimension. (91.6715.4)

Openings other than Doors or Glazed Openings:20. All other openings must be protected by metal bars or grilles with openings of not less than 6 inches

in one dimension. (91.6716)

Documents:1. The contractor (and their sub‐contractors) shall study and compare the contract documents and shall at once report to the architect in writing all errors, inconsistencies or omissions discovered and verify all dimensions on site PRIOR TO COMMENCING THE WORK. If the contractor proceeds with any of the work so affected without written instructions of the architect, the contractor shall make good at his own cost any resulting error, damage, or defects. The contractor shall perform no portion of the work without contract documents or, where required, approved shop drawings, product data or samples for such portion of the work.

2. Written dimensions on drawings shall take precedence over dimensions scaled from drawings. DO NOT SCALE THE DRAWINGS.

3. All dimensions are to face of studs, face of masonry, face of concrete unless otherwise noted.

4. All items noted on the documents are new unless otherwise noted.

5. The specifications are an integral part of these drawings and should be included in any distribution of same.

GENERAL CONDITIONS:1. All construction and details shall be completed in full compliance with the Local Building Code and all other applicable codes and requirements.

2. Contractor shall consult with representatives of applicable utilities, including gas, water, power, sewer, telephone, and cable television and determine exact locations and availability of utilities PRIOR TO COMMENCING WORK OR CONNECTING UTILITIES, and determine condition of existing service.

3. Contractor to stake out all works as shown on plans, confirm existing conditions and property line locations, and verify compliance with setbacks and clearances required by code.

4. Contractor shall erect and maintain temporary barricades and dust‐proof partitions as needed for protection against accident, and shall continuously maintain adequate protection of his work and the owner's property from damage or loss arising in connection with construction.

5. Contractor shall protect floor surfaces from damage and equip mobile equipment with pneumatic tires.

6. Contractor shall provide temporary toilet facilities at the job as necessary and required by code.

7. Improvements on the site, work in progress, stored materials, and public and private improvements on property adjacent to the site shall be protected by the Contractor from damage arising from the work. All damage so occurring shall be repaired or replaced by the Contractor at no cost to owner or architect.

8. Contractor shall provide a blanket one‐year guarantee for the total job with the separate guarantee for

specific trades/equipment items, with the names of local representatives to be contracted for service. Provide operating and maintenance brochures as required.

9. The Contractor will secure and pay for the Building Permit and all other permits, licenses, inspections, including the posting and bearing the cost of bonds required, insurance of the work and related construction covered by the contract and which are legally required at the time the bids are received.



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CHANRESIDENCE

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TITLE 24

A0.2



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ADDITIONALTITLE 24 NOTES /ENERGY NOTES

A0.3

ENERGY EFFICIENCY NOTES:1. Operating information. The builder shall provide the building owner at occupancy, operating information for all applicable features, materials, components, and mechanical devices installed in the building. Operating information shall include instructions on how to operate the features, materials, components, and mechanical devices correctly and efficiently. The instructions shall be consistent with specifications set forth by the Executive Director. For residential buildings, such information shall be contained in a folder or manual which provides all Certificate of Compliance, Certificate of Installation, and Certificate of Verification documentations. This operating information shall be in paper or electronic format. [10‐103(b)(2)]

2. Maintenance information. The builder shall provide tothe building owner at occupancy, maintenanceinformation for all features, materials, components,and manufactured devices that require routinemaintenance for efficient operation. Required routinemaintenance actions shall be clearly stated andincorporated on a readily accessible label. The labelmay be limited to identifying, by title and/orpublication number, the operation and maintenancemanual for that particular model and type of feature,material, component or manufactured device.[10‐103(b)(3)]

3. All systems, equipment and/or building componentsshall comply with the applicable manufacturerprovisions and installation provisions of Sections110.0 through 110.10.

4. Any appliance regulated by the Appliance EfficiencyRegulations, Title 20 California Code of Regulations,Section 1601 et seq. , may be installed only if theappliance fu lly complies with Section 1608(a) of thoseregulations. [110.1]

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

6. On systems that have a total capacity greater than167,000 Btu/hr, outlets that require higher thanservice water temperatures as listed in the ASHRAEHandbook, Applications Volume, shall have separateremote heaters, heat exchangers, or boosters tosupply the outlet with the higher temperature.[110.3(c)(1)]

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

8. Controls for service water‐heating systems shall limitthe outlet temperature at public lavatories to 110°F.[110.3(c)(3)]

9. Unfired service water‐heater storage tanks andbackup tanks for solar water‐heating systems shallhave:a) External insulation with an insta lled R‐value of atleast R‐12, orb) Internal and external insulation with a combinedR‐value of at least R‐16, orc) The heat loss of the tank surface, based on an80°F water‐air temperature difference shall beless than 6.5 Btu/hr per square foot. [110.3(c)(4)]

10. Space conditioning equipment shall meet theefficiency standards specified Section 120.2.

11. Pilot lights shall be prohibited for: [110.5]a) Fan‐type central furnacesb) Household cooking appliances, except forhousehold cooking appliances without anelectrical supply voltage connection and in whicheach pilot consumes less than 150 Btu/hrc) Pool heatersd) Spa heaters

12. Any pool or spa heating system or equipment shall:a) A thermal efficiency that complies with theAppliance Efficiency Regulationsb) Have a readily accessible on‐off switch, mountedon the outside of the heater that allows shuttingoff the heater without adjusting the thermostatsetting.c) Not utilize electric resistance heating.d) Have a thermal insulation cover for outdoor poolsor spas that have a heat pump or gas heater.e) Have a permanent, readable, weatherproofinstruction card that gives instructions for theproper, energy efficient operation of the pool orspa heater.f) Have at least 36 inches of pipe between the filterand heater or dedicated suction and return lines,or built‐in or built‐up connections shall beinstalled to allow for the future addition of solarheating equipment.g) Have directional inlets for the pool or spa thatadequately mix the pool water.h) A time switch or similar control mechanism shallbe installed as part of a pool water circulationcontrol system that will allow all pumps to be setor programmed to run only during the off‐peakelectric demand period and for the minimum timenecessary to maintain the water in the conditionrequired by applicable public health standards.

13. Manufactured fenestration products and exteriordoors shall have air infiltration rates not exceeding0.3 cfm/ft2 of window area, 0.3 cfm/ft2 of residentialdoor area, 0.3 cfm/ft2 of nonresidential single doorarea, and 1.0 cfm/ft2 of nonresidential double doorarea. [110.6(a)(1)]

14. Fenestration products shall be certified for overallU‐values and overall SHGC, and shall have atemporary label which lists the certified U‐value andSHGC, and certifies that applicable air infiltrationrequirements are met. [110.6(a)(2), 110.6(a)(5)]

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

16. Joints and other openings in the building envelopethat are potential sources of air leakage shall becaulked, gasketed, weatherstripped, or otherwisesealed to limit infiltration and exfiltration. [110.7]

17. Insulation shall be certified by Department ofConsumer Affairs, Bureau of Home Furnishing andThermal Insulation that the insulation conductivethermal performance is approved pursuant to theCalifornia Code of Regulations. [110.8(a)]

18. Urea formaldehyde foam insulation may only beused in exterior side walls, and requires afour‐mil‐thick plastic polyethylene vapor barrierbetween the urea formaldehyde foam insulation andthe interior space. [110.8(b)]

19. Insulating material shall be installed in compliancewith the flame spread rating and smoke densityrequirements of the CBC. [110.8(c)]

20. Insulation installed on an existing space conditioningduct, it shall comply with Section 605 of the CMC.[110.8(d)(3)]

21. External insulation installed on an existing unfiredwater storage tank or on an existing back‐up tank fora solar water‐heating system, it shall have anR‐value of at least R‐12, or the heat loss of the tanksurface based on an 80°F water‐air temperaturedifference shall be less than 6.5 Btu per hour persquare foot. [110.8(d)(2)]

22. The opaque portions of framed demising walls shallhave insulation with an installed R‐value of at leastR‐13 between framing members. [110.8(f)]

23. A masonry or factory‐built fireplace shall have thefollowing:a) Closeable metal or glass doors covering theentire opening of the firebox;b) A combustion air intake to draw air from theoutside of the building directly into the firebox,which is at least six square inches in area and isequipped with a readily accessible, operable, andtight‐fitting damper or combustion‐air controldevice (Exception: An outside combustion‐air intake isnot required if the fireplace will be installed overconcrete slab flooring and the fireplace will not belocated on an exterior wall.); andc) A flue damper with a readily accessible control.[150.0(e)]

24. Heating systems shall be equipped with thermostatsthat meet the requirements of Section 110.2(c).

25. Gas or propane water heaters shall have:a) A 120V electrical receptacle that is within 3 feetfrom the water heater.b) A Category lll or IV vent, or a Type B vent withstraight pipe.c) Condensate drain that is no more than 2 incheshigher than the base.d) A gas supply line with a capacity of at least200,000 Btu/hr

26. All pumps and pump motors installed shall be listed in the Commission's directory of certified equipmentand shall comply with the Appliance EfficiencyRegulations.

27. The minimum installed weight per square foot of anyloose‐fill insulation shall conform with the insulationmanufacturer's labeled R‐value [150.0(b)]

28. Material used for slab edge insulation shall meet thefollowing minimum specifications:a) Water absorption rate no greater than 0.3percent.b) Water vapor permeance no greater than 2.0perm/inch.c) Concrete slab perimeter insulation must beprotected from physical damage and ultravioletlight deterioration.d) Insulation for a heated slab floor shall meet therequirements of Section 110.8(g). [150.0(I)]

29. Concrete‐slab floor perimeter insulation shall beprovided 16 inches deep, or the depth of the footing ofthe building, whichever is less. [150.1(c)(1)(D)]

30. The crawl space shall be covered with a Class I orClass II vapor retarder.

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

32. Insulation shall be provided for water heaters asfollows:a) Storage gas water heaters with an energy factorequal to or less than the federal minimumstandards shall be externally wrapped withinsulation having an insulated thermal resistanceof R‐12 or greater.b) Unfired hot water tanks, such as storage tanksand backup storage tanks for solar water‐heatingsystems, shall be externally wrapped withinsulation having an installed thermal resistanceof R‐12 or greater or have internal insulation of atleast R‐16 and a label on the exterior of the tankshowing the insulation R‐value. [150.0(i)]

33. Lighting [150.0(k)]a) Installed luminaires shall be classified ashigh‐efficacy or low‐efficacy for compliance withSection 150.0(k) in accordance with TABLE150.0‐A or TABLE 150.0‐B, as applicable.

b) A minimum of 50 percent of the total ratedwattage of permanently installed lighting inkitchens shall be high efficacy. For the purposeof compliance with Section 150.0(k), kitchenlighting includes all permanently installed lightingin the kitchen except for lighting that is internal tocabinets for the purpose of illuminating only theinside of the cabinets. Lighting in areas adjacentto the kitchen, including but not limited to diningand nook areas, are considered kitchen lighting ifthey are not separately switched from kitchenlighting.EXCEPTION: Up to 50 watts for dwelling unitsless than or equal to 2,500 ft² or 100 watts fordwelling units larger than 2,500 ft² may beexempt from the 50 percent high efficacyrequirement when all lighting in the kitchen iscontrolled in accordance with the applicableprovisions in Section 150.0(k)(2), and is alsocontrolled by vacancy sensors or dimmers.c) Lighting installed in bathrooms shall meet thefollowing requirements:i) A minimum of one high efficacy luminaireshall be installed in each bathroom; andii) All other lighting installed in each bathroomshall be high efficacy or controlled byvacancy sensors.d) Lighting installed in attached and detachedgarages, laundry rooms, and utility rooms shallbe high efficacy luminaires and controlled byvacancy sensors.e) Lighting installed in rooms or areas other than inkitchens, bathrooms, garages, laundry rooms,and utility rooms shall be high efficacy, or shallbe controlled by either dimmers or vacancysensors.EXCEPTION 1: Luminaires in closets less than70 square feet.EXCEPTION 2: Lighting in detached storagebuildings less than 1,000 square feet located on aresidential site.f) A. In a low‐rise multifamily residential buildingwhere the total interior common area in a singlebuilding equals 20 percent or less of the floorarea, permanently installed lighting for the interiorcommon areas in that building shall be highefficacy luminaires or controlled by an occupantsensor.g) In a low‐rise multifamily residential buildingwhere the total interior common area in a singlebuilding equals more than 20 percent of the floorarea, permanently installed lighting in thatbuilding shall:i) Comply with the applicable requirements inSections 11 0.9, 130 .0, 130.1 , 140.6 and141.0; andii) Lighting installed in corridors and stairwellsshall be controlled by occupant sensors thatreduce the lighting power in each space by atleast 50 percent. The occupant sensors shallbe capable of turning the light fully On andOff from all designed paths of ingress andegress.h) All recessed lighting must be IC at AT rated, andmust be sealed



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CHANRESIDENCE

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GREEN BUILDING FORMS / ADD'L GENERAL NOTES

A0.4

ADDITIONAL NOTES:1. Provide carbon monoxide alarm in accordance with Section R315.1. An approved carbon monoxide alarm shall be installed in dwelling units and in sleeping units within which fuel‐burning appliances are installed and in dwelling units that have attached garages. Carbon monoxide alarm shall be provided outside of each separate dwelling unit sleeping area in the immediate vicinity of the bedroom(s) and on every level of a dwelling unit including basements. (R315)

2. Heater shall be capable of maintaining a minimum room temperature of 68 degrees F at a point 3 feet above the floor and 2 feet from exterior walls in all habitable rooms at the design temperature. (R303.8)

3. Buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. (R319.1)

4. Protection of wood and wood based products from decay shall be provided in the locations specified per Section R317.1 by the use of naturally durable wood or wood that is preservative‐treated in accordance with AWPA U1 for the species, product, preservative and end use. Preservatives shall be listed in Section 4 of AWPA U1.

5. Provide anti‐graffiti finish within the first 9 feet measured from grade, at extrior walls and doors. Exception: Maintenance of building affidavit is recorded by the owner to covenant and agree with the City of Los Angeles to remove any graffitti within 7‐days of the graffitti being applied. (6306)

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

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

8. Automatic garage door openers, if provided, shall be listed in accordance with UL 325.

9. Smoke detectors shall be provided for all dwelling units intended for human occupancy, upon the owner's application for a permit for alterations, repairs, or additions exceeding one thousand dollars. (R314.6.2)

10. Where a permit is required for alterations, repairs or additions exceeding one thousand dollars ($1,000), existing dwellings or sleeping units that have attached garages or fuel‐burning appliances shall be provided with a carbon monoxide alarm in accordance with Section R315.2. Carbon monoxide alarms shall only be required in the specific dwelling unit or sleeping unit for which the permit was obtained. (R315.2.2)

11. Doors between garage and the dwelling unit shall be self‐closing and self‐latching, solid wood or solid or honeycomb steel core not less tha 1 3/8 inches thick, or have a minimum fire protection rating of 20 minutes (R302.5.1).

12. The garage shall be separated from the dwelling and its attic area in accordance with Table R302.6. (R302.6)

13. Ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage sheet steel or other apporved material and there shall be no openings from the ducts into the garage (R302.5.2).

14. Garage floor surfaces shall be of an approved non‐combustible material and the area used tto park vehicles shall be sloped to a drain or toward the main vehicle entry (R309.1).

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

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

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

18. Maximum 25% opening area is allowed when the fire separation distance is >3' and ≤5'. (T‐302.1(1))

19. In combustible construction, fire blocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. (R302.11)

20. In combustible construction where there is usable space both above and below the concealed space of a floor/ceiling assembly, draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed space into approximately equal areas. (R302.12)

21. Heater shall be capable of maintaining a minimum room temperature of 68°F at a point 3 feet above the floor and 2 feet from exterior walls in all habitable rooms at the design temperature. (R303.9)

22. Buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. (R319.1)

23. Provide 15" minimum between the center of water closet to any side wall. (Calif. Plumb. Code 407.6)

A0.4 GRN 1

A0.4/A1.0 GRN 14/#4/SITEPLANA2.0 NOTE 24A1.0 DETAIL 3A1.0 SITE PLAN

A1.0 NOTE 41/42

A4.0 GRN 14/#5A4.0 GRN 14/#6N/A <1,000 SF LANDSCAPEA1.0 NOTE 44/6

A4.0 GRN 14/#9A7.1 DETAIL 5 & 7A0.4 GRN 14/#10A0.4 GRN 14/#11A0.4 GRN 14/#12

N/A NO FIREPLACE

A0.4 GRN 14/#14

A0.4 GRN 14/#16

A0.4 GRN 14/#16

A0.4 GRN 14/#16A0.4 GRN 14/#17A0.4 GRN 14/#18A0.4 GRN 14/#19A0.4 GRN 14/#20

A0.4 GRN 14/#23A0.4 GRN 14/#24A0.4 GRN 14/#25 & 26A0.4 GRN 14/#27



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GPI REPORT

A0.5

8 1 2 1

1

5

1

1

1

5

5

5 5 5 5

3

1 2

2 21

3 1

2

1

1

1

5

7

6

6

6

4

16

4

9

5

6

6

11

1010

10101010

10

10

1010

512

13

13

13

14

14

14

1414

14

14

14

9

13

15

13

13

13

13

17

17

17

9

1717

3



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DEMOLITIONPLAN

AD1.0

KEY NOTES:

1. ANY DAMAGE TO FINISHES IN EXISTING AREAS TO BE RESTORED TO PRE‐CONSTRUCTION CONDITION

2. CONTRACTOR TO MAKE GOOD FAITH EFFORT TO RECYCLE CONSTRUCTION MATERIALS IN CONFORMANCE WITH MANUFACTURER'S OR LOCAL RECYCLING PROGRAM.

3. REMOVE ALL (E) KITCHEN APPLIANCES AND EQUIPMENT AND SALVAGE AT OWNER'S DISCRETION.

4. ALL FLOORING TO BE REMOVED AND FLOOR PREPPED TO RECEIVE NEW FLOORING, EXCEPT WHERE NOTED.

GENERAL NOTES:

PROJECT NORTHTRUE

NORTH

DEMOLITION PLAN 11/8"=1'‐0"

N

LEGEND:

(E) WALL TO REMAIN

DEMO (E) WINDOW

DEMO (E) DOOR

DEMO (E) ITEM

DEMO DOOR

DEMO MILLWORK

DEMO PLUMBING FIXTURE

DEMO EXISTING CONCRETE PATIO

DEMO EXISTING WINDOW

DEMO LANDSCAPE LOW WALL

DEMO STAIRS & LANDING

DEMO FIREPLACE & CHIMNEY

DEMO EXISTING CONCRETE WALKWAY

REMOVE FLOORING

DEMO COVERED PATIO & BAR

DEMO WALL‐MOUNT A/C

DEMO (E) TREE

DEMO (E) PLANTER

(E) TREE TO REMAIN

KEEP (E) CONCRETE WALKWAY

(E) WALL/FENCE TO REMAIN

1

2

3

4

5

6

7

8

9

10

11

12

DEMO (E) WALL

13

14

15

16

17

(N) AREA

+/‐19'‐1 3/4"(10'‐0" MIN.)

+/‐ 18'‐5 3/4"10'‐0" MIN.

(N) RECREATION

ROOM

5

13

(N)

1 : 3.390

(N)

1 : 3.651

(N)1 : 4.04

MATC

H (E) SLO

PE

(+/‐ 1 : 2.75 VIF.)

(E) SLOPE

+/‐ 1 : 2.75 VIF.

(E) SLOPE

+/‐ 1 : 3.00 VIF.

(E) SLOPE

+/‐ 1 : 2.75 VIF.13

13

13

16

22

22

29

29

29282918

21

29

31

18

21

15

15

15

18

1'‐6"

1' ‐6"

1'‐6"

14

14 14

38

38

38

18

+/‐ 17'‐3"

10'‐0" MIN.

P L

P L

P L

P L

42

43

42

GARDEN

PRIVATEGARDEN

PRIVATEGARDEN

5'‐0"

MAIN HOUSE:(E) 1‐STORY S.F.D.

2161 SF

(E) GARAGE212 SF

MAIN HOUSE:(N) 1‐STORY ADDITION110 SF

RECREATION ROOM:(N) 1‐STORY ADDITION

842 SF

(E) CONCRETE & BRICK

DRIVEWAY

1

2

5'‐0"

SETBACK

SETB

ACK

(N)WALKWAY

(E) WALKWAY

2 4

(N) RAMP

6

6

24

1

3'‐6"

3

7

26

9

33 3212

12

12

27

25

7

8

19

29'‐3"

13'‐6 1/4"

12'‐5 1/4" 3'‐10 1/2"29'‐5"

108.09°

12'‐3 3/4"

8'‐8 3/4"

34'‐10 3/4"

RADIUS: 20'‐11 1/2"

7'‐0" 69'‐8 1/4"

14'‐1 1/2"

10'‐6"

7'‐6 3/4"

2'‐5 1/2"

10'‐6"

20'‐2"20'‐8"

28'‐6 1/4"

6'‐6 1/2" 3'‐6"17'‐11 1/2"

15'‐7 3/4"

19'‐0"

90.00°

90.00°

17

DN

DN

DN

95.00

96.11 F.F.

95.59 F.F.

94.19 F.F.

94.64 F.F.

96.46

96.46

95.56

95.59 F.F.

96.07

92.7793.57

95.30

94.80

8'‐6"

79TH

STR

EET

(E) CONCRETE SIDEW

ALK

P L

96.462%SLOPE

2%

SLOPE

2%SLOPE

2%

SLOPE

2%SLOPE

2%SLOPE

2%SLOPE 2%

SLOPE

2%

SLOPE

2%

SLOPE

2%SLOPE

96.50 F.F.

4'‐9 1/4"

DN

9

9

EXISTINGNEW

3

38'‐6 1/2"

1'‐0 1/2"

1'‐7 1/4"

67

AC

7'‐0"

3'‐0"

95.56

210

96.46

9

98.00

17

36

20

9

6

95.00

DN

8

7

1939

39

35

40'‐7 3/4"

43'‐5 1/2"

P L

P L

P L

5'‐0"

S ETB

ACK

7'‐3 3/4"

34

5'‐0"

SETB

ACK

97.0

96.0

95.0

94.0

93.0

93.0

94.095.0

96.0

11

T.O. PARAPET:111.58 40

40

41

41

2% MIN.SLOPE

2% MIN.SLOPE

2% M

IN.

SLOPE44



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SITE PLAN 11/8"=1'‐0"

SITE PLAN &ROOF PLAN

A1.0

ROOF PLAN 21/8"=1'‐0"

N

N

KEY NOTES:

(N) CONCRETE STAIR & LANDING

(N) BENCH WALL

(N) PLANTER

MODIFY (E) FOOTPRINT

MODIFY (E) ROOF

(N) RAIN BARRELS ON (N) CONCRETE PAD: SEE A1.1/2, A1.1/3 & A1.1/4 FOR LID REQ'TS

(N) STEP

(N) CONCRETE PATIO

(E) FENCE/WALL TO REMAIN

(E) TREE TO REMAIN

(E) 2'‐8" GATE

(N) 4" SUBTERRANEAN DRAIN: OUTLET THRU CURB PER CITY STANDARD

(E) ROOF

CLASS 'A' ASPHALT SHINGLE ROOFING, GAF ROYAL SOVEREIGN 3‐TAB, WHITE, ICC ESR‐1475 (SEE A1.0/3)

(N) PARAPET

(E) SKYLIGHT ‐ REMOVE & PATCH FRAMING & ROOFING

(N) DRAIN

(N) DOWNSPOUT TO DRAIN TO RAIN BARRELS

(N) PERMEABLE PAVING

(N) LOW RETAINING WALL

LINE OF BUILDING BELOW

ROOF DISCHARGE FOR KITCHEN HOOD

(N) ELECTRICAL PANEL

(E) UTILITY POLE

CONNECT (E) OVERHEAD SERVICE WIRES (CABLE/PHONE) TO RECREATION ROOM

(E) ELECTRICAL PANEL (8" MAX. PROJECTION), UPGRADE AS REQ. FOR ADDITIONAL LOADING, EV POWER

RUN SERVICE WIRES (CABLE/PHONE) UNDERGROUND AND CONNECT TO MAIN HOUSE AT NEW LOCATION

(E) DOWNSPOUT RELOCATED

(E) DOWNSPOUT

(N) DOWNSPOUT

(E) SUPPORT COLUMN BELOW

(E) GAS METER

(E) CRAWL HOLE

(E) SERVICE WIRES TO MAIN HOUSE

RUN POWER UNDERGOUND TO RECREATION ROOM

(N) ELECTRICAL SUB‐PANEL IN WEATHER‐TIGHT ENCLOSURE

NOT USED

(N) GUTTER

1

2

1. CONTRACTOR TO VERIFY PROPERTY LINE AND MAINTAIN SETBACKS WHERE INDICATED.

2. THE CONSTRUCTION SHALL NOT RESTRICT A 5'‐0" CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, ETC.) OR TO THE LOCATION OF THE HOOK UP. THE CONSTRUCTION SHALL NOT BE WITHIN 10'‐0" OF ANY POWER LINES‐‐WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES.

3. GRADE SHALL FALL A MINIMUM OF 6" WITHIN THE FIRST 10‐FT (5%) OF THE FOUNDATION WALL. IMPERVIOUS SURFACES W/ IN 10' SLOPE 2% AWAY FROM FOUNDATION.

4. BEYOND 10' OF THE STRUCTURE, SLOPE GRADE FOR LANDSCAPE AND A.C. PAVEMENT 1.0% AND CONCRETE PAVEMENT .5%

5. PROVISIONS SHALL BE MADE FOR CONTRIBUTORY DRAINAGE AT ALL TIMES.

6. AUTOMATIC IRRIGATION SYSTEM SHALL BE WEATHER‐ BASED. INSTALL A LOW WATER CONSUMPTION IRRIGATION SYSTEM WHICH MINIMIZES THE USE OF SPRAY TYPE HEADS.

GENERAL NOTES:

PROJECT NORTHTRUE

NORTH

LEGEND:

(N) ADDITION

(N) PAVING ‐ CONC.

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

(N) ROOF

36

37

38

NEW ROOF SPECIFICATION 3N.T.S.

(N) OPEN GRID AREA: UNCOLORED CONCRETE PADS W/SMOOTH FINISH ‐ SET ON 12" GRAVEL BASE FOR DRAINAGE

(N) CONCRETE WALKWAY

LOWEST GRADE WITHIN 5' OF BUILDING

EXISTING TOPO LINE, TYP.

FUTURE SOLAR PANELS

PROVIDE 3/4" CONDUIT W/WEATHER CAP TO SUB PANEL FOR FUTURE SOLAR PANELS

IRRIGATION CONTROLLERS, SEE GENERAL NOTE #6 ABOVE

39

40

41

42

43

44

PERMEABLE OPEN GRID PATIO 41"=1'‐0"

CONCRETE PAD (SITE FORMED)

+/‐3'‐0"

3"

1'‐0"

1 1/2" MIN.

GRAVEL

WEED BARRIER

SOIL

FINISH GRADEPER PLAN

115.35 SF

162.38 SF

494.62 SF

476.52 SF

TOTAL NEW ROOF AREA = 1249 SF

18" MAX.

36" MIN.

18" MAX. PROJECTION

36" MIN.

PROJECTION

CLEAR

CLEAR

1

1

1

14.85 SF

260.09 SF

67.81 SF

21.63 SF

2255.64 SF

TOTAL NEW PAVING = 2685 SF

21.63 SF

21.63 SF

21.63 SF

2

826 SF = PERMEABLE1859 SF = NON‐PERMEABLE

2

TOTAL EXISTING PAVING = 1551 SF

129.67 SF

1421.57 SF

RAIN BARREL OVERFLOW DISPERSION LOCATIONS

3' MIN. FROM PUBLIC SIDEWALKS;5' MIN. FROM PROPERTY LINES & FOUNDATIONS;

10' MIN. FROM BUILDING FOUNDATIONS.

3

3

3

3



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CHANRESIDENCE

L/Sa #15428.00


PERMEABLE PAVING CALCULATION PER NEW CONTRIBUTING AREA 11/16"=1'‐0"

LOW IMPACT DEVELOPMENT

A1.1

RAIN BARRELS & PLANTER BOX CALCULATION PER NEW ROOF AREA 21/16"=1'‐0"

N

N

KEY NOTES:

RAIN BARREL: WOODY WALL TANK BYGRAF (SEE EXACO TRADING CO.), 92 GALLON, 49"W x 16"D x 42"H; OR SIMILAR.

PERMEABLE PAVING OPEN GRID CONCRETE PADS

RAIN WATER DISPERSION LOCATION

1

2

.

GENERAL NOTES:

PROJECT NORTHTRUE

NORTH

GREEN BUILDING:

TOTAL NEW PAVING AREA = 2685 SF

2685 SF X 25% = 672 SF OF PERMEABLE PAVING

PROVIDING 826 SF OF PERMEABLE PAVING(W/ 1FT GRAVEL SUBBASE)

TOTAL NEW ROOF AREA = 1249 SF

QTY. (8) 55‐GALLON RAIN BARRELS ARE NEEDED FOR 1001‐1500 SF;8 x 55 GAL. = 440 GAL. REQUIRED

PROVIDING (5) NEW 92‐GALLON RAIN BARRELS:5 x 92 = 460 GAL. OF NEW RAIN BARRELS

NEW HARDSCAPE

RAIN BARRELS DISPERSION LOCATIONS 31/16"=1'‐0"

N

RAIN BARREL DETAIL 4N.T.S.


2. THE CONSTRUCTION SHALL NOT RESTRICT A 5'‐0" CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, ETC.) OR TO THE LOCATION OF THE HOOK UP. THE CONSTRUCTION SHALL NOT BE WITHIN 10'‐0" OF ANY POWER LINES‐‐WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES.

3. GRADE SHALL FALL A MINIMUM OF 6" WITHIN THE FIRST 10‐FT (5%) OF THE FOUNDATION WALL. IMPERVIOUS SURFACES W/ IN 10' SLOPE 2% AWAY FROM FOUNDATION.

4. BEYOND 10' OF THE STRUCTURE, SLOPE GRADE FOR LANDSCAPE AND A.C. PAVEMENT 1.0% AND CONCRETE PAVEMENT .5%

5. PROVISIONS SHALL BE MADE FOR CONTRIBUTORY DRAINAGE AT ALL TIMES.

6. AUTOMATIC IRRIGATION SYSTEM SHALL BE WEATHER‐ BASED. INSTALL A LOW WATER CONSUMPTION IRRIGATION SYSTEM WHICH MINIMIZES THE USE OF SPRAY TYPE HEADS.

EXISTING HARDSCAPE

3

NOTE: SEE SPECIFICATION FOR NARROW PROFILE RAIN BARRELS

TOTAL NEW PAVING AREA = 2685 SF

TOTAL EXISTING PAVING AREA = 1531 SF

2685 SF ‐ 1531 SF = 1154 SF ADDED CONTRIBUTING AREA

1001 SF < 1154 SF < 1500 SF, THEREFORE150 SF OF PERMEABLE PAVING REQ'D W/ 1FT GRAVEL SUBBASE

PROVIDING 826 SF OF PERMEABLE PAVING(W/ 1FT GRAVEL SUBBASE)

101

117

104

111

112 113 114 115 116

101

102103

105

106107

108109

104

103

105

106107

108109

111

110

206

204

203

KITCHEN

GARAGE

LIVING

DINING

ENTRY

POWDER

BEDROOM 1BATH

BEDROOM 2HIS CLOSETHER CLOSET MASTER BATH

MASTER BEDROOM

GARDEN

REF.OVEN/MICROWAVE

WINEREF.

CLOSET

W/D

LINEN

CLOSET

CLOSET

CLOSET

PRIVATE GARDEN

GARDEN

1A4.0

1A4.0

1A4.1

3A4.1

2A4.0

2A4.0

DN

PLANTER

96.11 F.F.

95.59 F.F.

94.19 F.F.94.64 F.F.

95.56

95.00

95.59 F.F.

95.56

RAIN BARREL

PLANTER

96.63

94.02

96.07 92.7793.57

95.30

7

5

3

12

(E)

217

11

10

10

8

2

2

12

1

10

2

12 12 12 1218 14

17

2

2

2

11

2

56

16

3

12

(E)

(E)

(E)

10

13

17

3

12

30" MIN.

30" MIN.

36" MIN.

WOODTILE

WOODTILE

WOOD

TILE

DW

R = 6 1/4"

R = 6 1/4"

R = 6 3/4"

DN

2R @ 5.5"1T @ 12"

4R @ 7 1/2"3T @ 12"

36"COOKTOP

PANTRY PANTRY PANTRY

SD

S/C

SD

SD

15

94.10

16

12

22

3

EF

EF

EF

5

PLANTER

12

2A3.0

1A3.0

2A3.1

1A3.1

1A5.0

3A5.2

1A5.1

1A5.2

4A5.2

7'‐0"

NEW CONSTRUCTION

21

19

R = 7"

112

DN

3' ‐6"

2R @ (VARIES)1T @ 12"

(E)

3

P L

P L

P L

1/2"

15" MIN.

C L

15" MIN.

CL

15" MIN.

C L

1/2"

95.00

1/2"

4'‐0"

4'‐0"

1/2"

S/C

(E)

AREA WITH CEILING HEIGHT > 14'= +/‐ 2'‐2 1/4" x 8'‐4 1/2" = 19 SF V.I.F.

23

3A4.0

3A4.0

24

25



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CHANRESIDENCE

L/Sa #15428.00


FLOOR PLAN ‐ MAIN HOUSE 11/4"=1'‐0"

FLOOR PLANMAIN HOUSE

A2.0N

KEY NOTES:

(E) ELECTRICAL PANEL

(N) HARDWOOD FLOOR

(N) CONCRETE PATIO/STAIRS

(NOT USED)

(E) SITE WALL

(E) SITE FENCE

(E) 2'‐8" GATE

(E) SKYLIGHT ABOVE ‐ REMOVE & PATCH CEILING

(NOT USED)

(N) STEP

(N) BUILT‐IN SEATING: SEE A5.3/3

INFILL WALL: MATCH ADJ. FINISHES

(N) SITE DRAIN

(E) GAS METER

(E) CONCRETE WALKWAY


ROOF ABOVE

(E) CRAWL HOLE

(N) FIRE PIT ‐ PER SEPARATE PERMIT

(NOT USED)

(N) BUILT‐IN DESK

LINE OF TRANSITION FROM NEW TO EXISTING

ACCESS OPENING TO ATTIC ABOVE,22" X 30" MIN.

MIN 1" CONDUIT TO ACCOMODATE 208/240 VOLT BRANCH CIRCUIT. UPGRADE ELECTRIC PANEL AS REQ. TO SUPPORT AND PROVDE LEVEL 2 EVSE

NEW SLAB ON GRADE AREA: PROVIDE 4" THICK BASE OF 1/2" OR LARGER CLEAN AGGREGATE AND VAPOR BARRIER IN DIRECT CONTACT WITH CONCRETE, SEE STRUCTURAL DRAWINGS FOR SLAB DESIGN

1

2

.

GENERAL NOTES:

PROJECT NORTHTRUE

NORTH

LEGEND:

(N) WALL

(E) WALL


2. DIMENSIONS TO NEW WALLS ARE TO FRAMING UNLESS NOTED OTHERWISE. CONTRACTOR TO VERIFY ALL OPENINGS & ADJUST AS REQUIRED.

3. THE CONSTRUCTION SHALL NOT RESTRICT A 5'‐0" CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL BOXES, TRANSFORMERS, VAULTS, PUMPS VALVES, METERS, ETC.) OR TO THE LOCATION OF THE HOOK UP. THE CONSTRUCTION SHALL NOT BE WITHIN 10'‐0" OF ANY POWER LINES‐ WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES.

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

SD

EFNEW EXHAUST FAN:SEE GRN 14/#24,25

SMOKE DETECTOR

S/CSMOKE DETECTOR/CARBON MONOXIDE DETECTOR

18

19

20

21

22

23

24

25

KITCHEN

GARAGE

LIVING

DINING

ENTRY

POWDER

BEDROOM

BATHSTUDYHIS CLOSETHER CLOSET MASTER BATH

MASTER BEDROOM

CLOSET

W/D

LINEN

CLOSET

CLOSET

CLOSET

1

SD

S/C

SD

SD

EF

EF

EF

8'‐0"

8'‐0"

8'‐0"

8'‐0"

8'‐0"

8'‐0"

8'‐0"8'‐0"

8'‐0"

8'‐0"

3 3 3

33

33

3

43

3

3 3 3

334

33

33

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

11

1

4

3

33

4 4

3

4

4

3

3 3

5

S/C

CF

SD

RECESSED DOWNLIGHT

RECESSED WALL‐WASH

SURFACE MOUNTED ACCENT LIGHT

WALL SCONCE

WALL MOUNTED UPLIGHT

SURFACE/PENDANT FIXTURE, LG/SM

LINEAR FLOURESCENT FIXTURE

UNDER/OVER CABINET FIXTURE

GRADE MOUNTED TREE UPLIGHT

PATH LIGHT

SMOKE DETECTOR

CEILING FAN

SWITCH (CL@ 31" AFF, U.O.N.)

RCP SYMBOLS LEGEND

J

EF

WP

D

3

4

DIMMER SWITCH

THREE‐WAY SWITCH

FOUR‐WAY SWITCH

WATERPROOF SWITCH

J‐BOX

EXHAUST FAN

HIGH RECESSED LIGHT

RECESSED STEPLIGHT

MOTION ACTIVATED LIGHT

MOTION SENSOR

SWITCHED OUTLET (HALF HOT)

MS



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CHANRESIDENCE

L/Sa #15428.00


RCP ‐ MAIN HOUSE 11/4"=1'‐0"

RCPMAIN HOUSE

A2.1N

KEY NOTES:

BEAM ABOVE

MOTION SENSOR SWITCH

LINEAR LED ON TOP OF BEAM

SUSPENDED FIXTURE UNDER BEAM

ACCESS OPENING TO ATTIC,22" X 30" MIN.

1

2

.

GENERAL NOTES:

PROJECT NORTHTRUE

NORTH

1. VERIFY ALL HEIGHTS, ORIENTATIONS AND PLAN LOCATIONS OF DEVICES W/ARCHITECT PRIOR TO INSTALLATION. INSTALL BOXES AND REVIEW IN FIELD W/ARCHITECT PRIOR TO WIRING.

2. ELECTRICAL SYSTEM IS DESIGN‐BUILD. THESE SCHEMATIC DRAWINGS ARE FOR DESIGN PURPOSES ONLY. CONTRACTOR RESPONSIBLE FOR CODE COMPLIANCE.

3. ALL SWITCHES TO BE LEVITON DECORA ROCKER SWITCHES

4. ALL DIMMER TO BE LEVITON DECORA UNIVERSAL DIMMERS

5. ALL FACEPLATES TO BE LEVITON DECORA PLUS SCREWLESS

6. COMBINE MULTIPLE SWITCHES INTO SINGLE FACEPLATE AS APPROPRIATE

7. SEE KEYNOTE FOR SEQUENCE OF SWITCHES WHERE CLUSTERED

3

4

5

111

109

105

206207

204

208

209

210

211

201

202

203

202

201

205

GARDEN

PRIVATE GARDEN

PRIVATE GARDEN

GARDEN

RECREATION ROOM

BATH

RAIN BARREL

WOOD

TILE

BENCH W

ALL

BEN

CH W

ALL

2A4.1

2A4.1

1A4.0

1A4.1

1A4.1

3A4.1

3A4.1

DN

DN

PLANTER

RAMP

1 : 19.23

95.00

96.46

96.46

RAIN BARREL

RETAINING BEN

CH W

ALL

PLANTER

207

96.63

98.00

98.00

95.30

3'‐6"

96.50 F.F.

2

12

13

3R @ 5 7/8"2T @ 18"

5

PLANTER

8

12

7

3'‐3 1/2"1'‐6"

13

8

73

EF

2

2

18

1

6

13

5

12

16

13

12

9

S/C

2A3.0

3A3.2

2A3.2

1A3.2

RAIN BARREL

RAIN BARREL

AC

19

R = 7"DN 3R @ 5 7/8"

2T @ 18"

3'‐6"

CL

11

11

11

8

17

17

PLANTER

PLANTER

13

PRIVATE GARDEN

3

P L

P L

5'‐0" MIN.

7'‐0"1/2"

1/2"

18"

3'‐6"

95.00

1"

4'‐0"

1/2"3

A4.0

25



310.231.0300


10.14.1511.25.1512.04.1512.18.1501.29.1602.02.16



CHANRESIDENCE

L/Sa #15428.00


FLOOR PLANRECREATION

ROOM

A2.3FLOOR PLAN ‐ RECREATION ROOM 11/4"=1'‐0"

N

KEY NOTES:

.1

2

.

GENERAL NOTES:

PROJECT NORTHTRUE

NORTH

LEGEND:

(N) WALL

(E) WALL


(N) HARDWOOD FLOOR

(N) CONCRETE PATIO

(NOT USED)

(E) SITE WALL

(E) SITE FENCE

(N) BENCH WALL


(N) BUILT‐IN SEATING

(N) STEP


ROOF ABOVE

(N) SITE DRAIN

(N) CONCRETE STAIRS

PREMANUFACTURED GAS FIRE APPLIANCE: ________ W/ VIEW OPENING BOTH SIDES

(N) PERMEABLE PAVING

CHANGE IN PAVING TYPE

ACCESS PANEL TO CRAWL SPACE FOR HVAC ACCESS: 36" x 60"

(N) FIRE PIT ‐ PER SEPARATE PERMIT


2. DIMENSIONS TO NEW WALLS ARE TO FRAMING UNLESS NOTED OTHERWISE. CONTRACTOR TO VERIFY ALL OPENINGS & ADJUST AS REQUIRED.

3. THE CONSTRUCTION SHALL NOT RESTRICT A 5'‐0" CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL BOXES, TRANSFORMERS, VAULTS, PUMPS VALVES, METERS, ETC.) OR TO THE LOCATION OF THE HOOK UP. THE CONSTRUCTION SHALL NOT BE WITHIN 10'‐0" OF ANY POWER LINES‐ WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES.

SD

EFNEW EXHAUST FAN:SEE GRN 14/#24,25

SMOKE DETECTOR

S/CSMOKE DETECTOR/CARBON MONOXIDE DETECTOR

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

RETAINING WALL DETAIL 21‐1/2"=1'‐0"

N

+0'‐0" (95.59')1ST F.F. AT LIVING/MASTER

+15'‐6" V.I.F. (ELEV. NOT ON SURVEY)T.O. ROOF AT MAIN ROOF

‐2'‐2 1/4" (93.4')LOWEST GRADE 5' FROM STRUCTURE

+15'‐0 1/8" (110.6')T.O. ROOF AT LIVING & MASTER

+0'‐6 1/4" (96.11')1ST F.F. MAIN FLOOR

1

1

1

3

5

66

117101

104

102

101

7

30" MAX.

30" MAX.

MAX. TOTA

L HT. = 17'‐8 1/4"

19

314

17

13

3

14

11

16

7

20

14

13

27

18 19

15

10

17

323

TT





+0'‐6 1/4" (96.11')1ST F.F. MAIN FLOOR

1

2

4

111

105104

3

7710

9

MAX. TOTA

L HT. = 17'‐8 1/4"

6

25

12

1

15

8

10

10

25 TTTTTTTTT



310.231.0300


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CHANRESIDENCE

L/Sa #15428.00


EXTERIOR ELEVATIONSMAIN HOUSE

A3.0NORTH ELEVATION ‐ MAIN HOUSE 11/4"=1'‐0"

KEY NOTES:

1

GENERAL NOTES:

(E) TILE ROOF, NO CHANGE ‐ PATCH WHERE REQUIRED

(N) PAINTED FASCIA

(N) STUCCO TO MATCH (E) FINISH, PTD.

DEMOLISH (E) FIREPLACE & CHIMNEY

(N) CONCRETE STEPS

(N) WOOD TRIM, PTD.

(N) WOOD PANEL W/ FACTORY FINISH

(E) DOOR

(N) RAIN BARREL, SEE A1.1

(E) STUCCO, PTD.

DEMOLISH (E) DOOR

DEMOLISH (E) WINDOW

(N) STUCCO TO MATCH (E) FINISH, TOP TO BOTTOM, PTD.

(N) WOOD WINDOW SILL PTD.

(E) DOWNSPOUT, PTD.

(E) STRUCTURAL SUPPORT COLUMN, PTD.

(E) GUTTER, PTD.

(E) GATE, PTD.

(E) SITE WALL

MODIFY (E) ROOF SHAPE

(NOT USED)

(NOT USED)

(E) GARAGE DOOR, PTD.

(NOT USED)

(N) CONCRETE STEP/LANDING

(NOT USED)

(E) DRIVEWAY

2

3

4

5

6

T

LEGEND:

TEMPERED

NEW STUCCO FINISH TO MATCH (E); PAINTED

7

8

9

SOUTH ELEVATION ‐ MAIN HOUSE 21/4"=1'‐0"

1. ALL EXISTING WINDOWS TO BE REPLACED.

2. PROVIDE EMERGENCY EGRESS FROM SLEEPING ROOMS. MINIMUM ‐ 24" CLEAR HEIGHT, 20" CLEAR WIDTH, 5.7 SF MINIMUM AREA (5.0 SF AT GRADE LEVEL) & 44" MAXIMUM TO SILL. (R310.1)

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

(N) (E)





+0'‐6 1/4" (96.11')1ST F.F. MAIN FLOOR

12

5

112

113114

115

116

9

LESS

THAN

30"

MAX. TOTA

L HT. = 17'‐8 1/4" 17

12

12

12

12

12

18

1927

15

1710

310

10

153

14

14

2214

20

14

2'‐9"A.F.F.

V.I.F.

2'‐8"A.F.F.

EGRESSEGRESS

TT

T

(E) (N)





+0'‐6 1/4" (96.11')1ST F.F. MAIN FLOOR

3

2

1

1

1

4

6

5

3

105

106

103107

109108

7 7

30" MAX.

MAX. TOTA

L HT. = 17'‐8 1/4"

1

1

12 26

7

11

3

15

17

5

12

11

11

3

3

1817

17

20

10

17

21

17

1

23

3

14

TTTT



310.231.0300


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CHANRESIDENCE

L/Sa #15428.00


EXTERIOR ELEVATIONSMAIN HOUSE

A3.1EAST ELEVATION ‐ MAIN HOUSE 11/4"=1'‐0"

WEST ELEVATION ‐ MAIN HOUSE 21/4"=1'‐0"

KEY NOTES:

1

GENERAL NOTES:

T

LEGEND:

TEMPERED

NEW STUCCO FINISH TO MATCH (E); PAINTED

1. ALL EXISTING WINDOWS TO BE REPLACED.


(E) TILE ROOF, NO CHANGE ‐ PATCH WHERE REQUIRED

(N) ROOFING ‐ SEE A1.0

(N) STUCCO TO MATCH (E) FINISH, PTD.

DEMOLISH (E) FIREPLACE & CHIMNEY

(N) CONCRETE STEPS

(N) WOOD TRIM, PTD.

(N) WOOD PANEL W/ FACTORY FINISH

CARPORT (N): PTD.


(E) STUCCO, PTD.

DEMOLISH (E) DOOR, INFILL WALL AREA

DEMOLISH (E) WINDOW, INFILL WALL AREA

(N) RAMP

(N) WOOD WINDOW SILL PTD.

(E) DOWNSPOUT, PTD.

(NOT USED)

(E) GUTTER, PTD.

(N) GUTTER, PTD.

(N) DOWNSPOUT TO RAIN BARREL

(E) DOWNSPOUT RELOCATED

(E) GATE, PTD.

(E) SITE WALL

MODIFY (E) ROOF

(NOT USED)

(NOT USED)

EXTEND (N) PLYWOOD SHEAR SHEATHING ACROSS ENTIRE FACADE FOR CONTINUOUS APPEARANCE

(E) ELECTRICAL PANEL

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

+0'‐10 7/8" (96.50')1ST F.F.

+15'‐11 7/8" (111.58')T.O. ROOF PARAPET


1

1

2

2

201201

202 203 204

4

MAX. TOTA

L HT. = 16'‐9 3/8"

18"

MAX.

11

18

8

17

11

11

11

10 10

1

9

9

9

15

4

5

9

20

+0'‐10 7/8" (96.50')1ST F.F.

+15'‐11 7/8" (111.58')T.O. ROOF PARAPET


1

2

207206

202

6

3

207

MAX. TOTA

L HT. = 16'‐9 3/8"

15

9

93

9

12

8

13

17

910 10

2

13

15

15

5

20 20 20

20 2021

+0'‐10 7/8" (96.50')1ST F.F.

+15'‐11 7/8" (111.58')T.O. ROOF PARAPET


1

211

210209

208

2

MAX. TOTA

L HT. = 16'‐9 3/8"

17

16

3

9

9

9

8

12

13

1010

15

1010

8

14

7

19

5

20 20 21



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CHANRESIDENCE

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EXTERIOR ELEVATIONSRECREATION

ROOM

A3.2NORTH‐EAST ELEVATION ‐ RECREATION ROOM 11/4"=1'‐0"

WEST ELEVATION ‐ RECREATION ROOM 21/4"=1'‐0"

SOUTH ELEVATION ‐ RECREATION ROOM 31/4"=1'‐0"

KEY NOTES:

1

GENERAL NOTES:

WOOD TRIM, PTD.

(N) BENCH WALL


(N) CONCRETE STEPS


(N) RAMP

(N) LANDSCAPE/PLANTER

(N) TILE ROOF

(N) STUCCO FINISH, PTD.

(N) WOOD WINDOW SILL, PTD.

(N) STRUCTURAL COLUMN, PTD.

(N) GUTTER, PTD.

(N) DOWNSPOUT TO RAIN BARREL, PTD.

(E) SITE WALL

EXTEND PLYWOOD SHEAR SHEATHING ACROSS ENTIRE FACADE FOR CONTINUOUS APPEARANCE


(N) ROOF PARAPET


AC UNIT

CRAWL SPACE VENT 17.25" X 9.75" ‐ S.S. GRILL W/MAX 1/4" X 1/4" OPENINGS

CONCRETE VENT PIT W/VENTILATED TOP

2

T

LEGEND:

TEMPERED

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

REQUIRED CRAWL SPACE VENTILATION 842 SF X 1% = 8.5 SF (METHANE ZONE)

KITCHEN DININGLIVING





+0'‐6 1/4" (96.11')1ST F.F. MAIN FLOOR

MAX. TOTA

L HT. = 17'‐8 1/4"

(E)

5

4 4 4

8

86

12'‐11 1/2"

MAX HT. = 12'‐11 1/2"

7'‐5 1/4" +/‐

STUDY

LIVING / KITCHEN





+0'‐6 1/4" (96.11')1ST F.F. MAIN FLOOR

MAX. TOTA

L HT. = 17'‐8 1/4"

4

2

6

(E)

88

9

8'‐0"

8'‐0"

MAX HT. = 12'‐11 1/2"

4'‐10" V.I.F.

2'‐6"



+0'‐6 1/4" (96.11')1ST F.F. MAIN FLOOR



MASTERBEDROOM

HERCLOSET

HT. VARIES;

TALLEST HT.

4'‐10" V.I.F.

8'‐0"

MAX HT. = 12'‐11 1/2"

3

6

2

MAX. TOTA

L HT. = 17'‐8 1/4"

6



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CHANRESIDENCE

L/Sa #15428.00


A4.0BUILDING SECTION ‐ MAIN HOUSE 11/4"=1'‐0"

KEY NOTES:

1

GENERAL NOTES:

R‐19 BATT INSULATION AT ALL NEW FLOORS AND EXISTING PER TITLE 24

R‐13 BATT INSULATION AT ALL NEW WALLS EXISTING OR ALTERED

ALL NEW ROOFS/ATTIC SPACES ARE UNVENTED TO PROTECT FRAMING INTEGRITY; INSULATION = 2" OF RIGID SPRAY INSULATION DIRECTLY TO UNDERSIDE OF ROOF SHEATHING IN COMBINATION W/BATT TO ACHIEVE R‐30 (R806.5.5.3)

(N) STRUCTURAL PARALLAM BEAM, EXPOSED, STAINED; SEE RCP

(N) CONCRETE STAIR AND LANDING

(N) CONCRETE SLAB ON GRADE

(NOT USED)

(N) MILLWORK BEYOND, SEE INTERIOR ELEVATIONS

(N) COLUMN BEYOND

2

SECTIONSMAIN HOUSE

BUILDING SECTION ‐ MAIN HOUSE 21/4"=1'‐0"

LEGEND:

NEW CONSTRUCTION

EXISTING

3

4

5

6

7

8

9

BUILDING SECTION ‐ MAIN HOUSE 31/4"=1'‐0"

RECREATION ROOM

+0'‐10 7/8" (96.50')1ST F.F.

+15'‐11 7/8" (111.58')T.O. ROOF PARAPET


MAX. TOTA

L HT. = 16'‐9 3/8"

8 8

4

2

3

2

5

6

9

18"

14

7

8'‐0"11'‐3 3/8"

+0'‐10 7/8" (96.50')1ST F.F.

+15'‐11 7/8" (111.58')T.O. ROOF PARAPET


RECREATIONROOM

FAU

MAX. TOTA

L HT. = 16'‐9 3/8"

2

5

3

2

48 8

9

18"

1

7

8'‐0"

3'‐0" 16"

12'‐4 5/8"

RECREATION ROOM

+0'‐10 7/8" (96.50')1ST F.F.

+15'‐11 7/8" (111.58')T.O. ROOF PARAPET (BEYOND)


BATH

MAX. TOTA

L HT. = 16'‐9 3/8"

2

5

33

2

5

6

18"

1

7

18"

8'‐0"

8'‐0"



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CHANRESIDENCE

L/Sa #15428.00


A4.1BUILDING SECTION ‐ RECREATION ROOM 11/4"=1'‐0"

BUILDING SECTION ‐ RECREATION ROOM 21/4"=1'‐0"

BUILDING SECTION ‐ RECREATION ROOM 31/4"=1'‐0"

GENERAL NOTES:

SECTIONSRECREATION

ROOM

LEGEND:

NEW CONSTRUCTION

KEY NOTES:

1 R‐19 BATT INSULATION AT ALL NEW FLOORS AND EXISTING PER TITLE 24

R‐13 BATT INSULATION AT ALL NEW WALLS EXISTING OR ALTERED

ALL NEW ROOFS/ATTIC SPACES ARE UNVENTED TO PROTECT FRAMING INTEGRITY; INSULATION = 2" OF RIGID SPRAY INSULATION DIRECTLY TO UNDERSIDE OF ROOF SHEATHING IN COMBINATION W/BATT TO ACHIEVE R‐30 (R806.5.5.3)

(N) CONCRETE STAIR AND LANDING

(N) CONCRETE SLAB

(E) SITE WALL


(N) COLUMN BEYOND


2

3

4

5

6

7

8

9

A FIXED

101

SEE SCHED

.

SEE SCHED.

B FIXED

102

SEE SCHED

.

SEE SCHED.

C FRENCH CASEMENT

103

4'‐0"

3'‐1 1/4"

105D

104

4'‐0"

6'‐9 1/4"

FIXED

107E

106

FIXED WITH AWNING

6'‐10"

3'‐2"

F108

FIXED WITH HOPPER

8'‐0"

SEE SCHED.

109G

113

AWNING

112

3'‐2"

3'‐0"

115H

114

FIXED WITH CASEMENT

SEE SCHED

.

SEE SCHED.

117I

116

CASEMENT

SEE SCHED

.

SEE SCHED.20" CLR.

J201

FIXED

7'‐0"

5'‐0"

K202

4'‐0"

SEE SCHED.

FIXED WITH CASEMENT

203 204206L

207M

208

FIXED WITH CASEMENT

4'‐0"

7'‐8"

209N

210

CASEMENT

4'‐0"

2'‐0"

210

FIXED W/CASEMENT

7'‐0"

2'‐6"

111

20" CLR.

A SINGLE PIVOT DOOR

101

6'‐8"

3'‐6"

C SINGLE DOOR

103

SEE SCHED

ULE

SEE SCHED.

D SLIDING DOORS

104

7'‐10"

15'‐6"

E DOUBLE DOOR

105

SEE SCHED

.

SEE SCHED.

201202F SINGLE DOOR

106

SEE SCHED

.

SEE SCHED.

107108110

203205206

B DOUBLE POCKET DOOR

109

6'‐8"

6'‐0"

207 111

112



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CHANRESIDENCE

L/Sa #15428.00


DOOR SCHEDULE ‐ MAIN HOUSE 1DOOR SCHEDULE ‐ RECREATION ROOM 2

DOOR TYPES 31/4"=1'‐0"

WINDOW TYPES 61/4"=1'‐0"

WINDOW SCHEDULE ‐ MAIN HOUSE 4WINDOW SCHEDULE ‐ RECREATION ROOM 5

Window Schedule ‐ Main HouseNo. Location Size Type Const. Finish Glazing Screen Hdwr. Notes

W H

101 Powder 1'‐6" 3'‐0" A Wood Ptd. Double No

102 Entry 1'‐4" 6'‐10" B Wood Ptd. Double, Tempered No

103 Dining 3'‐1 1/4" 4'‐0" C Wood Ptd. Double Yes

104 Dining 6'‐9 1/4" 4'‐0" D Wood Ptd. Double No

105 Dining 3'‐1 1/4" 4'‐0" C Wood Ptd. Double Yes

106 Kitchen 3'‐2" 6'‐10" E Wood Ptd. Double Yes

107 Living 1'‐6" 6'‐10 1/2" B Wood Ptd. Double, Tempered No

108 Master Bedroom 4'‐0" 8'‐0" F Wood Ptd. Double, Tempered Yes


110 (not used)

111 Master Bedroom 4'‐0" 8'‐0" F Wood Ptd. Double, Tempered No


113 Master Bath 3'‐0" 3'‐2" G Wood Ptd. Double, Tempered Yes

114 Bedroom 2 5'‐0" 4'‐0" H Wood Ptd. Double Yes EGRESS

115 Bath 3'‐0" 3'‐2" G Wood Ptd. Double, Tempered Yes

116 Bedroom 1 1'‐9 3/4" 3'‐10 3/4" I Wood Ptd. Double Yes EGRESS

117 Bedroom 1 3'‐9 1/4" 4'‐1 1/2" H Wood Ptd. Double Yes

Window Schedule ‐ Recreation RoomNo. Location Size Type Const. Finish Glazing Screen Hdwr. Notes

W H

201 Recreation Room 5'‐0" 7'‐0" J Wood Ptd. Double, Tempered No

202 Recreation Room 5'‐2" 4'‐0" K Wood Ptd. Double Yes

203 Recreation Room 5'‐2" 4'‐0" H Wood Ptd. Double Yes

204 Recreation Room 4'‐11 3/4" 4'‐0" K Wood Ptd. Double Yes

205 Ptd. Double (not used)

206 Recreation Room 5'‐8 1/4" 4'‐0" H Wood Ptd. Double Yes

207 Recreation Room 3'‐3" 4'‐0" A Wood Ptd. Double No

208 Recreation Room 7'‐8" 4'‐0" M Wood Ptd. Double Yes

209 Recreation Room 2'‐0" 4'‐0" I Wood Ptd. Double No

210 Recreation Room 2'‐0" 4'‐0" N Wood Ptd. Double Yes

211 Bath 2'‐6" 7'‐0" L Wood Ptd. Double Yes

DOOR & WINDOWSCHEDULES

& TYPES

A6.0

GENERAL NOTES:

1. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD


Door Schedule ‐ Recreation RoomNo. Location Size Type Const. Finish Glazing Frame Screen Hdwr. Notes

W H

201 Recreation Room 5'‐0" 6'‐10" E Wood Ptd. Double, Temp. Wood No

202 Recreation Room 5'‐0" 6'‐10" E Wood Ptd. Double, Temp. Wood No

203 (Not Used)

204 (Not Used)

205 Bath 2'‐8" 6'‐10" F Wood Ptd. None Wood No

206 (Not Used)

207 Recreation Room 2'‐8" 6'‐10" C Wood Ptd. Double, Temp. Wood No

Door Schedule ‐ Main HouseNo. Location Size Type Const. Finish Glazing Frame Screen Hdwr. Notes

W H

101 Entry 3'‐6" 6'‐8" A Wood Ptd. Double, Temp. Wood No

102 (Not Used)

103 Living 3'‐0" 6'‐8 1/2" C Wood Ptd. Double, Temp. Wood No

104 Living 15'‐6" 7'‐10" D Wood Ptd. Double, Temp. Wood No

105 Master Bedroom 4'‐0" 7'‐10" E Wood Ptd. Double, Temp. Wood No EGRESS

106 Her Closet 2'‐8" 6'‐8" F Wood Ptd. None Wood No

107 Master Bath 2'‐8" 6'‐8" F Wood Ptd. None Wood No

108 His Closet 2'‐8" 6'‐8" F Wood Ptd. None Wood No

109 Bedroom 2 6'‐0" 6'‐8" B Wood Ptd. None Wood No

110 Closet 2'‐1" 6'‐8" F Wood Ptd. None Wood No

111 Powder 2'‐8" 6'‐8" F Wood Ptd. None Wood No

112 Master Bedroom 2'‐8" 6'‐8" F Wood Ptd. None Wood No

5/8" 1"

HEADER PER STRUCT.

POCKET DOOR TRACK AND HARDWARE PER SPEC.

GWB

J‐BEAD

DOORFIXED WOOD TRIM, PTD.

REMOVABLE WOOD TRIM W/ FLUSH HEX SCREWS, PTD.

5/8"15/16" 1 3/8" 5/8"15/16"1/8" 1/8"

1X2 NAILER

JAMB BEYOND

TILE FLOOR

ALUM. CHANNEL

CAULK

TEMPERED GLASS

GWB

J‐BEAD

ALUM. CHANNEL

FLUSH

FLUSH

SOLID SURFACE COUNTER, MITERED CORNERS

1 1/2"

SQUARE EASED EDGE, TYP.

CAB. D

OOR

/ DRAWER

CAB. BOX 1/2"

DOOR

SIDES OF WALL

BASE BELOWWOOD STUD

JAMBSTOP

JAMB

STOP

BASE MITER CORNER

2"

1 1/2"

V.I.F.

LAP SIDING ‐ CUT SLOT @ BRACKET

GUTTER STRAP BRACKET W/SUNK

FASTENERS

GUTTER STRAP, SEE ELEVATIONS FOR LOCATIONS, FINISH TO MATCH ROOFING MATERIAL

3" GUTTER

S.S. FASTENER W/LOCK NUT

5/8"

1"

HEADER PER STRUCT.

POCKET DOOR TRACK AND HARDWARE PER SPEC.

GWB

J‐BEAD

DOOR

FIXED WOOD TRIM, PTD.

REMOVABLE WOOD TRIM W/ FLUSH HEX SCREWS, PTD.

5/8" 1 15/16" 1 3/8" 5/8"1 15/16"1/8" 1/8"

2X FLAT FRAME @ POCKET

WOOD BASE BELOW

5/8"5/8"

FACE OF PERPENDICULAR WALL PLANE WHERE OCCURS

5/8" 5 1/2" SEE STRUCTURAL

7/8"

3‐PART STUCCO O/LATH

2 LAYERS GRADE 'D' BUILDING PAPER

2x FRAMING PER STRUCT.

BATT INSULATION (MIN. R‐13)

PLYWOOD SHEATHING PER STRUCT.

58" GWB

6" ABOVE GRADE

4" ABOVE

PAVED

SURFA

CE

STUCCO OVER LATH

BUILDING PAPER

WEEP SCREED

FOUNDATION PER STRUCT.

SHEATHING PER STRUCT.

ROOFING

PLYWOOD SHEATHING PER STRUCT.

R.R. PER STRUCT.

GWB

MIN. 2" SPRAY. APPLIEDRIGID FOAM INSULATION

BATT INSULATION

ROOF INSULATION ASSEMBLY PER R806.5.5.3

3/4"1/4"

5/8"3/8"

1/4"

DOOR

SILL PAN

GSM FLASHING

CONCRETE LANDING

WOOD THRESHOLD

1/4" 1 3/4" 5 5/8" 1/2"

WOOD OR TILE FLOOR

PLYWOOD SUB‐FLOOR

JAMB BEYOND: ALIGN W/ CMU

F.F.

REDWOOD SILL / STOOLT.M. COBB

WOOD TRIM; PTD.

VAPOR BARRIER

FACE OF WALL BELOW

4 X 4 POST

FACE OF BUILDING BELOW

WOOD TRIM; PTD.

SHIM; TYP.

WOOD STOOL, CLR. FINISH ‐ MITERED @ CORNER

WOOD WINDOW (MFG: T.M. COBB, TYCO SERIES)

WOOD TRIM; PTD.

VAPOR BARRIER

FACE OF WALL BELOW

4 X 4 POST

WOOD TRIM

FACE OF BUILDING BELOW

REDWOOD SILL / STOOLT.M. COBB

SHIM; TYP.



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CHANRESIDENCE

L/Sa #15428.00


DETAILS

A7.0STUCCO WALL SECTION 13"=1'‐0"DOOR THRESHOLD 43"=1'‐0"

POCKET DOOR HEAD 76"=1'‐0"COUNTER EDGE 103"=1'‐0"

WEEP SCREED DETAIL 23"=1'‐0"WINDOW CENTER POST, TYP. 53"=1'‐0"

POCKET DOOR JAMB 86"=1'‐0"DOWNSPOUT 116"=1'‐0"

ROOF INSULATION DETAIL 33"=1'‐0"WINDOW CORNER POST 63"=1'‐0"

BASE/JAMB DETAIL 9N.T.S.SHOWER GLASS 121'‐0"=1'‐0"



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CHANRESIDENCE

L/Sa #15428.00


DETAILS

A7.1WINDOW SILL, TYP. 13"=1'‐0"WELL SECTION 41"=1'‐0"

WINDOW JAMB/HEAD, TYP. 23"=1'‐0"VALLEY FLASHING 5N.T.S.

BASE, TYP. 36"=1'‐0"PARAPET 63"=1'‐0"

PLYWD SHEATHING (SEE STRUCTURAL)

STUCCO OVER LATH

5/8" GWB

BUILDING PAPER

WINDOW

BLOCKING

SOLID WOOD STOOL, PTD., EASEDEDGES

CAULK AS REQ'D

REVEAL, PTD.

J‐BEAD

JAMB BEYOND

1 1/2"

1/4" SILL PAN

ALIGN

3/4"

PLYWD SHEATHING (SEE STRUCTURAL)

STUCCO OVER LATH

5/8" GWB

BUILDING PAPER

WINDOW

HEADER (SEE STRUCT.) NAILER

CAULK AS REQ'D

ALIGN BLOCK WINDOW W/ F.O. FRAMING

DRIP CAP

PTD. MDF BASE

10"

3/4"

3/8"3/16"

6"

9"x14" VENT OPENING: S.S. MESH w/ 1/4" OPENINGS IN ALUM. FRAME

SIDEWALK WHERE OCCURS

CONCRETE WELL FOR VENT

GRAVEL

FLOOR JOIST

FOOTING

6" MIN

STL. GRATE

BRACKET

6" (152 mm)

6" (152 mm)

CARRY GAF UNDERLAYMENT AT LEAST 6" (152MM) OVER GAF LEAK BARRIER.

CENTER FULL WIDTH ROLL OF GAF LEAK BARRIER.DO NOT PLACE FASTENERS WITHIN 6" (152MM) OF CENTER LINE. HORIZONTAL LAPS MUST BE AT LEAST 6" (152MM).

EXTEND END OF SHINGLE AT LEAST

12" (305MM)BEYOND VALLEY

CENTER LINE. NAIL, PUTTING EXTRA

FASTENER IN TOP CORNER OF

SHINGLE.

EXTEND STARTER STRIP ACROSS VALLEYAT LEAST 12" (305MM) AND WEAVE WITHOPPOSITE SIDE STARTER STRIP SHINGLE.

OVERLYING SHINGLES MUST BE CUT SO THEY ARE 2"

(52MM) AWAY FROM VALLEY CENTER LINE.

CLIP SHINGLE CORNERS 45° TO

KEEP WATER FLOW IN THE VALLEY

CENTER. SEAL THE VALLEY SHINGLES TO EACH OTHER USING ASPHALT PLASTIC

CEMENT.

PLYWD. SHEATHING PER STRUCT.

STUCCO

W.P. MEMBRANE

WEEP SCREED

ROOF MEMBRANE: LAP PER MFG.

FRAMING PER STRUCT.

WATER RESISTANT BARRIER CAP ‐ LAP 6" MIN. OVER PLASTER WATER RESISTANT BARRIER(S), NO PENETRATIONS IN TOP FACE

CORNER PERFORATED BEAD: NO PENETRATIONS IN TOP FACE

SLOPE 1/2" / FT. MIN

SELF FURRING LATH

SHINGLES

WINDOW FLASHING 73"=1'‐0"

BITUTHENE WEATHERSHIELD MEMBRANE FLASHING LAPPED UNDER LATH PAPER ABOVE

SHT. MTL. WINDOW HEAD NAILING FIN LAPPED UNDER "BITUTHANE" ABOVE

BITUTHENE WEATHERSHIELD MEMBRANE FLASHING LAPPED UNDER LATH PAPER

BITUTHENE WEATHERSHIELD MEMBRANE FLASHING LAPPED OVER LATH PAPER

SHT. MTL. WINDOW SILL NAILING FIN LAPPED UNDER "BITUTHANE" FLASHING