ACCESSORY DWELLING UNIT - 2 BEDROOM GENERAL NOTES PROJECT DATA:

1. The Contractor shall provide adequate stays and bracing of all framing until all elements of design have been DEPARTMENT PROJECT: incorporated in the project. 2. Contractor shall field verify all dimensions prior to commencing with new work.

OWNER:______3. Work under this permit does not require Special Inspection or structural observation. PLANNING AND BUILDING ADDRESS:______4. If applicable fire walls should be provided and shall comply with section R302. 5. Location of HVAC subject to field inspection. APN NUMBER:______6. HERS Verification required for the HVAC Cooling, HVAC Distribution, & HVAC Fan Systems per T24 Energy Calculation Documentation. Provide completed CalCerts Project Summary Report (PSR) as evidence of Third Party Verification (HERS) STORIES: 1 to Building Inspector prior to final inspection.

FIRE SPRINKLERS: YES/NO SITE PLAN NOTES AND REQUIREMENTS - Applicant shall provide a site plan for property showing the location of the proposed ADU. SQUARE FOOTAGE: 746 SQ. FT. - Location of the ADU shall comply with all setback and Fire Separation Distance requirements of OMC Titles 15 and 17

- Site plan shall be drawn to scale. Site Slope shall not exceed 1 . PLANS DEVELOPED IN TYPE OF CONSTRUCTION: V-B 0% COLLABORATION WITH: - Plans are based on 5' minimum Fire Separation Distance. OCCUPANCY GROUP: R-3 ZONING :______CLIMATE ZONE: 3 BUILDING STAMP EXPOSURE CATEGORY: B SHEET INDEX:

SEISMIC DESIGN CATEGORY (D0, D1, D ) A0.1 COVER SHEET A0.2 GENERAL NOTES A1 FLOOR PLAN A2 ELECTRICAL PLAN APPLICABLE BUILDING CODES: A3 FOUNDATION PLAN 2019 CALIFORNIA BUILDING CODE (CBC) A4 BRACED WALL PLAN A5 DETAILS 2019 CALIFORNIA RESIDENTIAL CODE (CRC) A6 ROOF PLAN 2019 CALIFORNIA CODE (CPC) A7 ELEVATIONS 2019 CALIFORNIA MECHANICAL CODE (CMC) 2019 CALIFORNIA ELECTRIC CODE (CEC) PLANNING STAMP COVER PAGE 2019 CALIFORNIA EXISTING BUILDING CODE (CEBC) 2019 CALIFORNIA ENERGY CODE 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE 2019 CALIFORNIA FIRE CODE OAKLAND MUNICIPAL CODE TITLES 15 AND 17 OWNER'S NAME: PROJECT ADDRESS:

SHEET: A0.1 CALIFORNIA MECHANICAL CALIFORNIA ENERGY CODE NOTES CALGREEN CODE NOTES

CODE NOTES NEW CONSTRUCTION MANDATORY MEASURES (CALGREEN CH 4)

EXHAUST SYSTEMS 1. Mandatory measures of section 150 shall apply only to and/or within the 1. INDOOR WATER USE - (CALGreen Section 4.303) All new plumbing fixtures, or specific area of the addition or alteration. (Energy Code Section 150.2) fixtures part of an addition or alteration shall comply with the following 1. Exhaust ducts shall terminate outside the building and be equipped with MANDATORY MEASURES (Energy Code Sections 110 & 150) mandatory allowable flow rates. back draft dampers. (CMC Section 504.1) 2. MANDATORY REQUIREMENTS TO LIMIT AIR LEAKAGE (Energy Code Section 2. range ventilation ducts shall be metal with smooth interior surfaces. MANDATORY FLOW RATE FOR NEW

110.7) - All joist penetrations, and other openings in the building envelope DEPARTMENT FIXTURE TYPE "WATER CONSERVING" FIXTURES (CMC Section 504.3) that are potential source for air leakage shall be caulked, gasketed, 3. The clothes dryer shall be exhausted using approved 4" Ø min ducting. The weather-stripped or otherwise sealed to limit infiltration & exfiltration. SHOWERHEADS 1.8 GPM @ 80 PSI ducting shall not exceed 14' with a maximum of 2-90° elbows, unless 3. PHOTOVOLTAIC REQUIREMENTS LAVATORY FAUCETS 1.2 GPM @ 60 PSI permitted by manufacturer instructions and the local jurisdiction. (CMC All low-rise residential buildings shall have a photovoltaic (PV) system KITCHEN FAUCETS 1.8 GPM @ 60 PPSI PLANNING AND BUILDING Section 504.4) meeting the minimum requirements as specified in Joint Appendix JA11, GRAVITY TANK TYPE WATER CLOSETS 1.28 GAL/ FLUSH 4. No HVAC or water heater vents shall terminate less than 4'-0" below or to the with annual electrical output equal to or greater than the dwelling's side, or less than 1'-0" above any or operable . (CMC Section annual electrical usage as determined by Equation 150.1-C 802.8.1) 4. PIPE INSULATION - (Energy Code Section 150 (j)) Hot water pipe insulation shall have a minimum wall thickness of not less than the diameter of the VENTILATION (Per CMC Section 402 & ASHRAE 62.2) pipe for a pipe up to 2" diameter. Insulate all pipes used to circulate hot A. When single shower fixtures are served by more than one shower-head, water to kitchen fixtures, to a storage tank or between storage tanks. the combined flow rate of all the showerheads shall not exceed the 5. Kitchen - 100 cfm (On Demand), 1 SONE, 5" Ø min duct Insulate the first 5' of piping from the water heater. maximum flow rates specified. 6. Bathroom - 50 cfm (On Demand), 1 SONE, 4" Ø min duct 5. LIGHTING - (Energy Code Section 150 (k)) 3. ENHANCED DURABILITY AND REDUCED MAINTENANCE - (CALGreen 4.406) Whole House - Per plans a. Efficacy - All installed luminaries shall be high-efficacy in accordance Annular spaces around pipes, electric cables, conduits or other openings in Indoor Air Quality Fan - Per plans w/Table 150.0- A plates at exterior walls, shall be protected against the passage of rodents by b. Recessed downlight luminaries in - All assemblies shall be IC closing such opening with cement mortar, concrete masonry or similar PLANS DEVELOPED IN

APPLIANCES COLLABORATION WITH: rated, AT rated, sealed, and comply w/ Joint Appendix JA8. Recessed method acceptable to the building official. 7. Appliances installed in attics shall be accessible through an opening and assemblies shall not contain screw base sockets. 4. POLLUTANT CONTROL - (CAL Green Section 4.504) At the time of rough passageway at least as large as the largest component of the appliance c. Interior lighting, Switching Devices & Controls - Dimmers or vacancy installation, during storage on the construction site and until final startup of and not less than 22" X 30" with minimum 30" headroom clearance. The sensors shall control all luminaries required to have a light source the heating, cooling and ventilating equipment, all duct and other related appliance shall be located within 20' of the passageway access when attic compliant w/ Joint Appendix JA8. (Closets less than 70sf & hallways do air distribution component openings shall be covered with tape, plastic, has less than 6' headroom. Passageway shall be unobstructed and shall not require dimmers or vacancy sensors). At least one luminaire in a sheet metal or other approved method to reduce the amount of water, dust have solid flooring not less than 24" wide from the entrance to the bathrooms, garages, laundry rooms, and utility rooms shall be controlled and debris, which may enter the system. appliance. A permanent 120- volt receptacle outlet and lighting fixture shall by an occupant or vacancy sensor. 5. INTERIOR MOISTURE CONTROL - (CALGreen Section 4.505) Building be located at the entrance to the passageway. (CMC 304.4, CPC 509.4) d. Residential Outdoor Lighting - All fixtures shall be controlled by either materials with visible signs of moisture damage shall not be installed. Wall and photocell & motion sensor, photocontrol & automatic time switch, floor framing shall not be enclosed when the framing members exceed 19 astronomical time clock, or EMCS. percent moisture content per CALGreen Section 4.505.3. Insulation products 6. HVAC - See Title 24 Energy Calculation Documentation which are visibly wet or have a high moisture content shall be replaced or 7. VENTILATION - (Energy Code Section 150 (o)) All dwelling units shall meet allowed to dry prior to enclosure in wall or floor cavities. Wet- applied th requirements of ASHRAE 62.2 SEE CALIFORNIA MECHANICAL CODE NOTES. insulation products shall follow the manufacturer's drying recommendations CALIFORNIA RESIDENTIAL prior to enclosure. Concrete slab foundations required to have a vapor retarder and capillary break. 6. INDOOR AIR QUALITY - (CALGreen Section 4.506) Each bathroom shall be CODE NOTES mechanically ventilated with ENERGY STAR compliant fan. The fan shall be controlled by a humidity control and ducted outside the building. The humidity control shall be capable of adjustment between a relative humidity range of 50 to 80 percent. A humidity control may utilized manual or 1. All new or replaced windows shall be dual glazed with low-E glass. Do not automatic means of adjustment. A humidity control may be a separate remove NFRC stickers from glazing prior to approved inspection. Bedroom components to the exhaust fan and is not required to be integral. windows shall have a minimum net clear escape opening of 5.7 SF with a 7. ENVIRONMENTAL COMFORT - (CALGreen Section 4.507) Perform residential minimum net clear opening height of 24" and minimum net clear opening load calculations using ANSI/ACCA 2 Manual J approved methods or width of 20". The window opening bottom edge shall not be more than 44" software. Size ducting in accordance with ANSI/ACCA 1 Manual D. Select above the floor. (CRC Section R310) cooling equipment according to ANSI/ACCA 3 Manual S. 2. The Contractor shall provide safety glazing for all conditions deemed a "hazardous location" per CRC Section R308.4.

BATHROOMS GENERAL NOTES 3. Wall finishes at shower/ bathtub enclosures shall consist of a non- absorbent surface and extend up to six feet above finish floor per CRC R307.2. "Green Board" is not acceptable in shower/ bathtub enclosures. Acceptable tile based materials at shower/ bathtub enclosures include fiber cement, fiber mat reinforced concrete, glass mat gypsum backers, or fiber reinforced gypsum backers. (CRC Section R702.4.2) OWNER'S NAME: PROJECT ADDRESS:

SHEET: A0.2 SHEET NOTES CALIFORNIA PLUMBING CODE NOTES 1. USE 'DUROCK', 4 'WONDERBOARD', OR AN GENERAL A5 APPROVED EQUAL BEHIND 36'-4" GLUED-ON TILE IN TUB, 1.1. Provide Provide a backa back flow flow prevention prevention device device at all hose at all bibs hose and bibs water and BATH, OR SHOWER AREAS. supplywater lines. supply (CPC lines. 603.3) (CPC Section 603.3) 2. SEPARATE SEWER LATERAL 2.2. Showers Showers and and shower/ shower/ tub tub combinations combinations shall shallhave haveindividual individual 10'-2" 2'-4" 9'-4" 14'-6" PERMIT AND INSPECTIONS controlcontrol valves valves of theof the pressure pressure balance, balance, thermostatic thermostatic or or REQUIRED FROM DOT PRIOR combinationcombination pressure pressure balance/thermostatic balance/thermostatic mixing mixing valve type.valve TO CONNECTING. Providetype. Providetemperature temperature regulation regulation to limit hot to water limit temperaturehot water to 7'-0" 3'-2" 7'-11" 1'-5" 4'-3" 10'-3" 120°F. The water heater thermostat shall not be considered appropriatetemperature means. to 120°F. (CPC 408.3)The water heater thermostat shall not

3. Nobe Domestic considered dishwashing appropriate machine means. shall (CPCbe directly Section connected 408.3) to DEPARTMENT 3.a Thedrainage pressure system absorbing or food wastedevice disposer at the withoutfollowing the quick use of acting an 4040 H.S. 6 3020 H.S. 3040 H.S. approvedvalves: dishwashers dishwasher air and gap washing fitting on machines the discharge in dwelling side of theunits dishwashingshall be wither machine. air chambers Listed air orgaps listed shall mechanical be installed devices.with the

5 flood-level(CPC Section (FL) making 609.10) at or above the flood level of the or PLANNING AND BUILDING drainboard, whichever is higher. (CPC 807.3) BATHROOMS4. Water closet stool shall be located minimum 15" from its center D/W to any side wall or obstruction (minimum 30" clear space in 7 2 width) and have a clear space in front of the water closet stool 4.not Water less thancloset 24". stool (CPC shall 402.5) be located minimum 15" from its 5'-6" 5'-6" 5 15" 15" 7 4 center to any side wall or obstruction (minimum 30" clear BATH MIN MIN space in width) and have a clear space in front of the 6'-10" 3 water closet stool not less than 24". (CPC 402.5) 1 KITCHEN MIN 2 2'-0" 10'-10" 3040 H.S. 3040 H.S. REF DOOR AND FRAME SCHEDULE CLOSET PLANS DEVELOPED IN 5'-6" SIZE COLLABORATION WITH: 5'-4" BEDROOM 2 SYMBOL

4'-0" 2 WD HGT THK STYLE 4 1 3'-0" 6'-8" 1 3/4" L.H. 21'-4" 21'-4" 10'-4" 2 2'-8" 6'-8" 1 3/8" L.H. 3 HALLWAY BEDROOM 1 2'-4" 10" 10" 2' 2'-8" 3'-6" 3 3'-0" 6'-8" 1 3/8" R.H

5'-0" 4 ENTRY 4 5'-0" 6'-8" 1 3/8" BIFOLD 5 5'-0" 6'-8" 1 3/8" SLIDER 10'-6" LAUNDRY 3040 H.S. 3040 H.S. 1 NOTE: 5 (1) ALL HEADERS AT EXTERIOR DOOR AND WINDOW 7'-0" OPENINGS SHALL BE 4X8 D.F. #2 MIN.

5'-6" LIVING ROOM 5'-6" 2 (2) WINDOWS IN BEDROOMS THAT ARE A PART OF EMERGENCY EGRESS 8 A4 ESCAPE RESCUE OPENING REQUIREMENTS SHALL HAVE A SILL

2'-10" HEIGHT NO MORE THAN 44" ABOVE FINISHED FLOOR.

(3) ALL WINDOWS SHALL HAVE A MAX. WINDOW HEIGHT OF 84" 4040 H.S. 3040 H.S. 3040 H.S.

4'x4' POSTS

4'-7" FLOOR PLAN LEGEND FLOOR PLAN 72" X 36" TUB/SHOWER UNIT 7'-0" 6'-0" 4'-6" 4'-0" 4'-6" 1 SHOWER HEAD 1.8 GPM

13'-0" 10'-4" 13'-0" 2 TOILET 1.28 GPM

36'-4" 3 22"X30" ATTIC ACCESS PANEL

4 RANGE/OVEN W/ HOOD ABOVE 3' X 3' CONCRETE PAD FOR NOT USED 5 AC CONDENSER WALL LEGEND 6 EXTERIOREXT. TANK-LESS WATER HEATER W/H OWNER'S NAME: PROJECT ADDRESS: FLOOR PLAN 2X6 WOOD STUDS @16" O.C. SHEET: 7 LAVATORIES 1.2 GPM SCALE 1" = 1'-0" 4 2X4 WOOD STUDS @16" O.C. 8 EXHAUST FOR DRYER A1 GENERAL NOTES CALIFORNIA ELECTRICAL CODE NOTES 1. ALL HVAC EQUIPMENT AND WATER HEATERS TO COMPLY PROVIDE SWITCH & WITH APPROVED ENERGY CALCULATIONS FOR TYPE AND EXT. TANK-LESS RECEPTACLE OUTLET +48 AFF EFFICIENCY. GROUNDING W/H W/ DEDICATED 1" NOTE: A WEATHER-PROOF GFCI PROTECTED IN ATTIC SPACE RECEPTACLE OUTLET IS REQUIRED WITHIN 25' 120V GAS PIPE 120V 1. Provide UFER ground located at main service panel per CEC Article 250.50. GFCI GFCI OF CONDENSER WP WP CIRCUITS SS ARC GFCI 2. Provide two minimum separate amp circuit to kitchen appliances. (CEC Article 220.52 (A)). 3. Provide one minimum 20 amp circuit to laundry appliances. (CEC Article 220.52 (B)). 4. At least one bathroom receptacle outlet supplied by at least one 20-amp branch circuit shall be located within 3' of the af the basin edge. Such circuits shall have no other outlets. ( CEC Article 210.52 (D)) DEPARTMENT 5. The following receptacles shall be GFCI protected (CEC Article 210.8): 100 CFMS RANGE HOOD a. Bathrooms FAN b. Garages

c. Outdoors PLANNING AND BUILDING VF d. - where the receptacles are installed to serve the countertop e. Within 6' of sink basins AC DISCONNECT f. Laundry Rooms

SVSS PROVIDE (1) GFCI & AFCI 6. All branch circuits that supply 120-volt, single phase, and 15 and 20 amp outlets installed in SS PROTECTED RECEPTACLE dwelling unit bedrooms, family rooms, living rooms, dens, closets, and hallways shall be S3 OUTLET FOR RANGE& protected by a listed arc-fault circuit interrupter. (CEC Article 210.12) DISHWASHER AND RECEPTACLES ALL KITCHEN PLUGS (1) AFCI PROTECTED S RECEPTACLE OUTLET 7. Receptacle outlets shall be installed so that no point along the floor line in any wall space is S GFCI & ARC

S FOR EXHAUST FAN more than 6 feet measured horizontally, from an outlet in that space, including any wall PROTECTED space 2 feet more in width. (CEC Article 210-52(A)) SD 8. All 120-volt, 15 and 20 amp receptacles shall be listed tamper resistent. (CEC Article 406.12) CM 9. Clothes closet light fixtures shall be listed and installed in accordance with their listing (CEC 200 AMP METER Article 410.16) 10. At least one 120-volt weather-proof receptacle should be located at the front & back at no (LOCATE iN FIELD) PLANS DEVELOPED IN more than 6.5' above grade. COLLABORATION WITH: PROVIDE LIGHTING NEAR THE LIGHTING VICINITY OF MAIN SERVICE PANEL SS S3 11. See CALIFORNIA ENERGY CODE NOTES

SVSS APPLIANCE EFFICIENCY FIRE PROTECTION REQUIREMENTS DIRECTORY 1 SONE REQUIREMENT 1. Install combination smoke detector/ carbon monoxide alarms in dwelling units and sleeping units within which fuel-burning appliances are installed and in dwelling units that have attached garages. Alarms shall be interconnected such that activation of one alarm will activate all alarms within the unit.(CRC Section R315.2) 240V 120V VF MISCELLANEOUS SMSS 2. fans shall not be supported by standard outlet boxes. Ceiling fan support boxes shall be listed accordingly. (CEC Article 314.27 (C)) 1 3. Provide a minimum 30" wide by 36" deep by 6 2 ' high illuminated clear working area shall be provided in front of each panel.

120V GFCI WP ELECTRICAL KEY

CEILING FAN WITH HIGH EFFICACY 2' X 4' LED PANEL LIGHT FIXTURE

RECESSED LIGHT / BULB S SINGLE WALL SWITCH OR EXTERIOR LIGHT

HIGH EFFICACY LIGHTING. IF OUTDOORS SVS WALL SWITCH WITH VACANCY SENSOR OR ABOVE A SHOWER/TUB IT MUST BE LISTED FOR WET OR DAMP LOCATIONS.

WALL SWITCH EQUIPPED WITH A WHOLE HOUSE FAN SMS MOTION SENSOR AND PHOTOCONTROL MIN. 1119 CFMS

VENT FAN (MIN 50 CFM EQUIPT WITH ELECTRICAL PLAN TWO-WAY SWITCH S3 VF HUMIDISTAT & ENERGY STAR COMPLIANT)

SWITCH CONTROLLED RECEPTACLE TELEPHONE JACK OUTLET

110V DUPLEX RECEPTACLE OUTLET TELEVISION JACK (ARC FAULT PROTECTED)

110V DUPLEX OUTLET ABOVE GAS COUNTER HT. (GFCI & ARC FAULT PROTECTED) HOSE BIB (LOCATE IN FIELD) 120V DUPLEX OUTLET ABOVE GRADE OWNER'S NAME: PROJECT ADDRESS: PROTECTED BY A BACKFLOW (WP & GFCI PROTECTED) PREVENTION DEVICE SHEET: ELECTRICAL PLAN SMOKE DETECTORS (CARBON MONOXIDE SD COMBO UNIT SMOKE & CO2 CM DETECTOR NOTED) SCALE 1" = 1'-0" A2 4 NOTE: ALL RECEPTACLE OUTLETS SHALL BE TAMPER RESISTANT 16" 3'-0" DEPARTMENT

3'-0" PLANNING AND BUILDING

12"

4 A5 4" CONCRETE SLAB W/ 6X6 #10/10 W.W.F. CENTERED IN SLAB, OVER 2" FOUNDATION NOTES: SAND, OVER 10 MIL VAPOR BARRIER, CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF OVER 4" AGGREGATE BASE 2,500 PSI AT 28 DAYS. (R402.2) 21'-4"

1' 1' PLANS DEVELOPED IN COLLABORATION WITH: 18'-4"

2X10 D.F. #2 CEILING JOIST 12"

2X6 D.F.#2 STUD @ 16" O.C. ATTACH TOP PLATE TO CEILING JOIST W/ (2) 16d COMMON END NAILS -1.5" 16" 1 2" GYPSUM BOARD W/ 1 5d COOLER NAIL 7" O.C. 2" GYPSUM BOARD FOR EDGES & FIELD 3 8" PLYWOOD SHEATHING 8'-2" OR OSB

2X6 PTDF SILL PLATE TO BE 2X6 D.F.#2 STUDS @16" O.C. 5'-4" INSTALLED W/ HILTI DS 47 PIO POWDER DRIVEN PINS W/ 1-1/2" EMBEDDED AT 16" O.C. 3.5" 11'-11" 12'-6" MIN.

NON BEARING WALL FRAMING 36'-4" 6 4X4 D.F. #1 POST A3 FOUNDATION PLAN

W/ CB44 12" SQ. X 12" DEEP SPREAD FOOTING OWNER'S NAME: PROJECT ADDRESS: FOUNDATION PLAN SHEET: 1 SCALE 4" = 1'-0" A3 BRACED WALL PANEL SCHEDULE MATERIAL MIN. BWL BWL WALL ADJUSTMENT REQUIRED PROVIDED BWL METHOD & THICKNESS LENGTH SPACING HEIGHT FACTOR LENGTH LENGTH BRACED WALL PANEL SCHEDULE 1 1/2" OSB 8' 1.0 8.5' 29.33' CS-WSP 36.33' 21.33' MINIMUM METHOD FASTENERS EDGE FIELD 2 CS-WSP 1/2" OSB 36.33' 21.33' 8' 1.0 8.5' 15' THICKNESS EXTERIOR SHEATHING A CS-WSP 1/2" OSB 21.33' 16.33' 8' 1.0 6.4' 15.33' PER TABLE 602.3(3) 6" O.C. 12" O.C. CS-WSP 1 " OSB B CS-WSP 1/2" OSB 18.6' 20' 8' 1.0 10.16' 2 4.3' INTERIOR SHEATHING DEPARTMENT PER TABLE 602.3(1) OR 602.3(2) C CS-WSP 1/2" OSB 21.33' 20' 8' 1.0 6.4' 15.33' PLANNING AND BUILDING

A L = 5'-0" L = 9'-11" B L = 2'-8" L = 8'-9" C CS- CS- CS- CS- WSP WSP WSP WSP 1 1 L = 4'-0" L = 4'-0" L = 6'-0" WSP CS- WSP CS- WSP CS- PLANS DEVELOPED IN COLLABORATION WITH:

5 5 A5 A5

4 A5 L =7'-6" L = 7'-4" WSP CS- WSP CS- 3'-8" 2'-8" 21'-4" L = 4'-2" WSP CS- L = 3'-10" L = 4'-0" WSP WSP CS- CS-

2 2 BRACED WALL PLAN CS- CS- CS- CS- WSP WSP WSP WSP L = 5'-0" L = 4'-0" L =3'-0" L = 3'-0" 16'-4" 20'-0"

A B C OWNER'S NAME: PROJECT ADDRESS: BRACED WALL PLAN SHEET: 1 SCALE 4" = 1'-0" A4 1 1" X 4" COLLAR TIE 2" GYPSUM WALL BOARD D.F. #2 @ 48" O.C. RIDGE BOARD 2X8 D.F.#2 2X6 D.F WOOD STUDS @ 16" O/C RAFTER 2X6 D.F.#2 @ 24" O.C. R-19 FIBERGLASS INSULATION 2X6 D.F SILL PLATE CEILING JOIST

1 RAFTER 2" PLYWOOD SHEATHING OR OSB 12"

VAPOR BARRIER DEPARTMENT

CEILING JOIST 2X10 D.F. #2 @ 24" O.C. R-5 RIGID INSULATION TOENAIL PLANNING AND BUILDING

TOP PLATE(S) RAFTER TO JOIST 3-COAT AT STUCCO SIDING OR SEE SECTION R602.3.2 CONNECTION SEE WOOD SIDING SECTION A3

BEARING WALL BEARING WALL 2 EXTERIOR WALL FRAMING 3 CEILING JOIST TAPER CUT A5 A5

1 BRACED RAFTER CONSTRUCTION PLANS DEVELOPED IN

A5 COLLABORATION WITH:

DEPTH OF TAPER 2X10 D.F. #2 CUT, D/4 MAX. CEILING JOIST 9 6 7 8 MEASURED AT DEPTH, D 1. 1 #4 TOP & BOTTOM CONT. 24" OVERLAP AT ALL SPLICES INSIDE FACE OF 2. WEEP SCREED 26 GAUGE GALVANIZED SUPPORT 5 1 3. 8" DIA. X 10" ANCHOR BOLT W/ 3" X 3" X 4" SQUARE 5 WASHER, TYP. JOIST DEPTH 4. SIMPSON A-35 @ 24" O.C. AT TAPER CUT 2X6 D.F.#2 STUD @ 16" O.C. ATTACH TOP PLATE 5. DRIP EDGE 10 TO CEILING JOIST W/ 6. 2X8 D.F. #2 BLOCKING W/ 8d NAILS @ 6" O.C 11 1 (2) 16d COMMON END NAILS 4 7. RAFTERS 2X8 @ 24" O.C. OR PRE MANUFACTURED 2" OSB PER TRUSSES WITH R-19 INSULATION BRACED WALL SCHEDULE REFER TO DETAIL A2 FOR 8. DOUBLE TOP PLATE (MIN. 48" SPLICE) WITH 12 (16D) NAILS 3 WALL FRAMING 12 @ EACH SIDE OF SPLICE 8" OSB PER BRACED 9. ROOF SHEATHING (SEE ROOF PLAN) 1 WALL SCHEDULE 3.1 CEILING JOIST TAPER CUT 2" GYPSUM BOARD W/ 5 13 10. 8" GYPSUM BOARD APPLIED PERPENDICULAR @ CEILING 5d COOLER NAIL 7" O.C. 1 11. BOTTOM TRUSS CORD OR CEILING JOIST W/ R-30 A5 2" GYPSUM BOARD FOR EDGES & FIELD INSULATION 1 2X4 D.F.#2 14 12. INTERIOR WALL FINISH- 2" GYPSUM BOARD APPLIED 6" MINIMUM PERPENDICULAR 5 STUDS @16" O.C. 8" DIA. X 10" ANCHOR CLEARANCE 3 15 13. R-19 IN STUD CAVITY 1 14. 2X6 D.F. #2 BOTTOM PLATE (PRESSURE-TREATED WHEN IN BOLT W/ 3" X 3" X 4" TO GRADE 2X4 D.F.#2 SILL PLATE 5 SQUARE WASHER, TYP. 2 CONTACT WITH CONCRETE) WITH 8" X 10" ANCHOR BOLT @ 4' O.C. MAX (MIN. TWO BOLTS PER SILL SECTION) 15. 4" CONCRETE SLAB 2,500 PSI MINIMUM REINFORCED WITH 6" DEPTH, D 7"MIN. 16 A MINIMUM OF 6X6 #10 GAUGE WELDED WIRE REINFORCING MESH CENTERED IN SLAB OVER 10MIL DETAILS 3.5" MIN. 7" 12"

MIN. VAPOR BARRIER, OVER 2" SAND, OVER 4" AGGREGATE BASE

12" 16"

MIN. 1 16. 4" SAND/ GRAVEL MIN. D/4 MAX. 3"-4" CLEARANCE MIN. REBAR 12" SEE FOUNDATION PLAN (CRC 802.7.1) 12" 12" BELOW NATURAL GRADE MIN. 5 INTERIOR BRACED WALL FOOTING 4 SLAB-FLOOR CONSTRUCTION FOOTING A5 A5

3.2 RAFTER NOTCH A5 OWNER'S NAME: PROJECT ADDRESS: DETAILS SHEET: 1 SCALE 4" = 1'-0" A5 DEPARTMENT 1 3 A5 A5

APA RATED ROOF

38'-4" PLANNING AND BUILDING 8d @ 3" O.C. SHEATHING

(6)16d 2X4 BLOCK W 8d @ 6" O.C. E.N.

(3)16d PLACE SOLAR PANELS IN MOST OPTIMAL POSITION 45° 2X4 CONT. ACROSS MIN 2.8 KWdc (3) 16d TRUSS. (3)16d PER GABLE STUD 2X6 D.F. #2 RAFTERS @24" ON CENTER W/ 2X8 RIDGE BOARD, W/ 1X4 COLLAR TIES 2X4 BRACE @ 6'-0" TO BLK'G @ ROOF CONNECTED IN THE UPPER TIER OF THE ATTIC SHEATHING (1)A35 CLIP 72" HIGH MAX. @ NON @48" ON CENTER MINIMUM STRUCT. GABLES. 48" O.C. MAX. @ STRUCT. 2X6 CONT. CEILING JOISTS 2X10 D.F. #2 @ 24" O.C. TRUSS 16d @ 6" O.C. GABLE END TRUSS PLANS DEVELOPED IN OPTION: PRE-MANUFACTURED ROOF COLLABORATION WITH:

5:12 TRUSSES @ 24" O.C. (TRUSS CALCS REQUIRED) 16d @ 6" O.C. 2X4 CONT. BACKING NAIL W/ 16d @ 6" O.C. GABLE END WALL NEW ROOF: PER PLAN W/ RADIANT BARRIER SHEATHING

5 GABLE END DETAIL 23'-4" COOL ROOF SHINGLES A6 R-8 DUCT INSULATION

COOL ROOF ASPHALT COMPOSITION NEW WINDOWS:

ATTIC VENT CALCULATIONS 5:12 7 SHINGLES OV. 15 LB. ROOFING FELT OVER 16 O.S.B U-FACTOR: 0.3 TYPE SIZE QUANTITY TOTAL NET FREE AREA SHEATHING W/ RADIANT BARRIER

GABLE VENT 14" X 24" 2 186 SQ IN 5 A6 EAVE 14" X 6" 14 616 SQ IN 4X8 D.F. #2 BEAM

CALCULATION: (ADU SQUARE FOOTAGE)/150 X 144 2X10 D.F.#2 BARGE BOARD 746 ( 150) = 4.97 SQ FT. 4.97 X 144 =716 SQ IN. 1' 5:12 NOTE: EVENLY DISTRIBUTE EAVE VENTS SIMPSON LUS 48

1 2X10 D.F.#2 FACIA BD. W/ A5 SIMPSON ABA44Z OPTIONAL GUTTER & DOWNSPOUTS 4X4 BASE CAP ROOF PLAN

SIMPSON LSTA24 @ EA. RAFTER OWNER'S NAME: PROJECT ADDRESS: ROOF PLAN SHEET: 3 16" = 1'-0" A6 DEPARTMENT

2X6 RAFTERS @ 24" O.C.

2x8 D.F #2 RIDGE BEAM PLANNING AND BUILDING

PLATE HEIGHT 8'-1"

HEADER HEIGHT 6'-8"

4X8 D.F. #2 BEAMS 4040 3040 3040 3040 3040 3030 PLANS DEVELOPED IN COLLABORATION WITH:

FINISHED FLOOR 0'-0" FOAM DESIGN CENTER STUCCO FOAM COLUMN SCL 201 W/ 10" ∅ FRONT COVER WITH COAT OF STUCCO RIGHT 12"X12" SQUARE 12" DEEP WITH CBSQ44-SDS2 COLUMN BASE OR SIMILAR

ROOFING COVERING: CRRC COMPLIANT ASPHALT COMPOSITION SHINGLES OVER 15# FELT UNDERLAYMENT WHICH SHALL BE LAPPED 2 INCHES AND END LAPPED AT 4” AND OFFSET BY 6 FEET. (TABLE R905.1.1(2)) 12 5 STUCCO 3-COAT STUCCO OVER ONE LAYER OF NO. 15 ASPHALT FELT. WHEN APPLIED OVER WOOD-BASED SHEATHING, SHALL INCLUDE A WATER-RESISTIVE VAPOR-PERMEABLE BARRIER WITH A 3040 4040 3040 3040 PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. (R702.1(2), R703.2, R703.7.3)

OPTION: 1 2" MIN. WOOD SIDING 1' BACK LEFT ELEVATIONS OWNER'S NAME: PROJECT ADDRESS: ELEVATIONS SHEET: 3 SCALE: 16" = 1'-0" A7