PROJECT TEAM
SCOPE OF WORK
SITE LEGEND
D1.3PORTION
SITE AREA CALCULATIONS
(E) GARDEN TO REMAIN, COORDINATE WITH OWNER
2.11(E) PATIO TO REMAIN
2.13(E) FENCE TO REMAIN
2.14(E) TREE TO REMAIN
2.15(E) METAL GATE AT DRIVEWAY
1. CONTRACTORTOFIELDVERIFYALLDIMENSIONS.
2. ALLITEMSREFERENCEDAREEXISTINGU.O.N.
3. REFERTOGENERALNOTESONT1.0ANDT1.1FORFURTHERINFORMATION& REQUIREMENTS.
4. ALLRIDGEDIMENSIONSARECALLEDOUTTOTOPOFSHEATHING
5. ALLELEVATIONSLOCATEDATEDGEOFWALLSARETOTOPOFPLATE
6. ALLPLATEHTS.ARETAKENABOVEMAINLEVELF.F.=0'-0"(EL.+___.__')
7. CONTRACTORVERIFYALLDOWNSPOUTLOCATIONS.
8. RADIANTBARRIERSHEATHINGTOBEUSEDOVERINTERIOR&ATTICSPACES
9. ALLROOFSOVERINTERIORSPACESSHALLHAVER-30 NSULATIONTYP. SPECIFICATIONS
ADU & CABANA SOUTH ELEVATION 1
CABANA
SECTION NOTES
1.
4. SEESTRUCTURALSHEETSFORADDITIONALINFORMATION
5. ALLFINISHFLOORELEVATIONSFORNEWSIDEWALKS&BUILDINGSLABSTOBE VERIFIEDINFIELDPRIORTOCONSTRUCTION.CONTRACTORRESPONSIBLEFOR COORDINATING FINISHFLOORELEVATIONSWITHTHESURVEY.
6. INSULATIONINROOFAREASOVERINTERIORSPACESSHALLBEMINR-30,UNFACED BATTINSULATION
7. SECTIONSOFEXTERIORWALLBETWEENNEWWALLSSHALLBEINSULATEDWITHR-19 INSULATION.
8. 1/2"TILEBACKBOARDREQUIREDATWALLSINSIDEOFBATHROOMS.
9. SLOPEALLGRADESAWAYFROMSTRUCTURES,TYP.
CABANA SECTION 4 1/4"=1'-0"
CABANA SECTION 5
KEYNOTES
1.
2.
1.
2.
3.
4.
5.
6" 6" 6" 6" 6" 6" 6"
1 1/2" X 1-1/2" STEEL SQUARE TUBE
1/2" X 1/2" STEEL AS
NOTE ALL
1 1/2" X 1-1/2" STEEL SQUARE TUBE AT TOP RAIL.
1 1/2" X 1-1/2" STEEL SQUARE TUBE AT 4'-0"O.C. MAX.
1/2" X 1/2" STEEL AS INTERIOR RAILING.
6" 6" 6" 6" 6" TYPICAL EXISTING DISTANCE FROM EDGE OF STAIR TO FINISHED FACE OF POST, V.I.F.
1-1/2" THICK WOOD STAIR TREAD, TYP.
1-1/2" THICK WOOD STRINGER, PAINTED BY CONTRACTOR, TYP.
NOTE: ALL JOINTS TO BE WELDED AND GROUND SMOOTH, GUARD RAIL TO BE PAINTED NOTE: ALL NOTES APPLY TO BOTH RAILINGS IN THIS DRAWING
1/2" 4'0"
1 1/2" X 1-1/2" STEEL SQUARE TUBE AT TOP RAIL.
TUBE AT 4'-0"O.C. MAX.
NOTE ALL NOTES APPLY TO BOTH RAILINGS IN THIS DRAWING
NOTE ALL JOINTS TO BE WELDED AND GROUND SMOOTH, GUARD RAIL TO BE PAINTED
SECTION 6
WALL SCHEDULE
NO.TYPELOCATIONOPERATION OPENINGDOORFRAMEWIDTHHEIGHTMTRLEXTHEAD-JAMB-SILLGLAZINGCOMMENTS FINISHINT FINISHMTRL
103AA1LIVING ROOMFOLDING15'2"7'0"T,G1ALWDAL10-A8.014-A8.011-A8.0TG
104ABOFFICESWING2'8"7'0"WDWDWDWD12-A8.012-A8.0
104BA2OFFICEFOLDING7'6"7'0"WD/TGALWDAL10-A8.014-A8.011-A8.0TG
105ABHALF-BATHSWING2'8"7'0"WDWDWDWD12-A8.012-A8.0
106ABBEDROOMSWING2'8"7'0"WDWDWDWD12-A8.012-A8.0
107ABGYMSWING2'8"7'0"WDALWDWD12-A8.014-A8.0
107BDGYMSWING2'8"7'0"WD/TGALWDAL8-A8.08-A8.0 SIM9-A8.0TG
108AFBATHROOMPOCKET2'8"7'0"WDWDWDWD15-A8.015-A8.0
109ACUTILITYSLIDING4'0"7'0"WDWDWDWD12-A8.012-A8.0
110ACCLOSETSLIDING4'0"7'0"WDWDWDWD12-A8.012-A8.0
114AOOGARAGE16'0"7'6"MTLALALMAN 114BNGARAGE8'0"11'0"MTLALALMAN
WINDOW SCHEDULE
NO.TYPECountLOCATIONOPERATION OPENING Sill Height WINDOW GLAZINGWIDTHHEIGHTMTRLEXTHEAD-JAMB-SILLCOMMENTS FINISHINT FINISH 1A1KITCHENSWING4'6"3' - 9 3/4"3'2"VINYLMATTE WHITEMATTE WHITETG5-A8.0 SIM.7-A8.0
2B1KITCHENSLIDING6'0"4'0"3'6"VINYLMATTE WHITEMATTE WHITETG5-A8.07-A8.06-A8.0FRAME
3B1OFFICESLIDING6'0"4'0"3'6"VINYLMATTE WHITEMATTE WHITETG5-A8.07-A8.06-A8.0FRAME FINISH
TYP 4B1GYMSLIDING4'0"3'0"4'2"VINYLMATTE WHITEMATTE WHITETG5-A8.07-A8.06-A8.0FRAME FINISH TO MATCH COLOR OF EXISTING MAIN RESIDENCE, TYP 5B1GYMSLIDING5'0"2'0"4'10"VINYLMATTE WHITEMATTE WHITETG5-A8.07-A8.06-A8.0FRAME FINISH TO MATCH COLOR OF EXISTING MAIN RESIDENCE, TYP 6B1BEDROOMSLIDING5'0"2'0"4'10"VINYLMATTE WHITEMATTE WHITETG5-A8.07-A8.06-A8.0FRAME FINISH TO MATCH COLOR OF EXISTING MAIN RESIDENCE, TYP
7B1BATHROOMSLIDING3'0"2'0"4'10"VINYLMATTE WHITEMATTE WHITETG5-A8.07-A8.06-A8.0FRAME FINISH TO MATCH COLOR OF EXISTING MAIN RESIDENCE, TYP
8B1GARAGESLIDING6'0"1'6"4'11"VINYLMATTE WHITEMATTE WHITETG5-A8.07-A8.06-A8.0FRAME FINISH TO MATCH COLOR OF EXISTING MAIN RESIDENCE, TYP
9B1GARAGESLIDING6'0"1'6"4'11"VINYLMATTE WHITEMATTE WHITETG5-A8.07-A8.06-A8.0FRAME
WINDOW TYPES
ROOM FINISH SCHEDULE
NOLOCATIONROOM SIZE FLOORWALLS CEILING FINISH CABINETRY FINISHNORTHEASTSOUTHWESTFINISHCOUNTERTOPCOMMENTS & TRIMMATERIALFINISH 101HALL134WDPTPTPTGYP. 102KITCHEN116TILEPTPTPTWDSTGRANITE 103LIVING ROOM176WDPTPTPTPT 104OFFICE134WDPTPTPTPTGYP. 105HALF BATH27TILETILETILETILETILEGYP.WDSTGRANITE 106BEDROOM130WDPTPTPTPTGYP. 107GYM140WDPTPTPTPTGYP. 10844TILETILETILETILETILEGYP.WDSTGRANITE 109UTILITY10WDPTPTPTPTGYP. 110CLOSET10WDPTPTPTPTGYP. 111DECK196WDPTPTPT
112CABANA325CONCRETEPTPTPTPTWDSTGRANITE 114GARAGE613CONCRETEPTPTPTPT Iss.DescriptionDate
2.NOTICE TO THE CONTRACTOR/ BUILDER/ INSTALLER/ SUB-CONTRACTOR/ OWNER-BUILDER: BY USING THIS PERMITTED CONSTRUCTION DRAWING FOR CONSTRUCTION/INSTALLATION OF THE WORK SPECIFIED HEREIN, YOU ACKNOWLEDGE AND ARE AWARE OF THE REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS. YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF CITY OF ENCINITAS FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING AND OFF-SITE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND, AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODE.
3.THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE CITY OF ENCINITAS, DEVELOPMENT SERVICES, IN THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION.
4.THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE, IN ADDITION TO, AND NOT SUBSTITUTE FOR THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY A CITY'S BUILDING INSPECTOR
5.PRIOR TO FINAL INSPECTION, THE LICENSED CONTRACTOR, ATCHITECT, OR ENGINEER IN RESPONSIBLE CHARGE OF THE OVERALL CONSTRUCTION MUST PROVIDE TO THE BUILDING DEPARTMENT OFFICIAL WRITTEN VARIFICATION THAT ALL APPLICABLE PROVISIONS FROM THE GREEN BUILDING STANDARDS CODE HAVE BEEN IMPLEMENTED AS PART OF THE CONSTRUCTION. CGC 102.3.
ARCHITECTURAL
T1.0TITLE SHEET
T1.1NOTES, ABBREVIATIONS
T2.1CALGREEN
T2.2STORM WATER NOTES
T3.0TITLE 24 - MAIN HOUSE
T3.1TITLE 24-MAIN HOUSE
T3.2TITLE 24-ADU
T3.3TITLE 24-ADU
T3.4CALGREEN - RES
T3.5CALGREEN - RES
CIVIL
C1.0FOR REFERENCE ONLY GRADING PLAN SHEET 1
C2.0FOR REFERENCE ONLY GRADING PLAN SHEET 2
C3.0FOR REFERENCE ONLY GRADING PLAN SHEET 3
C4.0FOR REFERENCE ONLY GRADING PLAN SHEET 4
ARCHITECTURAL
ADS1.0DEMOLITION SITE PLAN
AS1.0SITE PLAN
AS1.1SITE DETAILS
ARCHITECTURAL
A1.1FLOOR PLAN - MAIN HOUSE
A1.2DIMENSION PLAN MAIN HOUSE
A1.3MAIN HOUSE - DORMER PLAN
A1.4FIRST FLOOR PLAN - RV GARAGE AND ACCESSORY DWELLING UNIT
A1.5DIMENSION PLAN RV GARAGE AND ACCESSORY DWELLING UNIT
A1.6ENLARGED BATHROOM PLANS
A2.1REFLECTED CEILING PLAN - MAIN HOUSE
A2.2REFLECTED CEILING PLAN - RV GARAGE AND ACCESSORY DWELLING UNIT
A3.0ROOF PLAN - MAIN HOUSE
A3.1ROOF PLAN - RV GARAGE AND ACCESSORY DWELLING UNIT
A4.1EXTERIOR ELEVATIONS
A4.2EXTERIOR ELEVATIONS
A4.3EXTERIOR ELEVATIONS
A5.1BUILDING SECTIONS
A5.2BUILDING SECTIONS
A5.3BUILDING SECTIONS
A5.4WALL SECTIONS
A6.1INTERIOR ELEVATIONS
A7.1DOOR SCHEDULE
A7.2WINDOW SCHEDULE
A7.3WALL SCHEDULE
A8.0DETAILS GENERAL CONDITIONS
A8.1DETAILS-WINDOW & DOOR
A8.4DETAILS-ROOF
A8.5DETAILS-INTERIOR
STRUCTURAL
S0.1GENERAL STRUCTURAL NOTES AND ABBREVIATIONS
S0.2TYPICAL STRUCTURAL DETAILS
S0.3TYPICAL STRUCTURAL DETAILS
S0.4TYPICAL STRUCTURAL DETAILS
S1.1FOUNDATION PLAN - MAIN HOUSE
S1.2LOWER ROOF FRAMING PLAN MAIN HOUSE
S1.3UPPER ROOF FRAMING PLAN
S1.4FOUNDATION AND ROOF FRAMING PLANS RV GARAGE AND ADU
S5.1FOUNDATION DETAILS
S5.2FRAMING DETAILS
S5.3FRAMING DETAILS
S5.4FRAMING DETAILS
MECHANICAL
M0.1MECHANICAL NOTES & LEGENDS
M0.2MECHANICAL SCHEDULES
M1.1MECHANICAL FLOOR PLAN MAIN HOUSE
M1.2MECHANICAL FLOOR PLAN ADU
M2.1MECHANICAL WIRING AND PIPING DIAGRAMS
M3.1MECHANICAL DETAILS
M3.2MECHANICAL DETAILS
PLUMBING
P0.1PLUMBING LEGEND AND NOTES
P0.2PLUMBING SCHEDULES
P1.0PLUMBING SITE PLAN
P1.1PLUMBING FLOOR PLAN MAIN HOUSE
P1.2PLUMBING FLOOR PLAN DCW & LPG MAIN HOUSE
P1.3PLUMBING FLOOR PLANS ADU
P3.1PLUMBING DETAILS
P4.1PLUMBING DIAGRAMS
P4.2PLUMBING WATER RISER DIAGRAMS
ELECTRICAL
E1TITLE SHEET
E2SOLAR SITE PLAN
E2.1SOLAR ELEVATIONS
E3SOLAR DETAILS
E4SOLAR SINGLE LINE DIAGRAM
E5SOLAR DESIGN NOTES
E6SOLAR DESIGN NOTES
E7SOLAR SPEC SHEETS
E8SOLAR SPEC SHEETS
E9SOLAR SPEC SHEETS
E10SOLAR SPEC SHEETS
E11SOLAR SPEC SHEETS
E12SOLAR SPEC SHEETS
E13SOLAR SPEC SHEETS
E14SOLAR SPEC SHEETS
E15SOLAR SPEC SHEETS
E16SOLAR SPEC SHEETS
E17SOLAR SPEC SHEETS
E18SOLAR SPEC SHEETS
DEFERRED SUBMITTALS
• FIRE SPRINKLER
1. PLANS FOR THE DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED IN A TIMELY MANNER BUT NOT LESS THAN 30 BUSINESS DAYS PRIOR TO INSTALLATION FOR CITY REVIEW AND APPROVAL.
2. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL.
3. THE REGISTERED AND RESPONSIBLE DESIGN PROFESSIONAL SHALL REVIEW THE DEFERRED SUBMITTAL DOCUMENTS AND SUBMIT THEM TO THE BUILDING OFFICIAL, WITH ANNOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING.
LOTAREA:43,555SF NETLOTAREA: 41,881SF
MAX.FARALLOWED(0.35):25,244SF PROPOSEDLOTCOVERAGE:7,194SF(-800SFFORADU,NOTINCLUDED) PROPOSEDFAR:7,194SF/41,881SF=17.2%<35%OK
TOTALBUILDINGCOVERAGE: (E)BUILDINGFOOTPRINT:1,612SF (E)GARAGEAREA:481SF (N)BUILDINGFOOTPRINT:5,281SF+800SFADU (N)GARAGEAREA:1,913SF
TOTALPROPOSEDBUILDINGCOVERAGE:6,081SF(HOUSE)+1,913SF(3CAR&RV GARAGE)=7,994SF
TOTALAREAOFLANDDISTURBANCE: ADDEDBUILDINGFOOTPRINT:6,081SF((N)BUILDING) (N)GARAGE:1,913SF (N)GRADING:32,295SF TOTAL:40,289SF
NUMBEROFSTORIES:1 MAX.ALLOWABLEHEIGHT:26'
F.H.FIREHYDRANT
F.O.S.FACEOFSTUD
F.D.FLOORDRAIN
F.E.FIREEXTINGUISHER
F.H.FIREHYDRANT FINFINISH FLRFLOOR
F.O.S.FACEOFSTUD FTFOOT/FEET FTGFOOTING GAGAUGE GDGRADE
G.I.GALVANIZEDIRON GLGLASS
G.L.B.GLUELAM.BEAM
INSULINSULATION INTINTERIOR JBJAMB JTJOINT
LAMLAMINATE
LAVLAVATORY
LTLIGHT
LTWTLIGHT WEIGHT
MAXMAXIMUM MFGMANUFACTURER MINMINIMUM MINUTE
M.L.METAL LATH MTDMOUNTED (N)NEW N/ANOT APPLICABLE
N.I.C.NOT IN CONTRACT NO. -#NUMBER
N.T.S.NOT TO SCALE
O.C.ON CENTER OVOVER
OZOUNCE PLPLATE
PLASPLASTIC PLYPLYWOOD
P.O.C.POINT OF CONNECTION PRPAIR
PROPPROPERTY
PSIPOUNDS PER SQUARE INCH
P.T.PRESSURE TREATED RDWDREDWOOD REINFREINFORCED REQDREQUIRED RMROOM
R.W.LRAIN WATER LEADER
R.W.S.RECESSED WATER SERVICE SCSOLID CORE SDSTORM DRAIN
SECTSECTION
S.F.SQUARE FOOTAGE
S.F.R.SINGLE FAMILY RESIDENCE
SHTSHEET SIMSIMILAR
SLSILL
S.M.SHEET METAL
S.P.SINGLE PLY SPECSPECIFICATION
SQSQUARE
S.S.SANITARY SEWER LINE STANDING SEAM
STDSTANDARD STLSTEEL
SUSPSUSPENDED
SWSWITCH
T & BTOP & BOTTOM T & GTONGUE & GROOVE
T.C.TOP OF CURB
TEMPTEMPORARY
T.P.TOP OF PAVING
T.S.TUBE STEEL TYPTYPICAL
U.B.C.UNIFORM BUILDING CODE
U.O.N.UNLESS OTHERWISE NOTED
V.B.VAPOR BARRIER
VERTVERTICAL
V.I.F.VERIFY IN FIELD
V.T.R.VENT THROUGH ROOF W/WITH W/OWITHOUT WAINSWAINSCOT WDWOOD
W.H.WATER HEATER
W.I.WROUGHT IRON
W.W.F.WOVEN WIRE FABRIC
HORIZHORIZONTAL HRHOUR
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THAT ALL WORKMANSHIP, MATERIALS AND CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE APPLICABLE CODES AND FEDERAL REQUIREMENTS AND REGULATIONS.
2. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL DIMENSIONS PRIOR TO SUBMITTING A BID. THE CONTRACTOR IS ALSO RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS.
3. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, GRADES, ELEVATIONS AND DIMENSIONS BEFORE STARTING WORK. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ENFORCEMENT OF FEDERAL AND STATE OF CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION REQUIREMENTS AND REGULATIONS.
5. DO NOT SCALE ANY DRAWINGS IN THIS SET.
6. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, SECTIONS AND DETAILS. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.
7. THE OWNER SHALL HAVE FIRST RIGHTS ON ANY REMOVED EQUIPMENT.
8. WHERE CONCRETE PAVEMENT IS TO BE REMOVED, PAVEMENT SHALL BE REMOVED FROM THE CLOSEST CONTROL JOINT TO THE CLOSEST CONTROL JOINT, TYP.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMOLITION WORK REQUIRED IN ORDER TO INSTALL (N) WORK.
10. NO WORK PROPOSED IN THE PUBLIC RIGHT OF WAY AS PART OF THIS BUILDING PERMIT APPLICATION.
11. NO PART OF STRUCTURES, RETAINING WALLS AND FOOTINGS SHALL ENCROACH INTO ADJACENT PROPERTIES, EASEMENTS OR PUBLIC RIGHT-OF-WAY.
12. PROPERTY OWNER SHALL MAINTAIN ALL DRAINAGE FACILITIES LOCATED WITHIN THE PARCEL AND BE RESPONSIBLE TO PREVENT DAMAGE TO DOWN STREAM PROPERTIES.
13. IT SHALL BE THE RESPONSIBILITY OF THE APPLICANT TO LOCATE PROPERTY LINES AND CONFORM TO SET BACK REQUIREMENTS
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP OF ALL SILT AND MUD ON ADJACENT STREETS DUE TO THE CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY, AT THE END OF EACH WORKDAY, OR AFTER A STORM EVENT THAT CAUSES A BREECH IN INSTALLED CONSTRUCTION BMP'S, WHICH MAY COMPROMISE STORM WATER QUALITY WITHIN ANY STREET.
15. A STABILIZED CONSTRUCTION EXIT MAY BE REQUIRED TO PREVENT CONSTRUCTION VEHICLES OR EQUIPMENT FROM TRACKING MUD OR SILT INTO THE STREET.
16. ALL STOCKPILES OF SOIL AND OR BUILDING MATERIALS THAT ARE INTENDED TO BE LEFT FOR A PERIOD GREATER THAN SEVEN CALENDAR DAYS ARE TO BE COVERED. ALL REMOVABLE BMP DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE-DAY RAIN PROBABILITY FORECAST EXCEEDS 40%.
17. A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS, WHICH PROPOSE THE CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS THAT ARE TO BE POURED IN PLACE ON SITE.
18. THE CONTRACTOR SHALL RESTORE ALL EROSION/SEDIMENT CONTROL DEVICES TO WORKING ORDER AFTER EACH RUN-OFF PRODUCING RAINFALL OR AFTER ANY MATERIAL BREACHES ITS EFFECTIVENESS.
19. ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY MUST BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT ON WORK PROPOSED IN THE PUBLIC RIGHT OF WAY AS PART OF THIS BUILDING PERMIT APPLICATION.
20. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.
21. CONTRACTOR SHALL SLOPE ALL FLOORS TOWARDS DRAINS.
22. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL DIMENSIONS PRIOR TO SUBMITTING A BID.
23. ALL PLUMBING FIXTURES AND FITTING WILL BE WATER CONSERVING AND WILL COMPLY WITH THE 2019 CGBSC.
24. PROVIDE LAVATORY FAUCETS WITH A MAXIMUM FLOW OF 1.2 GALLONS PER MINUTE (GPM).
25. PROVIDE KITCHEN FAUCETS WITH A MAXIMUM FLOW OF 1.8 GALLONS PER MINUTE (GPM).
26. PROVIDE SHOWER HEADS WITH A MAXIMUM FLOW OF 2.0 GALLONS PER MINUTE (GPM).
27. PROVIDE WATER CLOSET WITH A MAXIMUM FLOW OF 1.28 GALLONS FLUSH (GPF).
28. PER 2019 CGBSC, PLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND FITTINGS (FAUCETS AND SHOWERHEADS) SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE (CPC).
29. PER 2016 GREEN CODE, MECHANICAL EXHAUST FANS WHICH EXHAUST DIRECTLY FROM BATHROOMS SHALL COMPLY WITH THE FOLLOWING:
A. FANS SHALL BE ENERGRY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THE BUILDING.
B. UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE. HUMIDISTAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDTY RANGE OF 50 TO 80 PERCENT.
31. DURING CONSTRUCTION, AT LEAST ONE EXTINGUISHER SHALL BE PROVIDED ON EACH FLOOR LEVEL AT EACH STAIRWAY, IN ALL STORAGE AND CONSTRCUTION SHEDS, IN LOCATIONS WHERE FLAMMABLE OR COMBUSTIBLE LIQUIDS ARE STORED OR USED AND WHERE OTHER SPECIAL HAZARDS ARE PRESENT PER CFC SECTION 3315.1.
32. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION, OR DEMOLITION SHALL CONFORM TO CFC CHAPTER 33. WELDING, CUTTING, AND OTHER HOT WORK SHALL BE IN CONFORMANCE WITH CFC CHAPTER 35.
33. SHOWER COMPARTMENTS AND BATHTUBS WITH INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A NONABSORBENT SURFACE THAT EXTENDS TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR.
34. SMOKE ALARMS SHALL COMPLY WITH NFPA 72 AND SHALL BE LISTED IN ACCORDANCE WITH UL 217.
35. COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 AND UL 2034.
36. SMOKE ALARM SYSTEMS AND COMPONENTS SHALL BE CALIFORNIA STATE FIRE MARSHAL LISTED AND APPROVED IN ACCORDANCE WITH CALIFORNIA CODE OF REGULATIONS, TITLE 19, DIVISION 1 FOR THE PURPOSE FOR WHICH THEY ARE INSTALLED.
37. PLANS FOR THE DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED IN A TIMELY MANNER BUT NOT LESS THAN 30 BUSINESS DAYS PRIOR TO INSTALLATION FOR CITY REVIEW AND APPROVAL.
38. I CHRISTOPHER BITTNER DO HEREBY CERTIFY THAT THE STRUCTURE(S) OR MODIFICATION TO EXISTING STRUCTURE(S) SHOWN ON THESE PLANS DO NOT REQUIRE FEDERAL AVIATION ADMINISTRATION
NOTIFICATION BECAUSE PER SECTION 77.15 (a) OF TITLE 14 OF THE CODE OF FEDERAL REGULATIONS CFR PART 77, NOTIFICATION IS NOT REQUIRED.
1. CONTRACTOR SHALL IDENTIFY ALL DAMAGED ELEMENTS DESIGNATED TO REMAIN OR BE RELOCATED AND REQUEST CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH DEMOLITION WORK.
2. GENERAL CONTRACTOR IS RESPONSIBLE FOR REVIEWING AND VERIFYING DEMOLITION PLANS IN RELATION TO STRUCTURAL AND/OR CONSTRUCTION DRAWINGS. THE ARCHITECT SHALL BE IMMEDIATELY NOTIFIED OF ANY AND ALL CONFLICTS, DISCREPANCIES OR PROBLEMS.
3. ALL TRADES CONCERNED SHALL COORDINATE EACH OTHER'S WORKS PRIOR TO AND DURING DEMOLITION.
4. THE CONTRACTOR SHALL PERFORM ALL DEMOLITION WORK REQUIRED INCLUDING THE REMOVAL OF ALL DEBRIS, BROKEN CONCRETE, ETC., FROM THE SITE. PROPER SHORING SHALL BE EXECUTED FOR THE SAFETY OF THE STRUCTURE AND WORKMEN.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE RESULTING FROM DEMOLITION AT NO ADDITIONAL COST TO THE OWNER. ANY EXISTING FACILITIES INDICATED TO REMAIN WHICH ARE SO DAMAGED SHALL BE REPLACED EQUAL TO ORIGINAL CONDITION AND TO THE SATISFACTION OF THE OWNER.
6. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO DEMOLITION. CONTRACTOR SHALL BEWARE OF POTENTIAL HAZARDS FROM DEMOLITION WORK NEAR UTILITIES.
7. CONTRACTOR SHALL NOTIFY THE OWNER IN ADVANCE FOR APPROVAL OF DEMOLITION WORK WHICH MAY RESULT IN EXTREME NOISE, DUST, OR OTHER UNDESIRABLE CONDITIONS.
8. THE GENERAL CONTRACTOR SHALL ERECT ALL NECESSARY TEMPORARY SOLID AND/OR PLASTIC DROP CLOTH PARTITIONS TO PROTECT AREAS TO REMAIN WHILE DEMOLITION AND CONSTRUCTION ARE IN PROGRESS.
9. BRACE AND SUPPORT EXISTING WORK PRIOR TO AND DURING DEMOLITION AND NEW WORK, AND UNTIL SAFE TO REMOVE SUCH BRACING AND SUPPORTS. THE CONTRACTOR IS RESPONSIBLE FOR ALL STRUCTURAL SHORING CALCULATIONS.
10. CONTRACTOR SHALL MAINTAIN THE ACCESS FOR FIRE TRUCK AND FIRE EXITS DURING CONSTRUCTION.
11. CONTRACTOR SHALL ENSURE ALL FLOOR FINISH MATERIALS WILL BE FLUSH WITH ADJACENT WALKING SURFACES.
12. WHERE CONCRETE PAVEMENT OR CURB IS TO BE REMOVED, PAVEMENT SHALL BE REMOVED FROM THE CLOSEST CONTROL JOINT TO THE CLOSEST CONTROL JOINT, TYP.
13. THE OWNER SHALL HAVE FIRST RIGHTS ON ANY REMOVED EQUIPMENT.
14. CLEAR TREES, SHRUBS, GRASS, ROOTS, ETC. AS REQUIRED FOR NEW CONSTRUCTION. SEE LANDSCAPE PLANS FOR SALVAGED ITEMS.
15. CONTRACTOR SHALL VERIFY DIMENSIONS OF ALL THE ITEMS TO BE REMOVED.
christopher bittner
christopher bittner
GENERAL NOTES
1. G.C. TO FIELD VERIFY ALL DIMENSIONS. ALL DIMENSIONS TO FACE OF STUD U.N.O.
2. ALL ITEMS ARE NEW U.N.O.
3. REFER TO GENERAL NOTES ON T1.0 AND T1.1 FOR FURTHER INFORMATION & REQUIREMENTS.
4. CONTRACTOR SHALL COORDINATE WITH OWNER FOR EXTENT OF EXISTING LANDSCAPE REMOVAL.
5. PER 2016 CGBSC SECTION 4.303. 2, PLUMBING FIXTURES & FITTINGS (FAUCETS & SHOWER HEADS) SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE (CPC) & TABLE 1401.1 OF THE CPC. ALL PLUMBING FIXTURE FITTINGS TO BE WATER CONSERVING & COMPLY WITH CGBSC SEC. 4.303.1
6. ALL EXTERIOR 2X6 WALLS TO HAVE R‐19 BATT INSULATION, DUCTS TO HAVE R‐6 AND ROOF TO HAVE R‐30 INSULATION U.N.O.
7. ALL DOORS SHOULD BE 3‐1/2" FROM NEAREST INTERSECTING WALL AT HINGED SIDE U.N.O.
LEGEND
CONCRETE
PERVIOUS PAVERS
XX 6'‐0" TALL CEDAR FENCE
NEW WALLS
‐ WINDOW PER WINDOW SCHEDULE ON A7.2
‐ DOOR PER DOOR SCHEDULE ON A7.1
‐ WALL TYPE PER SCHEDULE ON A7.3
GENERAL NOTES
1. ALL ITEMS ARE NEW U.N.O.
2. REFER TO GENERAL NOTES ON T1.0 & T1.1 FOR FURTHER INFORMATION & REQUIREMENTS.
3. PER 2019 CGBSC SECTION 4.303.2, PLUMBING FIXTURES AND FITTINGS (FAUCETS & SHOWER HEADS) SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIF ORNIA PLUMBING CODE (CPC) & TABLE 1401.1 OF THE CPC. ALL PLUMBING FIXTURES TO BE WATER CONSERVING & COMPLY WITH 301.1.1 CALGREEN AND CIVIL CODE 1101.3(C)
4. HIGHEST POINT OF ROOF SHALL NOT EXCEED 26' ABOVE ADJACENT GRADE 5. 15, 20 AND 30 AMP RECEPTACLE OUTLETS SHALL BE INSTALLED WITH CENTERS NOT LESS THAN 15" ABOVE THE FLOOR.
6. ALL EXTERIOR 2X6 WALLS TO HAVE R‐19 INSULATION AND ROOF TO HAVE R‐30 INSULATION U.N.O.
7. SEE INTERIOR DESIGN DRAWINGS FOR ALL APPLIANCE SPECS.
8. SEE GRADING PLANS FOR MORE SITE INFORMATION.
9. ELECTRICAL VEHICLES SUPPLY EQUIPMENT (EVSE) IS REQUIRED IN NEW ONE‐AND TWO‐FAMILY DWELLINGS AND TOWNHOMES WITH ATTACHED GARAGES
10. REQUIRED: A MINIMUM SIZE 1" CONDUIT ORIGINATING FROM A PANEL OR SERVICE HAVING A SPARE 40 AMPERE 240‐VOLT CAPACITY TERMINATING IN A BOX LOCATED IN CLOSE PROXIMITY TO THE LOCATION OF THE FUTURE EV CHARGER. CGC 4.106.4.
11. APPROVED SPARK ARRESTORS SHALL BE INSTALLED ON ALL CHIMNEYS. CRC R1003.9.2
WALL TYPE PER SCHEDULE ON A7.3
WINDOW PER WINDOW SCHEDULE ON A7.2
DOOR PER DOOR SCHEDULE ON A7.1
KEYNOTES
7.1OUTLINE OF BUILDING ENVELOPE BELOW
26.8LIGHT FIXTURES TO ILLUMINATE ENCLOSED DORMERS
KEYNOTES
KEYNOTES
6.1SOFFIT
8.6ELECTRIC
KEYNOTES
GABLE ROOF ATTIC AREA OVER GARAGE/GUEST: 1488 SF TOTAL 1488 SF/150 SF = 9.92 SF VENTING REQ. 9.92sf x 144 =1,428 sq in NFVA 60% soffits = 856/9 = 95 linear feet of intake
40% ridge = 571/9 = 63.44 linear feet of exhuast
GABLE ROOF ATTIC AREA OVER KITCHEN: 546 SF TOTAL 546 SF/150 SF = 3.64 SF VENTING REQ. 3.64sf x 144 = 524.16 sq in in NFVA
60% soffits = 314.49/9 = 34.94 linear feet of intake
40% ridge = 209.6/9=23.29 linear feet of exhaust
GABLE ROOF ATTIC AREA AT SOUTH WING: 2363 SF TOTAL 2363 / 150 SF = 15.75 SF VENTING REQ. 15.75sf x 144 = 2,268 sq in in NFVA 60% soffits = 1360/9 = 151.2 linear feet of intake 40% ridge = 907.2/9=100.8 linear feet of exhaust
GENERAL NOTES
1. ALL ITEMS ARE NEW U.N.O.
2. REFER TO GENERAL NOTES ON T1.0 & T1.1 FOR FURTHER INFORMATION & REQUIREMENTS
3. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION
4. PAPER FACED INSULATION PROHIBITED IN ATTICS OR OTHER VENTILATED SPACES
5. ALL ROOFING SHALL BE CLASS 'A', TYP.
6. SEE DETAIL 1/A8.4 FOR ALL PIPE PENETRATIONS THROUGH ROOF, TYPICAL ROOF VENTING REQUIREMENTS: 1 SF OF VENTING PER 150 SF OF ENCLOSED RAFTER AREA IN ALL NON‐FIRE RATED CONSTRUCTION. SEE CALC CALLOUTS ON ROOF PLAN.
"CLASS A" BLACK ASPHALT SHINGLE ROOFING ESR‐1475 O/ 2 LAYERS OF UNDERLAYMENT O/SELF ADHERING MEMBRANE O/PLYWOOD PER STRUCTURAL , TYP.
KEYNOTES
7.1OUTLINE OF BUILDING ENVELOPE BELOW
7.46" GLAVANIZED METAL GUTTER PAINTED TO MATCH FASCIA BOARD, SLOPE 1/16" PER FOOT U.N.O., W/ E‐2 MICRO MESH GUTTER SCREEN ‐ REFER TO 2019 PLUMBING CODE TABLE 1106.3
7.54" GALVANIZED METAL DOWNSPOUT, PAINTED TO MATCH WALLS ‐ REFER TO 2019 PLUMBING CODE TABLE 1101.11
26.118.75 KW ROOF MOUNTED PHOTOVOLTAIC SYSTEM; LAYOUT PER SOLAR DESIGN DRAWINGS
NOTE: HEIGHTS AT THIS PORTION OF ROOF ARE ON
GENERAL NOTES
1. ALL ITEMS ARE NEW U.N.O.
2. REFER TO GENERAL NOTES ON T1.0 & T1.1 FOR FURTHER INFORMATION & REQUIREMENTS
3. ALL VENTS SHALL RESIST THE INTRUSION OF FLAMES & EMBERS OR S HALL BE PROTECTED BY LOUVERS & 1/8" NON‐COMBUSTIBLE, CORROSION‐RESISTANT, METAL MESH
4. THE HIGHEST POINT OF THE ROOF, EQUIPMENT OR ANY VENT, PIPE, ANTENNA, OR OTHER PROJECTION SHALL NOT EXCEED 26' ABOVE GRADE T.O. ROOF
LEGEND
JAMES HARDIE VERTICAL CEMENT FIBER BOARD AND BATTEN SIDING W/TRIM BOARDS IN SMOOTH ARCTIC WHITE OR EQ.
KEYNOTES
"CLASS A " BLACK ASPHALT SHINGLE ROOFING ESR‐1475
PROPOSED GRADE
EXISTING GRADE
6.3PAINTED EAVE BRACKETS PER DETAIL 9/A8.4
6.4PAINTED WOOD POST PER STRUCTURAL
6.10PAINTED FASCIA BOARD
6.9WHITE SMOOTH CEMENT FIBER TRIM BOARDS SURROUNDING ALL OPENINGS PER DETAILS ON A8.2
7.46" GLAVANIZED METAL GUTTER PAINTED TO MATCH FASCIA BOARD, SLOPE 1/16" PER FOOT U.N.O., W/ E‐2 MICRO MESH GUTTER SCREEN ‐ REFER TO 2019 PLUMBING CODE TABLE 1106.3
7.54" GALVANIZED METAL DOWNSPOUT, PAINTED TO MATCH WALLS ‐ REFER TO 2019 PLUMBING CODE TABLE 1101.11
7.7BLACK ASPHALT SHINGLES "CLASS A" ESR‐1475
8.1WINDOW PER WINDOW SCHEDULE
8.8GABLE VENT
26.7OUTDOOR WALL MOUNTED GOOSENECK FIXTURE
= 1'-0"
KEYNOTES
KEYNOTES
1/8"
LEGEND
KEYNOTES
KEYNOTES
DOOR SCHEDULE
1-1AENTRY3'6"8'0"WDPTWDPTy0.400.405/A8.16/A8.17/A8.1
1-2CSTUDY6'0"8'0"WD- PTAL- BLACKy0.400.405/A8.17/A8.1
1-3BMASTER BEDROOM6'0"8'0"WDPTAL- BLACKy0.400.405/A8.17/A8.1
1-4BMASTER BEDROOM6'0"8'0"WDPTAL-BLACKy0.400.405/A8.17/A8.1
1-5DHALLWAY3'0"8'0"WDPTWDPTY0.400.405/A8.16/A8.17/A8.1
1-6GLOUNGE28'0"8'0"AL-BLACKAL- BLACKy0.400.40ALLWEATHER (5 PANELS)
1-8JGARAGE16'0"8'0"FA-BLACKFA-BLACK10/A8.111/A8.112/A8.1
1-9KGARAGE16'0"8'0"FA-BLACKFA-BLACK10/A8.111/A8.112/A8.1
1-10NGARAGE3'0"8'0"WDPTWDPTy0.400.405/A8.16/A8.17/A8.1
1-11BGUEST ENTRY6'0"8'0"WDPTAL-BLACKY0.400.40
1-12CDINING ROOM6'0"8'0"WDPTAL-BLACKY0.400.40
103AEBATHROOM2'6"8'0"WDPTWDPT8/A8.19/A8.1
103BLBATH CLOSET2'8"8'0"WDPTWDPT
107AEGUEST SUITE2'8"8'0"WDPTWDPT8/A8.19/A8.1
108AFBATHROOM2'8"8'0"WDPTWD-PT
110ANGARAGE2'8"8'0"WDPTWDPT5/A8.16/A8.17/A8.120
112AFKITCHEN2'8"8'0"WDPTWDPT
112BFKITCHEN2'8"8'0"WDPTWDPT
115AHSTUDY6'0"8'0"WDPTWD-PT
117AEPLAYROOM2'8"8'0"WDPTWDPT8/A8.19/A8.1
119AECLOSET2'8"8'0"WDPTWD-PT8/A8.19/A8.1
120AFBATHROOM2'8"8'0"WDPTWD-PT
121AEBEDROOM2'8"8'0"WDPTWDPT8/A8.19/A8.1
123AECLOSET2'8"8'0"WDPTWDPT8/A8.19/A8.1
124AFBATHROOM2'8"8'0"WDPTWD-PT
127AELAUNDRY2'8"8'0"WDPTWDPT8/A8.19/A8.1
128AFCLOSET2'8"8'0"WDPTWDPT
129AEMASTER BEDROOM2'8"8'0"WDPTWDPT8/A8.19/A8.1
131AEMASTER CLOSET2'8"8'0"WDPTWDPT8/A8.19/A8.1
132AEMASTER BATHROOM 2'8"8'0"WDPTWDPT8/A8.19/A8.1
132BEBATHROOM2'8"8'0"WDPTWDPT8/A8.19/A8.1
ADU F.F.
2-1AALIVING ROOM3'6"8'0"WDPTWDPTy0.400.355/A8.16/A8.17/A8.1
2-2NBATHROOM2'8"6'8"WDPTWDPT5/A8.16/A8.17/A8.1
2-3NSTORAGE3'0"6'8"WDPTWDPT5/A8.16/A8.17/A8.1
201ALWASHER DRYER CLOSET 2'8"8'0"WDPTWDPT
202AEBEDROOM2'8"8'0"WDPTWDPT8/A8.19/A8.1
203AECLOSET2'6"8'0"WDPTWDPT8/A8.19/A8.1
204AEBATHROOM2'8"8'0"WDPTWDPT8/A8.19/A8.1
207AESAUNA2'8"6'8"WDPTWDPT1/2" UNDERCUT
RV GARAGE F.F.
3-1MRV GARAGE14'0"15'0"FA-BLACKFA-BLACK10/A8.111/A8.112/A8.1
3-2NRV GARAGE3'0"8'0"WDPTWDPT5/A8.16/A8.17/A8.1
DOOR TYPES
1/4" = 1'-0"
NOTES
4.
1.
2.
3.
5.
6.
7.
1-2aFPIANO ROOM2' - 0"8'0"FixedWD - BLACKALBLACK0'0"8' - 0"YDUAL GLAZED LOW-E0.400.401/A8.12/A8.13/A8.1
1-2bFPIANO ROOM2' - 0"8'0"FixedWD - BLACKALBLACK0'0"8' - 0"YDUAL GLAZED LOW-E0.400.401/A8.12/A8.13/A8.1
1-12aFDINING2' - 0"8'0"FixedWD - BLACKALBLACK0'0"8' - 0"YDUAL GLAZED LOW-E0.400.401/A8.12/A8.13/A8.1
1-12bFDINING2' - 0"8'0"FixedWD - BLACKALBLACK0'0"8' - 0"YDUAL GLAZED LOW-E0.400.401/A8.12/A8.13/A8.1
3DPLAYROOM3' - 0"5'0"CasementRIGHTWD - BLACKALBLACK3'0"8' - 0"DUAL GLAZED LOW-E0.400.401/A8.12/A8.13/A8.1
4DBEDROOM3' - 0"5'0"CasementLEFTWD - BLACKALBLACK3'0"8' - 0"DUAL GLAZED LOW-E0.400.401/A8.12/A8.13/A8.1
5ABEDROOM8' - 0"5'0"Triple UnitWD - BLACKALBLACK3'0"8' - 0"DUAL GLAZED LOW-E0.400.401/A8.12/A8.13/A8.1
6CBATHROOM2' - 6"2'6"AwningWD - BLACKALBLACK56"8' - 0"DUAL GLAZED LOW-E0.400.401/A8.12/A8.13/A8.1
7ABEDROOM8' - 0"5'0"Triple UnitWD - BLACKALBLACK3'0"8' - 0"DUAL GLAZED LOW-E0.400.401/A8.12/A8.13/A8.1
8CBATHROOM2' - 6"2'6"AwningWD - BLACKALBLACK56"8' - 0"DUAL GLAZED LOW-E0.400.401/A8.12/A8.13/A8.1
9BLAUNDRY5' - 0"4'6"Triple UnitWD - BLACKALBLACK3'6"8' - 0"DUAL GLAZED LOW-E0.400.401/A8.12/A8.13/A8.1
10CMASTER BATHROOM 2' - 6"2'6"AwningWD - BLACKALBLACK5'6"8' - 0"DUAL GLAZED LOW-E0.400.401/A8.12/A8.13/A8.1
11AMASTER BATHROOM 8' - 0"5'6"Triple UnitWD - BLACKALBLACK2'6"8' - 0"DUAL GLAZED LOW-E0.400.401/A8.12/A8.13/A8.1
13AMASTER BEDROOM 8' - 0"5'6"Triple UnitWD - BLACKALBLACK3'0"8' - 6"DUAL GLAZED LOW-E0.400.401/A8.12/A8.13/A8.1
14DHALLWAY3' - 0"5'0"FixedRIGHTWD - BLACKALBLACK3'0"8' - 0"DUAL GLAZED LOW-E0.400.401/A8.12/A8.13/A8.1
15GKITCHEN8' - 0"4'6"BifoldWD - BLACKALBLACK36"8' - 0"DUAL GLAZED LOW-E0.400.401/A8.12/A8.13/A8.1
16EMUDROOM4' - 0"4'6"CasementLEFTWD - BLACKALBLACK3'6"8' - 0"DUAL GLAZED LOW-E0.400.401/A8.12/A8.13/A8.1
17EMUDROOM3' - 0"4'6"CasementRIGHTWD - BLACKALBLACK3'6"8' - 0"DUAL GLAZED LOW-E0.400.401/A8.12/A8.13/A8.1
18DGARAGE2' - 6"5'0"CasementRIGHTWD - BLACKALBLACK3'0"8' - 0"DUAL GLAZED LOW-E0.400.401/A8.12/A8.13/A8.1
19AGUEST SUITE8' - 0"5'0"Triple UnitWD - BLACKALBLACK3'0"8' - 0"DUAL GLAZED LOW-E0.400.401/A8.12/A8.13/A8.1
20DBATHROOM2' - 6"5'0"CasementLEFTWD - BLACKALBLACK3'0"8' - 0"DUAL GLAZED LOW-E0.400.401/A8.12/A8.13/A8.1
23DDORMER3' - 0"4'0"FixedWD - BLACKALBLACK16'6"20' - 6"DUAL GLAZED LOW-E0.400.401/A8.12/A8.13/A8.1
24DDORMER3' - 0"4'0"FixedWD - BLACKALBLACK16'6"20' - 6"DUAL GLAZED LOW-E0.400.401/A8.12/A8.13/A8.1
25DDORMER3' - 0"4'0"FixedWD - BLACKALBLACK16'6"20' - 6"DUAL GLAZED LOW-E0.400.401/A8.12/A8.13/A8.1
26DDORMER3' - 0"4'0"FixedWD - BLACKALBLACK16'6"20' - 6"DUAL GLAZED LOW-E0.400.401/A8.12/A8.13/A8.1
27DDORMER3' - 0"4'0"FixedWD - BLACKALBLACK16'6"20' - 6"DUAL GLAZED LOW-E0.400.401/A8.12/A8.13/A8.1
28DDORMER3' - 0"4'0"FixedWD - BLACKALBLACK16'6"20' - 6"DUAL GLAZED LOW-E0.400.401/A8.12/A8.13/A8.1
35BMASTER
ADU F.F.
- 0"4'6"Triple UnitRIGHTWD - BLACKALBLACK36"8' - 0"DUAL GLAZED LOW-E0.400.401/A8.12/A8.13/A8.1
29EKITCHEN4' - 0"4'6"CasementWD - BLACKALBLACK3'6"8' - 0"DUAL GLAZED LOW-E0.400.351/A8.12/A8.13/A8.1
30ABEDROOM8' - 0"5'0"Triple UnitWD - BLACKALBLACK3'0"8' - 0"DUAL GLAZED LOW-E0.400.351/A8.12/A8.13/A8.1
31CBATHROOM2' - 0"2'0"AwningWD - BLACKALBLACK5'4"7' - 4"DUAL GLAZED LOW-E0.400.351/A8.12/A8.13/A8.1
32DKITCHEN2' - 6"4'6"CasementLEFTWD - BLACKALBLACK3'6"8' - 0"DUAL GLAZED LOW-E0.400.351/A8.12/A8.13/A8.1
6.
WINDOW TYPES
1/4" = 1'-0"
GALV. MTL. ROOF EDGE. PRIME AND PAINT FINISH, COLOR SHALL BE FINALIZED BY ARCHITECT PRIOR TO FINAL INSTALLATION 3 3" 1/2" 2"
2X4 TRIM, PRIMED & PAINTED. ATTACH W/ SIMPSON SCREWS OR EQUAL
BLOCKING WITH CORROSION RESISTANT METAL SCREENING BEHIND HOLES FOR VENTILATION
ASPHALT SHINGLES O/ 2 LAYERS OF UNDERLAYMENT SELF ADHERING MEMBRANE O/SHEATHING PER STRUCT.
LOOKOUT FRAMING PER STRUCTURAL T&G PTD. TO MATCH FASCIA 2X10 RAKE PRIMED & PTD.
RIDGE VENT, TYP.
RIDGE BEAM PER STRUCTURAL
ASPHALT ROOFING O/ 2 LAYERS OF UNDERLAYMENT
SELF ADHERED MEMBRANE O/ SHEATHING PER STRUCTURAL RAFTER PER STRUCTURAL
R-30 INSULATION AT ALL ROOF ASSEMBLIES, TYP., CHANNEL FOR VENTILATION GYP.BD CEILING PER PLAN, FINISH PER INTERIOR DESIGNER
METAL SUPPORT BRACKET @ MAX 12" O.C.
GA. CUSTOM GALV. RAIN GUTTER
