1082 LUNAANELA ST. KAILUA, HI 96734
GENERAL CONTRACTOR NOTES:
1. CONTRACTOR SHALL VERIFY APPROVED JOBSITE BLUEPRINTS ALL EXIST GRADES, DLU ENVELOPE CONFORMANCES AND SITE DIMENSIONS PRIOR TO COMMENCING WORK. CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY CONFLICTS PRIOR TO COMMENCING WORK. ANY DEVIATIONS FOR ENCROACHMENTS SHALL BE CORRECTED AND RESUBMITTED TO THE ARCHITECT AND THE CITY AND COUNTY OF HONOLULU DEPARTMENT OF PLANNING AND PERMITTING. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CORRECTIONS AND REPAIRS REQUIRED DUE TO HIS/HER FAILURE TO DO SO.
2. DO NOT SCALE DRAWINGS.
3. BUILDING SHALL COMPLY WITH ALL CODES, RULES AND REGULATIONS OF THE CITY AND COUNTY OF HONOLULU AND THE STATE OF HAWAII.
4. CONTRACTOR SHALL VERIFY THE SITE AND ALL INFORMATION INCLUDING DISTANCE, LOT DIMENSIONS, AND EXACT PROPERTY LINES TO ACCURATELY LOCATE THE PROPOSED PROJECT WITHIN THE MINIMUM REQUIRED SETBACK AREA.
5. CONTRACTOR SHALL PROTECT ADJOINING LAND, BUILDING, AND OTHER IMPROVEMENTS SITUATED THEREON ANY DAMAGE OCCURRED SHALL BE REPAIRED AT NO COST TO THE OWNER, THE ARCHITECT, OR THE ENGINEER.
6. ANY CONDITIONS, MATERIALS, DEVICES, OR DETAILS NOT SPECIFICALLY SHOWN ON THE DRAWINGS OR SPECIFIED SHALL BE CLARIFIED WITH THE ARCHITECTS OR ENGINEER BEFORE BIDDING, CONSTRUCTION, INSTALLATION, AND COMPLETION.
7. ARCHITECT AND OR ENGINEER ARE NOT RESPONSIBLE FOR THE CONTRACT5ORS METHODS, PROCEDURES, OR CONDITIONS ON JOBSITE THAT MAY DEVELOP.
8. THE DRAWINGS INTEND TO SHOW FINISHED CONCEPT ONLY. CHANGES TO THE DRAWINGS MAY BE REQUIRED DUE TO UNFORESEEN CONDITIONS.
9. ANY STRUCTURAL CHANGES BY THE CONTRACTOR SHALL BE APPROVED BY THE ARCHITECT OR ENGINEER.
10. GROUND TO BE CHEMICALLY TREATED FOR TERMITES PER SECTION R320 OF THE 2003 IRC.
11. CONTRACTOR TO PROVIDE ALL NECESSARY FLASHING, CAULKING, AND WATERPROOFING, ETC. TO ENSURE A WEATHERTIGHT FINISH AS PER STANDING PRACTICE.
12. CONTRACTOR TO PROVIDE ADEQUATE BRACING AND SHORING FOR ALL STRUCTURAL MEMBERS DURING ALL PHASES OF CONSTRUCTION.
13. ANY CONFLICTS, SUBSTITUTIONS, OR QUESTIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE PROJECT AND OR TASK.
14. PAINT ALL NEW INTERIOR AND EXTERIOR SURFACES UNLESS OTHERWISE AGREED UPON BETWEEN OWNER AND CONTRACTOR.
15. MIN. R-19 FOR ROOF INSULATION.
16. SMOKE DETECTORS
A. THE ALARM DEVICES SHALL BE INTERCONNECTED IN A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. THE ALARM SHA LL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACKGROUND NOISE W/ INTERVENING DOORS CLOSED.
B. EXCEPTIONS: SMOKE ALARMS IN EXISTING AREAS NOT REQ'D TO BE INTERCONNECTED OR HARDWIRED WHERE THE ALTERATIONS OR REPAIRS DO NOT RESULT IN INTERIOR WALL OR CEILING REMOVAL.
17. SPECIAL INSPECTION: CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS OUTLINED IN SECTION 1704: SPECIAL INSPECTIONS, CONTRACTOR RESPONSIBILITIES AND STRUCTURAL OBSERVATIONS OF THE 2012 IRC. THIS SECTION PROVIDES MINIMUM REQUIREMENTS FOR SPECIAL INSPECTIONS, THE STATEMENT OF SPECIAL INSPECTIONS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATIONS REQUIRED. CONTRACTOR TO FOLLOW SECTION 1705: REQUIRED VERIFICATION AND INSPECTION OF THE IRC. CONTRACTOR TO MAINTAIN A RECORD OF EACH SPECIAL INSPECTOR AND OR TESTER(S) ACTIVITY. A SPECIAL INSPECTION LOG SHALL BE POSTED ADJACENT TO BUILDING PERMIT. THIS SPECIAL INSPECTIONS LOG SHALL BE GIVEN TO THE BUILDING INSPECTOR AT THE CONCLUSION OF ALL SPECIAL INSPECTION AND TESTING ACTIVITIES.
18. MAX 1'-0" DROP AT ALL EXIT DOORS
19. THE ARCHITECT ASSUMES NO LIABILITY FOR SERVICES OF ANY AND ALL CONSULTANTS, RECOMMENDED OR NOT, THAT MAY BE INCLUDED IN THE SCOPE OF THE PROJECT.
20. WHEN THE SCOPE OF WORK EXCEEDS THESE DOCUMENTS, CONTRACTOR SHALL SUBMIT PLANS TO THE DEPARTMENT OF PLANNING AND PERMITTING FOR APPROVAL PRIOR TO STARTING WORK IF ADDITIONAL WORK AFFECTS APPROVED PERMIT.
21. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, TRANSPORTATION, UTILITIES, OTHER SERVICES, AND RELATED NECESSARY FOR PROPER EXECUTION OF THE CONSTRUCTION REQUIRED BY CONTRACT DOCUMENTS.
22. WHERE DETAILS ARE NOT SHOWN, CAREFULLY STUDY (E) CONDITIONS BEFORE REMOVAL OF WORK TO PROVIDE REPAIRS TO MATCH EXISTING.
23. TONE AREA FOR UNDERGROUND UTILITIES PRIOR TO EXCAVATION.
24. THE CONTRACTOR SHALL VISIT THE PROJECT SITE AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS PRIOR TO SUBMITTING THEIR BID.
25. ALL GRADING OPERATIONS SHALL BE PERFORMED IN CONFORMANCE WITH APPLICABLE PROVISIONS OF CHAPTER 54, WATER QUALITY STANDARDS, AND CHAPTER 55, WITH W ATER POLLUTION CONTROL, OF TITLE II, ADMINISTRATION RULES OF THE STATE OF HAWAII DEPARTMENT OF HEALTH
26. THE CONTRACTOR SHALL CONFORM TO THE LATEST PREVAILING CODES AND ORDINANCES AND MANUFACTURERS SPECS. AND STANDARDS FOR ALL FIELDS OF WORK.
27. ALL WORK IS TO BE DONE BY THE GC UNLESS OTHERWISE NOTED.
28. AN OWNER BUILDER IS IN FACT THE GENERAL CONTRACTOR AND SHALL BEAR ALL THE RESPONSIBILITIES OF THE GENERAL CONTRACTOR FOR THIS SPECIFIC PROJECT. DEFINED OWNER BUILDER SHALL READ, UNDERSTAND AND BEAR THE RISKS PROVIDED BY THE STATE OF HAWAII DEPARTMENT OF COMMERCE AND CONSUMER AFFAIRS AND ITS REGULATED INDUSTRIES COMPLAINTS OFFICE.
29. CONTRACTOR SHALL LOCATE ALL GREEN MATERIAL ON SITE AND MAKE SURE ALL STRUCTURES ARE CONSTRUCTED A MINIMUM OF 6’ AWAY FROM ALL GREEN MATERIALS.
30. THE CONTRACTOR SHALL VERIFY THAT THE SOIL CONDITIONS CAN ACCOMMODATE THE FOUNDATION DESIGN. IF THERE IS ANY QUESTION REGARDING THE SOIL CONDITION, THE OWNER CONTRACTOR SHALL RETAIN A HAWAII LICENSED GEOTECHNICAL ENGINEER AND COMPLY WITH ALL OF THE HAWAII LICENSED GEOTECHNICAL ENGINEERS RECOMMENDATIONS. EXTREME CARE SHOULD BE EXERCISED BY THE CONTRACTOR WHEN CONSTRUCTING BUILDING FOUNDATIONS IN ESPECIALLY BAD SOIL LOCATIONS.
31. ALL ENGINEERED FILL, BASE COURSE AND GROUND UNDER CONCRETE SLABS AND CONCRETE FOOTINGS SHALL BE COMPACTED TO A MIN, OF 95%.
32. CONTRACTOR TO SLOPE ALL FINISHED GRADES AWAY FROM THE BUILDING
33. CONTRACTOR SHALL REMOVE ALL RED CINDER FROM FORMED AREAS PRIOR TO POURING CONCRETE SLAB FOOTINGS.
DRAWING INDEX:
A000: COVER SHEET
A100: SITE EROSION PLAN
A101: LEVEL 1 - EXISTING
A102: LEVEL 2 - NEW
A103: DEMOLITION PLAN
A104: FOUNDATION PLAN
A105: ENLARGED PLANS, TYPICAL DETAILS
A106: TYPICAL DETAILS
A107: ELEVATIONS
A108: ELEVATIONS, MATERIALS
E100: ELECTRICAL PLAN
S100: STRUCTURAL PLAN
TMK: 4-2-070: 016 1082 LUNAANELA ST, KAILUA, HI 96734 DATE: JOB #: REVISION: DATE: COMMENTS: 4.8.22 A000 0.0010 0.0010 COVER SHEET PROPOSED ADDITION / ALTERATION FOR ROBERT W. LOVE 1082 LUNAANELA ST KAILUA, HI 96734 TMK: 42070: 016
LAND USE ORDINANCE: ZONING R-7.5 NUMBER OF FLOORS 1 BUILDING HEIGHT 25' MAX, UNLESS SLOPING FLOOD ZONE LOT AREA X BEYOND 500 YEAR FLOOD HAZARD LOT AREA 12,367 SF. ALLOWED COVERED AREA 6,318.5 SF. (50% OF LOT)
VI C IN IT Y MA P
R1 10.13.22 8.1.22 Residential Review Revision Set EXAMPLE
CITY BUILDING PERMIT:
-PERMIT AS-BUILT SURVEY:
-BY OWNER
ARCHITECTURAL:
-BY OWNER
ENGINEERING:
-BY OWNER
EXCAVATION:
-PAD HEIGHT CERTIFICATION LOWER AS NEEDED
-DIG FOOTINGS
-BACKFILL TRENCHES
-EXCESS ROCK AND DIRT TO BE REMOVED
CONCRETE:
-MONOLITHIC POUR 3000 PSI.
-CONCRETE SLAB TIE-IN TO EXISTING
LUMBER:
-HI-BOR PRESSURE TREATED
-ALL NOMINAL SIZE LUMBAR
-DG FIR PLYWOOD
SIMPSON STRONG WALL:
-IF REQUIRED PER ENGINEERING
TRUSSES & HANGERS:
-FLAT TRUSS SYSTEM
-SIMPSON HANGERS PER ENGINEERING
FRAMING:
-INSTALL AND CONSTRUCT PER PLAN
-FRAME STRUCTURE (PER CITY APPROVED PLANS) -DG FIR PLYWOOD
-SIMPSON HOLD DOWNS AND HURRICANE CLIPS PER
STRUCTURAL PLANS
PLUMBING ROUGH AND TRIM:
-PER PLANS AND LOCAL PLUMBING CODES
ELECTRIC ROUGH & TRIM (PER PLAN):
-PER PLANS AND LOCAL ELECTRICAL CODES
INSULATION:
-R-13 BETWEEN WALL STUDS
-R-19 BATT INSULATION BETWEEN TRUSS MEMBERS
ROOFING:
-ROLLED ROOFING TORCH DOWN OR PEEL AND STICK
-ADD ON FLAT ROOFS
-FIBER-GLASS SHINGLES ON PITCHED ROOFS
CLEAN – UP:
-PICK-UP, REMOVE ALL TRASH
SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING TYPES OF WORK (IF THEY OCCUR):
1. CONCRETE DURING THE TAKING OF TEST SPECIMENS AND PLACING OF REINFORCED CONCRETE.
SEE ITEM 12 FOR SHOTCRETE. EXCEPTIONS
• CONCRETE FOR FOUNDATIONS CONFORMING TO MINIMUM REQUIREMENTS OF TABLE 18-1-D OR FOR GROUP R, DIVISION 3 OR GROUP U DIVISION 1 OCCUPANCIES, PROVIDED THE BUILDING OFFICIAL FINDS THAT A SPECIAL HAZARD DOES NOT EXIST
• FOR FOUNDATION CONCRETE, OTHER THAN CAST-IN-PLACE DRILLED PILES
2. BOLTS INSTALLED IN CONCRETE PRIOR TO AND DURING THE PLACEMENT OF CONCRETE AROUND BOLTS WHEN STRESS INCREASES PERMITTED BY FOOTNOTE 5 OF TABLE 19-E OR SECTION 1925 ARE UTILIZED.
3. SPECIAL MOMENT-RESISTING CONCRETE FRAME AS REQUIRED BY SECTION 1921.9 OF THIS CODE.
4. REINFORCING STEEL AND PRESTRESSING STEEL TENDONS
4.1 DURING ALL STRESSING AND GROUTING OF TENDONS
HAS
FOR
WITH THE APPROVED PLANS
THE CLOSING OF FORMS OR THE DELIVERY OF CONCRETE TO THE JOBSITE.
5. STRUCTURAL WELDING
5.1 GENERAL. DURING THE WELDING OF ANY MEMBER OR CONNECTION WHICH IS DESIGNED TO RESIST LOADS AND FORCES REQUIRED BY THIS CODE. EXCEPTIONS 1. WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH SECTION 1701.7.
2. THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS, QUALIFICATIONS OF WELDING PROCEDURES AND WELDERS ARE VERIFIED PRIOR TO THE START OF WORK; PERIODIC INSPECTIONS ARE MADE OF WORK IN PROGRESS; AND A VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP W ELDING:
2.1 SINGLE-PASS FILLET WELDS NOT EXCEEDING 5/16 INCH (7.9 MM) IN SIZE.
2.2 FLOOR AND ROOF DECK WELDING.
2.3 WELDED STUDS WHEN USED FOR STRUCTURAL DIAPHRAGM OR COMPOSITE SYSTEMS.
2.4 WELDED SHEET STEEL FOR COLD-FORMED STEEL FRAMING MEMBERS SUCH AS STUDS AND JOISTS.
2.5 WELDING OF STAIRS AND RAILING SYSTEM.
5.2 SPECIAL MOMENT-RESISTING STEEL FRAMES. DURING THE WELDING OF SPECIAL MOMENTRESISTING STEEL FRAMES. IN ADDITION TO ITEM 5.1 REQ UIREMENTS ABOVE, NONDESTRUCTIVE TESTING AS REQUIRED BY SECTION 1703 OF THIS CODE.
5.3 WELDING OF REINFORCING STEEL. DURING THE WELDING OF REINFORCING STEEL. EXCEPTION THE SPECIAL INSPECTOR NEED NOT BE CONTINOUSLY PRESENT DURING THE WELDING OF ASTM A 706 REINFORCING STEEL NOT LARGER THAN NO.5 BARS USED FOR EMBEDMENTS, PROVIDED THE MATERIALS, QUALIFICATIONS OF WELDING PROCEDURES AND WELDERS ARE VERIFIED PRIOR TO THE START OF WORK; PERIODIC INSPECTIONS ARE MADE OF WORK IN PROGRESS; AND A VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP W ELDING.
6. HIGH-STRENGTH BOLTING AS REQUIRED BY CHAPTER 22, DIVISION IV. SUCH INSPECTIONS MAY BE PERFORMED ON A PERIODIC BASIS IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1701.6.
7. STRUCTURAL MASONRY
7.1 FOR MASONRY, OTHER THAN FULLY GROUTED OPEN-END HOLLOW -UNIT MASONRY, DURING PREPARATION AND TAKING OF ANY REQUIRED PRISMS OR TEST SPECIMENS, PLACING OF ALL MASONRY UNITS, PLACEMENT OF REINFORCEMENT, INSPECTION OF GROUT SPACE, IMMEDIATELY PRIOR TO CLOSING OF CLEANOUTS, AND DURING ALL GROUTING OPERATIONS.
EXCEPTION FOR HOLLOW -UNIT MASONRY WHERE THE F'M IS NO MORE THAN 1,500 PSI (10.34 MPA) FOR CONCRETE UNITS OR2,600 PSI (17.93 M PA) FOR CLAY UNITS, SPECIAL INSPECTION MAY BE PERFORMED AS REQUIRED FOR FULLY GROUTED OPEN-END HOLLOW -UNIT MASONRY SPECIFIED IN ITEM 7.2 BELOW.
7.2 FOR FULLY GROUTED OPEN-END HOLLOW -UNIT MASONRY DURING PREPARATION AND TAKING OF ANY REQUIRED PRISMS OR TEST SPECIMENS, AT THE START OF LAYING UNITS, AFTER THE PLACEMENT OF REINFORCING STEEL, GROUT SPACE PRIOR TO EACH GROUTING OPERATION, AND DURING ALL GROUTING OPERATIONS.
EXCEPTION SPECIAL INSPECTION AS REQUIRED IN ITEMS 7.1 AND 7.2 ABOVE NEED NOT BE PROVIDED WHEN DESIGN STRESSES HAVE BEEN ADJUSTED AS SPECIFIED IN CHAPTER 21 TO PERMIT NONCONTINOUS INSPECTION.
8. REINFORCED GYPSUM CONCRETE WHEN CAST-IN-PLACE CLASS B GYPSUM CONCRETE IS BEING MIXED AND PLACED.
9. INSULATING CONCRETE FILL DURING THE APPLICATION OF INSULATING CONCRETE FILL WHEN USED AS PART OF A STRUCTURAL SYSTEM. EXCEPTION THE SPECIAL INSPCETIONS MAY BE LIMITED TO AN INITIAL INSPECTION TO CHECK THE DECK SURFACE AND PLACEMENT OF REINFORCING THE SPECIAL INSPECTOR SHALL SUPERVISE THE PREPARATION OF COMPRESSION TEST SPECIMENS DURING THIS INITIAL INSPECTION.
10. SPRAY-APPLIED FIREPROOFING AS REQUIRED BY U.B.C. STANDARD 7-6.
11. PILING, DRILLED PIERS AND CAISSONS DURING DRIVING AND TESTING OF PILES AND CONSTRUCTION OF CAST-IN-PLACE DRILLED
THE BEST OF MY KNOWLEDGE, THIS PROJECT'S DESIGN SUBSTANTIALLY CONFORMS TO THE, BUILDING
AND AFTER SUFFICIENT COMPLETION FOR THE PURPOSES OF PRESSURE DIFFERENCE TESTING, FLOW MEASUREMENTS, AND DETECTION AND CONTROL VERIFICATION.
14.2 FIRE-EXTINGUISHING SYSTEMS.
14.2.1 DURING INSTALLATION OF SPRINKLER AND STANDPIPE SYSTEMS. EXCEPTION THE SPECIAL INSPECTOR NEED NOT BE PRESENT CONTINUOUSLY DURING THE INSTALLATION OF THE SPRINKLER AND STANDPIPE SYSTEMS, PROVIDED THAT THE SPECIAL INSPECTOR HAS INSPECTED FOR CONFORMANCE WITH THE APPROVED PLANS PRIOR TO CONCEALMENT.
14.2.2 DURING ACCEPTANCE TESTS AS REQUIRED BY U.B.C STANDARDS 9-1,9-2, AND 9-3. 15. SPECIAL CASES WORK WHICH, IN THE OPINION OF THE BUILDING OFFICIAL, INVOLVES UNUSUAL HAZARDS OR CONDITIONS.
16. SHEATHED SHEAR WALLS AND DIAPHRAGMS
16.1 WHERE SHEATHING EDGE NAIL SPACING IS LESS THAN 4 INCHES ON CENTER OR IN BUILDINGS HAVING AN IMPORTANCE FACTOR (I) GREATER THAN 1.
16.2 THE FOLLOWING ITEMS IN CONNECTION WITH SUCH DIAPHRAGMS AND SHEAR WALLS SHALL BE INSPECTED:
16.2.1 ANCHOR BOLTS.
16.2.2 TIE-DOWNS.
16.2.3 CONCRETE OR MASONRY TO DIAPHRAGM TIES.
16.2.4 DRAG STRUT CONNECTIONS, INCLUDING DIAPHRAGM NAILING THERETO.
16.2.5 NAILING (SIZE, SPACING, NAIL HEADS FLUSH WITH SHEATHING SURFACES).
17. COMPLETE LOAD PATH AND UPLIFT TIES METAL CONNECTORS, ANCHORS OR FASTENERS FOR WOOD AND COLD-FORMED STEEL CONSTRUCTION AT THE FOLLOWING LOCATIONS:
ROOF RIDGES, ROOF RAFTERS TO BEAM OR WALL SUPPORTS, BEAMS TO POSTS, POSTS OR WALLS TO FLOOR FRAMING OR FOUNDATION BELOW, AND ALL OTHER CONNECTIONS THAT ARE PART OF THE LOAD PATH TO RESIST UPLIFT FORCES. EXCEPTION: THE SPECIAL INSPECTOR NEED NOT BE PRESENT DURING THE INSTALLATION OF ALL OF THE CONNECTORS, PROVIDED THAT THE SPECIAL INSPECTOR VERIFIES THAT ALL OF THE CONNECTORS ARE INSTALLED IN CONFORMANCE WITH THE REQUIREMENTS OF THIS CODE.
18. TERMITE PROTECTION TERMITE BARRIER, TREATED STRUCTURAL LUMBER, AND PIPE PERETRATIONS FOR NEW WOOD FRAME RESIDENTIAL BUILDINGS.
- WAIVER OF SPECIAL INSPECTION THE BUILDING OFFICIAL MAY WAIVE THE REQUIREMENT FOR THE EMPLOYMENT OF A SPECIAL INSPECTOR IF THE CONSTRUCTION IS OF A MINOR NATURE. THE EMPLOYMENT OF A SPECIAL INSPECTOR SHALL NOT BE REQUIRED FOR CONSTRUCTION WORK FOR ANY GOVERNMENT AGENCY THAT PROVIDES ITS OW N INSPECTORS.
- PERIODIC
NOTE: WHEN PERMIT IS ISSUED, CURTIS K.
741-1577, SHALL BE NOTIFIED ASAP
ESCP NOTIFICATION & FILING OF ESCP INSPECTION REPORT CAN BE DONE.
9 5 1 0 0 0 1 0 1 0 0 0 10 (N) STRUCTURE (E) STRUCTURE (N) FOOTING (E) STRUCTURE DEMOLISHED (E) HOME PROPERTY LINE WASHOUT EXISTING CONCRETE DRIVEWAY DIRECTION OF FLOW ROOF LINE CONSTRUCTION WORK AREA SL SL CONSTRUCTION ACCESS AREA - 400 SF. 166.67 156.80 8 1 4 0 4 9 0 8 14.14 2 - 0 SEWER LATERAL ROLL CURB SWEEP UP DIRT IN STREET L U N A A N E L A S T R E E T WM VERIFY MATERIAL STORAGE AREA - 400 SF. GOOD HOUSEKEEPING BMP'SCONC., WASH, DUMPSTER, PORT. TOILET, ETC. 10' 11 3/4" BIOSOCKREMOVEABLE SILT FENCE W/ 6" 6" TROUGH ON HIGH SIDE 4' 11 1/2" DATE: JOB #: REVISION: DATE: COMMENTS: 4.8.22 A100 0.0010 0.0010 SITE / EROSION PLAN PROPOSED ADDITION / ALTERATION FOR ROBERT W. LOVE 1082 LUNAANELA ST KAILUA, HI 96734 TMK: 42070: 016 N
BM BEAM BTM BOTTOM BSPL BACK SPLASH BTWN BETWEEN BUR BUILT UP ROOFING CAB CABINET CC CENTER TO CENTER CEM CEMENT CI CAST IRON CIP CAST IN PLACE CJ CONTROL JOINT CL CENTER LINE CLG CEILING CLR CLEAR CMU CONCRETE MASONRY UNIT CO CLEAN OUT COL COLUMN CONC CONCRETE CONN CONNECTION CONSTR CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR COORD COORDINATE CORR CORRIDOR CPT CARPET D DRAIN DEMO DEMOLITION DET DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DIST DISTANCE DL DEAD LOAD DN DOWN DR DOOR DS DOWN SPOUT DWG DRAWING E EXISTING EA EACH E/E EACH END EF EACH FACE EJ EXPANSION JOINT ELEV ELEVATION ELEC ELECTRICAL EQ EQUAL EQUIP EQUIPMENT EW EACH WAY EXP EXPOSED EXT EXTERIOR FF FINISH FLOOR FH FIRE HYDRANT FIN FINISH FLASH FLASHING FLR FLOOR FND FOUNDATION FO FACE OF FOC FACE OF CONCRETE FT FEET FTG FOOTING
W2 1 TYPE MARK STANDARD TAG:
AB ANCHOR BOLT ACC ACCESSIBLE AFF ABOVE FINISH FLOOR ALT ALTERNATE APPROX APPROXIMATE ASPH ASPHALT BATH BATHROOM BED BEDROOM BLDG BUILDING BLKG BLOCKING
SYMBOLS:
D.
-16
NAIL -8 D. NAILS
GB
GEN GENERAL GL GLASS GB GLUE-BEAM GR GRADE GYP GYPSUM BOARD HC HANDICAPPED HT HEIGHT HORIZ HORIZONTAL HTG HEATING HVAC HEATING/ VENTING / AC ID INSIDE DIMENSION IF INSIDE FACE INCL INCLUDE IN INCHES INSUL INSULATION INT INTERIOR JST JOIST JT JOIN LAM LAMINATED LAV LAVATORY LB LAG BOLT LL LIVE LOAD MAS MASONRY MAX MAXIUMUM MB MACHINE BOLT MET METAL MFR MANUFACTURER MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS MTD MOUNTED N NEW NO NUMBER NOM NOMINAL NTS NOT TO SCALE OA OVERALL OC ON CENTER(S) OD OUTSIDE DIAMETER OF OUTSIDE FACE OFF OFFICE OPNG OPENING OPP OPPOSITE OHD OVERHEAD PL PROPERTY LINE PLYWD PLYWOOD PNL PANEL RAD RADIUS RD ROOF DRAIN RM ROOM RO ROUGH OPENING RP RADIUS POINT SHT SHEET SHTG SHEATHING SIM SIMILAR SP SPACES SS STAINLESS STEEL ST STREET STD STANDARD SPEC SPECIFICATIONS STL STEEL SYS SYSTEM ABBREVIATIONS / STANDARDS: 3/32" = 1'-0" 1 SITE PLAN FSCP SITE PLAN TB TOWEL BAR T&B TOP AND BOTTOM TC TOP OF CURB THK THICKNESS TOW TOP OF WALL TOP TOP OF PARAPET TYP TYPICAL UT UTILITY VERT VERTICAL WC WATER CLOSET WD WOOD WHLCHR WHEEL CHAIR W/ WITH W.0 WITHOUT SCOPE:
GRAB BAR
MIYAMURA
TMK: 4-2-070: 016 LOT AREA: 12,637 SF PROJECT TIMELINE ACTION TIMELINE NOTIFY DEPT.
OF PROJECT START DATE 2 WEEKS BEFORE START OF WORK INSTALL PROTECTIVE ACTIONS 1 DAY CONSTRUCTION GROUND WORK4 WEEKS CONSTRUCTION ABOVE SLAB 12 WEEKS REMOVE PROTECTIVE ACTIONS 1 DAY CONSTRUCTION WORK AREA: 2,801.62 SF CONSTRUCTION ACCESS AREA: 400.00 SF MATERIAL STORE AREA: 400.00 SF TOTAL DISTURBED AREA: 3,601.62 SF CITY AND COUNTY OF HONOLULU SECTION 3-181-1 ICC 2015 HAWAII REVISED STATUE CHAPTER 107-25 SECTION 103.1 GENERAL TO
ENERGY CONSERVATION CODE FOR: BUILDING COMPONENT SYSTEMS ELECTRICAL COMPONENT SYSTEMS MECHANICAL COMPONENT SYSTEMS SIGNATURE: NAME: TITLE: LICENSE NO. DATE: 1 R1 10.13.22 8.1.22 Residential Review Revision Set
SO
OF PLANNING & PERMITTING
OR CAISSONS, WHERE THE STRUCTURAL DESIGN IS BASED ON AN F'C NO GREATER THAN 2,500 POUNDS PER SQUARE INCH (PSI) (17.2MPA). • NONSTRUCTURAL SLABS ON GRADE, INCLUDING PRESTRESSED SLABS ON GRADE WHEN EFFECTIVE PRETRESS IN CONCRETE IS LESS THAN 150 PSI (1.03 MPA). • SITE WORK CONCRETE FULLY SUPPORTED ON EARTH AND CONCRETE WHERE NO SPECIAL HAZARD EXISTS.
PRESTRESSED CONCRETE.
DURING PLACING OF REINFORCING STEEL
PRESTRESSING TENDONS
ALL CONCRETE REQUIRED TO HAVE SPECIAL INSPECTION BY ITEM 1. EXCEPTION THE SPECIAL INSPECTOR NEED NOT BE PRESENT CONTINUOUSLY DURING PLACING OF REINFORCING
SPECIAL
IN
4.2
AND
FOR
STEEL AND PRESTRESSING TENDONS, PROVIDED THE
INSPECTOR
INSPECTED
CONFORMANCE
PRIOR TO
PILES OR CASSIONS. SEE ITEMS 1 AND 4 FOR CONCRETE AND REINFORCING STEEL INSPECTION. 12. SHOTCRETE. DURING THE TAKING OF TEST SPECIMENS AND PLACING OF ALL SHOTCRETE AND AS REQUIRED BY SECTION 1922.10 AND 1922.11. EXCEPTION SHOTCRETE WORK FULLY SUPPORTED ON EARTH, MINOR REPAIRS AND WHEN, IN THE OPINION OF THE BUILDING OFFICIAL, NO SPECIAL HAZARD EXISTS. 13. SPECIAL GRADING EXCAVATION AND FILLING. DURING EARTH-WORK EXCAVATION, GRADING AND FILLING OPERATIONS INSPECTION TO SATISFY REQUIREMENTS OF CHAPTER 18 AND APPENDIX CHAPTER 33 OF THIS CODE. 14. FIRE-PROTECTION SYSTEM 14.1 SMOKE-CONTROL SYSTEM. 14.1.1 DURING ERECTION OF DUCTWORK AND PRIOR TO CONCEALMENT FOR THE PURPOSES OF LEAKAGE TESTING AND RECORDING DEVICE LOCATION. 14.1.2 PRIOR TO OCCUPANCY
SPECIAL INSPECTION SOME INSPECTIONS MAY BE MADE ON A PERIODIC BASIS AND SATISFY THE REQUIREMENTS OF CONTINUOUS INSPECTION, PROVIDED THIS PERIODIC SCHEDULED INSPECTION IS PERFORMED AS OUTLINED IN THE PROJECT PLANS AND SPECIFICATIONS AND APPROVED BY THE BUILDING OFFICIAL. - APPROVED FABRICATORS SPECIAL INSPECIONS REQUIRED BY THE BUILDING CODE SHALL NOT BE REQUIRED WHERE THE WORK IS DONE ON THE PREMISES OR A FABRICATOR APPROVED BY THE BUILDING OFFICIAL TO PERFORM SUCH W ORK WITHOUT SPECIAL INSPECTION. THE APPROVAL SHALL BE SUBJECT TO REVOCATION BY THE BUILDING OFFICIAL IF IT IS FOUND THAT ANY WORK DONE PURSUANT TO THE APPROVAL IS IN VIOLATION OF THIS CODE.
EXAMPLE
PROPERTY ANALYSIS:
TMK: 4-2-070: 016
1082 LUNAANELA ST. KAILUA, HI 96734
Area: 12,637 ft2 Existing House: 1,473 ft2
694 ft2 Proposed (Not Enclosed): 451 ft2
2,167 ft2
Flood Zones: D - UNDETERMINED
Height Limit: 25' UNLESS SLOPING
Lot Restrictions: NONE
Zoning: R-7.5 RESIDENTIAL
State Land Use: URBAN DISTRICT
Year Built: 1965
FOR REFERENCE ONLY.
N OT E All existing condition to be verified by contractor and discussed with client. Contractor is to report any discrepancies that they may find during initial inspection. If more information is needed, contractor to submit a RFI.
R-7.5 DEVELOPMENT STANDARD:
Minumum Lot Area:
- One Family 7,500 ft2
- Two Family, detached 14,000 ft2
- Duplex 7,000 ft2
Minumum Lot Width and Depth: - 35' per duplex unit, 65' for other uses.
Yards:
- Front 10' for dwelling, 35' for other uses
- Side/Rear 5' for dwelling, 15' for other uses
Maximum Building Area:
- 50% of the zoning lot.
Maximum Building Height:
- 25' - 30' - Height Setbacks per Sec. 21-3.70-1(c)
HAS(E)WINDOWPER CODEREQUIREMENTS.
*ALL DEMOLISHED WINDOWS, DOORS AND VARIOUS HARDWARE SHALL BE SALVAGED AND STORED PER CONTRACTORS DIRECTION, TYP. *
CARPORT - COMMENTS2 &3OFD.P.PS RESIDENTIALREVIEW COMMENTSHEETHAS BEENADDRESSED.
80"New Construction(E) M. BED
530" x 80"New ConstructionENTRANCE
630" x 80"New Construction(E) BED 3
730" x 80"New Construction
120 0 1210 1 2 1 0 1210 121 0 1210 1 1 2 2 3 3 4 4 A A B B D D C C 5 5 39' 0" 24' 0" 18' 0" 4' 0" 20' 0" 7' 10 5/16" 20'1 9/16" 85' 0" 396 SF CARPORT 12 83 SF BATHROOM 8 183 SF BEDROOM 7 348 SF LIVING ROOM 9 115 SF BEDROOM 4 122 SF BEDROOM 1 122 SF BEDROOM 2 148 SF KITCHEN 5 54 SF WASH 3 126 SF DEN 6 (E) CLOSET WITH SLIDING DOORS, TYP. (E) CLOSET WITH SLIDING DOORS, TYP. (E) CLOSET WITH SLIDING DOORS, TYP. (E) KITCHEN CABINETS, CONTRACTOR TO VERIFY LOCATION. ROOF EDGE OVERHEAD, TYP. (E) REG. STALL (E) REG. STALL D3 D3 D3 D3 D3 D3 (E) SLAB BELOW (E) DRIVEWAY 1 1 NOTE:SPACEISCONSIDEREDACARPORT - NOTAGARAGE. ANNOTATIONHASBEENCORRECTEDTOPROVIDE CLARIFICATION. NOTE:SINCE CLARIFICATIONHAS BEENPROVIDEDTHAT THESPACEISINDEEDA
NOTE:(E)BATHROOM
DATE: JOB #: REVISION: DATE: COMMENTS: 4.8.22 A101 0.0010 0.0010 LEVEL 1EXISTING PROPOSED ADDITION / ALTERATION FOR ROBERT W. LOVE 1082 LUNAANELA ST KAILUA, HI 96734 TMK: 42070: 016 3/16" = 1'-0" 1 EXISTING FLOOR PLAN N EXISTING Window Schedule MarkTypePhase DemolishedRoom 12W232" x 60"New Construction(E) FAMILY RM 13W160" x 38"New Construction(E) BED 3 EXISTING Window Schedule MarkTypePhase DemolishedRoom 1W160" x 38"None (E) BED 1 2W160" x 38"None (E) BED 1 3W160" x 38"None (E) BED 2 4W160" x 38"None (E) BED 2 5W330" x 38"New Construction(E) BATH 1 7W160" x 38"New Construction(E) LIVING RM 8W478" x 60"New Construction(E) FAMILY RM 9W160" x 38"None (E) M. BED 11W529" x 16"None (E) M. BATH EXISTING Door Schedule MarkTypePhase DemolishedComments 130" x 80"New Construction(E) BED 1 330" x 80"New Construction(E) BED 3 430" x
Room Schedule Name Area Number BEDROOM 122 SF 1 BEDROOM 122 SF 2 WASH 54 SF 3 BEDROOM 115 SF 4 KITCHEN 148 SF 5 DEN 126 SF 6 BEDROOM 183 SF 7 BATHROOM 83 SF 8 LIVING ROOM 348 SF 9 HALLWAY 45 SF 10 LANAI 278 SF 11 CARPORT 396 SF 12
EXISTING
Total:
Address:
Land
Proposed:
R1 10.13.22 8.1.22 Residential Review Revision Set EXAMPLE
120 0 1210 1 2 1 0 1210 121 0 1210 Oven A107 4 A107 A107 A107 3 1 2 1 1 2 2 3 3 4 4 A A B B D D C C 5 5 39' 0" 24' 0" 18' 0" 4' 0" 20'0" 7' 10 5/16" 20' 1 9/16" 85' 0" 264 SF KITCHEN 1 230 SF HALLWAY 2 97 SF CLOSET 3 170 SF BATHROOM 4 264 SF WORKROOM 8 396 SF CARPORT 11 230 SF BEDROOM 1 6 83 SF BATHROOM 7 267 SF BEDROOM 2 5 174 SF DEN 9 116 SF LANAI 10 7 SF CLOSET 14 2' 6" 10' 11 3/4" 1/4" 12' 11 7/8" 3'0 9/16" 3' 10 15/16" W1 W1 W1 W6 W6 W1 W8 17 W8 18 W1 A105 1 A105 3 A105 4 336 SF WORKSHOP 17 35 SF PANTRY 15 W/H 16 5' 11 1/2" 12' 6 1/2" 3' 8" 6' 9 1/2" 7' 1/2" 4' 0" 4' 0" 5' 1/4" 12' 3/4" W9 (N) ENTRY OVERHANG, W/ 6" COLUMNS ON (N) 1'x1' FOOTINGS AND SLAB, CONTRACTOR TO VERIFY, TYP. (N) 3.5' WIND SCREEN. WOOD FRAMING PER CONTRACTORS DIRECTION, TYP. FRAME (N) AND SEAL (E) OPENINGS WHERE APPLICABLE. CONTRACTOR TO VERIFY, TYP. FRAME (N) AND SEAL (E) WINDOW (N) WINDOWS DOORSCONTRACTOR TO FRAME AND WATERPROOF PER PRODUCT INSTALLATION INSTRUCTIONS. SEE WINDOW TYPES FOR MORE DETAILS, TYP. 7' 2 13/16" T1 T1 T1 T1 T2 T2 T2 T1 T2 T3 T2 4' 0" 12'8" 12' 3" 5" 17' 2" (N) CABINETRY AND APPLIANCES. CONTRACTOR TO VERIFY LOCATIONS WITH SUB CONTRACTORS, TYP. (N) PANTRY. CONTRACTOR TO VERIFY LOCATION. 12'0 3/16" PROTECT ALL (E) WINDOWS TO REMAIN DURING CONSTRUCTION PHASE, TYP. (N) 4.5" STUDIO PARTITIONING WALL WITH POCKETING DOORVERIFY LOCATIONS. D1 D3 D2 D2 D5 17 D3 D3 11" 14' 1" 1' 10" (N) COLUMN W/ FOOTING, TYP. 1' 6" 10' 1/2" 10' 1/2" 1' 6" 2' 6 1/2" 20' 11" 1' 6" 11'6" 27' 10 5/16" 2 4 3 9 10 12 11 10 12 11 8 7 6 8 13 14 16 15 A108 A108 A107 A108 A108 A107 (E) REG. STALL (E) REG. STALL 10' 0" (E) PERIMETER WALL, TYP. 1 1 1' 10 1/2" 0" 3' 2" 3' 10" W1 - 60" x 38" 7' 0" 3' 2" 3' 10" W6 - 36" 38" 3' 2" 3' 10" 1' 4" 5' 8" 2' 6" W8 - 36" 38" W9 - 36" 38" DATE: JOB #: REVISION: DATE: COMMENTS: 4.8.22 A102 0.0010 0.0010 LEVEL 1NEW PROPOSED ADDITION / ALTERATION FOR ROBERT W. LOVE 1082 LUNAANELA ST KAILUA, HI 96734 TMK: 42070: 016 3/16" = 1'-0" 1 FLOOR PLAN N NEW Door Schedule Mark Type Phase Created 8D448" x 80" CLOSET DOORSNew Construction 9D330" x 80" New Construction 10D136" x 84" New Construction 11D330" x 80" New Construction 12D330" x 80" New Construction 13D330" x 80" New Construction 14D236" x 84" New Construction 15D236" x 84" New Construction 16D330" x 80" New Construction 17D5CUSTOM BARN DOORNew Construction 18D236" x 84" New Construction NEW Window Schedule Mark Type Phase Created 14W160" x 38" New Construction 15W160" x 38" New Construction 16W160" x 38" New Construction 17W846" x 38" New Construction 18W846" x 38" New Construction 19W160" x 38" New Construction 20W636" x 38" New Construction 21W636" x 38" New Construction 22W160" x 38" New Construction 23W930" x 16" New Construction 24W930" x 16" New Construction 26W529" x 16" New Construction 27W529" x 16" New Construction NEW Room Schedule Name Area Number KITCHEN 264 SF 1 HALLWAY 230 SF 2 CLOSET 97 SF 3 BATHROOM 170 SF 4 BEDROOM 2 267 SF 5 BEDROOM 1 230 SF 6 BATHROOM 83 SF 7 WORKROOM 264 SF 8 DEN 174 SF 9 LANAI 116 SF 10 CARPORT 396 SF 11 CLOSET 7 SF 14 PANTRY 35 SF 15 W/H 8 SF 16 WORKSHOP 336 SF 17 R1 10.13.22 8.1.22 Residential Review Revision Set EXAMPLE
1 1 2 2 3 3 4 4 A A B B D D C C 5 5 39' 0" 24' 0" 18' 0" 4' 0" 20' 0" 7' 10 5/16" 20'1 9/16" 85' 0" DEMOLISH (E) PARTITIONING INTERIOR WALL. TREAT (E) WALL TO CEILING (E) TERMINATION FOR (N) WALL OR (N) CEILING. REMOVE AND REFURBISH (E) DOOR PANEL, FRAME, AND HARDWARE - TYP. PROTECT AND REFURBISH (E) OPENINGS TO STAY - TYP. (E) BED 1 (E) BATH 1 (E) KITCHEN (E) LIVING RM (E) FAMILY RM (E) BED 2 (E) BED 3 (E) M. BED (E) M. BATH (E) LANAI (E) CARPORT DEMOLISH (E) WALL AND FRAME FOR (N) POCKET DOOR, CONTRACTOR TO VERIFY, TYP. DEMOLISH (E) PARTITIONING WALL @ 4'- 0" FROM (E) OPENING. DEMOLISH (E) WALL AND FRAME FOR (N) ENTRY WINDOWS, PER CONTRACTORS DIRECTION. REMOVE (E) WINDOW, DEMOLISH (E) WALL WHERE NEEDED, AND FRAME FOR (N) ENTRY WINDOWS, PER CONTRACTORS DIRECTION. DEMOLISH (E) WALL, REMOVE (E) WINDOW AND FRAME FOR (N) ENTRY DOOR, PER CONTRACTORS DIRECTION. DEMOLISH (E) CONCRETE SLAB WHERE (N) PLANS DICTATE. LEAVE 3" OFFSET FOR LEFT FOOTING OF ROOF STRUCTURE, PER CONTRACTORS DIRECTION, TYP. DEMOLISH (E) ENTRY DOOR, FRAME (N) EXTERIOR WALL WHERE (E) OPENING OCCURRED. REMOVE AND STORE (E) KITCHEN CABINETS FOR FUTURE USE - TYP. REMOVE AND REFURBISH (E) DOOR PANEL, FRAME, AND HARDWARE - TYP. DEMOLISH (E) WALL AND FRAME FOR (N) EXTERIOR DOOR, PER CONTRACTORS DIRECTION. DEMOLISH (E) PARTITIONING WALL FOR RELOCATION. TREAT REMAINING (E) CEILING TO (E) WALL TERMINATION FINISH, PER CONTRACTORS DIRECTION. REMOVE (E) WINDOW, DEMOLISH (E) WALL WHERE NEEDED, AND FRAME FOR (N) KITCHEN WINDOWS, PER CONTRACTORS DIRECTION. DEMOLISH (E) EXTERIOR WALL. REINFORCE WHERE NEEDED, PER STRUCTURAL ENGINEER AND CONTRACTORS DIRECTION. DEMOLISH (E) OVERHEAD STRUCTURE. REINFORCE WHERE NEEDED, PER STRUCTURAL ENGINEER AND CONTRACTORS DIRECTION. DEMOLISH (E) CMU COLUMN PER STRUCTURAL ENGINEER AND CONTRACTORS DIRECTION, TYP. DEMOLISH (E) FENCE. CONTRACTOR TO VERIFY LOCATIONTYP. DEMOLISH (E) CONCRETE SLAB DEMOLISH (E) CONCRETE SLAB DEMOLISH (E) HALF WALL FOR (N) WORKSHOP OVERHANG, TYP. DATE: JOB #: REVISION: DATE: COMMENTS: 4.8.22 A103 0.0010 0.0010 DEMOLITION PLAN PROPOSED ADDITION / ALTERATION FOR ROBERT W. LOVE 1082 LUNAANELA ST KAILUA, HI 96734 TMK: 42070: 016 3/16" = 1'-0" 1 DEMOLITION PLAN EXISTING Window Schedule MarkTypePhase DemolishedRoom 12W232" x 60"New Construction(E) FAMILY RM 13W160" x 38"New Construction(E) BED 3 EXISTING Window Schedule MarkTypePhase DemolishedRoom 1W160" x 38"None (E) BED 1 2W160" x 38"None (E) BED 1 3W160" x 38"None (E) BED 2 4W160" x 38"None (E) BED 2 5W330" x 38"New Construction(E) BATH 1 7W160" x 38"New Construction(E) LIVING RM 8W478" x 60"New Construction(E) FAMILY RM 9W160" x 38"None (E) M. BED 11W529" x 16"None (E) M. BATH EXISTING Door Schedule MarkTypePhase DemolishedComments 130" x 80"New Construction(E) BED 1 330" x 80"New Construction(E) BED 3 430" x 80"New Construction(E) M. BED 530" x 80"New ConstructionENTRANCE 630" x 80"New Construction(E) BED 3 730" x 80"New Construction *ALL DEMOLISHED WINDOWS, DOORS AND VARIOUS HARDWARE SHALL BE SALVAGED AND STORED PER CONTRACTORS DIRECTION, TYP. * DEMOLISHED Wall Schedule MarkLengthType 25T19' - 6"Generic 3" 26T112' 0 1/4"Generic 3" 27T13' - 7 3/8"Generic 3" 29T216' 10 1/4"(N) EXTERIOR WALL 30T29' - 3 1/8"(N) EXTERIOR WALL 31T314' 4 3/8"Gate DEMOLISHED Wall Schedule MarkLengthType 17T10' - 9"Generic 3" 18T10' - 9"Generic 3" 19T10' - 9"Generic 3" 20T10' - 9"Generic 3" 21T10' - 9"Generic 3" 22T10' - 9"Generic 3" 23T10' - 9"Generic 3" 24T123' - 9 1/2"Generic 3" DEMOLISHED Wall Schedule MarkLengthType 9T115' - 10"Generic - 3" 10T13' - 0"Generic - 3" 11T13' - 0"Generic - 3" 12T17' - 6 1/8"Generic - 3" 13T13' - 1 5/8"Generic - 3" 14T19' - 7 7/8"Generic - 3" 15T113' - 8"Generic - 3" 16T10' - 9"Generic - 3" DEMOLISHED Wall Schedule MarkLengthType T19' 8 5/8"Generic - 3" 1T11' 0"Generic - 3" 3T11' 0"Generic - 3" 4T12' 11 7/8"Generic - 3" 5T12' 11 7/8"Generic - 3" 6T15' 4 3/8"Generic - 3" 7T110' - 10 1/2"Generic - 3" 8T19' 8 5/8"Generic - 3" N R1 10.13.22 8.1.22 Residential Review Revision Set EXAMPLE
120 0 A107 4 A107 A107 A107 3 1 2 1 1 2 2 3 3 4 4 A A B B D D C C 5 5 39' 0" 24' 0" 18' 0" 4' 0" 20' 0" 7' 10 5/16" 20' 1 9/16" 47'11 15/16" 85' 0" (E) 4" CONCRETE SLAB W/ 12" FTG.STILE, WOOD, CARPET FINISH (E) CONCRETE DRIVEWAY 1' 0" 17' 0" 3' 0" 1' 6" 11' 6" 2' 0" 11 1/2" 11 1/2" 2' 0" 23' 11" 13' 0" 1' 10 1/2" 3' 5/8" 3/8" 12' 11" (N) 4" CONCRETE SLAB W/ 12" FTG.S (N) 4" CONCRETE SLAB W/ 12" FTG.S (N) 4" CONCRETE SLAB W/ 8" THICK EDGE 12' 5" 12' 0" 4' 8" 4'8" 1' 6" C.J. C.J. 1' 6" 1' 6" 1' 6" 4x4 POST FOR BEAM ABOVE 2'x2'x12" FTG. (CUT EXISTING SLAB) 4x4 FOR BM. ABOVE 2'x2'x12" FTG. W/ (3) B.O.T E/A (CUT EXISTING SLAB) 1' 4" 1' 0" 12" CMU COLUMN, TYP. 1' - 6" SQ. FTG., TYP. 6x6 POST ON 8"X8" CONC. PIER, TYP. OF 3 4x4 POST FOR GLULAM BEAM ABOVE 2'x2'x12" FTG. (CUT EXISTING SLAB) 1' 0" 1' 0" 6x6 POST ON 12" SQ. FTG.S, TYP. OF 2'x2'x12" FTG. W/ (3) B.O.T E/A (CUT EXISTING SLAB) 4x4 POST FOR GLULAM BEAM ABOVE 12" SQ. CMU COLUMN, TYP. OF 3 1' - 6" SQ. FTG., TYP. OF 3 (N) 4" CONCRETE SLAB W/ 8" EDGE, CONCRETE FINISHER CONTRACTOR TO VERIFY DIMENSIONS. (N) 4" CONCRETE SLAB W/ 8" EDGE 8 A104 10 A104 3 A104 7 A104 4 A104 2 A104 3 A104 SIM. 5 A104 10 A104 9 A104 6 A104 2 A104 6 A104 3 A104 3/4" 0' 8" 19' 1/2" 0' 8" 1' 3/4" 1' 4" 1' 9" 0' 4" 0'4" 0'3" SIMPSON HOLDOWN HDU2 SDS2.5 @ CORNER & END WALL INSTALLATION W/ 1/2" ⌀ 10" THEN HD ANCHOR BOLT, TYP. 2X6 SILL PLATE ON STYROFOAM SEAL MOISTURE BARRIER, TYP. 4" SLAB ON GRADE W/ 6x6W2.9xW2.9WWR AT MIDDEPTH OVER MIL (MIN.) VAPOR BARRIER OVER 95% COMPACTED 4" BASE COURSE, TYP. - #4 CONT. BAR W/ #3 TRANS TIES @24" O.C. 95% COMPACTED 4" BASE COURSE 2x6 STUD WALL AT 16" ON CENTER WITH R- 13 INSULATION AS REQUIRED BY IECC 2006 CHAPTER 32, AS AMENDED EXTERIOR SIDING, SPI @ 32" O.C. CONT. METAL FLASHING 1/2" GYP BD. @ INTERIOR FINISH WALL, TYP. SIMPSON SPI @ 32" O.C. 0' 3" BOT. PLATE W/ 1/2" ⌀ 10" THEN HD ANCHORBOLT @ 48" O.C. 4" SLAB ON GRADE W/ 6x6W2.9 W2.9 WWR @ MIDDEPTH OVER MIL. (MIN) VAPOR BARRIER OVER 95" COMPACTED 4" BASE COURSE, TYP. 1/2" THICK INTERIOR GYP BD. WALL FINISH, TYP. 16"x16" DEEP CONTINUOUS FOOTING WITH - #5 CONT. AND #4 TRANS TIES @ 12" O.C. 0' 4" 0' 4" 0' 8" SIMPSON HOLDOWN HDU2 SDS2.5 @ CORNER & END WALL INSTALLATION W/ 1/2" ⌀ 10" THEN HD ANCHOR BOLT, TYP. 2X6 SILL PLATE ON STYROFOAM SEAL MOISTURE BARRIER, TYP. 4" SLAB ON GRADE W/ 6x6 - W2.9xW2.9WWR AT MID-DEPTH OVER 6 MIL (MIN.) VAPOR BARRIER OVER 95% COMPACTED 4" BASE COURSE, TYP. 3- #5 CONT. BAR W/ #3 TRANS TIES @12" O.C. 95% COMPACTED 4" BASE COURSE 2x6 STUD WALL AT 16" ON CENTER WITH R- 13 INSULATION AS REQUIRED BY IECC 2006 CHAPTER 32, AS AMENDED EXTERIOR SIDING, SPI @ 32" O.C. DROP @ SLAB 0' 4" 0' 3" 8" 1' 0" 6" MIN. 0' 4" 0' 4" 0' 8" 4" SLAB ON GRADE W/ 6x6 - W2.9xW2.9WWR AT MID-DEPTH OVER MIL (MIN.) VAPOR BARRIER OVER 95% COMPACTED 4" BASE COURSE, TYP. 3- #5 CONT. BAR W/ #3 TRANS TIES @12" O.C. 6x6 POST SIMPSON CB66 COLUMN BASE MIN. 1' 0" 0' 1/2" 8"x8" PIER BASE 2' - 6" 0' 1" PIER SLAB LAP 2'- 4" SQUARE 6" CMU 1' 0" MIN. MIN. 12" SQUARE CMU COLUMN W/ (2) #5 VERTICLES #3 TIES AT 8" O.C., TYP. EXISTING FINISHED GRADE, TYP. (N) 4" CONCRETE SLAB,ON- GRADE (3) #5 BOT. EW 1'9" 0' 4" 0' 4" 3 0' 1/2" 1' 0" 2x4 STUDS AT 16" O.C. 2x4 BOTTOM PLATE #4x18" DOWEL AT 24" O.C. 2' - 6" (3) #5 CONTINUOUS, TYP. (E) SLAB, TYP. 6x6 POST BEYOND 1' 0" MIN. 1' 9" 0' 5 1/2" 0' 1" PIER 0' 4" 0' 4" #4x18" DOWEL AT 24" EMBEDED MIN. 6" IN EPOXY FILLED HOLE SLOPE 1/4" FT SIMPSON CB66 COLUMN BASE ON 8"x8" PIER BASE BEYOND EXISTING SLAB (3) #5 CONT. W/ #3 2'-6" AT 12" 1 4x4 POST 2 3 0' 1/2" CB 44 COLUMN BASE, TYP. SAW CUT 0' 1/2" 1/2" SAW CUT (E) SLAB ALL AROUND (E) SLAB (2) #4x18" DOWEL E.S. EMBEDED MIN. 4" IN EPOXY FILLED HOLE (3) #5 BOTTOM EW (2) #5 CONTINUOUS 8" 4" SLAB 0' 4" DATE: JOB #: REVISION: DATE: COMMENTS: 4.8.22 A104 0.0010 0.0010 FOUNDATION PLAN PROPOSED ADDITION / ALTERATION FOR ROBERT W. LOVE 1082 LUNAANELA ST KAILUA, HI 96734 TMK: 42070: 016 3/16" = 1'-0" 1 FOUNDATION PLAN N 1" = 1'-0" 2 PERIMETER WALL FOOTING DETAIL 1" = 1'-0" 4 INTERIOR FOOTING DETAIL 1" = 1'-0" 3 POST & PIER FOOTING DETAIL 1" = 1'-0" 5 EXTERIOR POST FOOTING DETAIL 1" = 1'-0" 6 12" CMU COLUMN FTG DETAIL 1" = 1'-0" 7 FOOTING SECTION AT NEW ADDITION 1" = 1'-0" 8 FOUNDATION SECTION AT WORKSHOP 1" = 1'-0" 9 4"x4" POST FOOTING DETAIL 1" = 1'-0" 10 SIDEWALK EDGE DETAIL R1 10.13.22 8.1.22 Residential Review Revision Set EXAMPLE
Oven 3 B C A105 2 (E) WALL, FURRED TO FIT (N) POCKETING DOOR, CONTRACTOR TO VERIFY. (N) VANITY SINK (2), CONTRACTOR TO VERIFY LOCATIONS WITH PLUMBER, TYP. (N) TOILET, CONTRACTOR TO VERIFY LOCATION WITH PLUMBER, TYP. 170 SF BATHROOM 4 97 SF CLOSET 3 7 SF CLOSET 14 CONTRACTOR TO FRAME AND ENCLOSE (E) DOOR OPENING. FUR WALL WHERE NEEDED, TYP. CONTRACTOR TO FRAME AND ENCLOSE (E) DOOR OPENING. FUR WALL WHERE NEEDED, TYP. (N) 4.5" INTERIOR WALLS, TYP. (N) WALK IN SHOWER, CONTRACTOR TO COORDINATE AND VERIFY WITH PLUMBER PRIOR TO (N) SLAB, TYP. (N) POCKETING DOOR, CONTRACTOR TO VERIFY POCKET SIZING WHEN FRAMING, TYP. (N) 4.5" HALFWALL WITH WATERPROOFING, TYP. EQ EQ 3' 7 1/2" 6' 1 1/8" 5' 5 3/8" 2' 6" 2' 6 7/8" (N) 30"x16" AWNING WINDOW. SILL LOCATED @ 5' 8 1/2" TO MATCH ALL OPENING HEAD HEIGHTS, TYP. T1 T1 SIM. NOTE: CONTRACTOR TO WATERPROOF ROOM PRE SHOWER INSTALLATION AND FINISHES, TYP. T2 T2 7' 10 5/16" 8' 1 7/16" A108 6 5 8 7 W5 (N) 29"x16" AWNING WINDOW. SILL LOCATED @ 5' 8 1/2" TO MATCH ALL OPENING HEAD HEIGHTS, TYP. W5 (N) 29"x16" AWNING WINDOW. SILL LOCATED @ 5' 8 1/2" TO MATCH ALL OPENING HEAD HEIGHTS, TYP. 3 A 15' 9/16" 2' 8 3/4" 12' 6 13/16" 6' 4 3/8" 2' 1" 3' 1/4" 5' 6" 1' 11" 1' 7" 0' 2" (N) 30" STOVE TOP W/ OVERHEAD HOOD IN ACCORDANCE TO M1505.1 OF THE 2012 IRC. CONTRACTOR TO VERIFY LOCATION AND 24" MIN. CLEARANCE - SEE ELEC. PLAN, TYP. (N) CABINETRY AND COUNTERTOPS. CONTRACTOR TO MODIFY EXISTING UNITS FOR (N) INSTALLATION TYP. (N) STANDALONE OVEN. CONTRACTOR TO VERIFY LOCATION. SEE ELEC. PLAN, TYP. 3 1/4" MOVE (E) FRIDGE. SEE ELEC. PLAN FOR MORE INFORMATION, TYP. (N) 22"X30" KITCHEN SINK. CONTRACTOR TO VERIFY LOCATION WITH PLUMBER, TYP. (N) 22"X12" BAR SINK. CONTRACTOR TO VERIFY LOCATION WITH PLUMBER, TYP. (N) DISHWASHER BELOW. (N) 2" BACKSPLASH, TYP. 264 SF KITCHEN 1 CL A107 6 5 8 7 (N) BAR TOP, TYP. 7' 2 1/2" 2 B 230 SF BEDROOM 1 6 83 SF BATHROOM 7 3' 15/16" 3 3/16" 11 9/16" 3' 1/4" 1' 9" 3'8 3/4" 1' 9" FRAME, SEAL AND MATCH EXISTING FINISH @ (E) ENTRY DOOR. CONTRACTOR TO VERIFY LOCATION, TYP. (N) 4.5" PARTITIONING WALL, TYP. T1 T2 CL CL (E) TOILET. CONTRACTOR TO REMOVE AND STORE DURING DEMOLITION, TYP. (N) SHOWER STALL, CONTRACTOR TO VERIFY FINISH AND WATERPROOF WHERE APPLICABLE, TYP. 7'7 1/2" 1' 9" CL 2' 5 1/4" (N) WALK IN CLOSET (N) DOUBLE SINK AND VANITY. CONTRACTOR TO VERIFY LOCATION WITH PLUMBER, TYP. PROTECT (E) WINDOWS TO BE KEPT COVERED DURING DEMOLITION AND CONSTRUCTION PHASES, TYP. 9 3 B C SLOPE FOR DRAINAGE REQUIREMENTS. CONTRACTOR TO VERIFY, TYP. 7' 10 5/16" T2 T1 5' 0" 1/2" 2' 9 1/8" 2' 8 1/4" 1' 7 1/4" 1' 3" 2' 6" 1' 3" EQ EQ 6' 5 1/2" 2x6 PRE- ENGINEERED DOUBLE TRUSSES TYP. METAL GUSSET PLATE CONNECTOR H16 SIMPSON STRONG TIE CONNECTOR, TYP. @ END OF DOUBLE TRUSSES 2x4 DOUBLE TOP PLATE 2X4 PRE- ENGINEERED CEILING JOIST (BOTTOM CHORD) TRUSS ROOF TRUSS AT 24" O.C. 0' 3 1/2" CMU COLUMN 1' 0" 03 1/2 00 5/8 4x10 CCL/CC46 COLUMN TIE, TYP. 12" SQUARE CMU COLUMN, TYP. 2x6 FASCIA 5/8" SHEATHING & ROOF FINISH, TYP. H2- 5A TIE 5/8" THICK PLYWOOD SHEATHING, TYP. 2x6 FASCIA 6x6 POST 4x8 ECCL/ CC46 COLUMN CAP 2x4 RAFTERS AT 24" O.C. H2-5A TIE AT EACH RAFTER, TYP. EXISTING STRUCTURE, TYP. LUS 24 JOIST HANGER 2x6 NAILER 2x4 BLOCKING 0'3 1/2" 0'5 1/2" 0' 0 5/8" 0' 1/2" 1/B 2x10 FASCIA 12" SQUARE CMU COLUMN 4x10 ECCL/ CC46 COLUMN CAP 2x8 RAFTERS AT 24" O.C. H2-5A TIE AT EACH RAFTER EXISTING STRUCTURE, TYP. 0' 7 1/2" 0'9 1/2" 0' 0 5/8" A 2x8 BLOCKING H2-5A TIE AT EACH RAFTER 31/8"X12" GLB ECCL/ CC46 COLUMN CAP 6x6 POST SLOPE 1/4" FT 2x8 CONTINUOUS LUS 28 DATE: JOB #: REVISION: DATE: COMMENTS: 4.8.22 A105 0.0010 0.0010 ENLARGED PLANS, TYPICAL DETAILS PROPOSED ADDITION / ALTERATION FOR ROBERT W. LOVE 1082 LUNAANELA ST KAILUA, HI 96734 TMK: 42070: 016 3/8" = 1'-0" 1 (N) MASTER BATH FLOOR PLAN 3/8" = 1'-0" 3 (N) KITCHEN FLOOR PLAN 3/8" = 1'-0" 4 (N) BATHROOM FLOOR PLAN 1/2" = 1'-0" 2 (N) MASTER SHOWER FLOOR PLAN 1 1/2" = 1'-0" 5 DBL. TRUSS DETAIL 1" = 1'-0" 8 EXT. ROOF TRUSS SUPPORT DETAIL 1" = 1'-0" 6 ENTRY OVERHEAD ROOF DETAIL 1" = 1'-0" 7 WORKSHOP ROOF FRAMING DETAIL R1 10.13.22 8.1.22 Residential Review Revision Set EXAMPLE
EXISTING ROOF TRUSS 3 BUILT- UP FRAMING ROOF TRUSS AT 24" O.C. GLULAM 31/8 12" BEAM CC 31/4 COLUMN CAP TEMPORARY SHORE 4x4 POST AT EACH END H2-5 A TIE AT EACH TRUSS 5/8" THICK PLYWOOD SHEATHING 2 EXISTING ROOF TRUSS TEMPORARY SHORING AS REQUIRED 4x4 POST 4x12 CC 44 COLUMN POST H2- 5A TIE AT EACH TRUSS - 19 BATT INSULATION BETWEEN TRUSSES 1/2" THICK GYPSUM BOARD INTERIOR WALL AND CEILING FINISH HEADER BEAM PER SCHEDULE (SEE STRUCTURAL DWGS.) WITH IX BLOCKING, TYP. WINDOW AS SCHEDULED, PROVIDE CAULKING AROUND WINDOW FRAME @ INTERIOR/ EXTERIOR, TYP. 2x6 SILL PLATE ON STYROFOAM SEAL MOISTURE BARRIER W/ 1/2"⌀ 10" THEN HD A.B. @ 48" O.C. 4" SLAB ON GRADE WITH 6x6W2.9 W2.9 WWR AT MID DEPTH OVER MIL. (MIN) COMPACTED 4" BASE COURSE, TYP. 2x6 STUD WALL AT 16" O.C. WITH -13 INSULATION AS REQUIRED BY IECC 2006 CHAPTER 32, AS AMENDED. EXTERIOR SIDING SIMPSON SPI @ 32" O.C. W/ 10- 8dXl- 1/2" NAILS CONT. METAL FLASHING 1x4 FRIEZE BOARD 2x6 FASCIA BOARD OVERHANG 2' 6" ASPHALT SHINGLE W/ SELF -SEALANT ADHESIVE ROOFING COMPOUND ON 2-15 FELT- UNDERLAYMENT OVER 5/8" THK TECHSHIELD RADIANT BARRIER SHEATHING. INSTALL WITH FOIL FACING ATTIC SPACE WITH 8d NAILS. 6" O.C. AT EDGES AND 12" O.C. AT FIELD OVER PREENGINEERED TRUSS @ 24" O.C. 2x BLOCKING WITH 3-2"⌀ SCREEN VENT BETWEEN TRUSSES, TYP. H10 SIMPSON HURRICANE TIE @ EACH END OF TRUSS, TYP. 1' 4" 0' 4" 0' 4" 0' 4" MIN. 1' 0" 0' 9" 3- #4 CONT. BAR W/ #3 TRANS TIES @24" O.C. 95% COMPACTED 4" BASE COURSE MATCH EXISTING CEILING HEIGHT 8'0" DATE: JOB #: REVISION: DATE: COMMENTS: 4.8.22 A106 0.0010 0.0010 TYPICAL DETAILS CONTINUED PROPOSED ADDITION / ALTERATION FOR ROBERT W. LOVE 1082 LUNAANELA ST KAILUA, HI 96734 TMK: 42070: 016 1" = 1'-0" 2 (E) & (N) ROOF SUPPORT SECTION 1" = 1'-0" 3 (E) ROOF TRUSS SUPPORT DETAIL 1" = 1'-0" 1 TYPICAL EXTERIOR WALL DETAIL R1 10.13.22 8.1.22 Residential Review Revision Set EXAMPLE
A B D C W1 W8 D1 W8 T2 MAX BUILDING HEIGHT = 25'0" MIN. 5' SIDE YARD PROPERTY LINE MIN. SIDE YARD 24 /12SLOPE E I T IN G HOU E H E I HT 5 - 2 BUILDING ENVELOPE 1 2 3 4 5 W1 W1 W1 D3 T2 MIN. 10'' FRONT YARD E N V E L O P E S E T B A C K S T A R T S 1M A X B U L D N G H E G H T 2 50 PROPERTY LINE ST N G H S H IG H24"/ 12 SLOPE BUILDING ENVELOPE 1 2 3 4 5 W1 W9 W1 W1 T2 W9 PROPERTY LINE MIN. 10' FRONT YARD M A X B U L D N G H E G H T 2 50 C SSLOPE : 24" /12" E T I G HO S H G HT - 2 BUILDING ENVELOPE A B D C W6 D3 W6 W1 W1 W1 T2 MIN. 5' SIDE YARD PROPERTY LINE MIN. 5' SIDE YARDM A X B U L D N G H E G H T 2 50 SLOPE: E I T IN G HO U E H E HT - 2 BUILDING ENVELOPE 24 /12 PROPERTY LINE Level 1 0' - 0" Level 2 8' - 0" 3 6' 6" 7' 7" 1' 1/4" 2' 3/4" 2' 7/8" 2' 6 1/2" 2' 6" 2' 6" 2' 1/2" CL CL (N) DEN - SEE A102 FOR MORE INFORMATION, TYP. MOVE (E) FRIDGE. SEE ELEC. PLAN FOR MORE INFORMATION, TYP. (N) 22"X30" KITCHEN SINK. CONTRACTOR TO VERIFY LOCATION WITH PLUMBER, TYP. (N) 22"X12" BAR SINK. CONTRACTOR TO VERIFY LOCATION WITH PLUMBER, TYP. (N) 2" TALL BACKSPLASH, TYP. (N) DISHWASHER BELOW REPURPOSED CABINETRY, TYP. 13' 7" Level 1 0' - 0" Level 2 8' - 0" 2' 1" 6' 3" 2" 2' 1" 30 Level 1 0' - 0" Level 2 8' - 0" 3 20 3' 0" MIN. CLEARANCE (N) STANDALONE OVEN. CONTRACTOR TO VERIFY LOCATION. SEE ELEC. PLAN, TYP. MIN. WIDTH BROILER WIDTH (N) STOVE TOP W/ OVERHEAD HOOD IN ACCORDANCE TO M1505.1 OF THE 2012 IRC. CONTRACTOR TO VERIFY LOCATION AND 24" MIN. CLEARANCE - SEE ELEC. PLAN, TYP. (N) DEN - SEE A102 FOR MORE INFORMATION, TYP. 2' 6 1/8" 8' 10 1/8" 2' 1" 1' 5" Level 1 0' - 0" Level 2 8' - 0" 1" 1/2" 3' 1/2" 7' 1/2" 2' 6" 20 MIN. CLEARANCE 3' 0"30 Level 1 0' - 0" Level 2 8' - 0" 2 17' 5 1/2" (E) BATHROOM BEYONDNO CHANGES, TYP. Level 1 0' - 0" Level 2 8' - 0" 11' 3/4" Level 1 0' - 0" Level 2 8' - 0" 2 17' 1/2" 15' 7" 1' 10 1/2" (N) DOOR TO EXTERIORSEE DOOR SCHEDULE FOR MORE INFORMATION. CONTRACTOR TO VERIFY ALL OPENINGS IN FIELD, TYP. Level 1 0' - 0" Level 2 8' - 0" 11' 6 3/4" Level 1 0' - 0" Level 2 8' - 0" 20' 0" Level 1 0' - 0" Level 2 8' - 0" A B 20' 0" Level 1 0' - 0" Level 2 8' - 0" 20' 0" 8' 3 1/2" 3' 5" 8' 1/2" 39 5 8 Level 1 0' - 0" Level 2 8' - 0" A B 20' 0" DATE: JOB #: REVISION: DATE: COMMENTS: 4.8.22 A107 0.0010 0.0010 ELEVATIONS PROPOSED ADDITION / ALTERATION FOR ROBERT W. LOVE 1082 LUNAANELA ST KAILUA, HI 96734 TMK: 42070: 016 1/8" = 1'-0" 1 FRONT 1/8" = 1'-0" 2 RIGHT 1/8" = 1'-0" 3 LEFT 1/8" = 1'-0" 4 REAR 1/4" = 1'-0" 5 KITCHEN A 1/4" = 1'-0" 6 KITCHEN B 1/4" = 1'-0" 7 KITCHEN C 1/4" = 1'-0" 8 KITCHEN D 1/4" = 1'-0" 14 BEDROOM 1 A 1/4" = 1'-0" 15 BEDROOM 1 B 1/4" = 1'-0" 16 BEDROOM 1 C 1/4" = 1'-0" 17 BEDROOM 1 D 1/4" = 1'-0" 10 GARAGE A 1/4" = 1'-0" 11 GARAGE B 1/4" = 1'-0" 12 GARAGE C 1/4" = 1'-0" 13 GARAGE D 1 R1 10.13.22 8.1.22 Residential Review Revision Set EXAMPLE
Level 1 0' - 0" Level 2 8' - 0" 3 4 Level 1 0' - 0" Level 2 8' - 0" B Level 1 0' - 0" Level 2 8' - 0" 3 4 Level 1 0' - 0" Level 2 8' - 0" B Level 1 0' - 0" Level 2 8' - 0" Level 1 0' - 0" Level 2 8' - 0" C Level 1 0' - 0" Level 2 8' - 0" Level 1 0' - 0" Level 2 8' - 0" C Level 1 0' - 0" Level 2 8' - 0" Level 1 0' - 0" Level 2 8' - 0" Level 1 0' - 0" Level 2 8' - 0" Level 1 0' - 0" Level 2 8' - 0" DATE: JOB #: REVISION: DATE: COMMENTS: 4.8.22 A108 0.0010 0.0010 ELEVATIONS CONTINUED, MATERIALS PROPOSED ADDITION / ALTERATION FOR ROBERT W. LOVE 1082 LUNAANELA ST KAILUA, HI 96734 TMK: 42070: 016 13 FRONT 14 REAR (N) SIDING TO MATCH (E) WHEN APPLICABLE. CONTRACTOR TO VERIFY, TYP. (N) ENTRY OVERHANG TO MATCH (E) ROOF. PARAPET WALL TO MATCH (E) SIDING. CONTRACTOR TO VERIFY, TYP. (N) ENTRY DOOR TO BE PAINTED TO MATCH ALL (E) FENESTRATION SYSTEMS. CONTRACTOR TO COORDINATE WITH CLIENT. (N) CMU COLUMN TO BE SANDED AND PAINTED. CONTRACTOR TO COORDINATE EXACT FINISH, TYP. (N) WORKSHOP OVERHANG TO MATCH (E) ROOF. CEILINGPAINTED TO MATCH (E). CONTRACTOR TO VERIFY AND COORDINATE, TYP. (N) CMU COLUMN TO BE SANDED AND PAINTED. CONTRACTOR TO COORDINATE EXACT FINISH, TYP. (N) ROOF AND EAVE TO MATCH (E) ROOFS AND EAVES. CONTRACTOR TO VERIFY AND COORDINATE, TYP. 1/4" = 1'-0" 1 BEDROOM 2 A 1/4" = 1'-0" 2 BEDROOM 2 B 1/4" = 1'-0" 3 BEDROOM 2 C 1/4" = 1'-0" 4 BEDROOM 2 D 1/4" = 1'-0" 5 MASTER BATH A 1/4" = 1'-0" 6 MASTER BATH B 1/4" = 1'-0" 7 MASTER BATH C 1/4" = 1'-0" 8 MASTER BATH D 1/4" = 1'-0" 12 WORKROOM A 1/4" = 1'-0" 9 WORKROOM B 1/4" = 1'-0" 10 WORKROOM C 1/4" = 1'-0" 11 WORKROOM D R1 10.13.22 8.1.22 Residential Review Revision Set 1 EXAMPLE
Oven 1 1 2 2 3 3 4 4 A A B B D D C C 5 5 F L L L L L L L L L L L L L L L LL S S HR 3S S S S L GFI DRYER 3S S 4'W 4'W L 4'W L 4'W 3S L S 3S 3S S S S S 3S 3S 3S S S 3S WL S S S 3S 3S S S DW ELECTRICAL LOADING CENTER 1" TEL/CABLE NEW UG 3" SCH 80 PVC KWH NEW KWH METER MAIN LOCATION. TO BE UTILITY CONFIRMED. EXISTING KWH METER/MAIN IPH 3W 120/240V 100A 2" UG DIRECT BURIAL. GFIC/ WP GFIC/ WP GFIC (AT ALL WET AREAS) S S S SD SA HR SDSA SA HR HR SA HR SDSD-4 SDCIRCUIT SWITCH HR 3S LIGHT FIXTURE FAN THREE WAY SWITCH DUPLEX RECEPTACLE 240V RECEPTACLE GFI DUPLEX RECEPTACLE MULTIPLE WIRE CIRCUIT HOME RUN TO PANEL 4'W GARAGE LIGHT, TYP.0 KEY: SA SMOKE ALARM DATE: JOB #: REVISION: DATE: COMMENTS: 4.8.22 E100 0.0010 0.0010 ELECTRICAL PLAN PROPOSED ADDITION / ALTERATION FOR ROBERT W. LOVE 1082 LUNAANELA ST KAILUA, HI 96734 TMK: 42070: 016 3/16" = 1'-0" 1 ELECTRICAL PLAN N R1 10.13.22 8.1.22 Residential Review Revision Set 1 EXAMPLE
120 0 Oven 1 1 2 2 3 3 4 4 A A B B D D C C 5 5 39' 0" 24' 0" 18' 0" 4' 0"-4 71 1 1 5 1 6 85' 0" 4x10 DOUBLE ROOF TRUSS 4x6 4x6 HIPTRUSS HIPTRUSS 4x8 4x6 4x10 ROOF TRUSSES @ 24" O.C. GLULAM 3 1/8"x 12" 4x8 SADDLE TRUSSES OVER EXISTING ROOF 4x4 POST BELOW 4x4 POST BELOW 4x4 POST BELOW 4x12 4x4 POST BELOW 4x8 4x8 2x4 @24" O.C. REMOVE EXISTING OVERHANG 1/4" /FT SLOPE 1/4"/FT SLOPE 4x10 4x10 2x8 RAFTERS @ 24" O.C. REMOVE EXISTING OVERHANG 6x6 POST(S) BELOW /FT SLOPE 31/8x12 GLB 5/8" THICK PLYWOOD SHEATHING 5/8" THICK PLYWOOD SHEATHING EXISTING ROOF TO REMAIN, TYP. 8 A105 6 A105 7 A105 3 A106 2 A106 (C0VER 20' SPAN) 12" CMU COLUMN, TYP. OF 3 DATE: JOB #: REVISION: DATE: COMMENTS: 4.8.22 S100 0.0010 0.0010 STRUCTURAL PLAN PROPOSED ADDITION / ALTERATION FOR ROBERT W. LOVE 1082 LUNAANELA ST KAILUA, HI 96734 TMK: 42070: 016 3/16" = 1'-0" 1 STRUCTURAL PLAN R1 10.13.22 8.1.22 Residential Review Revision Set EXAMPLE