Gamby Residence Construction Docs

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by permit.pln

Friday, September 25, 2009

GAMBY RES

IDEN

CE

KAHUNA ROAD

KAPA

A HI 967

46TM

K 4-4-6-04:LO

T 30

UNIT 1

T1

DRAWING INDEXIDT1T2A1A2A3A4A5A6A7A8A9A10A11S1S2S3E1

SHEET NAMETITLE SHEETDOOR & WINDOW SCHEDULESITE PLANFLOOR PLANLOFT/LOWER ROOF PLANROOF PLAN UPPERELEVATIONSELEVATIONSSECTIONSSECTIONSSECTION 1 DETAILSSECTION 2 DETAILSSECTION 4 DETAILSFOUNDATION PLANFLOOR/ROOF FRAMINGROOF FRAMINGELECTRICAL PLANS

PROJECT INFORMATION

OWNER CHRIS AND TANYA GAMBYADDRESS KAHUNA ROAD KAPAA, HI 96746PHONE (808) 346-1939E-MAIL [email protected]

DESIGNER MOBIUS DESIGNWORKSADDRESS 4896 Z KUA ROAD KALAHEO, HI 96741PHONE (808) 332.0385E-MAIL [email protected]

CONTRACTOR ADDRESS PHONE E-MAIL LIC#

ZONING: AGRICULTURALCONSTRUCTION TYPE: TYPE V NRUSE RESIDENTIALLAND AREA 2.90 ACRES

GAMBY RESIDENCEKAHUNA ROADTMK 4-4-6-04 LOT 30 UNIT 1

1ST FLOOR INTERIOR: 2143 SQ. FT.2ND FLOOR INTERIOR: 120 SQ. FT.1ST FLOOR COVERED LANAI: 589 SQ. FT.2ND FLOOR LANAI: 102 SQ. FT.CARPORT: 561 SQ. FT.

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by permit.pln


GAMBY RES

IDEN

CE

KAHUNA ROAD

KAPA

A HI 967

46TM

K 4-4-6-04:LO

T 30

UNIT 1

T2

ID 01 02 03 04 05 06 07 08 09 10 11

ELEV.

W x H 4'-4"x8' 10'-7"x9'-8 3/4" 3'-8 1/2"x7' 14'-4"x7' 12'x7' 12'x7' 6'x7' 6'x7' 6'x7' 6'x7' 3'x7'Type (1) PANEL SURFACE SLIDING 4 PANEL FOLDING (1) PANEL FRENCH DOOR (2) PANEL SURFACE SLIDING (2) PANEL SURFACE SLIDING 2 panel surface sliding (1) PANEL SURFACE SLIDING (1) PANEL SURFACE SLIDING (1) PANEL SURFACE SLIDING (1) PANEL SURFACE SLIDING INT. POCKETINGMFR TBD NANAWALL TBD TBD TBD tbd TBD TBD TBD TBD TBDNotes W/ SCREEN PANEL W/ SCREEN W/ SCREEN SCREEN DOORS ONLY W/ SCREENS screens only W/ SCREENS W/ SCREENS W/ SCREENS W/ SCREENS

Location KITCHEN KITCHEN ENTRY ENTRY TO BEDROOM WING FAMILY LOUNGE MASTER BEDROOM master bath BEDROOM BEDROOM BEDROOM BEDROOM LAUNDRY-STORAGE

GAMBY RESIDENCE DOOR SCHEDULE

ID 12 13 14 15 16 17 18 19 20 21 22

ELEV.

W x H 10'-7"x7'-8 3/4" 2'-10"x7' 3'x7' 3'x7' 2'-10"x7' 4'-6"x6'-8" 6'x7' 6'x7' 4'x7' 4'x7' 4'x7'Type 4 PANEL FOLDING INT. POCKETING EXT. POCKETING INT. POCKETING INT. POCKETING SURFACE SLIDER (1) PANEL SURFACE SLIDING INT. SURFACE SLIDING CORNER INT. SURFACE SLIDING CORNER INT. SURFACE SLIDING CORNER INT. SURFACE SLIDING CORNERMFR NANAWALL TBD TBD TBD TBD TBD TBD TBD TBD TBDNotes W/ SCREEN SAME AS DOOR 16 W/ SCREEN SAME AS DOOR 13 +SCREEN PANEL W/ SCREENS CORNER DOOR W/ 20 & 21 CORNER DOOR W/ 19 & 21 CORNER DOOR W/ 19 & 20 CORNER DOOR W/ 23 & 24

Location KITCHEN ENTRY 1/2 BATH MUDRROM/LAUNDRY ENTRY HALLWAY/STORAGE 1/2 BATH/IOFFICE LOFT BEDROOM BEDROOM BEDROOM 1/LOUNGE BEDROOM 1/LOUNGE BEDROOM 1/LOUNGE


ID 23 24 25 26 27 28 29 30 31 31 33

ELEV.

W x H 4'x7' 6'x7' 4'x7' 4'-6"x6'-8" 2'-8"x7' 2'-6"x7' 2'-6"x7' 3'x7' 2'-6"x7' 4'-3"x7' 3'x7'Type INT. SURFACE SLIDING CORNER INT. SURFACE SLIDING CORNER INT, POCKET DOOR SURFACE SLIDER STANDARD SWING DOOR INT. POCKET DOOR INT. POCKET DOOR INT. POCKET DOOR STANDARD SWING DOOR INT. SURFACE SLIDING INTERIOR POCKET DOORMFR TBD TBD TBD TBD TBD TBD TBD TBD TBD TBDNotes CORNER DOOR W/ 22 & 24 CORNER DOOR W/ 22 & 23 +SCREEN PANEL

Location BEDROOM 1/LOUNGE BEDROOM MASTER BEDROOM ENTRY LOFT (2 UNITS) MASTER BATH - WC MASTER BEDROOM-BATH BATH FOR BEDROOMS 1&2 BATH FOR BEDROOMS 1&2 WH CLOSET@ SPIRAL MASTER BEDROOM CLOSET MASTER BATHROOM


ID W01 W02 W03 W04 W05 W06 W07 W08 W09 W10 W11

elevation

unit height 6'-5 1/2" 6'-5 1/2" 7'-1 1/2" 4'-0" 3'-10" 7'-2" 3'-10" 1'-4" 2'-1" 5'-0" 1'-4"unit width 5'-0" 13'-4" 13'-4" 2'-8" 13'-4" 5'-8" 2'-6" 2'-6" 3'-2 1/2" 3'-0" 4'-4"Quantity 1 1 2 9 2 1 2 1 4 2 2location kitchen kitchen living area living area living/kitchen upper level kitchen/loft kitchen master bedroom family lounge kid's bath master bedroomnotes w/ screens w/ screens w/ screens w/ screen split & butt glaze at center w/ screen interior louver w/ screen w/ screen

unit type 2 panel folding 5 panel folding 5 panel folding louver fixed glass fixed louver louver removeable sceen double hung louverGlazing 1/4" temp 1/4" temp n/a 1/4" temp

GAMBY RESIDENCE WINDOW SCHEDULE

ID W12 W13 W14 W15 W16 W17 W18 W19 W20

elevation

unit height 5'-6" 2'-1" 1'-4" 1'-4" 7'-0" 1'-4" 1'-4" 1'-4" 1'-4"unit width 4'-4" 3'-8 1/2" 4'-0" 4'-0" 3'-8 1/2" 3'-0" 3'-0" 3'-0" 4'-0"Quantity 2 14 3 3 13 5 8 8 1location master bedroom gl 'C' master bedroom master bath north wall varies varies varies master bedroomnotes no center mull w/ screens screen panel w/ screens w/ screens

unit type french casement removeable screen louver removeable screen fixed screen removeable screen louver interior louver louverGlazing n/a n/a n/a n/a

GAMBY RESIDENCE WINDOW SCHEDULE

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by permit.pln


GAMBY RES

IDEN

CE

KAHUNA ROAD

KAPA

A HI 967

46TM

K 4-4-6-04:LO

T 30

UNIT 1

A1

32'-2"

DRAINAGE SWALE -ROUTE TO

PERIMETER

560

600

598

596

594

592

590

602

604

606608

610

612614

616

600

598

596

594

592

590

602

604

606

608

610

612 614616

586

584

582

580

578

576

588

586

584

582

580

578

576

574

572

570

568

566

564562

588

LIMITED COMMONELEMENT FOR UNIT 1

(3.031 ACRES)

GRADING VOLUMECALCULATIONSNOTE: GRADING VOLUMES FOR PROPOSEDPROJECT ARE MINIMIZED BY EFFORTS TOINTEGRATE HOME INTO LANDSCAPE & MINIMIZEDISTURBANCE OF SITE (SEE SECTIONS)

CALCULATIONS ARE CONSERVATIVELY MADEUSING APPROXIMATE TRIANGULAR SECTIONALAREAS X APPROXIMATE LENGTHS OF SECTIONS(EACH AREA OF CUT/FILL SHOWN ABOVE AND INBUILDING SECTIONS THAT FOLLOW)

GRADING AREA 1 :AREA FILL =25 SFAPPROX. LENGTH = 80'FILL VOLUME = 74 CU YDS

GRADING AREA 2 :AREA CUT =40 SFAREA FILL = 56 SFAPPROX. LENGTH =45'CUT VOLUME = 67 CU YDSFILL VOLUME = 93 CU YDS

GRADING AREA 3 :AREA FILL = 33 SFAPPROX. LENGTH =40'FILL VOLUME = 49 CU YDS

GRADING AREA 4 :AREA CUT = 10.5 SFAPPROX. LENGTH =42'CUT VOLUME = 16 CU YDS

GRADING AREA 5 :DRIVEWAY - 4" DEPTH X 2600 SFCUT VOLUME = 32 CU. YDSFILL VOLUME = 32 CU. YDS

TOTAL CUT = 115 CU. YDSTOTAL FILL = 178 CU. YDS

SITE ELEVATION 604' = FLOOR ELEVATION 100'-0"

CARPORT

PERIMETER OF NEWUPPER ROOFCANOPY

PERIMETER OF NEWLOWER ROOF CANOPY

PERIMETER OF NEWFOUNDATION

NEW GRAVELDRIVEWAY 10'

WIDE X 4" GRAVEL

EXISTING PERMITTED AG. SHEDS

PROPOSED SILT FENCE(SEE DETAIL AT RIGHT)

140'

EXISTING UTILITIES

GRADING AREA 1 :AREA FILL =25 SF

APPROX. LENGTH = 80'

GRADING AREA 2 :AREA CUT =40 SFAREA FILL = 56 SF

APPROX. LENGTH =45'

GRADING AREA 3 :AREA FILL = 33 SF@ LENGTH =40'

GRADING AREA 4 :AREA CUT = 10.5 SFAPPROX. LENGTH =42'

GRADING AREA 5 (TOTALDRIVEWAY AREA LESS

GRADING AREA 2)

PROPOSED SILT FENCE(SEE DETAIL AT RIGHT)

110'

PROPOSED SILTFENCE (SEE DETAILAT RIGHT) 115'

EXTENT OFGRADING @

20000 SF

48'-6"

BEST MANAGEMENT PRACTICESTEMPORARY DUST CONTROL

1.THE GRADED AREA OR PROJECT SITE THAT IS CLEARED OF VEGETATION SHALL BE DAMP FOR SEVEN (7) DAYS AWEEK . AT THE END OF EACH DAY, THE SITE SHALL BE SUFFICIENTLY DAMPENED WITH WATER CONTINUOUSLY SOTHAT THE SITE WILL REMAIN MOISTENED DURING THE NIGHT.

2.THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS SO THAT EXCAVATION, EMBANKMENT, AND IMPORTEDMATERIAL SHALL BE DAMPENED ON A CONTINUAL BASIS TO PREVENT DUST PROBLEMS.

3.IN APPLYING FOR A GRADING PERMIT, THE CONTRACTOR SHALL SUBMIT PLANS, SCHEDULES AND/OR WRITTENMEASURES WHICH PROVIDE FOR DUST CONTROL. THE DUST CONTROL MEASURES SHALL CONTAIN POSITIVESTATEMENTS WHICH REQUIRE ACTION OR WORK THAT WILL PREVENT DUST PROBLEMS. NO PERMITS WILL BEISSUED UNLESS THE COUNTY IS ASSURED THAT DUST PROBLEMS WILL BE MINIMIZED.

TEMPORARY EROSION CONTROL MEASURES

1. TEMPORARY VEGETATIVE COVER SHALL BE PLANTED WITHIN A PERIOD OF 30 CALENDAR DAYS AFTER THE SITEHAS BEEN GRADED OR BARED OF VEGETATION OR IF FINAL GRADING OF THE SITE WILL BE SUSPENDED FOR MORETHAN 30 CALENDAR DAYS.

2. TEMPORARY VEGETATIVE COVER SHALL CONSIST OF 40LBS. COMMON RYE GRASS SEED PER ACRE AND 400 LBS.PER ACRE 10-10-10-OR EQUIVALENT WORKED INTO THE SEED BED BEFORE PLANTING. A TEMPORARY SPRINKLERSYSTEM IS TO BE INSTALLED CONCURRENTLY WITH ALL PLANTINGS. PLANTING AND MAINTENANCE OF GRASS SHALLCONFORM TO THE "HAWAII STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND PUBLIC WORKS CONSTRUCTIONS,1994", AND ITS AMENDMENTS.

LEGENDPROPERTY LINE

EXISTING CONTOUR LINE

PROPOSED CONTOUR LINE

CONDOMINIUM LINE

CL SWALE

GRADING EXTENTS

SILT FENCE

NOTES FOR GENERALCONSTRUCTION1. ALL CONSTRUCTION WORK IS TO BE CONSTRUCTED IN ACCORDANCEWITH THE PUBLICATIONS HAWAII STANDARD SPECIFICATION FOR ROAD,BRIDGE AND PUBLIC WORKS CONSTRUCTION, 1994 AND STANDARDDETAILS FOR PUBLIC WORKS CONSTRUCTION, DATED 9/84. THE STANDARDDETAILS ARE AVAILABLE AT THE COUNTY OF KAUAI CLERKS OFFICE.

2. NO GRADING WORK IS ALLOWED BETWEEN 7 P.M. TO 7 A.M. ON ANY GIVENDAY OF THE WEEK, AND NOT TO BE DONE ON SATURDAYS , SUNDAYS ANDHOLIDAYS WITHOUT PERMISSION FROM THE COUNTY ENGINEER.

3. THE CONTRACTOR IS TO NOTIFY THE PUBLIC WORKS DEPARTMENT FIVE(5) CALENDAR DAYS PRIOR TO COMMENCING ANY GRADING WORK. NOTIFYPUBLIC WORKS INSPECTION SECTION WHEN THE WORK IS COMPLETED ANDREADY FOR INSPECTION.

4. CONSTRUCTION PLANS ARE VALID FOR A PERIOD OF ONE YEAR FROMTHE DATE OF APPROVAL. IF CONSTRUCTION DOES NOT COMMENCE WITHINTHIS ONE YEAR TIME FRAME, THEN THE CONSTRUCTION PLANS WILL HAVETO BE RESUBMITTED TO THE COUNTY AGENCIES FOR REVIEW ANDAPPROVAL.

5. ALL GRADING, GRUBBING AND STOCKPILING WORK SHALL BE DONE INACCORDANCE WITH COUNTY OF KAUAI ORDINANCE NO. 808. THECONTRACTOR SHALL INFORM THE COUNTY ENGINEER OF THE LOCATION OFTHE DISPOSAL SITE. THE DISPOSAL SITE MUST ALSO FULFILL THEREQUIREMENTS OF THE SEDIMENT AND EROSION CONTROL ORDINANCE.

6. THE CONTRACTOR SHALL REMOVE ALL SILT AND DEBRIS, RESULTINGFROM HIS WORK, THAT HAS BEEN DEPOSITED IN DRAINAGE FACILITIES,ROADWAYS AND OTHER AREAS. THE COSTS INCURRED FOR ANYNECESSARY REMEDIAL ACTION TAKEN BY THE COUNTY ENGINEER SHALL BEPAID FOR BY THE CONTRACTOR.

7. ALL SLOPES AND EXPOSED AREAS SHALL BE SODDED OR PLANTEDIMMEDIATELY AFTER THE GRADING WORK HAS BEEN COMPLETED.

8. CONTRACTOR MUST OBTAIN ALL NECESSARY PERMITS BEFORECONSTRUCTION COMMENCES. PERMITS TO INCLUDE, BUT NOT LIMITED TOGRUBBING, GRADING, STOCKPILING, ETC.

9. DURING CLEANING OPERATIONS, THE CONTRACTOR SHALL SUPPLY AWATER TRUCK FOR DUST CONTROL PURPOSES. EXCESS WATER,INCLUDING SILT AND DIRT, SHALL NOT BE ALLOWED TO RUN OFF THEPROPERTY.

ENVIRONMENTAL PROTECTION NOTES1. IN ACCORDANCE WITH CHAPTER 11-60.1, AIR POLLUTION CONTROL, TITLE 11, STATEADMINISTRATIVE RULES, THE PROPERTY OWNER OR DEVELOPER SHALL BERESPONSIBLE FOR ENSURING THAT EFFECTIVE CONTROL MEASURES ARE PROVIDEDTO MINIMIZE OR PREVENT ANY VISIBLE DUST EMISSION CAUSED BY THECONSTRUCTION WORK FROM IMPACTING THE SURROUNDING AREAS INCLUDING THEOFF-SITE ROADWAYS USED TO ENTER OR EXIT THE PROJECT. THESE MEASURESINCLUDE BUT ARE NOT LIMITED TO THE USE OF WATER WAGONS, SPRINKLERSYSTEMS, DUST FENCES, ETC.

2. IN ACCORDANCE WITH CHAPTER 11-55, WATER POLLUTION CONTROL, AND CHAPTER11-54, WATER QUALITY STANDARDS, TITLE 11, STATE ADMINISTRATIVE RULES, THEPROPERTY OWNER OR DEVELOPER SHALL BERESPONSIBLE FOR ENSURING THAT THEBEST MANAGEMENT PRACTICE TO MINIMIZE OR PREVENT THE DISCHARGE OFSEDIMENTS, DEBRIS, AND OTHER WATER POLLUTANT INTO THE STATE WATERS ISPROVIDED.

3. IN ACCORDANCE WITH CHAPTER 11-58, SOLID WASTE MANAGEMENT CONTROL, TILE11, STATE ADMINISTRATIVE RULES, THE PROPERTY OWNER OR DEVELOPER SHALL BERESPONSIBLE FOR ENSURING THAT GRUB MATERIAL, DEMOLITION WASTE ANDCONSTRUCTION WASTE GENERATED BY THE PROJECT ARE DISPOSED OF IN A MANNEROR AT A SITE APPROVED BY THESTATE DEPARTMENT OF HEALTH. DISPOSAL OF ANYOF THESE WASTES BY BURNING IS PROHIBITED.

4. THE PROPERTY OWNER OR DEVELOPER SHALL BE RESPONSIBLE FOR OBTAININGALL APPLICABLE PERMITS FROM THE DEPARTMENT OF HEALTH INCLUDING , BUT NOTLIMITED TO, NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITSFOR STORM WATER, HYDROSTATIC TEST AND DEWATERING DISCHARGES, PRIOR TOCOMMENCING CONSTRUCTION.

5. THE CONTRACTOR SHALL REMOVE ALL SILT AND DEBRIS RESULTING FROM THISWORK AND DEPOSITED IN DRAINAGE FACILITIES, ROADWAYS AND OTHER AREASIMMEDIATELY AFTER EACH RAINFALL EVENT. THE COST INCURRED FOR ANYNECESSARY REMEDIAL ACTION BY THE COUNTY ENGINEER SHALL BE PAYABLE BY THECONTRACTOR.

6. BEST MANAGEMENT PRACTICES (BMP) SHALL BE EMPLOYED AT ALL TIMES TO THEMAXIMUM EXTENT PRACTICABLE TO PREVENT DAMAGE BY SEDIMENTATION, EROSIONOR DUST TO STREAMS, WATER COURSES,

CONSTRUCTION NOTES FOR HISTORICPRESERVATIONSHOULD HISTORIC REMAINS SUCH AS ARTIFACTS, BURIALS, CONCENTRATIONS OFSHELL OR CHARCOAL BE ENCOUNTERED DURING CONSTRUCTION ACTIVITIES, WORKSHALL CEASE IMMEDIATELY IN THE IMMEDIATE VICINITY OF THE FIND. THECONTRACTOR SHALL IMMEDIATELY NOTIFY THE PLANNING DEPARTMENT AND STATEHISTORIC PRESERVATION DIVISION AT (808) 742-7033, WHICH WILL ASSESS THESIGNIFICANCE OF THE FIND AND RECOMMEND THE APPROPRIATE MITIGATIONMEASURES, IF NECESSARY.

PROP

ERTY

LINE

PROP

ERTY

LINE

5 VICINITY MAP4 ENLARGED SITE PLAN1" = 30'

2 PLOT PLAN1:3600

1 SITE PLAN1" =100'

6 SILT FENCE DETAIL

3 SITE SECTION1" = 30'

PROPOSED SINGLEFAMILY DWELLING

PERMITTEDAG. SHEDS

SITE LOCATION

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H:\Active Jobs\G

amby\M

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by permit.pln


GAMBY RES

IDEN

CE

KAHUNA ROAD

KAPA

A HI 967

46TM

K 4-4-6-04:LO

T 30

UNIT 1

A2

D

W

F

16 13

W19

Sill 7'-5 1/2"

3'-0"

1'-4"

33

W20

Sill 7'-5 1/2"

4'-0"1'-4"2

5

31

W18

Sill 7'-5 1/2"

3'-0"

1'-4"

W18

Sill 7'-5 1/2"

3'-0"

1'-4"

09

W19

Sill 7'-5 1/2"

1'-4"

3'-0"

W19

Sill 7'-5 1/2"

1'-4"

3'-0"

18

W18

Sill 7'-5 1/2"

3'-0"

1'-4"

W18

Sill 7'-5 1/2"

3'-0"

1'-4"

W18

Sill 7'-5 1/2"

3'-0"

1'-4"

10 14

11

W15

Sill 7'-5 1/2"

4'-0"

1'-4"

W15

Sill 7'-5 1/2"

4'-0"

1'-4"

W15

Sill 7'-5 1/2"

4'-0"

1'-4"

W18

Sill 7'-5 1/2"

3'-0"

1'-4"

W18

Sill 7'-5 1/2"

3'-0"

1'-4"

W10

Sill 2'-0"

5'-0"

3'-0"

W17

Sill 7'-5 1/2"

1'-4"

3'-0"

06 07

W19

Sill 7'-5 1/2"

1'-4"

3'-0"

W19

Sill 7'-5 1/2"

1'-4"

3'-0"

24

W19

Sill 7'-5 1/2"

1'-4"

3'-0"

15

W12

Sill 1'-6"

5'-6"4'-4"

W12

Sill 1'-6"

5'-6"4'-4"

W17

Sill 7'-5 1/2"

1'-4"3'-0"

W17

Sill 7'-5 1/2"

1'-4"3'-0"

W11

Sill 7'-5 1/2"

4'-4"1'-4"

W11

Sill 7'-5 1/2"

4'-4"1'-4"

W02

Sill 3'-6 1/2"

6'-5 1/2"

13'-4

"

W03

Sill 2'-10 1/2"

13'-4

"7'-1 1/2"

W01

Sill 3'-6 1/2"

5'-0"6'-5 1/2"

29

W10

Sill 2'-0"

5'-0"

3'-0"

W17

Sill 7'-5 1/2"

3'-0"

1'-4"

W17

Sill 7'-5 1/2"

3'-0"

1'-4"

W18

Sill 7'-5 1/2"

3'-0"

1'-4"

08

30

27

W13

Sill 7'-5 1/2"

3'-8 1/2"2'-1"0

3

2120

2322

30

W16

Sill 0"

3'-8 1/2"

7'-0"

W13

Sill 7'-5 1/2"

2'-1"

3'-8 1/2"

W09

Sill 7'-5 1/2"

2'-1"

3'-2 1/2"

W09

Sill 7'-5 1/2"

2'-1"

3'-2 1/2"

W09

Sill 7'-5 1/2"

2'-1"

3'-2 1/2"

W09

Sill 7'-5 1/2"

2'-1"

3'-2 1/2"

04

W16

Sill 0"

3'-8 1/2"

7'-0"

W13

Sill 7'-5 1/2"

2'-1"

3'-8 1/2"

W16

Sill 0"

3'-8 1/2"

7'-0"

W13

Sill 7'-5 1/2"

2'-1"

3'-8 1/2"

W16

Sill 0"

3'-8 1/2"

7'-0"

W13

Sill 7'-5 1/2"

2'-1"

3'-8 1/2"

W16

Sill 0"

3'-8 1/2"

7'-0"

W13

Sill 7'-5 1/2"

2'-1"

3'-8 1/2"

W16

Sill 0"

3'-8 1/2"

7'-0"

W13

Sill 7'-5 1/2"

2'-1"

3'-8 1/2"

W16

Sill 0"

3'-8 1/2"

7'-0"

W13

Sill 7'-5 1/2"

2'-1"

3'-8 1/2"

W16

Sill 0"

3'-8 1/2"

7'-0"

W13

Sill 7'-5 1/2"

2'-1"

3'-8 1/2"

W16

Sill 0"

3'-8 1/2"

7'-0"

W13

Sill 7'-5 1/2"

2'-1"

3'-8 1/2"

W16

Sill 0"

3'-8 1/2"

7'-0"

W13

Sill 7'-5 1/2"

2'-1"

3'-8 1/2"

W16

Sill 0"

3'-8 1/2"

7'-0"

W13

Sill 7'-5 1/2"

2'-1"

3'-8 1/2"

W16

Sill 0"

3'-8 1/2"

7'-0"

W13

Sill 7'-5 1/2"

2'-1"

3'-8 1/2"

W16

Sill 0"

3'-8 1/2"

7'-0"

W13

Sill 7'-5 1/2"

2'-1"

3'-8 1/2"

01

31

1202

W14

Sill 7'-5 1/2"

1'-4"

4'-0"

W14

Sill 7'-5 1/2"

1'-4"

4'-0"

W14

Sill 7'-5 1/2"

1'-4"

4'-0"

05

DW

W08

Sill 7'-5 1/2"

2'-6"

1'-4"

28

1S2

1S2

9'-9" 6'-9" 2'-9" 3'-0" 4'-8" 3'-0" 4'-10 1/2" 1'-9 1/2" 7'-0" 5'-3" 5'-3" 4'-8 1/2"

4'-0" TYP.

4'-0"

4'-0"

5'-1 1/4"

6'-7" 3'-5 1/2" 5'-0"2'-0" 6'-4"

3'-5 1/2"

2'-0"

3'-3"

4'-10"

2'-5 1/2"

1A7

1A7

2A7

2A7

4A8

4A8

5A8

5A8

3A7

3A7

40" H BUILT-UP SILL

SHOWER3'4X4'0

LAUNDRY6'7X6'0

MASTER16'6X10'2

MASTERBATH

SHOWER/TUB 3'0X6'0

CLOSET4'8X9'6

CLOSET2'0X3-9

KITCHEN16'6X8'6

LIVING16'6X14'6

STUDY11'4X12'8

BED 112'8X12'8

LOFT ABV.

ROOF ABOVE

STORAGE5'8X14'0

ROOF ABOVE

LOUNGE14'4X7'8

DRAW

ERS

BLW

WINDO

W SEA

T

CLOSET2'0X5'4

PANTRYCAB

BUILT-IN

DESK

ROOF ABOVE

BED 212'8X12'3

ABOVE

ABOVE

ABOVEABOVEABOVE

ABOV

EAB

OVE

ABOVEABOVE

ABOV

EAB

OVE

CLOSET2'0X3-9

CLOSET2'0X3-9

CLOSET2'0X3-9

COUN

TER AB

V. W

/D

ABOVE ABOVE ABOVE ABOVE ABOVE ABOVE ABOVE ABOVE

ABOVE ABOVEABOVEABOVEABOVEABOVE

ABOVE

ABOVE

ABOVE

ABOVEABOVE

ABOVE

LOFT ABV.

BALC

. ABV

.

ABOVE ABOVE ABOVE ABOVE ABOVE ABOVE ABOVE ABOVE

ABOVEABOVEABOVE

PANTRYCAB

SLOPE 1/8" PER FT.

SLOP

E 1/8" PER

FT.

ROOF

ABO

VE

ROOF ABOVE

ABOVE ABOVE ABOVE ABOVE

BOOK SHELF

W19

Sill 7'-5 1/2"

1'-4"

3'-0"

W19

Sill 7'-5 1/2"

1'-4"

3'-0"

19

W03

Sill 2'-10 1/2"

13'-4"7'-1 1/2"

A A

B B

C C

D D

E E

F F

2

2

3

3

4

4

5

5

6

6

7

7

8

8

9

9

1

1

G G

H H

11Rx9 1/2" = 8'-8 1/2"

2

3

4

5 6

7

8

9

10

11

1S3

1S3

PLACE ROCKS@ DRAIN OPENING& PROVIDE GRAVEL

ABSORPTION AREA,TYP. NOTE:DRAIN ALIGNS W/ ROOF

SCUPPER DRAIN AS SHOWN,PROVIDE INLET FOR ROOF

RUNOFF IN PIPE

REFER TO FOUND. PLAN FORDRAINPIPE LOCATIONS &

ELEV'S/SLOPES

PLACE ROCKS @ DRAINOPENING & PROVIDE GRAVELABSORPTION AREA,TYP. SEE

FOUND PLAN FOR LOCATION &ELEVS

LANAI13'10X14'8

HW BEN

CH

FIRE

PLAC

E

HW

STOR

AGE CA

BS

HB

1

HB

HB

HB

FLOOR PLAN3/16" = 1'-0"

ISSU

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ING:

9/25/2009

ISSU

E:

DRAW

ING:

LOFT

/LOWER

ROOF PL

AN

9/25/2009

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amby\M

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by permit.pln


GAMBY RES

IDEN

CE

KAHUNA ROAD

KAPA

A HI 967

46TM

K 4-4-6-04:LO

T 30

UNIT 1

A3

01

1S2

1S2

1A7

1A7

2A7

2A7

4A8

4A8

5A8

5A8

3A7

3A7

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

2'-8"

2'-8"

2'-8"

2'-8"

1'-9 1/2"

4'-0"

9'-4"

4'-8"

4'-0"

14'-4

"

7'-1 1/2"

7'-1 1/2"

10"

4'-3 1/2"

2'-8"

2'-8"

2'-8"

2'-6"

47.38 sq ft

A A

B B

C C

D D

E E

F F

2

2

3

3

4

4

5

5

6

6

7

7

8

8

9

9

1

1

G G

H H

11Rx9 1/2" = 8'-8 1/2"

2

3

4

5 6

7

8

9

10

11

1S3

1S3

W05

Sill 11'-6"

13'-4

"3'-10"

W07

Sill 11

'-6"

2'-6"3'-10"

W07

Sill 11

'-6"

2'-6"3'-10"

W05

Sill 11'-6"

3'-10"

13'-4

"

W04

Sill 11

'-6"

2'-8"4'-0"

W04

Sill 11

'-6"

2'-8"4'-0"

W04

Sill 11

'-6"

2'-8"4'-0"

W04

Sill 11

'-6"

2'-8"4'-0"

W04

Sill 11

'-6"

2'-8"4'-0"

W06

Sill 8'-9"

5'-8"7'-2"

W04

Sill 11

'-6"

2'-8"4'-0"

W04

Sill 11

'-6"

2'-8"4'-0"

W04

Sill 11

'-6"

2'-8"4'-0"

W04

Sill 11

'-6"

2'-8"4'-0"

17 6'-8"4'-6"

5'-7"

5'-6"

SLOPE

1/8"/F

T 3" SCUPPERDRAIN

CONTINUE MEMBRANEUP TO T.O. 4X RIM (SEEDETAIL)

MTL. FLASHING O/4X @PERIMETER

SLOPE 1/8"/FT SLOPE 1/8"/FT SLOPE 1/8"/FTSLOPE 1/8"/FT

SLOPE

1/8"/F

T

SLOPE

1/8"/F

T

SLOPE

1/8"/F

T

SLOPE 1/8"/FT

3" SCUPPERDRAIN

3" SCUPPERDRAIN

(2) HELIODYNE GOBI 410SHW PANELS W/ 5 TILTTO SOUTH

#4 BALLAST (ASTM D448)O/60 MIL EPDM MEMBRANEO/5/8" EXT. PLYO/ RIPPED 2X CANT STRIPS @ 16"O.C.(PERP TO RAFTERS)O/1/2" BIRCH PLYO/4X6'S

LOFT3/16" = 1'-0"

47.38 sq ft

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ING:

ROOF PL

AN UPP

ER

9/25/2009

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amby\M

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by permit.pln


GAMBY RES

IDEN

CE

KAHUNA ROAD

KAPA

A HI 967

46TM

K 4-4-6-04:LO

T 30

UNIT 1

A4

1A7

1A7

2A7

2A7

4A8

4A8

5A8

5A8

3A7

3A7

A A

B B

C C

D D

E E

F F

2

2

3

3

4

4

5

5

6

6

7

7

8

8

9

9

1

1

G G

H H

SLOPE 1/8"/FTSLOPE 1/8"/FT

SLOPE

1/8"/F

T

6" ROOF DRAIN

CONTINUE MEMBRANEUP OVER 2X RIM (SEEDETAIL)

MTL. FLASHING O/2X @PERIMETER

3" SCUPPER DRAIN (OVERFLOW)

2 kW GRID TIED SOLARPHOTOVOLTAIC ARRAY TBD(SHOWN W/ 10 200 W PANELS)

#4 BALLAST (ASTM D448)O/60 MIL EPDM MEMBRANEO/5/8" EXT. PLYO/ RIPPED 2X CANT STRIPS @ 16"O.C.(PERP TO RAFTERS)O/1/2" A/C PLYO/4X6'S

UPPER ROOF PLAN3/16" = 1'-0"

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ATIONS

9/25/2009

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by permit.pln


GAMBY RES

IDEN

CE

KAHUNA ROAD

KAPA

A HI 967

46TM

K 4-4-6-04:LO

T 30

UNIT 1

A5

9 8 7 6 5 4 3 2 1

116'-10 1/2"

108'

99'-10 1/4"

36" MIN

.

116'-10 1/2"

100'

110'

17'-4" 14'-0" 12'-0" 11'-8" 12'-8" 14'-4" 13'-0" 21'-6"

6'-10" O.H.

ROOF ASSEMBLY TYPE 2:#4 BALLAST (ASTM D448) O/60 MIL EPDM MEMBRANE O/

5/8" EXT. PLY O/RIPPED 2X CANT STRIPS @ 12" O.C.(PERP

TO RAFTERS) O/1/2" A/C PLY O/

4X8'S @ 24" O.C..

5/8" EXTERIOR PLYWOOD SIDING -PAINTED

ROOF ASSEMBLY TYPE 1

1X4 HARDWOOD SLATSW/ 1 1/2" SPACING

1X4 HARDWOOD DECKING O/4X6 FRAMING

C.I.P. CONC. FOUND.CENTERED UNDER FRAMING -

REF. STRUCT. PLANS

COL. TO ROCK FOUND. - REF. TOSTRUCTURAL PLANS

SCREEN DOORS & WINDOWS ONNORTH ELEVATION AS SHOWN -REF. TO DOOR/WIND. SCHEDULE

GLAZED SURFACE SLIDERS W/ JALOUSES ABOVE -REF. DOOR/WIND. SCHED.

THICKENED EDGE SLABON GRADE - REF. TOSTRUCT. PLANS

1/2" STRUCTURAL I PLY. WD. SIDING

TOP-HUNG DOOR TRACK EXTENDINGBEYOND BUILDING

6X6 POST TO GLUELAM BEAM W/ SIMP.CCQ POST CAP, RE: FRAMING PLANS

T.O. GLUELAM BEAM

T.O. 4X8 BEAM

T.O. BEAM

T.O. GLUELAM BEAM

T.O. SLAB

T.O. 5 1/8" X 13 1/2"

A

A

B

B

C

C

D

D

E

E

F

F

F G H14'-4" 4'-0" 4'-8" 9'-4" 4'-0"

101'-3"

110'

100'

116'-10 1/2"

ROOF ASSEMBLY TYPE 1GROWING MEDIUM O/FILTER FABRIC O/DRAINAGE GRAVEL COARSE O/ROOT BARRIER O/60 EPDM MEMBRANE O/5/8" EXTERIOR PLYWOOD O/2X CANT STRIPS @ 12" O.C. (PERP. TORAFTERS) O/1/2" A/C PLY. WD. O/4X8 DOUG. FIR. RAFTERS @ 24" O.C.

2X10 FACIA PAINTED

ROOF ASSEMBLY TYPE 2:#4 BALLAST (ASTM D448) O/60 MIL EPDM MEMBRANE O/5/8" EXT. PLY O/RIPPED 2X CANT STRIPS @ 12" O.C.(PERPTO RAFTERS) O/1/2" A/C PLY O/4X8'S @ 24" O.C.

1/2" STRUCTURAL I PLYWOOD SIDING -PAINTED

2X10 FACIA PAINTED


INTENSIVE GREEN ROOFROOF ASSEMBLY TYPE 1

2X6 HARDWOOD BENCH


14" SQ. CONC. COL.

FIXED GLASS - REF.DOOR/WINDOW SCHED.

8X8 POST

6X6 POST, TYP.

FOLDING 4 PANEL DOORSYSTEM (4R) - REF.

DOOR/WIND. SCHED.

JALOUSE WINDOWS - REF.DOOR/WIND. SCHED.

14" SQ. CONC. COL.

T.O. BEAM

T.O. BEAM

T.O. SLAB

T.O. 5 1/8" X 13 1/2"GLUELAM BEAM

NORTH ELEVATION3/16" = 1'-0"

WEST ELEVATION3/16" = 1'-0"

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ING:

ELEV

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9/25/2009

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amby\M

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by permit.pln


GAMBY RES

IDEN

CE

KAHUNA ROAD

KAPA

A HI 967

46TM

K 4-4-6-04:LO

T 30

UNIT 1

A6

1 2 3 4 5 6 7 8 97 8

1S3

30" MAX

110'

116'-10 1/2"

108' (elev.)

101'-3"

100'

2X10 FACIA PAINTED

5/8" EXTERIOR PLYWOODSIDING - PAINTED

1X4 HARDWOODSLATS W/ 1 1/2" GAP

1/2" STRUCTURAL I PLYWOOD SIDING -PAINTED

ROOF ASSEMBLY TYPE 2:#4 BALLAST (ASTM D448) O/60 MIL EPDM MEMBRANE O/5/8" EXT. PLY O/RIPPED 2X CANT STRIPS @ 12" O.C.(PERP TO RAFTERS) O/1/2" A/C PLY. WD. O/4X8'S @ 24" O.C.

ROOF ASSEMBLY TYPE 1:INTENSIVE GREEN ROOF (SIM. @

CARPORT)

FOLDING 5 PANEL WINDOWSYSTEM (5R) - REF.DOOR/WIND. SCHED.

3/4" HARDWOOD DECKING O/4X6 FLUSH FRAMING

SINGLE PANE FIXED WINDOW -REF. DOOR/WIND. SCHED.

HANDRAIL @ STAIR, 36" ABV.NOSING, TYP.

JALOUSE WINDOWS OVER TOP-HUNGSURFACE SLIDER - REF. DOOR/WIND. SCHED.

TOP HUNG SURFACE SLIDING SCREENS- REF. DOOR/WIND. SCHED.

FIXED SCREENS OVER TOP-HUNGSURFACE SLIDING SCREEN DOOR -REF. DOOR/WIND. SCHED.

14"X14" C.I.P. COLUMN

ROOF ASSEMBY TYPE 1:GROWING MEDIUM O/FILTER FABRIC O/DRAINAGE GRAVEL COARSE O/ROOT BARRIER O/60 EPDM MEMBRANE O/5/8" EXTERIOR PLYWOOD O/2X CANT STRIPS @ 12" O.C. (PERP. TORAFTERS) O/1/2" A/C PLY. WD. O/4X8 DOUG. FIR. RAFTERS @ 24" O.C.

TOP-HUNG DOOR TRACK EXTENDINGBEYOND BUILDING

SCUPPER-REF. ROOF PLAN

SCUPPER-REF. ROOF PLAN

DOOR TRACK FOR SURFACE SLIDINGDOORS CONT. ACROSS SOUTH ELEV.

LANDSCAPE BOULDERS @MASTER BATH EXTERIOR (SITE

SELECTED)

SLIDING DOORS @ GARAGESTORAGE RE: DOOR SCHEDULE

SEE FOUND. PLAN FOR FTG. SIZE &LOCATION

14" SQ. CONC. COL. W/ EXPOSEDFINISH CONT. TO B.O. BEAM RE:FOUND. PLAN

T.O. GLUELAM BEAM


T.O. 4X8 BEAM

T.O. 5 1/8" X 15" GLB

T.O. INTER. SLAB

NOTE: SEE PARTIALELEVATION BELOW RIGHT FOROWNER ALTERNATE ENTRYCOLUM CONFIGURATION

C B ADH G EF

101'-3"

110'

116'-10 1/2"116'-10 1/2"

99'-10 1/4"

108'

36"M

IN.

5/8" EXTERIOR PLYWOODSIDING - PAINTED

ROOF ASSEMBLY TYPE 1GROWING MEDIUM O/

FILTER FABRIC O/DRAINAGE GRAVEL COARSE O/

ROOT BARRIER O/60 EPDM MEMBRANE O/

5/8" EXTERIOR PLYWOOD O/2X CANT STRIPS @ 12" O.C. (PERP. TO

RAFTERS) O/1/2" A/C PLY. WD. O/

4X8 DOUG. FIR. RAFTERS @ 24" O.C.FOLDING 5 PANEL WINDOWSYSTEM (5R) - REF.DOOR/WIND. SCHED.


1/2" STRUCT. I PLY. WD. SIDING- PAINTED

#4 BALLAST (ASTM D448) O/60 MIL EPDM MEMBRANE O/5/8" EXT. PLY O/RIPPED 2X CANT STRIPS @ 12" O.C.(PERP TORAFTERS) O/1/2" A/C O/4X8'S @ 24" O.C.

2X6 HARDWOOD BENCH

BUILT-IN STORAGECABS. @ ENTRY - RE:

FLOOR PLAN

14" SQ. CONC. COL. SEESOUTH ELEV. FOR

ALTERNATE

T.O. BEAM (3 1/8" x13 1/2" GLB)

T.O. BEAM(3 1/8" x 131/2" GLB)

T.O. BEAM (4X8)

T.O. BEAM (4X8)

T.O. BEAM(5 1/8" X12" GLB)

T.O. BEAM(5 1/8" X15" GLB)

16" SQ. CONC. COL. BASE

6X6 POST TO BEAM BRACED ASSHOWN

3" DIA. X .18" WALL ROUND STL.TUBE COMPRESSION MEMBER @BRACED FRAME. PROVIDE 5" SQ. X1/4" END PLATES & LAG TO POSTSW/ (4) 3/8"X 3" LAGS

5/16" CABLE 'X' BRACING

SOUTH ELEVATION3/16" = 1'-0"

EAST ELEVATION3/16" = 1'-0"

PARTIAL ELEV. ALTERNATE3/16" = 1'-0"

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ING:

SECTIONS

9/25/2009

H:\Active Jobs\G

amby\M

ain house\Draw


by permit.pln


GAMBY RES

IDEN

CE

KAHUNA ROAD

KAPA

A HI 967

46TM

K 4-4-6-04:LO

T 30

UNIT 1

A7

A B C D E F

18A10

16A10

17A10

15A10

13A10

14A10

14'-4" 4'-0" 4'-8" 9'-4" 4'-0"

100'

9'-1 1/2

"

116'-10 1/2"

5'-0"

33.16 sq ft

10.53 sq ft

ROOF ASSEMBLY TYPE 2:BALLASTED EPDM MEMBRANE, SEE DETAILS.

FOLDING 5 PANEL WINDOWSYSTEM (5R) - REF.

DOOR/WIND. SCHED.


2X6 WALL O/10" CIP CONC. STEM WALLCONT. @ THIS EDGE OF FOUND. RE:

DETAILS

FOLDING 2 PANEL WINDOWSYSTEM (2L) - REF.DOOR/WIND. SCHED.


SLOPE GRADE AWAY FROM BLDG @ 1:12& PROVIDE SUBSURFACE DRAINAGE AS

SHOWN, REFER TO DETAILS

NOTE: SECTIONAL AREA OFFILL OUTSIDE THE ROOFLINE =

NOTE: SECTIONAL AREA OFCUT OUTSIDE THE ROOFLINE =

EXISTING GRADE

PROPOSED GRADE


T.O. SLAB

T.O. B

EAM

21

9 8 7 6 5 4 3 2 1

4A9

1A9

8A9

2A9

3A9

10A9

11A9

6A9

5A9

12A9

7A9

9A9

100'

108'-7 1/2"

116'-10 1/2"

110'

ROOF ASSEMBLY TYPE 2:BALLASTED EPDM MEMBRANE, SEE

DETAILS.

INTENSIVE GREEN ROOF:ROOF ASSEMBLY TYPE 1

6X6 POST CONT. TO ROOF.

BALCONY W/ SLATTEDWOOD RAIL

4" SLAB ON GRADE W/MONOLITHIC FTG., TYP.

GL BEAM CANTILEVEREDTO SUPPORT ROOF OH,RE: FRAMING PLANS

CASEMENT WINDOWS@ MASTER BEDROOMWINDOW SEAT, RE:WIN. SCHEDULE

THICKENED EDGESLAB, RE: FOUND.PLAN FOR DETAILS

SLOPE PLYWOOD @ 1/8"/FT/ OVER2X'S RIPPED TO SLOPE @12" O.C.PERP. TO PRIMARY RAFTERS, TYP.

6" PERF.DRAINPIPEBELOW SLAB ASSHOWN,RE:FOUND. PLAN

T.O. GLUELAM BEAM

T.O. 4X6 BEAM

T.O. INT. SLAB

T.O. GLUELAM BEAM

A B C D E F G

19A11

VARIES, SEE PLAN

116'-10 1/2" 116'-10 1/2"

110'

14'-4" 4'-0" 4'-8" 9'-4" 4'-0" 25'-4"

15R@

6" =D7'-6"

14T@ 12"=14'-0"

3'-0"

ROOF ASSEMBLY TYPE 2: BALLASTED EPDMMEMBRANE, SEE DETAILS

ROOF ASSSEMBLY TYPE1, SEE DETAILS

FOLDING 4 PANEL DOOR SYSTEM(4R) - REF. DOOR/WIND. SCHED.


RECESS WALL FOR SPIRAL STAIR TO LOFT - RE:FLOOR PLAN

FIXED WINDOW - REF.DOOR/WIND. SCHED.

FOLDING 4 PANEL DOOR -REF. DOOR/WIND. SCHED.

2X6 HARDWOOD BENCH

1X4 SLATTED WIOOD RAIL@ UPPER LANAI

TOP STAIR TREAD & 26"WX16"DCONCRETE GRADE BEAM

14" SQ. CONC. COL. W/EXPOSED FORM FINISH

BOT. TREAD & 26"WX16"DCONCRETE GRADE BEAM

NOTE: ALIGN TOP RISER W/F.O. COLUMN BEYOND

SWALE FOR SURFACE DRAINAGEAS SHOWN

1 1/2" DIA. TS HANDRAIL

EXISTING GRADE

PROPOSED GRADE

EXISTING GRADE

PROPOSED GRADE

T.O. BEAMS

T.O. LANAI SLAB

T.O. BEAM

T.O. BEAM

SIM.

2 SECTION3/16" = 1'-0"

1 SECTION3/16" = 1'-0"

3 SECTION3/16" = 1'-0"

ISSU

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ISSU

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ING:

SECTIONS

9/25/2009

H:\Active Jobs\G

amby\M

ain house\Draw


by permit.pln


GAMBY RES

IDEN

CE

KAHUNA ROAD

KAPA

A HI 967

46TM

K 4-4-6-04:LO

T 30

UNIT 1

A8

B C D E FA G H14'-4" 4'-0" 4'-8" 9'-4" 4'-0" 25'-4" 26'-4"

101'-3"

110'

7'-1 1/2" O.H.

24.46 sq ft



ROOF ASSEMBLY TYPE 1:INTENSIVE GREEN ROOF, REFER TODETAILS

ROOF ASSEMBLY TYPE 1:INTENSIVE GREEN ROOF, REFER TODETAILS

FOLDING 4 PANEL DOORSYSTEM (4R) - REF.

DOOR/WIND. SCHED.


2X6 HARDWOOD BENCH

16"WX18"D CIP CONC.FTG, RE: DETAILS

NOTE: SECTIONAL AREA OFFILL OUTSIDE THE ROOFLINE =

T.O. BEAM

T.O. BEAM

EXISTING GRADE

EXISTING GRADE

EXISTING GRADE

PROPOSED GRADE

25 sq ft x 50 lf = 1250 cu. ft = 46 cu. yds

A B C D E F G H

25A11

26A11

24A11

27A11

23A11

22A11

21A11

20A11

19A11

100'

101'-3"

110'

55.68 sq ft40.42 sq ft

ROOF ASSEMBLY TYPE 1:INTENSIVE GREEN ROOF, REFER TO DETAILS


FOLDING 4 PANEL DOOR SYSTEM(4R) - REF. DOOR/WIND. SCHED.


NOTE: SECTIONAL AREA OFFILL =

NOTE: SECTIONAL AREA OFCUT =

18" WX16"D CONCRETE GRADEBEAM THIS LOCATION SEEDETAILS

14" SQ. CONC. COL (EXPOSEDFINISH)

T.O. BEAM

T.O. BEAM

T.O. INT. SLAB

EXISTING GRADE

EXISTING GRADE

EXISTING GRADE

EXISTING GRADE

21

5 SECTION3/16" = 1'-0"

4 SECTION3/16" = 1'-0"

ISSU

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ING:

SECTION 1 DET

AILS

9/25/2009

H:\Active Jobs\G

amby\M

ain house\Draw


by permit.pln


GAMBY RES

IDEN

CE

KAHUNA ROAD

KAPA

A HI 967

46TM

K 4-4-6-04:LO

T 30

UNIT 1

A9

4X12 RIM TO SUPPORT CORNERS

2X10 FASCIA

MTL. DRIP EDGE /CAPFLASHING

3 1/8"X13 1/2" GLB TO 6X6POST W/ CCQ CONNECTOR

H2.5'S'S @ EA JOIST TO BEAM

#4 BALLAST (ASTMD448) O/60 MILEPDM ROOFING

2X CANT STRIPS @12" O.C.

SLOPE 1/8"/FT.

LINEAR SOFFIT VENT AT LEADINGEDGE OF 1/2" A/C PLY. WD. W/

CLEAR FINISH @ EXTERIOR4X8@ 24" O.C.

2'-2"

1'-0" M

IN.

6" M

IN5 1/2"

1 3/4"

1"

REFER TO SCHEDULE FORDOOR SIZE & TYPE

#4 BAR CONT. @ TOP EDGE OF SLAB

(2) #4 BARS CONT. @ B.O. SLAB & 'L'BARS AS SHOWN @ 48" O.C.

4X6'S @ 24" O.C. FLUSH W/4X6 BEAM @ PERIMETER

1/2" HW CLOSURE STRIP @ SLABEDGE AS SHOWN

EXPOSED SLAB FINISH

10 MIL CLASS 'A' VAPORBARRIER( STEGO WRAP ORSIM) CONT. TO B.O. FTG..

#4 BALLAST (ASTM D448) O/60 MIL EPDM U.V. TREATED MEMBRANE O/5/8" EXT. PLY O/RIPPED 2X CANT STRIPS @ 12" O.C.(PERP TORAFTERS)

4X4 POST TO UPPER ROOF

(2) MST1 36 STRAPS 4X4 TO BEAM BELOW (1EA SIDE OF POST)

EXTEND EPDM AS SHOWN & ADHERE TO POST

1/2" A/C PLY WD O/4X8'S @ 24" O.C.

4X10 HDR O/ DOOR, REFER TO SCHEDULEFOR DOOR INFORMATION

RE: 14/A13 FOR SIM. OH DETAILPROVIDE FLASHING COLLAR FOR ROOFINGTERMINATION @ POST

2

124

8

4

8

4

8

4

8

4

10

4X8'S @ 24" O.C.

4X4 POST TO 5 1/8"X13 1/2"GLB W/ CCQ

H8'S EA. RAFTER

2X10 FASCIA


#4 BALLAST (ASTMD448) O/60 MILEPDM ROOFING

5/8" EXT. PLY O/2X CANT STRIPS @12" O.C. (ROTATE90@ ROOF EDGE)

2X12 RIM

LINEAR SOFFIT VENT AT LEADINGEDGE OF 1/2" A/C PLY. WD. W/CLEAR FINISH @ EXTERIOR

7

SEE DOOR SCHEDULE FORDOOR TYPE THIS OPENING

4X4 POST @ DOOR JAMB

3/4" HW DECKING O. 2X8'S@ 16" O.C. (4X@ RIM, TYP)

3/4" HW FLOORING O/3/4"PLYWOOD SUBFLOOR

2X8'S @ 16" O.C. FLUSHFRAMED FLUSH TO B.O.

GLUELAM BEAM @ PERIMETER

5 1/8"X 7 1/2" GLUELAMBEAM O/ OPENING

SEE SCHEDULE FOR DOORTYPE & SIZE

HW3.25 TOP FLANGEHANGER

3.125X13.5 GLB

T.O. BEAM

1'-4"

REFER TO SCHEDULEFOR DOOR SIZE & TYPE



10 MIL CLASS 'A' VAPOR BARRIER O/ 4"GRAVEL DRAINAGE COURSE O/ GRADE

EXPOSED SLAB FINISH

3'-0"

6X6 POST CONT. THRU TOROOF

4X8@ 24" O.C.

1X4 HW RAIL CAP

4X8 BOLTED TO 6X6 POSTW/ (2) 1/2" BOLTS

2X4 FLAT TO RIM W (2)5/16" LAG SCREWS

MIN.

4X8'S @ 24" O.C.

3 1/8"X13 1/2" GLB T.0. WALL

H2.5 EA. RAFTER THISLOCATION, H8 EA RAFTER @

CANTILEVER BEYOND

9

4X12 BEAM

#4 BALLAST (ASTM D448)O/ 60 MIL EPDM O/ 5/8"

EXT. PLY

2X8 BLOCKING CENTEREDOVER 4X8'S

2X CANT STRIPS @ 12"O.C. PERP. TO JOISTS,

TYP.

4X8'S @24" O.C,RE:FRAMING PLANS

BLOCKING FLUSH TOEXT. W/SHEAR NAILING

TO PLYWOOD

8

12

4

12

4

2X8'S@12"O.C.THIS SECTION ONLY

108' (elev.)

SEE DOOR SCHEDULE FORDOOR TYPE THIS OPENING

1X4 HW RAIL CAP

(3) 2X8 HEADER

2X6'S @ 16" O.C. FLUSHFRAMED TO 4X6 @ PERIMETER

3/4" HW DECKING

3/4" HW FLOORING O/3/4"PLYWOOD SUBFLOOR

1X4 SLATS @ 5 1/4" O.C.

2X6'S @ 16" O.C. FLUSH FRAMEDTO 4X6 @ PERIMETER

4X6 @ PERIMETER TOWALL W/ HUC46

B.O. FLOOR FRAMING

2

8

99'-4 1/2"

1'-6"

10"

(2) #4 BARS CONT. @ B.O.SLAB & 'L' BARS AS SHOWN @

48" O.C.

(1) #4 BAR TOP & BOTTOM

REFER TO 3/S1 FOR TYP.STONE COL. BASE DETAIL

4X6 BEAM TO FTG.

T.O CONC.

1'-4"

SCREEN DOOR, REFERTO SCHEDULE FORDOOR SIZE & TYPE



15 MIL VAPOR BARRIER O/ 4" GRAVELDRAINAGE COURSE O/ GRADE

EXPOSED SLAB FINISH

1

10

5

4

6

11

8

2 3

7

9

12

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by permit.pln


GAMBY RES

IDEN

CE

KAHUNA ROAD

KAPA

A HI 967

46TM

K 4-4-6-04:LO

T 30

UNIT 1

A10

100'

101'

2"3'-0"

6" M

IN.

1'-4"

4" CONC. SLAB W/ 6X6WELDED WIRE FABRIC O/ASDM A96 10 MIL VAPORBARRIER O/ORIGINAL GRADE

6" PERFORATED DRAIN W/GRAVEL SURROUND - PLACEGRAVEL IN GEOTEXTILEFILTER FABRIC, TYP.

(2) #4'S EA. WAY W/CROSS-TIES @ 48" O.C.

(1) #4 W/ CROSS-TIES @ 48" O.C.

VINLY TUBE EDGE @GRAVEL

T.O. SLAB

T.O. CURB

1'-4"

1'-6"

100'


4" CONC. SLAB =,REFER TO FOUND PLANFOR REQUIREMENTS

(1) #4 CONT. @ TOPOF SLAB

1/2" STRUCURAL ISHEATHING O/2X6 @ 16"O.C. RE: FOUND. PLANFOR SHEAR WALLSLOCATIONS

T.O. SLAB

8" TYP.4X12 RIM TO

SUPPORT CORNERS

2X10 PAINTED FASCIA

MTL. DRIP EDGE/CAP FLASHING

3 1/8"X13 1/2" GLB TO 6X6POST W/ CCQ CONNECTOR

H2.5'S'S @ EA JOIST TOBEAM

#4 BALLAST (ASTM D448) O/60 EPDM MEMBRANE

UP & OVER RIMO/5/8" EXTERIOR PLYWOOD O/2X CANT STRIPS @ 12" O.C.

(PERP. TO RAFTERS) O/1/2" A/C PLY. WD. O/

4X8 DOUG. FIR.RAFTERS @ 24" O.C.


1/2" AC PLY W/ CLEARFINISH @ EXTERIOR

SLOPE 1/8"/FT.

EXTENND PLYWOOD UPTO4X8 RAFTER* PROVIDE(2) ROWS 10d NAILS @ 6"

O.C. CONT.

F

109'-1 1/2"

6"

3'-0"

3 1/8" X 13 1/2" GLBFLUSH TO BOT. OF 2X8'S

2X8'S @ 16" O.C.

1X4 SLATS @ 5" O.C. - BOT.OF 2X8'S & UP GUARDRAIL

2X4 HANDRAIL MOUNTEDTO FLAT 2X4 BALUSTERLAGGED TO GLB

T.O. BEAM

B

MIN. A

.F.F.

4X12 RIM TO SUPPORTCORNERS

2X10 PAINTED FASCIA


3 1/8"X13 1/2" GLB NOTCH TOACCEPT 4X12 RIM

H2.5'S'S @ EA JOIST TO BEAM

#4 BALLAST (ASTM D448) O/60 EPDM MEMBRANEUP & OVER RIMO/5/8" EXTERIOR PLYWOOD O/2X CANT STRIPS @ 12" O.C.(PERP. TO RAFTERS) O/1/2" A/C PLY. WD. O/4X8 DOUG. FIR.RAFTERS @ 24" O.C.



EXTEND PLYWOOD UP TO4X8 RAFTER PROVIDE (2)ROWS 10d NAILS @ 6" O.C.CONT.

CAP FLASHING @ BEAMEND (TYP.)

ED

14

16 15

18

17

13

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by permit.pln


GAMBY RES

IDEN

CE

KAHUNA ROAD

KAPA

A HI 967

46TM

K 4-4-6-04:LO

T 30

UNIT 1

A11

#4 BALLAST (ASTM D448) O/60 MIL EPDM U.V. TREATED MEMBRANE O/5/8" EXT. PLY O/RIPPED 2X CANT STRIPS @ 12" O.C.(PERPTO RAFTERS) O/1/2" A/C PLY WD O/4X8'S @ 24" O.C.

2X12 FASCIA



4X8'S @ 2'-0" O.C.PAINTED EXTERIOR 5/8" PLY. WD.

JALOUSIE WINDOW (SEE WINDOW SCHED.)

TOP HUNG SURFACE SLIDER (SEE WINDOW SCHED.)

1/2" GYP. BD.

F

2

12

2

8

4

12

110'-7 1/2"

2X12 FASCIA



SLOPE 1/8"/FT.

1/2" AC PLY W/ CLEAR FINISH@ EXTERIOR

GROWING MEDIUM O/FILTER FABRIC O/

DRAINAGE GRAVEL COARSE O/ROOT BARRIER O/

60 EPDM MEMBRANE O/5/8" EXTERIOR PLYWOOD O/

2X CANT STRIPS @ 12" O.C. (PERP. TORAFTERS) O/

1/2" A/C PLY. WD. O/4X8 DOUG. FIR. RAFTERS @ 24" O.C.

2

8

2

12

T.O. RAFTER


1/2" AC PLY W/ CLEARFINISH @ EXTERIOR

GROWING MEDIUM O/FILTER FABRIC O/DRAINAGE GRAVEL COARSE O/ROOT BARRIER O/60 EPDM MEMBRANE O/5/8" EXTERIOR PLYWOOD O/2X CANT STRIPS @ 12" O.C. (PERP.TO RAFTERS) O/1/2" A/C PLY. WD. O/4X8 DOUG. FIR. RAFTERS @ 24" O.C.

5 1/8"X13 1/2" GLB

4X8 DOUG FIRRAFTERS @ 2' O.C.

2

8

4

6

4

6

B C

2

8

92'-1"

5/8" EXTERIOR PLY. WD.SIDING PAINTED O. 2X4'S

@ 16"O.C.

1/2" GYP. BD. PAINTED

SITE BOULDERS USEDFOR RETAINING

1/2"X10" AB'S @ 4'O.C.,REFER TO FOUND PLANFOR CORNER ANCHORS

T.O. SLAB

1'-4"

1'-4"

100' (elev.)

103' (elev.)

2"3"

4 1/4"

2'-0" 1'-4"

1'-0"

6"

SITE BOULDERSUSED FOR RETAINING

6X6 COLUMN BEYOND


4" CONC. SLAB W/ 6X6WELDED WIRE FABRIC O/ASDM A96 10 MIL VAPORBARRIER

6" PERFORATED DRAIN W/GRAVEL & FILTER FABRIC,RE:FOUND. PLAN FORDRAIN ELEVS

(1) #4 W/ CROSS-TIES @ 48" O.C.

T.O. SLAB

T.O. RETAINING

101'-3"

2X12 FASCIA



GROWING MEDIUM O/FILTER FABRIC O/

DRAINAGE GRAVEL COARSE O/ROOT BARRIER O/

60 EPDM MEMBRANE O/5/8" EXTERIOR PLYWOOD O/

2X CANT STRIPS @ 12" O.C. (PERP.TO RAFTERS) O/

1/2" A/C PLY. WD. O/4X8 DOUG. FIR. RAFTERS @ 24" O.C.

LINEAR SOFFIT VENT AT LEADING EDGE OF1/2" A/C PLY. WD. W/ CLEAR FINISH @

EXTERIOR

SLOPE 1/8"/FT.

5 1/8"W X 15"H GLB.

2

10

4

8

T.O. BEAM

G

4

8

4

8

4

8 101'-3" (elev.)

2X CANT STRIPS @ 12"O.C.

GROWING MEDIUM O/FILTER FABRIC O/DRAINAGE GRAVEL COARSE O/ROOT BARRIER O/60 EPDM MEMBRANE O/5/8" EXTERIOR PLYWOOD O/2X CANT STRIPS @ 12" O.C. (PERP. TORAFTERS) O/1/2" A/C PLY. WD. O/4X8 DOUG. FIR. RAFTERS @ 24" O.C.

5 1/8"W X 15"H GLB.

(2) #3 STIRRUP TIES @T.O. COL.

(1 OF 4) #5 BARSCONT. VERT

CBSQ66-SDS2 BEAM TOCOL. AS SHOWN

BLOCKING CONT. O/BEAM

H

4

8

T.O. BEAM

4

8

1'-6"

1'-4"

1'-2"

(2) #5 BARS CONT. T.O. GRADEBEAM THIS EDGE ONLY

14" SQ. CAST IN PLACE CONC.COLUMN (EXPOSED FINISH)

(2) #5 BARS CONT. @ B.O.SLAB THIS EDGE ONLY

(1 OF 4) #6 'L' BARS(36L"X60H") W/ BOT.BENDPARALLEL W/ GRADE BEAM,TYP.

(1 OF 4) #5 BARS VERT CONT. TOT.O. COLUMN

PROVIDE (2) #3 STIRRUPTIES TOP & BOT. AND (1) @36" O.C. VERT.

#3 STIRRUP TIES @ 32" O.C.

2725

26

22

2324 21 20

19

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by permit.pln


GAMBY RES

IDEN

CE

KAHUNA ROAD

KAPA

A HI 967

46TM

K 4-4-6-04:LO

T 30

UNIT 1

S1

2S1

3S1

11'-6"

5'-2"

1'-4"

3'-0"

1'-4" 2'-8"

6'-4" 13'-0"

1'-4"8

"2'-8"

1'-4"

8" 14'-4" 4"

1'-4"

2'-8"

6"2'-0"

21'-6" 13'-0" 14'-4" 12'-8" 11'-8" 12'-0" 14'-0" 17'-4"

1'-0" 3'-0"

1'-4"

26'-4

"25

'-4"

4'-0"

9'-4"

4'-8"

4'-0"

14'-4

"

2 3/4" 2'-9 1/4"

1'-9"

8"

85'-2"

10"

1'-2" 12'-7"

15'-7"

2'-2"

10'-1

0"2'-2"

4'-8"

1'-1"

1'-1"

1'-4"

92'-2" T.O. SLAB

T.O. SLAB92'-1"

99'-3 3/4"

92'-9 3/4"

1S2

1S2

(2) #4'S EA. WAY W/CROSS-TIES @ 48"O.C.

24" WX12"DTHICKENDED SLAB @ GL'C'

16"WX16"D THICKENEDSLAB EDGE W/ (2) #4'S

CONTINUOUS ANDCROSS TIES @ 48"

O.C..

8"WX12"D THICKENEDEDGE W/ (1) #4 CONT. @PERIMETER

REFER TO SHEARWALL SCHEDULE FORANCHOR REQUIREMENTS, TYP.

1/2' ANCHOR BOLTS @EDGE OF OPENINGS &(1) ADDITIONAL @ 1/2DISTANCE BTWN , TYP.

10"W X12"H CIPCONC. WALL ALONGGL 'A' RE: DETAILS

18" DX18"HCONT. FTG.

24"WX24"D FTG. @DOWNHILL SIDE OFSTRUCT. RE: DETAILSFOR REINFORCEMENT

STONE COLUMNBASE,TYP, MIN BEARING

AREA [email protected] STONE

@ GL 'B'

T.O. PIPE THISLOCATION 98'-8"

14" SQ. CIP CONC.COLUMN W/ (4) #5BARS VERT. SEE DETAILS

14" SQ. CIP CONC. COLUMNW/ (4) #5 BARS VERT. & #3TIES @ 48" O.C. SEE BELOWFOR ALTERNATES (OWNEROPTION)

26"WX16" D GRADE BEAMTHIS LOCATION

14" SQ. CIP CONC.COLUMN W/ (4) #5BARS VERT, SEE DETAILS

18"WX16"D GRADE BEAMTHIS EDGE ONLY REFER TODETAILS FORREINFORCING SCHEDULE

1.PLACE ALL SLABS AND FOOTINGS OVER ORIGINAL GRADE OR FILL COMPACTED TO 95% DRY DENSITY

2. PLACE ALL INTERIOR SLABS OVER 10MIL CLASS 'A' (ASTM A96) VAPOR BARRIER (STEGOWRAP OR SIM.) OVER 4" GRAVEL DRAINAGE COURSE

3. REFER TO PLANS FOR ALL CAST IN PLACE FRAMING ANCHORS PRIOR TO POURING SLABS OR FOOTINGS.

4. ALL CONCRETE SHALL BE 150 LBS PER CUBIC FOOT DENSITY & SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI AT 28 DAYS

5. ALL REBAR SHALL BE FREE OF BENDS OR KINKS AND SHALL BE FREE OF ANY MATERIAL WHICH WOULD REDUCE BOND. ALL SPLICES INCONTINUOUS RE-INFORCING IN WALLS OR FOOTINGS SHALL BE LAPPED 40 BAR DIAMETERS. ALL REINFORCING SHALL BE FIRMLY TIED IN PLACEWHEN THE CONCRETE IS POURED.

6. MINIMUM CLEAR COVER OVER REINFORCING AS FOLLOWS:

A. CONCRETE AGAINST EARTH (UNFORMED) B. CONCRETE AGAINST EARTH (FORMED) C. ALL OTHER CONCRETE

7. SIZE AND SPACING OF REINFORCEMENT SHALL BE AS INDICATED ON SCHEDULE OR DETAILS.

8. TREAT ALL SOIL BELOW SLABS & FOOTINGS WITH APPROVED TERMITE RESISTANT SOIL TREATMENT. BACKFILL ALL AREAS INCLUDING SUB-SLAB PLUMBING TRENCHES WITH TERMITE TREATED SOIL FREE OF ORGANIC MATERIAL.

9. B.O. FOOTINGS TO BE 12" MIN. BELOW FINISHED GRADE AT ONE STORY, 18" BELOW FINISHED GRADE AT TWO STORIES, TYPICAL. MAINTAINMIN. 6" CLEAR BETWEEN FINISHED GRADE AND B.O. WOOD WALL/POST, TYP. RAISE FINISH GRADE AS NEEDED TO ACHIEVE REQUIRED DEPTHS.

GENERAL NOTES: FOUNDATION

3"2"2"

FTG.

(2) HD

U4'S TO 6X6

RE: 3/S1

HDU4-SDS2.5

TO 6X6 POST

91'-7"

4" SLAB ON GRADESEE GENERAL NOTES FOR

PLACEMENT REQUIREMENTS

HDU4-SDS2.5

TO 6X6 POST

HDU4-SDS2.5

TO 4X4 POST

HDU4-SDS2.5

TO 4X4 POSTHDU4-SD

S2.5

TO 4X6 POST

HDU4-SD

S2.5

TO 4X6 POST

STHD10

TO 4X4 POST

STHD10

TO 4X4 POST

STHD10

TO 4X4 POST

STHD10

TO 4X4 POST

C-8

E-8

8-E

9-A

9-B

8-B

T.O. SLAB

A-8

C-8

E-8

8-E

9-B

9-D

8-B

SHEARWALLNAME

BOTTOMTIE

O.C. NAIL @PANEL EDGES

HDU11

HDU8

HDU4

BOTTOMANCHOR

SB 1X30

SB X24

HDU4

HDU4

HDU8

HDU4

SSTB16

SSTB16

SSTB16

SB X24

SSTB16

10d @ 3"

10d @ 3"

10d @ 6"

10d @ 4"

10d @ 6"

10d @ 6"

10d @ 6"

(2) HD

U4'S TO 6X6

RE: 3/S1

(2) HD

U4'S TO 6X6

RE: 3/S1

(2) HD

U4'S TO 6X6

RE: 3/S1

(2) HD

U4'S TO 6X6

RE: 3/S1

(2) HD

U4'S TO 6X6

RE: 3/S1 (2)

HDU4'S TO 6X6

RE: 3/S1

(2) HD

U4'S TO 6X6

RE: 3/S1

6" PERF. DRAINPIPE SLOPE 1/4"/FT.

10. PROVIDE FLUID APPLIED BITUMINOUS WPMEMBRANE AT ALL LOCATIONS WHERE EXTERIORGRADE IS HIGHER THAN INTERIOR FLOOR SURFACE.BACKFILL W/6" MIN. GRAVEL COURSE AGAINST WALL.

11. REINFORCE ALL SLABS ON ORIG. GRADE W/ 6X6W1.4XW1.4 WELDED WIRE FABRIC, PLACE ONCHAIRS 2" BELOW SURFACE PRIOR TO POUR (NOSTEPPING IN OR HOOKING) LAP MESH 12"

(2) HD

U4'S TO 6X6

RE: 3/S1

ALT. 1:CONC.COL. CONTINUOUSTO B.O. BEAM (109'-0")SEE DETAIL

ALT. 2:T.O. CONC. @ 101'-6" W/6X6 POST ABV, SEEDETAIL

T.O. FTG.

T.O. FTG.

T.O. GRADE BEAM

1A7

1A7

2A7

2A7

4A8

4A8

5A8

5A8

3A7

3A7

A-8

6" PERF. DRAINPIPE SLOPE1/4"/FT.

6" PERF. DRAINPIPE SLOPE 1/4"/FT.6" PERF. DRAINPIPE SLOPE 1/4"/FT. 6" PERF. DRAINPIPE SLOPE 1/4"/FT.SLOPE 1/4"/FT.

A A

B B

C C

D D

E E

F F

2

2

3

3

4

4

5

5

6

6

7

7

8

8

9

9

1

1

G G

H H

1S3

1S3

3'-10"

3'-6"

3'-0" 3'-0 1/2" 1'-5 1/2" 6"

3'-3 1/4"

3'-10 3/4" 3'-4 1/4"

5 3/4"

3 3/4"

1 3/8"

2 1/8"

1'-5 1/2"

6 3/4"

2'-6"

2 1/8"

1 3/8" CL AN

CHOR

2"

5/8"

6"

10"

4 7/8" CL ANCHOR

100'-10"

101'-7"

HDU8 HOLD-DOWN TO 4X4 POSTW/SB X24 ANCHOR EA. END OFSHEAR WALLS THIS LOCATON

F.O. SLAB BELOW

CENTER POSTOF SPIRAL

STAIR

GL TO CL SHEAR WALL

SHEAR WALL C-8

SHEA

R WAL

L 8-B

T.O. CONC.

T.O. CONC.

8

B

C

HDU4 EA. SIDE OF POST

(1 OF 2) 5/8" DIA. THREADED RODANCHORS DRILLED & SET INEPOXY

6X6 OR 8X8 POST CONT. TO ROOF,VARIES BY LOCATION

PLACE ROCK IN 4" SANDCUSHION FOR EVEN BEARING

ROCK FOOTING FROM SITE MIN6000 LBS (@4.5'X3'X3')

SIMP CPS6/CPS7 STANDOFF BASE

1 FOUNDATION3/16" = 1'-0"

2FOUND. DETAIL @ STAIR/FIREPLACE

1/2" = 1'-0"

3STONE COLUMN BASE DETAIL

1/2" = 1'-0"

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AMING

9/25/2009

H:\Active Jobs\G

amby\M

ain house\Draw


by permit.pln


GAMBY RES

IDEN

CE

KAHUNA ROAD

KAPA

A HI 967

46TM

K 4-4-6-04:LO

T 30

UNIT 1

S2

(1) H

8 EA

.RA

FTER

@ GL '5'

(1) H

8 EA

.RA

FTER

@ GL '6'

1S2

1S2

1A7

1A7

2A7

2A7

4A8

4A8

5A8

5A8

3A7

3A7

8"

2X CANT STRIPS @12" O.C., TYP. (NOTSHOWN) SEEDETAILS

2X CANT STRIPS @12" O.C., TYP. (NOTSHOWN) SEEDETAILS

NOTE: ALT. 1 AS SHOWNW/ BEAM TO 14" SQ.CONC. COLUMN

5 1/8" BY 13 1/2" GLBB.O. BEAM = 108'-10 1/2"

4X8'S @ 24"O.C.

4X8'S @ 24"O.C. 4X8'S @ 24"O.C.

5 1/8"x 12" GLB BLWB.O. BEAM = 109'-0"

3 1/8" BY 12" GLB BLW.B.O. BEAM = 109-0"

5 1/8"X1

5" GLB

BLW

5 1/8"X1

5" GLB

BLW

(1) H8 EA. RAFTER @ THIS BEAM

(1) H8 EA. RAFTER @ THIS BEAM

(2) H2.5A'S EA.RAFTER @ GL 'F'

(1) H8 EA. RAFTER@ GL 'B'

(1) H2.5 EA.RAFTER @ GL 'C'

(2) MST 48'S

4X4&2X4 POST BLW

4X10

'S @

24"O.C.

4X8'S @ 24"O.C.

2X8'S @ 16"O.C.HUNG FROM GLB

(1) H2.5A EA. RAFTER @ THIS BEAM

5 1/8" BY 7 1/2" GLB

FACE MOUNT

(2) 1/2" BO

LTS

HW3.25TF HANGER

3 1/8" BY 13 1/2" GLB

4X8 BE

AM BLW

.

4X8 FLUSH

4X8 FLUSH

3 1/8" BY 12" GLB BLW.B.O. BEAM = 109'-0"

5 1/8" BY 13 1/2" GLBB.O. BEAM = 108'-10 1/2"

5 1/8" BY 13 1/2" GLBB.O. BEAM = 108'-10 1/2"

(2) MST 48'S

4X4&2X4 POST BLW

(2) MST 48'S

4X4&2X4 POST BLW

MST 27

4X4&2X4 BLW

5 1/8" BY 13 1/2" GLBB.O. BEAM = 108'-10 1/2"

5 1/8" BY 13 1/2" GLBB.O. BEAM = 108'-10 1/2"

5 1/8" BY 13 1/2" GLBB.O. BEAM = 108'-10 1/2"

GENERAL NOTES - FRAMING 1. USE METAL FASTENERS AT ALL BEAMS TO SUPPORT MEMBERS REFER TO 2008 SIMPSON STRONG TIE CATALOG FOR METAL CONNECTORDESIGNATIONS ON PLANS. FOLLOW ALL INSTALLATION INSTRUCTIONS & PROVIDE NAIL TYPES & QUANTITIES REQ'D FOR MAXIMUM LOADING AT ALLSPECIFIED HANGERS. SEE GENERAL NOTES ON ROOF FRAMING PLANS FOR TYPICAL CONNECTOR TYPES & LOCATIONS.

2. ALL NAILING TO BE IN COMPLIANCE WITH 2003 IRC TABLE 602.3

3. ALL GLUE-LAMINATED MEMBERS TO BE VG WEST DOUG-FIR OF GRADE 24F-V4 UNLESS OTHERWISE NOTED ON PLANS. STRUCTURAL PROPERTIES ASFOLLOWS:

Fb = 2400 PSI Fv = 190 PSI E = 1.8 MILLION

4. ALL SOLID SAWN MEMBERS TO BE DOUG-FIR LARCH #2 UNLESS OTHERWISE NOTED ON PLANS

5. HEADERS: USE THE FOLLOWING HEADERS UNLESS OTHERWISE NOTED ON PLANSAT 2X6 WALLS - (2) 2X10 W/ 2X3 BLKG.AT 2X4 WALLS - (2)2X10'S OR (1) 4X10

LCB6614" COL. BELOW

4X10 NO.1 HDRTYP. @ GL 'F'

FACE MOUNT

(2) 1/2" BO

LTS

HUC48

UP-DN

3" BEAM POCKET

MSTC40 FLR TO FLR

3 1/8" BY 12

" GLB

B.O. BEA

M = 109

'-8 1/4"

3 1/8" BY 12

" GLB

B.O. BEA

M = 109

'-8 1/4"

4x12 FLUSH HDR 4x12 FLUSH HDR

MSTC40

TO 4X4

MSTC40

TO 4X4

MSTC40

TO 4X4

MSTC40

TO 4X4

MSTC40

FLR T

O FLR

B.O. BEAM = 108'-0"

3 1/8" BY 13 1/2" GLB

B.O. BEAM = 108'-0"

LCB6614" COL. BELOW

LCB4414" COL. BELOW

LCB6614" COL. BELOW

ALT. 2:BEAM TO 6X6 POSTBELOW W/ CCQ5-6SDS2.5 SEE DETAILS (4LOCATIONS TOTAL)

VERIFY ALTERNATEOPTION WITH OWNER

LCB66

14" COL. BELOW

LCB66

14" COL. BELOW

6X6 BLW

CCQ5-6SDS2.56X6 BLW

ECCQ5-6SDS2.5

6X6 BLW

ECCQ5-6SDS2.56X6 BLW

CCQ5-6SDS2.5

6X6 BLW

CCQ5-6SDS2.5

HUC410

TO GLB

HUC410TO GLB

A A

B B

C C

D D

E E

F F

2

2

3

3

4

4

5

5

6

6

7

7

8

8

9

9

1

1

G G

H H

1S3

1S3

CCQ5-6SDS2.5 6X6 BLW

FLOOR/ROOF FRAMING3/16" = 1'-0"

8

6 7/8"2'-6"

101'

102'-10 1/2" (elev.)

110'

111'-6 1/2"

115'-7 1/2"

116'-10 1/2"

HDU11-SDS2.5 TIE-DOWNTO 4X6 END POST

MSTC 40 FLR. TO FLR. NOTE:NAIL STRAP TO OPP. SIDE OFWALL TO AVOIDINTERFERENCE W/ PANELNAILING

MSTC 40 FROM 4X6OVER 4X12

MSTC 40 4X12 TO TOP PLATE.

4X12 BEAMS W/ 4X12BLKG BTWN THISLOCATION

6X6 POST CONT. TO ROOF

1" DIA. SB30 ANCHORBOLT (EMBED 25" MIN)

T.O. SLAB BEYOND

EXTEND SHEATHINGTO B.O. ROOF PLY

1/2" STRUCTURAL I PLYWOODSIDING W/10D NAILS @ 3" O.C.@ SEAMS & PANEL EDGES,12" O.C. IN FIELD

10d NAILS @ 4" O.C. CONTACROSS BLKG. & RAFTERS @T.O. WALL

BLOCKING TO ACCOMODATE REQ'DNAILING @ PANEL EDGES

(3) 2X8 HDR

4X6

6X6

HEAD HEIGHT

SILL HEIGHT

T.O. STEM WALL

TO CL BOLT

SILL HEIGHT

HEAD HEIGHT

T.O. BEAM

TO CL BOLT

1WALL FRAMING ELEV.

3/4" = 1'-0"

47.38 sq ft

ISSU

E:

DRAW

ING:

9/25/2009

ISSU

E:

DRAW

ING:

ROOF FR

AMING

9/25/2009

H:\Active Jobs\G

amby\M

ain house\Draw


by permit.pln


GAMBY RES

IDEN

CE

KAHUNA ROAD

KAPA

A HI 967

46TM

K 4-4-6-04:LO

T 30

UNIT 1

S3

1A7

1A7

2A7

2A7

4A8

4A8

5A8

5A8

3A7

3A7

(1) H

8 EA

RAF

TER @

GL '9'

H2.5'S EA

. RAF

TER TO BEA

M THIS LOCAT

ION

(1) H

8 EA

RAF

TER @

GL '9'

2X CANT STRIPS @ 12"O.C., TYP. (NOTSHOWN) SEE DETAILS

4X12

BEA

M BLW

4X8'S @ 24"O.C.

3 1/8" BY 13

1/2" G

LB BLW

5 1/8" BY 13

1/2" G

LB

3 1/8" BY 13

1/2" GL

B BL

W.

5 1/8" BY 13

1/2" G

LB

4X6'S @ 24"O.C.

4X8'S @ 24"O.C.

4X12

BEA

M BLW

4X12

BEA

M BLW

4X12

BEA

M BLW

TIE-DOWNS AT GL7- (1) H8 EA.

RAFTER

TIE-DOWNS AT GL 8- (1) H2.5A EA.

RAFTER

CCQ5-8SDS2.5

8X8 POST BLW

4X12 RIM FLUSH

4X12 RIM FLUSH

2X12

RIM

FLU

SH

3 1/8" BY 13

1/2" G

LB BLW

CCQ5-6SDS2.5

6X6 POST BLW

CCQ5-6SDS2.5

6X6 POST BLW

MSTC40

6X6 POST BLW

CCQ3-6SDS2.5

6X6 POST BLW

CCQ3-6SDS2.5

6X6 POST B

LW

MSTC40

4X6 POST B

LW

MSTC404X6 POST BLW

MSTC40

4X6 POST B

LW

MSTC40

6X6 POST B

LWMSTC40

4X6 POST BLW

4X12 RIM FLUSH

4X12 RIM FLUSH

A A

B B

C C

D D

E E

F F

2

2

3

3

4

4

5

5

6

6

7

7

8

8

9

9

1

1

G G

H H

4X12

RIM

FLU

SH

8

4 13/16" 3'-2 5/16"

1'-0 1/2"

110'

103'-3 1/2"

111'-6 1/2"

116'-10 1/2"

100'

HDU4-SDS2.5 TIE-DOWN TO4X6 END POST W/ SSTB16

ANCHOR BOLT

MSTI 48 FLR. TO FLR.

MSTC 40 FLR. TO FLR. (APPLY @INT. SIDE OF WALL TO AVOID

PANEL NAILS

MSTC 40 FROM 4X6 INWALL UP OVER 4X12BEAMS AS SHOWN

MSTC 40 T.O. 4X12 BEAM TOTOP PLATE OF WALL

4X12 BEAMS, SEE ROOFFRAMING PLAN

4X8 TO WALL W/ HUC46 HGRTHIS LOCATION (AFTER

SHEATHING)

REFER TO NAILING SCHEDULEON SHEET S-1 FOR PANEL

EDGE NAILINGREQUIREMENTS

EXTEND WALL SHEATHING UPPAST 4X8 RAFTER TO B.O. HORIZ.

PLYWOOD

(3) 2X8 RIM

4X12 POCKET IN WALL4X

6

4X6

SILL HEIGHT

SILL HEIGHT

T.O. SLAB

TO CL BOLT

MIN

.

T.O. WALL

T.O. BEAM

TO CL BOLT

ROOF FRAMING3/16" = 1'-0"

1WALL FRAMING ELEV.

3/4" = 1'-0"

ISSU

E:

DRAW

ING:

9/25/2009

ISSU

E:

DRAW

ING:

ELEC

TRICAL

PLA

NS

9/25/2009

H:\Active Jobs\G

amby\M

ain house\Draw


by permit.pln


GAMBY RES

IDEN

CE

KAHUNA ROAD

KAPA

A HI 967

46TM

K 4-4-6-04:LO

T 30

UNIT 1

E1

D

W

F

16 x 6" = 8'-0

"

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

DW

1S2

1S2

1A7

1A7

2A7

2A7

4A8

4A8

5A8

5A8

3A7

3A7

40" H BUILT-UP SILL

WP

WP

WP

WP

WP

WP

WP

A A

B B

C C

D D

E E

F F

2

2

3

3

4

4

5

5

6

6

7

7

8

8

9

9

1

1

G G

H H

220

11Rx9 1/2" = 8'-8 1/2"

2

3

4

5 6

7

8

9

10

11

1S3

1S3

ABV

ABV

ABV

ABVABV-GFI

ABV-GFI

GFI

ABV-GFI

ABV-GFI

ABV

ABV ABV

ABV

GFI

ABV-GFI

ABV

ABV

ABV ABV

ABV

UP TO LOFT

ABV

ABVABV ABV-GFI

3

3

WALL MOUNT

3

LOW VOLTAGELANDSCAPELIGHTING


3

T

33


33 3

3

3

3

3

3

3 3

3

TT

33

33

3

3

3

MOVEMENTSENSOR

ELEC

'LPA

NEL

220V

1S2

1S2

11Rx9 1/2" = 8'-8 1/2"

2

3

4

5 6

7

8

9

10

11

1S3

1S3

3

1A7

A

B

C

D

E

F

2A7

8 9

1 1ST FLOOR ELECTRICAL3/16" = 1'-0"

2 2ND FLOOR ELECTRICAL3/16" = 1'-0"

220

ELECTRICAL PANEL

CABLE TELEVISION OUTLET

54" CEILING FAN

TELEPHONE/DATA OUTLET

QUADRAPLEX ELECTRICAL OUTLET (110v)

LIGHTING / ELEC. LEGEND

DUPLEX ELECTRICAL OUTLET (110V)

220 VOLT POWER OUTLET

DUPLEX OUTLET ABOVE COUNTERABV

DUPLEX OUTLET BELOW

FLOOR OUTLET (CAST IN SLAB)

4-GANG SWITCH (ROCKER TYPE)

DOUBLE GANG SWITCH (ROCKER TYPE)

SINGLE PURPOSE (DEDICATED)

BS

WALL MTD. INTERIOR

WALL MTD. EXTERIOR DOWNLIGHT

EXTERIOR SCONCE LIGHT TBD

LOW VOLTAGE MAGNETIC LIGHTINGTRANSFORMER (MTD. OVER SOFFIT, TYP)PROVIDE DEBUZZING COILS

T

UNDER CABINET

CEILING LAMP

LOW VOLTAGE LINE W/ LAMP

6" RECESSED CAN LIGHT

UNDERWATER LIGHT (POOL)

ROPE LIGHT (LOW VOLTAGE)

VENTILATION FAN (NO LIGHT)

SMOKE DETECTOR (MOUNT VERTICALLY)SD

FAN/LIGHT COMBO

WATERPROOF FACE PLATE TRACK LIGHT

FLUORESCENT

CON DOCST1 TITLE SHEETT2 DOOR & WINDOW SCHEDULEA1 SITE PLANA2 FLOOR PLANA3 LOFT/LOWER ROOF PLANA4 ROOF PLAN UPPERA5 ELEVATIONSA6 ELEVATIONSA7 SECTIONSA8 SECTIONSA9 SECTION 1 DETAILSA10 SECTION 2 DETAILSA11 SECTION 4 DETAILSS1 FOUNDATION PLANS2 FLOOR/ROOF FRAMINGS3 ROOF FRAMINGE1 ELECTRICAL PLANS

Gamby Residence Construction Docs

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