h~dhhl.hawaii.gov/wp-content/uploads/2015/11/8-addendum-no... · 2015. 11. 8. · c. provide 3011...

29
DEPARTMENT OF HAWAllAN HOME LANDS STATE OF HAWAII NOVMEBER 19,2015 ADDENDUM NO. 2 TO PLANS, BID FORM, SPECIFICATIONS, CONTRACT AND BOND FOR 2-BEDROOM HOUSE RENOVATION (LOT 58-B-1) AND 3-BEDROOM HOUSE RENOVATION (LOT 131-A-3) HILO, COUNTY OF HAWAll, HAW All RFQ NO.: IFB-16-HHL-005 NOTICE TO ALL PROSPECTIVE BIDDERS This addendum is hereby made a part of the PLANS, BID FORM, SPECIFICATIONS, CONTRACT AND BOND for the WAIMANALO DETENTION BASIN CLEARING, WAIMANALO, OAHU, HAWAll, and it shall amend the said contract documents as detailed within this Addendum document. AEI?ROVED: Sakamoto, LDD Acting Administrator Department of Hawaiian Home Lands Date: November 19,2015 Please detach, execute, and return immediately, the receipt below, to the Department of Hawaiian Home Lands, Hale Kalanianaole, 91-5420 Kapolei Parkway, Kapolei, Hawaii or transmit facsimile to (808) 620-9299. Receipt of Addendum No. 1 for the 2-BEDROOM HOUSE RENOVATION AND 3-BEDROOM HOUSE RENOVATION, HILO, COUNTY OF HAWAil, HAWAil, is hereby acknowledged. Signed ____________ _ Title ____________ _ Firm _____________ _ Date ____________ _

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Page 1: h~dhhl.hawaii.gov/wp-content/uploads/2015/11/8-Addendum-No... · 2015. 11. 8. · c. provide 3011 felt below all plate resting on concrete or masonr't d. timber connectors shall be

DEPARTMENT OF HAW AllAN HOME LANDS STATE OF HAWAII

NOVMEBER 19,2015

ADDENDUM NO. 2

TO

PLANS, BID FORM, SPECIFICATIONS, CONTRACT AND BOND

FOR

2-BEDROOM HOUSE RENOVATION (LOT 58-B-1) AND

3-BEDROOM HOUSE RENOVATION (LOT 131-A-3)

HILO, COUNTY OF HAW All, HAW All

RFQ NO.: IFB-16-HHL-005

NOTICE TO ALL PROSPECTIVE BIDDERS

This addendum is hereby made a part of the PLANS, BID FORM, SPECIFICATIONS, CONTRACT AND BOND for the WAIMANALO DETENTION BASIN CLEARING, WAIMANALO, OAHU, HAW All, and it shall amend the said contract documents as detailed within this Addendum document.

AEI?ROVED:

(_---h~ ~orman Sakamoto, LDD Acting Administrator

Department of Hawaiian Home Lands

Date: November 19,2015

Please detach, execute, and return immediately, the receipt below, to the Department of Hawaiian Home Lands, Hale Kalanianaole, 91-5420 Kapolei Parkway, Kapolei, Hawaii or transmit facsimile to (808) 620-9299.

Receipt of Addendum No. 1 for the 2-BEDROOM HOUSE RENOVATION AND 3-BEDROOM HOUSE RENOVATION, HILO, COUNTY OF HA WAil, HA WAil, is hereby acknowledged.

Signed ____________ _ Title ____________ _

Firm _____________ _ Date ____________ _

Page 2: h~dhhl.hawaii.gov/wp-content/uploads/2015/11/8-Addendum-No... · 2015. 11. 8. · c. provide 3011 felt below all plate resting on concrete or masonr't d. timber connectors shall be

ADDENDUM NO. 2 NOVEMBER 19,2015

TO

PLANS, BID FORM, SPECIFICATIONS, CONTRACT AND BOND

FOR

2-BEDROOM HOUSE RENOVATION (LOT 58-B-1) AND

3-BEDROOM HOUSE RENOVATION (LOT 131-A-3)

HILO, COUNTY OF HAW All, HAW All

IFB NO.: IFB-16-HHL-005

ITEM NO.1 REPLACE PLANS IN ADDENDUM NO. 1

Replace the signed plans attached to ADDENDUM NO. 1 in its entirety with the plans attached here to ADDENDUM NO. 2 (11/19/15)

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TAX MAP KEY: (3) 2- 1- 021: 072 82 ANDREWS AVENUE

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SUBDIVISION APPLICATION NO: SUB-15-001463

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LOT 58-B-1

DESCRIPTION

TITLE TITLE SHEET, INDEX, MAP NOTES

ARCHITECTURAL EXISTING SITE PLAN, ARCHITECTURAL ABBREVIATIONS & SYMBOLS

EXISTING I DEMOLITION FOUNDATION & FLOOR PLAN I BASEMENT

LEVEL, EXISTING I DEMOLITION FLOOR PLAN UPPER LEVEL

EXISTING I NEW WORK FOUNDATION & FLOOR PLAN I BASEMENT

LEVEL, EXISTING I NEW WORK FLOOR PLAN UPPER LEVEL, ROOF

FRAMING PLAN (CARPORT) DOOR & WINDOW SCHEDULE, LIGHT & VENTILATION REO, FLASHING DETAILS

EXISTING I DEMOLITION EXTERIOR ELEVATIONS

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EXISTING I DEMOLITION I NEW WORK ROOF PLAN, DETAILS

EXISTING I DEMOLITION REFLECTED CEILING PLAN I BASEMENT &

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Page 4: h~dhhl.hawaii.gov/wp-content/uploads/2015/11/8-Addendum-No... · 2015. 11. 8. · c. provide 3011 felt below all plate resting on concrete or masonr't d. timber connectors shall be

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SUBDIVISION APPLICATION NO: SUB-15-0:014i5

DESCRIPTION

TITLE TITLE SHEET, INDEX, MAP NOTES

ARCHITECTURAL EXISTING SITE PLAN, ARCHITECTURAL ABBREVIATIONS & SYMBOLS

EXISTING I DEMOLITION FOUNDATION & FLOOR PLAN I BASEMENT

LEVEL, EXISTING I DEMOLITION FLOOR PLAN UPPER LEVEL

EXISTING I NEW WORK FOUNDATION & FLOOR PLAN I BASEMENT

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Page 5: h~dhhl.hawaii.gov/wp-content/uploads/2015/11/8-Addendum-No... · 2015. 11. 8. · c. provide 3011 felt below all plate resting on concrete or masonr't d. timber connectors shall be

HAWAIIAN HOME LANDS OWNER JESSIE JONES

MAILING 3212 CALIFORNIA STREET ADDRESS EUREKA, CALIFORNIA 95503-5265

BUILDING ADDRESS 82 ANDREWS AVENUE

(3) 2-1-021;072 TAX MAP KEAUKAHA TRACT NO 1 KEY WAIAKEA, SOUTH HILO, HAWAII

HAWAII COUNTY WATER, ZONING RS-1 0 (ZONING X) LAND AREA: 0.4915 ACREAGE (21,409 SQ FT)

2006 IIBC, 2006 IRC County of Hawaii Amendment Chapter 5 Building

Occupancy Group Type of Construction

Allowable Area Allowable Number of

stories Allowable Height

R-3 V-B Unlimited

3 35' -0"

2 ACTUAL (EXIST) 18' -8" ACTUAL (EXIST)

No Fire Sprinkler (180) Amending Section 903.2.7

Number of Stories Number of Bedroom Number of Bathroom

EXISTING AREA

Number and Room Name

Upper Level 101 EXIST HALL 1 02 EXIST BEDROOM 1 103 EXIST BATHROOM 104/105 EXIST KIT /LIVING 106 EXIST BEDROOM 2

Basement Level B1 01 EXIST UTI LilY B1 02 EXIST STORAGE B1 03 EXIST STORAGE B 1 04 EXIST STORAGE B105 EXIST STORAGE

Existing

Existing 2 2 1

Area (Gross)

35 sf 129 sf

76 sf 255 sf 115 sf 610 sf total upper level

49 sf 426 sf

80 sf 38 sf 17 sf

610 sf total basement level 1,220 SF TOTAL EXISTING

upper level and basement level

1 07 EXIST COVERED LANAI 39 sf 1 08 EXIST COVERED LANAI 234 sf

NEW AREA

Number and Room Name

Upper Level 101 . EXIST HALL 1 02 EXIST BEDROOM 1 1 03 EXIST BATHROOM 104/105 EXIST KIT/LIVING 1 06 EXIST BEDROOM 2 109 STAIR

Basement Level B1 02 EXIST STORAGE B 1 03 EXIST STORAGE B105 EXIST STORAGE 109 STAIR

Area (Gross)

35 sf 129 sf 76 sf

193 sf 115 sf

62 sf 610 sf total upper level

451 sf 80 sf 17 sf 62 sf

610 sf total basement level 1,220 SF TOTAL

upper level and basement level

EARTHWORK

A. FILL AND BACKFILL MATERIAL SHALL CONSIST OF GRANULAR APPOVED SITE OR IMPORTED MATERIAL, FREE OF DELETERIOUS MATERIAL AND LARGE BOULDERS.

B. FILL AND BACKFILL MATERIAL SHALL BE PLACED IN 6" MAX. LOOSE LIFTS AND MECHANICALLY COMPACTED TO 95% OF RELATIVE COMPACTION.

A 4" LAYER OF BASE COURSE SHALL BE PLACED UNDER ALL SLABS.

C. THE BOTTOMS OF ALL FOOTINGS SHALL BE RE -COMPACTED PRIOR TO POURING OF CONCRETE.

D. CONTROL THE GRADING AROUND CONSTRUCTION AREA SO THAT WATER FLOWS AWAY FROM THE BUILDING.

CONCRETE

A. ALL CONCRETE SHALL DEVELOP THE FOLLOWING MINIMUM 28-DAY COMPRESSIVE STRENGTHS, (UNLESS SHOWN OTHERWISE); .

ELEMENT

1. FOOTINGS

2. SLAB ON GRADE

28 DAY STRENGTH

(PSI)

3,000

3,000

B. ALL CONCRETE SHALL BE CURED FOR A MINIMUM OF SEVEN CONSECUTIVE DAYS IMMEDIATELY AFTER POURING BY THE USE OF WET BURLAP, FOG SPRAYING, CURING COMPOUNDS, OR OTHER APPROVED METHODS.

C. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFECT. CORING IN CONCRETE IS NOT PERMITTED. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS.

D. ALL PHASES OF WORK PERTAINING TO CONCRETE CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318 LATEST APPROVED EDITION) WITH MODIFICATIONS AS NOTED IN THE DRAWINGS OR SPECIFICATIONS.

TIMBER NOTES

A. UNLESS OTHERWISE NOTED ALL STRUCTURAL TIMBER SHALL BE 1,200 PSI NO. 2 APPEARANCE DOUGLAS FIR LARCH EXCEPT FOR 4x MEMBER WHICH SHALL BE NO, 1 OR BETTER.

B. ALL TIMBER SHALL BE "WOLMANIZED" OR APPROVED EQUAL

C. PROVIDE 3011 FELT BELOW ALL PLATE RESTING ON CONCRETE OR MASONR'T

D. TIMBER CONNECTORS SHALL BE SIMPSON COMPANY'S "STRONG TIE"

E. WITH NAILS AS NOTED IN CATALOG C-2014, OR APPROVED EQUAL.

NAILING SHALL BE ACCORDANCE WITH THE 2006 INTERNATIONAL RESIDENTIAL CODE.

F. · SHEATHING

1. PROVIDE FULL BEARING AT ALL EDGER, IN CENTRAL, ABUT AT CENTERLINE OF BEARING, STAGGER PANELS.

G. BOLTS

1. BOLTS HOLES 1 /16" OVERSIZE. THREADS SHALL NOT BEAR ON WOOD OR STEE'L.

2. USE STANDARD STEEL WASHERS AGAINST WOOD.

H. SCREWS

1 . WOOD OR LAG SCREWS SHALL BE SCREWED NOT DRIVEN INTO PLACE. 2. IN PLACING SCREWS. THE HOLES SHALL BE BORED TO THE SAME DIAMETER AND DEPTH OF THE SCREW SHANK. THE HOLES FOR THE THREADED PORTION OF THE SCREWS SHALL BE BORED WITH A BIT NOT LARGER THAN THE DIAMETER OF THE VASE OF THE THREAD.

I. WOOD PRESERVATIVE

1. ALL WOOD FRAMING IN CONTACT WITH CONCRETE AND/OR EXPOSED TO WEATHER OF PROLONGED DAMPNESS SHALL BE TREATED IN ACCORDANCE WITH AWPA SPECIFICATIONS OR SHALL BE WOOD OF NATURAL RESISTANCE TO DECAY.

REINFORCING STEEL

A. STRENGTHS - UNLESS OTHERWISE NOTED ON PLAN ALL REINFORCING BARS SHALL BE ASTM A615 GRADE 60. COLUMN SPIRALS SHALL CONFORM TO ASTM A82.

B. SPLICES:

1. UNLESS OTHERWISE NOTED MINIMUM SPLICE SHALL BE 40 BAR DIAMETER OR 2' -0" WHICHEVER IS GREATER.

C. CONCRETE CLEAR COVER SHALL BE AS FOLLOWS;

1. FOOTINGS, ETC., POURED AGAINST EARTH ..................... 3" 2. FOOTINGS, ETC., POURED AGAINST FORMS

AND LATER EXPOSED TO EARTH ............................ 2 1 /2"

BAR BEND, HOOKS, AND OFFSETS SHALL BE IN ACCORDANCE WITH THE ACI RECOMMENDATIONS AND AS DETAILED IN DRAWINGS.

D. CHAIRS: PLASTIC TIPPED "CHAIRS" SHALL VE USED TO MAINTAIN MINIMUM CONCRETE CLEAR COVER FOR ALL SLAVS, BEAMS, COLUMNS, AND WALL REINFORCING AT SIDES EXPOSED TO WEATHER.

ALL REINFORCING BAR BENDS SHALL BE MADE COLD.

E. REINFORCING STEEL BOLTS AND OTHER INSERTS SHALL BE POSITIVELY SECURED IN PLACE BEFORE POURING CONCRETE. BAR PLACEMENT AND SUPPORTS SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS.

METAL ROOFING AND SHEET METAL

A. INSTALL PRE -PAINTED CORRUGATED METAL ROOF INCLUDING ACCESSORY FLASHING PLECES AND CLOSURE STRIPS. FASTENERS SHALL BE SCREW-TYPE WITH WASHERS. FASTEN AT HIGH POINTS AND SPACE ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS.

B. FLASH ALL ROOF PENETRATIONS AND CAULK TO INSURE WATERTIGHT SEALS.

GYPSUM WALLBOARD

A. GYPSUM WALLBOARD ON CEILINGS AND WALLS SHALL COMPLY WITH ANSI NO. A97.1 FOR APPLICATION AND FINISHING, AND BE 1/2" THICK. WRAP INTERIOR SIDES OF WINDOWS. TAPE,. FILL AND SAND SMOOTH FOR PAINTING. USE MOISTURE RESb TANT BOARD (GREEN) IN BATHROOM. PROVIDE STANDARD PLASTIC TRIM, FASTENERS AND ACCESSORIES.

PAINTING

A. SURFACE PREPARATION AND CLEANING SHALL BE AS RECOMMENDED BY THE PAINT MANUFACTURE. REMOVE ALL HARDWARE, ACCESSORIES AND FIXURES NOT SCHEDULE TO BE PAINTED.

B. PAINTING SYSTEM SHALL INCLUDE A PRIME COAT AND 2 FINISH COATS. PROVIDE MINIMUM 2% MILDEWOLDE PER GALLON.

PLUMBING

A. PROVIDE MATERIALS, LABOR AND EQUIPMENT FOR THE INTERIOR AND EXTERIOR PLUMBING INCLUDING SEWER (SEPTIC) HOOK-UP AND FINAL CONNECTIONS TO ANY OWNER FURNISHED EQUIPMENT. INSTALL NEW COPPER SUPPLY LINES (TYPE M) TO NEW PLUMBING FIXTURES, FITTINGS AND HOSE BIBBS. PROVIDE 1 /2" THICK RUBBER INSULATION JACKET FOR ALL HOT WATER PLUMBING LINES FROM W.H. OUT 8 FEET.

B. PROVIDE GRAVEL JACKET OF NO. 4 SAND AROUND BURLED PLUMBING LINES.

C. AFTER INSTALLING ALL PIPING AND BEFORE APPLYING INSULATION, TEST ALL WATER LINES HYDROSTATICALLY AT 100 PSI FOR TWO HOURS. REPAIR ALL LEAKS AND RETEST.

ABANDONMENT OF EXISTING CESSPOOL:

THE CONTRACTOR SHALL ABANDON THE CESSPOOL BY FIRST REMOVING ANY EXCESS LIQUID AND SOLIDS AND THEN FILLING THE CESSPOOL WITH EARTH, SAND, GRAVEL, CONCRETE OR RUBBLE. IF THE COVER IS REMOVED, THE FINAL THREE (3) FEET OF FILL SHALL BE WITH SOIL WHICH IS COMPACTED TO PREVENT SURFACE CONTAMINANTS FROM GAINING ACCESS TO UNDERGROUND SOURCES OF WATER. ANY LIQUIDS OR SOLIDS REMOVED FROM THE CESSPOOL SHALL BE TAKEN TO MUNICIPAL WASTEWATER TREATMENT PLANT WHICH ACCEPTS SUCH MATERIALS.

ELECTRICAL NOTES

A. THE CONTRACTOR SHALL FIELD ARRANGE AND ROUTE ALL CIRCULTS TO PROVIDE THE NECESSARY HOMERUNS FOR THE REQUIRED BRANCH CIRCULTS.

B. CONDULTS SHALL BE SIZED CORRECTLY PER NEC REQUIREMENTS DEPENDING ON THE HOMERUN GROUPINGS SELECTED BY CONTRACTOR.

C. 1 /2" C. WILL BE PERMITTED WHEN USED WITH 2-#12 OR 2-#14 PLUS GROUND.

D. WHERE PERMITTED TYPE NM WIRING SHALL BE CONCEALED IN CEILING, WALL, AND CABINET SPACES, UNLESS OTHERWISE INDICATED.

E. OUTLET BOXES FOR USE WITH TYPE NM WIRING SHALL IBE PLASTIC, SUITABLE FOR THE APPLICATION INTENDED.

F. ALL PANELBOARDS / LDCTRS SHALL HAVE TYPEWRITTEN DIRECTORIES.

G. ALL 120 VOLT BRANCH CIRCULTS LESS THAN 100 FEET MAY USE #12 CONDUCTORS. ALL CIRCULTS LONGER THAN 100 FEET SHALL USE #1 0 CONDUCTORS FOR THE FIRST 100 FEET H12 CONDUCTORS MAY IBE USED FOR THE LAST 25 OR 50 ~EET OF ANY CURCULT LONGER THAN 150 FEET.

H. PROVIDE A NEUTRAL CONDUCTOR FOR EACH SET OF PHASE CONDUCTORS. CONTRACTOR SHALL PLAN TO LIMIT HOMERUNS TO 2 SETS OF PHASE CONDUCTORS AND 2 NEUTRALS WHEREVER PRACTICAL.

I. PROVIDE A GROUNDING CONDUCTOR FOR ALL CIRCULTS. DO NOT USE CONDULT OR RACEWAY FOR CIRCULT GROUNDING. WHERE INDICATED OR REQUIRED, A DEDICATED AND / OR LSOLATED GROUND CONDUCTOR / SYSTEM SHALL BE PROVIDE.

J. DRAWINGS ARE INTENDED TO BE COMPLETE AS TO GENmAL INTENT AND REQUIREMENTS BUT NOT TO ACTURAL DETAILS OF CONSTRUCTION, INSTALLATION AND LOCATIONS. .

K. ALL ELECTRICAL WIRE SHALL BE CATEGORY 3 OR BETTER.

L. TELEPHONE OUTS SHALL BE WIRED HOMERUM FROM OUTLET TO TELEPHONE PANEL.

M. SECURING OF ELECTRICAL WIRES SHALL COMPLY WITH ALL APPLICABLE CODE REQUIREMENTS.

ELECTRICAL GENERAL NOTES

A. ALL CONDUIT ROUTING AND EQUIPMENT LOCATIONS SHOWN ON THE DRAWINGS ARE APPR.OXIMATE. THE CONTRACTOR SfoJALL ROUTE, LOCATE CONDUITS. AND MOUNT EQUIPMiiK!TS TO SUIT FIELD CONDITIONS, AVOLDING INTERFERENCES WITH ELECTRICAL EQUIPMENT, PIPING,., STRUCTURAL STEEL AND OTHER BUILDING ELEMENTS AND ELt.CTRICAL ITEMS.

B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO INSURE THE INSTALLATION OF ALL WORK WITHIN THE AVALIABLE SPACE.

C. ALL ELECTRICAL EQUIPMENT SHALL BE NEW AND WARRANTEED BY THE MANUFACTURE.

D. ALL ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE.•l NATIONAL ELECTRICAL SAFETY CODE AND FEDERAL, STATE A1~D GOVERNMENT STANDARDS, REGULATIONS, AND ORDINANCES.

E. ·ALL EXPOSED CONDUITS AND FITTINGS, AND METAL PORTIONS OF EQUIPMENT ENCLOSURES SHALL BE FIELD PAINTED FOR CORROSION PROTECTION.

F. ALL EQUIPMENT SHALL BE PROPERLY MOUNTED, ANCHORED AND SUPPORTED BY APPROVED METHODS FOR SEISMIC RESTRANIT.

ELECTRICAL MOUNTING HEIGHTS (UNLESS OTHERWISE NOTED)

A. RECEPTACLE, TELEPHONE AND CATV OUTLET:

+ 12" ABOVE FINISH FLOOR, CENTERLINE, VERTICAL, GROUND UP. +6" ABOVE COUNTER TOPS, BASINS, ETC., CENTERLINE, VERTICAL.

B. SWITCH OUTLET:

+42" ABOVE FINISH FLOOR, CENTERLINE, VERTICAL.

C. LOADCENTERS, CABINETS:

+5'-6" ABOVE FINISH FLOOR OR FINISH GRADE TO TOP.

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DBL Double & and DET Detail @ at DIA Diameter

DIAG Diagonal • degree DIM Dimension # pound I number DN Down

DR Door

A OS Downspout ow Dishwasher DWG Drawings

AB Anchor Bolt DWR Drawer ADJ Adjustable ADJA Adjacent ALUM Aluminum E APPRO X Approximate

8 EA Each EJ Expansion Joint

Board EL Elevation

BD ELEC Electrical BLDG Building EP Electric Panel BLK Block EQ Equal BLKG Blocking EQPT Equipment BM Beam EW Each Way BOT Bottom EXH Exhaust BR Bedroom EXIST Existing BRKT Bracket EXP Expansion

EXT Exterior c F

CAB Cabinet CCJ Crack Control FAST Fastener

Joint FDN Foundation CHAN Channel FIN Finish I Finished Cl Cast Iron FIXT Fixture CJ Control Joint FLASH Flashing CK Caulking FLG Flooring CL Centerline I FLR Floor

Clearance Fluorescent FLUOR I Class I FO Face of ... Closet FOC Face of

CLG Ceiling Concrete CLR Clear FOM Face of Masonry CLS Closure FOS Face of Slab I CMU Concrete Face of Studs

Masonry Unit Frame / Front FR CNTR Counter FT Foot I Feet co Cleanout I FTG Footing Cased FURR Furring I Furred Opening FUT Future COL Column CONC Concrete

G CONN Connection CONT Continuous CONTR Contractor Gas I Girder I G

Corridor I CORR Gutter Corrugate GA Gage

CP Carpet GAL Gallon CR Closet Rod I GALV Galvanized

Curtain Rod GB Grab Bar CT Ceramic Tile GL Glass

H 0 HB Hose Bibb oc HC Hollow Core OBS HDWD Hardwood OD HOWE Hardware HGR Hanger OPNG HGT Hei9ht HORIZ Honzontal p HTR Heater

PL PLAM PLAS PLBG

ID Inside Diameter PNL (dimension) PR

IN Inch PPROP IINSUL Insulation PRV INT Interior

PSF

J PT

JAL Jalousie PTN

JST Joist PVC JT Joint

Q K

QT

KIT Kitchen R

L R RCP LAM Laminate I

Laminated REBAR LAV Lavatory REFR LOC Location REINF LT Laundry Tray

LTG Lighting REO RESIL

M REV

RF MAX Maximum RFG MC Medicine Cabinet RH MECH Mechanical MET Metal MFR Manufacture I RLG

Manufacturer RM MIN Minimum MIR Mirror s MR Moisture

Resistant MTD Mounted s MTG Mounting sc

SOH ED

N SCR

NIC Not in Contract so

On Center Obscure Outside Diameter

(dimension) Opening

Plate I Plan Plastic Laminate Plaster Plumbing Panel Pair Property Pressure Relief Valve Pounds Per Square Foot Paint I Point Partition

Polyvinyl Chloride

Quarry Tile

Radius I Riser Reflected Ceiling Plan Reinforcing Bar Refrigerator Reinforced I Reinforcing Required Resilient Revised I Revision Roof Roofing Robe Hook I Round Head Railing Room

South Scale I Solid Core Schedule Screen I Shower

SF SH SHR SHT SHTG SIM SL SLOG SLNT SPEC SPKR SPRK SQ SSK SST STD STL STOR STRL STRUC SUSP sw SYM

T T&G

TIS TB TEL TFMR THK

THR TLT TV TYP

v VERT VTR

VIF

WI WID we

WD WOP wow WH WP WSCT WWF

Square Feet Shelf Shower Sheet Sheathing Similar Slope Sliding Sealant Specification Speaker Sprinkler Square Service Sink Stainless Steel Standard Steel Storage Structural Structure Suspended Switch

· Symmetrical

Tongue and Groove Tub I Shower Tower Bar Telephone Transformer Thick I Thickness Threshold Toilet Television Typical

Vertical Vent Through Roof Verify in the Field

With Without Wallcovering I Water Closet Wood Wood Paneling Window Water Heater Waterproof Wainscot Welded Wire Fabric

CTR Center I GLU-LAM Glued Laminated NO Number

Curtain Rod Smoke Detector I Soap Dispenser I Shower Drain Section

Counter CTSK Countersunk GND

ARCH ITE CTU RAL REFERENCE SYMBOLS

SECTIONS

Wood NS No Scale Ground NTS Not To Scale

LETTER I NUMBER IDENTIFYlNG ELEVATION

LETTER I NUMBER IDENTIFYlNG ELEVATION

N DRAWING NUMBER ON

----WHICH ELEVATION IS DRAWN

LEITER I NUMBER ~-IDENTIFYlNG SECTION

DRAWING NUMBER ON "--WHICH ELEVATION IS

DRAWN

SECT

ROOM NAME

DRAWING REVISION

DOOR SYMIBOL

WIN !DOW SYMIBOL

DRAWING TITLE TITLE LETTER I NUMBER IDENTIFYING DRAWING ON SHEET

LIVING ROOM NAME ROOM

~NUMBER IDENTIFYING ROOM

1\ _.-----NUMBER IDENTIFYING f_}S SPECIFIC REVISION

~ NUMIBER IDE:NTIFYING ~ DOOR SYMBOL

~LEITER IDENTIFYING \::_; WINDOW SYMBOL

f TITLE OF DRAWING

Tl'flJE SCALE 1" = 0'-1"

L SCALE OF DRAWING ON FULL SIZE SHEET

i

J ·- ' ,---- ._. ·~~·~ -.<•••m ~~-~- •• ,_,.,.,..,-

I I (%1E:O~Il'l'> ffi¥!

ffi¥:

Page 7: h~dhhl.hawaii.gov/wp-content/uploads/2015/11/8-Addendum-No... · 2015. 11. 8. · c. provide 3011 felt below all plate resting on concrete or masonr't d. timber connectors shall be

0 I

' 0 I

0

' 0 I

...;-~

• CD I

r--

3' -4"

32' -1 0"

14' -4" 15' -2"

9'-0" 5' -4" 11'-2''

.-~----l-----1=~-REMOVE EXIST WD BM (TERMITE DAMAGED) & REPLACE WI NEW TO MATCH EXIST

EXIST SLOG GLS wow & REMOVE PORTION

EXIST WD BM

4'-o"

[g!]t----------''1<--+

DASHED LINE b OF EXIST WD I

EXIST ELEC ----..jL-.J METER

r------- BEAM ABOVE "<~"

NORTH

A

LEGEND

EXIST SLOG GLS wow

1---LIEXI~)T WALLS & CLG FIN TO REMAIN --.-.-1

EXISTING STORAGE I Bo3 I

s'-o"

DASHED LINE OF EXIST WD -+J.<c.{ BEAM ABOVE

UP

DN 1--+-~

EXIST WOW ROUGH OPENING '---- SAW CUT & REMOVE

EXIST CONC SLAB

~

2o' -1 o"

!EXISTING I DEMOLITION FOUNDATION & FLOOR PLAN I IA$!IEMliENT LEVEL SCALE 1/4" = 1'-0"

REMOVE

REMOVE EXIST ...--+--- 4x4 WD POST &

REPLACE W/ NEW

e-+---EXIST CONC SLAB

'---REMOVE EXIST SLD GLS WDW & WALLS ' 0

I ...--- REMOVE EXIST -:..;-

SLD GLS wow N

CH----EXIST CONC SLAB

4' -0"

• N I

I")

0 1' 2' 4'

SCALE IN FEET

6'

' 0 I

0

' 0 I

';q-

3' -4"

,REMOVE EXIST CARPET -+1-~ (PLYWD SHTG TO REMAIN)

REMOVE EXIST SMOKE DETECTOR & REPLACE~- , W/ NEW

EXIST HARD TILE ---J+..L~

EXIST SLIDING GLS --l-1-,L-,/ wow

A

I

REMOVE EXIST WC & REPLACE NEW------

EXISTING COVERED

LANAI I 1oa I

14' -4"

EXIST HARD TILE

32' -10"

EXIST/ .. SLDG GLS r:[!DW

~). DN ON DN 1--+-~ ')

1--1 -~~-___J__j___[_----!1 / I

EXISTING COVERED

LANAI I 1o7 I

15' -2"

EXIST SLOG GLS WOW

EXIST ~ CNTRTOP iEXlm ISllilLJ

EXIST SLOG GLS WOW

CUT & REMOVE EXIST PLYWD, FLR JST, CARPE,4 HARD TILE, t.IC ...

B EXISTING I DEMOLITION FLOOR PLAN I UPPER LE\JIEL SCALE 1 I 4" -:- 1' -0"

..,--+--EXIST WD RAILING & POST REPAIR AS R£::0

__..--++-- Rf:MQVE EXIST CARPET

EXIST SLOG GLS wow

EXISTING COVERED

LANAI I 107 I

(PLYWD SHTG to REMAIN)

REMQVE EXIST COUNTER

REMOVE EXIST SLD GLS WOW CUT & REMOVE EXIST WALL BELOW EXIST WDW SILL FOR INSTALL NEW DR

RI:MOVE EXIST WD DR

' 0 I

...;-N

• ..;-I

N I

I")

0 1' 2' 4'

CD I

.L()

I")

6'

SCALE IN rEET

j ,•

' c

j" ' '

' '' ' l \

' ' ® F

I '

Page 8: h~dhhl.hawaii.gov/wp-content/uploads/2015/11/8-Addendum-No... · 2015. 11. 8. · c. provide 3011 felt below all plate resting on concrete or masonr't d. timber connectors shall be

oo<-'' ,--•••-"""'"'"'"'" ,, __ ,_,_,_, __ ,,.,.,_, •

B

I C '-f-7.3/

y

15'-2"±

I

.r.ONC FTG, SEE

l DET DIA7.3

B -~ CARPORT ~ II (ONE CAR) II II II

:: 4x12 WD BM I: II (ABOVE) II II II "-ALIGN-TYP II II II ...li,\'.('J. 'I II II . // II

14'-4" EXIST I / 15'-2" EXIST I 3' -4" EXIST

9' -0" EXIST 5' -4" EXIST J /<1' -2'' EXIST 4' -0" 1 EXIST I y::;:; EXIST I

EXISTING CONC -i==iil----r------, I . CONC FTG / I STORAGE SLAB ~ _,. I 805 h-\l ~ ~ A .- 4x8 WD [if @

I \ Bos)\ ~ / 4 \ HEADER - - ~:s;:::!::JI , ~ DASHED LINE o EXIST ELEC ----1---·-c[rl' ), · . · · w "-._A7.1 0!.3_; 1r------OF EXIST WD

~"'1<--M_ET_E_R _____ r;:::===.!::::====::::::;-;:::::=:::;:;:==~··!==:z::·:···:::, FZ .... ~ ~ 1 r=l BEAM ABOVE _. .. ··.· ___ N .. -,~ ... -~.-:•.. . . · ... ·j ·;_~j· ~~~j---------'k-. . -.-- lL: .. •. _u.; -Ti' L . ... . . . .. /". ~

b I

0 ~

EXIST SLOG GLS wow

WD BM (ABOVE) TO liAATCH EXIST

EXISTING STORAGE I Bo3 I

~LG . F-~ -: · ·.· ·. ·~~· : ·:: · '· '_.:.: ·~· 'f:-:.:r [6 ./ "'"" ~- : ~ F5 e-1--~ EXIST CONC ~-=:. '-: .-·-.;-'-:'-~·-:-'-··=:-f.-.=,~.-:~::. T :"i ·.,... SLAB

1.Tis":· Extsr.tw~:-f'_5 · ..... :·~. · ~-ft .. '.~ .3b--\; • 1

.· : · .STORAGE . ' .. · ... · .. ;-~· --2b' ·. · .. : . . · · \A7:_1/-· .. -·.lao2·1:.·.· · ~-.A7:t.: ... _. ... '-.~-.

1-~~-·.: -~· : _ ·.· .. ·: , ::'.: :· ~ Y:·- · .. ·': ..•. , ··:-- -~-. '·: • , . ".) C•B,: . ,. .. · .. :~~!J :-_.: , _ _.,. '·-' ..

-:· /.· · .. . 4" CONC :SI::AB ·-w;/" fixE . . .. ' . .. :· ·

l----l---4x8 WD HEADER

. ':- c . · . -· W1.4xW1.4 WWM ON .-6:: MIL- '\ ·( ' . · 4--------__;__- ~========:::::;;:=lj;--j_ln~-· f."t~5§_:~~--·· . POLYETHYlENE' &·-·oN· '1:" · - · \· .. :·

I . .. ,- 'Z_A7.1_/-. '. •C,OM~f.~!EP:'. ~~;:;~ sou~?E :·.' ·._: :: ·. ~_?._ . ~

= 0 I

-q-~

/~ I A ... -..,__A3.2)' -.-

8' -0" -· .. ~ . :..,_. .. . , ·r-J. . . . ... .. r-:-~ . ., .. ·.-: .. ·- ... · . -.''r:: A / C . i:----:;:4_.., __ - •._,_; ,;..'-:--. ·.=~·;.,-: •,_c:f:':Ei.:...·=· :.=/=··=-t~=t:. / 7 • "\. ~

h .. . ·. . · "'"::.,.'\ . · bi:-I.,_QCfiLED ... :'-.-~3·" . .' .: :'. · . 1 ' "-·- .. .JD ~ A3.2 · •·: · ·•·. :,". ( · 2b'. ·\.: -~Xi~r. u~ ,"·' .. r·: . - . : .- , .o>llll\-'-AA~77~ .. 11,.....,.. J ~

DASHED LINE . · .. '· ...... ··.; ··\. -,-7·_, ~ .. ·. . · ... -.. J?:•;H:I":J•:\:•t·~ ~ "---../ ~ ~ OF EXIST WD : ·. · ,.: . , .: ·. .. '-"',.. '· . :· ·, ... ·' .- ·- · · ··'-, ·"' ~'~' ...,______ ~ !f. BEAM ABOVE .. · ... : .•.. : :_-... ··. '· .: . ... _Y._:_.· ., .. '.·-: •.·. -;-~ ~-~-~ ;_ c;_ sqg~'"" ~ if •_·. ---------.._ >--M~f~)~':)f'J~1;1~'.fi!QtT

r----- ~-~ ,·."- .l,:·l ' . (0::, J: . <., f·oJ ~-,>) . ·. . . .j. I . !X..__ r A IAL§IS .• .--.. I:' , . / . · .. ;\-.-"' · ;.,.,, · · · "---'' . ·'- c.;, .. · 1 . ~ 1---. __ / / IF i~- ·.B.··~ W . .:J ~v · · ; · .--<' ·. ,. \.. ~":"- -------WD POST SEE

ll ['- *'A6. J, . -.- f.-1:~1~ ·:. SPACE I I : :\ . . \.,7 DET, DWG A7.2

UP F:,C"T. ~ • k~ ?_31'1Tf I J I i:--:· :N: .. , .. _"3"~ :. om~~ . 4- ·:.. . . ~rll,tR~_-t+---I----6~AdR A~~ DET,

-'1<--------~~--~~+-~---4-----u~·~--·~··:~:-'~~'~-~·-~·~:~~vLf~~~~-A~~:T',~-~~~~~f1~o~~--~-rnm ____________ + /1---.",.---- I., . ·. ·. ., ·. . • .. ·. \: .. :·.: _., --\ . \ '-.. , I ,WP r · " '· ·. ,_;_,~· . \.. -, " · ~ '-----"--+----TO UPPER LIGHT

c.o I

1'--

HANDRAIL:-' ~3. r$- .j •: lS. . .--:;: ~ DkYI;,K\ FIXTURES, & o

ON---7 ON---7 DN '-, -~'<'. '- 1 .. 1/l· ... _. -."' u VtJ'II ~ SWITCH f t ___ L __ l_ __ ~-4=~~~--~·· -~~>~~~~q-~---.:::::=:::::-~\----{ •+----EXIST CONC ~ SLAB I F1 w \ ~Jf----' ~ +---------'1.-

A. JO" 10" 4'-B" <i! 10" / 3 "\. SIM ~ ~ / 3 \.. ~.J. ~5.1 r I

+-~~~~-'---~~~--+~ e • [@I] ~ .... ~ [~ I")

NOIT: / '

NORTH

FOR DOOR & WINDOW SCHED, SEE ~ 0 \. ~ 1 b WATER Ht.P.t tJ\

DWG NO A2.3 A3.2 '-..A7.~ b~)}8) P~N &

F-1 F-2 F-3 F-4 F-5 F-6

SEE DET 1 b/A7.1 SEE DET 1 b/A7.1 SEE DET 2b/ A7 .1 SEE DET G/A7.2 SEE DET 3b/A7.1 SEE DET 4IA7.1

~ SEISMIC STRAPS

20' -1 o" .A. 4'-o" "

t0 X w = c.o I

l[) I")

IEXI!$TI!NG I NEW WORK FOUNDATION & FLOOR PLAN I IAS·IEMiiENT LEVEL 0 1' 2' 4' 6'

A SCALE 1 I 4" = 1' -0"

LEGEND

FINISH FLOORING

CARPET

' '

SHEET VINYL

-t----1-+- RESILIENT TILE

--+-1---+- FLOORING

................... ++++++++

..... • .. REPAINT ++++++++ +++++++i

++++++++ +++++++-!

++++++++ +·>+++++i ................. + + • ., ·t ., .,. 1

++++++++ +++++++-! ................

SCALE IN FEET

B '-f'-3.2 r ,..

3' -4"

3' -0" 2x10x22'-0" -------. POST CAP, SEE.~ LONG WD RAFTER · -1 ---_[;). ET DIA7.3 . ./ _, 2x4 WD FASCIA AT 24" ocf;\ FJF==i==I=FfF=F·~="i'==t==~~~=~'~~r'~

! ' ! ! 1 ! ! ! ~ ' ! . "1,--,. '-..A7 .3_/ I I I I I I I I I i '\.. I I I 'I'

2x1 0 WD y · ! · j!i---_:_-1-lj' --+1--l-1j' ,_,_-f-Lj' .,__ -.,..tj,...,. ... -J!J,.,--l-~h---,CENTER LINE OF

FRAME [iiF=~I=4~==:F="'*=~==~~=~=l!i!>·=· ~j~~~ 2x4x16'-0" LONG 4x12x14'-0" --1111-, -+1 ----~HI I I I I I I I l,__ W2. 4° .. POUCRLIN AT LONG WD BM j i i i i j j j i """-lliF===!I=+=f.\s~""""=ll=. =!=1 """"F~I =.~1=+~1~·fh. CENTER LINE QF 2x4 WD FASCIA.--Im, EQ

1, EQ i! j! j i i! j j EQ ! EQ 2x4x16' -0" LONG

1 WD PURLIN

32'-10" ! ' ! ! ! ! ! ! ! .· ' ! I I I I T I I I I

14'-4" ! ! ! 15'!-z" ! . ! ! ! I , CENTER LINE OF---._~!=~1~"'=t1~F~I""'T4==fT==""~I=+= 1~1::::m:~j~~,-2x10 WD FRAME 2x4x16'-0" LONG ' I I I I I I I . I I

WD PURLIN IJIF""-~:-tj="i=·+ j' ~F,i===!i==pi' =~ j' =""'~=~~=~\~~-= -'~~:~-lll---tl-CB~~x \:~ -~~ HANGER, SEE -=~~;;;;;;"jd;,' ~Y41 ~~J~JI ~JI ~ ! j!! j y./" ..,J!lt--HANGER, SEE DET B/A7.3 ,.., n ~~~~ / I DET B/A7.3

EXIST SLOG EXISTING *" · '-. = +----------l---·r-::TI~f7i~~=GtL~S:=W::iD::W===;:;a;~-il COVERED "--.fAx~CIWD b o lr ~ ~ A I

~""~<---------- ~_EXI~T _cLos~-'c-[wc) tlt01 1 107 1 ~ . ~~-------""""'-

0 I

0 ~

0

r;::::==~s ~ · ' · ~ ---- ~¥~S~~:c:==::;, L,__~~- ADD 2x6 WD CARPET----~---·~· - ' . REFINisHING' -EXIST IDOl I

· .. l3 . · EXIST TUB--'---: ~ HARD 1--j--1,--,---,-~R==iL-,--,-----1 - E . . \.. W, . - . . , 1-e -TILE '-'·e~---i1rvlt<:-rlmr!-+-H-l

-, · · ,i E \. " r ' ~J.< 1::. ~~~~ TOP RAILING WI WIRE MESH Si::E EXTERIOR ELEV . A_ 'FAUCET.&.:_ E ' 6 1 F \ Hltl -~--·'rJ-til --~-~~~hH,----j

- . - -ysHOWER . . . , II.'\ -.I n

EXIST HARD TILE--+1-~--'·-'~"---· . , H~D , ' ~o ...- Q 1-i:• u:¢:c~:c~:i-f-f1=~~-++-t-l EXI lNG N 1 r ~ \r-r

EXIST SLIDING GLS . \:' BEDR. ' • . ' EXISTING 1-J-1-1-W-JJIII--J::::_,' Wv~~~---~:::l=tJ--1)11 --CERAMIC TILE WOW ' · . 1• , · SD<D BATHRO~~ 1 ii 1 ' "- 1 FLRG

' .. ' 'I l02 -I ' ' . - ~~~~ 1 ~ \ L _li' ~· ~E ' A~ ? ;,.·. w EXISTING ""' !';~'· ~ COVERED 1 •

_.. ·.·.·.···f:)(J5tlt\IC· ·•••••• ~ EXIST ,oR':'' r .. , . . pLIIVSITNINGG ":'i , . I LANAI! - ---..._. / I·. ·.·.·.·OO'VERE:t:/··· •• •, ~ EL(~ EXISTING! I .. . • . . , 1'1 . • 107 I ,., C . \

A \,.. ,:::::::::.:awAr:::;:;:;:: @ P_ A. 'HALL-. 11 G). so_. , 1 to5 1. . 4::,/ ~ -~A._3_2l A3 2 ~ •••••••••• •• os·.v.·.·.·. I IJ I - ----- ';./ \! . I ••• :. :. •• < • , • ~·;.;.;.;. ' . I f ' to 1 i ' ' I ' 36" HT ' ' I I .,..

• 0 I

-q­N

ADD ~ WD , :.:.:.:.:.:: • .[~IS_yF ~->' -~~~~tR6~< @) 1

TOP RAILING I > ·. · .·. · · ·. -EXISTING • -~- ~ , A r .. · · --W/WIRE MESH~-----t~~··:,_···:_,_:··_,:···~.·~[ BEDROQM ' ' SO ' \ 'W · · . . ----------lH!-~4x4 WD HEADER ~t& EXTERIOR' ,:~·:7:· - .I' 1 ;6 I - ' ' - - ' L .' Dt-1, _·. -,----~---···~ I TO BASEMENT

r:-)r-._· •• •• •• •• · " A s · , ' , -" · ;: ® ,: · , ~ 13 LIGHT SWITCH EXIST HANDRAIL :1>>>>> - · v% ·· · · ;. so·. -" " STAIR s~:E. oET,

Up - I . - , , 1 !-----EXIST 1 ' 1 · ' 1 is ,, · < · :. .,.-. DWG A7 .2 SLOG • ' \.. · ' · · \ - ; .... ·· - , · 10

= c.o I

l[) I")

!-' ---...----/ ~~iv . ' . E '¥" w ~~ET .~J#X' ' l~l:tT& -'\<---------fl---=i-"'--+--- I' I ,Y, 1 ·• , , ~

I HANDRAit/ EXISr c LD ;j @) , DN~--7 GLS WE W (,_ T DN---7 ON 1-+---jJ!) D.. ~

;r-----~--~----~~L_~yl

NOTE: FOR DOOR & WINDOW SCHEDULE, SEE DWG NO A2.3

B

EXISTING I NEW WORK FLOOR PLAN I U!!>IDIER LIEVEL ROOF FRAMING PLAN (CARPORT) SCALE 1 I 4" = 1' -0"

SYMBOL

ELECTRICAL

1:@:: WALL MOUNTED OUTLET

I@ SPECIAL OUTLET

® SD

0

~~fl-~~yog,~~1?t WI EXISTING LIGHT FIXTURE

EXISTING SMOKE DETECTOR

LIGHT FIXTURE, WALL MOUNT

LIGHT FIXTURE, CEILING MOUNT

LIGHT FIXTURE, CEILING MOUNT

; -q-

1 -q-

• N I

I")

~~----__:_---i----4-

SCALE IN FEET

' ' ' ; l

i '

!

J

' l "'" "'+---1--f--4 ' "' ' f

'

' ; )

l • '

i:

Page 9: h~dhhl.hawaii.gov/wp-content/uploads/2015/11/8-Addendum-No... · 2015. 11. 8. · c. provide 3011 felt below all plate resting on concrete or masonr't d. timber connectors shall be

2'-10"± VIF

@

co I

c.o

1 31 4" THK SWING DOOR. SOLID CORE, PAINT

3'-0"± VIF

rn ~~.

® ALUM FRAME SLOG GLS WbW, CLEAR INSEcT SCREEN

I c.o

r

3'-o"

• co I

c.o

II \ II

@3) 1 31 4" THK SWING DOOR, SOLID CORE, PAINT, ALUM FRAME JALOUSIE, WOOD BLADES, PAINT INSEC'r SCREEN

6'-0"

r

@ ALUM FRAME SLDG GLS WbW, CLEAR INSEcT SCREEN

4' -0"

@ EXISTING SLOG GLS WDW

2'-8"± VIF

@

• co I

c.o

1 314" THK SWING DOOR, SOLID CORE, PAINT

3' -0"

@) EXISTING SLDG GLS WDW

W'liNOOW SCHEDULE NOT TO SCALE

'" •-• ,•'·"··-' •c•• ~·•-•· "'•' ,., ., •"

LIGHT and VENTILATION REQUIREMENT

Required Actual Required Door dnd Area L1ght Light Ventilation

Room Mark & Name Window Mark (net) (net) (net) (net)

BASEMENT LEVEL

B1 02 EXISTING STORAGE @® 482 sf 48.2 sf 57.0 sf 24.1 sf 109 STAIR

@

UPPER LEVEL

104 EXISTING KITCHEN @3)@) 238 sf 23.8 sf 39.0 sf 11.9 sf 105 EXISTING LIVING 109 STAIR @i)

r 6' -0"

@i)

2'-7"± VIF

I

r II,

@

u... > +I • ~

~

I l[)

1 314" THK SWING ACCESS DOOR, SOLID CORE, PAINT

r • 0

I '¢

EXISTING SLDG GLS WDW

Actual Ventilation

(net)

27.5 sf

29.0 sf

FLOOR LINE

CORR MET RFG, SEE DET 6 ON THIS SHT

,.,_-1-- APPLY ADHESIVE '" SLNT BTWN FLASH

BASE

IJ!jj,~-~ EXIST VENT THRU

PLAN

CORR MET RFG, SEE DET 6 ON THIS SHT

NEW FLASHING AT EXISTING VTR SCALE 1 1 /2" = 1' -0"

TAPE

ROOF, VERIFY SIZE

0 2" 4" 8" 12"

SCALE IN INCH

0..

5

b I

L__ ________ FLAT HEM EDGE

2 RIDGE FLASHING DETAIL

FAST W/ WASHERS

SCALE 1 1 /2" = 1' -0"

5" WD PURLIN, PAINT, SEE ROOF FRAMING PLAN B/A2.2

MET RFG, SEE DET 6 ON THIS $HT

(·--~~~ 24 GA Gl FLASH, COLOR TO MATCH RFG 2x4 WD FASCIA WI BEVEL CUT BOT, PAINT

2x1 0 WD FRAME, PAINT

EAVE FLASHING

0 ~~~~~1~2" 1' - Ou

FAST W/ NEOPRENE WASHERS (CORROSION----.:.., RESISTANCE)

CORR MET RFG,---, SEE DET 6 ON THIS SHT

WD PURLIN, PAINT, SEE ROOF FRAMING PLAN B/A2.2

6"

RAKE FLASHING

0 2" 4" 8" 12"

--~~-SCALE IN . INCH

2 4 GA Gl FLASH, COLOR TO MATCH RFG

2x4 WD FASCIA WI BEVEL CUT ~ BOT, PAINT

0~~~c~~LTi-E ~~~~1~~2;-;;-.. --:--11~· 7i'o·;;-· ----i~l.·~ .. i~" ~B~~~~" • 12 ..

~ SCALE IN INCH

18x14 MESH, 0.011 GA+ TYPE • NO CORR LAP ·1 304 SS SCREEN, CUT 10 FIT & I AT VTR EXIST VTR. PAINT SECURED W/ SS PIPE CLA. MP-'--. ALL EXPOSE:D

sORPACC:S TO ALUM FACED FLASH TAPE•~,,....-,. ~---.,--,- MATCH RbOF

PREFAB EPDM FLASH BOOT, I COLOR SET IN CONT BED OF SEALANT

APPLY ADHESIVE SLNT BTWN FLASH BASE:.::.· ----..

EXIST WD PURLINS -__.,...,_ EXIST VENT THRU -~ ROOF, VERIFY SIZE

NOTES:-------,-------. 1. RFG SHALL BE 1 I 4-1 /2" CLR OF

PIPE ALL -AROUND. 2. CUT RFG & BEND TO CREATE POSITIVE

SLOPE AWAY FROM VTR. 1~ . 3. PAINT ALL CUT ENDS OF RFG WHERE --T'

CONCEALED. 4. COORD VTR LOCATION WLRFG RIDGES

AT ALL TIMES, ADJUST PiS NECESSARY. SECTION

24 GA Gl FLASH, COLOR TO MATCH RFG ---· ---, FLASH TAPE CONT ----,

FAST W/ NEOPRENE WASHERS (CORROSION --, RESISTANCE)

INSIDE CLS STRIP WI BUTYL TAPE TOP CORR MET RFG, SEE DET 6 ON THIS SHT

SECTION

WD PURLIN, PAINT, SEE ROOF FRAMING PLAN B/A2.2 ----..._

CORR MET RFG, SEE DET 6 ON THIS SHT

6"

f>IE~K FL~~~II!fNJ(@ ·-·· - .- . - . . - . .

DIET AIL 4 SCALE 1 1/2" - 1'-0"

FAST W/ NEOPRENE WASHERS (CORROSION RESISTANCE) -------.

BUTYL SLNT TAPE --~

CORR MET RFG -----..

NOT TO SCALE

2 1/2

. tORR MIN SIDE LAP

,--,-~ FOR RF PITCH, SEE: RF PLAN OR EXTERIOR . ELEVATIONS

SCALE IN ·INCH

FAST WI NEOPR~NE WASHERS (CORROSION RESISTtiNCE)

Gl PlASH. TO MATCH

"---2x4 WD FASCIA wl BEYKL.CUT BOT, PAINT

..____ 2x10 WD FRAME WI BEYiik CUT BOT, .. PAitn

0 2" 4" 8" 12"

SCALE IN INCH

PREVAILING

p WIND DIRECTION

I ..

l j

Page 10: h~dhhl.hawaii.gov/wp-content/uploads/2015/11/8-Addendum-No... · 2015. 11. 8. · c. provide 3011 felt below all plate resting on concrete or masonr't d. timber connectors shall be

REMOVE EXIST HIP & ------... RIDGE FLASHING

REMOVE EXIST-----.._ CORRUGATED METAL ROOFINGI-SEE DEMO ROOr-PLAN

REMOVE EXIST WD FASCIA ---------"" REMOVE EXIST PVC ---,---L...t---tl GUTIER & DS

~~~C~J'~ POST REPAIR AS REQ -----1 EXIST FIN FLR LINE -----Hi='-"'h

EXIST ELEC METER ---1+---H

EXISTING SLOG GLS wow

I EXIST SLDG 1 GLS WDW ''==="'"-

EXISTING SLOG GLS wow

... ....... . J

12 =::::::::]3±

1+---------1+-EXIST 4x4 WD POST

EXIST WD PLYWD --:-:-:ti-:-:1~~j1=~-------_j_ __ _jlij~-~~b=-==J'":Jj--t_ __ -U----I I I I I I I f~ I ~-~ _______ _j

EXIST WD RAILING & POST REPAIR AS REQ 1.----------1- --1._-- --

J

EXI'$TI!NG I DEMOLITION EXTERIOR ELEVATION I FRONT SCALE 1 I 4" = 1 '-0"

REMOVE EXIST HIP & -----..... RIDGE FLASHING

0 1' 2' 4' 6'

SCALE IN FEET

REMOVE EXIST------._ CORRUGATED METAL

,-----------CUT & REMOVE EXIST

ROOFING, SEE DEMO ROOF PLAN

REMOVE EXIST WD FASCIA

EXIST 4x4 WD--1 POST

EXISTING SLOG GLS WDW

EXIST WD PLYWD -+t-----4H-----+-e _2

c

LEGEND

REMOVE EXIST SLDG GLS WDW

EXI'$TI1N(3 I DEMOLITION EXTERIOR ELEVATION I REAR ·scALE 11 4" = 1 • -o"

REMOVE

GEN NOTES:

1. CONTRACTOR SHALL PREP ALL SURFACES TO BE PAINTER

2. INSPECT ALL EXISTING WOOD SIDING, RAFTER, ETC .... REPAIR OR REPLACE ANY DAMAGED, TERMITE OR ROTIING PRIOR TO NEW WORK

WALL (BELOW EXIST WDW SILL)

0 1' 2' 4' 6'

SCALE IN FEET

+l 0

REMOVE EXIST HIP & ---------,---, RIDGE FLASHING

REMOVE EXIST CORRUGATED METAL ROOFING, SEE DEMO ROOF PLAN

CLG LINE--------......_

REMOVE EXIST WD ---... -r-:r:~~~£~~~~ FASCIA ,_

REMOVE EXIST PVC GUTIER & DS --<=-----H EXIST EXIST WD PLYWD ---lSI----+-- SLOG GLS I

EXIST SLOG GLS WDW WDW I

EXIST PL YWD & WWg_D __ jh:::;===tr=~~"""""'r====n---q==='-1 FLR JST ADJ HT.:..:. , FOR DRAINAGE AS ij Rm ~

EXIST WD RAILING & POST-~-~ REPAIR AS REQ

EXIST SLDG GLS WDW

~---'-R~MOVE EXIST PVC GUTI~R & DS

0 1' 2' 4' 6' EXISTING I DEMOLITION EXTERIOR ELIEVATION I LIE'rT ~'ll~l~ 8 SCALE 1/4" = 1'-0"

REMOVE EXIST HIP & RIDGE FLASHING -, REMOVE EXIST CORRUGATED METAL.-"' ROOFING, SEE DEMO ROOF PLAN

REMOVE EXIST WD FASCIA----,

EXIST 4x4 WD POST----I

EXISTING SLOG GLS WOW ----1+--tte-"\,rl+7f<--+H--tt-e REMOVE EXIST---++-, WD RAILING TO L':===j 1-------' ADJUST HGT

SAW CUT & REMOVE EXIST--_j CONC SLAB

EXIST AC UNIT

EXIST WD ---' PLYWD

SCALE IN FEET

it+---'--~· EXIST WD RAILING & POST REPAIR AS REQ

0 1' 2' 4' 6' EXISTING I DEMOLITION EXTERIOR ELEVATION I ~~l@ll*l"i $1llg}J(E D SCALE 114" = 1'-0"

SCALE IN f'HT

~- ----··0' - . _____ , _____ " --

1 i

j

' I

'

i .. J

[ I j

i i

'

i i

i. ' j: '

I!JRAWN Ill¥: H)l(;

i A3.t ' j

J

Page 11: h~dhhl.hawaii.gov/wp-content/uploads/2015/11/8-Addendum-No... · 2015. 11. 8. · c. provide 3011 felt below all plate resting on concrete or masonr't d. timber connectors shall be

PEAK FLASHING, SEE NEW WORK ROOF PLAN

WD FRAME, SEE -----, NEW WORK ROOF PLAN

• C.Oz -I :::;;: N

4x4 WD POST----m

CONC FTG, SEE NEW FOUNDATION PLAN DWG NO A2.2

METAL RIDGE FLASHING, SEE-----.. NEW WORK ROOF PLAN

CORRUGATED METAL-----.. ROOFING, SEE NEW ,,~~ WORK ROOF PLAN

PREFAB GUTIER & DS WI STRAPS~=---*""~ ADD 2x6 TOP RLG,

EXISTING SLDG GLS WDW

.'%1 .• '.,

WD BM. SEE ROOF FRAMING PLAN DWG NO A2.2

2x4 WD BRACING ---' ( 45')

•• •• ++ ++++ + + + + + + + + + + + + + + • + +

• + • • • • • • + • • • • + • + + + • • • + + + + + • +

+ + + + + + + + + + + + + + + + + + + + + + + + + + + + • ... + + + + ..... + + •• + + + + •••• •·• + + + ·""-'1.-~·

....,_ -...-......-. -t- -+--t---+ - ···+--+--+ + + + + + + + + + + + +

+ + + + + + + + + + + + +

+ +- + + + ;,.

·: ·: ·: ·: • :1· EXIST SLDG r: · ····rGLSWDW "' .·.·.·.·.·~ ~·.

t ; + ... + + ' + • •· ·• + • + ,. ir

+ + + + + + + ''---"'' + ~ + + f- + + + + + • + +

+ + + + + + + + + + + + ·+ + + + + + + + + +

EXIST 1"'-­FLR LINE

EXIST ELEC METER

EXISTING SLDG GLS WDW

U'-+-- EXIST LlvLl,..-----t

RELOCATED EXIST 2x4 WD RAILING, PAINT WIRE MESH ( 4" MIN) (CORROSION RESISTANT)

WD POST

I

~~~ .-'-.. ~

-------- .J.._ -1- -

0 1' 2' 4' 6' EXISTING I NEW WORK EXTERIOR ELEVATION I FRONT A SCALE 1 I 4" = 1 '-0"

METAL RIDGE FLASHING, SEE NEW WORK ROOF PLAN

CORRUGATED METAL ROCWING.--... SEE NEW WORK ROOF PLAN

2x6 WD FASCIA,-----, PAINT

G &\.¥~

~fRfls .•.++++++ ... + ........ .,.+ I

··~++•+• ++++++++ ............... ++++++++

+ + + + + + + + +++++++< ... • .. • • ............... • • • ... ·.I ++++++++

EXIST SLDG GLS WDW

SCALE IN FEET

~-----PREFAB GUTIER & DS WI STRAPS

....----- ADD 2x4 BOT RAILING AS REO - 1YP, PAINT

RAKE FLASHING & ROOFING, SEE

PREFAB GUTIER -----,

WD FRAME, SEE NEW WORK ROOF PLAN

&iiiiiiiiiiF <D z

'------- WDW, SEE WDW SCHED

CONC FTG, SEE NEW----' FOUNDATION PLAN DWG NO A2.2

1-. :::;: N

0 1' 2' 4' 6' IEXI'$TI:NG I NEW WORK EXTERIOR ELEVATION I REAR c SCALE 114" = 1'-0"

LEGEND

+++++++·< + + + + + + + +

CORRUGATED METAL ROOFING

FLASHING

<<<<<<<< REPAINT THE ENTIRE BUILDNG ++++++++ +++++++<

++++-r+++ +++++++• ++++~+++ ... , ........ . ++++++++ +++++++-<

++++++++

SCALE IN FEET

METAL RIDGE FLASHING, SEE-----"' NEW WORK ROOF PLAN

CORRUGATED METAL ROOFING,--""' SEE NEW WORK ROOF PLAN

11mmmmmmmt'fp~ 12 3± 2x6 WD FASCIA,---. T

PAINT

PREFAB GUTIER &-~ DS w I STRAPS ___,_.,

WIRE MESH ( 4" MIN) (CORROSION RESISTANT)-,

ADD 2x6 TOP RAILING, PAINT

EXIST WD RAILING POST REPAIR REO, PAINT

• C.Oz I::;:

PREFAB GUTTER & OS W/ STRAPS N

EXIST SLOG GLS wow

... + + + +

• + ·• ... ••• + + + +

• 0

4x4 WD POST--+

CONC FTG, SEE NEW FOUNDATION PLAN DWG NO A2.2

···· Fr-~-• + + + + + + +

+ + + + + + + +

I l!)

-H 0

0 ~

PLYWD TO MATCH---------' EXIST, PAINT

DR1, SEE DR SCHED WDW,. SEE WDW SCHt.D

•• . ' . ' •• • •

+ + + + ' . ' + + + + ' . ' . ' .

EXISTING I NEW WORK EXTERIOP{ ELEVATION I ll~i\I~'T $•I!E}l!E SCALE 1 I 4" = 1' -0"

METAL R DGE FLASHING, SEE -----, NEW WORK ROOF PLAN CORRUGATED-----.._ METAL ROOFING1 SEE NEW Wt Jl-<lt\ ROOF pLAN. - . ~,______.--

2x6 WD --''----... FASCIA, PAINT \ ~~

\ T 79~ .

0 1' 2' 4' 6'

SCALE IN FEET

-H • 9 ,...-

DSCR, 'ESDEE DR EXIST AC UNIT EXISTING SLDG GLS WDW I . ~ \ \...._ __ WDW, SEE WDW SCHED ------'---' H

HANDRAIL, 34" VERT ABOVE -------' "-----...,..- CONC SLAB & STEPS, EXIST WD PLYWD NOSING SEE FDN & FLR PL

~ EXISTING I NEW WORK EXTEHIOF{ IELIEVATIO~ I ·!itllf@lMI $llii!D)l~ SCALE 1 I 4" = 1 '-0"

SCALE IN FEET

' ' I . j

;

i i \ i I; l:

' ll 1 I

' . '

" '~ =

Page 12: h~dhhl.hawaii.gov/wp-content/uploads/2015/11/8-Addendum-No... · 2015. 11. 8. · c. provide 3011 felt below all plate resting on concrete or masonr't d. timber connectors shall be

EXISTING VENT THRU -------,---~-----------71 ROOF TO REMAIN, VERIFY LOCATION -1YP

DASHED LINE OF EXISTING WALLS BELOW

REMOVE EXISTING -J-b.L-7'-+---7~.L-F~--'x"---""-7"-c--:P' PRE-MOLDED VENT FLASHING TYP

REMOVE-~__,-!

EXISTING PVC GUTIER & DS

REMOVE EXISTING--1+--r!-~~~L~+~~~~h~~~~(' RIDGE & HIP FLASHING - TYP

REMOVE EX I STI N G --!+-7'-+----r'-""'"*'"--7'--#-.>'77"-:r'---cr'--T--e CORRUGATED METAL ROOFING TYP

REMOVE-~------v EXISTING WD FASCIA - TYP

NORTH

IEXtSTIN:G I DEMOLITION ROOF PLAN SCALE 1/4" = 1'-0"

I---REMOVE EXISTING PVC GUTTER & DS

0 1' 2' 4' 6'

SCALE IN FEET

PEAK FLASHING, SEE DETAIL 4/A2.3

EXISTING VENT THRU ROOF TO--------~ REMAIN, VERIFY LOCATION - 1YP

PREFAB GUTIER & DS ---------,

DS

DS lo~~~:~<~• I~~~" ~:~.1:

DASHED LINE OF Qc•.···~· 1. EXISTING WALLS ~:. I ..

~'>.~./' PRE-MOLDED ~ VENT "< •;.~,;( ·c FLASHING, SEE '-J~.~ " DETAIL 1/A2.3 :'S(·~· ,

·· ... ;

/ "''~:!~} / ~~~. ~

/ )iil . ~ ;< RIDGE FLASHING, SEE DETAIL 2/A2.3

CORRUGATED METAL ROOFING, SEE DETAIL 6/A2.3

PREFAB GUTIER & DS------1

NORTH

«,.···.·· '5..

B EXISTING I NEW WORK ROOF PLAN SCALE 1 I 4" = 1 '-0"

.

Sl 01-'~ '

~ I- 1-

v

DS

.------RAKE FLASHING. SEE DET

. DS

EAVE FLASHING, SEE DET 3/A2.3

'---"~->'REFAB GUTTER & DS

DS

•.!_lNG VENT THRU ROOF TO REMAIN, VERIFY LOCATION

PRE .~Ani nl"n VENT . i' '""~i~G, S1

DETAIL 1/A2.3

L___ PREFAB GUTIER & OS

SCALE IN FEET

. l ' I !

I

i I I

Page 13: h~dhhl.hawaii.gov/wp-content/uploads/2015/11/8-Addendum-No... · 2015. 11. 8. · c. provide 3011 felt below all plate resting on concrete or masonr't d. timber connectors shall be

EXPOSED TO EXIST STRUCTURE -----------, ,.,...--------REMOVE EXIST WD BM (TERMITE

DAMAGED) VIF & REPLACE WI NEW TO MATCH EXIST AS REO

EXIST CEILING --~--+1----e

REMOVE EXIST II DAMAGED PLYWD, VIF ~----'------ "--a/

EXPOSED TO EXIST ----------STRUCTURE ,.--,.--,..-.,

EXIST WD BM _________ __/

1111

NORTH

CUT & REMOVE PORTION EXIST WD BM

L---REMOVE EXIST WD FRAMING

II

CUT & REMOVE PORTION EXIST WD BM

II

II

~--/-- ----:r-- REMOVE EXIST DAMAGED PLYWD, VIF

II

~-T--7"1+----- REMOVE EXIST

II DAMAGED PLYWD, VIF

/~-r-T+-rtt------ CUT & REMOVE EXIST

Ill

Ill Ill

II

WD FLR JST, & PLYWD FOR NEW STAIR OPENING

A

IEXt$TIN:G I DEMOLITION REFLECTED CEILING PLAN I ~~$liEM!IENT LEVEL 0 1' 2' 4' 6'

SCALE 1 I 4" = 1' -0" SCALE IN FEET

REPAIR ALL EXIST CEILING -11-1----e & PATCH TO MATCH ADJACENT SURFACE AS REO, VIF

EXIST ACCESS CEILING, ---------+1-------tt-e REPAIR OR REPLACE l'====='J ACCESS PANEL TO MATCH EXIST AS REO, PAINT II

Ill

II II

I

Ill

---H----- RE:PAIR ALL EXIST CEILING & PATCH TO MATCH ADJAOE:NT SURPACE AS REQ,. VIF

Ill

EXISTING I DEMOLITION REFLECTED ClEILING I Up:>f>;IE,~- L!g\d'IEL 0 1' 2' 4' 6'

SCALE 1 I 4" = 1 '-0" SCALE IN FEET

'

:1£ ~

·,!!Iii£ R~w~ fE-'11:

r· 9·:1 ......,......,L ... EG-E-ND ................................. ----------------------.-------------"------------+------------------------""T""--------------1-~R,...,,EA-MD..,.IN""""""··-· ··=· ..................................... __ ,... ____ .., ___ .,. _____ .., __ ..,_ -----=--""'-=-ill ii·

1-#4 EA NOSING,-----. BEND 6" AT END REMOVE

GEN NOTES:

1. CONTRACTOR SHALL PREP ALL SURFACES TO BE PAINTER

2. INSPECT ALL EXISTING WOOD SIDING, RAFTER, ETC .... REPAIR OR REPLACE ANY DAMAGED, TERMITE OR ROTTING PRIOR TO NEW WORK

EXIST CONC CURB----+-'~"'-~"'-

"'- " DRILL HOLE IN -----.... EXIST CONC CURB "'- "'- 1+----

~ " SET IN HOLE Wl-------j;"-~~ EPOXY GROUT

ROUGH SURFACE

. • ·. I I · . 1 I • ·

· 4 I I · #4 HORIZ AT 24"·-~-+-:.:.-·--1. I .. ·" • OC . · · .. L•t · •

I I . · . I I · •

6" THICK CONC -----<--1 •1, 11 4 4 •

WALL II · · . I I • ·

•.

.•·. I I .. • •• o;T ~.

PLAN SECTION 1 SCALE 3" = 1' -0"

1 /2" RADIUS (ROUND) 1"1

#4 VERT AT . 24" oc

SCALE IN INCH

0NOTUSED

SMOOTH FLUSH CONN ----,

EXIST CONC --, STEPS OR SLAB

1-#4 CONT BAR @ 'tA END

SCALE 1" = 1 '-0" SCALE IN INCH

! 1; 'i f i 1i ) } ~ :

~~~~~~~~--------------------~------------------------------------~----------------------------------_.----------------~=------~--------~------~----~--=···=-=---~-----~---~-# ... -~-------'

Page 14: h~dhhl.hawaii.gov/wp-content/uploads/2015/11/8-Addendum-No... · 2015. 11. 8. · c. provide 3011 felt below all plate resting on concrete or masonr't d. timber connectors shall be

EXIST CEILING

II

1 /2" GYP BD CEILING, PAINT /

1111

Ill

NORTH

~ '1-------41!!---11!-...--.#N-~..,_W D B M, PUR Ll N, """"=ffl'=~\Ffii=9/F=IJlF==IIf=~='fiF=l\'F=9\l="liF~' RAFTER, FASCIA,

SEE ROOF FRAMING PLAN DWG NO A2o2

· ..... · .. '. . ~ . . . .

. :. :: ::: :~ ·~.::;~00·.·:: ·: .. :.'~:::..:· :·.: >0 .. ~ ,~·.:.~~ :'.::.:.'·':. .............. : ... ,, i--.::M;.":~-:

·. ·.:.~· '",· ... .:~- ... :(::~·": ~ .. ~-~~.-··,~-:.··;~ 0•• •• • •••• ••• ., '~ •••• •. 0 .o. ., . " . ,, ' '~ ' . . '

Ill

'--EXPOSED TO STRUCTURE

II

'---++-~--7--------EXIST WD BM & / POST

II

A

EX.I'$TING I NEW WORK REFLECTED CEILING PLAN I ~l..$iiEM;ENT LEVEL 0 1' 2' 4' 6'

SCALE 1 I 4" 1 '--0"

LEGEND ,, .. . ..

•. :. ;. :· -~: ·. . '

' ... ,. '.: .: .. : .. · .. :.-~ ... 1/2" GYP BD CEILING, PAINT

··-

+'++++..-+< ++++++++

0 ·.·.·.·-o.o,·.· R.EPAINT ++++++••

++++++++ +++++-•••

++++++++ +++++++<

+++++++ .. ++·t·t+++1

+++++<·++ +++++++<

++++++++

SCALE IN FEET

.................................. ·:I ......................... ... + • ~ + + + + • + + + + + • + • + + + + + + + + + t

+ + + + + + + + + + + + + + + + • + + + + + + + + + + + + + + + + + + + + .. + + + + + + + + + + + + ...................................

~ + + + + + + + + + + + .............. • • •••• .. • •• + + ••• • •. • + + + ••• •• + •·•••• + •• + ..... ••• + •. + + ·~· +.,.+ + + + •• + •• +

+ t T + + + + + + t + + + ' t t + + + + + + + + + + + + + + + + + + + + + + • + + + + + + + + + + + + + + + ~•'+++++++++++++++++++ .............. .

+ + + • + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .......................... ++++++++++

+ + • + + • • + i + + + + + + + + + + + + + + + + + + + + + + + + +++T-t-+++++i +1-+t+t-t-++-1- ++++++++++

+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + • + + + + + + + + + + + + + + + + + + + • +

.................................................. +++

F<E:F'f\1~11 ________________________________ _,ff•c.oc.~·.o·_;· .. • .. + + + .. ••• .. • .. ••• .. ••• .. + .. •• • ............ + .... • .......... + •• + + t • .. • + +

+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + • + + + + + • + + + + + +

+ + + + + + + + + + + T + ~ + + + " + + + + + + + + t + + + + + T + + + + + + + t + +++++++++++++++++++++

+ + + + .j. t + + + + + T + + + + + + + + + + + + + + + + + + + +- + + + + + + + + + +

+ + • + + + + + + + + + + + + + + + + + .. +++++++++++++•+++ +++

+ + + + + + + + + + + + + + + + + + .- .. + +++++++++++++++++•+++

+ + + + + + + + + + + + + + + + + + + + + +++++++++++++++++++++

+ + + + + + + + • + + + + + + + + + + + + + + + + + + + + + + + .. + • + + + + + + ...

+ + + + + + + + + + + + + T + + + + + • +

++++++++++++<-+++++++++ ++++++~+++++

++++++++++$++++++++++ +++++++ +++ .............. + .. ++ ... ++++++ ++++++++++

+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + •

.. ·~·.· + + .. • .. + .... ••• .,.+.,. + + ••• •• .. • ....... + •• .. •• + + + + .. • ........... •• • .. • .,.+ .. •• +++++++++++++++++++++ ++++++++++

+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ... + .. .. + + + + + ... + + + + + + + + i + + + + + + + + + +

·: ·: ·: ·: ·: ·: ·: ·: ·: ·: < ·: · ·~-~·:0~0::;0~:~·~:-·~:~·;:~·::~·~:f~------------ EXISll LIGHT FIXliURES SEE • • .. .. • .. .. .. .. • ... .. .. .. • • .. .. • .. • FLR PLAN + + + + + + + + + + .. + + • + + + + +++++++++++:$+++ +++ ... _,_ •. , .......... • .. .-· ... • .. ••••• + ~ ......... • .. • .. •••

CEILING ACCESS PANEL

+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +++++++++++++++++++++ +++++

+ + + + + +'+ + + + + + + + + + + + + + + + + .. + + + + +. + + + + + + + + + + + + + + + + + + + + + + + + • + + + + + + + + + ...

+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + .. + + + + + • + + • + + + + + + + + + + • + + + + .. + + + + + + + + +

+ + • + + + + + + + + + + + + + + + lA\ + 0~ • t • + +- + + + + + + + + • .,. .,. • • .,. .,. + + + + + + + + ~ D~ + • • + + + + + + +

+ + + + + + + + + + + + + + + + + + + + + + + + + + ~ • + + + + • +++++++++++~+++++++++ ++++++++++

+ + + + + + .. .. + + + + + + .. + .. + + + + + + + .. + .. + + + + + + + • + + + + + + + + + + + • + + + + + + + + + • + + + + .. + +

+ .. + + + + • + + + + + + + + + + • + + + + + + + + + + + + + + +

++++++++++ ++++++++++ +++++++++++ +++++++++

+ + + • + + + + + • + + + + + + + + + + + + + • .. + + + + + + + + + + + + + + + + + +++++++++++++++++++< +

+ + + + + + + + + + + + + + + + + + .. • + • ++++++++++++++++++++

+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +

+ + + + .. + + + + + + + + • + + + + + + + +++++++++++++++++++++

+ + + + • + + + + .. + + + + + + + + + + + +++++++++++++++++++++

+ + + + + + + + + + + + + • + + T + + + + ........................ +++++++++ t+++++++++++ .................... ·~~o~·c;·,:·cc·~· .................................... . + + + • + + + + + + + + • + + + + + + + + • + .. + + + + + + • +

+ + .. + + + + + :~· + + + + + + + + + + ~ + .. + + + + + + + + + + + .. • · • • • • • • • .. • • • • :~ .. • en • • .. • • • • • • • • ... • _,. .. • .. .. + .. + + + .. + + + + + + + + + +~+ + + + + + + + + + + ~ .. + + + +

________ _,'+--------------------------------~+--c.•c.c·-,·-c·--·,_·c.c•.o~·~'Ho~:· ...... • .. • ... •. ...~. • ... • .·.-· ..... • ... •.,. • .................... "" ..... • ... ......... • .. ••• ... ·.·.~-;t:+ ........ •••• + + ...... ~ .... • + ••• .. ••• .......... ••• .... • .. • .. ••••• .. .. ++++++++++++++++<< ++++++ ~+++++++T+++++

+ + + + + + + + + + + • • + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +

+ + + + + + • + + + + + + + + + + • + + + • + • + + + + + • + + + + + .:0-'. + ' + + + + + + + + + ; + + + + + +

+ + + • • + + • + + + + + + + ~ + + .. .. .. .. + + .. .. .. .. + .. + + + + + + + + + + + + + + + + + + + + + '•':-";,"i";.>Jft-------------------

++++++++++++++1-+++ ++++++++++++++++++ ++ +++++++++++++++++ .......................... +++

+ • + .. + + + + + + + ... + + + + + + + + + + ·> + + ·• + ·~· +. + + + + + + + +++++++++++++++++ +++++++++++ +++++++++

+ + .. + + + + • + + + + + + r"'\+&n- + + + + + + + + + + + + + + + + + • + +++++++++++ ... +-!\;:;~ tJ. ++++<-+++++++ +++ ++++

+ + + + + + + + + + + + + + _,. + + + + + + + + + + + + + + + + + + .. + + ++++++++++T++++++ ++++++++++++++++++ ++

+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + • + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + • + + + + + + + + + + + +

+ + + + + + + + + + + + + + + + + + + + • + + + > + + + + + + • + + + + + + +++++++++++++++++ ++++++++++++++++++ ++

+ + + + + + + + + + .. + + + + + + + + + + + + + + + + + + + + + + + + + + .. + + + + + + + .. + + + + + + + + + + + + + + + + • • + • • + • + + + + ...

+ + .. + + .. + + ... + + + + +. + + + + + + + + .. + + + + + + + + + .. + + .. + + + + + 1- + + + + + ...... - + + + + +. + + + + + + ·:· ~. 0 ~· + + + + + + + + + + ·~· .. + + .. + + • + + + + + + + ~ "/' + + + >- + + + '+ +·++++++++ ............... ..,~,~~+++ '+++ ++ • • • • • • • • .. .. .. • .. .. .. .. .. .. .. • ..... SE!. + .. .. ,. • ++++++++ +++++++ ++++ +·+++++ +++++++

+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .. + +++++++++++++++++ ++++ +++++++++++++++

+ + + + + + + •-• + • + • + • + + + + + + + • + + + + + + + 0 + + + + + + + +++++++++++++++++ ++++ +++++++++++++++

EXIST WD BM & -----,----------o-1 + 1- + + T + + + + + 1- .. + + + + + + + .j. + + t + .j. + + + + + + + + + 1- + + + +++++++++++++++++ ++++ +++++++++++++++

+++++++++++++-1'++++ +++++ +++++++++++++++ POST + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +

.. • + + + + + • + + + + + .. + + + + + .. • + + • + • + + + + + + + + + + + + + .. + + + + + .. + .. + + + + + + + + + + + • + + + + + .... •. + + + .. + + • + + + + + + + + + + ~ + + .. + + + + + + + + + + + + + + + + + + + + .. + + +<-+++++++++++++++ ++++ ++++++--1.·c+++++++ ++~+++++++++++++•+ +++++ ++++++ ,-',, ++++++ +++++++++++++++++ ++T+ ++++++ +++++++

+ + • + + + + • + + + + + + + + + + + + + + + + + + + + + + + + + • + • •

+ + + + + + + + + + + • + • + + + + + + + + + + + + + + + + + • + • + .. + + -'lt================l~o~·~·a:·~·~~·~·~·==·~·~~·~·~·~·==·~O~··· + + + + + + + + + + + + + 1 .j. T + + +

EXISTING I NEW WORK REFLECTED CEILING I U~p>p>iE;F{ L&:\t~~t B 1 I 4" SCALE 1 '--0"

SMOKE DETECTOR ~ LIGHT FIXTURES SEE FLR PLAN

0 1' 2' 4'

SCALE IN P'EET

6'

. ..\

1 )

l ·lq '

jh;,j'\ .r··. "'Q·•!J

Page 15: h~dhhl.hawaii.gov/wp-content/uploads/2015/11/8-Addendum-No... · 2015. 11. 8. · c. provide 3011 felt below all plate resting on concrete or masonr't d. timber connectors shall be

EXIST SLOG GLS WOW EXIST EXPOSED WD -(BEYOND) FRAMING (BEYOND)

r- EXIST FIN WALL I \ REMOVE EXIST EXPOSE WD STUD, BLKG & PL

l ;:_::: :ccc::. ""'"'"'"'-·~ --- \ l ----- ------- u

I ' '

loPEJ I

' i '

~-SOUTH REMOVE EXIST

WD POST - REMOVE EXIST CONC

PLATFORM

D

EXIST WD BM TO REMAIN

WEST

.---REMOVE EXIST SLOG GLS WOW & WALL

LEXIST CONC CURB

'------REMOVE EXIST WD POST

REMOVE EXIST SLD GLS WOW

IEXI$TI1NG I DEMOLITION INTERIOR ELEVATIONS I EXISTING STORAGE #802 SCALE 1 I 4" = 1 '-0"

1 12" GYPSUM. BOARD (STANDARD), PAINT~

-EXIST FIN WALL WOW, SEE WOW SCHED ~

· .. · •• · •• : •·•1 "-~-~-:~· • .• , •• r·.- ~ _,_. _:_: .:___.~ ·-- t .·

. . •' . . . '•II =::J . : I .· ·} .. ·~ •:.:; I[' . I .·. ···.·. . '. . . - .· .. ,. .. I.. ,,, ·'""· r::'iJ · .. J .

. . ·. · · · . . ' ·. . · I · " I · ··· • • ~ · · . · . . • . · · r · .· ; ·. :;• : 1 •

. . . . : . . . . · . . . . · .. I · >,.: t. · ' " : : .' l .·

'---------'--! '.·' :. .·· · ...•. - .... ··.:~ .• ·l. ·.··• . .• ·:··' ·· .. · :.·< l > . '• .. ~ · ... ~- ..

SOUTH

1 /_2'' GYPSUM BOARD (STANDARD), PAINT

WEST

WOW, SEE WOW SCHED

· ...

CLEAN, PATCH OR REPAIR CONC CURB TO MATCH EXIST ADJACENT SURFACE, PAINT

NORTH

" . "• . . .

. ' . . ' . . .

REMOVE EXIST DAMAGED GYP BO~---.

REMOVE EXIST FIN WALL & WALL FR

. . . . . .. . .. · .... ·. ,' . '

·.

. . . . !, '· • · •. ··. . .. . . ' ' . ·,· 'h-. ~-'---.-j

,· .·. . •.' · ... . '· ' . ·., : · ... ·· . ' 1~11 \ '

~\ j--.---Jll. . . . . "•, 1-----1 . : ... ..·. . ..-..

: . . ·.· . ·. . . \. '• .... · . :, . . . . .

,NORTH

REMOVE EXIST DOOR FR & TRIM AS REQ

EXIST FIN WALL--,

EXIST CONC CURB

WD TRIM

EXIST FIN WALL--.

'-------'~CLEAN, PATCH OR

.. .. ...

. :··· "

. . '· . . .•

:-, ' "

EAST REPAIR

!EXISTING I NEW WORK INTERIOR ELEVATIONS I EXISTING STORAGE #802 & STAIR #109 CONC CURB TO MATCH EXIST ADJACENT SURFACE, PAINT

SCALE 1 I 4" = 1 '-0"

EXIST FIN WAL' -L LAMINATED PLASTIC EXIST FIN W

~ EXIST MC

I ..............................

EXIST SLOG 'e GLS

r-1

=;]

' I ' ' I ' I ' '

ALt:--

. .

1 . . '

"

.

EXIST FIN WALL

REMOVE EXIST DAMAGED GYP BD

EXIST CONC WALL

EXIST FIN WALL -

,--1 12" GYP BD ~STANDARD),

AI NT ., ·'•' u •, '•

.. '· " .. .•,

' ... '. .. " " ..

.. .. ., .... .·. " " ..

REMOVE CAULK AND -REPLACE NE W - TYP

I

wow ..............................

!7 \. .··.·'·,·0.·:··. \i /I

' I ' I

' I

//// I v 1\

' 0 I

co

c

SOUTH

!oPEN TO EXIST LIVING;

'• ... .. .,

.······:······.··-<..; ~ .. ·.. . •' .... ·.

.·.~

. . . ·, ..

. '•

L__

SOUTH

·... . ~.. . . .. · . . . . . . . . . . .· . :: . .-.. ,. ~ .. ·.. : ': : L.J ... . ...

. . . . : ·.-· . . •,' .

. · .....

.. . .. ... ,

.. ·-'· ... . .

SOUTH

~ + + + + + + + + + + + + + + + + + + + + + + + + + + + • + +

+ + + + + + + + + + + + ~ + +

REPA!NT~~~~~----1~· •:-.+········ + • • + • ·.·.+++ +•++ +·.·.·. EXIST .·.•++ + + + + + + + + +

• ... + + • • SLOG •• ' + + + + + + - • + + ~+++++ +++

• • + + • + GLS ++++++ +++

+ + + + + + wow ' ' ' ++++++ +++ + + + + + + + + +

.·.·.·.·.·.·.':--:;:-"':;.'--:;:""":;:-... ·+++++ + + + + + + + + + + + + + + +

EXIST Ac UNIT ....... '[]" ... -~~~+'-' .-'.,' """' "-"' ''-,-''.......... + + + + + + + + +

+ + + + + + + + + • • + + + + + + + + + • + + +

+ + + + + + + + • • • • • • • + + + + + + + + + • + + + + + +

• • + + + + + + + + + + + + + • + + + • + + + + • + + + + + +

+ + + + + + + + • + + + + + + + + + + + + + + + • + + + + + + ___! ~ -~-~ ~·...:;... ~ ,..::...,~-__::._ :..._ . ·. . ' . ~

. ; ...... ··. . . ·.· 1 /2" GYPSUM BOARD ~----1~ .... · ..... : . .' · · .... · (STANDARD), PAINT ·· • . · .. .

'· ·. . . . " .

.:.__.:1

SOUTH

. . . . ·. ' · ... :· :. :·.

·. '.

EXISTING I NEW WORK INT ELEV I STAIR #109

(c,

·~ 'I .

SOUTH WEST

XIST WC- EXIST LAV

' ' EAST NORTH

REMOVE E EXIST TUB & REPLACE NEW

EXISTING I DEMO INT ELEV I EXIST 8ATHRM #103

E

SCALE 1 I 4" = 1 '-0"

EXIST FIN WALL

' ' ~ EXIST MC

I

I EXIST i SLOG I• I GLS 11 WOW I

==.; we '--, /

/ ~~ I•

~ SOUTH WEST

EXIST LAV

NORTH

' ' ' ' ' ' ' /

/ /

/ /

/ /

PLASTIC LAMINATED EXIST FIN W -I ALt:--

I

' '

I

! I I

EAST

RE FINISHING EXIST TUB

EXISTING I NEW WORK INT ELEV I EXIST 8ATHRM #103 SCALE 1 I 4" = 1 '-0"

.

0 1' 2' 4'

L

SCALE IN FT

' 0 I

co

0 1' 2' 4'

SCALE IN fT

loPE~

.----REMOVE EXIST EXPOSED WD STUD, BLKG & PL

--EXIST FIN ' WALL '?

co

REMOVE EXIST CONC PLATFORM

0 1' 2' 4' 6'

SCALE IN FEET

-f- EXIST FIN WALL~

I ['..

0 1' 2' 4' 6'

LEGEND

... · : ;' . · .. . . · .

• . •• • ' • #' ~ ' . . . :· .

++++++++ ++++++++ ++++++++

+ + + + + + + + ++++++++

++++++++ ++++++++

++++++++ ++++++++

++++++++ + ... + + + •· + +

+ + + + + + + + ++++++++

SCALE IN FEET

REMOVE

GYP 80 & PAINT

REPAINT

• • J,,:·. .· 1···}!. ·.·. .Ri DRAWN BY: I*K

, CHECKED BY: . WI'!$

APPROVED BY:

DRAWING Ne.

Page 16: h~dhhl.hawaii.gov/wp-content/uploads/2015/11/8-Addendum-No... · 2015. 11. 8. · c. provide 3011 felt below all plate resting on concrete or masonr't d. timber connectors shall be
Page 17: h~dhhl.hawaii.gov/wp-content/uploads/2015/11/8-Addendum-No... · 2015. 11. 8. · c. provide 3011 felt below all plate resting on concrete or masonr't d. timber connectors shall be

EXIST PLYWD, EXIST PLYWD SEE EXTER ELEV-----11

EXIST WD BM-....____ r====~=~EXIST WD

FLR JST

1a

EXTERIOR

SAW CUT & REMOVE EXIST CONC SLAB, SEE DEMO FDN & FLR PL

EXISTING I DIEMOLITION WALL $iiECTION SCALE 3/ 4" = 1 '-0"

EXIST PL YWD·-----._

EXIST WD FLR JST

REMOVE EXIST DAMAGED GYP BD.., SEE REF CL~.:> PL

REMOVE EXIST DAMAGED GYP BD, SEE INTER ELEV

INTERIOR tn GS -H ro I

c.o

REMOVE EXIST CONC SLAB, SEE DEMO FDN & FLR PL

0 4" 8" 12" 24"

SCALE IN INCH

e1t----- EXIST WD STUD

EXIST WD BM---__,

REMOVE EXIST ---------1'?";.-n DAMAGED GYP BD, SEE INTER ELEV

REMOVE EXISTING -~-----1911/11 4x4 WD POST

REMOVE EXIST ------., CONC SLAB, SEE DEMO FDN & FLR PL

WALL

II--- EXIST PLYWD, SEE EXTER ELEV

EXIST CONC CURB

tn X w

-H = 00 I

<0

IEXI$TH~4G I O!JEM·OLITION WALL $11ECTION 0 4" 8" 12" 24"

SCALE 3/4" = 1'-0" SCALE IN INCH

EXIST PLYWD SEE EXTER

EXIST WD BM----

ADD "Z" FLASH AS--....____..._I~ REO ..

ADD PLYWD To--­MATCH EXIST AS REO

ADD DR WD FR TO MATCH EXIST AS REO

EXTERIOR

2-#4x12" LONG----. DOWELS

r---1/2" RADIUS (ROUND)-----,

CONC SLAB & STEPS, SEE FDN & FLR PL

... : .... ':: . .' ··.·· ..... :· ·:. ·. . . .

6"

1b

EXISTING I NEW WORK WALL SECTION SCALE 3/4" = 1 '-0"

EXIST PLYWr ...........

EXIST WD FLR ) J:JI

GYP BD, SEE L'Fr REF CLG

EXIST WD 8,,

"SIMPSON" ACE4 END POST CAP

GYP BD, SEE \\\

INTER ELEV

4x4 WD POST

1\\

"SIMPSON" APA A A \\\

STANDOFF POST BASE

CONC SLAB, SEE FDN & FLR PL

~ . :::c·~.C, •.. · . . •. . ;?~ . ' ', :.<:., ...

' 1=111='11~ . :·,:: .. ·~ .:1 : I 111=1 l='m'= '" 1 '-=ill Ill ""'Iii

16"x 16"

EXISTING I FS

3b

NEW WORK WALL SECTION SCALE 3/ 4" = 1 '-0"

-y

t::::

EXIST PLYWD

GYP BD, SEE INTER ELEV

INTERIOR

z: :::;:

= ro I

c.o

Ct: 0 0 0

CONC SLAB, SEE FDN & FLR PL

z: :::;:

• <0 I

['.

• 0 I

0 4" 8" 12" 24"

SCALE IN INCH

EXIST WD STUD WALL

EXIST PLYWD, SEE EXTER ELEV

z: :::;:

• <0 I

['.

.

/~XIST CONC CURB

2-#4 BOTH = t 0 WAYS I .

~

':q-_

0 4" 8" 12" 24"

SCALE IN INCH

EXIST PL YWD-----..

EXIST WD FLR JST

REMOVE EXIST DAMAGED GYP BD.., SEE REF ---' CL~> PL

EXIST WD BM------/

REMOVE EXISTING 4x4 WD POST

2a

EXISTING I DEMOLITION WALL SECTION SCALE 3/4" = 1'-0"

1-(/)

x w

-H = ro

I <0

REMOVE EXIST CONC SLAB, SEE DEMO FDN & FLR PL

0 4" 8" 12" 24"

SCALE IN INCH

EXIST PL YWD----.... 11~--EXIST PL YWD SEE EXTER ELEV

i=========::!i 4Ht---EXIST WD STUDS EXIST WD FLR JST

GYP BD, SEE REF CLG PL---'

EXIST WD BM __ __....

4x WD BLKG _____ ../

GYP BD, SEE----------11 INTER ELEV

2x4 WD PL WI AB'r SEE DET 6 ON THIS SH ..:..._ __ ,

SEE DET 6 ON THIS SHT ~ "

#4 j VERT AT 24" OC ~ ~/ 6" THICK CONC WALL I

CONC . SLAB, SEE--. FDN & FLR PL

1 '-4" F6

4 WALL SECTION SCALE 3/4" = 1'-0"

ADD "Z" FLASH AS REO WD BLKG

PLYWD TO MATCH EXIST ON BLDG PAPER

2x4 WD STUDS AT 16" OC

FLASH, SEE DET 6 ON THIS SHT

ALIGN WITH EXIST CONC CURB

1-#4 HORIZ <x AT 24" OC :::;:

u_

SlOPE) > ~

r--2-#4 L CONT

l[)

z: :::;:

= c.o I

['.

• 0 I

0 4" 8" 12" 24"

SCALE IN INCH

EXIST

EXIST WD FLR

GYP BD, SEE REF CLG PL-----'--'

EXIST WD BM------/

. "SIMPSON" AC4 OR ACE4 POST CAP-----'

4x4 WD POST

"SIMPSON" ABA44----, STANDOFF POST BASE

z: :;:;;:

<0 I

['.

CONC SLAB, SEE----, FND & FLR PL .----2-#4 BOTH

WAYS

II

16''x16"

SCALE 3/4" = 1 '-0"

EXIST OR NEW WALL --------o-1

CONC SLAB, SEE---, FDN & FLR PL

8"

SCALE 3/4" = 1'-0"

2x4 WD PL DIAx 8" LON 32" OC W/ WASHER

W/ 1/2" · GAB AT 3"x3"x1 / 4"

GYP BD, SE ELEV

E INTER

'. m •"

.,-. {

.. 1\\ ~\ \ ... -~

"-...)

r-

!; ...-:::::: .1.

~ .. ~ ~ EDGE BEAD

6" THICK C

. I' • • ~ . 1 .

. q . I . . ~ ell· ..

. :. • .I ·: q• ONC WALL J . . _.cl.

q. . I ·I .' . " /' 1\ . I . q

.::,1 .· ~ A5.1 r 1.1 . 'I!

• I ·. ~ . 'l'

DETAIIL SCALE 3" = 1 '-0"

0 4" 8'' 12" 24"

SCALE IN INCH

• 1-#4 COI'JT

0 I

0 4" 8'' 12" 24"

2x4 WD STUDS AT 16" OC PLYWD TO MATCH EXIST ON ffiLDG PAPER

26 GA FLASH

SLOPE .

1 ~2" RADIUS • N

( OUND) ......... ~

~

0 1" 2" 4" 6"

SCALE IN INCH

' i' j i: \: i:

:; :: q i; i' l i • ; !

! ::

l j

l I !

Page 18: h~dhhl.hawaii.gov/wp-content/uploads/2015/11/8-Addendum-No... · 2015. 11. 8. · c. provide 3011 felt below all plate resting on concrete or masonr't d. timber connectors shall be

• 0 I

I")

!;;:

4x4 WD POST ATTACH TO EXIST CONC SLAB WI "SIMPSON" ABA44 STANDOFF POST BASE & ATTACH TO WD BM WI "SIMPSON" EAC4 END POST CAP----,

4x4 WD POST ATTACH TO 2x4 r­WD PL W(. 1 "SIMPSON' BC40 1 HALF BASE & I ATTACH TO EXIST WD BM W/ "SIMPSON' [.f-\1,.,.,.

END POST

}===-EXIST WDJ ! BM ABOVE I

I I _______ .J

NORTH

~-----CONC SLAB & FTGt, SEE FDN PLA1~ DWG NO A2.2

INFILL TO MATCH EXIST

4x4 WD POST ATTACH TO EXIST CONC CURB W/ "SIMPSON" ABA44 STANDOFF POST BASE & ATTACH TO WD BM W/ "SIMPSON" ACE4 END POST CAP

A

STAIH DETAIL I ~ASIEM!IENT LEVEL 0 .5' 1' 2' 4'

II

SEE DET GIA7.2

SEE DET HIA7.2

SCALE 318" = 1 '-0"

1L2" GYP BD ON 3~8" PLYWD S TG /

/ I

6" MIN--,---,

3'-0" MIN

SCALE IN FEET

3'-0" N

DET I THIS

I I I

I /

/

--,SEE DET 5IA7.1

0 0.5' 1' 2' 4' SliECTION -_ IE ~sc~A~L~E ~3~1~8·~· ~1-1 ·~o;;-c-.. ------lw~·.-~-~~~

SCALE IN FEET

j

('-36" HT GUARD ----, RAIL

12"

• HANDRAIL~~ tl 36" HT D I ,.,..------'-----1---l GUARD-t-t---....._ - 1 ' .-.- +-----'~<-RAILING ~ 2

14

..... I I

10' 'MIN

EXIST CLOSET1 I

) I r

EX 1ST WALL-

3

4

~

/c\ "--~

6" MIN-....:..,..'--..:,

3' -0" MIN 11 0" l

;:: 13

v12

11

3' -0" MIN

7'-10"± (EXIST)

NORTH

STAIR DETAIL I

0 UPPER LEVEL SCALE 318" 1 ' o"

3' -0" MIN 1' -1 0" 3' -0" MIN

HANDRAI1

4-2x12 STRINGER

112" GYP BD ON 1f' 3~8" G P BD S TG

SEE DET · GIA7.2

SEE DET HIA7.2

0 .5' 1' 2' ... I I SCALE IN FEET

\ I I I

I /

/

--,SEE DET 5IA7.1

4'

3'-6"

SEE DET I ON THIS SHT--,--:.-1

2x4 WD FLR JTS AT

':..t- 1 6" ()r.---t-11-+--' -....... I") 2x4 wn·--Hit-------Jell ~"--1 STUD AT -:..-- 16" oc

SEE DET 5IA7.

SEE DET HIA7.2-----/

0 SECTION SCALE 318" 1 ' 0"

YWD BLKG AT 16" oc

1/2" GYP BD ON-------11 318" PLYWD sf-JTG

SEE FND & FLR PL

16" F4

G FOOTING DETAIL SCALE 31 4" = 1 '-0"

PLYWD

rEXI:ST WD FLR JST

~bj!l-...... . ..tvA WD BM

1 12" GYP BD

'--t---4-·ZX"I2 WD STRINGER z ATTACH TO ~ 4x8 WD BM ~ WI 1 "SIMPSON" ~ IILSC ADJ !3TRINGER CONNECTOR

0.5' 1' ... I

2'

-H • 00 ........ I")

~

I . 00

4'

SCALE IN FEET

---c-·cxj- WD STUD AT oc

2x4 WD PL ON 30# _,.,.----FELT WI 1 12" DIA x

1 0" LONG AB AT 32" OC WI 3"x3"x1 I 4" WASHER

• 0 I

0 4" 8" 12" 24"

SCALE IN INCH

t 1 0" MIN ·r NOSING 31 4" MIN-----,1 ~ - 1 114" MAX f h===:::::J--;.;Ht=i'f•~

~ ~ ~;;;--

STAIR DETAIL I SCALE 1 1 /2" = 1' -0"

~

4-2x12 WD STRINGER

0 2" 4" 8" 12"

SCALE IN INCH

• ~ ~ a:::..--'1 <.Ol0f.0

SEE DET 5IA7.1

SEE DET HI A 7. 2 .:._· _ ____:_ _ _./

3' -6"

SIECTIOrxJ D SCALE 318" =

2x4 WD PL ON 30# FELT WI SHOT PIN (1 1/2'' MfN INBED) AT 32" OC

3 I r--...l

4 I r--...1 I

1 '-0"

SCALE 314" = 1'-0''

..---Ll<<~- WD STUD AT 1 oc 12" GYP BD

2!: HANDRAIL :2

• 11)

I I'-

• 0 I

I")

-H • 00 --..;,_ I")

~

I 00

SCALE IN FEET

0 4" 8" 12'' 24"

SCALE IN INCH

i I' j:

i i

' ' .,.,. ----illllilif!( ! ! i ' I: 'i l ~ i

; ; ~ ' '

J

II '

i

il I

,. .J I

) ),'

'---------~--~----------------------~--------------------------------------~--------------------------------------~--------------~----~-------~----~----o~-------=···=--=··~=--~------------~- ~=-------'

Page 19: h~dhhl.hawaii.gov/wp-content/uploads/2015/11/8-Addendum-No... · 2015. 11. 8. · c. provide 3011 felt below all plate resting on concrete or masonr't d. timber connectors shall be

REMOVE EXIST CORRUGATED METAL--. ROOFING & FLASHING, SEE DEMO ROOF PLAN

EXIST WD PURLINS &---. RAFTERS

EXIST-----I WD BM

EXIST-----I 4x4 WD POST

EXIST--++---------1

r--- CUT & REMOVE EXIST PLYWD, FLR JST, CARPET, HARD TILE, ETC ...

EXIST PL YWD ----,

EXIST A GUARDRAIL

F= EXIST PLYWD- F=

WALL ~999977rr~~999977r=========~==========================~ ~====~=H /LilLL/L/LL/LL'LLLLL/LLl.____ ---·------------------------- ·-·-- ______ ,-------------- ____ EXIST j

EXIST~ 1

CONC POST & PIER

! \

I .... .L. _ _L"i

EXIST CONC -~-------~ CURB

REMOVE EXIST DAMAGED GYP BD, -SEE REF CLG PL

-REMOVE EXIST CONC SLAB, SEE DEMO FDN & FLR PL

-tl<.!l • z o­~1---IU1

X <OW

1--

WD FLR JST I

EXIST--I 4x4 WD I

POST I

EXIST CONC I

POST & I PIER ---

I I

• 00 I

<0

, o" 3-

WD FASCIA & RAFTER, SEE ROOF FRAMING PLAN DWG NO A2.2 ----,.

.---CORRUGATED METAL ROOFING & FLASHING, SEE NEW WORK ROOF PLAN

1

ROOF 12 PITCH

1-----------4x12 WD BM __ __...

WD BRACING,~-11\1 SEE NEW WORK EXTERIOR ELEV

4x4 WD POST & CONC 1\f-~---:,...--------'FTG, SEE DET D ON THIS-.---111

SHT

EXISTING I DEMOLITION SECTION THRU BUILDING 0.5' 1' 2' 4' SECTION THRU BUILDING 0.5' 1' 2' 4'

A SCALE 3/8" = 1'-0"

CORRUGATED METAL ROOFING & ----, FLASHING, SEE NEW WORK ROOF PLAN

RAFTERS

EXIST'---1r WD BM

EXIST----1 4x4 WD POST

I

EXIST--++-------------1 WALL

EXISC~ CONC POST & PIER

' I I

\1

•t.J\1::> I CLG

.--STAIR SEE DWG NO A7.2

EXIST PLYWD--,

~~~ll================r=======,=============9

GYP BD, SEE REF CLG PL -

.-CONC SLAB & FTG, SEE FDN & FLR PL

• <0 I

r---

!EXISTING I NEW WORK SECTION THRU BUILDING SCALE 3/8" = 1 '-0"

SCALE IN FEET c SCALE 3/8 = 1 '-0"

,--CORRUGATED METAL ROOFING & FLASHING, SEE NEW WORK ROOF PLAN

EXIST---H GUARD RAIL ffi=r=r=n='FFiFFT=r=Fri=FFi=r=r=n='FFiFFT=r=F"FFFFT=r=T=n='FFiFFT=r=F'F'i""''

i=

EX~~-:~ PLrvvu·

EXIST- v' WD FLR JST

EX I"' 4~4-wD

- POST

EXIST CONC POST&\.. PIER "f

l'i_J_ -'--,1

\ ,___,Atx12 WD BM

.____ WD RAFTER & WD PURLINS, SEE ROOF FRAMING DWG NO A2.2

'------"SIMPSON" HUSC412 HANGER

SEE NEW WORK EXTERIOR ELEV

4x4 WD POST & CONC ----,,-----1 FTG, SEE DET D ON THIS SHT

r- EXIST GRAVEL -~

0 .5' 1' 2' 4'

SCALE IN FEET

2 -"SIMPSON" H2.5A STRAP-------"

"SIMPSON" EPC4Z END--~­POST CAP

"GRACE" PEEL & _,.­STICK MEMBRANE

1

SCALE IN FEET

ROOF 12 PITCH

FULL HGT WD BLKG

!lltTid----WD BM, SEE ROOF FRAMING PLAN DET B/A2.2

!--------'--- WD BRACING, $EE NEW WORK EXTERIOR ELEVATIONS

4x4 WD POST-...,.-----__,_,.

"SIMPSON" CBSQ44-SDS2 COLUMN BASE -

"GRACE" PEEL & -.__ · STICK MEMBRANE

CONC FTG l- __ ____j ----'--------~~

4" MIN COMPACTED~ - - _j BASE COURSE

16"x16" MIN

0 2" 6" 12" DETAIL D SCALE 1" = 1 '-0"

SCALE IN INCH

';

l : -[ .

' J

Ai'/3-, . . _,.- / . ; . . .'_ ..

Page 20: h~dhhl.hawaii.gov/wp-content/uploads/2015/11/8-Addendum-No... · 2015. 11. 8. · c. provide 3011 felt below all plate resting on concrete or masonr't d. timber connectors shall be

------------··--· ----------------------------------------------------------------------------------------------------------------------------~~~------·······-----···~ -~~~~~ ,- _ , ..•. ,._ ................ ,,.,.._ -···"'" -.~.,-····-~·~·'""-""""-'"'"·-···""''"'-"'•'· ,........., __ ~=~"~ ~,.-.,., -, ,.If"'

I1S·LANtD OF HA WAll NOT TO SCALE

PUHIBAY

KUHIO BAY

FIILO INTERNATIONAL AIRPORT

.. , AIRPORT ROAD

LOCATION MAP NOT TO SCALE

;;j c "' z 0

"' :i'

PROJECT LOCATION

;I c "' z 0

"' 'i!

II

STATE OF HAWAII DEPARTMENT OF HAWAIIAN HO;M·~E LA:.

I FB-16-H H L-005

3 BEDROOM HOUSE REN:O:V

t:;J w. IO (!)Z

1 .

2.

3.

4. 5.

6.

7. 8.

9.

10.

0 z 3: <(. 0:::0 oz

TS1

A 1.1

A2.1

A2.2

A3.1

A3.2

A4.1 A5.1

A6.1

A6.2

10 TOTAL SHEET

LOT 131-A-3

WAIAKEA, SOUTH HILO, ISLAND OF HAWAII, HAWAll

TAX MAP KEY: {3) 2- 1- 021: 010 372 DESHA AVENUE

SUBDIVISION APPLICATION NO: SUB-15-Q:Cl14ki3

DESCRIPTION

TITLE TITLE SHEET, INDEX, MAP

ARCHITECTURAL EXISTING SITE PLAN

EXISTING I DEMOLITION FLOOR PLAN

EXISTING I NEW WORK FLOOR PLAN

EXISTING I DEMOLITION EXTERIOR ELEVATIONS

EXISTING I NEW WORK EXTERIOR ELEVATIONS

EXISTING I DEMOLITION I NEW WORK ROOF PLAN, DETAILS REFLECTED CEILING PLAN

EXISTING I DEMOLITION INTERIOR ELEVATIONS

EXISTING I NEW WORK INTERIOR ELEVATIONS

APPROVED BY:

AN, HAWAIIAN OF HAWAII

COMMISSION

' d i

l) !' • ! I .

II d l l

I i '' j i lj l' : 1 j 1 i I ! I i'

'

D~AWING No.

11······1' " .

Page 21: h~dhhl.hawaii.gov/wp-content/uploads/2015/11/8-Addendum-No... · 2015. 11. 8. · c. provide 3011 felt below all plate resting on concrete or masonr't d. timber connectors shall be

LAUAE YUNG AVENUE

100.00' ------,,-------------. -----..-----

EXIST UTILITY & LAUNDRY----------+------,

EXIST ELEC METER--------------

INSTALL NEW UNDERGROUND GAS----.-... LINE CONN TO TANKLESS WATER HEATER & DRYER

NEW 1 20 GAL PROPANE TANK ----------:...---1-:1~~r=I-:.:--:.:-:.:--:.:--:.:--~---; VERIFY LOCATION W/ CODE l !

I I I

I I I I I I

VERIFY CLEARANCE AS REQ BY CODE -------'1-__, L -------~:::::::r-+/-i=--=--=--='---":--1 --+-----+ EXIST CARPORT I

I • 10

I~ I'¢ I

I EXIST CONC DRIVEWAY ------------t--1_1-_--. _ _, _.- 1

' I ' I I I

EXIST CESSPOOL--------

I INSTALL NEW UNDERGROUND WATER LINE-----If---------:1 I ' -H •

0 I

I I I

EXIST UTILITY POLE, VIF ------N I'-I

I

I ~

I I

I I ' I I ' I

: . i I I

--- ___J....__,._ -1 00.00'- i-=------ ---1.-----

~----------EXIST WATER METER BOX 372 DESHA AVENUE

NORTH

o 1 o' 20' 30' so' IEXI$ii!NG SITE PLAN A SCALE 1" = 30'

SCALE IN FEET

ARCHITECTURAL ABBREVIATIONS & and @ at

A AB ADJ ADJA ALUM APPRO X

B

degree

pound I number

Anchor Bolt Adjustable Adjacent Aluminum Approximate

BD Board BLDG Building BLK Block BLKG Blocking BM Beam BOT Bottom BR Bedroom BRKT Bracket

c CAB CCJ CHAN Cl CJ CK CL

CLG CLR CLS CMU

CNTR co COL CONC CONN CONT CONTR CORR CP CR

CT CTR CTSK

Cabinet Crack Control Joint Channel Cast Iron Control Joint Caulking Centerline I Clearance I Class I Closet Ceiling Clear Closure Concrete Masonry Unit Counter Cleanout I Cased

Opening Column Concrete Connection Continuous Contractor Corridor I Corrugate Carpet Closet Rod I Curtain

Rod Ceramic Tile Center I Counter Countersunk

D d DBL DET DIA DIAG DIM ON DR OS ow DWG DWR

E EA EJ EL ELEC EP

EQ EQPT EW EXH EXIST EXP EXT

F

Penny (nails) Double Detail Diameter Diagonal Dimension Down Door Downspout Dishwasher Drawings Drawer

Each Expansion Joint Elevation Electrical Electric Panel Equal Equipment Each Way Exhaust Existing Expansion Exterior

FAST Fastener FDN Foundation FIN Finish I Finished FIXT Fixture FLASH Flashing FLG Flooring FLR Floor FLUOR Fluorescent FO Face of ... FOC Face of Concrete FOM Face of Masonry FOS Face of Slab I Face

of Studs FR Frome I F rant FT Foot I Feet FTG Footing FURR Furring I Furred FUT Future

G G Gas I Girder /

Gutter GA Gage GAL Gallon GALV Galvanized GB Grab Bar GL Glass GLU-LAM Glued Laminated

Wood GND Ground

H HB HC HDWD HOWE HGR HGT HORIZ HTR

ID

IN IINSUL INT

J JAL JST JT

K KIT

L LAM

LAV LOC LT LTG

M MAX MC MECH MET MFR

MIN MIR MR MTD MTG

N NIC NO NS NTS

ARCHITECTURAL REFERENCE SYMBOLS

ELEVATION (EXTERIOR OR INTERIOR)

ELEVATION (INTERIOR)

VIEW LEITER

SECTIONS

s

I

w

' E

LEITEM NUMBER IDENTI NG ELEVATION

N DRAWING NUMBER ON WHICH ELEVATION IS DRAWN

LEITER I NUMBER ___...-IDENTIFY1NG SECTION

DRAWING NUMBER ON ....___WHICH ELEVATION IS

DRAWN

Hose Bibb Hollow Core Hardwood Hardware Hanger Height Horizontal Heater

Inside Diameter (dimension)

Inch Insulation

. Interior

Jalousie Joist Joint

Kitchen

Laminate I Laminated Lavatory Location Laundry Tray Lighting

Maximum Medicine Cabinet Mechanical Metal Manufacture I Manufacturer Minimum Mirror Moisture Resistant Mounted Mounting

Not in Contract Number No Scale Not To Scale

0 oc OBS 00

OPNG

p PL PLAM PLAS PLBG PNL PR PPROP PRV PSF

PT PTN

PVC

Q QT

R RCP REBAR REFR

. REINF

REO RESIL REV RF RFG RH

RLG RM

On Center Obscure Outside Diameter

(dimension) Opening

Plate I Plan Plastic Laminate Plaster Plumbing Panel Pair Property Pressure Relief Valve Pounds Per Square Foot Paint I Point Partition

Polyvinyl Chloride

Quarry Tile

Radius I Riser Reflected Ceiling Plan Reinforcing Bar Refrigerator Reinforced I Reinforcing Required Resilient Revised I Revision Roof Roofing Robe Hook I Round

Head Railing Room

S South SC Scale I Solid Core SCHED Schedule SCR Screen I Shower

Curtain Rod SO Smoke Detector I

Soap Dispenser I Shower Drain

SECT Section SF Square Feet SH Shelf SHR Shower SHT Sheet SHTG Sheathing

·-··' ._ .... -.. , ... .. '"---- ·- -~-~'"'" ····~· .... -~.,_,.-~= .....

SIM Similar SL Sldfe SLOG Sli ing SLNT Sealant SPEC Specification SPKR Speaker SPRK Sprinkler SQ Square SSK Service Sink SST Stainless Steel STD Standard STL Steel STOR Storage STRL Structural STRUC Structure SUSP Suspended sw Switch SYM Symmetrical

T T&G Tongue and Groove

t~s Tub I Shower Tower Bar

TEL Telephone TFMR Transformer THK Thick I Thickness THR Threshold TLT Toilet lV Television TYP Typical

v VERT Vertical VTR Vent Through Roof VIF Verify in the Field

w '

WI With WIO Without we Wallcovering I Water

Closet WD Wood WOP Wood Paneling wow Window WH Water Heater WP Waterproof WSCT Wainscot WWF Welded Wire Fabric

ROOM NAME LIVING.-. ROOM NAME

DffiAWING REVISION

DOOR SYMIBOL

WINDOW SYMIBOL

DRAWING TITLE

TITLE LETTER / NUMBER IDENTIFYING DRAWING ON SHEET

ROOM

~NUMBER IDENTIFYING ROOM .

1\ ----NUMBER IDENTIFY. lNG LiS SPECIFIC REVISION

~NUMBER IDENTIFYING. ~ DOOR SYMBOL

~LEITER IDENTIFYING \:J WINDOW SYMBOL

r TITLE OF DRAWING

"FITLA~E SCALE 1" = 0'-1"

l SCALE OF DRAWING ON FULL SIZE SHEET

1 I

'\

I. I

I

! j

'

·l ! 1

J

j " l " l i

i I

'

G) ;= E-o-~ ~C:i) .0 q 'G) •

'6'-c: ] 5.~.~ .... •u;: O,;iJ: o·~ 0 ~ 0. .. ,-·- ~ ll)',d) :.c:::: .<1.1 c. 0::+' .'G'l O..:;,~;g Cf.l 0 0

~ E'B ~ t ii ;g,_)u ~-':0 2 ~ c:_· .... c: li)"::J•0 ::J ·- c j£:1...0G) 00~

§? i! = ~ @ .;.;.

"'' ! "" I ~ ,. I .,.,

' "'' ~ ~ il! "'1 ~ jjij

~ !ill! I

41: ]Dj •. Ill. . . . " ~ -

1.41\ 'ill ~ Mill. I(!

I II

i I

I II I i I

I I I I

,; • .,.,.

l!l

l i I til ,, !'

i'

d

Page 22: h~dhhl.hawaii.gov/wp-content/uploads/2015/11/8-Addendum-No... · 2015. 11. 8. · c. provide 3011 felt below all plate resting on concrete or masonr't d. timber connectors shall be

• 0 I

.....

• 0 I

0 N

• 0 I

ro N

5' -4" REMOVE EXIST WATER HEATER REPLACE W/ NEW OUTDOOR TANKLESS WATER ---~.....:_____, HEATER (GAS) I REMOVE EXIST DAMAGE ELEC BOX I - - -

~~~ ~ft~~5l1

DASHED LINE OF-­EXIST ROOF OVERHANG

REMOVE EXIST ----L-_./ DAMAGE DOOR & HARDWARE

14' -0"

8' -8JI

REMOVE EXIST SLIDING GLS WDW

EXISTING LAUNDRY I 111 I

REPAIR PIPING & WALL,~.. SEE DET B uN THIS SHT

REMOVE EXIST DAMAGE BI-FOLD DOORS & HARDWARE

EXISTING CARPORT I 11 o I

4' -0"

EXISTING DINING ROOM I 102 I

58' -0"

18' -0"

REMOVE EXIST RUST ELEC PANEL AND REPLACE WI NEW ELEC PANEl W/

r-'--LOCK (CORROSION RESISTANCE &

REMOVE EXIST DAMAGE COUNTERTOP

REMOVE EXIST SLIDING GLS WDW

REMOVE EXIST SLIDING GLS WDW

5' -8"

s

N

EXIST TUB "

5' -4"

s

N

11'-0"

.---REMOVE EXIST RESILIENT TILE FLRG

REMOVE EXIST SLIDING GLS WDW

REMOVE EXIST ENTIRE CARPET, PAD ETC .... REPLACE W/ LAMINATE FLRG

REMOVE EXIST ENTIRE

• 0 I

.....,

• 0 I

..... N

.'f-7''-----?ISI------1- WALL PANELING & REPLACE W/ 0 GYP BD 1 SEE INTER o ELEV ~

-.........L-REMOVE EXIST SLIDING GLS WDW

L__

1......7---.:...._-____c'--REMOVE EXIST _ __________ 1---t-----------....J _ ~~~-T _ _ __ SLID_ING _GLS WDW

PANELING &

'---r-- REMOVE EXIST ENTIRE CARPET, PAD ETC .... REPLACE W/ LAMINATE FLRG

_ _j

NORTH PLAN NORTH

18'-o"

EXIST CONC WALK

16' -o"

e----+---- EXIST CONC DRIVEWAY

REPLACE WI GYP BD, SEE INIER ELEV

1 o' -4" 2' -8" 11'-0"

A !EXISTING I DEMOLITION FLOOR PLAN o r 2• 4• 6• rsscCAAtL~E:11/f44'"~~1'~o("----~~~~~-=~~~~~----~--~--------------------------------~~

REMOVE EXIST--::------,...­DAMAGE 81-DOOR & HARDWARE

ADD COLD & HOT---_/ WATER PIPE FOR WASHER

m J:)

CUT & REMOVE ___ _ EXIST DAMAGE GYP BD, PATCH CEILING TO MATCH EXIST ADJACENT SURFACE

REMOVE EXIST MET RFG, SEE DEtviO-_/ ROOF PL

LEGEND

~ REMOVE

GEN NOTES:

,-------EXIST SLIDING GLS WDW TO REMAIN

4' -0"±

SEWER PIPE

REPAIR ALL CEILING (~XTERIOR & INTERIOR) & PATCH TO tv1ATCH ADJACENT SURFACE

0 . I '<1-

1. CONTRACTOR SHALL PREP ALL SURFACES TO BE PAINTER

! )

r, l

~ ( i ,.._ ____ "" '.p

I .l

'. 1 '

: i' i

41· _.ii - Jll. -_,_ -~~·

B¥: •1\!lll

· • BY: Jl!lil!@

Bti:

SCALE IN FEET

- --"--------------------------------------------_j __________ ~..........,..-==~~ !/1;.,!'1}, __ •: . . . ...... . ·····- ......................... )/ ·.>;;;,.........,...,~ .... il'c, .... _il· _ _,

Page 23: h~dhhl.hawaii.gov/wp-content/uploads/2015/11/8-Addendum-No... · 2015. 11. 8. · c. provide 3011 felt below all plate resting on concrete or masonr't d. timber connectors shall be

0

• 0

0 N

• 0

00 N

14' -0" 4'-0"

5'-4" 8' -8" I NEW ELEC PANEL VERIFY CLEARANCE BOX W/ LOCK

58' -0"

18' -0"

COUNTERTOP W/ SPLASHBACK -'------.

5'-8" 5' -4"

I DRYER VENT AS RESISTANCE & A A NEW OUTDOOR REQ BY CODE WEATHERPROOF) IENXSITSATLLSINNKEWFOR / '- / '-

11' -0"

AS REQ BY CODE-----;-----,'~ r-INSTALL NEW (CORROSION REMOVE & REPLACE S S

TANKLESS WATER ~ E C \. WE D \. 111 HEATER (GAS) 1 - - - "' - - - - -1- - - - - - - - - _GQUJill:RIQP_ 1-- - - ~j:;' -'-_--A6.y -1- - - -·- - - -

-t /c\E NEW RESILIENT /c\E 7'f" ' ]'!' r;:\

N~E~Box--+::--~~~~~~~~~F4~~,~~~~~~t--~~:~~~·~··~~~~~-=~: .. :~~-~~~-~~~~~~~~~~~~N00N~~~Hrn0 ~~~lRELEC ----+1-.........,-y_-{) 'J Ea+r~~~,G r~r18~T~~~ : v :, )L "~···~··· D • n··H; j))r fO~T 0 ~~idt: .1\1~1

DASHED LINE OF EXIST ROOF OVERHANG

I I 112 I L -.I-1J1 1).. -1-- .J '\ :;'!') · ... : . . .. : ;.: " 7 .. TXISJIN - r- '---, .--- • ii

II L9112 V/ 'II@ I t f'\1:0 II~ !0 ·.•.·• .... ·•. "·· E"'r' I ·BA'l'H.

DRYER- ROPM .. ,:,-. BtiTH .... !K' .: ... . .. ". ". · •. :

I SPACE (GAS) 1 3 /__.... .-:l.yr~-}. IJ, .. EXIST \AI

Vv ::·'f'.· ·-EXIST.~:· ~ TUB ,. ·~- '/ I WASHER----' >l:.' DR .,, -~'·"::::::::~~~;§l=;l-~==~===:!"T~=JU I SPACE c::: -+&4' , ~ ·/t-

I I I

I I I I I I I

I

Cl PROVIDE NEW Bl ____j

FOLD DOOR W/ LOCK

EXISTING CARPORT

1 11 o I

't:l ll .'..-'='-'..

~==================~C::::=====l -8H'"'TIO lr> ~ it.UKM

\

\

A

AC. I

..... "

IV::!

::1. ~ ~AIO u I ~ 1:

\\M:_ tl

"": Ao. 1 .I\

11 INhl o

""v·'/ .....

--

1-'

' o-0

'"

\

-\.-NEW

c; -

I

I

I @I

I I

I

I

I I I I

I I

I

NEW LAMINATED FLOORING

• 0 I

• 0 I

1'0

• 0 I

0 ~

• 0 I

..... ('!

_ r-- ___________ 1-----0-A ____ .:::E'-"XI.::::.~~:........:::~D:.:..R _ _j ___

0_8 __ _ - -c-- - - - - - - - - __j

18' -0" . 16' -0"

. ~·"·""

NORTH PLAN NORTH

A EXISTING I NEW WORK FLOOR PLAN SCALE 1/4" = 1'-0"

1 o· -4" 2'-8" 11' -0"

LEGEND

====== LAMINATED ====== FLOORING

-!-+-+- RESILIENT TILE -!-+-+- FLOORING

0 1' 2' 4' 6'

SCALE IN FEET

6' -0"

@@?)@ BI-FOLD TO MATCH EXISTING

@

• 00 I

to

1 3{8" THK HOL OW CORE

• 00 I

<D

NOT TO SCALE

9'-o"± VIF

0 VINYL FRAME, SLIDING GLASS WINDOW, TEMPERED SAFETY GLASS, CLEAR, NSECT SCREEN

t . . 1'

@ VINYL FRAME,

-H • u.. o_ 1>

1'0

SLIDING GLASS WINDOW, CLEAR, NSECT SCREEN

c NOT TO SCALE

' '

(§)

• 00 I

<D

4' -0"

I I I I • I

• I

I, I, ,I ~

I I I

00 I

to

1 3/8" THK HOLLOW CORE, HARDWARE & DOOR

BI-FOLD TO MATCH EXISTING

TO MATCH EXISTING

8'-0"± VIF

-H • u.. o_ I>

-:..-

® VINYL FRAME, SLIDING GLASS WINDOW, CLEAR, NSECT SCREEN

4'-o"± -H ->1'1':........:...-;-;;VI,;:-F =--,,,j<-1' ~ ~

3' -0"±

M ~j

0 @

J ' -H

• .. u.. o~ 1>

1'0 :rr

VINYL FRAME, SLIDING GLS WOW, CLEAR,

VINYL P'RAME, SLIDING GLS WOW, CLEAR,

NSECT SCREEN NSECT SCREEN

j'

' ; '

'' i

'

e

""" e ~ e I ~

.<L

, I '. .

!: :: , a ~-,· -1 .. ·-!. ~.·.-"-• "II fl

' j ' .1,

... .. .............. ' ..... .. .. . ...... " ..... -.. / '"l;, ____ ,

Page 24: h~dhhl.hawaii.gov/wp-content/uploads/2015/11/8-Addendum-No... · 2015. 11. 8. · c. provide 3011 felt below all plate resting on concrete or masonr't d. timber connectors shall be

REMOVE EXISTING------, RIDGE FLASHING

REMOVE EXISTING CORRUGATED METAL ROOFING, SEE DEMO ---t'--?L-7.LT-,.-/ ROOF PLAN

EXISTING WD POST -------1 OPEN TO EXISTING UTILilY'r'

OPEN TO EXISTING LAUNDRY

REMOVE EXISTING ----~-++---1*--H--~----+~ DAMAGE DOOR & HARDWARE EXISTING PLYWD SIDING

OPEN ExtSTING DR "

/ /

/

'· " /

/

.____,_ __ REMOVE EXISTING __ .v

SLIDING GLS WDW

A EXISTING I DEMOLITION EXTERIOR ELEVATION I FRONT SCALE 1 I 4" = 1. -0"

REMOVE EXISTING-------, RIDGE FLASHING

REMOVE EXISTING CORRUGATED METAL ROOFING, SEE DEMO ---l7L../-:-,L-/--1i ROOF PLAN

EXISTING WD FASCIA--~~,=~~~;;~-~-~~r=~~n71A~z7_~==~~~~=~~~~~~~~rr===lf=~~~~~~=~==rr==~ REMOVE EXISTING _____ J=d~x{22i~r--t~ SLIDING GLS WDW

EXISTING CORNER WD TRIM --.-JI

EXISTING PLYWD SIDING

EXISTING SLDG GLS DR

OPEN TO CARPORT

....____ __ REMOVE EXISTING _______ _:_1

SLIDING GLS WDW

ID C)

EXISTING I DEMOLITION EXTERIOR ELEVATION I REAR SCALE 1 I 4" = 1 '-0"

EXISTING PLYWD SIDING---------..

EXISTING FLASHING-----------.,_

REMOVE EXISTING CORRUGATED -----. METAL ROOFING, SEE DEMOLITION ROOF PLAN

EXISTING WD FASCIA ____ ,.__

REMOVE EXISTING SLIDING GLS WDW --------H--+f4'77Vo,.Y.74tt------+IS'V

EXISTING CORNER WD TRIM ___ ____,....j

EXISTING PLYWD SIDING

EXISTING PLYWD SIDING

EXISTING FLASHING-----------.,_

REMOVE EXISTING CORRUGATED---.. METAL ROOFING, SEE DEMOLITION ROOF PLAN

EXISTING ELEC METER -------tt--1

EXISTING CORNER WD TRIM -----'--....j

EXISTING PLYWD SIDING ------+HI

0 1' 2' 4' 6'

SCALE IN FEET

0 1' 2' 4' 6'

SCALE IN FEET

EXISTING SLOG GLS DR

LEGEND

REMOVE

GEN NOTES:

1. CONTRACTOR SHALL PREP ALL SURFACES TO BE PAINTER

2. INSPECT ALL EXISTING WOOD SIDING, RAFTER, ETC .•.. REPAIR OR REPLACE ANY DAMAGED, TERMITE OR ROTIING PRIOR TO NEW WORK

OPEN TO CARPORT

L....--H--_.:._- EXISTING WD BM

e---++--- EXISTING PLYWD SIDING

f------------1-if---- EXISTING WD POST

0 1' 2' 4' 6' EXISTING I DEMOLITION EXTERIOR ELEVATION I LEFT ~\ll[)liE 0 1' 2' 4' 6'

c EXISTING I DEMOLITION EXTERIOR ELEVATION I RIGHT SIDE D SCALE 1 I 4" = 1 '-0"

SCALE IN FEET SCALE 1 I 4" = 1' -0"

SCALE IN FEET ,1);, lill, il_ .1 ~~;.II.

I, " I' I i

I I

Page 25: h~dhhl.hawaii.gov/wp-content/uploads/2015/11/8-Addendum-No... · 2015. 11. 8. · c. provide 3011 felt below all plate resting on concrete or masonr't d. timber connectors shall be

LEGEND METAL RIDGEA '·:"51'-J "I'N"IG".------, SEE NEW WORK RO,OF., PLAN CORRUGATED METAL ROOFING

''' ' ' •C'·.i

CORRUGATED METAL ROOFING, SEE NEW WORK ROOF PLAN

FLASHING

+++++++-+ ++++++++ ++++t+·>t

++++++++ +++++++-+

+ + + + + + + + .................. ................. +++++++-+

++++++++ +++++++<

++++++++ +++++·++-+

REPAINT THE ENTIRE BUILDNG

EXISTING WD FASCIA.--~~~a~i~~~~~~~Ei~~~~f~~~~~~~~~~rE~9~~~~~~~~~W~~~~~~~~~~f:~i~~!:f REPAIR AS REQ [:: \\-' :;:::::I [:-: OPEN ::: ·_·_· .. _·.· ·.' ·, •. ;._.,' .. _._,/····_·_.·_ .. ·:>_: ExiSTING '::::;: I ' :. li< .• ,~( l;:;:;:;:;:;:;::::::;: ; ; ' :. ·-·· -:;:;:::: EXISTING WD POST -----~lt-: n, ·.· .. ·. .·. <· I.··.·. __ ··. • C ,,.-.,.·•·• ·.·_· · .. ·. DR·, :-:·.· 8' 1 -:-:-:-:-:-:-:-:-:;., · :·~ ''. :. :-:-:-:-

1:: '( f::::::: [:;: . 1"'-- .. !'.) ·l; ' <· ', 1}::: I I \, ;:;:;:;:;::::::::) ;-".··-·•;.•-•·-··:·, _,)/ ;:;:;:;: DOOR, SEE SCHED --------+1'"'-:'tllftt-,,«+.L, '+W, :"': :_-""': ;,:*; :.llF'"" ::; ! ··' I , 1 :; : / ~:::;:;;.;.;.;.;.;. ;-;-:-;-;-:- •• .; -:. ;-;··:;:;:;:;:;:;:; :-••• ;-;-:.;.:. :-:-;. :-;-:.;. :-:::::;:::

.. •. I\ A~- .. _,.~ 1::~ ::. ....... r_: ............................ ~ ... .,. .................................................... ..

EXISTING PLYWD SIDING =! r··:,::<-~ ~~-·- - <·- .. ~>>>>>>>>>>> <<<<<<<<< // 1.: .. :·: .. :·:·: .. :·:·:·:·:< .. : .. :·~-~--·:-~-:-~-:~:·:·:·:·:~:·· ++:+:+:+:+:~:·:·:·:·:·:·:·:·:·:·:·:·:·:·:·: 1 -~ :-·:· :-.._'+++++++++++:-_,_·:"+++++++++ +++++<·+++++++++++++++++ ++++++++++++++++++++++

+ • + + + + + + + + + + + • + + + + + + / • + • .. + + • .. + + + + + + • + + + + + + + + + + + • • • • + + + + + + .. + + + • • • + + ,:.•- ;_,_ • •_,_• - ... •,•,•,•,•,•,•,•,•,•,•,, •,•,•,•,•,•,•,•,•, r_._• • • • • • • • .. • • ·• • •• ,_......... .. ............ ,_ .............. .. 1<· l>,,•,~,.·< .-_ _,_·, ' lo-'_+++++++++++••·+ ++++++ +•++++++++++++++++++++++

l·<· 'f ··- : ....... ~.· .. ·.· .. · .. ·.··.·: .. ·.:.:··: ·.".· .. ·.·.'".·.·.·. / r.·.·.·.·.·.·.·.·.·.· .... ·.· .. · .. · ·.·.· ......... ~·~·~·~··.·.·.· ..... ·.· ........... · ... · ... · ....... ·.· .. ·.· ....... · ... · ... ·.· ... · ...

'--------WOW, SEE SCHED

A IEXI'STING I NEW WORK EXTERIOR ELEVATION I FRONT SCALE 1 I 4" 1 '-0"

METAL RIDGE FLASHING,----, SEE NEW WORK ROOF PLAN

CORRUGATED METAL --++++++H-!tl ROOFING, SEE NEW WORK ROOF PLAN

~....r----WDW, SEE SCHED

' ' ' . 'i/[< ,., •• .,_,,

_ _v/

/

0 1' 2' 4' 6'

SCALE IN FEET

RE><EIPSATIIRNGASVVDREFQ/\SCit\, ---------~·C:-t:!.:,.:,.::.'l-~!·~-~-~-~-rfr·~~-~,~-~"~-~-~-~-~·~-~-~-lif'~-~-~-~~rJf"~-~"~-~"~-~"~-~"~-~":-,"~-'~rr~·~;-fj-~-~~:~f•~~-r~f~-~-~-~urf·~-~~-~-~-~-~-~~-~-~-~-~-~~~·ffir·~-~-~-~j·~-~-~-~-~-~~-~-~-~-~-~~-~-~-~-~-~~-ff·~·1J·C:·O:·i:~-:,.:,.::.c: ••••••••• ~ ._, __ •· ··..::;-; ___ -•·_ .--- ~-·-·. tll-'''.)lll'';,;,;.?'lll .·.•111''''71 .<:m·.·.·.·.-.·.·.· l.i,< •'' .•••••• .· .·.·.·.·, ••••.•••.••••••·•••·.·•••·.• •.

-.1""3'-·-_co=-"-±...,,f1.)/) 1 : .i ~\}\~~~;~:~::1>~:·-;~);~~:;:;;;:;:;:;:1~/~))/ I~ 1.;':: }U ~; //U 7; 1i; /?~~~~~=-=~~,.:.;,-~.;.: .. .,;.:.,;.~,;.:.~:1':~,c-3~~·~~~0~~·-· __ ±::!~------------PATcH oR REPAIR sMALL DAMAGE

---------~-H:<<<< >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> -_:_._. L :<<< EXISTING SLOG > OPEN TO :<<<< >>>>!+~!+~<<<<<<<: HOLES TO -MATCH EXIST ADJACENT • • • .. • • • • .. • • ...... • • .... • .. • • .... • ... • .... • • .. • • .... • • .... • ...... ~ • • • .. • .... • ....... • .. • • GLS DR ' CARPORT ' • ... • .. • ~ ....... • • .. • • · • .. • • ...... • .. .. .. SURFACE + + ~ + - + + + t .. + + + + + + 7 + + + + + + + + .. + + + .. + + + + + + + + -1- + + + + + + + + + + + + + + -1- + + + + + + .. + + + t t + + + + + + + T + + + + + t -1- + + + + + .. + + + + + 7 + .. + + + + +.,. + + + + + + + .. + + + + .... + + + + + .. + + + + + + +. + + + .. + + + +.,. + +. + + '+ .- .• + • t + + + + + + + + + + + + + + + + + + + + + + + + + + +

+ + + + - + + + - + • + + t + + + + + + + + + + + + • • + + + + + + + + + + + + + + + + + + + + + .. + + + + + + + + • + + • + + + + + + + + + + + + + + + + + + + + + + + + .. + + + + t + t + + + + t t .,. t t + + t + t + t t T + t + -1- t + -1- t -1- -1- t + -1- + + + t t + -1- t t + + t + -1- + t t -1- -1- -1- -1- -1- t T -1- -1- -1- -1- + + t + + f + + + + -1- + + + + + + t + -1- + + -1- +

EXISTING CORNER WD TRIM

+ t T + T j- + t + + t + + + + -1- + + + + + T + + + + + -1- + .. + + + + .. + + + -1- + + + + + + + + + + + + + + t + + + + + + t t t + + + + -1- t + + + + + -1- + t + + + + + + + + + t + + + +++++++++ ++++<++++++-++++++++-+t+~+++++++++++++'l-++++++++++++ + ++++++++++++++++++++++++++

+ + T -1- T + + + + T + < + + + -1- t + + + + -1- + + + + + + + + + + + + + + + + + + + + + + + + + + + • + + -1- + + + + + + + + + + + + + + + + + + + • + + + + + -1- + .. + + + EXISTING PLYWD SIDING + + + + + + + + .. + + + + + + + 1 + + + + • + + + + + + + + + + • ' .. + • + + + + + + + + + + + + + + + + + + + + + + + + + + .. + + + + + + + + + + + + + + .. + + + + + .. +

+ + + + + + + + + + + + + + + - + + + + + + + + + + + + + + + + + + + + + + + + + • + + .. + + + + ... + + + + + + + .- ... + + + + + + + + + + • + + •• + + + • + + • + + + + + + + • • + + t • • + < - + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .. + + + + + + + + + + + + + + + + + + + + + .. + + .. + + + + + + + + + + + + + + + + + + + + + +

+ .. • + + + + .,. + + + + + + + + + + + + + + + + + + + + + + + + + + .. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .. + + +

++++++++

PATCH DAMAGE CONCRETE HOLES TO MATCH ADJACENT~-. SURFACE

REPAIR OR PATCH ......................................... t+++++++++++++++++++++++++++·+++ t •++ + ++++ +++++++++++++++++++++ ----- ~___...,"_.___.__..".~ ~----_._~...__._ .• ___ ..._.......__.__.._ --.~ ___.._____.__ ----- -·· .. ·-····--- .. --.. ····-··-- ~ ~ -~__._____.____,_______._______.__......__.__ __ .._ __ __..._,,~ ....... _"" ~

~...__,___ ___ _ DAMAGE CRACK TO MATCH ADJACENT SURFACE

EXISTING I NEW WORK EXTERIOR ELEVATION I REAR SCALE 1 I 4" 1 '-0"

EXISTING PLYWD SIDING

EXISTING FLASHING

CORRUGATED METAL ROOFING,----.._ SEE NEW WORK ROOF PLAN

E)(ISTING CORNER WD TRIM

EXISTING PLYWD SIDING

'----WOW, SEE SCHED --~--'

!EXISTING I NEW WORK EXTERIOR ELEVATION I RIGHT SIDE SCALE 1 I 4" 1 '-o"

+I • 0 I

L{)

+I

0 1' 2' 4' 6'

SCALE IN FEET

REPAIR OR PATCH DAMAGE CONCRETE HOLES (OR CRACK) TO MATCH ADJACENT SURFACt, SEE PHOTO E ON THIS SHT

E)(ISTING PL YWD SIDING

EXISTING FLASHING

CORRUGATED METAL ROOFING, SEE NEW WORK ROOF PLAN

EXISTING WD FASCIA,-------~"'~­REPAIR AS REQ

0 1' 2' 4' 6'

SCALE IN FEET

. ' . ++++-+++ ++ +++++++<·+-++++++++++++++++-++++

.. . .. .. . .. ;IJ;~~~~~~~~~;r:;::~~~~jf·t:~~~::::::~~~::::~~~::::::::~~::::::~1 +++++++ ++++ ++++++++-++ +++++++++++++++++++++++ + t t l ~ ~ + + t + + + + + + + + + + + + + + + -1- -1- t + + + + T + +

+ + + ... • .. +tf-;:0::;-:>: ........ ·• •• •• ...... ••• .. + •• + + •••• .. • .• • .... + + •• .. • ••• + .... + + .. • + + • ...... + .. + ....... ++ ++++++++++++++++++++++++++++++

+ + + + + + .. + + + + + .. + + + + + + • + + + + + + + .. + + + +

EXISTING ELEC METER,----------------It:"···."io !, :, : :_:: ·::::::::::: > :::::::::::::::::::::::::::::::::: :!-···::·::;·:c;·:c;c:+t---------T T •+++++ ++++++++++<•+++++++ REPAIR As REQ + + I I+ ' + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I + + + + + + + + + + .. + + + + + A.r'-r-"' •· tr.:A. + .. + + + + <· + +

+ + + I+ + EXISTING + .. + + + + + + + + + .. + \Jt1trM +.(I;) + + + + + + + +

EXISTING CORNER WD TRIM -----------... 1l>.>.>.:1tt,·.::: :·: .. :·: .. :·:· ....... •.·.· ...... · .. • ... • ..... · ............. •.• .. •.••·.• · SLOG GLS ..... · • · · .. · • · ... • ............... • .. .CA-Rf?ORT .... + ........... • ... l_ •• ,...~ • ....:.---1+---------....... ·.·tr.·T.. • ................ •• ••••••· ........... ••••• .... ••••• ......... ·.· .. • ........... • .. ••• • · • · ,_ • • DR · ..... • ... · .. • • • · • .. · · .. • • • ... • ... • ... • .......... • ---------------------------fl"'~··· .• ... t~·.· .·. . ... + ......... + •• + +~l'">r''.''c"'""'""'''r''r''."'•-"'.''.'''r''.''."'•·"'.''1'''.''."'•·"'."'.1hf--"'-------------

++tl++t ++++++ +++++++++++++·>++++++++ ................ tr.·.· . ... .... ·••••••• ... ••• • .. ~ ............ ••• ..................... ·.·.·.• .. ·.·~· .. ·.••• ........ ,.... t+++++t-+++++++++++++++++++++++

~-:~.:.~:~.1.!-_:.~:"::.· < ... + • .. • ... + ......... •• •• ~ .. • .. "~".· + + + + + ..... • + + ............... •• + .. • + •• + .... ..

EXISTING PLYWD SIDING

EXISTING I NEW WORK EXTERIOR ELEVATION I LIEFT $'1i!Dllt D 1 '-o" 1 I 4" SCALE

EXISTING WD BM

EXISTING PLYWD SIDING

EXISTING WD POST

0 1' 2' 4' 6'

SCALE IN FEET

' I . I '

l ·l.!-_' .. : '

' '

IB'Y:

IB'Y:

Page 26: h~dhhl.hawaii.gov/wp-content/uploads/2015/11/8-Addendum-No... · 2015. 11. 8. · c. provide 3011 felt below all plate resting on concrete or masonr't d. timber connectors shall be

EXISTING WOOD ----'---V FASCIA TO REMAIN

REMOVE EXIST! NG----.,--¥--,L~"--:~t/ CORRUGATED METAL ROOFING

D

NORTH

- -- -

II c -

A EXISTING I DEMOLITION ROOF PLAN SCALE 1 I 4" = 1' -0"

.

EXISTING WOOD FASCIA TO REM AIN

GABLE FLASH DETAIL 2IA5.

• 1

SEE

CORRUGATED METAL ROOF! SEE DETAIL 1

NG,

GABLE FLASH DETAIL 2IA5.

IA5.1

• SEE 1

.. 1 .

I

I I' I

I" I·•' I

I'

~ I

I

~ . ··.·.···'\

I

I

r-I I I I

. ···:' ··.··.· · ... '.

·. . ,. .. . ,. : . . .. ' ....

1- I [ 1-

I II I II I II I I

~

I -.. i

••••• '· ·····.. ;•, . : ,. : ;i I .. · ..... ',/ ' :• ' , . · ·;;. . ' .· . ' ' ·.··.·. ./ : i . 'If '· ' : •....•. ···••·•·· · .•.• •·. ···.:·· .. :·.·. > ·•··•

I I I I I I I I I I I I I L I= r- p

...---------~-----------------EXISTING VENT THRU ROOF TO REMAIN, VERIFY LOCATION

'---7''--:;~'Y'---++-- DASHED LINE OF EXISTING WALLS BELOW

~-,14--,L~L--/-.lfL-,L----,-"--:H-ryoL-7----T"--:,L-~+--r"--:4:1--/-+-l-- REMOVE EXISTING

\ li

h- ~ 1- 1- 1- .... ,. .. I I

I II : ' I I

I I II :: I I

II II ••••• I I

II II : .' I II I:: I II II II ': I I

11 II I II ••••• 1- II

~II •••• I II

.~ II ' I X r- I .. ·'

·. ····· ,·· ....•. · ' '< ' '/ ·.' : .. ·. :,, '· ,, ,, .• ,,,,, 'iii,·,··,············ .•. •'"' ··::~.<< . ,: ... .... _ _., ""' '"' ------ ,. ,·o·

; ' •: .... ·.:····· ...•.. <'•y········'' .. ···• .. . .. <·· . . .. , · IX : · < • ' · ... d ,; I ·•.···· ''/' . . . . : . I

•·

r- 1- r- 1- I '

I II • II I II .. I II II I II II 1···. I I II I II I I I II I I II I I II I I I I I II

I I 1- 1- 1- 1- 1- r r- r- I

1\ 1 .. I

PRE-MOLDED VENT FLASHING

0 1' 2' 4' 6'

SCALE IN FEET

EXISTING VENT THRU ROOF TO REMAIN, VERIFY LOCATION

DASHED LINE OF EXISTING WALLS BELOW

PRE-MOLDED VENT FLASHING, SEE DETAIL 1

z 0

ON THIS SHT I;;( ~ -' w

RIDGE 0::: FLASHING, 0 SEE DETAIL 0::: w 2 ON THIS I-

SHT X w w w (/)

NORTH 64'-0"± EXISTING

E) D

IEXJSTIN·G / NEW WORK ROOF PLAN SCALE 1/4" = 1'-0"

0 1' 2' 4' 6'

SCALE IN FEET

CORR MET RFG, SEE DET 1IA5.1

APPLY ADHESIVE '' ·•'i.cl;:ll--t-- SLNT BTWN FLASH

BASE

18x14 MESH, 0.011 GA, TYPE 304 SS SCREEN, CUT TO FIT & SECURED

NO CORR LAP AT VTR

WI SS PIPE CLAMP--:..

ALUM FACED FLASH TAPE

PREFAB EPDM FLASH BOOT 1-.SET IN CONT BED OF St.ALANT ----...._

APPLY ADHESIVE SLNT BTWN FLASH BASE ----.._

EXIST WD PURLINS---...~"---"'""-*'

EXIST VTR, PAINT ALL EXPOSED

.------ SURFACES TO MATCH ROOF COLOR

2 SS SCREW ~ w r--- SPACE AT 1" '-'" c.

OC AROUND >ill FLASH BASE TO ~ ---,.. SECURE = """

"'1

EXIST VENT THRU i'---"'-----"---tH-11-~----i> CORR MET RFG, EE DET 1IA5.1

ROOF, VERIFY SIZE------<-:1

NOTES: ---------'-.· 1. RFG SHALL BE 1/4-1/2" CLR OF

PIPE ALL -AROUND. 2. CUT RFG & BEND TO CREATE

POSITIVE SLOPE AWAY FROM VTR. 3. PAINT ALL CUT ENDS OF RFG WHERE

CONCEALED. 4. COORD VTR. LOCATION W /RFG RIDGES

AT ALL TIMES, ADJUST AS NECESSARY. SECTION

1 SCALE 1 1 12" = 1' -0"

CORR MET RFG, SEE DET 1IA5.1

2-ROWS BUTYL SEALANT TAPE

24 GA Gl FLASH, COLOR TO MATCH RFG

PLAN

24 GA Gl FLASH, COLOR TO MATCH RFG -----,

FLASH TAPE CONT ----,

FAST WI NEOPRENE WASHERS (CORROSION RESISTANCE)

INSIDE CLS STRIP WI BUTYL SEALANT TAPE TOP & BTM CORR MET---.._ RFG, SEE DET '~IJ:?I'~~ 1 I A5.1

EXIST WD PURLINS=-, --+--' VERIFY LOCATION

SECTION

SCALE 1 1 12" - 1' -0"

"--- CONT S~LANT AT VTR PENETRATION

"---- CL OF CORR RIDGE & VENT PII"E

0 2" 4" 8'' 12''

SCALE IN INCH

z !;';

• 0 I

FOR RF PITCH, SEE RF PLAN OR EXTERIOR

7 , ELEVATIONS -o·J

'-- EXIST WD TRUSS OR RAFTER

0 2" 4'' 8" 12"

' i ' ' '

! ! i

'1 .

! i . ' •

; : . : i

\' .

i I

' ' '

. I

DRAWN BY:

· OHECK!"P lilY:

· APPR0VED lilY:

' , ' }

. r

I

lr I

I[

Page 27: h~dhhl.hawaii.gov/wp-content/uploads/2015/11/8-Addendum-No... · 2015. 11. 8. · c. provide 3011 felt below all plate resting on concrete or masonr't d. timber connectors shall be

' + • • + ~ + • + + + + • • + • + + + + + + + + + + • t + + + + + + + ~ + + + + + + + + + + • + + • + + + + + + + + • • + • + + • + + + + + + 0 + • + + + + + + + + + + • + + + + • + + + + + + + + + + + + + • + + + + • + + • • + + + + + + + + + • + + + + • + + + + + + + • • , + + + + + + + + + + + + + + + + + + • • + + • • + • + + + + + • + • + + + + + + + + • • • + + + + + + + + + + • • + + + • + + + + + + + + + + + + + • + +

+ • + + + • • + + + + + + + + + + + + • • + + + + + + + • + • + • + + + + + + + + + + + + + • • • • + + • + + + + + t + + • + + + + + + + + + • • • + + + + + + + + + + • • • + + • + + + + + + + + + + + + + • + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + • • + + + • + • + + • + + + + + + + + + + + + + + + + + + + + + + + + + + + + • • + + + + + • + + • • + • + + + + + + + + + + • + • + + + + + + + + + +

+ + + + • + • + t + + + + + + + + + + + + + + + + + + + • + + + + + + • + + + + + + + + + + + + + + + + • + + + • • + + + t + + • + • + + • + + + + + + • + + + + + + + + • + + + + + + + + + + + + + ~ + + + + + • + ·:;?:· . "_- + + + + + + + + + .,_ + + + + + + + + + + + + + + .,_ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .. + + + + + + + + + + .. + + + + + + + + + + + + + + • + + + + + + + + + + . . . 0: + + + + + + + + ... + + + + + + .. + + + + + + + + + + + + + + • + + + + + + + + + + + + + + + + + .. + ..... + + + + + + + + + + + + + + + + + + + + + + + + .. + + + + .. + + + + + + + + + +++•I ++++++·>+.,_ ++++++++ +++++++++++++;-++++++++++++++;-++ .. +++ ++++++++++ +++++++++ .. +++++++++++++++.,_+.,.++

• • • + • + + • + + + • • + + • ~ + • • t + • + + + + + + + • + + + + + • + + • + + • + • + + + + + • + + • + • • + + + + + + • 0 + • + + • + + + + + + + + + + + + + + + + + + + + + + + + + ......... +++++++++ ..................................................................................... ++++++++++ +++++++++ ........................................ ..

+ + • + + + + + + + + + + + + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .. + + + + + + + + + + + + + + + + + + + + + + + + + + + • • + • • + + + + + • • + + • + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ~ + + + + + + + + + + + + + + + + + + + + + • • • + + + + + + +

llfi!I;::;:;:;:;::;;:;J!III!(Ii,,r;::;:;:;:;::;::;::;:::;::;::;:r;:~PIIflll ~ + + + ~ + + + + + + + + + + + + + + + + + + + + + + + + + + + + • + + + + + + + + + + + + + + + + + + + + + + j- + + + + + + + + + + + + + + + + + + + + + + + + ++++++++ +++++++++++++++++++++++++++++++·!·+++ ++++++++++ ···:o:···· +++++++++++++++++++++

+ T T T T T +++++++ ++++++++++++++++<+++++++++++++++++ ++++++++++ ++++ +++•> +•>+++++++++++++++•++++ + + + t + + ~ + + + + + + + t + + + + + f- + + + + + t 1 + 1• 1• ,, + + j- + + + + + + + + + + t + + + + + + + + + + + + t t + + + + '+ + :o-· + + + + + + + + . . + + + t T + + + + + + + + + + + t + t + + + t t

+ .. + + + + + + + + + + + + + + + + t + + + + + • + + + 0 + • • + + + + + + + + + + + + + + + .. • + + • + + + + + + + + + + • + • • + .. • + + + + • • + + + + + + + + + + + + + + + + + + + + + • + • .. ~ ~··· · · · · · ·. · · ·. ·. · ·· · ·. · · ·. · · · ··· · ·· .·.·.·.· · ·. · ..... ..... .. ·· ·· .. · ... · ....... · .... :0: .. · · · ·· · · .. ·. · · ·. · ·· · · ...... I* * * o* .. * * *r·· ·. · ··.... · · ..... · ... · ·· ..... · · .. · · · ..... ··· · · ·. · .. · ...... · .. · .. · ·· ............ Q: .... ·· .· .. ·. ·. · · · · ........ .. P ~

··~·.·.·.· ...... ~.· ... ·~· ..... ·.·.·.·.·.· ........... · .... · .... ·.·.·.· ·.·.·.·.··.·.·.·.· ...... ·.·.· ........... ·.·.... . .............. ·.·.·.· ........ · .. · .. · .· .. ·.·.·· ...... ·.·.·.· .. ·.·.·.· .. ·.·.·.· ...... · .·.·.·.·.·.· .. ·.·.·. + ~ + + + + + .,. + + + + + T + + + + + + + + + + + + + + + + + + + + + .. + + + + + + + ... + + + + + + + + + + +. • + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + "I" + + + + + + + + + + +

+ + + + + + + + + + + + + + + • + + • + + + + + • + + + + + + + + + + + + + + + + + + • + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + • + + + + + + + + + + + + + + + + + + + + + + + + +· + + + + + + + + + t + + • + t 0 + < • + + + + + t t t • + • + + + + + + + + + + + + + + + + + + + • + T + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + J- + + + + + + + +

t • • • • 0 + + + + + t + + + + + j- + + + • • + + + + + + + .. • + • + + + + + + + + + + + + + + • + • • + + + + + • + + + + + • + + + + + + + + + • + + • + • + + + + + + + • + + .. + + + + + + + + + + + + + • + + .. + •

REPAIR SCRAPED & -___ .... e:::-tt------+J.-'•'.-'•c,c•'-,-•'-,-C·~.,.,·c,c·'-,-·'-,-" • .,.., • .,..,.c,c·'-,-·'-,-·'-,-C·.,-!·'.-'·c,c•'-,-•'-,-" • .,.., • .,..,.C,C.'-,-'~-,..,_ • .,.., • .,..,.'.-'•c,c•'-,-'C" ,..,_ • .,.., • .,.,.'"'.'t-t"'.-'·-.'·'r''"" ~·~· + + + + .. + + + + + + + + + T + + ·> + • + + + + + + + + + t • + + • + • + + ~ T T T ~ T T T T T T T T T T T T T T T T T T T T T T + 0 + t + + + + + + + + + + t + t J- t + 0 + + + + ..... + t • t + + + + + .. • + + + .. + + + + .. + + + + + + + + 0 + + + +· + + + .... 0

RETAPED ALL CEILING + + + + + + + + + + + + 0 + + + + + + + + + + <• + + + + + + + + + + + + + t + + + + + t + 0 + + + + + + + + + + + + + + + + + + + + + + + + + T + + + + + + + + + + + + + + 0 + t + + + + 0 + T + + T + + + + + + + + 7 + + .. + + + + + + + t + + + + • t + + + + + • + • + + + + + • + + + .. + + + .. + + + .. + .. + .. .. + + + + .. + + + + + + + + + + + .. .. • .. .. + + + .. + + + + + + + • + + + .. .. + .. .. .. + + + .. + + .. + + + .. + • + + + + +++++++++++·1·~+·+++·1·+++++<·+++++++++++ +++++++++++++++++++++++++++++++++++ ++++++++++ +++++++++ ++++++++~++++++ + .. +

& PATCH To MATCH + + + .. + + + + + • + + ~ ... + + + + + + + + + + ..... + • + + + + t + + + + ·+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + • ·• + • + + + + .. + • + + + + + + + + + + + .. + ... + + + + + + .. + + + + • + + ~ + + + + .. .. + .. + + .. ~ ... • + + ~ .. .. + + .. .. ... .. .. + + + + .. + + + + + + + + + .. + + ... + .. + + .. + + + + + + .. + + + + + + + + .. + .. + + + + + + + + + ... + + + + + ... .. + + + .. + + + .,. + + + + + + .. + + + ...

+ + + +. + + + ~ + ~ + + + + + 0 + + 0 + + + + + + + + + .. + + + + > + + + + + <· ... + + + + + + + + + +. + + + + + +. + + + + + + + + + + + •· + + ·~· + • + + + + + + + + + ... + + + + + + + + + ..... + + .. ADJACENT SURFACE + + ~ + + + + + + + + + + + t + T + + + + T + + + 0 + + + + + + + t 0 + + + t 0 + 0 + t t t T + + + + + + + + + + + + + + + + + + + + + + + + + t + t ~ + + + + + + + t + + + + + + + + 0 + + + + + + • 0 + + t + + + + t + + + t f + 0 0 • + + + + + + + + + + + + + + + + + T .. + + + + + + + + + + + + + + + + + + + + + + + + + + + 0 + + + + + + + + + + + + + +

As REQ ••••••• .. ••••• .. • .. ••••• ..... ••••••••••• .... ·•·· .. ••••• .. •.••••••••••·.··•••••• ••• .. ••••••••••• .. ••••••••• .. • .. ·.••• .. ••••••••••••••••••••• .. •••.••••••••• ••••••• .. •.· •••••••••••• .. ••••••••• ·• • .. ~·.·.·.·.·.·.· .. ·.·.:· • •• • .. ••• .. • + + + 1• 0 +· + + + + + + + + + + + + + + + + + + + + + T + + + + + + + + •I + ·+ + <· + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + <· .... + + + + + + + 0 + + + + + + + + + + 0 + • + + + + + 0 • + + + f + + + + + + + + + + + + + + + + + + + + + + • > •• + + + 0 + + + • + + + + + + +'+ + + + + + + + • + + + + + + + + • + + + + + + + + + • + + + + + + + + + + + + + ... + • + + + + + •• +

••• .. ••• .. ••• .. • ..... • .. ••••• .. ·.·.·.·~~·.·.·.·.· .. • .. ••••• .. ••••• .. • .. • .. • .. o.• .......... ••• .. • ............ ·.·.~ ..... • .. ••••••• + + + ............. ••• .. • .. ·.,· .. ·~·-.·._· .. ._[·~·~·~·:;:·;.· + ... + .. + .. + .. + + + + + + + + + .. +.. .. + .. +.. + + + + + + + + + + + 0 + + + + + + + +•+ .·c+ + + + + 0 + 0 + 0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +

• + + + • 0 + + + + + + + + + + + + + + • • + + • + + + .. + + + + + + + + + + + + + + + + + + + • + • + + + • + + + • • ~ .. ~ • • + + + + + + + + • + .,. • + + ~ + + + + .. + + • + + + + + + + + • + + + +

+ + + + + i- 0 0 + + 0 + + 0 + 0 + + + + T + + + + + t + + + + + + + + t t t J- 0 •t + •+ •t + •> + 0 + + + + + + + t t + t + + + + + + + + t + t + t t • + + 0 + .. 0 ·:q· + t 0 + + + + + + + + + + t + + + + + t + + + +++++++T+++++~++++++++tt++++++t++++ ++t++++++++T++4++++++++++++++t++++++++++++++t+t++ ++++++++ ++++ + ++ + ++++~•·

+ + + + + + + + + + + + + • + + + + + + + + + • + + + + + + + + + + + + + + + + + • + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0 0 + + + 0 + + t + 0 + + t + + + + + + + + + t + t 0 + t 0 + + + + + + + + + + + t + + + + 1 0 + + + + +. + + + + + + + + + .. + + + + + + 0 + + + + + + + + + + + + + + & + + + + + + + + A + + .... + + +

• + • + .. + + + + + + + + + • + • 0 + • + + + + + + + + • + + + + + + + .. + • .. + + + + + .. + + + + + + + + + + + + .. + + + + + + + + + + + + .. .. • + + + .. • .. + + + + + + + + + + + + + + + • + + + + + + + l·+t++++o++++++++ +T+++++++++++<·+++ +++++++++++++·++·t+++++++++++++•+++++++++++++++++++ +++++++++++~++ ++++•+ +++++

+ + + + + • + • + + + + + + + + + • + + + .. + • + + + .. + • + .. • + + + + + • • • • + + • + + + + • • + + + + + + + + + • + + + • + + + + + • + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + . + ++++++++++++++++++ ++++++++++++++++++++++++++•++++++++++++++++++++++++ott+++++++++ +++++ +++++++

+ 0 + + f + + + + + 0 + + t +, + + 0 + + + + + 0 + + + + + 0 t + t + 0 + + + t + + + + + 0 0 + + t t + + + + + t + + j- + + 0 + + + + + 0 + + + + + + t + + + + + + + t + t + + T + 0 + + + + + 0 + + t + + + + + + + t

+ _,. + + + + + + •I• + O + + + +· + t + + •I• + + + + + + + O + +· + + + + + + + + + + + + + + + + T + + + + + + + + t + + + + + O + + + +1~~~~·······················;::;·:::;:::;·::·;:.·········· .;. + + + + + + + + • + • + + + + + + + + • + + + f + ' + + + • + + .... + • 0 • + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +

,·•·.·.·· .. ·•••••••·•••••••••• .. • .. ••••• • ..!.,• ........ ••• .. ••••••• .... ••• .. •••••· .. ••• ••••••• .. ••••• .. • .. ••••••• .. • .. ·.·.·.-·.·.·· .. ••••••••• .. • .. ••• .. ·••••·••• + + + + + + + + + + + + + + + + + + .. + + + + ill<•+ + + + + + + + + + + + + + • + + • t + + + + + + .,. + + + + + • + + + + + + + + + + + + + + + ... + + + + + + + + + + + + + + + + • + + + + • • + + • + + + + • + • • • + + + + + + + + + + + + + + + • + • + + + + + + + + + + + + • + + + + + + f 0 0 f + + + + + + + + + + + T + + + + + + + + + + f + + + + + + t + + 0 + + + + 0 f + 0 + + + + 0 • + + 0 + + + 0 + 0 + + + + + + + + .. f • f + + + • + + + + + + + 0 + • + 0 + 0 + + + + + + + +

++++++++++++++++++++++++++·+++++++++ ++++++++++++++++++++++++•++++++ ............................... :~ +++ ............ ++ + .. • .. .. + + + + + + + + • + + + + .. • ... • + + .. + + + + + + .. + + + .. .. .. + + • + + + + + + + + + .. + + + + + + + + + + + .. .. + + + + + + + + + .. + • + + + + + + + + + • + .. .. + + .. .. + .. + +

+ + ~ + + + + + + + + • + .. + + + + + + + ~ + + .. + + ... + + + + + + + + + + + + + + + + + • + + + .. .. .. + .. + .. + • + + + + + + + + + + + .. + + .. .,. + + + + .. + + + + • + + + + .. + + + + + + + .. + + + + + + + + + + + + • • 0 • + .. + • + • + + + • + + 0 + + • + + + + + + + + + + + + .. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + • + + + + + + + + + + +

+ + + • + + + + + + + + + + + • + + + • + • • + .,. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .. + + + + + + + + • + + + + + + + + + + + + + + + + + + + + + + + + + + 0 0 f 0 0 0 • + 0 T + + + + t + + 0 + + t t 0 + + + + + t t f + + 0 t + + + + + + + ~ + + + + + + t + 0 + + + + + + + + + + f t + + + + + + ~ + + • + + + + + + + + + + + + f + * + + + + + + + + + + f + +

+ 0 t + t + 0 1• + + T + + 0 + + + + + + + + + + + + + 0 + + f" + + t. + + t '' + 0 + + + + + + + +Q•t + ... +. + f + + + + .. 0 f + f + + f + + + + + + •t. + + + + + + 0 + + +. + + + + + + + "t + + + 0 t +. f + + .. + + +. + + • + + • + + + + + ~ + + + + + + + • + + + + + + + + + + + + + + + + + + + + + + + .. + + < • + + + + + + + + + ... + + + + + + + .. + • + + + + + + + + + + +.. + + + + + + + +,+ + + + + +. + + + + +

+ + + + + + + + + + + + + + + + + + + + + + • + • + + + + + + + + + + + + + + + + + + + + + + + + • + + + + + • + ... • + + + + + + + + + + + .,. + .. + + + + + • + • + + + + + + + + + + + ' + • + + + + .. + + + + + + + • + + + • + ~ + + • + + + + + + + + .. + + + + + + + + + + + + • + + + .. + + + + + + + + + + + + + + .. .. + + + + + + .. + + + + + + + + + + + + + + + + + + + • + + ... + + + .. + .. + + + + + + + + + .. + + • + + + ................................................ +++++++++++++++ .................................................... + ......................... ++++

t + ~ • .. + + + + + + 0 + + + + + • + + + • + + + + + + + + + + • + + + + + + + + + + + + + + + • + + + + + + + + + + + + + + + + + + + + + + + + • + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + • + + + + + • + + + + + + + + + + + + + + + • + + + + + + + + + + + + + + • + + + + + + + + + + + + + + + .+ + + + + + + + + + • + + + + .. + + • + + + + + + + •• + + + + + + + + + + + • + + +

EXIST LIGHT FIXTURE

t + + + .. + + + + + + + + + + +. + + + + .. + + +. + + + + + + + + + + + + + + + + + + .. t + + <· + •• + + + + + + + + + + + + + + + + + + + + ·o:· +. + + + +. + + • + + + + .. + + + ·o;· + +. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + • + • .. + + + • + + + + + + + + .. + • + + • + + + + + + + + + • • + + + + + + • + + + + • + + + + + + + + • + + + + + + + + • • + ..

+ + + + + + + + + + + + • + + + + + + + + + + + + + + + + + + + + + • • • + + .. • + + + + + + + + + + • + + + + 0 + + + + + + + .. + + • + + + + + + • + • + + + + + + + + • + + + + + + • • • + + + + + + + + + + + + + + • + • + + • + + + + + + + • + + + + + + + + + + + + + t + + + + .. + + .. • + + + + + + + + + + + + + + ... + + + + + + • + + • + + + + + + + + + + + + + + .. + + + + + + + + + + + + + + + • + +

II... ..................................... .._, • .. + •• + • ~ + + + +, + + + + + ., + + + + + + + + + ' + + + + .. + + 0 + + + + + + + + + + + + + + + + + + + + + + + + • + + .. + <· + + + + + + + + .. t + + + + + + + + + + + ·> + + + + + + + .,. + • + I+ + + + + + •.+1 + + + + + + + + + + + + + • + + + + + + + + • + + + + + + + + + + + • + + + • + + + + + + + + + + + + + + + +"+ + + + + + + + + + + + + + • + + + + + + + + + + + + + + + + + + + + + + + + • + + + + +

t 0 + + + 4 + + + •• 0 + • + t • + + • + + + + T + + •• + + + 0 • + t t + .. + + + + + + .. + + t + + + + + t + + + + + + + + t + + + + + + + + + 4 t t ... + + + + ~ + + + f t + + t t + + + + + + + .. + + 0 + 0 + + + +

CUT & REMOVE EXIST + + + • .,. + ~ +I + + + + • + + + + + • + + + + + + + • + + + + + + + + • • + + + • •· + + + + + •· + • + + + + • • • • + + + ·• + .,. + + • + + + • + + + + + + • + + + + • + + + + + • • + + + + + • + • + • + + t + + + + + + ... .. • .. ~ • • r .. • • • • • .. • ... • • .. • .. • • .. • • • .. ~ • • .. • • • • • • • • • • • • • • • • • • .,_ .. • .. • .. • .. • • • .. • .. • • • • • • • • • • • • • • • • • • • • • .. • • • • .. • • .. • • • • + • • • • • • • • +++++++++++++++++++++++++++++++++++ ................................................ .,. ............... +++++ +++ .............................. .

DAMAGE Gyp BD --------,---Hf-------Ht-.-'-·...1··· • • • • r • · • · • · • • • · • • · • • · • • • • • .. • • ... • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .. • • • • • .. • • • • • .. .. • • • .. .. • : 7.. . ............................ . + + + + • + .,. + + + + • + + + .. + .. + + • + + + • + + + + + + + + + + + + • + + + + + + + + ... + • + + + + + + + + + + • + + + + + • + + + + + .,. + + + + + + + + + + + + + • + + + + + + + + + + • + + + • + + + + + . I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + < + + + + + + + + + + + + + + o + + + + + + + + + + + + + + t • + + + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +

PATCH CEILING To + + • + + + + •I + + • • + + + + + + + + + + ' + + • + + + + + + + + + + + + .,. + + + + • + + • + + + + + + + + + + + + + • • + + + • + + + + + + + + + + + + + + + + + + + + • + • + + + + + + + + • + + + + + + + + + + + .. + • • .. • + r .. • • • • • • .. • .. • • • • • • .. • .. • • .. • • • • • .. • • • • .. .. • • • • • .. • • • • .. .. • • • • .. • • .. • • .. .. • • • • • .. .. • .. • .. • • .. + • • • • • • .. .. .. • .. • .. .. .,. • • • .. .. • .. • • • •

+ + + • + + + + + + + + + + + + + + • + + + + + + + + + + .. + • + + + + + + + + + + + + + + + + + + + + • + + + + + + + + + + + • + + + + + + + + + + + + + • + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + MATCH EXIST .•••. , .... 1• • • .. .. .. • • • .. .. • • • • .. .. • • • • • • • .• • .. • .. • • • • .. .. • • • • .. .. • • • • .. • • • • • .. • • • • • .. .. • • • .. .. .. • • • .. .. • • .. • • • • • • • • ............. , ............ .

+ , ~ .. • • + • + + + + + + + + + + + + + + + + + + + + + + + + .. • • + + + + + .. .. .. + + + + + + .. + • + + + • • + • • + • + + + ... • + + + + + ... + + .. + + • + + + + + + + + + + + • + + .. + • • + + + + + .. + .. + + • + •

ADJACENT SURFACE, . + + .. + ~ •• • + + •• •·• +1:· + + + ••• + + + + T + + •• •• + + + •• •• + + • .. • + + + + + + + + ••• + + •• •• + .. • .... ..· ... + •• .. •• + •• .. ••• .. + •••• •• + • ... + + + + •• .. • .. + •• .. + ... • .. • •• + + •• •• + + .. • .. •• .. ••• •• .. + •• + ••••• .. + + + •• + •• + + ••• .. ••• .. • .. • .. •••• + .. + + •• ••• .. • + + •·• ........ •••• + .. •• •• + ••• + + + •• .. ·• .. + +.

SEE PHOTO B/ A2.1

.

LEGEND

.---It-·_ REPAIR SCRAPED & RETAPED ALL CEILING & PATCH TO MATCH ADJACENT SURFACE AS REQ

............ ++++++++ +++++++i

++++++++

·····~· .. ++++++++ REPAINT & REPAIR

0

NORTH

1/4" 1 '-0"

~~IEFLECTED CEILING PLAN A SCALE

REMOVE EXISTING LIGHT FIXTURE & REPLACE NEW, CEILING MOUNT

EXISTING LIGHT FIXTURE, CEILING MOUNT

EXISTING FLUORESCENT LIGHT

EXISTING FLUORESCENT LIGHT

+++++++i ++++++++ +++++++i

++++++++ ++t++++1

++++++++ ~ ........ .

++++++++

0 1' 2' 4' 6'

SCALE IN FEET

FAST W/ NEOPRENE WASHERS (CORROSION RESISTANCE) ~------.

BUTYL SLNT TAPE

CORR MET RFG.----­SEE DET 3 ON THIS SHT

TYPICAL

2 1/2

CORR MIN SIDE lAP

PREVAILING

p WIND DIRECTION

Cormlrnu·G· A,Tii!F\ r.'E:f· A-·I'L.. n:n' ···' ffo!\ -1- ·IE.~~ LIIE ~ ~ ;.

NOT TO SCALE

8" MIN

BUTYL SLNT TAPE--------.

24 GA Gl FLASH COLOR TO MATCH RFG

EXIST WD FASCIA __ ___..-

2

TYF>tCAL Cl~li!\!I:Jt FLA.o_, .,u,l,~'"'_· rtr'!_ r. __ 'E'f--... A·I·L · - ·a Fl' ·1\\1!,~. -~FE . ~ !

NOT TO SCALE

EXIST WD PURLINS

CORR MET RFG, SEE DET 3 ON THIS SHT

FAST WI NEOPRENE WASHERS (CORROSION RESISTANCE)

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Page 28: h~dhhl.hawaii.gov/wp-content/uploads/2015/11/8-Addendum-No... · 2015. 11. 8. · c. provide 3011 felt below all plate resting on concrete or masonr't d. timber connectors shall be

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EXISTING SLDG GLS DR

OPEN TO HALL

EXISTING I DEMOLITION INTERIOR ELEVATIONS I EXISTING LIVING ROOM #1 01, EXISTING DINING ROOM #1 02, EXISTING KITCHEN #1 03 SCALE 1 I 4" = 1 '-0"

REMOVE EXIST SHELVING -----.

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REMOVE EXIST BI-DOOR HARDWARE AS REO

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EXISTING I DEMO INT ELEV I EXIST HALL #1 04 SCALE 1 I 4" = 1 '-0"

' EXISTING DR/

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e-1- EXIST TUB --t--e & SHOWER STALL

0 1' 2'

SC IN FT

REMOVE & REPLACE EXIST MC FOR INSTALL NEW GYP BD -----.,

EXIST TUB --t--e & SHOWER STALL EXIST WC---4----+~t J~./~---~-

_ .. -- - -

REMOVE & REPLACE EXIST---' COUNTER & LAV FOR INSTALL NEW GYP BD AS REQ

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EXISTING I DEMO INT ELEV I EXIST MASTER BATH #106 0 1' 2'

SCALE 1 1 4" = 1 • -o"

EXI~TING DR • \

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IEXtSTIN,G I DEMO INT ELEV I EXIST BEDROOM 2 #1 08 SCALE 1 I 4" = 1 '-0"

REMOVE EXIST WALL PANELING

EXIST BI-FOLD DOOR

SC IN FT

• 0 I

00

0 1' 2'

SC IN FT

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REMOVE EXIST WALL PANELING

EXISTING SLDG GLS DR

• 0 I

00

0 1' 2' 4' 6' ............. ~-.~ve·.•·:·•

SCALE IN FEET

LEGEND

~REMOVE

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EXIST TUB &---' SHOWER STALL

EXISTING I DEMO INT ELEV I EXIST BATH #1 05 SCALE 1 I 4" = 1 '-0"

REMOVE EXIST WALL PANELING-----,

REMOVE EXIST DAMAGE BI-DOOR &----, HARDWARE

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REMOVE EXIST WALL PANELING---,

EXISTING I DEMO INT ELEV I EXIST MASTER IBEDR00li'S91 #1 07 SCALE 1 I 4" = 1 '-0"

REMOVE .---EXIST WALL

PANELING----,

EXISTING I DEMO INT ELEV I EXIST BEDROOM 1 #liD~ SCALE 11 4" = 1 • -o"

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0 1' 2'

SC IN FT

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SC IN FT

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Page 29: h~dhhl.hawaii.gov/wp-content/uploads/2015/11/8-Addendum-No... · 2015. 11. 8. · c. provide 3011 felt below all plate resting on concrete or masonr't d. timber connectors shall be