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HAWAII COUNTY CODE - CHAPTER 3-181.1
<br />Papa'aloa Senior Housing
<br />Managers Suite
<br />GENERAL NOTES
<br />1. WHEN REFERRED TO IN THE FOLLOWING GENERAL NOTES, CONSTRUCTION
<br />REFER TO THE WORK INDICATED IN ALL
<br />STATE ENERGY CONSERVATION CODE
<br />(ECC 201015 wIh STATE AMENDMENTS
<br />DOCUMENTS. DRAWINGS AND SPECIFICATIONS
<br />ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL. CIVIL, LANDSCAPE
<br />To me bell of my knowledge. lbs pmlecis desgn subs lillly 1.1f1 to
<br />y
<br />DRAWINGS AND SPECIFICATIONS. WHEN THE TERM "HE" IS USED, THIS WILL INDICATE
<br />"HE
<br />me Res dent al Provsons of lLODE NAME) 12ot51ECC as amended)
<br />COMPLIANCE METHOD
<br />®Tropcal Zone Root 2 t
<br />"+=.. <�.,
<br />"•
<br />2'` 1
<br />EITHER OR SHE".
<br />2. THE CONSTRUCTION DOCUMENTS CONTAINED HEREIN ARE A REPRESENTATION OF
<br />'ALL" AND/OR
<br />❑ Prescdplve. 8402
<br />'�
<br />'ta' -r
<br />THE DESIGN INTENT AND DO NOT INDICATE THE BUILDING CONDITIONS
<br />IT IS
<br />Root and Wall'v
<br />a
<br />BUILDING COMPONENTS REQUIRED FOR THE CONSTRUCTION OF THE PROJECT.
<br />C Ins 10- R value Table R4m.t.2
<br />:1?-"'�1'aYq_
<br />"``
<br />THE CONTRACTOR'S AND SUBCONTRACTOR'S RESPONSIBILITY TO THOROUGHLY
<br />ALL THE MATERIALS
<br />G Cons —1— U Mr- Table 8402.1.4
<br />, j[l':
<br />-�
<br />REVIEW THE DRAWINGS AND SPECIFICATIONS TO VERIFY
<br />AND TO INDICATE THIS IN THEIR
<br />C Total UA 940215
<br />G Po Opbon. 8407
<br />', 1\ \
<br />REQUIRED FOR CONSTRUCTION OF TH E PROJECT
<br />CONSTRUCTION BIDS. R IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL
<br />me
<br />Rd05
<br />THE CONSTRUCTION CONDITIONS OF THE PROJECT AND TO REPORT ANY
<br />rforma
<br />❑ Simulaletl Pence Allemal ve.
<br />❑Enemy Rating Inde* Lompl'ance Alt-111— 8406
<br />S� #
<br />DISCREPANCIES TO THE ARCHITECT BEFORE CONSTRUCTION COMMENCES.
<br />INFORMATION IN CONSTRUCTIONDOCUMENTS Yes wA�
<br />Envelope
<br />`�
<br />_
<br />*. ,.siM�'0•
<br />Pon / ^' I
<br />r f ,_-.
<br />-- _� t t�
<br />" �'1
<br />3. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL CAREFULLY AND
<br />THOROUGHLY REVIEW THE DRAWINGS, SPECIFICATIONS AND OTHER CONSTRUCTION
<br />Rool nsulat on Rvalue ❑ ❑
<br />❑ ❑
<br />-
<br />J, ''' -
<br />:
<br />DOCUMENTS AND SHALL AGREE BEFORE NG A OR COMMENCING WITH
<br />Root- I yp dlocaron
<br />Roo, b I ILeclanceand thermal emittance ❑ ❑
<br />-
<br />THEDR WINGS,
<br />CONSTRUCTION, THAT THEY HAVE FOUND THE DRAWINGS, SPECIFICATIONS AND
<br />E
<br />OTHER CONSTRUCTION DOCUMENTS TO BE FREE FROM AMBIGUITIES AND SUFFICIENT
<br />Wall' R D ❑
<br />Wall' 1 typ dlocalon ❑ ❑
<br />��
<br />FOR THE PURPOSE INTENDED.
<br />Wi—w sod skylight s GL ❑ ❑
<br />Air l k g ' g equ remem ❑ ❑
<br />I
<br />.-_ _ _
<br />Aks"s.
<br />4. TH ATED IN THE AND AND N T THE OTHER SHALL E COMPLEMENTARY ED FAR AS WORK
<br />IN IN THE ONE AND NOT THE OTHER SHALL BE PERFORMED OR FURNISHED AS
<br />NPM
<br />Air Cand 1 an n9
<br />A'rc dT g q p em capacly and ellitlenry ❑ ❑
<br />wog bl m tat ❑ ❑
<br />I
<br />i
<br />�
<br />1_
<br />r
<br />THOUGH FULLY SET FORTH IN BOTH. THE ARCHITECT SHALL CITHE SOLE
<br />INTERPRETER OF THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS.
<br />THERE OCCUR AD ISCREPANCYBETWEEN THE DRAWINGS AND
<br />BUILDING SUPPLY
<br />Duc- If R aloe ❑ ❑
<br />-ng
<br />4aY
<br />[ i•
<br />NGOSPECIFICATIONS THEWORIN
<br />REGARDS TO THE QUALITESTANDARD PERE ORMANCEOR RATING OF THE WORK,
<br />WWW HPMHAWAIICOM
<br />Ducll kg I regwremem ❑ ❑
<br />, ,
<br />i
<br />THEN THE STRICTER CRITERIA SHALL APPLY
<br />COP RIGNT C 20 9 H PI g MII L d All gh
<br />O
<br />d Th DI M1 h PY 9h I H
<br />PI - MLI. Ld Tn M1 II b p d
<br />El-r cal
<br />lighyng r.wre local ons ❑ ❑ '
<br />Lamp type Er ❑ Y • IN IE N + �- ( 5. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS. EXISTING
<br />UTILITY
<br />Le I'ng tans ❑ ❑
<br />■ 1 f
<br />J`
<br />ELEVATION HEIGHTS PROPERTY LINES. SETBACK LINES, EASEMENTS,
<br />LOCATIONS ANO ALL CONDITIONS THAT COULD IMPACT THE WORK BEFORE ANY
<br />g pl
<br />vml p lag y pY9 P t I
<br />Whole house fan ❑ ❑
<br />�i
<br />` }},,AA
<br />CONSTRUCTION COMMENCES. ANY DISCREPANCIES OR CONDITIONS THAT COULD d
<br />_ p duct Ay p du2i hllb d e
<br />d TM1m ! e ab fln I' ns
<br />,Ilk
<br />AFFECT THE PROJECT SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION BY THE
<br />oho g paduc on.
<br />NOTES:
<br />f
<br />a
<br />CONTRACTOR BEFORE PROCEEDING WITH THE WORK
<br />SIGNATURE. 6. ALL MATERIALS, EQUIPMENT, AND ANY OTHER BUILDING COMPONENT BEING
<br />INCORPORATED INTO THE CONSTRUCTION OF THE PROJECT SHALL BE INSTALLED N
<br />DATE
<br />'!
<br />+
<br />ACCORDANCE TO THE MANUFACTURER'S WRITTEN INSTRUCTIONS.
<br />ENGINEERING PARTNERS
<br />455 E. LSlreel
<br />.Y
<br />7. ALLSHALL REFER TO THE DRAWINGS REGARDING LOCATION OF WORK TO
<br />H'lo HI96]2e
<br />NAME:
<br />TRADES
<br />BE
<br />Man (BOB) 933 ]900
<br />P, or'
<br />B. ALL DIMENSIONS ON THE DRAWINGS ARE TO FADE OF STUD, TO STRUCTURE, TO
<br />UNDER
<br />THIS WORN W AS PREPARED BY ME OR UNDER
<br />MY SUPERVISION.CONSTRULTION OF THIS
<br />TITLE:
<br />CENTERLINES, OR EDGE OF CONCRETE AS SHOWN, UNLESS OTHERWISE NOTED. ALL
<br />PROJECT WILL BE UNDER MY OBSERVATION.
<br />DIMENSIONS ARE TO BETAKEN FROM THE DRAWINGS AS NOTED AND UNDER NO
<br />LICENSE NO.:
<br />CIRCUMSTANCES. SHALL THE DIMENSIONS BE GRAPHICALLY SCALED FROM THE
<br />DRAWINGS. Z
<br />THE
<br />�"/'
<br />9. ALL WORK INCIDENTAL TO THE CONTRACT AND NECESSARY TO COMPLETE
<br />OR F
<br />BUILDER'S OBLIGATIONS
<br />- ' `I"`.`� ' - r"`
<br />PROJECT, ALTHOUGH NOT SPECIFICALLY REFERRED TO ON THE DRAWINGS
<br />IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR/BUILDER TO CONSTRUCT THIS
<br />STRUCTURE WITH STRICT ACCORDANCE TO THE PLANS AND THE RULES AND REGULATIONS OF THE
<br />SPECIFICATIONS. SHALL BE FURNISHED AND PERFORMED BY THE CONTRACTOR.
<br />?
<br />10. THE CONTRACTOR IS TO VERIFY ALL OF THE DIMENSIONS ON THE DRAWINGS F
<br />CURRENT INTERNATIONAL BUILDING CODE AS AMENDED AND ADOPTED BYTHE COUNTY OF HAWAII,
<br />ACCURACY AND THEIR RELATIONSHIP TO OTHER SCOPES OF WORK AND IS TO REPTT
<br />ISLAND OF HAWAII.
<br />3D
<br />VIEW:
<br />CONSTRUCTION
<br />ASSEMBLIES
<br />ANYDISCROCEEDINGEPANCIES TH BEFORE GIVENSCONST, NAL CO COMMENCES Z
<br />SHOULD DIMENSIONAL CONFLICTS OGCUR.0
<br />THE CONTRACTORSUILDER SHALL INSPECT THE PLANS AND PROJECT SITE, AND VERIFY ALL
<br />DIMENSIONS. CONDITIONS, AND DETAILS BEFORE STARTING CONSTRUCTION.
<br />1/2„ _ t, Q„ -
<br />ANYARCHITECTWSHOULD
<br />AND/CO PROCEEDING WITH ANY WORK.
<br />W
<br />THE CONTRACTORSHALLNOTIFYTHE ARCHITECT AND SHALL WAITFOR ��k
<br />BEFORE RESUMING OR COMMENCING WORK ON THE ITEM WHERE Icc
<br />THE CONTRACTORBUILDER SHALL BRING ALL POTENTIAL PROBLEMS, ERRORS, AND OR OMISSIONS
<br />TAUS$ROOF
<br />DISCREPANCYTION
<br />DISCREPANCY OCCURS.0
<br />TO THE ATTENTION OF HPM BUILDING SUPPLY AND THE ARCHITECT OF RECORD, PRIOR TO START OF
<br />-M
<br />-METAL ROOFING
<br />SIGNATURE
<br />CONSTRUCTION.
<br />-ROOFING PAPER ROOF 11. THE CONTRACTOR IS TO VERIFY ALL PENETRATIONS, OPENINGS, STUB OUTS,
<br />AL
<br />THE CONTRAGTORBUILDER SHALL VERIFY THAT THE PROJECT SITE TOPOGRAPHY CAN
<br />-1/2"TPER
<br />-METAL ROOFING
<br />ME ROOFING
<br />OTHER ITEM THAT INSTALLED O RANYOT�F ERI4.�_
<br />ACCOMMODATE THE BUILDING DESIGN PRIOR TO STARTING CONSTRUCTION. THE
<br />NGINE RE
<br />:ROOFING PAPER
<br />THESE
<br />GOOF ES,ORANY
<br />WORK THAT WOULD REQUIRE REMOVAL TO INSPECT THESE ITEMS BEF�LIaG
<br />SCOPE I E E
<br />VV
<br />AWAII ED
<br />CONTRACTOR BUILDER SHALL IMMEDIATELY BRING ANY SITE CONDITIONS THAT MAY ADVERSELY
<br />THIS PROJECT TO THE ATTENTION OF HPM BUILDING SUPPLY AND THE
<br />TRUSSES 24"EDWOOD
<br />TRUSSES@24"O/C SLOPE AS
<br />_1/2"TECHSHIELD P7- EXTERIOR
<br />GINTFINISHEAR P2- EXTERIOR NONBEARING
<br />FINISH Smanpanel SIDING PAINT FINISH
<br />U
<br />CONSTRUCTION COMMENCES. Z
<br />OFCONSTRUCTION OF THE
<br />(OBSERVATION INCHAPTER
<br />IN CHAPTER 16-115 OF THE HAWAII
<br />AFFECT THE DESIGNOF
<br />ARCHITECTOF RECORD TO RESOLVE ANY ISSUES AND OR CONCERNS PRIOR TO STARTING
<br />PER SECTIONS
<br />BATT INSULATION
<br />SIDINGBEARI
<br />-2X6 @ 24" O/C SLOPE AS PER -LP Smanpanel SIDING PAINT -LP
<br />-BUILDING AIR BARRIER -BUILDING AIR BARRIER
<br />SHALL OBSERVE AND COMPLY WITH ALL THE FEDERAL, STASE,
<br />ADMINISTRATIVE RULES. DEPARTMENT OF
<br />AFFAIRS ENTITLED
<br />CONSTRUCTION.
<br />-R-19
<br />-112" CVP. BD. CEILING
<br />SECTIONS
<br />-2X4 STUDS @ 16" O/C -2X4 STUDS @ 16" O/G
<br />12, ALL CONSTRUCTION
<br />AND COUNTY'S LAWS, REGULATIONS, ORDINANCES, BUILDING CODES, SUBSEOUENEC
<br />COMMERCE AND CONSUMER
<br />PROFESSIONAL ENGINEERS ARCHITECTS.
<br />RESPONAND SIBLETHAT ALLSOIL
<br />THE CONTRACTOR�BUILDER SHALL BE RESPONSIBLE TO VERIFY THAT ALL SOIL CONDITIONS CAN
<br />SHALLSRILL
<br />-PAINT FINISH
<br />-VENTED SOFFIT CEILING
<br />-BATT INSULATION -BATT INSULATION
<br />COUNTY AMENDMENTS TO THE CODES. Q
<br />SURVEYORS AND LANDSCAPE ARCHITECTS,
<br />REVISIONS:
<br />ACCCMMODATEFOUNLDERSDATION ESIGN F AWAY FROM
<br />STRUCTURE, AS PER CURRENT LOCALLY ADOPTED BUILDING CODE REQUIREMENTS
<br />i/2" GYP BD. PAINT FINISH -1/2" GYP BD. PAINT FINISH
<br />Z
<br />13. THE CONTRACTOR SHALL OBSERVE AND COMPLY WITH ALL THE FEDERAL, STAT
<br />HEALTH, SAFETY, D
<br />NO. REVISION DATE
<br />GENERAL CONDITIONS
<br />ENVVIRONMEN AL QUALIITYRED FOR THE PROTECTION OF PUBLIC
<br />J
<br />W
<br />ALL 4X LUMBER TO BE #1 GRADE OR BETTER.
<br />P3- INTERIOR BEARING/SHEAR P4-INTERIOR NON BEARING
<br />14. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY. AS VvBLL
<br />Fl- AIN FLOOR
<br />-1/2" PLYWOOD SHEAR -1/2" GYP BE. PAINT FINISH
<br />AS LIABILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTIOW
<br />OWNER'S OBLIGATIONS
<br />-FLOORING T.B.D
<br />COMPOS EWOOD DECK -2X6 STUDS @ 16"0 -2X4 STUDS @ 16" O/C
<br />OF THIS PROJECT AND SHALL ESTABLISH AND MAINTAIN AT ALL TIMES, ALL
<br />-3/4"TBG LP TopNolcB
<br />THI
<br />-2X6 JOISTS @ 16" O/C -i/2" GYP BD. PAINT FINISH -1/2" GYP BD. PAINT FINISH
<br />PROTECTIVE MEASURES AS REQUIRED 70 SAVE HIS EMPLOYEES, THE PUBLIC, AND ALL
<br />THE OWNER IS RESPONSIBLE FOR VERIFYING ALL LOT DIMENSIONS AND ANGLES, SETBACKS,
<br />EASEMENTS, RIGHT-OF-WAYS, O COVENANTS AND L LOTRILTIONS. AND OTHER PLANNING AND
<br />ZONINGISSUES-REGARDLESS OF DRAFTED SITE PLAN.
<br />-2X8 JOISTS @ 16" O/C
<br />OTHERS ATH RESULTING S ACCIDENTS DUE
<br />CONDITIONS IN THE BUILDING, ON THE SITE, OR FROM OPERATIONS RESULTING FROM
<br />OILY HARMRA IN
<br />SHALL APPLY CONTINUOUSLY
<br />BV APPLYING FOR A BUILDING PERMIT. THE OWNER CONFIRMS THAT HE OR SHE HAS REVIEWED
<br />KUNDEROM
<br />T. EQUIHEMENT
<br />THE WORK UNDER THE CONTRACT. THIS REQUIREMENT
<br />AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL PAY FOR
<br />INDEX
<br />THESE PLANS AND FINDS THEM COMPLETE AND ACCURATE IN REGARDS TO HIS OR HER
<br />ALL CLAIMS RESULTING FROM ANY SUCH ACCIDENT WITHOUT LIABILITY TO THE OWNER
<br />SHEET
<br />REQUIREMENTS.
<br />OR ARCHITECT.
<br />A000
<br />TITLE SHEET
<br />ABBREVIATIONS
<br />DRAWING SYMBOLS LEGEND
<br />15. CONTRACTOR SHALL ANY SECT
<br />A001
<br />BUILD( S
<br />8003
<br />DETAIL PLANSBELEVATIONS
<br />PIPANb
<br />PROJECT CONTACT
<br />COMPONENT U TILCONCEAL
<br />ANDI K
<br />MECHANICAL, Ofl ELECTRICAL COMPONENTS UNTIL THE ARCHITECT AND/OR ENGINEER
<br />MECHANICAL ELECTRICAL
<br />A.B. ANCHOR BOLT ELEC. ELECTRICAL JST. JOIST REFRIG. REFRIGERATOR Room name HAS VIEWED THE WORK.
<br />NORTH ARROW ROOM TAG
<br />REINF. REINFORCED OR OWNER'S REPRESENTATIVE: HPM BUILDING SUPPLY 150 SF
<br />ABV. ABOVE ELEV. ELEVATOR
<br />JT.
<br />JOINT
<br />REINFORCING
<br />3BO KANOELEHUA
<br />16. THERE ARE TO BE NO CHANGES OR DEVIATIONS BY THE CONTRACTOR,
<br />CY
<br />A.C. AIR CONDfTIONING ENTER. EMERGENCY
<br />REQUIRED
<br />HILO, HAWATI 96720
<br />CALLOUT DETAIL INDICATOR
<br />SUBCONTRACTORS OR CLIENT AND/OR OWNER, OR ANY OTHER PERSON FROM THE
<br />AC. ACOUSTICAL E.N. EMERGEDGE
<br />A.D. AREA DRAIN ENCL. ENCLOSURE
<br />KR.
<br />K.O.
<br />KITCHEN
<br />KNOCKOUT
<br />REO.
<br />RESIL
<br />RESILIENT
<br />ROBE HOOK
<br />REGISTERED PROFESSIONAL ENGINEERING PARTNERS
<br />1 DETAIL #ON SHEET
<br />A707 PAGE CROSS REFERENCE
<br />DRAWINGS ANDSPECIFICATIONS WITHOUT PRIOR WRITTEN APPROVAL FROM THE
<br />ARCHITECT. ALL CHANGES OR DEVIATIONS FROM THE DRAWINGS AND SPECIFICATIONS
<br />ADJ. ADJUSTABLE E.P. ELECTRICAL PANEL BD.
<br />R.H.
<br />ROOM
<br />455 E. Lanikaula Street
<br />ARE TO BE ISSUED SOLELY BY THE ARCHITECT. IN THE EVENT THE CONTRACTOR,
<br />BE
<br />AGGR. AGGREGATE EQ. EQUAL
<br />LAM.
<br />LAMINATE
<br />RM.
<br />OF RECORD:
<br />Hilo, Hi 96720
<br />WALL SECTION INDICATOR
<br />CLIENT OWNER CONSENTS TO, ALLOWS, AUTHORIZES OR APPROVES OF
<br />A.F.F. ABOVE FINISH FLOOR EQPT. EQUIPMENT
<br />EXP. EXPANSION
<br />LAV.
<br />LT.
<br />LAVATORY
<br />LIGHT
<br />R.O.
<br />ROUGH OPENING
<br />Main (808) 933-7900
<br />Q GRIDLINE INDICATOR 1 SECTION # ON SHEET
<br />CHANGES TO ANY PLANS, SPECIFICATIONS OR OTHER CONSTRUCTION DOCUMENTS.
<br />APPROVED IN WRITING BY THE ARCHITECT, THE
<br />ALUM. ALUMINUM
<br />ALT. ALTERNATE EXST. EXISTING
<br />5.
<br />SOUTH
<br />vAYw.epinc.pro
<br />VIEW DIRECTION OF SECTION
<br />AND THESE CHANGES ARE NOT
<br />CONTRACTOR, CLIENT AND OWNER RECOGNIZES THAT SUCH CHANGES AND THE
<br />APPFOX. APPROXIMATE EXT. EXTERIOR
<br />MAX.
<br />MAXIMUM
<br />S.C.
<br />SOLID CORE
<br />� LEVE�LNAME A101 PAGE CROSS REFERENCE
<br />RESULTS THEREOF ARE NOT THE RESPONSIBILITY OF THE ARCHITECT THEREFORE,
<br />ARCH. ARCHITECTURAL
<br />M. BERM.
<br />MASTER BEDROOM
<br />SCHED.
<br />SCHEDULE
<br />ELEVATION INDICATOR
<br />ELEVATION
<br />THE CONTRACTOR, CLIENT AND/OR OWNER AGREES TO RELEASE THE ARCHITECT
<br />AS PH. ASPHALT F.A. FIRE ALARM
<br />M.C.
<br />MEDICINE CABINET
<br />SCR.
<br />SCREEN
<br />PROJECT INFORMATION
<br />BUILDING SECTION INDICATOR
<br />FROM ANY LIABILITY ARISING FROM THE CONSTRUCTION, USE OR RESULT OF SUCH
<br />F.D. FLOOR DRAIN
<br />MEC H.
<br />MECHANICAL
<br />SECT.
<br />SECTION
<br />F] KEYNOTE INDICATOR SECT ION#ON SHEET
<br />CHANGES. IN ADDITION, THE CONTRACTOR, CLIENT AND/OR OWNER AGREES. TO THE
<br />BD. BOARD END. FOUNDATION
<br />MEMB.
<br />MEMBRANE
<br />SH.
<br />SHELF OR SHELVES
<br />SHOWER
<br />PROJECT ADDRESS: HILO, HAWAII 96720
<br />1 VIEW DIRECTION OF SECTION
<br />FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND HOLD THE ARCHITECT
<br />BEL. BELOW F.E. FIRE EXTINGUISHER
<br />MEL
<br />METAL
<br />SHWR.
<br />SHT.
<br />SHEET
<br />WI WALL TYPE SYMBOL A101 PAGE CROSS REFERENCE
<br />HARMLESS FROM ANY DAMAGE, LIABILITY OR COST (INCLUDING REASONABLE
<br />BEY. BEYOND FIN. FINISH
<br />BLDG. BUILDING FL FLOOR
<br />MFR.
<br />MH.
<br />MANUFACTURER
<br />MANHOLE
<br />SIM.
<br />SIMILAR
<br />TAX MAP KEY: ____
<br />COUNTY ZONE:
<br />Ri ROOFTVPESVMBOL EXTERIOR ELEVATION INDICATOR
<br />ATTORNEY'S FEES AND COST OF DEFENSE) ARISING FROM SUCH CHANGES, EXCEPT
<br />ON LY THOSE DAMAGES, LIABILITIES AND COST ARISING FROM THE SOLE NEGLIGENCE
<br />BLD. BLOCK FLASH. FLASHING
<br />MIN.
<br />MINIMUM
<br />MIRROR
<br />SL
<br />SLOG.
<br />SLOPE
<br />SLIDING
<br />F- FLOOR TYPE SYMBOL
<br />OR WILLFUL MISCONDUCT OF THE ARCHITECT.
<br />BLKG. BLOCKING FLDG. FOLDING
<br />BM. BEAM FLUOR. FLUORESCENT
<br />MIR.
<br />MISO.
<br />MISCELLANEOUS
<br />SPEC.
<br />SPECIFICATION
<br />OCCUPANCY: RESIDENTIAL R-3
<br />e ELEVATION #ON SHEETREJECT
<br />THE ECT THE TO WORK O
<br />J
<br />BOT. BOTTOM F.O.C. FACE OF CONCRETE
<br />M.O.
<br />MASONRY OPENING
<br />SQ.
<br />SQUARE
<br />BUILDING CODE: 2006 INTERNATIONAL RESIDENTIAL CODE
<br />1�i STRUCTURAL FRAMING TAG VIEW DIRECTION OF ELEVATION
<br />11.
<br />JUDGEMENT ARCH
<br />CONTRACTOR WHICH IS NOT, IN THE PROFESSIONAL JUDGEMENT OF THE ARCHITECT.
<br />CONTRAR OR WHICH NO, IN PROFESSIAUTHORn`YONAL
<br />BDRM. BEDROOM F.O.F. FACE OF FINISH
<br />MTD.
<br />MOUNTED
<br />SST.
<br />STAINLESS STEEL
<br />TYPE OF CONSTRUCTION: TABLE 601 of IBC 2006
<br />A701 PAGE CROSS REFERENCE
<br />t1-tt
<br />IN ACCORDANCE WITH THE DRAWINGS,
<br />F.O.S. FACE OF STUDS
<br />MNTG.
<br />MOUNTING
<br />STD.
<br />STANDARD
<br />TYPE V-B
<br />EL. IBo'o• STRUCTURAL FOUNDATION TAG
<br />CLIENT:
<br />Hawaii Island Community
<br />'
<br />c0
<br />CAB. CABINET FRPF. FIREPROOF MU L. MULLION STL STEEL
<br />CEM. CEMENT FR. FRAME STOP. STORAGE BEARING WALLS EXTERIOR us STRUCTURAL COLUMN TAG INTERIOR ELEVATION INDICATOR
<br />BEARING WALLS INTERIOR PROJECT LOCATION MAP
<br />CER. CERAMIC FT. FREEZER
<br />N.
<br />NORTH
<br />NOT IN CONTRACT
<br />STRL.
<br />SUSP.
<br />STRUCTURAL
<br />SUSPENDED
<br />NON-BEARING WALLS EXTERIOR
<br />1 ELEVATION#ON SHEET
<br />tt DOOR TAG REFER
<br />OF ELEVATION
<br />ZvelopmentCorporation
<br />C.I. CAST IRON FT. FOOT OR FEET
<br />C.I.P. CENTER IN PANEL FTG. FOOTING
<br />N.I.C.
<br />NO.. #
<br />NUMBER
<br />SVM.
<br />SYMMETRICAL
<br />NON-BEARING WALLS INTERIOR
<br />FLOOR CONSTRUCTION
<br />TO SCHEDULE VIEW DIRECTION
<br />4 A70 PAGE CROSS REFERENCE
<br />PROJECT:
<br />C.LW. CENTER LI NE OF WALL PURR. FURRING NOM. NOMINAL WINDOW TYPE TAG,
<br />T. TREAD ROOF CONSTRUCTION Q NORTH
<br />C.L.R. CENTER LINE OF ROOM FUT. FUTURE
<br />N.T.S.
<br />NOT TO SCALE
<br />T.B
<br />TOWEL BAR
<br />R EFER TO SCHEDULE
<br />Papa'aloa Senior Housing
<br />CCG. CEILING
<br />CLKG. CAULKING GA. GAUGE
<br />O.C.
<br />ON CENTER
<br />T.O.C.
<br />TOP OF CURB
<br />FIRE SUPPRESSION: NO
<br />50 SMOKE DETECTOR 3
<br />DISTRICTOHA" Honoka
<br />DISTRICT
<br />Project
<br />I
<br />Manager Suite
<br />CLO. CLOSET GALV. GALVANIZED
<br />O.D.
<br />OUTSIDE DIA. OR DIM.
<br />TEL
<br />TELEPHONE
<br />FLOOR AREA: INTERIOR 512 SF
<br />GFCI POWER
<br />sDUTH Kanmuela Location
<br />ADDRESS:
<br />2
<br />C.M.U. CONCRETE MASONRY UNIT G.B. GRAB BAR O.F.C.I. OWNER FURNISHED- T 8 G TONGUE AND GROOVE all decimal places taken OUTLET 0 THERMOSTAT
<br />KSTRI
<br />CNTR. COUNTER G.I. GALVANIZED IRON
<br />OFF.
<br />CONTR. INSTALLED
<br />OFFICE
<br />TH R.
<br />T.O.P.
<br />THRESHOLD
<br />TOP OF PAVEMENT
<br />to closest full number
<br />(BASIC XOaS=EFFECTIVE(
<br />DUPLEX POWER
<br />D DATA TERMINAL
<br />DHAMMKUA
<br />TRICT
<br />oISTRILT DISTRICT
<br />35-1981 OLD MAMALAHOA HIGHWAY
<br />a
<br />COL. COLUMN G.F.C.I. GRD. FAULT CKT. INTER.
<br />OPNG
<br />OPENING
<br />T.P.H.
<br />TOILET PAPER HOLDER
<br />gr OUTLET
<br />NORTH HILO
<br />T.M.K. 3.5.003:049
<br />CONC. CONCRETE GL GLASS
<br />DPP.
<br />OPPOSITE
<br />T.O.W.
<br />TOP OF WALL
<br />GFCIWATERPROOF PHONE TERMINAL
<br />DISTRICT
<br />pgpp'ALOA, ISLAND OF HAWAII, HAWAII
<br />O
<br />COND. CONDITION CND. GROUND
<br />CONN. CONNECTION GR. GRADE
<br />T.V.
<br />TELEVISION
<br />BUILDING CODE INFORMATION
<br />3� POWER OUTLET
<br />0 6" POT LIGHT
<br />NORTH KONA Hilo
<br />SHEET NAME:
<br />—
<br />CONSTR. CONSTRUCTION CVP. GYPSUM PC. PIECE TYP. TYPICAL DISTRICT
<br />CONT. CONTINUOUS PL. PLATE 2006IRC -OCCUPANCY R-3- TYPE V B CONSTRUCTION OUTLET220 ERHILO
<br />OUTLET EXHAUST FAN DISTRICT
<br />1197 Itailua-Nona SOUTH ICT
<br />CONTR. CONTRACTOR H. HIGH
<br />P.LAM.
<br />PLASTIC LAMINATE
<br />U.O.N.
<br />UNLESS OTHERWISE NOTED
<br />1. FLOOR LIVE LOAD = 40 psf.
<br />Island of
<br />TITLE SHEET
<br />CTR. CENTER H.B. HOSE BIB
<br />H.C. HOLLOW CORE
<br />PLAS.
<br />PLMBG
<br />PLASTER
<br />PLUMBING
<br />V.A.T.
<br />VINYL COMPOSITION TILE
<br />2. ROOF LIVE LOAD =20 psf.
<br />d+ FAN SWITCH
<br />® FLOOR DRAIN
<br />Hawaii
<br />—
<br />I
<br />CTSK. COUNTERSUNK
<br />HDWD. HARDWOOD
<br />PLYWD.
<br />PLYWOOD
<br />VERT.
<br />VERTICAL
<br />3. WIND SPEED= mph,
<br />a LIGHT SWITCH
<br />WM
<br />PUNA
<br />DISTRICT
<br />n
<br />DBL DOUBLE HDWR. HARDWARE
<br />PNL.
<br />PANEL
<br />V.I-F-
<br />VERIFY IN FIELD
<br />q, WIND EXPOSURE CATEGORY (ref. R301.2.1.4): EXPOSURES A B C D
<br />,,., 3 WAV LIGHT WATER METER
<br />" 4
<br />DEPT. DEPARTMENT H.M. HOLLOW METAL
<br />HORIZ. HORIZONTAL
<br />PNTD.
<br />PR.
<br />PAINTED
<br />PAIR
<br />W.
<br />WEST
<br />5. SEISMIC DESIGN CATEGORY (ref. Figure R301.2(2)): D7 D2 E
<br />SWITCH
<br />EP WASHER SUPPLY
<br />3
<br />SOUTH KONA
<br />DISTRICT
<br />0
<br />DETDETAIL
<br />HR. HOUR
<br />PT.
<br />POINT
<br />W/
<br />WITH
<br />•(RE-CLASSIFY CATEGORY'E'TO D2Irel. R3Di.2.2.t.2))
<br />ELECTRICAL
<br />0 BDRAIN BOX
<br />KA'U
<br />DATE: BY: CSTC
<br />i
<br />DIA.' DIAMETER
<br />DIM. DIMENSION HOT. HEIGHT P.T.D. PAPERT OWELDISPENSER W.C. WATER CLOSET POWER PANEL N
<br />HB� HOSE BIB DISTRICT
<br />i
<br />DN. DOWN
<br />P.T.R.
<br />PAPER TOWEL RECEPTACLE
<br />WD.
<br />WOOD
<br />DATE: 2J25/202072:45:16 PM
<br />DS. DOWNSPOUT I.D. INSIDE DIAMETER
<br />WND.
<br />WINDOW
<br />BWS NOTES.
<br />REVISED',
<br />a
<br />DWG. DRAWING INCL. INCLUSIVE, INCLUDED, INCLUDING
<br />Q.T
<br />QUARRYTILE
<br />W.H-
<br />WATER HEATER
<br />W E
<br />='o
<br />DWR. DRAWER INCL.
<br />INSULATION W/O WITHOUT WATER METER DOES NOT SERVE ANY NOTE: ALL EXTERIOR SLIDING GLASS DOORS AND WINDOWS SHALL HAVE A GLAZED
<br />TO 15 SQUARE FEET OF GLAZED
<br />ry
<br />INT. INTERIOR
<br />E. EAST
<br />R.
<br />RAD.
<br />RISER
<br />RADIUS
<br />W P
<br />W.R.
<br />WATERPROOF
<br />WEATHER RESISTANT
<br />EXISTING IRRIGATION 8/OR
<br />AUTOMATIC FIRE SPRINKLER SYSTEM.
<br />FENESTRATION MAXIMUM'SHGC=0.40'. EXCEPT: UP
<br />FENESTRATION PER DWELLING. NORTH FACING SLIDING GLASS WINDOWS AND
<br />WINDOWS AND DOORS WITH AMINIMUM PROJECTION
<br />A000
<br />r7o'
<br />EA. EACH JAL. JALOUSIE
<br />R.D.
<br />ROOF DRAIN
<br />WT.
<br />WEIGHT
<br />DOORS ANp SLIDING GLASS
<br />FACTOR OF I.O.
<br />S
<br />„
<br />ad
<br />O
<br />E.J. EXPANSION JOINT JAN JANITOR
<br />REF.
<br />REFERENCE
<br />W.W.M.
<br />WELDED WIRE MESH
<br />ai
<br />EL. ELEVATION
<br />
|