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HomeMy WebLinkAboutPL-KVD-2023-000034 Fish Hopper application 15 x 7" = 9'-2"11 16 x 7" = 9'-2"1 2 3 4 5 6 7 8 9 10 11 1/2"1/2" 8" 5" 9"9"3" 1" 5"40.75"48"80" MIN.6"6"sq.18"4"sq.16"36"3' clear3' clear 3 ' clear 39"36"48"12"12"12" 12" 10' 3' @ 1st FLOOR 10'-8"85' EXISTING 109' @ PROPOSED 2nd flr WALL EXISTING12' 12' 29' PROPOSED 3rd flr WALL 29'15' @ EXISTING 2nd flr WALL 15' 29' 24' 20'33'4'-6" WHITE #37875 per FS 595REFLECTIVE TRAFFIC PAINT 1/4" MAX. HORIZ. DIF. typ.(SMOOTH TRANSITION) 1/2" EXPANSION BOARD typ. 1/2" BUTYL RUBBER CAULK typ. BLUE #15090 per FS 595 WHITE #37875 per FS 595 REFLECTIVE TRAFFIC PAINT SIGN AP1 EXISTING PARKING STALLS SCOOTER / M-CYCLE PARKING 5 CAPACITY BICYCLE STANDSCOOTER PARKING EXISTING ADA STALL& ACCESS AISLE EXISTING ADA RAMP EXISTING ADAACCESSIBLE ENTRANCE EXISTING STAIRS SIGN AP2 1'x10' BARWHITE #37875 10' WIDE SEWER LINE EASEMENT NEW ADA ACCESSIBLE BRIDGE PARKING TO SECONDFLOOR LANAI REMOVE STAIRS EXISTING ROCK WALL WATER METER BOX NEW ADA STALL& ACCESS AISLE EXISTING DUMPSTERLOCATION VAR- 15- 000312 PROPOSED GREASEINTERCEPTOR LOCATION LINE OF 3rd FLOOR WALLS LINE OF 2nd FLOOR WALLS& 3rd FLOOR LANAI RAIL LINE OF 3rd FLOOR WALLS LINE OF 2nd FLOOR WALLS USGS report SITE CLASS A - Hard Rockadjustment factor SUBJECTPROPERTY NEW SOLAR P.V.FRAME & ARRAY NEW SOLAR P.V.ROOFTOP ARRAY VAR- 15- 000312 LINE OF EXISTING 2ndFLOOR WALLS & ROOF SITE PLAN 1" = 10.0' P A R K I N G A L I I D R I V E SIDEWALK FISH HOPPER RESTAURANT Legal Owner: Site Address: Land Size GENERAL INFORMATION Tax Map Key: Contact: 75-5683 ALII DRIVE Bill M 808 345 8000 7-5-006 : 014 17,402 S F Bill@koaarchitects.com AREA & PARKING TABULATION 700 CANNERY ROW MONTEREY, CA 93940-1063 KAILUA-KONA, HAWAII FISH HOPPER LLC 1 PAVEMENT 29 10'8'2 345ADA 2B1 12 11109 8 13PAVEMENT SIGNS nts WALKWAY SLAB AC1 "LEVEL" AREAS / WALKWAYS 1:48 MAX. CROSS SLOPE, OR CROWN. SLOPED / WALKWAYS 1:20 (5%) MAX. SLOPE 1:50 (2%) MAX. CROSS SLOPE, OR CROWN. WALKWAY TO SLAB PARKING SIGNAP2PARKINGSIGN AP1 WHEEL STOP ADA PARKING SIGNS TOP VIEW FRONT VIEW 6' 5/8" ANCHORING HOLES INTERNATIONAL ACCESS SYMBOL Use approved proportions stencil. SECTION nts nts nts 1" = 1'0" PARKING SIGNAP3 i. Dimensions and text sizes comply per HAR, Title 1, Chapter 219 COMPLY WITH 2010 ADA 703.7.2.1 B 2 C1B C1C C1D C1 E C1BDC1CC1 AC1OCEAN PARKING LOT LIGHTING SHALL NOT EXCEED .18W/SF 7 PLUMERIA PLUMERIA PLUMERIA PLUMERIA PLUMERIA PLUMERIA MANGO PLANTER W/ 9" HT. ROCK WALL Land Size POLE PALM TREE PALM TREES PLANTER PLANTER PLANTER ADD SIGN ADA 1 6 C H E C K E D B Y : D R A W N B Y : McC. P R O J E C T #: FH2023 R E V I S I O N S I S S U E #DATE D A T E ISSUE © 2014 Koa Architects, LLC The designs and concepts shown are the soleproperty of Koa Architects. The drawings may not be used except with the written consent of Koa Architects, LLC THIS WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION. Koa Architects, LLC 65-1285C Kawaihae Road Kamuela, HI 96743 tel 808-217-6707 fax 866-507-1638 MAETTH R.W S .LICENSED PROFESSIONAL ARCHITECT WHA .UIAI NO. 12935 .A EXP: 04-30-2024 ER IG O LK K O A A R C H I T E C T S, L L C C1APARTMENTS CONCEPTCONCEPT PLAN 3rd FLOOR PLAN INDEX SITE PLAN 2nd FLOOR PLAN SITE PLAN 1st FLOOR PLAN C1C1 A3 A2 A1 ELEVATIONSA4 COVER PAGEC0 NTS TIGHTLY ABUT ADJACENT ROLLS. STAKING SPACING 24" O.C. STAGGER JOINTS PLAN VIEW SECTION STAKE PT. "B"PT. "A" PT. 'A' MUST BE 6" MIN. HIGHER THAN PT. 'B' SECTION * Embed rolls 2 to 3 inches on downhill side * Drive stakes or rebar min. 8" into ground surface * Drive stakes/rebar flush to top of rolls * Rolls to butt together * Additional stakes/rebar must be installed on downhill side on steep slopes or highly erosive soils. * Inspection shall be frequent and repair replacement shall be made promptly as needed SEDIMENT CONTROLFF C1 Filter Fabric Direction Of Flow Undisturbed Ground Line EROSION BARRIER FENCE OPTION NTS SEDIMENT CONTROLG C1 G C1 C1 BEST MANAGEMENT PRACTICES Checklist for Small Projects Stabilized Construction Entrance All points of egress and ingress to a site shall be protected with a stabilized construction entrance. Stockpiles Stockpiles shall not be located in drainage ways or other areas of concentrated flows. Sediment trapping devices such as fences, traps, basins or barriers shall be used around the base of all stockpiles. Dust Control Dust control should be applied to reduce dust emissions. The Contractor, art his own expense, shall keep the project area and surrounding area free from dust nuisance. The work shall be in conformance with the air pollution control standards contained in the Hawaii Administrative rules:Chapter 11-60, :Air Pollution Control. Sediment Control - Excavation for IWS Sediment trapping devices such as fences, traps, basins or barriers shall be used down slope of all disturbed areas and around the base of allmaterial stockpiles. Slope Protection Surface flow from above an exposed slope shall not be allowed to flow over the slope without protection. Slope protection shall be used on areas with slopes greater than 50% and on areas of moderate slopes that are prone to erosion. Inlet Protection All storm drain inlets on site, and those offsite which may receive runoff from the site shall use an inlet protection device. Temporary Stabilization Is not required when the disturbed area will be worked within a 14 day period. Stabilization is required for disturbed area at final grade and for those areas that will not be worked within a 14 day period. Permanemt Stabilization All disturbed areas shall be permanently stabilized prior to removing erosion and sediment control measures. Archeological Preservation In the event any previously unidentified historic or burial objects are discovered during construction, work shall immediately stop and the State Historic Preservation Office of the Dept. of Land and Natural Resources shall be advised. Work shall not resume until approved by SHPO and/or other relevant agencies. FOR GREASE INTERCEPTOR EXCAVATION EXISTING ALII DRIVE SEISMIC CATEGORY IBC 2006 2308.1.1 Portions exceeding limitations of conventional construction: When portions of a building of otherwise conventional construction exceed the limitsof Section 2308.2, these portions and the supporting load path shall be designed inaccordance with accepted engineering practice and the provisions of this code. Forthe purposes of this section, the term “portions” shall mean parts of buildingscontaining volume and area such as a room or a series of rooms.(lanai excepted) IBC 2006 1613.5.3 Site coefficients and adjusted maximum con-sidered earthquake spectral response accelerationparameters. The maximum considered earthquake spectralresponse acceleration for short periods, SMS, and at 1-secondperiod, SM1, adjusted for site class effects shall be deter-mined by Equations 16-37 and 16-38, respectively: SM1= Fv S1 (Equation 16-38) SM1 = FvS1 = 0.800 x 0.880 = 0.704 g = SDC: D2 where:Fv = Site coefficient defined in Table 1613.5.3(2).S1 = The mapped spectral accelerations for 1-second period per Section 1613.5.1. 1. A more detailed evaluation of theseismic design category is made inaccordance with the provisions and mapsof the International Building Code. VICINITY MAP IBC 2006R301.2.2.1.2 Alternative determinationof Seismic Design Category E.Buildings located in Seismic DesignCategory E in accordance with FigureR301.2(2) are permitted to be reclassifiedas being in Seismic Design Category D2provided one of the following is done:Type V - B County of Hawaii Construction: 2006 IBC, 2006 UPC, 2008 NEC Occupancy: Codes: R - 3 Jurisdiction: CODE DATA Floor live load = 40 psf Roof Live Load = 16 psf Basic Wind Speed = 110 / 95 mph Wind Exposure Category (ref. R301.2.1.4) = D High Wind Design Criteria (ref. 301.2.1.1) = No Seismic Design Cat. (ref. Figure R301.2(2)) = D2 Seismic Design Cat. provisions (ref. R301.2.2) = Yes C1 E SOLAR P.V. PLANA5 (PAGE A5) (PAGE A5) WEST ELEVATION 1" = 10.0'FISH HOPPER 2ND & 3RD FLOOR APARTMENTSFISH HOPPER LLC75-5683 ALII DRIVE, Kailua Kona 96740TMK: 7-5-006:01402 08 2023 15 x 7" = 9'-2"123461'9'-2"6'-9" 85' 17'-2"5'-8"42'-2"4'-10"15'-2"12'40'-10"26'25'16'16'16'-4"14'8'25' 14'-9"40'-2"3' clear3' clear SECOND ADA PARKING REQUIRED BY VARIANCE NEW4'6" WIDE STAIRSTO 2NDLEVEL EXISTING MAIN LEVEL 1" = 4.0' D I N I N G K I T C H E N W.I.C. ADA REST ROOM W.I.C. Legal Owners Site Address: Land Size GENERAL INFORMATION Tax Map Key: Contact: 75-5683 ALII DRIVE Bill M 808 345 8000 7-5-006 : 014 17,402 S F Bill@koaarchitects.com 700 CANNERY ROW MONTEREY, CA 93940-1063 KAILUA-KONA, HAWAII FISH HOPPER LLC ADA ENTRY 100AREA TABULATION 505050100 100345ADA 2B1 STORAGE STORAGE STORAGE HALL 455+415 (870 sf) ENTRY EXIT F M CONCEPT PLANFISH HOPPER 2ND & 3RD FLOOR APARTMENTS(ALL DIMENSIONS REMAIN THE SAME)BARNEW BRIDGE TO PARKING COFFEERETAILC H E C K E D B Y : D R A W N B Y : McC. R E V I S I O N S I S S U E #DATE D A T E ISSUE © 2014 Koa Architects, LLC The designs and concepts shown are the sole property of Koa Architects. The drawings may not be used except with the written consent ofKoa Architects, LLC THIS WORK WAS PREPARED BY ME ORUNDER MY SUPERVISION AND CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION. Koa Architects, LLC 65-1285C Kawaihae Road Kamuela, HI 96743 tel 808-217-6707 fax 866-507-1638 MAETTH R.W S .LICENSEDPROFESSIONAL ARCHITECT WHA .UIAI NO. 12935 .A EXP: 04-30-2024 ER IGO LK K O A A R C H I T E C T S, L L C FISH HOPPER LLC75-5683 ALII DRIVE, Kailua Kona 96740TMK: 7-5-006:014A.1APARTMENTS CONCEPT02 08 2023 P R O J E C T #: FH2023 UPUP UPUP 15 x 7" = 9'-2"123456 7 8 9 10 1112131415F F F 3' clear 8'-8"8'-5"8'5'-6"5'-7" 2'-10"2'-11"3'-7" 70'-5"EXISTING 41' +/-38'70'-5" 40'-7"29'-10"40'-11"38'70'-5" 15' @ EXISTING 2nd flr WALL 23'-3"23'-11"23' 3' clear LOT LINE / PROPERTY BOUNDARY FLOOR ABOVE BEAMS BELOW POST 10' SIDE YARD SETBACK SIDE SETBACK EXEMPT 10' SIDE YARD SETBACK LOADED ON BEAMS BELOW 10' SIDE YARD SETBACK 10' SIDE YARD SETBACK FRONT SETBACK EXEMPT EXISTING WALL SHEAR WALL SIDE SETBACK50345ADA 2B1 LIVING BEDROOM KITCHEN DINING LIVINGBEDROOM KITCHEN DINING LIVING BEDROOM KITCHENDINING UNIT 201 875 sq.ft. UNIT 202 790 sq.ft. UNIT 203 790 sq.ft. EXTG VENT ADASHOWERTUBSHOWER ADASHOWER EXEMPT FROM SETBACK EXISTING ADA RAMP BELOW EXISTING STAIRS TO BELOW FISH HOPPER 2ND & 3RD FLOOR APARTMENTS345ADA 2B1 EXISTING ADA RAMP BELOW CONCEPT PLAN PROPOSED SECOND LEVEL APARTMENTS 1" = 4.0' EXISTING ROOF OVER BELOW EXISTING FLAT ROOF/LANAI (WALKWAY)EXISTING ROOF OVER BELOW EXISTING SECOND LEVEL 1" = 8.0' APARTMENT & S T O R A G E NEW BRIDGE TO PARKING EXISTINGFLAT ROOF(WALKWAY)Closet Closet C H E C K E D B Y : D R A W N B Y : McC. R E V I S I O N S I S S U E #DATE D A T E ISSUE © 2014 Koa Architects, LLC The designs and concepts shown are the sole property of Koa Architects. The drawings maynot be used except with the written consent ofKoa Architects, LLC THIS WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION AND CONSTRUCTION OF THIS PROJECT WILLBE UNDER MY OBSERVATION. Koa Architects, LLC 65-1285C Kawaihae Road Kamuela, HI 96743 tel 808-217-6707 fax 866-507-1638 MAETTH R.W S .LICENSED PROFESSIONAL ARCHITECT WHA .UIAI NO. 12935 .A ER IG O LK K O A A R C H I T E C T S, L L C FISH HOPPER LLC75-5683 ALII DRIVE, Kailua Kona 96740TMK: 7-5-006:014A.2 EXISTING ROOF OVER BELOW NEW BRIDGE TO PARKING EXISTING ROOF OVER BELOW EXP: 04-30-2024 APARTMENTSCONCEPT04 07 2023 LANAI (WALKWAY) LANAI LANAILANAIUP TO3RD LEVELUP TO3RD LEVELP R O J E C T #: FH2023 F F F W&D W&D W&D CLST 26'-9"40'-11"15' @ EXISTING 2nd flr WALL 12' 4'-2" EXISTING 70'-5" +/- 20'FRONT SETBACK 19'-2"4'4'-8"8'-2"16'10'-4" 12'13'10' 10'-4"8'12' 19'-4"23'-11"23' 11'-7"5'-10"9'-8"9'-7"13'-2"3'-3"15' @ EXISTING 2nd flr WALL 12' 20'FRONT SETBACK 12'-3"LOT LINE / PROPERTY BOUNDARY WALLS BELOW access @ 36" A.F.F. 12' SETBACK REQUIRED @ 3RD FLOOR LEVEL LOT LINE / PROPERTY BOUNDARY fold away doors FISH HOPPER 2ND & 3RD FLOOR APARTMENTSLIVING BEDROOM KITCHEN DINING LIVING KITCHEN DINING LIVING BEDROOM KITCHENDINING UNIT 301 825 sq.ft. UNIT 303 842 sq.ft. ADASHOWER TUBSHOWER UNIT 302 790 sq.ft. BEDROOM TUB SHOWER CONCEPT PLANFISH HOPPER LLC75-5683 ALII DRIVE, Kailua Kona 96740TMK: 7-5-006:014SINK UTILITY CLOSET SINK UTILITYCLOSET PROPOSED THIRD LEVEL APARTMENTS SINK UTILITYCLOSET EXP: 04-30-2024 APARTMENTSCONCEPT04 07 202324'23' ROOF LINE BELOW RELOCATE SOLAR H.W. PANEL(S)TO THIS ROOF AREA(adjust location for max. solar gain) 1" = 4.0'C H E C K E D B Y : D R A W N B Y : McC. P R O J E C T #: FH2023 R E V I S I O N S I S S U E #DATE D A T E ISSUE © 2014 Koa Architects, LLC The designs and concepts shown are the soleproperty of Koa Architects. The drawings maynot be used except with the written consent of Koa Architects, LLC THIS WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECT WILLBE UNDER MY OBSERVATION. Koa Architects, LLC 65-1285C Kawaihae Road Kamuela, HI 96743 tel 808-217-6707 fax 866-507-1638 MAETTH R.W S .LICENSEDPROFESSIONALARCHITECT WHA .UIAI NO. 12935 .A E R IG O LK K O A A R C H I T E C T S, L L C A.3 EXIT PATHSDOWN TO2ND LEVEL1" = 4.0' LANAI (WALKWAY)DOWN TO2ND LEVELLANAI LANAILANAI 37'-10"13'-8"10'-8"10'-2"EXISTING FIRST FLOOR REPLACED SECOND FLOORREPLACED SECOND FLOORFISH HOPPER 2ND & 3RD FLOOR APARTMENTSCONCEPT PLANFISH HOPPER LLC75-5683 ALII DRIVE, Kailua Kona 96740TMK: 7-5-006:014MAKAI / FRONT ELEVATION EXP: 04-30-2024 APARTMENTSCONCEPT04 12 2023 MAUKA / REAR ELEVATION EAST ELEVATIONWEST ELEVATION 1" = 4.0' C H E C K E D B Y : D R A W N B Y : McC. P R O J E C T #: FH2023 R E V I S I O N S I S S U E #DATE D A T E ISSUE © 2014 Koa Architects, LLC The designs and concepts shown are the soleproperty of Koa Architects. The drawings maynot be used except with the written consent of Koa Architects, LLC THIS WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECT WILLBE UNDER MY OBSERVATION. Koa Architects, LLC 65-1285C Kawaihae Road Kamuela, HI 96743 tel 808-217-6707 fax 866-507-1638 MAETTH R.W S .LICENSEDPROFESSIONALARCHITECT WHA .UIAI NO. 12935 .A E R IG O LK K O A A R C H I T E C T S, L L C A.4 1" = 4.0'1" = 4.0'1" = 4.0' 1" = 4.0'1" = 4.0'1" = 4.0'1" = 4.0' STREET PERSPECTIVE FISH HOPPER AS IS STREET PERSPECTIVE FISH HOPPER APARTMENTS FRONT ELEVATION WEST ELEVATION REAR ELEVATION NOTE: COLORS ARE AS SHOWN ON RENDERING corrugated steel roofing typ. painted 8x8 columns typ. stucco siding typ. stucco guardrails typ. bronze alum windows & doors typ. no change to 1st floor siding, windows or doors WEST ELEVATION EAST ELEVATION