HomeMy WebLinkAboutPD Background Report Kermit Johnson (PL-SMA-2024-065)
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RKJ_SMA_NOV_2024
COUNTY OF HAWAIʻI PLANNING DEPARTMENT BACKGROUND REPORT KERMIT JOHNSON SPECIAL MANAGEMENT AREA USE PERMIT APPLICATION
(PL-SMA-2024-000065)
KERMIT JOHNSON has submitted an Application for a Special Management Area Use Permit
to construct a two (2) story, 6,402 square foot single family residence, with four (4) bedrooms and
three (3) bathrooms and related improvements on a 27,878 square foot shoreline parcel within the
Special Management Area. The subject property is located on the makai side of Ala Heiau Road,
approximately 100-feet south of its intersection with Makuʻu Drive, Hawaiian Paradise Park,
Block 11 Keaau, Puna District, Hawai‘i, TMK: (3) 1-5-031:067.
PROPOSED DEVELOPMENT
1. Request: The applicants proposed development consists of a 30-foot high, 2-story single-
family dwelling with four (4) bedrooms, kitchen, wet-bar/kitchenette, living room, three
(3) bathrooms, a three (3) car garage, and related development. Additional development
includes the construction of an individual wastewater system (IWS), a private drill well for
potable water use, and a paved driveway for access. The plan also accounts for stormwater
management with appropriate grading and drainage systems, and landscaping areas have
been strategically positioned to enhance visual appeal while maintaining the natural
environment's integrity. The shoreline was certified for this parcel on July 12, 2022.
(Planning Department Exhibit 1 – SMA Use Permit Application dated August 26,
2024)
2. Project Objectives: The purpose of the project is to construct a single-family residence
on the subject parcel for personal use.
3. Cost/Time of Project: The current estimated cost of the improvements is $900,000. The
project would be initiated after the granting of all necessary permits.
4. Landowner: Kermit and Doris K. Johnson, Hilo, HI
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BACKGROUND INFORMATION
5. Special Management Area (SMA): No previous SMA permits have been issued for the
subject parcel.
6. Chapter 343, HRS: The proposed improvements are not subject to the requirements of
Chapter 343, Hawaiʻi Revised Statutes, regarding Environmental Impact Statements and
as such the project is exempt from the filing of an Environmental Assessment (EA).
STATE AND COUNTY PLANS
7. State Land Use Designation: Agriculture
8. General Plan LUPAG MAP: Rural and Open
9. County Zoning: Agricultural 1-acre (A-1a)
10. Puna Community Development Plan (PCDP): The Puna Community Development Plan
(PCDP) was adopted by the Hawaiʻi County Council by Ordinance No. 08-166 in 2008
and amended by Ordinances Nos. 10-104, 11-51, 11-52, 11-53, 11-117 and 11-118 in 2010
and 2011).
11. Special Management Area (SMA): The project is located within the Special Management
Area and therefore, the proposed development is subject to the SMA review. No work will
occur within the shoreline setback area.
DESCRIPTION OF PROJECT AREAS AND SURROUNDING AREA
12. Subject Project Area: The 27,878 square foot subject property is relatively flat, with
minimal vegetation and no previous development. The property is located on the makai
(ocean side) side of Ala Heiau Road, close to its intersection with Makuʻu Drive in
Hawaiian Paradise Park. Vegetation of the property includes non-native ironwoods,
albizia, and other typical coastal vegetation; some native naupaka, also common in this
area, is present. The property is between 20 and feet above sea level with the makai
property boundary being a rocky cliff that borders the ocean. Two (2) separate rock wall
segments are located along the north and south property boundaries; however, they are not
located on the subject parcel.
13. Surrounding Zoning/Uses: The surrounding area is developed with single-family
residences or undeveloped residential parcels, with all surrounding parcels also within the
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County’s A-1a zoning designation. Immediately makai of the subject parcel is the ocean,
and Ala Heiau Road demarcates the mauka property boundary.
14. Flood Insurance Rate Map (FIRM): The property is predominately within Flood Zone
X, or outside of the 500-year flood plan. A small portion of the shoreline is located within
Flood Zone VE (areas subject to a 1% annual chance of inundation by a 100-year flood
event with additional hazards associated with storm induced wave action). The proposed
development will be within Flood Zone X.
15. Sea Level Rise: According to the State of Hawaiʻi Sea Level Rise Viewer (SLR-Xa), the
coastal portion of the subject parcel is within the 3.2 ft. Sea Level Rise Exposure Area, the
3.2 ft. Passive Flooding area, and the Coastal Flood Hazard Zone.
16. Flora/Fauna Resources: The applicant did not complete a “biotic” survey of the subject
parcel; however, they do not believe that any rare, threatened, or endangered floral or
faunal resources are likely to be found within the project parcel. Several non-native trees
such as ironwood and coconut palm are located on the property, none of which require
protection or preservation. Species of shorebirds may be found along the shoreline,
however that is outside the project area.
17. Archaeological Resources: Although no archaeological survey of the site was conducted
for this application, it is highly unlikely that any historic sites would be found as the
property has been located within the well-developed residential subdivision.
18. Cultural/Historic Resources: The shoreline area located adjacent to the subject parcel is
currently used for coastal gathering and fishing by native Hawaiians, however, use of the
project site itself for traditional and customary rights is unknown. The parcel has never
been cleared, graded, or developed; however, it would be unlikely that the site would serve
any traditional purpose or use. There is an existing 5-foot-wide shoreline access easement
located on Parcel 70, which is 3 parcels north of the project site. The access easement
provides public shoreline access from Ala Heiau Road to the shoreline. Additionally,
lateral shoreline access is heavily utilized for fishing and other gathering purposes. The
proposed project will not interfere with, alter, or block lateral shoreline access in this area.
19. Scenic and Open Space Resources: The construction of a new single-family dwelling is
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anticipated to have minimal impacts on scenic views, especially since the area along the
shoreline has been previously developed with similar single-family residences for some
time. The proposed development is consistent with the surrounding developed parcels
which include numerous 2-story dwelling structures built along the shoreline. Open space
resources are primarily the shoreline area makai of the project site, which is comprised of
a basalt bench and rocky coastline, and the ocean which is utilized by both native
Hawaiians and the public.
20. Recreation/Public Access: A 5-foot-wide pedestrian shoreline access pathway is located
on Parcel 70, which is three (3) parcels north of the project parcel that permits access to
the shoreline from Ala Heiau Road along the property boundary to the shoreline area. The
coastline in this area is utilized for fishing and other gathering practices, with lateral
shoreline access available in this area. The existing shoreline public access located on the
project site and the lateral shoreline access located makai of the project site will not be
impacted by the proposed activities.
PUBLIC UTILITIES AND SERVICES
21. Access: A driveway will be constructed to allow access to the site from Ala Heiau Road.
22. Water: Water is not available on site per the Dept. of Water Supply (DWS). The applicant
will be applying for and installing a private drill well for potable water use on the subject
parcel.
23. Wastewater: Wastewater will be handled by a new Individual Wastewater System (IWS)
approved by the State Department of Health.
24. Other Essential Utilities and Services: All other utilities including electrical, telephone
and cable services are available to the site.
AGENCIES' COMMENTS
25. Department of Public Works - Engineering: (Planning Department Exhibit 2 –
October 23, 2024, Memo).
26. State Department of Health: (Planning Department Exhibit 3 – September 26, 2024,
Memo).
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27. State Office of Planning and Sustainable Development (OPSD): (Planning
Department Exhibit 4 – October 21, 2024, Letter).
28. County Police: (Planning Department Exhibit 5 – October 8, 2024, Letter).
AGENCIES - NO RESPONSE
29. Hawaiʻi Fire Dept.; DPW-Building; Department of Environmental Management
(DEM); DLNR (ENG, OCCL, SHPD).
PUBLIC COMMENTS
30. The Department has not received any comments or objections from the general public or
adjacent landowners on the subject application.
J.No valued Cultural resources or Hawaiian rights are known to owner on this site. There is noshoreline access on this property. Note it would be unsafe since the ocean side of the property isa cliff. See Enclosed photo by shoreline surveyor. There is ocean access at the nearby end of theroad at Maku'u Point Park.
K.There is no shoreline access from this property. Note it would be unsafe since the ocean side ofthe property is a cliff. There is no sandy beach at the ocean side of the property and is all rockand boulders. There is ocean access at the nearby end of the road at Maku'u Point Park. Thisproject doesn't have an impact on existing nearby shoreline access down the street from thisproperty at Maku'u Point Park. See Enclosed photo by shoreline surveyor.
L.There are no plants of significance (weeds, grass and a few palm trees.
M.Access to the property will be provided by a private driveway to the existing public road.
N.Traffic impact is minimal since this project is one single family home.
0.Existing electrical and water lines are in the road right of way. Solid waste collection is availableby private companies. Sewage disposal will be provided by a new septic system. This property isa legal lot within a legal subdivision.
P.None have been identified except to apply for an SMA.
4.A. The environmental setting of this property is it is an ocean front lot with the surrounding propertiesthat are of the same use as proposed witch are single family homes.
B.The proposed project is a single family home and is constant with the policies, zoning and landuse of the area and is a legal lot within a legal subdivision.
C.The impact of this project is the addition of a single family home and is constant with the area.This project is setback an additional fifteen feet from the shoreline set back, and the shoreline isnot a sandy beach but is a cliff and all rock and boulders.
D.The adverse environmental effect that can not be avoided is the construction of a single familyhome with utilities and septic system.E.Alternative to building a new single family home is not to build one on a legal single family homelot.F.Mitigating measures proposed to minimize impact are we setback an additional fifteen ( 15) feetfrom the shoreline setback, additional side and front yard setbacks, the house is less than themaximum height limit, and we have not maximized the full coverage of the site. Note it would beunsafe since the ocean side of the property is a cliff. There is no sandy beach at the ocean sideof the property and is all rock and boulders. See Enclosed photo by shoreline surveyor.
G.There are really no long term effects to the shoreline. And any effects from building a housecannot be avoided but are necessary. There is no sandy beach at the ocean sideof the property and is all rock and boulders. We do not plan on any work beyond the shorelinesetback. See Enclosed photo by shoreline surveyor.
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C:\Old Data\Local Disk\Documents and Settings\keith winnie recovery\Local Disk\drawings\JOHNSON KERMIT NEW HOME.dwg, 04/12/24 04:43:30 PM, ARCH expand D (24.00 x 36.00 Inches), 1:48, KEITH A. WINNIE ARCHITECTS INC.
REVISED 09-10-19 FOR HAWAIIGENERAL NOTES :DIVISION ONE:PROJECT COORDINATION:1. ALL WORK SHALL BE PERFORMED IN A FIRST CLASS MANNER AND SHALL CONFORM TO ALL CODES OF THEBUILDING SITE, ALL WORK SHALL COMPLY WITH ALL APPLICABLE REQUIREMENTS OF ALL GOVERNING CODESREGULATIONS AND ORDINANCES, INCLUDING THE LATEST ADOPTED EDITIONS OF THE 2018 I.R.C, AND IBC, WITHAMENDMENTS, OSHA REGULATIONS, CITY AND OR COUNTY STATE, AND NOTIONAL REGULATIONS. IN CASE OFCONFLICTS BETWEEN REGULATIONS OR CONFLICTS BETWEEN REGULATIONS AND DRAWINGS THE MOST RESTRICTIVEOR SAFEST SHALL APPLY.2.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS BEFORE THE START OF THE WORK, THECONTRACTOR SHALL NOT SCALE THE DRAWINGS ANY CONFLICTS OR DISCREPANCIES FOUND ON THE DRAWINGS SHALL BERESOLVED BEFORE PROCEEDING WITH THE WORK. ASK THE ARCHITECT.3.PROJECTS IN HAWAII REQUIRE ARCHITECT TO OBSERVE CONSTRUCTION. OWNER AND OR CONTRACTORSHALL CONTACT ARCHITECT FOUR (4) WORKING DAYS BEFORE ANY REQUIRED INSPECTION SO ARCHITECT CAN OBSERVE THECONSTRUCTION. IN ADDITION TO REQUIRED INSPECTIONS THE ARCHITECT SHALL BE NOTIFIED OF FAILED INSPECTIONS ANDBEFORE FOUNDATION IS STARTED AND AFTER LAYOUT IS PAINTED ON THE GROUND.4. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICES IN THE AREA PRIOR TO BEGINNINGANY EXCAVATIONS.5. THE "BUILDING COST" SHALL INCLUDE ALL WORK WITHIN THE BUILDING ABOVE AND BELOW GRADE ANDEXTEND OUT TO THE OUTER FACE OF THE DRIVEWAY. ALL WORK BEYOND THIS POINT SHALL BE LISTED SEPARATELY AS"SITE COST" (DRIVEWAYS, GRADING ALL UTILITIES LANDSCAPING SPRINKLER SYSTEMS, ETC.) ANY WORK BEYOND THEPROPERTY LINES SHALL BE LISTED AS OFF SITE WORK. INCLUDE ALL COST FOR BONDS FEES AND INSPECTIONS, ETC.6. IT IS THE INTENT OF THE DRAWINGS TO SHOW A COMPLETE BUILDING, THE CONTRACTOR SHALL PROVIDE ACOMPLETE OPERATING FULLY CONSTRUCTED BUILDING WITH ALL SERVICES IN OPERATING CONDITION WITH NEWMATERIALS, IF ANY DISCREPANCIES ARE FOUND OR THE CONTRACTOR FEELS ADDITIONAL INFORMATION IS NEEDED CALLKEITH WINNIE AT (808) 329-5565 75-638 MAKAPONO PLACE, KAILUA KONA, HI 967407. CLEAN-UP: UPON COMPLETION OF EACH SUBCONTRACTORS OR TRADES WORK ALL RUBBISH AND DEBRISSHALL BE REMOVED AT SUBCONTRACTORS EXPENSE. IT IS REQUIRED THAT THE SITE BE KEPT IN A NEAT AND ORDERLYCONDITION AND THE OWNER/ARCHITECT MAY, AT ANY TIME DURING CONSTRUCTION, ORDER A GENERAL CLEAN UP OFTHE SITE AS PART OF THE WORK UNDER THIS SECTION. DISPOSAL OF WASTE, TRASH AND DEBRIS IN A SAFE, ACCEPTABLEMANNER, IN ACCORDANCE WITH THE APPLICABLE LAWS AND ORDINANCES AS PRESCRIBED BY THE AUTHORITIESHAVING JURISDICTION. BURYING OR BURNING TRASH, WASTE, OR DEBRIS ON SITE IS NOT PERMITTED. LOCATION OF DUMPFOR TRASH, WASTE, OR DEBRIS AND LENGTH OF HAUL IS THE CONTRACTORS RESPONSIBILITY.8. OWNER RESERVES THE RIGHT TO PROVIDE SOME OF THE WORK OR MATERIALS THEREFORE A LINE ITEM BID INTHE A.I.A. FORMAT IS REQUIRED.9. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL ITEMS NECESSARY FOR PROPER EXECUTION ANDCOMPLETION OF THE WORK. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ANYONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. WORK NOT COVERED IN THE CONTACT DOCUMENTS WILL NOT BEREQUIRED UNLESS IT IS CONSISTENT THEREWITH AND IS REASONABLY INFERABLE THEREFROM AS BEING NECESSARY TOPRODUCE THE INTENDED RESULTS. WORDS AND ABBREVIATIONS WHICH HAVE WELL- KNOWN TECHNICAL OR TRADEMEANS ARE USED IN THE CONTRACT DOCUMENTS IN ACCORDANCE WITH SUCH RECOGNIZED MEANINGS.11. DRAWINGS ARE INTENDED TO SHOW GENERAL ARRANGEMENT, DESIGN AND EXTENT OF WORK AND AREPARTLY DIAGRAMMATIC. AS SUCH, THEY ARE NOT TO BE SCALED FOR MEASUREMENTS OR TO SERVE AS SHOPDRAWINGS.10. ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL REMAIN HISPROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHERPROJECT. WITH THE EXCEPTION OF ONE CONTRACT SET FOR EACH PARTY TO THE CONTRACT, SUCH DOCUMENTS ARE TOBE RETURN OR SUITABLY ACCOUNTED FOR TO THE ARCHITECT ON REQUEST AT THE COMPLETION OF THE WORK.SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTIONWITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECT'S COMMON LAWCOPYRIGHT OR OTHER RESERVED RIGHTS. DRAWINGS SHALL NOT BE USED ON ANY PROJECT WITHOUT WRITTENPERMISSION FROM THE ARCHITECT. DRAWINGS MAY NOT BE SOLD OR TRANSFERRED IN ANY MANNER WITHOUT WRITTENPERMISSION FROM THE ARCHITECT AND ADDITIONAL COMPENSATION PAID TO THE ARCHITECT. WRITTEN PERMISSION TO USE THIS SET OF DRAWINGS FOR CONSTRUCTION IS REQUIRED BEFORE CONSTRUCTION ISSTARTED, EVEN IF YOU HAVE A PERMIT, THIS IS REQUIRED BY THIS NOTE.12. IF THE CONTRACTOR OR SUBCONTRACTOR DEFAULTS OR NEGLECTS TO CARRY OUT THE WORK INACCORDANCE WITH THE CONTRACT DOCUMENTS OR FAILS WITHIN SEVEN DAYS AFTER RECEIPT OF WRITTEN NOTICEFROM THE OWNER TO COMMENCE AND CONTINUE CORRECTION OF SUCH DEFAULT OR NEGLECT WITH DILIGENCE ANDPROMPTNESS, THE OWNER MAY, AFTER SEVEN DAYS FOLLOWING RECEIPT BY THE CONTRACTOR OF AN ADDITIONALWRITTEN NOTICE AND WITHOUT PREJUDICE TO ANY OTHER REMEDY HE MAY HAVE, MADE GOOD SUCH DEFICIENCIES.IN SUCH CASE AN APPROPRIATE CHANGE ORDER SHALL BE ISSUED DEDUCTING FROM THE PAYMENTS THEN ORTHEREAFTER DUE THE CONTRACTOR THE COST OF CORRECTING SUCH DEFICIENCIES, INCLUDING COMPENSATIONFOR THE ARCHITECT'S ADDITIONAL SERVICES MADE NECESSARY BY SUCH DEFAULT, NEGLECT OR FAILURE. SUCHACTION BY THE OWNER AND THE AMOUNT CHARGED TO THE CONTRACTOR ARE BOTH SUBJECT TO THE PRIOR REVIEWOF THE ARCHITECT. IF THE PAYMENTS THEN OR THEREAFTER DUE THE CONTRACTOR ARE NOT SUFFICIENT TO COVERSUCH AMOUNT, THE CONTRACTOR SHALL PAY THE DIFFERENCE TO THE OWNER.13. THE CONTRACTOR AND SUBCONTRACTORS WARRANTS TO THE OWNER AND THE ARCHITECT THAT ALL MATERIALSAND EQUIPMENT FURNISHED UNDER THIS CONTRACT WILL BE NEW UNLESS OTHERWISE SPECIFIED, AND THAT ALL WORK WILLBE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS AND IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. ALLWORK NOT CONFORMING TO THESE REQUIREMENTS, INCLUDING SUBSTITUTIONS NOT PROPERLY REVIEWED ANDAUTHORIZED, MAY BE CONSIDERED DEFECTIVE. IF REQUIRED BY THE ARCHITECT, THE CONTRACTOR SHALL FURNISHSATISFACTORY EVIDENCE AS TO THE KIND AND QUALITY OF MATERIALS AND EQUIPMENT. THIS WARRANTY IS NOT LIMITEDBY THE PROVISIONS OF PARAGRAPH 14.14. THE CONTRACTOR SHALL PAY ALL SALES, CONSUMER, USE AND OTHER SIMILAR TAXES FOR THE WORK ORPORTIONS THEREOF PROVIDED BY THE CONTRACTOR WHICH ARE LEGALLY ENACTED AT THE TIME BIDS ARE RECEIVED,WHETHER OR NOT YET EFFECTIVE.15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE CERTAIN THAT THE CONTRACT DOCUMENTS ARE INACCORDANCE WITH APPLICABLE LAWS, STATUTES, BUILDING CODES AND REGULATIONS. IF THE CONTRACTOROBSERVES THAT ANY OF THE CONTRACT DOCUMENTS ARE AT VARIANCE THEREWITH IN ANY RESPECT, HE SHALLPROMPTLY NOTIFY THE ARCHITECT IN WRITING, AND ANY NECESSARY CHANGES SHALL BE ACCOMPLISHED BYAPPROPRIATE MODIFICATION.16. IF THE CONTRACTOR PERFORMS ANY WORK HAVING REASONABLE KNOWLEDGE IT MAY BE CONTRARY TOSUCH LAWS, ORDINANCES, RULES AND REGULATIONS AND WITHOUT SUCH NOTICE TO ARCHITECT, HE SHALL ASSUMEFULL RESPONSIBILITY THEREFORE AND SHALL BEAR ALL COSTS ATTRIBUTABLE THERETO.17. THE CONTRACTOR AND SUBCONTRACTORS AT ALL TIMES SHALL KEEP THE PREMISES FREE FROM ACCUMULATIONOF WASTE MATERIALS OR RUBBISH CAUSED BY HIS OPERATIONS. AT THE COMPLETION OF THE WORK HE SHALL REMOVEALL HIS WASTE MATERIALS AND RUBBISH FROM AND ABOUT THE PROJECT AS WELL AS ALL HIS TOOLS, CONSTRUCTIONEQUIPMENT, MACHINERY AND SURPLUS MATERIALS.18. IF THE CONTRACT DOCUMENTS, LAWS, ORDINANCES, RULES, REGULATIONS OR ORDERS OF ANY PUBLICAUTHORITY HAVE JURISDICTION REQUIRE ANY PORTION OF THE WORK TO BE INSPECTED, TESTED OR APPROVED,THE CONTRACTOR SHALL GIVE THE ARCHITECT TIMELY NOTICE OF ITS READINESS SO THE ARCHITECT MAY OBSERVE SUCHINSPECTION, TESTING OR APPROVAL. THE CONTRACTOR SHALL BEAR ALL COST OF SUCH INSPECTIONS, TESTS ORAPPROVALS CONDUCTED BY PUBLIC AUTHORITIES. UNLESS OTHERWISE PROVIDED, THE OWNER SHALL BEAR ALL COSTSOF OTHER INSPECTIONS, TESTS OR APPROVALS. TIMELY NOTICE SHALL BE A MINIMUM OF FOUR WORKING DAYS.19. THE CONTRACTOR SHALL PROMPTLY CORRECT ALL WORK REJECTED BY THE ARCHITECT AS DEFECTIVE OR ASFAILING TO CONFORM TO THE CONTRACT DOCUMENTS WHETHER OBSERVED BEFORE OR AFTER SUBSTANTIALCOMPLETION AND WHETHER OR NOT FABRICATED, INSTALLED OR COMPLETED. THE CONTRACTOR SHALL BEAR ALLCOSTS OF CORRECTING SUCH REJECTED WORK, INCLUDING COMPENSATION FOR THE ARCHITECT'S ADDITIONAL SERVICESMADE NECESSARY THEREBY.20. PROTECTION: ENSURE SAFE PASSAGE OF PERSONS AROUND AREA OF DEMOLITION AND CONSTRUCTION.CONDUCT OPERATIONS TO PREVENT INJURY TO ADJACENT BUILDINGS, STRUCTURES, OTHER FACILITIES, AND PERSONS.21. MAINTAIN EXISTING UTILITIES WHICH ARE TO REMAIN, KEEP IN SERVICE, PROTECT AGAINST DAMAGE DURINGDEMOLITION OPERATIONS.22. SEAL STORM AND SANITARY SEWERS LEADING FROM BUILDINGS TO BE DEMOLISHED IN ACCORDANCE WITHRULES AND REGULATIONS OF AUTHORITIES HAVING JURISDICTION.23. TURN OFF WATER SERVICING BUILDINGS TO BE DEMOLISHED IN ACCORDANCE WITH RULES AND REGULATIONSOF AUTHORITIES HAVING JURISDICTION.24. DISCONNECT ELECTRIC, TELEPHONE AND OTHER SERVICES IN ACCORDANCE WITH RULES AND REGULATIONSOF AUTHORITIES HAVING JURISDICTION.25. THESE DRAWINGS ARE DIVIDED INTO SECTIONS FOR CONVENIENCE OF THE ARCHITECT ONLY. CONTRACTORS ANDSUBCONTRACTORS ARE REQUIRED TO REFER TO ALL DRAWINGS AND OTHER INFORMATION RELEVANT TO THE PART OFWORK THEY ARE PERFORMING AND SHALL BE RESPONSIBLE FOR ALL ASPECTS OF THE WORK REGARDLESS OF WHERE THEINFORMATION OCCURS IN THE DRAWINGS.26. THE ARCHITECT AND THE OWNER RESERVE THE RIGHT TO DISALLOW "ANY" WORK OR MATERIAL BASED ON"PHYSICAL APPEARANCE" ONLY.27. BUILDING ADDRESS NUMBERS SHALL BE LEGIBLE FROM THE STREET.28. SUB CONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF THEIR WORK WITH THE WORK OF OTHERSAND SHALL VERIFY THAT ANY RELATED WORK WHICH MUST BE PROVIDED BY OTHERS, HAS BEEN COMPLETED AND ISADEQUATE PRIOR TO COMMENCING THEIR WORK. EACH CONTRACTOR SHALL PROTECT ADJACENT WORK FROMDAMAGE AND SHALL SUPPLY ALL LABOR, EQUIPMENT, MATERIAL, AND INSPECTIONS NECESSARY TO COMPLETE THE WORK.CUTTING AND PATCHING:1. CUTTING AND PATCHING INCLUDES CUTTING OF EXISTING CONSTRUCTION TO PROVIDE FOR THE INSTALLATIONOR PERFORMANCE OF THERE WORK AND SUBSEQUENT FITTING AND PATCHING REQUIRED TO RESTORE SURFACES TO THEIRORIGINAL CONDITIONS.2.DO NOT CUT AND PATCH ANY STRUCTURAL WORK WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEERAND ARCHITECT IN ADVANCE.3. RESTORE "ANY" EXPOSED FINISHED AREA OF PATCH AREA SO THAT IT IS NOT VISIBLE EVEN ON CLOSE INSPECTION.THIS MAY REQUIRE REFINISHING A LARGER AREA THAN JUST THE PATCH AREA SO THERE IS NO EVIDENCE OF THE PATCH.SUBMITTALS1. THE ARCHITECTS REVIEW OF ANY SHOP DRAWINGS WILL BE GENERAL ONLY AND SHALL NOT RELIEVE THECONTRACTOR FROM THE RESPONSIBILITY OF ERRORS OF ANY KIND, FOR DEVIATIONS FROM THE DRAWINGS ORSPECIFICATIONS, OR FOR CONFLICTS WITH THE WORK OF OTHERS. ARCHITECT'S REVIEW OF AN ITEM DOES NOTINDICATE A REVIEW OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS.2. THE ARCHITECT'S REVIEW OF A SAMPLE WILL BE FOR VISUAL CONFORMANCE WITH THE CONTRACTDOCUMENTS, AND DOES NOT CONSTITUTE A WARRANTY OF THE MATERIAL OR ITS PERFORMANCE.3. THE GENERAL CONTRACTOR SHALL KEEP AND COMPILE FOR THE OWNER ALL WARRANTIES, GUARANTEES,MANUALS, OPERATING INSTRUCTIONS, REGISTRATION FORMS, PERMITS, AND DELIVER TO OWNER ON COMPLETION OFWORK. THE GENERAL CONTRACTOR SHALL GUARANTEE ALL LABOR WORK AND MATERIALS FOR NOT LESS THAN ONE YEAROF COMPLETION OF PROJECT.DIVISION TWO: SITE WORKGENERAL SITE REQUIREMENTS :1. CLEAR AND REMOVE ALL OBSTRUCTIONS THAT INTERFERE WITH BUILDING CONSTRUCTION, CONTRACTORSHOULD VISIT SITE BEFORE BIDDING.2. CONTACT LOCAL UTILITY COMPANIES FOR INFORMATION REGARDING UNDERGROUND UTILITIES. CONTRACTORSHALL VERIFY LOCATION OF ALL UTILITIES BEFORE THE START OF CONSTRUCTION.3. BARRICADE OPEN EXCAVATIONS AND POST WARNING LIGHTS DURING HOURS FROM DUSK TO DAWN EACHDAY.SITE PREPARATION :1.ALL FILL SHALL BE SELECTED FILL MATERIALS COMPACTED TO AT LEAST 90% OF THE MINIMUM DENSITYOBTAINABLE, USE NON EXPANSIVE MATERIALS. BACK FILL SHALL BE AT LEAST 90% MINIMUM DENSITY. UNDER BUILDINGS 90% UNDER ASPHALTIC CONCRETE PAVEMENT 95% (TOP 6 INCH SUB GRADE) TRENCHES 90% ON TOP 3 FEET UNDER BUILDINGS AND PAVED AREAS 90%2. A SOILS ENGINEER SHALL VERIFY SOIL BEARING TO A MIN. OF 1500# PSF, VERIFY SOIL IS NON EXPANSIVE,VERIFY SOIL IS UNIFORM IN DENSITY IN BUILDING AREA.3. IF THE SOILS ENGINEER OR BUILDING INSPECTOR SUSPECTS EXPANSIVE SOIL BASED ON OBSERVATION OFTHE FOUNDATION EXCAVATION, HE/SHE MAY REQUIRE SOIL EXPANSION INDEX TESTS IN ACCORDANCE WITH THE I.R.C.AND RESUBMITAL OF PLANS TO PLAN CHECK TO VERIFY THAT THE SOIL ENGINEER'S RECOMMENDATIONS HAVEBEEN INCORPORATED.4. BEFORE YOU DIG, IN ADVANCE CALL A UTILITY LOCATORS SERVICE.5. THE USE OF EXPLOSIVES IS NOT PERMITTED.6. THE CONTRACTOR SHALL INSURE THE PROTECTION OF ADJACENT PROPERTY FOR SETTLING, EROSION,DRAINAGE, OR OTHER DAMAGE OF ANY TYPE FROM CONSTRUCTION.7. CARE SHALL BE TAKEN BY ALL TRADES AND INDIVIDUALS NOT TO DAMAGE AND TO PROTECT THE EXISTING TREESAND VEGETATION ON SITE AND ADJOINING PROPERTY. ANY TRIMMING OR OTHER ALTERATIONS OF TREES ANDVEGETATION SHALL BE APPROVED IN WRITING BY OWNER AND ARCHITECT IN ADVANCE.8. THE CONTRACTOR SHALL ESTABLISH THE SITE CORNERS WITH A SURVEY. THE CONTRACTOR SHALL BERESPONSIBLE FOR THE CORRECT LOCATION OF THE BUILDING IF NO CIVIL ENGINEER IS ASKED TO STAKE THEBUILDING. THE CONTRACTOR SHALL TAKE CARE TO LOCATE THE BUILDING ACCURATELY AND BE RESPONSIBLE FORBUILDING LOCATION.9. ALL STUMPS, SUBSURFACE ROOTS LARGER THAN 2" IN DIAMETER AND MATTED ROOTS EXISTING SHALL BEREMOVED WITH IN THE AREA BONDED AT FIVE FEET [ 5'-0"] OUTSIDE THE STRUCTURE.10.PROVIDE SOIL TREATMENT SOLUTION FOR SUBTERRANEAN TERMITE CONTROL PER CODE, PRIOR TOFOUNDATION WORK. APPLICATION SHALL BE BY A LICENSED PEST CONTROL CONTRACTOR. THE OWNER SHALL BE GIVENA WRITTEN GUARANTEE THAT THE TREATMENT WILL BE EFFECTIVE FOR NOT LEES THAN FIVE YEARS.11. BUILDING FOUNDATION MAY NOT REST ON PARTY FILL AND PARTLY NATURAL GRADE. ALL AREAS UNDER BUILDINGFOUNDATION SHALL HAVE THE SAME DENSITY.EXCAVATION:1. ALL EXCAVATIONS FOR FOOTINGS SHALL BE CARRIED TO THE DEPTH AS SHOWN ON THE PLANS, BOTTOMS OFEXCAVATIONS SHALL BE HAND FINISHED TO ENSURE SOLID BEARING FREE FROM LOOSE EARTH AND ALL OTHER DEBRIS.ALL DEBRIS AND ROOT MATERIAL UNCOVERED SHALL BE REMOVED FROM PREMISES.2. ALL SUITABLE TOP SOIL EXCAVATED SHALL BE SAVED AND TRANSPORTED TO A DESIGNATED AREA ON THESITE FOR POSSIBLE REUSE WITHIN THE PROJECT. EXTRA SOIL WILL BE REMOVED FROM SITE.3. IF UNSATISFACTORY SOIL MATERIAL IS ENCOUNTERED BELOW ANY PART OF THE BUILDING AREA BELOWFOOTINGS EXCAVATE THIS MATERIAL AS DIRECTED BY SOILS ENGINEER AND STRUCTURAL ENGINEER.4. DO NOT ALLOW WATER TO ACCUMULATE IN EXCAVATIONS. REMOVE WATER TO FROM EXCAVATIONS ANDEXCAVATE OUT ANY SOFT OR WET MATERIAL.5. ALL NEW UTILITIES SHOWN SHALL BE UNDERGROUND. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THATALL TRENCHING SHALL BE BACK FILLED MATERIAL FREE FROM ANY ROCKS OR OTHER OBJECTS THAT CAN DAMAGE THEUNDERGROUND UTILITIES.6. UNDERGROUND PIPING SHALL BE LAID TO A MINIMUM OF 24" DEPTH BELOW FINISHED GRADE. WATER PIPINGSHALL BE ENCOMPASSED IN AN ENVELOPE OF CLEAN SAND 12" AROUND PIPE IN ALL DIRECTIONS. ALL PIPING SHALLHAVE A 12" MINIMUM SEPARATION.7. SANITARY SEWER LINES SHALL BE AT LEST 12" BELOW ANY WATER LINE AND SHALL MAINTAIN SEPARATIONS ANDCOVERAGE BOTH HORIZONTALLY AND VERTICALLY AS REQUIRED BY APPLICABLE CODES. PIPING SHALL BE ENCOMPASSEDIN AN ENVELOPE OF CLEAN SAND 12" AROUND PIPE IN ALL DIRECTIONS.8. CONTRACTOR SHALL PROVIDE DESIGN AND INSTALLATION OF ALL CRIBBING, SHEATHING AND SHORINGREQUIRED TO MAINTAIN SAFETY AND GRADES ON THE PROJECT.9. PROVIDE SHORING FOR ALL RESTRAINED RETAINING WALLS PRIOR TO BACK FILLING. SHORING TO REMAIN INPLACE UNTIL PERMANENT STRUCTURAL SUPPORT MEMBERS ARE IN PLACE. FOR CONCRETE SUPPORT MEMBERSSHORING TO REMAIN IN PLACE FOR 7 MINIMUM DAYS AFTER PLACEMENT OF CONCRETE.10. SLAB ON GRADE RESTRAINING THE BOTTOM OF THE RETAINING WALL SHALL BE IN PLACE PRIOR TO BACK FILLINGOF THE WALLS.11. BACK FILL NOT TO BEGIN UNTIL THE MASONRY OR CONCRETE WALLS HAVE BEEN IN PLACE FOR 14 DAYSMINIMUM. PROVIDE 18" WIDTH OF PREVIOUS MATERIAL BEHIND ALL RETAINING WALLS.GRADING1. THE CONTRACTOR SHALL PROVIDE PROPER DRAINAGE FROM THE SITE. CONSULT A CIVIL ENGINEER WHENNECESSARY AND FOLLOW HIS/ HER DIRECTION.2. ALL SLOPE CUT AND FILL SHALL BE ROUNDED INTO THE EXISTING GRADE TO PRODUCE A NATURAL LOOK TO THEFINISHED GRADE.3. FINISHED GRADE SHALL BE HELD DOWN 6" IN PLANTING AREAS SO THAT CLEAN TOP SOIL FROM THE SITE ORIMPORT CAN BE PLACED AT A DEPTH OF 6" IN THESE PLANTING AREAS.4. FINISHED GRADE SHALL BE FREE OF ANY CONSTRUCTION WASTE OR DEBRIS.5. ANY AREA OF BUILDING THAT WILL BE PLACED ON ENGINEERED FILL. FILL SHALL BE PLACED AT THE DIRECTION OFA SILOS ENGINEER. ALL BUILDING FOOTINGS SHALL REST ON THE SAME TYPE OF SOIL. WHERE REQUIRED THE PAD SHALL BECUT A MIN. OF 2'-0" BELOW BOTTOM OF FOOTING AND COMPACTED THE SAME AS THE REST OF THE PAD. SOILS REPORTREQUIRED AFTER PLACEMENT OF FILL AND BEFORE PLACEMENT OF FOOTINGS.6. NO WOOD, PLANT PARTS, OR OTHER TRASH SHALL NOT BE PART OF ANY FILL MATERIALS.7. MAXIMUM LIFTS SHALL BE 6" WITH WATER TREATMENT BETWEEN EACH LIFT.8. LARGE ROCK FILL SHALL NOT BE USED UNDER BUILDING BELOW 0-6 FEET IN DEPTH.9. FOOTING MAY BE PLACED ON BEDROCK, IF ALL FOOTINGS ARE PLACED ON BEDROCK. DO NOT MIX RESTING FOOTINGS ON ROCK AND FILL.10. IF PLACING FOOTING ON BEDROCK REMOVE ANY LOOSE ROCK, DIRT, PLANT PARTS, WOOD, OR ALL OTHER TRASH . CUT OR STEP ROCK SO BOTTOM OF FOOTING WILL BE LEVEL AT 4'-0" RUNS MINIMUM.DIVISION THREE: CONCRETE1. ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS IN 28 DAYS AND SHALL BEWITHIN THE FOLLOWING LIMITS: CONCRETE 28 DAY MAX. SIZE MIN. SACKS CEMENT LOCATION STRENGTH AGGREGATE PER CU YD SLAB ON GRADE 2500 1" 5 FOOTINGS 2500 1.5" 5SLAB ON GRADE CONCRETE = fC = 2500 PSI IN 28 DAYS2. CONTROL JOINT SHALL BE 1" DEEP.3. PROVIDE EXPANSION JOINTS AT CONCRETE PAVING JUNCTURE OF BLDGS. ETC.4. SLOPE ALL WALKS AND DRIVEWAY AWAY FROM BLDG. 1/8"/1'-0" MINIMUM.5. CONC. SHALL COVER REBAR MIN. 3" BELOW GRADE6. REINFORCING SHALL BE DEFORMED BARS OF INTERMEDIATE GRADE CONFORMING TO A.S.T.M. SPECS A615 GR 60, SPLICE 30 DIA'S7. ASPHALT PAVING: PROVIDE A SMOOTH, TIGHT AND CLOSE-GRAINED SURFACE PRIOR TO SEAL COATING, THEASPHALT PAVED AREAS SHALL BE FLOODED WITH WATER FROM A WATER TRUCK TO CHECK DRAINAGE AND SURFACEIRREGULARITIES. ALL HIGH AND LOW SPOTS SHALL BE REPLACED OR OVERLAID IN AN ACCEPTABLE MANNER AND THEPAVING SHALL BE WATER TESTED AGAIN AFTER CORRECTIONS HAVE BEEN MADE.8. JOINTS: THE SURFACES OF FLAT WORK SHALL BE TOOLED TO PROVIDE WEAKENED PLANE JOINTS INACCORDANCE WITH PATTERNS INDICATED. WHERE NO PATTERN IS SHOWN, MARK FLAT WORK INTO RECTANGLES NOT LESSTHAN 12 SQUARE FEET NOR MORE THAN 200 SQUARE FEET. USE A SCORING TOOL THAT WILL LEAVE THE CORNERSROUNDED. FORM EXPANSION JOINTS 1/4 INCH WIDE AT ALL RETURNS AND OPPOSITE EXPANSION JOINTS IN CURBS.WHERE CURB IS NOT ADJACENT, FORM EXPANSION JOINTS AT INTERVALS OF 20 FEET. FILL EXPANSION JOINTS WITHPREMOLDED EXPANSION JOINT FILLER AS SPECIFIED.9. EXTERIOR SLABS, SIDEWALKS, AND PATIOS, SHALL BE BROOM FINISH: AFTER CONCRETE HAS BEEN TRAWLED ANDJOINTS HAVE BEEN FORMED, USE A STIFF FIBER BROOM TO PROVIDE A UNIFORMLY STRAIGHT SCORED SURFACE ATRIGHT ANGLES TO THE GENERAL FLOW OF TRAFFIC.10. REINFORCING SUPPORTS: BARS AND WELDED WIRE FABRIC SHALL BE SUPPORTED ON METAL CHAIRS ORSPACERS ON METAL HANGERS, ACCURATELY PLACED AND SECURELY FASTENED TO STEEL REINFORCEMENT IN PLACE.SUPPORT LEGS OF ACCESSORIES IN FORMS WITHOUT EMBEDDING IN FORM SURFACE. SPACING OF CHAIRS ANDACCESSORIES SHALL CONFORM WITH CRSI'S "RECOMMENDED PRACTICE FOR PLACING BAR SUPPORTS". NO WOODWILL BE PERMITTED INSIDE FORMS. PRECAST CONCRETE CUBES MAY BE USED TO SUPPORT FOOTING AND SLAB ONGROUND REINFORCING.11. PLACING AND TYING: ALL REINFORCING SHALL BE SET IN PLACE, SPACED, AND RIGIDLY SECURELY TIED ORWIRED WITH #16 GAUGE STEEL TIE WIRE AT ALL SPLICES AND AT CROSSING POINTS AND INTERSECTIONS IN THEPOSITION SHOWN, OR AS DIRECTED. POINT ENDS OF WIRE AWAY FROM FORMS.12. WELDING WIRE FABRIC: WIRE FABRIC SHALL BE IN AS LONG LENGTHS AS PRACTICABLE AND SHALL BE WIREDAT ALL LAPS AND SPLICES. LAPS SHALL BE ONE FULL SPACING OF THE CROSS WIRES PLUS 2" AT SPLICES. WELDED WIREFABRIC SHALL BE SUPPLIED IN FLAT SHEETS.13. NOTIFICATION: NOTIFY THE ARCHITECT AT LEAST TWO WORKINGS DAYS IN ADVANCE OF PLACING CONCRETE.FORM WORK SHALL HAVE BEEN COMPLETED; EXCESS WATER SHALL HAVE BEEN REMOVED; REINFORCEMENT SHALLHAVE BEEN SECURED IN PLACE; EXPANSION JOINT MATERIAL, ANCHORS, AND OTHER EMBEDDED ITEMS SHALL HAVEBEEN POSITIONED; AND THE ENTIRE PREPARATION SHALL HAVE BEEN APPROVED ON THE DAY PRIOR TO THE PLACING OFCONCRETE.14.BEFORE POURING ANY CONCRETE SLABS IN A BUILDING, CONCRETE CONTRACTOR SHALL VERIFY THAT A TERMITETREATMENT BY A LICENSED PESTICIDE CONTRACTOR HAS TREATED THE AREA TO BE POURED. THE PESTICIDE CONTRACTORSHALL COMPLY WITH THE STATE OF HAWAII AND COUNTY OF HAWAII REGULATIONS AND CODES FOR TERMITE TREATMENTSFOR BUILDINGS AND PROVIDE A CERTIFICATE OF TREATMENT AND WARRANTY AS DESCRIBED BY REGULATIONS AND CODES.DIVISION FOUR: MASONRY1. CONCRETE BLOCK SHALL BE MEDIUM WEIGHT AND COMPLY WITH ASTM L-90, GRADE N, PROVIDE DEEP CUTBOND BEAM UNITS.2. ALL RETAINING WALLS AND WALLS BELOW GRADE SHALL BE SOLID GROUTED.3. ALL CELLS CONTAINING REINFORCING SHALL BE GROUTED LIFTS SHALL NOT EXCEED 8'-0" IN HEIGHT, CLEANOUTHOLES SHALL BE PROVIDED AT THE BASE OF ALL GROUTED CELLS FOR LIFTS OVER 4'- 0" IN HEIGHT.4. GROUT CONST. JT. SHALL BE FORMED BY STOPPING THE POUR 1-1/2" BELOW THE TOP OF THE UPPERMOST UNIT.5. IMMEDIATELY AFTER GROUTING CONSOLIDATE GROUT BY USING MECHANICAL VIBRATING EQUIPMENT,RODING IS NOT ACCEPTABLE.6. MORTAR SHALL CONSIST OF ONE PART PORTLAND CEMENT 3-1/2 TO 4 PARTS SAND BASED ON DRY LOOSEVOLUME AND NOT MORE THAN 1/4 PART 1/2 PART LIME.7. GROUT SHALL BE 2000 PSI MIN. PROPORTIONED 1 PART CEMENT 3 PARTS SAND AND 2 PARTS GRAVEL.8. REINFORCING SHALL COMPLY WITH ASTM A-615, GRADE 60 BARS, W/A MIN. LAP @ SPLICES OF 40 DIAMETERS.9. TYPICALLY PROVIDE 2 # 5 BARS VERT. AT THE EDGE OF ALL OPENINGS AND CORNERS OF ALL WALLS.DIVISION FIVE: METALS1. PIPE HANDRAILS: RAILINGS SHALL BE INSTALLED IN CONCRETE BY MEANS OF PIPE SLEEVE INSERTS SET ANDANCHORED IN THE CONCRETE. POSTS SHALL BE INSERTED INTO PIPE SLEEVES, PLUMBED AND ALIGNED. THEANNULAR SPACE BETWEEN PIPE POSTS AND SLEEVE INSERTS SHALL BE FILLED WITH QUICK SETTING HYDRAULICCEMENT.2. ANCHOR BOLTS, ANCHORS, BLOCK OUTS AND SLEEVES SHALL BE PROPERLY LOCATED AND BUILT INTOCONNECTING WORK. BOLTS AND ANCHORS SHALL BE PRESET BY THE USE OF TEMPLATES OR SUCH OTHER METHODSAS MAY BE REQUIRED TO LOCATE THE ANCHORS AND ANCHOR BOLTS ACCURATELY.3. ANCHORS, BOLTS, AND FASTENINGS: BOLTS AND NUTS SHALL CONFORM TO ASTM A 307-84, GRADE A ANDASTM 563-84.4. GALVANIZED FINISH: TOUCH UP ALL DAMAGED GALVANIZED FINISH DUE TO INSTALLATION, WELDINGTHREADING OR OTHER WORK WITH TREATMENT SPECIFIC HEREIN.5. GALVANIZING REPAIR COMPOUND: HIGH ZINC DUST GALVANIZING REPAIR PAINT CONFORMING TO MIL.SPEC DOD-P-21035A OR HOT APPLIED ZINC RICH MATERIAL. ACCEPTABLE INCLUDE: AMERICAN SOLDIER & FLUX; DRYGALV KENCO DIV.; GALVICON METALLOY PRODUCTS CO.; GALALLOY6. WELDS IDENTIFIED AS REQUIRING CONTINUOUS OR PERIODIC SPECIAL INSPECTION NEED NOT HAVE SPECIALINSPECTION WHEN THE WELDING IS DONE IN AN APPROVED FABRICATOR'S SHOP. HOWEVER, THE APPROVEDFABRICATOR MUST SUBMIT A "CERTIFICATE OF COMPLIANCE" IN ACCORDANCE WITH U.B.C. SECTION 306[F]. FABRICATORMUST MEET SPECIAL REQUIREMENTS APPROVED BY BUILDING DEPARTMENT.7. FRAMING CONTRACTOR SHALL COOPERATE WITH OTHER TRADES IN COORDINATING THEIR WORK WITH THEWORK OF THIS SECTION. PROVIDE GROUNDS, BLOCKING AND BACKING WHERE INDICATED OR AS REQUIRED FORINTEGRATION OF WORK OF OTHER TRADES INTO THE STRUCTURE EVEN IF NOT SHOWN IN DRAWINGS.8. BUILDING PAPER: SISALKRAFT "ORANGE LABEL", RICKDRAFT, LUDLOW, OR EQUAL APPROVED INACCORDANCE WITH SECTION 01630, WATERPROOF, CONFORMING TO FEDERAL SPECIFICATION UU-B-790, OR 15-LB.ASPHALT-SATURATED RAG FELT CONFORMING TO ASTM D 226- 82.9. FRAMING ANCHORS: SIMPSON CO STRONG-TIE CONNECTORS, OR EQUAL APPROVED IN ACCORDANCE WITHI.C.B.O., GALVANIZED FRAMING CONNECTORS AND JOIST HANGERS AS DETAILED, NOT LESS THAN #16 GAUGE BEFOREGALVANIZING, HAVING MINIMUM DESIGN AND LOAD CAPACITY AS THE ONES ON THE DRAWINGS, WITHMANUFACTURER SUPPLIED SCREWS.10. MISCELLANEOUS ITEMS: ROUGH FRAMING WORK AND MISCELLANEOUS ITEMS AND THEIR RELATED COMPONENTSWHICH ARE TO BE FURNISHED AND INSTALLED UNDER THIS SECTION ARE NOT NECESSARILY INDIVIDUALLY DESCRIBED.THE MOST IMPORTANT FEATURES AND THOSE REQUIRING DETAIL DESCRIPTION ARE MENTIONED. ROUGH FRAMING WORKAND MISCELLANEOUS ITEMS NOT MENTIONED OR DESCRIBED SHALL BE FURNISHED AND INSTALLED IN ACCORDANCEWITH THE INTENT OF THE DRAWINGS AND SPECIFICATIONS AND AS REQUIRED TO COMPLETE THE WORK.11. INSTALL FRAMING, MAKING PROPER PROVISIONS FOR WORK OF OTHER TRADES. DO FRAMING REQUIRED TOACCOMMODATE PLUMBING, HEATING AND VENTILATION, ELECTRICAL, AND OTHER TRADES. FIT NEATLY AROUND ALLEXPOSED ITEMS, SUCH AS OUTLET BOXES, CONDUIT, PIPES, AND DUCTS. LINE UP FACTORY HOLES IN STEEL STUDS AND JOISTSO PIPES CAN BE PUT THRU THEM WITH.12. SIZE TRACKS OR SILLS AND SET LEVEL AND TRUE TO LINE. BOLT DOWN WITH BOLTS OF SIZE, LENGTH, AND SPACINGINDICATED WITH A BOLT NOT MORE THAN 9 INCHES FROM THE END OF ANY PIECE. SET TRACTS ON BED OF CHALK ORFOAM STRIP FULL WITH UNDER TRACK.13.FIXED STEEL MEMBERS SHALL BE INSTALLED PROPERLY LEVEL, STRAIGHT, PLUMB, AND TRUE TO LINE ANDDIMENSION OR SIZE INDICATED. MEMBERS SHALL BE NEATLY, SNUGLY AND ACCURATELY SCRIBED INTO PLACE.14.TRIM SHALL BE FIXED IN PLACED IN FULL LENGTHS, WITHOUT PIECING, EXCEPT WHERE USE OF SIGNALLENGTHS WOULD BE IMPRACTICAL. BUTT JOINTS SHALL BE BEVELED. MITER EXTERIOR ANGLES. INTERIOR ANGLES OFMOLDED PARTS SHALL BE COPED.15. PREFABRICATED ROOF TRUSSES SHALL HAVE SHOP DRAWINGS APPROVED BY THE LOCAL GOVERNING AGENCYBUILDING DEPT. DESIGN OF TRUSSES SHALL BE STAMPED BY ARIZONA STRUCTURAL ENGINEER.16. PROVIDE 1/2" CLEARANCE BETWEEN TRUSSES AND NON-BEARING WALLS.17. PROVIDE SIMPSON ST6236 ACROSS RIDGE @ RAFTERS.DIVISION SIX: WOOD AND PLASTICS1. CODES AND STANDARDS: THE "IRC AND IBC, IS HEREBY MADE A PART OF THIS SPECIFICATION AND ROUGHCARPENTRY WORK SHALL CONFORM WITH THE APPLICABLE REQUIREMENTS THEREIN EXCEPT AS MODIFIED HEREIN.3.PRE-FAB TRUSSES OR MANUFACTURED JOIST ^7-,µ6` SHALL BE DESIGNED BY A HAWAII LICENSED STRUCTURALENGINEER, WET STAMPED, AND INSTALLED PER THE RECOMMENDATIONS OF THE MANUFACTURER'S ENGINEER'S5(&200(1'$7,21675866(66+$//%($7µ2&3.A. FURNISH A CERTIFICATE OF INSPECTION FORM THE MILL SUPPLYING DIMENSION LUMBER STATING THAT THELUMBER CONFORMS TO THE GRADES SPECIFIED ACCORDING TO STANDARDS SET BY THE WCLIB STANDARD GRADINGAND DRESSING RULES NO. 16, FOR COAST REGION. EACH PIECE OF LUMBER SHALL HAVE AN APPROVED GRADEIDENTIFICATION STAMP. REGARDLESS OF GRADE STAMP OR CERTIFICATION, EACH PIECE OF LUMBER IN PLACE INTHE STRUCTURE SHALL BE OF THE ORIGINAL GRADE SPECIFIED, OR BETTER. GRADE LOSS RESULTING FROMWEATHERING, HANDLING, STORAGE, OR DIVIDING LENGTH, MAY BE CAUSE OF REJECTION.4.ALL EXPOSED NAILS SHALL BE SET FOR PUTTY WITH THE USE OF PROPER SETTING TOOL. WHERE WORKADJOINS OR ABUTS WORK OF OTHERS, A NEAT, TIGHT, PROPERLY SCRIBED JOINT SHALL BE THE RESULT.5. WHEREVER POSSIBLE, NAILS SHALL BE SET IN A MANNER THAT WILL LEAVE THEM UNSEEN IN THE FINAL WORK.EXPOSED NAILS SHALL NOT BE DRIVEN HOME, BUT SHALL BE SET FOR PUTTY WITH THE PROPER SIZED NAIL SET.HAMMER MARKS ON FINISHED SURFACES, SHALL BE A CAUSE FOR REJECTION. WOOD SCREWS SHALL BE USED ONLYWHERE THEY ARE TO BE COVERED MATERIALS AND WHERE THEY WILL REMAIN OUT OF SIGHT IN THE FINISHED WORK.6. EXPOSED WOOD AT EXTERIOR: RESAWN DOUGLAS FIR STAIN GRADE. PRESSER TREATED FOR TERMITES.7. ALL STRUCTURAL PLYWOOD SHALL BE W/ EXTERIOR GLUE INSTALL W/ FACE GRAIN PERPENDICULAR TO JOIST.PRESSER TREATED FOR TERMITES PER HAWAII REGULATIONS.8. FINISH CARPENTRY: QUALITY ASSURANCE, PERFORM FINISH CARPENTRY WORK IN ACCORDANCE WITH A.W.I.STANDARDS, PREMIUM GRADE. USE FULL LENGTH PIECES, MITER ALL JOINTS, SHOULDER JOINT AT DOOR JAMBS, FILL ALLNAIL HOLES AND SAND SMOOTH.9. COUNTER TOPS AND BACKING: 1" D.F. PLYWOOD A.C. FACED AND EXTERIOR GLUE.10. CABINETS: SUBMIT SHOP DRAWINGS FOR REVIEW BY OWNER.11.PLASTIC LAM. COUNTER TOPS, WHERE NOTED, ALL PLASTIC LAMINATE SHALL BE BONDED TO SURFACES WITHCONTACT CEMENT. AT SELF EDGE SURFACES THE FLAT TOP LAYER TO OVERLAP THE VERTICAL SURFACES THEN ROUTEDSMOOTH.12. "ALL" STRUCTURAL BEAMS SHALL BE DF #1.(UNO)13. FINISH CARPENTRY: QUALITY ASSURANCE, PERFORM FINISH CARPENTRY WORK IN ACCORDANCE WITH A.W.I.STANDARDS, PREMIUM GRADE. USE FULL LENGTH PIECES, MITER ALL JOINTS, SHOULDER JOINT AT DOOR JAMBS, FILL ALLNAIL HOLES AND SAND SMOOTH.14.FIXED WOOD MEMBERS SHALL BE INSTALLED PROPERLY LEVEL, STRAIGHT, PLUMB, AND TRUE TO LINEAND DIMENSION OR SIZE INDICATED. MEMBERS SHALL BE NEATLY, SNUGLY AND ACCURATELY SCRIBED INTO PLACE.15. TRIM SHALL BE FIXED IN PLACED IN FULL LENGTHS, WITHOUT PIECING, EXCEPT WHERE USE OF SIGNALLENGTHS WOULD BE IMPRACTICAL. BUTT JOINTS SHALL BE BEVELED. MITER EXTERIOR ANGLES. INTERIOR ANGLES OFMOLDED PARTS SHALL BE COPED.16. DOOR JAMBS SHALL BE SCREWED TO STUDS WITH FINISH SCREWS. DOOR AND WINDOW SIZES SHALL BECHECKED WITH SUPPLIER.17. ALL STRUCTURAL WOOD, PLYWOOD SHEATHING, AND ROOF SHEATHING, IN THIS PROJECT SHALL BE TERMITETREATED PER STATE OF HAWAII REGULATIONS.18.SEPARATE ALL WOOD FROM CONCRETE WITH 15# FELT OR FOAM ROLL SILL SEAL, OR 1" METAL STAND OFF.DIVISION SEVEN: THERMAL & MOISTURE PROTECTION1. ALL PENETRATIONS THRU THE BUILDING ENVELOPE SHALL BE CAULKED OR WEATHER STRIPPED TO STOP AIRLEAKAGE OR WATER PENETRATION.2. ALL EXTERIOR WALLS INSULATE W/ R-13 BATTS, MIN. REQUIRED (UNO).3. ROOF INSULATION W/ R-30 BATTS, MIN. REQUIRED (UNO).4.FLOOR INSULATION WHEN EXPOSED TO OUTSIDE, R-30 BATTS MIN. REQUIRED (UNO).5. ROOFING OPTIONS (SEE EXTERIOR ELEVATIONS AND ROOF PLAN FOR REQUIRED OPTION)A. BUILT UP ROOFING SYSTEM SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS:MANVILLE SPECIFICATION NO.4 GNC CLASS 'A'.ORB.THE SUMMARY OF MATERIALS PER 100 SQ.FT. SHALL BE NOT LESS THAN THE FOLLOWING: GLASS BASE FELT (1 PLY) 27 LBS 12 ASPHALT COATED GLASS FELT (2 PLIES) 24 LBS MINERAL SURFACE CAP SHEET (1 PLY) 72 LBS ASPHALT MOPPING (3 @ 25 LBS) 75 LBS APPROXIMATE WEIGHT PER 100 SQ.FT. 198 LBS ORC.ROOFING SHALL BE CONCRETE INTERLOCKING ROOFING TILES POSSESSING MATCHING RIBBED ORINTERLOCKING VERTICAL SIDE JOINTS THAT RESTRICT LATERAL MOVEMENT AND WATER PENETRATION PLACED OVER 2(TWO) LAYERS OF 40# FELT, PROVIDE SAMPLE TILE FOR OWNER AND ARCHITECT APPROVAL BEFORE CONSTRUCTIONSTARTS. PROVIDE CLASS A-1 ROOF. ORD.ROOFING SHALL BE 20 YEARS FIBERGLAS OR ASPHALT SHINGLES OVER 2 LAYERS OF 40# ASPHALY COATED GLASSFELT, COLOR APPROVED BY OWNER. PROVIDE CLASS A-1 ROOF. PROVIDE A SAMPLE FOR OWNER AND ARCHITECT FORAPPROVAL BEFORE CONSTRUCTION STARTS. ORE.STANDING SEAM METAL ROOF SHALL BE :[A]ALUMINUM- ZINC COATED STEEL COATING, 22 GAGE[B]GALVANIZED STEEL COATING 24 GAGE6.VALLEYS: REINFORCE W/ AN ADDITIONAL PLY OF BASE SHEET 36" WIDE EXTENDING 12" UP INCLINES LAPPING 8"ON ENDS AND SOLID MOPPING OF ASPHALT TO BASE SHEET.7. CANT STRIPS: AT ALL VERTICAL SURFACES THE CONSTRUCTION SHALL FURNISH AND INSTALL A FIBER CANT STRIPW/ A MINIMUM FACE OF 3".8.FURNISH AND INSTALL ALL FLASHING SHEET METAL PITCH POCKETS SUPPERS ETC. NOT SPECIFICALLY DESCRIBEDBUT REQUIRED TO PREVENT PENETRATION OF WATER THROUGH THE SHELL OF THE BUILDING.9.INSTALL SHEET METAL OVER ONE LAYER OF ROOFING FELT.10.SHEET METAL VENTS AND PIPE JACKS 24 GA MINIMUM W/ A 4" MIN. FLANGE GALVANIZED OR COPPER.11.PROVIDE ROOF VENTING, RIDGE VENTS AND EVE VENTS SHALL BE 1/150 OF THE AREA TO BE VENTED.DIVISION EIGHT: WINDOWS AND DOORS1.WORK SHALL BE PERFORMED IN ACCORDANCE WITH REVIEWED SHOP DRAWINGS AND THESE SPECIFICATIONSAND THE STANDARDS AND RECOMMENDATIONS OF THE MANUFACTURER. INSTALLER SHALL BE APPROVED BY THEMANUFACTURER.2.A.WIND LOAD: ALUMINUM WALLS SHALL BE DESIGNED BY THE MANUFACTURER TO WITHSTAND A WINDPRESSURE OF 20 POUNDS PER SQ. FT. WITH MAXIMUM PERMISSIBLE DEFLECTION OF L/175.2.B.WIND LOAD: ALL WINDOW SHALL BE DESIGNED BY THE MANUFACTURER TO WITHSTAND A WIND PRESSURE OF 20POUNDS PER SQ. FT. WITH A MAXIMUM PERMISSIBLE DEFLECTION OF L/175.3.REINFORCING: PROVIDE NECESSARY REINFORCING TO RESIST VERTICAL AND LATERAL FORCES. KEEPREINFORCING WITHIN DIMENSIONS OF ALUMINUM SECTIONS DETAILED.4. SET FRAMES ACCURATELY IN POSITION AND PLUMB, ALIGN, AND BRACE THEM SECURELY UNTIL PERMANENTANCHORS ARE SET. ANCHOR THE BOTTOM OF FRAMES SECURELY TO FLOORS WITH EXPANSION BOLTS OR WITHPOWDER-DRIVEN FASTENERS. BUILD IN OR SECURE WALL ANCHORS TO ADJOINING CONSTRUCTION AS INDICATED ORREQUIRED BY ADJOINING CONSTRUCTION. WHERE REQUIRE CEILING STRUTS OR OTHER OVERHEAD BRACING,ANCHOR SUCH STRUTS SECURELY TO STRUCTURE ABOVE, AS REQUIRED.5. HANG DOORS TO FIT AGAINST STOPS, FREE FROM HINGE BIND, AND WITH UNIFORM CLEARANCE OF 3/32" ATHEADS AND JAMBS. AFTER HANGING, MAKE ALL ADJUSTMENTS AND THEN REMOVE LOCKSET HARDWARE FOR FINISHPAINTING. REINSTALL HARDWARE AFTER FINISH PAINTING.6. ALL EXTERIOR DOORS SHALL HAVE A DEAD BOLT W/ 1" MIN. THROW AND EMBEDMENT OF NOT LESS THAN 5/8".THE HOLDING DEVICE FOR PROJECTING DEADBOLTS SHALL BE SECURED TO JAMB AND WALL FRAMING W/ SCREWS NOTLESS THAN 2 1/2" IN LENGTH.7. SLIDING WINDOWS SHALL HAVE A LOCKING DEVISE AND A DEVICE IN THE UPPER CHANNEL OF THE MOVINGPANEL TO PROHIBIT RAISING AND REMOVING OF THE PANEL IN THE PARTIALLY OPEN OR CLOSED POSITION.8. ALL THE DOORS SHALL BE PAINTED FINISH. FRENCH DOORS SHALL HAVE, LITES AS SHOWN ON PLANS, STAINEDFINISH.9.WINDOW OPTIONS :9.A.PROJECTS THAT DO NOT HAVE AIR CONDITIONING OR HEAT MAY USE SINGLE GLAZED WINDOWS. ALL WINDOWSSHALL BE ALUM. WINDOWS SINGLE GLAZING. ALL WINDOWS SHALL HAVE AUTHENTIC DIVIDED LITES AS SHOWN INELEVATIONS. SHOP DRAWINGS REQ'D FOR REVIEW. REVIEW BY ARCHITECT REQUIRED.9.B.ALL WINDOWS SHALL BE WOOD WINDOWS DOUBLE GLAZING. ALL WINDOWS SHALL HAVE AUTHENTICDIVIDED LITES AS SHOWN IN ELEVATIONS. SHOP DRAWINGS REQUIRED FOR REVIEW. REVIEW BY ARCHITECT REQUIRED.10. ALL HARDWARE (LOCKS, HINGES, ETC.) SHALL HAVE A FINISH APPROVED BY ARCHITECT.11. SKYLIGHTS SHALL BE INSULTED, OF PREMIUM GRADE WITH ALUMINUM FRAME AND REPLACEABLE DUAL PANE GLAZING DOME. SKYLIGHTS SHALL MEET HAWAII ENERGY STANDARDS U-FACTOR LESS THEN 0.7512. DOORS FRAME SHALL BE SCREWED TO STEEL STUDS WITH FINISH SCREWS.13. ALL WINDOWS AND DOORS WITH WINDOWS SHALL MEET THE NEW HAWAII ENERGY STANDARDS AND HAVE A RATING OF EQUAL OR LESS THEN 0.25 SHGC.14.JALOUSIE WINDOWS SHALL MEET INFILTRATION RATE OF LESS THAN 1.2 CFM/SF.DIVISION NINE: FINISHES1. ALL GYP. BD. SHALL BE TAPED TEX. AND PAINTED (UON). USE 1/2" (UNO) W.R. GYP.BD., IN ALL BATHROOMS,LAV'S, POWDER ROOMS, LAUNDRY ROOMS , AND KITCHEN, WALLS AND CEILINGS. USE 1/2" TYPE "X" FIRE RATED GYP.BD. ON ALL GARAGE WALLS OR CEILINGS WHICH HAVE LIVABLE SPACE ON THE OTHER SIDE. USE 5/8" TYPE "X" FIRERATED GYP. BD UNDER ALL ENCLOSED SPACES UNDER STAIRS. USE 1/2" GYP BD. ON ALL OTHER WALLS AND CEILINGS (UON)SEE PLANS. ALL GYP. BD. SHALL BE SCREWED TO STUDS AND JOIST. ALL DRY WALL SHALL BE MADE IN THE U.S.A.2. ALL DRY WALL , WALLS AND CEILINGS SHALL BE HOCK AND TOWEL FINISHED TREATMENT.3. TILE: PROVIDE SAMPLES OF ALL TILE, FOR APPROVAL BY ARCHITECT.4. TILES SHALL BE LAID LEVEL AND TRUE.5. PROVIDE ALL TILE TRIM SHAPES, COVED BASES, BULL-NOSE, ETC. FOR TILE, CUT TILE WITH WET SAW. GROUT LINESSHALL BE ALL THE SAME SIZE MAKE CUTS SO THIS HAPPENS.6. PAINTING: FINISH SHALL BE FREE FROM RUN, DROPS, WAVES, LAPS, BRUSH MARKS AND VARIATIONS IN COLOR.CLEAN ALL PAINT FROM UNWANTED AREAS. DO NOT ALLOW DUST TO FALL ON WET PAINT. CLEAN AND PRIME ALLGALVANIZED METAL TO MATCH. PROVIDE A MINIMUM OF TWO COATS OF ALL PAINTS. ALL EXPOSED WOOD SHALL BEPAINTED. R.S. TRIM AND FASCIA SHALL BE PAINTED W/ ONE COAT OF PAINT BEFORE INSTALLATION. (2ND COAT AFTER).PROVIDE ONE QUART OF UNOPENED PAINT IN EACH COLOR AND TYPE AND LABELED.7.ALL THE INTERIOR CORNERS OF DRYWALL SHALL BE BULL-NOSE 1" RADIUS.8.STUCCO OVER FRAMING SHALL BE ´ WESTERN ONE &2$7µ WITH FIBER GLASS ON MESH SCREWED TO0(7$/678'629(5µ)2$07 *,168/$7,2129(5)(/7678&&26+$//%(3$,17(':,7+(/$67,&/$7(;3$,179.STUCCO OVER MASONRY SHALL BE 1 µ MORTAR WASH TWO COAT NO MASONRY JOINTS SHALL SHOW.STUCCO SHALL BE PAINTED WITH ELASTIC LATEX PAINT.DIVISION TEN: MECHANICAL/ PLUMBING1. PERMANENT VACUUM BREAKERS SHALL BE INCLUDED W/ ALL HOSE BIBBS.2. WHERE PLUMBING PENETRATES THE WALL THE SECTION PASSING THROUGH WALL AND THE FIXTURECONNECTIONS ATTACHED THERETO SHALL BE METAL. PROVIDE SLEEVE FOR ALL PLUMBING PENETRATIONS THROUGHCONCRETE OR MASONRY.3. DOORS AND WINDOWS FULLY WEATHER STRIPPED.4. ALL OPENINGS CAULKED AND SEALED I.E. JOINTS IN WINDOWS, WALL SOLE UTILITY, ETC.5. DOORS AND WINDOWS MEET APPLICABLE ANSI OR HWMA STANDARDS AND ARE TO BE LABELED SO.6.BACK DRAFT OR AUTOMATIC DAMPERS ON EXHAUST FANS REQUIRED.7.WATER HEATER INSULATION R12-16 MIN.8. SHOWER HEADS AND FAUCETS ARE ON C.E.C. APPROVED LIST.9. CONTRACTOR MAY USE SCHEDULE 40 OR 80, TYPE 1, GRADE 1, POLYVINYL CHLORIDE PIPE FOR ALL WASTEAND VENT PIPING WHERE PERMITTED BY LOCAL CODES.10. INSTALL SHUT-OFF GATE VALVES ON ALL EQUIPMENT AND PLUMBING FIXTURE HOT AND COLD WATER SUPPLYLINES.11. ALL WATER PIPING BELOW GRADE SHALL BE TYPE "L" SOFT TEMPER COPPER AND ALL WATER PIPING ABOVEGRADE SHALL BE TYPE "L" HARD TEMPER COPPER. ALL WATER SUPPLY PIPING SHALL BE CONTINUOUS [ WITH OUT JOINTS ]BELOW GRADE, SET IN 2 C.F. OF SAND PER L.F.12.DO NOT USE LEAD SOLDER. USE ONLY AN APPROVED SILVER SOLDER IN ALL PLUMBING.13. NO WATER PIPING SHALL BE UNDER THE HOUSE, PATIOS, LANAI, GARAGE, DRIVEWAY SLABS. IF APPROVEDIN WRITING IN ADVANCE BY ARCHITECT WATER PIPING UNDER SLABS SHALL BE IN SCHEDULE 40 SLEEVE, SET IN 2 C.F. OFSAND PER L.F.14. PLUMBING SHALL COMPLY WITH ALL CHAPTERS OF THE 2018 IRC.15."ALL" PIPES THRU METAL MUST HAVE A ROUND SNAP IN GROMMET INSULATORS [NO EXCEPTIONS]. "ALL"PIPES MAY NOT TOUCH METAL FRAMING, USE INSULATORS [NO EXCEPTIONS].16. INSULATE ALL HOT WATER PIPES.17.PER CHAPTER 17 OF THE HAWAII COUNTY CODE SECTION 1327.0 OF THE 2017 IRC PROVIDE NAME ANDCERTIFICATION OF PROPOSED "CERTIFIED MEDICAL GAS SYSTEM VERIFIER". PRIOR TO FINAL INSPECTION APPROVAL PROVIDEINSPECTION CERTIFICATE UPON INSPECTION FOR DPW PLUMBING RECORDS TO COUNTY OF HAWAII BUILDING DEPARTMENT.DIVISION ELEVEN: ELECTRICAL1. FURNISH AND INSTALL ALL ELECTRICAL WORK TO SHALL COMPLY WITH CHAPTERS 33-42 OF THE 2018 IRC ANDCOMPLY W/ ALL POWER CO. REQUIREMENTS.2. INSTALL TV AND PHONE LINES TO POINTS SHOWN ON PLANS.3. ALL WIRING UNDERGROUND SHALL BE IN SCHEDULE 40 PVC, 24" DEEP MIN.4. ALL ELECTRICAL WIRING SHALL BE COPPER MIN. SIZE #12, ALL CONNECTIONS SHALL BE COPPER.5. ELECTRICAL CONTRACTOR SHALL HOOK UP ALL EQUIPMENT REQUIRED AND APPLIANCES.6. CONTRACTOR SHALL VERIFY SERVICE VOLTAGE/PHASE, ETC. WITH UTILITY COMPANY AND MAKE ALL REQUIREDADJUSTMENT.7. ELECTRICAL CONTRACTOR SHALL CONNECT ALL EQUIPMENT FURNISHED BY OTHERS AS DIRECTED BY OWNER ORARCHITECT.8. PANEL BOARDS SHALL HAVE ALL LOADS BALANCED WITHIN + 10%.9. ALL EXTERIOR LIGHTS SHALL BE 100 WATT INCANDESCENT.10. "ALL" WIRES THRU METAL MUST HAVE A ROUND SNAP IN GROMMET "CADDY ESG " OR APPROVED BY ARCHITECTEQUAL [NO EXCEPTIONS].12. EQUIPMENT WHICH REQUIRES PREVENTIVE MAINTENANCE TO MAINTAIN EFFICIENT OPERATION SHALL BEFURNISHED WITH COMPLETE NECESSARY INFORMATION.13.PENETRATIONS MUST BE CAULKED AND SEALED, SUCH AS AROUND WINDOWS, AT SOLE PLATES, ANDOPENINGS FOR UTILITY PIPES AND WIRES.14.ALL WIRING THROUGH MASONRY OR CONCRETE SHALL BE IN SCHEDULE 40 PVC.15. CEILING FANS SHOWN ON PLANS ARE REQUIRED BY CODE R401.2.116.LIGHTING MUST HAVE 90% OR GRATER HIGH EFFICACY LAMPS R401.1C:\Old Data\Local Disk\Documents and Settings\keith winnie recovery\Local Disk\drawings\JOHNSON KERMIT NEW HOME.dwg, 04/12/24 04:45:35 PM, ARCH expand D (24.00 x 36.00 Inches), 1:48, KEITH A. WINNIE ARCHITECTS INC.
C:\Old Data\Local Disk\Documents and Settings\keith winnie recovery\Local Disk\drawings\JOHNSON KERMIT NEW HOME.dwg, 04/12/24 04:47:29 PM, ARCH expand D (24.00 x 36.00 Inches), 1:60.6147, KEITH A. WINNIE ARCHITECTS INC.
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C:\Old Data\Local Disk\Documents and Settings\keith winnie recovery\Local Disk\drawings\JOHNSON KERMIT NEW HOME.dwg, 04/12/24 04:48:58 PM, ARCH expand D (24.00 x 36.00 Inches), 1:199.827, KEITH A. WINNIE ARCHITECTS INC.
´´´´´´´¶´C:\Old Data\Local Disk\Documents and Settings\keith winnie recovery\Local Disk\drawings\JOHNSON KERMIT NEW HOME.dwg, 04/12/24 04:51:23 PM, ARCH expand D (24.00 x 36.00 Inches), 1:48, KEITH A. WINNIE ARCHITECTS INC.
C:\Old Data\Local Disk\Documents and Settings\keith winnie recovery\Local Disk\drawings\JOHNSON KERMIT NEW HOME.dwg, 04/12/24 04:50:06 PM, ARCH expand D (24.00 x 36.00 Inches), 1:48, KEITH A. WINNIE ARCHITECTS INC.
C:\Old Data\Local Disk\Documents and Settings\keith winnie recovery\Local Disk\drawings\JOHNSON KERMIT NEW HOME.dwg, 04/12/24 04:52:26 PM, ARCH expand D (24.00 x 36.00 Inches), 1:48, KEITH A. WINNIE ARCHITECTS INC.
C:\Old Data\Local Disk\Documents and Settings\keith winnie recovery\Local Disk\drawings\JOHNSON KERMIT NEW HOME.dwg, 04/12/24 04:53:33 PM, ARCH expand D (24.00 x 36.00 Inches), 1:48, KEITH A. WINNIE ARCHITECTS INC.
C:\Old Data\Local Disk\Documents and Settings\keith winnie recovery\Local Disk\drawings\JOHNSON KERMIT NEW HOME.dwg, 04/12/24 04:54:59 PM, ARCH expand D (24.00 x 36.00 Inches), 1:48, KEITH A. WINNIE ARCHITECTS INC.
´´´´¶´´¶´´´¶¶´³´³´´´ ´´´´´ ´´´¶´¶´´C:\Old Data\Local Disk\Documents and Settings\keith winnie recovery\Local Disk\drawings\JOHNSON KERMIT NEW HOME.dwg, 04/12/24 04:56:26 PM, ARCH expand D (24.00 x 36.00 Inches), 1:48, KEITH A. WINNIE ARCHITECTS INC.
C:\Old Data\Local Disk\Documents and Settings\keith winnie recovery\Local Disk\drawings\JOHNSON KERMIT NEW HOME.dwg, 04/12/24 04:57:34 PM, ARCH expand D (24.00 x 36.00 Inches), 1:48, KEITH A. WINNIE ARCHITECTS INC.
C:\Old Data\Local Disk\Documents and Settings\keith winnie recovery\Local Disk\drawings\JOHNSON KERMIT NEW HOME.dwg, 04/12/24 04:58:39 PM, ARCH expand D (24.00 x 36.00 Inches), 1:48, KEITH A. WINNIE ARCHITECTS INC.
C:\Old Data\Local Disk\Documents and Settings\keith winnie recovery\Local Disk\drawings\JOHNSON KERMIT NEW HOME.dwg, 04/12/24 04:59:54 PM, ARCH expand D (24.00 x 36.00 Inches), 1:48, KEITH A. WINNIE ARCHITECTS INC.
C:\Old Data\Local Disk\Documents and Settings\keith winnie recovery\Local Disk\drawings\JOHNSON KERMIT NEW HOME.dwg, 04/12/24 05:05:57 PM, ARCH expand D (24.00 x 36.00 Inches), 1:48, KEITH A. WINNIE ARCHITECTS INC.
C:\Old Data\Local Disk\Documents and Settings\keith winnie recovery\Local Disk\drawings\JOHNSON KERMIT NEW HOME.dwg, 04/12/24 05:06:59 PM, ARCH expand D (24.00 x 36.00 Inches), 1:48, KEITH A. WINNIE ARCHITECTS INC.
)#4#)'&1144#2#612'0+0)#C:\Old Data\Local Disk\Documents and Settings\keith winnie recovery\Local Disk\drawings\JOHNSON KERMIT NEW HOME.dwg, 04/12/24 05:08:36 PM, ARCH expand D (24.00 x 36.00 Inches), 1:48, KEITH A. WINNIE ARCHITECTS INC.
³¶´³C:\Old Data\Local Disk\Documents and Settings\keith winnie recovery\Local Disk\drawings\JOHNSON KERMIT NEW HOME.dwg, 04/12/24 05:09:44 PM, ARCH expand D (24.00 x 36.00 Inches), 1:48, KEITH A. WINNIE ARCHITECTS INC.
C:\Old Data\Local Disk\Documents and Settings\keith winnie recovery\Local Disk\drawings\JOHNSON KERMIT NEW HOME.dwg, 04/12/24 05:10:56 PM, ARCH expand D (24.00 x 36.00 Inches), 1:48, KEITH A. WINNIE ARCHITECTS INC.
C:\Old Data\Local Disk\Documents and Settings\keith winnie recovery\Local Disk\drawings\JOHNSON KERMIT NEW HOME.dwg, 04/12/24 05:01:02 PM, ARCH expand D (24.00 x 36.00 Inches), 1:48, KEITH A. WINNIE ARCHITECTS INC.
C:\Old Data\Local Disk\Documents and Settings\keith winnie recovery\Local Disk\drawings\JOHNSON KERMIT NEW HOME.dwg, 04/12/24 05:02:27 PM, ARCH expand D (24.00 x 36.00 Inches), 1:48, KEITH A. WINNIE ARCHITECTS INC.
´´C:\Old Data\Local Disk\Documents and Settings\keith winnie recovery\Local Disk\drawings\JOHNSON KERMIT NEW HOME.dwg, 04/12/24 05:03:37 PM, ARCH expand D (24.00 x 36.00 Inches), 1:48, KEITH A. WINNIE ARCHITECTS INC.
C:\Old Data\Local Disk\Documents and Settings\keith winnie recovery\Local Disk\drawings\JOHNSON KERMIT NEW HOME.dwg, 04/12/24 05:04:41 PM, ARCH expand D (24.00 x 36.00 Inches), 1:48, KEITH A. WINNIE ARCHITECTS INC.
TO:
FROM:
SUBJECT:
DEPARTMENT OF PUBLIC WORKS
COUNTY OF HAWAII HILO, HAWAII
DATE: October 23, 2024
Zendo Kern, Planning Director
Department of Public Works, Engineering Division�
Special Management Area Use Permit Application (PL-SMA-2024-000065)
Applicant: Kermit Johnson Request: To Construct a Single-Family Residence and Related Improvements
TMK: 1-5-031 :067
We have reviewed the subject request and provide the following comments:
1.The subject parcels are in areas designated as Flood Zone X and VE on the FloodInsurance Rate Map (FIRM) by the Federal Emergency Management Agency (FEMA).•Flood Zone X is an area determined to be outside the 500-year floodplain.•Flood Zone VE is the Special Flood Hazard Area inundated by the 100-year coastalflood (1 % chance of occurring in any given year) with velocity hazard (wave action) with
Base Flood Elevations determined.
2.Any construction within Flood Zones VE shall comply with Chapter 27, Floodplain
Management, of the Hawaii County Code (HCC).
3.All earthwork and grading shall conform to Chapter 10, Erosion and Sediment Control, of the
Hawaii County Code (HCC).
Questions may be referred to Robyn Matsumoto at 961-8924.
County of Hawaii is an Equal Opportunity Provider and Employer
JOSH GREEN, M.D.
GOVERNOR OF HAWAII KE KIA'AINA OKA MOKU'AINA O HAWAl'I
MEMORANDUM
DATE:
TO:
September 26, 2024
Mr. Zendo Kem
STATE OF HAWAII
DEPARTMENT OF HEALTH P.O. BOX916
HILO, HAWAII 96721-0916
Planning Director, County of Hawaii
FROM: Eric Honda District Environmental Health Program Chief
KENNETH S. FINK, M.D, MGA, MPH
DI RECTOR OF HEAL TH KA LUNA HO'OKELE
SUBJECT: Special Management Area Use Permit Application (PL-SMA-2024-000065)
Applicant: Kermit Johnson Request: To Construct a Single-Family Residence and Related Improvements Tax Map Key: (3) 1-5-031:067, Kea'au, Puna, Hawai'i
In most cases, the District Health Office will no longer provide individual comments to agencies or project owners to expedite the land use review and process.
Agencies, project owners, and their agents should apply Depmiment of Health "Standard Comments" regarding land use to their standard project comments in their submittal.
Standard comments can be found on the Land Use Planning Review section of the
Department of Heal th website: https ://heal th.hawaii. gov/ epo/landuse/. Contact information for each Branch/Office is available on that website.
Note: Agencies and project owners are responsible for adhering to all applicable
standard comments and obtaining proper and necessary permits before the
commencement of any work.
General summary comments have been included for your convenience. However, these comments are not all-inclusive and do not substitute for review of and compliance with all applicable standard comments for the various DOH individual programs.
Clean Air Branch
1.All project activities shall comply with the Hawaii Administrative Rules (HAR),
Chapters 11-59 and 11-60.1.
2.Control of Fugitive Dust: You must reasonably control the generation of all
Coastal Zone
Management
Program
Environmental Review
Program
Land Use Commission
Land Use Division
Special Plans Branch
State Transit-Oriented
Development
Statewide Geographic
Information System
Statewide
Sustainability Branch
STATE OF HAWAl'I
OFFICE OF PLANNING
& SUSTAINABLE DEVELOPMENT
235 South Beretania Street, 6th Floor, Honolulu, Hawai'i 96813
Mailing Address: P.O. Box 2359, Honolulu, Hawai'i 96804
Mr. Zendo Kem, Director
Department of Planning County ofHawai'i East Hawaii Office 101 Pauahi Street, Suite 3 Hilo, Hawai'i 96720
Attn: Alex Roy
Dear Mr. Kem:
October 21, 2024
Telephone: (808) 587-2846
Fax: (808) 587-2824
Web: https://planning.hawaii.gov/
DTS2024092513 55NA
Subject: Special Management Area Use Permit Application (PL-SMA-2024-
000065) to Construct a Single-Family Residence and Related Improvements, Kea'au, Puna, Hawai'i; Tax Map Key: (3) 1-5-031: 067
Thank you for the opportunity to provide comments on the Special Management Area (SMA) Use Permit Application (PL-SMA-2024-000065),
transmitted via memorandum dated September 25, 2024, for construction of a
single-family residence, Kea' au, Puna, Hawai' i.
According to the subject SMA Use Permit Application, the proposed single-family residence is a two-story house with related improvements, including four bedrooms, three bathrooms, one powder room, two laundry rooms, one wet
bar, living room, family room, foyer with lift, three car garages, first floor cover lanai, first floor covered entry lanai, second floor covered lanai, and second floor covered balcony, landscaping, septic, driveway, and grading to level lot.
The State Land Use designation of the subject property is Agricultural, and
zoning is Ala. The Federal Emergency Management Agency Flood Insurance
Rate Map (FIRM) identifies the parcel mainly as Flood Zone X, and small portion
of the lot along the shoreline as Flood Zone VE, which is within the 100-year coastal flood range, or 1 % chance of occurring in any given year, with velocity hazard (wave action).
There is no existing shoreline public access from the subject property, and it would be unsafe for public access along the shoreline given the ocean side of the property is cliff.
Mitchell D. Roth Mayor
County of Hawai' i
POLICE DEPARTMENT
Benjamin T. Moszkowicz
Police Chief
Reed K. Mahuna
Deputy Police Chief
October 8, 2024
349 Kapi•oJani Slreet • Hilo. Hawai'i 96720-3998 (808)935-3311 • Fax (808) 961-2389 COH PLANNING DEPTOCT 9 2024 pi,;4:33
REC'D HAND DELIVERED
TO
FROM ��.A 'A SISTANT POLICE CHIEF,
AREA I OPERATIONS BUREAU
SUBJECT: SPECIAL MANAGEMENT AREA USE PERMIT APPLICATION
(PL-SMA-2024-000065)
APPLICANT: KERMIT JOHNSON
REQUEST: TO CONSTRUCT A SINGLE-FAMILY RESIDENCE AND
RELATED IMPROVEMENTS
TAX MAP KEY: (3) 1-5-031:067; KEAAU, PUNA, HAWAI'I
Staff, upon reviewing the provided documents, does not anticipate any
significant impact to traffic and/or public safety concerns.
Thank you for allowing us the opportunity to comment.
If you have any questions, please contact the Puna district commander, Acting
Captain Bryan Tina, at 808-965-2716 or via email at Bryan .Tina@hawaiicounty.gov.
"Hawai'i County is an Equal Opportunity Provider and F::mployer··