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BY REVISIONS <br /> LEGEND NOTES Z� <br /> T.O.W. =TOP OF WALL F.F. =FINISH FLOOR THE CONTRACTORS SHALL VISIT AND INSPECT THE JOB 51TE AND FAMILIARIZE THEMSELVES WITH 51TE CONDITIONS, AND STUDY THESE DOCUMENTS FULLY BEFORE AGREEING TO WORK ON THE PROJECT. Z� <br /> IT 15 THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL JOB SITE MEASUREMENTS AND CONDITIONS FOR CONFORMANCE WITH THESE DOCUMENTS. THEIR AGREEMENT TO WORK ON THE PROJECT CONSTITUTES <br /> B.O.W. =BOTTOM OF WALL B.O.T. =BOTTOM OF TROUGH VERIFICATION, THAT THEY HAVE 50 STUDIED THE 51TE AND THESE DOCUMENTS. SHOULD THE CONTRACTOR FIND ANY ERRORS, OMMISIONS OR DISCREPANCIES IN THESE DOCUMENTS WITH RESPECT TO THE SITE <br /> T.O.F. =TOP OF FENCE F.S. =FINISH SURFACE OBSERVATIONS OR OTHER PORTIONS OF THESE DOCUMENTS, THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT ANY SUCH CONDITIONS. THE CONTRACTOR AND THE ARCHITECT SHALL RESOLVE ALL ERRORS, Z� <br /> OMISSIONS, DISCREPANCIES AND UNCLEAR AREAS ,WHICH MIGHT ALTER THEIR BID DURING CONSTRUCTION, PRIOR TO COMMENCING THAT PORTION OF THE WORK. <br /> T.O.G. =TOP OF CURB G.O. =GLEAN OUT 1. 51TE COMPACTION: 2. ELECTRICAL SERVICE: 5. TERMITE TREATMENT: <br /> T.O.S. =TOP OF SLAB Y.D. =YARD DRAIN GOMPAGTION SHALL BE ACGOMPL15HED BY THE USE OF POWER ROLLERS, GENERAL CONTRACTOR and ELECTRICAL 5UB-GONTRATOR ALL LUMBER TO BE TERMITE PROTECTED FOR (5) YEARS A5 Z� <br /> E.O.P. =EDGE OF PAVEMENT A.D. =AREA DRAIN MACHINE TAMPERS, OR OTHER; SOIL SHALL BE M015TENED OR ALLOWED SHALL VISIT THE 51TE and REVIEW THE PLANS WITH HELLO WELL AS GROUND UNDER 5TRUGTURE5. PROVIDE CERTIFICATE <br /> TO DRY TO THE CORRECT M015TURE CONTENT BEFORE COMPACTION. DO TO DETERMINE THAT HELLO HAS ADEQUATE POWER FOR HOUSE FROM A CERTIFIED PEST CONTROL COMPANY. <br /> E.G. =EXISTING GRADE =EXISTING GRADE LINE NOT DEP051T ANY FILL ON EARTH THAT 15 MUDDY. ALL GOMPAGTION SHALL AS DESIGNED ON SERVICE DATA. 4. PLUMBING <br /> F.G. =FINISH GRADE =FINISH GRADE LINE BE a5% OF MAXIMUM DENSITY, UNLE55 NOTED OTHERWISE. PLUMBING CONTRACTOR TO PROVIDE ALL CHECK VALVE5 AS REQUIRED. <br /> GROUP ALL PLUMBING VENTS and PIPES TOGETHER. <br /> RD p p,G OF <br /> LINE FOLLOWS 5����` I <br /> SHORE LINE I <br /> pR®p�RTY <br /> EXISTING <br /> I <br /> I <br /> � I <br /> z I <br /> I z <br /> I � <br /> w <br /> � I <br /> z 1 <br /> I � <br /> Yp�RD x <br /> PROJECT 4T4 <br /> I <br /> I SINGLE FAMILY RESIDENCE FOR: <br /> I OWNER: �Ip <br /> I S I RL I N,FRANK <br /> SET�AGK �IN� I MAILING ADDRF-55: <br /> GK LINE SHORB�IN I 51TE <br /> VULCAN WAY <br /> I RD �UILI�ING S�T�P` J RIGHMOND, BG V6V IK4, GANADA <br /> I N� R J s E ADDRESS: <br /> 6Q 8 <br /> GQU o o s I -182 PUAKO BEACH DRIVE <br /> 40 0 0 KAMUELA, HI 016743 <br /> - I I TAX MAP KEY: <br /> TAX MAP KEY: 6-q-006: 025 <br /> J POO JURISDICTION: <br /> HAWAII COUNTY, HAWAII <br /> ZONING: <br /> RESIDENTIAL (R5-10) II <br /> I I PROSI�GLED <br /> COV�RED FAMILY DWELLING <br /> I I FLOOD ZONE: <br /> LANAII SP 1 6-0 HIGH FENG ZONE "AE/VE" II <br /> I I I of <br /> I GODS COMPLIANCE: <br /> I I I RG 2006 <br /> POOL/SPA EQUIPMENT 1-01 BG 201 a <br /> w UPC 2014 <br /> I°� I Lu 1 0 I EG <br /> NEC, 2017 <br /> G 2018 <br /> I I z FLOOR LIVE LOAD: 40 P5F <br /> -----------------------------------------}--------------------- :_:.:I� z Q ROOF LIVE LOAD: 20 PSF <br /> BEDROOIM WING I ;; — ,r SEISMIC ZONE: D <br /> I ID I COVERED CIDm I o w WIND(SEISMIC DESIGN CATEGORY) <br /> LOADS: 105 MPH (BASIC) WIND SPEED <br /> 26 -6 BUILDING HEIGHT I I V 110 MPH (EFFEGTI VE) WIND SPEED <br /> 10 -2 I� I l LANAI <br /> FOR COMPONENTS AND CLADDING <br /> 0 — — II z <br /> I 11L iL <br /> — O w EXPOSURE G <br /> p OCCUPANCY: R-3 <br /> _ K CONSTRUCTION TYPE: V-B <br /> O I - - I AREA CALCULATIONS: <br /> a <br /> AG UNIT I oo • LIVING AREAS: ` <br /> o ---- - ----- ----- p o0 o MAIN LIVING: 2,063 5F <br /> I— — — — I ---- �D BEDROOM WING: a60 5F <br /> RESIDENCE OU1�D00 1 TOTAL LIVING AREA: 5,025 SF <br /> SH WER I AGGESSORY AREAS: <br /> cs�l I o 6 -0 HIGH GRM COVERED LANAI 373 5F II <br /> d u u o LAVA WALL COVERED LANAI'S (BEDROOM WING) 520 SF <br /> t- o 171 <br /> � (2) 2-GAR GARAGES 1,2501 5F <br /> ZI I I TOTAL ACCESSORY AREA: 1,952 SF <br /> I .. ° 75 SF <br /> FOOTPRINT): <br /> ° I 20'-0" BUILDING HEIGHT TOTAL AREA UNDER ROOF 4,g <br /> 0 ° - LOT AREA: (0.3765 ACRES) 16,401 5F <br /> I _ <br /> ENTRY ° <br /> OUTDO [01 <br /> 1 <br /> R O <br /> ONE II J MqR� <br /> 6-0" HIGH FENCE <br /> LICENSED <br /> TRASH <br /> I t- 10 _2 <br /> I I It ARCHITECT <br /> AR 15187 <br /> IDI <br /> II I 2-CAR GARAGE <br /> I <br /> I _ <br /> to.-2 I 2 CAR GARAGE <br /> THIS WORK WAS PREPARED BY ME <br /> I o OR UNDER MY SUPERVISION and <br /> I I CONSTRUCTION OF THIS PROJECT <br /> o <br /> AG UNITS WILL BE UNDER MY OBSERVATION. <br /> Qj <br /> PROPANE TANKS I —� 2O'-0" GOUNON��YARD B ILDINC� sETBAG LINE 4 <br /> Signature Expires <br /> J \ 0 <br /> 0 01WEIGANG <br /> ELECTRICAL METER/MAIN �� `� DRIVEWAY o 1 <br /> PgOFO D INS SYSTEM MAaVICK <br /> DRIVEWAY LOCATION DE51ON and <br /> `�1NSTAj_,LATION PER STATE &, A%0CRTB <br /> -COUNTY REGULATIONS 0 <br /> 14-6 BUILDING HEIGHT and REQUIREMENTS. PR. 8'-O" WIDE X 1 <br /> Dls X 6 O HIGH GATES DESIGN PLANNING <br /> ' p�aa GH GATES RE5 DENT AL GOMMERG AL <br /> a _ <br /> _ _ — — — — PROPERTY LINE 15-221 HUALALAI ROAD <br /> — — — — KA I LUA-KONA,H I. 116140 <br /> TELEPHONE:(505) 521-5155 <br /> www.We i�an�Marvick.com <br /> z <br /> PUAKO ROAD 6-0" HIGH GRM <br /> LAVA WALL <br /> Q s. <br /> 6-0" HIGH GRM <br /> LAVA WALL o <br /> SITE PLAN ( NEW) a <br /> > w <br /> SCALE: I/8"=I'-O" � �� 0 DATE Oct. 10, 2022 <br /> oll <br /> Fi'ogure Q Op <br /> 2 <br /> cn <br /> TITLE SHEET 4 SITE FLAN <br />