Loading...
HomeMy WebLinkAbout2025-06-20 PL-BOA-2025-000121 Record on Appeal DeVera, Ashley From: Lactaoen, Kawehilani S Sent: Friday, June 20, 2025 9:22 AM To: Planning Board of Appeals Cc: Claudia Rohr; richard.standke@gmail.com; Azevedo, Neil; Spielman, Aaron; SalasFerguson, Sinclair; Wan, Sylvia A; Holzman-Escareno, Juliana; Sonomura, Julann; Agustin, Noah; fraukepi5@gmail.com Subject: Claudia Rohr v. County of Hawaii Dept of Public Works (PL-BOA-2025-000121) Attachments: Record on Appeal.pdf Aloha Please find attached Record on Appeal for further processing. Mu/a y&with /llegha O G. factzeevv ?egal 7echvticiavvI to Ginclain,Galas,-9encitoe+2, Veputyi Csvzpsvzation,C.ounoel V emeta,CG, fametti, tleputyi Csvzpsvzation,counoe1 /,eavvle. Campbell, Vetzutp Csvzpsvzation,Counael NLuznak E. 67.ckee, tletzutyi Csvzps'tatievv Counael Caunt[p otyKaufa( v (Vice o.the Cep Counael 101 llumini,5t., Suite 325 -Kilo, -Kawau'i 96720 Phone:(808)961-8251 9a (808)961-8622 Email:Kauwehilanig.factaoell&hawaiicountip.amk Conlidenticdityi f2otice: 7hi e-mail message, includMg amp , isl64g4 the ao-le use o15 the intended zecipient(a)and ma*contain,confidential and/o-vivzivilc,ciect inpyanation,. /lvup zeview, uae, diacloacute, 6,4, diabubutio#v by unintended zecipienta is‘trughibilect.It you ane net the intended zecipient,please contact the aendely byi zepl p e-mail and deatw p all copiea 6215,the oniginat message. Thank yew. 1 RENEE N,C, SCHOEN 5936 Corporation Counsel SINCLAIR SAL 9398 Deputy Corporation Counsel Office of the Corporation Counsel County of Ilawai 101 Aupuni Street, Suite 325 Hilo, Hawaii 96720 Telephone: (808) 96 I-8251 Facsimile: (808) 961 8622 1;1.11c.a.;r.sa.as. rgu,sollilirhoo,v1Litiel.,cnoy,go,/ Attorneys for Appellee, DEPARTMENT OF PUBLIC WORKS, COUNTY OF 11 IAWAPI BEFORE THE BOARD OF APPEALS COUNTY OF HAWAH STATE OF HAWAII CLAUDIA ROHR, CASE NO.: PL.-I:OA-2025-0000121 Appellant, vs. RECORD ON APPEAL; CERTIFICATE OF SERVICE DEPARTMENT OF PUBLIC WORKS, COUNTY OF HAWAP Appellee, and RICHARD ,STANDKE, DEBORAH STANDKE, Land OWIters. RECORD ON APPEAL Appellee DEPARTMENT OF PUBLIC WORKS, COUNTY OF HAWAII ("Public Works"), by and through its attorney, Sinclair Salas-Ferguson, Deputy Corporation Counsel, hereby ,submits Public Works' record on appeal for the above-captioned matter. A. RECORD ON APPEAL Pursuant to Board of Appeals Rules 3-13(h) and 1 3(21), the following documents are directly related to the decision that is being appealed: 1. This Property Owner Declaration Form was submitted on December 17, 2024, along with the application for building permit PW,B2024-0051123: the Declaration states that ichard Standke and Deborah Standke (collectively “Standke") are the owners of -FMK (3)-2-2018-013, 2, The drawings and plans submitted by Standke as part of their application for building permit PW,B2024-005123 ("Project"), This document shows that on January 13, 2025, the Planning Department determined the Project to be exempt from any further Special Management Alrea requirements. 3. This is Planning Department's Short Form Assessment/Exemption Determination for Non-Shoreline Parcels for the Project, which shows that on January 13, 2025, the Planning Department detei Mined the Project to be exempt from any further Special Management Area requirements. 4. 'fhis is the lIroject Declaration for the Project, where Richard Standke certifies that the Project is "Owner-Builder." This document was submitted to Public Works on April 1, 2025. 5. A copy of building permit PW.B2024-1005123, which was issued to Standke on April 1, 2025. NEIL AZEVEDO, Acting Director, Department of Public Works, County of Hawaii. Appellee By: /s/ Sinclair Salas-Feruson SINCLAIR SALAS-FERGUSON Deputy Corporation Counsel Attorney for Public Works v3 2/16/2022 • 44.4 igintrit Of Atrium DEPARTMENT OF PUBLIC WORKS PROPERTY OWNER DECLARATION FORM INSTRUCTIONS COMPLETE THE SECTIONS BELOW. AN EMAIL ADDRESS IS REQUIRED FOR ALL CONTACTS ALL COMMUNICATION REGARDING YOUR APPLICATION WILL BE EMAILED, LOCATION INFOR TION (VERIFY AT: www.hawaUpcperty.ax :orr/s*aich..htr!n PARCEL.NUMBER 3-2-1 018-013 LOCATION ADDRESS ,t,ttOeoe Street Hilo HI PROPERTY OWNER 11"\41 ORMATION (Owner contact in for »ation i required) (VERIFY AT: www.haway vprovi tytoix corniscarch IF PROPERTY OWNER(S)NAMED BELOW DOES/DO NOT MATCH THE COUNTY'S REAL PROPERTY TAX OFFICE RECORD, PLEASE SUBMIT A COPY OF THE CURRENT OWNER'S PROOF OF OWNERSHIP. OWNER NAME Richard M Standke MAILING ADDRESS PHONE NUMBER EMAIL 11111MMIME OWNER NAME Deborah A P Standke MAILING ADDRESS PHONE NUMBER EMAIL OWNER NAME MAILING ADDRESS PHONE NUMBER EMAIL LESSEE/TENANT NF RMA1II'N LESSEE/TENANT NAME A MAILING ADDRESS PHONE NUMBER EMAIL LESSEE/TENANT NAME MAILING ADDRESS PHONE NUMBER EMAIL Document 1 - Pg 1 of 2 Hawai'i County is an equal opportunity provider and employer I. I EP T ENT OF PUBLIC 'S ADDITIONAL CO0 ,TACT INFOR0 ",0 0 I ILII,,on° AGENT NA E _ AILING ADDRESS .... PHONE NU BER E AIL AGENTNA E _�.rr.�,.����� .� e� .. � ........�.�. ....�. ................ _� AILING ADDRESS PHONENU BER._w................. �_ ........ ....�....._�..... ...�,,�...._____� E AIL I hereby certify that I am the owner of the property listed above and all information provided is accurate and complete.I understand that all contacts listed above will receive communication regarding my permit application and plans. CHECK THE BOX IF tir PROPERTY OWNER INFORMATION ABOVE MATCHES RPT'S DATA. If no,proof of ownership is Richard Standke/Deborah Standke required.Verify at: �.. PROPERTY (PRINT)OWNER imm ° �aa �I��: ��wu :�aa:�m xccffirn ..� .. 2-04-2024 PROPERTY OWNER(SIGNATURE) Date Document 1 - Pg 2 of 2 Hawai`i County is an equal opportunity provider and employer .',. di 11 IHir11,1111 lit Frolit 11!1 !I it 1 wail ti i if, il II ut ill 1 ,4 l 1 't l I i 1 ll l 111,11,111itgaull III 01 til 1 th,, I, ' F,;,.. !,' . 1 ,,,a,„ ., 0,ii rii,4 lallA Iglu li 1 ili 1,,,,IRILI I gill-tik IF 1,9 i 1)111: p;ItliN ir will, /,,m1,7 ti I 111141 , 11 41 11 , i i ' 1 i 1 i, la' 1 1 ,g . f , 11 l,,L 1 i a !'„ 1,, ,,, 1411 Ibil 1 I I i 1,111i il 1 I 1.11 ii Vg"I' 11 11111 IMI1 1r: i aai''':777:77-0,. I lb / idl m I iltil,F,t,1P i i t 11 1 11,i11113 1111 .,. -,-„„, „, f. A 17 - r ,!..:,. ag•a,> ,,',), , . a'a 111- .g ,:•-••,:. :1,, 1,, 1,S. j....x 1,r. t Fit .';, 4," ll 'r•f. ,,,,, ,„,,u ,p ,,i,,, ,,,,,,,, r,ga'aaa7,• .,,,,13„,4,::,.,„,„..ia„„k ...,,,..„...„..r.„,„ 11 3i a 1 ; I''' I 1i, x.11 h'''',';,F i'-', ' ' ' ''".' a 'a,'a,,••.', a" ''',,1 ".p 11:1 01 'a''';',.‘..,`'Z c''',',k '> dri ,E.,;1;.:77."'";,,ilr''''''''' ,,....l." 11 II Ulll 'qq ' i', II i'll' '1',1,111' r.. H , v 3 I .11 F R. ll 'i .,1, ii 1 ,i i i i;;..1! ,3 I. .'1 ,,,o' 1 1r, 1,,: —..,t,' ,, ,, , ,..,,,111 1 ,, 1 :,, i' '''t .." ' 1 g "' -"' d. „. 1 9 11!°' '• 'lltail g,la 6' it '1 .,,,E.'111,1ittif13311j1 11111,1„, '11 73 ,* ifi1 111 .10,111011i, if3..1 11 ggv VI 03 1 1 #gi III 1.VP T, V V V g'g ggg i!g 1 1(:r I i ifa,cao,nr,?Na 5"11AlillIllIE . '‘.1, 0 ....1 ' ., • I .9..: '" - ., . 1,7,,, 1 4 ,,,„4.,,,- 1, , ...,.. ,,,. ............... .......................„ i DOCUMENT 2 - PG 1 OF 15 .7„.,...d.,7!„z„,z,..1.,,,,,...„,............................... ! .,. 10 i F 4 . . . Fg. ',.,.. l'''''''""""t. '''''''''''" t• T '‘‘,„, •„.',,,,„ '.d '1 1 , .:,............... , r' lc, ji io d Irillo , 33, . g333 g g1 3......................................................... 1 ....; , III' 115,Itillii „I: 6: I„ILI„II,III .. 3g 1 "33 If 1,I;1,14 ,., 31,1 IN,,,vg „! Iti ill .3 • .1 1 ; '"" 1 1 Ilk „-„,........„.„-- . e f 144 Fnlr, r,,iiiiri ,0,10. oil 1 5 :55101,!!!!!!""'"'"'"'"'"'"°, " .L.,,, I ..............,.. .........,..... 11 III;INI I'IIII„dID ,................. q'r, ggili ,1„.n-4 R004.0.,NR0 04.s LA!!!!!um,k 1„III: IIIIIi. I IIII DOCUMENT 2 - PG 2 OF 15 ....,. i=-f- kz..,-,...7 7:4' k 10,777Paapt =111 It1 c, t„. 100, ir F1 I ;'11 i t i r0. Itt t 4. 00'.00 -----4"" : ..... ,,,, „,..7-1-:„ -r . :- .. ,, , ,,,z. , , '..1— 1 ,,,, / \ 11 ..„, w ,,..7 .,Ir.,.0,00041 i 4, c.../..— „, r ., ,.. .„ ... „..„ . \ r1t,,a7,h, g. ..,..., 1:4 -- . I , \„, 11 e. 000 141 //1-31 0 401 0, ft/t11 ,, r / P/ /";''' / '''' 6, „._,,,,,Iii,. 1 \ \ '.'" / ---------- 7.,_ /, \'',/ A , 1.1\ F ,F.„„„„_..,F,FF., , 1 \ TI F,F, i 0t/ r,' ,..,72 / ... /),.., , \ -9..,:, b /I / / ( / \ - ...,. / .,..,,. ', • ? .... { , ,. .i 'j , ,.. / d I! ' i'/j / / ,-- V f?I eft0„: \ _9949 4,4 ,., , 9 J. . 5, IN co l, % '1131, MPPi lc WO pt121;,,., IP i ,iiivg ,,,I q1,1 i ,p14 2 ;*AM.I 4t1 At i UNDO ,4 44 03 rot vom;40/44,,° RICHARD M S' '' r/ x% DOCUMENT 2 - PG 3 OF 15 II "-in ff 575 5 f t if.1r if If vi,'fit: 1 k Of"rf"V tVII[rt" 55"tf rii 55 „5/T00t „ ttn k tk'ntt .00 .0" t rkrt t , .0'nr n° 000 000, r-- :1111::,,,1,'s 1"11, .1%1111., il •,,!,Hi,:!, ; ?.,1',: 11t!4 1.' ' '!': '1 a t i "tat Its, tat"' 1 tat laa aal I ,„,, xt i If ff f !'1 "tntnn010 f IF r 000 00t trt k „00.t 00000!' i t,000k1 rt 0.,F. 0t-; 00! .0'..ttt, s 000 i t kt tf.0?.. II' 00'00 000 'tkr ttitt' : k att. 't III tva'It — i at X " V"' "tit t I at ',tat t.t aIa V It tta „ , t I 1 I ' ' '' tat VI ,ff ffvffvfittfirtiffvf, ,,, , if:Et/ , , 5 f rf V„„,„frforvf Ififf'Irrrir fi,V : „ v , vt Iv 1 iIffroirrIffif,5 5r r 5 I r v, ,, taa rat 'It i 'J ,I t :;ItatiaalItIitIM ait ; '', ,Ilta"I a II/ a IV a at .tat ,a"t ,aaa „"tt „a'a tt. attItt:IIIIiiitaittat „/ at 11 ,rat 1 KaI VI vii 'vir'rtftlt trill I frttrirrif fI,Iff frrriv :f ti,:vr '\. 1, IN V DTOM 111I,, i 12 ' .74,14 ull., oklllpllphi ,000l002,14,„r„. UM ' ", 'k S 11' (1 i 14 / 91 1'"1 11#/011/R ill Pi 11 t,11,1110 i " " 101 f' •11 '11 i"1 1111 111 1 dr 0i'f:11 ri fIll 1 rrir: r ry vififvf.-50 : IIII.,,"4— , ktn000000A °,00000°030 I fp1170. nt ti0, 0.00t,rrkt00030000 1 I/1 11 141. tl fi0.0 0t,041 10 kl 0. 0 0 0 t n0.3 0 on in no; 0,01 f rt 10 10N ... lin li ,r.01 00 0,t,, 00 tr , 003.00-00000—00'0 r 0000 000 tt 3 00,00 30000 . rt rkt 11 ,„kn._ , n ,,.; ii ita at' 1 Rq ! tpliii !V!illi r„1.44V,4111!! 7!'ll '''4„,„, , to„„ „ .„,\H „1„; 'ill l'y •14„,i,i111 1111 \ !!!!!!!!„ -!„!!!" ! - l' !!!!!,!!„,5!„.1,!!„! , aattatatatataxataatatat ao a ., a a4ataa IIIIi ' , Ita 1jf ;1i 151.51$115)111 115 111111 11i, 1111, 1:111(''''' 0 hll h:;0,,,, hch Illh,LIll OD „ AIFO 110. 1(100:0 NI lliil,I ri, q001ii u'lli'll, 11 0 'Ill:, 1100, „„— _ , 1101C11-11,ARCHIA S"11"kNIUKE ,';,111‘s1, „,.,„, .11. ' 1 '4'111141117m 11,1111i1;110111r12/ ' ", 1 [ 1 DOCUMENT _2PG 4 OF 15 1 , 11411; i 'Ili Ili illp 111111(i I .fil il r 1111111 1111 IP 11111 11111111 1g 1 1 ow . Id rd.. „,„ h Iprt, I di !I . Will 1 ) st r dig 11 11 li Mr I art P 1 lir hi' if 11 ill NI 1 I to Ri 44 / i .. . F: Cia ills 410 K a 0 FP ffilltill I 1-,F ill IN ,a,ndt,, st !I huili , icor , th.,v , Iti 16 III 11 III 1°41 li 1 am, , II! I 1,1 wll, I 1 .. . t a '4 /e al 41111 1 111 4 117P •°ILI 4 %lot i 2 3 2 2 P v 1 i II1F IIP Mai "1 r ° 11 li 11 li 11 11111i 111 111 Hi II Ili i i ii 1 1., ti IF ia . f 11 I it' t I: It 111 It It Tit VI v1 !It It t .; 1 w P II 41111 II 51 2 11 pit ,A 1 1 . al faw ii.111 OR a i a, a , II It I 111 rii iplif ,I di ID if ts. III ,k 11 L 'I 11 1111 11 11, 111 il ila ii1 1 4 I I ri 11 11 .11 1 k ill il 1 II It 11 11 at' 1 ° III If 0 3 i 4 1 1 It 'PO .1 I 1 1 II . ' L I Ili LI II Ili i 1111 , 1 II 5 2 25I If II i III ti 1. 1 ! I ILii 1?,,IN rz II, elk . 1 1 i IN 1. 01 r r Ft 41 11 11. a 1 V "A ,. i, . . 2 , tiall !Ti HIV Illiii 111 li I:TAI il il 41 11 1 11 Ili! ' - II tot 1 ,ii? n "' d41411ire Vt qi 1 IRO pi II r3101 it wit it I i tti 1 14; 41111'111 I li: Itl iii3h 11 il b f i il To lir: 1 fi- 11w 014 11 411111 1 f ii i 1 11 11 i1a - 1 ilir .111$ 1 1 1 I 1! till ; ,i, . . 1,1 .. I. Al , 2 i ILO 1I i i diii 1 3 11 il 111 II ith 3 Of gilt IR 1 1 t 1 1/ 14 It' Talt If 1 111 ' h 1 VI ,t1 rit, , i . . iltit It kb 1. ittl al , lil 111 .1 1'11 PI if 1 1 v• ut li ' all 14 ak 1 I 1 iif 11 il C4: iY, 2 g.i, '1D-: E, .. _ x I J't,',',',ALu,,, , 0 .... . C) .... DOCIAVIENPG 5 -OF 1 5 ......._ 1211. 8:41 AM al• :blank A A all radii , Calculator roje e • o Builder/Designer STACY OJANO/ ROBERT SMELKER. Home/Building Plan Name RICHARD M STANDKE Development Address TMK: (3)2-1-018:013 Code BASED ON 2018 IRC SDC(Seismic Design Category) D2 Wind Speed <= 125 mph Wind •.sure Category EXPOSURE D Total Number of Stories 2 STORY p II Cripple Wall NO Mean Roof Height less than 30 ft YES Des'Oner Responsibilities: • Check irregularitO.s per 1R.0 sectbn R301.2.2.6 • Confirm bad path to foundatbn per IRC sectbn R403.1.6 8 Design foundatbns per IRC sectbn R403.1 ® 1ncbde interbr braced wall ine foundatbns per IRC Sectbn R602.11 • Deskgn cripple walb in one of two ways o Redesignate as the first story and use the calculator O. S4f o Design by hand per IRC Sectbn R602.10.10. THIS WORK ;I: •REPARED BY ME r OR UNDE' ,Ar SUPERVISION AND patorICEEss- iD CONST 4 jr i/ra N OF THIS PROJECT toyEG.T * WILL Br74TER MY OBSERVATION. STORY 1 STORY 2 A B A 14 xplres: 4/30/2026 DOCUMENT 2 - PG 6 OF 15 12/10124,8:441 AM a •ithlank P;1 ALL LINE ELEVATION VIE`'' P . : 4 51 ; I it I) 1° i IIr Bi B2 'Total Wall Line Length: 12' 01 WALL LINE PLAN VIEW B1 B2 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 1st Story A PF-H 1.29 11.29 1.05 6.93 11.29 8 Non Compliant Furthest Distance to Adjacent BWL 20' 0" Stone or Masonry Veneer Omitted Roof Eave to Ridge Height 5 feet Wall Dead Load > 8 psf but <= 15 psf Wall Line Length 12' 0" Roof/Ceiling Dead Loads 20 psf Gypsum Included Blocking Included Adjacent Wall Line Wail Story Bracing Segment Opening Qualified Nails Tension Hold Down Segment Height Height Method Length Height Segment Tie B1 8' 9' PF-H 2' 0" 7' 0" 4 3"/3" grid DR 3,500 B2 8' 9' PF-H 2' 0" 7' 0" 4 3"/3" grid DR 3,500 Include proper PF or ABW details on the plans. If a PF-HD is used, and a second PF-HD is not included on the other side of an opening, the side with no PF-HD needs to show the detail for a min. 1,000Ib HD to restrain the post on that side. (:blank 2/10 DOCUMENT 2 - PG 7 OF 15 12/16/24.8.A1 AM a iut:blank ALL LIINE IFLEVA..I"ION VIE ,,, ,l l • ! 2,4 ' 512 1 r 1 , x,1 B1 B2 1Total Wall Line Length: 12' 0" WALL LINE PLAN VIEW B1 82 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 1st Story B PF-H 1.36 11.9 1.05 6.93 11.9 8 Non Compliant Furthest Distance to Adjacent BWL 20' 0" Stone or Masonry Veneer Omitted Roof Eave to Ridge Height 5 feet Wail Dead Load > 8 psf but <= 15 psf Wall Line Length 12' 0" Roof/Ceiling Dead Loads 20 psf Gypsum Included Blocking Included Wall Line Wall Story Bracing Segment Adjacent Qualified Tension Segment Height Height Method Length Opening Segment Nails Tie Hold Down g g g g Height g B1 8' 9' PF-H 2' 0" 7' 0" 4 373" grid DR 3,500 B2 8' 9' PF-H 2' 0" 7' 0" 4 3"/3" grid DR 3,500 Include proper PF or ABW details on the plans. If a PF-HD is used, and a second PF-HD is not included on the other side of an opening, the side with no PF-HD needs to show the detail for a rain. 1,000lb HD to restrain the post on that side. a„ ,:blank DOCUMENT 2 - PG 8 OF 15 311 12/16/24,8:41 . a.. :blank ALL LINE ELEVATION VIEW pw,, 2. 11.'112 ..u,11 ......m om, 51 23 1 , 4 Si B2 83 ITotalikall Line Length: 20 0" WALL LINE PLAN VIEW Bi 82 B3 Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Story Line Method Factors Amount Factors Amount Bracing Bracing Status 1st Story 1 PF-H 1.29 7.16 1.05 11.55 11.55 12 Compliant Furthest Distance to Adjacent BWL 12' 0" Stone or Masonry Veneer Omitted Roof Eave to Ridge Height 5 feet Wall Dead Load > 8 psf but <= 15 psf Wail Line Length 20' OH Roof/Ceiling Dead Loads 20 psf Gypsum Included Blocking Included Adjacent Wall Line Wail Story Bracing Segment Qualified T n ensio Opening Nails Hold Down Segment Height Height Method Length Segment Tie Height B1 8' 9' PF-H 2' 0" 7' 0" 4 3"/3" grid DR 3,500 82 8' 9' PF-H 2' 0" 7' 0" 4 3"/3" grid DR 3,500 B3 8' 9' PF-H 2' 0" 7' 0" 4 3"/3" grid DR 3,500 Include proper PF or ABW details on the plans. If a PF-HD is used, and a second PF-HD Is not Included on the other side of an opening, the side with no PF-HD needs to show the detail for a min. 1,000lb HD to restrain the post on that side. a.. :blank DOCUMENT 2 - PG 9 OF 15 co 12/18124,8:41 AM about:blank WALL LINE ELEVATIONP VIEW 1 ��w 11 1, ,,l Bi B2 B3 I Total wall Line Length: 20' 0" I WALL LINE PLAN VIEW Bi B2 B3 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 1st Story 2 PF-H 1.29 7.16 1.05 11.55 11.55 12 Compliant Furthest Distance to Adjacent BWL 12' 0" Stone or Masonry Veneer Omitted Roof Ease to Ridge Height 5 feet Wall Dead Load > 8 psf but C= 15 psf Wall Line Length 20' 0" Roof/Ceiling Dead Loads 20 psf Gypsum Included Blocking Included Adjacent Wall Line Wall Story Bracing Segment opening Qualified Nails Tension Hold Down Segment Height Height Method Length Height Segment Tie B1 8' 9' PF-H 2' 0" 7' 0" 4 3"/3" grid DR 3,500 B2 8' 9' PF-H 2' 0" 7' 0" 4 3"/3" grid DR 3,500 B3 8' 9' PF-H 2' 0" 7' 0" 4 3"/3" grid DR 3,500 Include proper PF or ABW details on the plans. If a PF-HD is used, and a second PF-HD is not included on the other side of an opening, the side with no PF-HD needs to show the detail for a min. 1,000lb HD to restrain the post on that side. ;-:Wank DOCUMENT 2 - PG 10 OF 15 „O 12/15124,;:41AM a+•astliank ALL LINE ELEVATION VIE " .B20 4-0051 3 Bi B2 Total Wall Line Length: 12' °PI WALL LINE PLAN VIEW B1 B2 Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Story Line Method Factors Amount Factors Amount Bracing Bracing Status 2nd Story A PF-H 1.05 4.73 1.05 3.15 4.73 8 Compliant Furthest Distance to Adjacent BWL 20' 0" Stone or Masonry Veneer Omitted Roof Eave to Ridge Height 5 feet Wall Dead Load > 8 psf but <= 15 psf Wall Line Length 12' 0" Roof/Ceiling Dead Loads 20 psf Gypsum Included Blocking Included Wall Line Wall Story Bracing Segment Adjacentg Qualified Nails Tension Hold Down Segment Height Height Method Length Height Segment Tie B1 9' 10' PF-H 2' 0" 8' 0" 4 3"/3" grid DR 3,500 B2 9' 10' PF-H 2' 0" 8' 0" 4 373" grid DR 3,500 Include proper PF or ABW details on the plans. If a PF-HD is used, and a second PF-HD is not included on the other side of an opening, the side with no PF-HD needs to show the detail for a rrin. 1,000lb HD to restrain the post on that side. DOCUMENT 2 - PG 11 OF 15 a,. :blank 12/16124,8:41 AM about:blank WALL LINE ELEVATION VIEW I A, I ,lir II 1 f B1 B2 Frota1.16taILLiae_Lensabi.12D21 WALL LINE PLAN VIEW B1 62 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 2nd Story B PF-H 1.05 4.73 1.05 3.15 4.73 8 Compliant Furthest Distance to Adjacent BWL 20' 0" Stone or Masonry Veneer Omitted Roof Eave to Ridge Height 5 feet Wall Dead Load > 8 psf but <= 15 psf Wall Line Length 12' 0" Roof/Ceiling Dead Loads 20 psf Gypsum Included Blocking Included Wall Line Wall Story Bracing Segment Adjacent Qualified Tension Segment Height Height Method Length Opening Height Segment Nails Tie Hold Down B1 9' 10' PF-H 2' 0" 8' 0" 4 3"/3" grid DR 3,500 B2 9' 10' PF-H 2' 0" 8' 0" 4 373" grid DR 3,500 Include proper PF or ABW details on the plans. If a PF-HD is used, and a second PF-HD is not included on the other side of an opening, the side with no PF-HD needs to show the detail for a min. 1,000lb HD to restrain the post on that side. about:blank DOCUMENT 2 - PG 12 OF 15 1 11 24,8:41 1 :blank WALL LINE ELEVATION VIE, `,I l I32 ,4—O 15 II 2 t� o oi " f Bi B2 ITotal WadWpt Length: 20' 0" WALL LINE PLAN VIEW B1 B2 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing. Line Method Factors Amount Factors Amount Bracing Bracing Status 2nd Story 1 PF-H 1.05 3.04 1.05 5.25 5.25 8 Compliant Furthest Distance to Adjacent BWL 12' 0" Stone or Masonry Veneer Omitted Roof Ease to Ridge Height 5 feet Wall Dead Load > 8 psf but <= 15 psf Wall Line Length 20' 0" Roof/Ceiling Dead Loads 20 psf Gypsum Included Blocking Included Adjacent Wail Line Wall Story Bracing Segment Opening Qualified Nails Tension Hold Down Segment Height Height Method Length Height Segment Tie Bl 9' 10' PF-H 2' 0" 8' 0" 4 3"/3" grid DR 3,500 B2 9' 10' PF-H 2' 0" 8' 0" 4 3"/3" grid DR 3,500 Include proper PF or ABW details on the plans. If a PF-HD is used, and a second PF-HD is not included on the other side of an opening, the side with no PF-HD needs to show the detail for a min. 1,000lb HD to restrain the post on that side. ;.._blank DOCUMENT 2 - PG 13 OF 15 Bilo i 2/16/240 •:41 •++utbl ank WALL LINE ELEVATION VIIFs� ;o i, i B1 B2 I Total Wall Line Length:_20' 0" WALL LINE PLAN VIEW B1 B2 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 2nd Story 2 PF-H 1.05 3.04 1.05 5.25 5.25 8 CorrpHank Furthest Distance to Adjacent BWL 12' 0" Stone or Masonry Veneer Omitted Roof Eave to Ridge Height 5 feet Wail Dead Load > 8 psf but <= 15 psf Wall Line Length 20' 0" Roof/Ceiling Dead Loads 20 psf Gypsum Included Blocking Included Wall Line Wall Story Bracing Segment Adjacent Qualified Tension Segment Height Height Method Length Opening Segment Nails Tie Hold Down g g Height g B1 9' 10' PF-H 2' 0" 8' 0" 4 3"/3" grid DR 3,500 B2 9' 10' PF-H 2' 0" 8' 0" 4 3"/3" grid DR 3,500 Include proper PF or ABW details on the plans. If a PF-HD is used, and a second PF-HD is not included on the other side of an opening, the side with no PF-HD needs to show the detail for a min. 1,000lb HD to restrain the post on that side. DOCUMENT 2 - PG 14 OF 15 a.• :blank iOi 12/16124,8:41 AM about:blank RICH, *D STANDKE TMK: (3)2-1-018:013 B, ED ON 2018 IRC APA Wa Bracing Cahibtor v2.7.0 APA Makes No Warranties of Any Kind All Informadon in the Idol Is provided as Is",with no guarantee of compleWnt4s,accuracy,dirielin,- or of the r=4. Its obtahwi from the use of this information,and without warranty of any kind,expr4, or Implied,including,but not lim4:4 to warranties of performance,merchantability and net for a particular purposeYou can find the full terms and conditions for use here: •blipsoliwww.apawood.orgiapa-waii-bracing-calculator-disclaimer Iwo • —. I 10t10 a.• :blank DOCUMENT 2 - PG 15 OF 15 Mitchell D. Roth 0#1.1 444. Zendo Kern Mayor 2 4,6170 Director * .44 Lee E. Lord Jeffrey W.Darrow Managing Director Deputy Director West Elawari Office East Ilawal'i Office 74-5044 Ane Keohokalole 11.).y 101 Pauahi Street,Suite 3 Kailua-Kona,Ilawei 96740 County of Hawaii Hawaei 96720 Phone(808)323-4770 Phone(808)961-8288 Fax(808)327-3563 PLANNING DEPARTMENT Fax(808)961-8742 SPECIAL MANAGEMENT AREA (SMA) SHORT FORM ASSESSMENT/EXEMPTION DETERMINATION FOR NON-SHORELINE PARCELS Submittal Date: 01/13/2025 Application #: PW.B2024-005 1 23 Tax Map Key: 210180130000 El BP 0 Variance 0 Subdivision 0 Other: Landowner: STANDKE,RICHARD M(Fee Owner) Applicant: Mary Adkins Phone: Bus.: Hm./Cell: 1111111111.. Email:1111111111111111 Description of Proposed Use or Improvements: (1-PERMIT) PROPOSED ATTACHED LOWER-LEVEL LANAI, & ENCLOSED INTERIOR STAIR CASE& CLOSET. UPPER-LEVEL NEW DECK ADDITION. Description of known historical sites,anchialine ponds,wetland,or sandy beach & any other pertinent information: l A plot plan of the property, drawn to scale, with all proposed and existing structures shown thereon. In the case of a SFD, BP application may suffice as the SFA plot plan. Nature of Development/Activity: O 1. Repair or maintenance of roads and highways within existing rights-of-way; O 2. Temporary events limited to 96 hours including set up and take down, such as community events, sporting events, fund raisers, food events and family celebrations not involving any ground disturbance or installation of permanent structures. O 3. Construction or reconstruction of a single-family residence, including accessory structures, on land that does not abut the shoreline and that does not exceed seven thousand five hundred (7,500) square feet of floor area, and is not part of a larger development(e.g. `Ohana Dwelling) O 4. Demolition or removal of structures on land that does not abut the shoreline, except those structures located on any historic site as designated in national or state registers. O 5. Structural and non-structural interior and exterior repairs, maintenance, renovations, and alterations to existing, lawfully established structures that do not increase the gross floor area and do not involve any additional ground disturbance, such as installation of roof mounted photovoltaic and solar panels, solar water heating systems, roof repairs or replacement, window and door repairs or replacement and similar improvements. O 6. Structural enclosures of lawfully established structures within the existing roof line and foundation for decks, lanais, carports, garages, and similar accessory purposes. fig 7. Other: Addition/Alteration to existing dwelling of a lanai. DOCUMENT 3 - PG 1 OF 2 ,,,,L,0,1,),Ily.inititiuglgry,,inlgsngth Ilerwalr(molly is an Equal Oppornmiey Provider and Employer SMA Short Form Assessment- Page 2 of 2 ADDITIONAL INFORMATION & DETERMINATION SLU U Note: Properties Located in Puako, Waawaa, Kapoho Vacationiand and Kapoho Beach Lots require an SMA Assessment. ZONING RS-15 Existing SMA Permits EINo 0Yes Warning Flag EN° 0Yes Historic District/Sites RIM 0Yes View Plane from Hwy EdNo 0Yes Trails No 0Yes Drainageways/Streams No 0Yes Critical Habitat No 0Yes If'yes' to any of the above, please review with an SMA planner prior to approval of exemption. Note: The Director may require a full SMAA if it is determined through the short form assessment review that further information is needed from the applicant. The Director may impose certain conditions with the exemption determination to assure that the proposed use,activity,or operation does not have a significant adverse effect on the SMA. RI Exempt 0 SMAA Needed 0 Covered Under Existing SMA Permit No. SFA #: PL-SFA-2025-000433 Name: Bonnie Okamoto Date: STANDARD CONDITIONS OF APPROVAL AND ACKNOWLEDGEMENT The items checked on Page 1 are hereby considered exempt from the definition of"Development" pursuant to HRS §205A-22, subject to the following conditions to assure that the proposed use, activity, or operation does not have a cumulative impact,or a significant adverse environmental or ecological effect on the SMA: 1. The applicant shall secure all necessary approvals and permits from other affected federal, state, and county agencies as necessary to comply with all applicable laws and regulations. 2. This exemption only applies to the proposed uses activities and operations as presented on Page I, No additional development shall be allowed within the SMA without obtaining a permit. 3. Artificial light from exterior lighting fixtures, including, but not limited to floodlights, uplights, or spotlights used for decorative or aesthetic purposes is prohibited if the light directly illuminates, or is directed to project across property boundaries toward the shoreline and ocean waters, except as may otherwise be permitted pursuant to HRS §205A-71(b). 4. In the unlikely event that surface or subsurface historic resources, including human skeletal remains, structural remains (e.g. rock walls, terraces, platforms, etc.), cultural deposits, marine shell concentrations, sand deposits, or sink holes are identified during the demolition and/or construction work, cease work in the immediate vicinity of the find, protect the find from additional disturbance and contact the State Historic Preservation Division at(808)933-7651. 5. Best Management Practices regarding water quality and equipment maintenance must be strictly adhered to during all phases of construction to ensure that no construction or equipment runoff enters a coastal or riparian area. 6. DOCUMENT 3 - PG 2 OF 2 Commy N5 6171&peal Opporegmrey Provrder and Employer uthinlo,)ILILMEILLEEL Project Declaration TMK Project Location ApPliCation# --- ' iLL.712 fi110, ii3 14 Oeoe Street may be provided later I ,„„ ,... , — f Project,includes: (NOTE:Electrical drawings required for residential work involving>200 Amy Building Work Fr lumbing Work Valuation of Building Work ry r more i ni bathrooms o lEle rical Work fljj>200Arnpservice Valuation of Plumbing Work Valuation of Electrical Work 52 ,000 m I L Jid) 1,009 STATEMENT ACCOMPANYING PERMIT APPLICATION PURSUANT TO CHAPTER 444,H.R.S.(RELATING TO CONTRACTORS) (SEC 444-HRS)(Select Contractor or Owner-Builder) „—— a CONTRACTOR I declare that I am licensed under the provisions of Chapter 444,HRS,of the Department of Commerce&Consumer Affairs, t) ) State of Hawaii.My license#is in full force and in effect. 1 Si tia jia,t2fIME Date ' ------ --- ------n , NOTE:RME(Responsible Managing Employee)only to sign.Notarized authorization from RME required for designated agents. Building Contractor Name License# Lic.Expiration Phone# Date Address RME1 Full Name RME2 Full Name RME1 Work Phone RME].Cell Phone RME2 Work Phone RME2 Cell Phone RME1 Email Address RME2 Email Address „„— .„,— — _„„„„— _ — .„., 7- ,../' OWNER-BUILDER P — — Section 5-1 5 Definition"Owner-builder"means owners or lessees of property who build or improve structures on their --- --- 1 property for their own use,or for use by their immediate family.This definition shall not preempt owner-builder by exemption 1 as defined by section 444-2.5,Hawaii Revised Statutes 1 1 I I declare an exemption uncle Sec.444 2(7)for the following reasons: 1) This exemption allows me,as the owner or lessee of the property,to act as my own general contractor without possessing a license 2) To supervise the construction myself 3) To hire licensed subcontractors 4) The building is for my personal use and not for the use or occupancy by the general public 5) Building will not be built for sale or lease within one(1)year after construction is complete. Section 5-4 Definition"Owner-builder"means owners or lessees of property who build or improve structures on their ) property for their own use,or for use by their immediate family.This definition shall not preempt owner builder by exemption 11 as defined by section 444-2,5,Hawaii Revised Statutes ,Ploieerty Owner , Owner Name — , 43ickoiRD 6.T AA/th<1 , --- i la Wire _ V 2/24/2025 Hawa VI County is an equal opportunity provider and employer -_DOCUMENT 4 - PG 1 OF 3 TMI�....... �;;wnerNa e......_::::::::........_......— ::::::::.................... :•,,,,,,,,,,........ ............. pAlication# ,,...... ................ :: ............. ................. ..... . ....•,,,,,+..............�rv_...� 4 ..,11••••••........ 5721A1CM4 may the provide wi Q titer Where electrical or plumbing is included,applicant must identify all phases of such work to be covered and the contractor . .......tin the phase.Refer to back side of this form and mark all phases of electrical andjen�,luumbing work to be i completing g p urrociudad Lic Lill u..., ll�wrall:iiorm Date Contractor Name Work Phone Cell Phone Phase(s) RME1RME2 .................................�.. . Full Name ........... ....... Full Name RME1 Work Phone RME1 Cell Phone RME2 Work Phone �..•,,,,,,,,,,,,,,,,,,,,,,_...........................RV�dIE2....C.�r!!Phone RME1 Email Address �.........�......... RME2 Email Address Signature of RME �...........�...... Date Contractor ........................._...............................•,,,,,................ Name ............n.;e lure.Ilc;urpir•tiorro DateLich;. Work Phone Cell Phone Phasets) .....................................•�...............—.....RME1 RME2 .......... Full Name .........................dull Name................,•_.................�.•,,,,,,,,,,,,,,..,......... RME1 Work Phone RME1 Cell Phone°..............................................•.,.. RME2 Work Phone RIIVIIE2 Cell Phone RME1 Email Address ..�........ .........._. ,,,,,,,,,.•,,,,.•.._ RME2 Email Address Signature �.................... of RME Date Contractor �......................... Name liceru""e.. ......... Lic„Expiration I ate Work Phone Cell Phone Phase(s) RMEiRME2 .............................................................................•,,,• _..... Full Name Full Name RME1 Work Phone RME1 Cell Phone ..........._.R,oC......... ,rwlu Phoonn. ............................... RME2 Work Phone � Rtiv&'E2 e RME1 Email Address RME2 Email Address Signature of RME a... t a Contractor ........ License# Lib. Exbirabon Date Name Work Phone 1 Cell Phone Phase(s) RME1 ; RME2 ........................... Full Name —............• ............. ,.. Full Name RME1 Work Phone 1 RME1 Cell Phone ................... .,,, RME2 Work Phone ..................•,,,,,,,,,,,,...............;...RIMIIi2 Cell Phone RME1 Email Address RME2 Email Address Signature of RME Date Hawaii County is an equal opportunity provider and employer ELECTRICAL PHASES E1 Temporary Installations _J E11 Sign Installation Connection E2 Service Equipment HELCO i E12 Alt.Energy Installation(PV/Wind/Generator) E3 Feeder Wiring 'D E13 Low Voltage Wiring/Audio Visual/ Data Communication/Computer Wiring E4 Branch Circuit Wiring r i-1 E14 Air Conditioning/Refrigeration Control Wiring E5 Electrical Equipment Installation iD1E15 Motor Installation ./ E6 Device and Fixture Installation E16 Street Lighting/Traffic Signal Installation E7 Fire Alarm System ] E17 Empty Conduit Installation E8 Swimming Pool Wiring _ E18 Site Work Utilities installation E9 Solar Water Heater Wiring E19 As Built/Work Started Without Permits E10 Landscape Lighting and Sprinkler Wiring gE20 Demolition Work PLUMBING PHASES P1 Temporary Water4 1 PSa Automatic Fire Sprinkler System(except water I P2 Plumbing Fixtures,Equipment P5b Water Supply for Fire Sprinkler System Cross Contamination' Pia Sanitary Piping System(Interior) P5c Standpipes ....................................... P3b Sanitary Piping System(Exterior) P6a Fuel Gas Piping System and fittings P3c Grey Water Waste System P6b Gas Appliance Sewer Lateral Connection I Solar Water Heating System(Except Water Including Interce ytors Clarifiers P7a Pad i Sup'pIY) Individual Waste System P7b Solar' Water Heater—Water Supply Y m. Pie Private Interceptors,Clarifiers) PA y HT mil P3f Private Wastewater Treatment Plants III P8 Irrigation Sprinkler System(Cross Contamination) 1 P4a Water Distribution System(Interior) P9 Swimming Pool—Potable Water Supply, Sanitary Drainage,Backflow P4b Building Supply(Outside Water Piping) P10 Air Conditioning—Water Supply, ......................................... Includin _I ackflow Preventer P4c Water Distribution Main(Subdivision,piping) 1 P11 Alt.Energy(Heat Pumps,PV Hot Water) Pod Water Equipment—Backflow Preventer, Pressure Regulator P12 Medical Gas System elm P4e Water Tank—(Pump/Filter/Water Treatment) Il P13 Gas Station Piping P4f Non Potable Water Distribution 1 P14 As-Built DOCUMENT 4 - PG 3 OF 3 00 ' ,04.1)f BUILDING PERMIT BUILDING DIVISION DEPARTMENT OF PUBLIC WORKS COUNTY OF HAWAII A PERMIT HAS BEEN ISSUED FOR THE PERFORMANCE OF CERTAIN BUILDING, ELECTRICAL, AND/OR PLUMBING WORK IN ACCORDANCE WITH ALL COUNTY AND STATE LAWS AS FOLLOWS: PERMIT NO. PW.B2024-005123 DATE ISSUED 4/1/2025 EXPIRATION DATE 4/112031 TMK 2-1-018-013-0000 LOCATION 14 OEOE ST; HI OWNER/TENANT Deborah Standke; Richard Standke BUILDING CONTRACTOR Owner-Builder ELECTRICAL CONTRACTOR(S) NOT SPECIFIED PLUMBING CONTRACTOR(S) NOT SPECIFIED NOTICE TO BUILDERS THIS MUS"0"BE IPOSILD I N A CONSPICUOUS PLACE ON`HIE SITE DURING TI IL PROGRESS OF WORK AS REQUIRED BY LAW. I LURE TO COMPLY WILL RESULT IN A$100 Pt RrArr PLACARD POSING 1°0 lq.lt1 Requests Mr pound desOl me extensions shall be sob:I-lilted In writing to the authonty having prisdicurm at least II II days prior to the petunia expo-anon date and,an acknowtedgement by the authorit ction+ail II be sou upon receipt.' Hawaii County Code Sechion 5-5-5(b) Please notify the inspector at least 48 hours prior toencIF desired inspection. (A FEE OF$100 PER INSPECTION MAY BE ASSESSED WHEN THE REQUESTED PHASE OF CONSTRUCTION IS NOT COMPLETE OR READY) 1. FOUNDATION INSPECTION-Termite treatment certificate..After footing excavations are complete and required reinforcing steel forms are thplace.. After all in slab or under-floor ancillary items are in place., 2.. FRAME INSPECTION-After the roof,all framing,fire blocking,bracing,and metal connectors are in place;all pipes,chimneys and vents are completed, and the rough electrical,plumbing or mechanical installations are approved. 3 INSULATION INSPECTION-(as required)After framing inspection and before the lathing inspection, 4. LATHING INSPECTION-(as required)After al lathing and gypsum board,interior and exterior,in construction required to be fire resistive is in place but before gypsum board joints and fasteners are taped and finished, 5 FINAL INSPECTION-After finish grading and the building is completed and ready for occupancy, 6. In addition to the required inspections specificed above,the Building Official may require other inspections to ascertain compliance with the applicable building regulations. ELECTRICAL INSPECTIONS-Required for eV electrical phases of work as declared.. Inspection must be requested by the electrician licensed per HRS 448E, Reference Article 8."Inspections"of Hawaii County Code Chapter 5. PLUMBING INSPECTIONS-Required for all plumbing phases of work as declared.Inspection must be requested by the plumber licensed per HRS 448E. Reference Article 8."Inspections"of Hawaii County Code Chapter 5. HILO: (808) 961-8331 KONA: (808) 323-4720 HAWAII COUNTY IS AN EQUAL OPPORTUNITY PROVIDER AND EMPLOYER DOCUMENT 5 - PG 1 OF 1 I EFORE THE t OARD OF APPEALS COUNTY OF HAINAN STATE OF AVVA1141 CLAUDIA ROHR, CASE NO,: PL BOA 2025-0C/01 211 Appellant, vs. CERTIFICATE OF SERVICE DEPARTMENT OF PUBLIC WORKS, COUNTY OF HAWAI'll, Appellee, and RICHARD STANDKE, DEBORAH STANDKE, Landowners. CERTIFICATE OF SERVICE The undersigned hereby certifies that a true and correct copy of the foregoing document was served upon the parties bellow by electronic mail service on June 20,2025. 1. Claudia Rohr, Appellant CROHR4 @gmai I.com 2. Richard Standke, Landowner richard.standke@grnail.com Deborah Standke, Landowner fraukepi5@gmai I:coin 3. Sylvia Wan, Deputy Corporation Counsel SylviaA,Wan@hawailcounty,gov Attorney for the Board of Appeals Dated: EliQo, Hawaii, June 20,2025. NEIL AZEVEDO, Acting Director, Department of Public Works, County of Hawaiii, Appellee By: /s/Sinclair Salas,Ferguson SINCLAIR SALAS-FERGUSON Deputy Corporation Counsel Attorney for Public Works