HomeMy WebLinkAbout2025-06-23 Record on Appeal - Document 2 (High Resolution) DeVera, Ashley
From: SalasFerguson, Sinclair
Sent: Monday, June 23, 2025 9:39 AM
To: Claudia Rohr; Lactaoen, Kawehilani S
Cc: Planning Board of Appeals; richard.standke@gmail.com; Azevedo, Neil; Spielman,
Aaron; Wan, Sylvia A; Holzman-Escareno, Juliana; Sonomura, Julann; Agustin, Noah;
fraukepi5@gmail.com
Subject: RE: Objection to Public Works Director's ROA
Attachments: Document#2.PDF
Hi Appellant Rohr,
Attached is document#2 in PDF format:you can use the zoom function to view small font/etc.
Thank you.
Sinclair
From: Claudia Rohr<crohr4@gmail.com>
Sent: Friday,June 20, 2025 3:15 PM
To: Lactaoen, Kawehilani S<KawehilaniS.Lactaoen@hawaiicounty.gov>
Cc: Planning Board of Appeals<boardofappeals@hawaiicounty.gov>; richard.standke@gmail.com;Azevedo, Neil
<Neil.Azevedo@hawaiicounty.gov>; Spielman, Aaron <Aaron.Spielman@hawaiicounty.gov>; SalasFerguson, Sinclair
<Sinclair.SalasFerguson@hawaiicounty.gov>; Wan, Sylvia A<SylviaA.Wan@hawaiicounty.gov>; Holzman-Escareno,
Juliana <Juliana.Holzman-Escareno@hawaiicounty.gov>; Sonomura,Julann <Julann.Sonomura@hawaiicounty.gov>;
Agustin, Noah <Noah.Agustin@hawaiicounty.gov>;fraukepi5@gmail.com
Subject: Objection to Public Works Director's ROA
Re: Claudia Rohr v. County of Hawaii Dept of Public Works (PL-BOA-2025-000121)
Aloha-
Public Works Director's ROA, document#2 is low resolution.
Please provide a high resolution scan and readable copy of document#2. I cannot read the notes,
approval stamp, measurements and the like on the pages. It is not ADA compliant, which applies in this
case. Please send me an original file, and not a link to EPIC filing.
Thank you,
Claudia Rohr
On Fri, Jun 20, 2025 at 9:21 AM Lactaoen, Kawehilani S <KawehilaniS.Lactaoen@hawaiicounty.gov>
wrote:
Aloha
Please find attached Record on Appeal for further processing.
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12/16/24,8:41 AM about:blank
IIIIIINIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIII
A PA
......
APA Wall Bracing Calculator Project Report
Builder/Designer STACY OJANO/ ROBERT SMELTER
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 Exposure Category EXPOSURE D
Total Number of Stories 2 STORY PW.B2024-005123
Cripple Wall NO
Mean Roof Height less than 30 ft. YES
Designer Responsibirities:
• Check irregularities per IRC section R301.2.2.6
• Confirm load path to foundation per IRC section R403.1.6
• Design foundations per IRC section R403.1
o Include interior braced wall line foundations per IRC Section R602.11
• Design cripple walls in one of two ways
o Redesignate as the first story and use the calculator
o Design by hand per IRC Section R602.10.10. � G SIM���. OR UNDEK SUPEPAS D BY ME
AND
IFO� UCEN3Ea to
PROfESSItN� CONST N OF THIS PROJECT
* pRCHITEGT * WILL B ER MY OBSERVATION,
STORY 1 STORY 2 No.3aO0
A B A B �, y.• ' xpires: 4/30/2026
1 1 ���Ali,k$ .
about:blank 1/10
12/16/24,8:41 AM about:blank
WALL LINE ELEVATION VIEW PW.B2024-005123
1 i
f
ii
B1 B2
!Total Wall Line Length: 12' 0"1
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 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
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 2/10
12/16/24,8:41 AM about:blank
WALL LINE ELEVATION VIEW PW.B2024-005123
I
,
B1 B2
(Total Wall Line Length: 12' 0"I
WALL LINE PLAN VIEW
BI. B2
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 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 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
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 3/10
12/16/24,8:41 AM about:blank
WALL LINE ELEVATION VIEW PW.B2024-005123
j
S j l „,
11,
ii 1 ,
1 '1 1� d% 1 1
S
it - - '31
B1 B2 B3
ITotal Wall Line Length: 20' 0"
WALL LINE PLAN VIEW
B1 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 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
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.
about:blank 4/10
12/16/24,8:41 AM about:blank
WALL LINE ELEVATION VIEW PW.B2024-005123
j Il'
,
,
B1 B2 B3
ITotal Wall Line Length: 20' 0"
WALL LINE PLAN VIEW
B1 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 Eave 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
Wall Line Wall Story Bracing Segment Qualified Tension
Segment Height Height Method Length Opening Segment Nails Tie Hold Down
g g g Height g
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. 1,0001b HD to restrain the
post on that side.
about:blank 5/10
12/16/24,8:41 AM about:blank
WALL LINE ELEVATION VIEW PW.B2024-005123
''
'I
j
i
i;
Bi B2,
(Total Wall Line Length: 12' 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 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 StoryBracingSegment Adjacent
g Opening 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 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.
about:blank 6/10
12/16/24,8:41 AM about:blank
WALL LINE ELEVATION VIEW PW.B2024-005123
ttt
it
B1 B2
'Total Wall Line Length: 12' 0"I
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 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
Adjacent
Wall Line Wall Story Bracing Segment Qualified Tension
Segment Height Height Method Length Opening Height ing 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 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.
about:blank 7/10
12/16/24,8:41 AM about:blank
WALL LINE ELEVATION VIEW PW.B2024-005123
o
tj
tr g,
��
Il 3
B1 B2
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 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 Eave 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
Wall Line Wall Story Bracing Segment Opening 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 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.
about:blank 8/10
12/16/24,8:41 AM aboutblank
WALL LINE ELEVATION VIEW PW.B2024-005123
i
lI
I
B1 B2
ITotal Wall Line Length: 20' 0" I
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 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
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 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.
about:blank 9/10
12/16/24,8:41 AM about:blank
RICHARD STANDKE I TMK: (3)2-1-018:013 BASED ON 2018 IRC
APA Wall Bracing Calculator v2.7.0
APA Makes No Warranties of Any Kind
All information in the Tool is provided"as is",with no guarantee of completeness,accuracy,timeliness or of the results obtained from the use of this information,and
without warranty of any kind,express or implied,including,but not limited to warranties of performance,merchantability and fitness for a particular purpose.You
can find the full terms and conditions for use here: hops://www.apawood.orgpa-wall-bracing-calculator-disclaimer
PW.B2024-005123
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