HomeMy WebLinkAboutAgenda Item 2 - ProVision Solar Inc (PL-KVD-2025-000064)-RedactedProVision Solar Inc
11/17/2025
nc
69 Railroad Ave Ste A7, Hilo HI 96720
808-969-3281
ARTHURS,DAVID/RUTH FAMILY TRST
11/17/2025
75-5870 Walua Rd, Kailua Kona, HI, 96740
(808) 345-7007
750180140000 10,717
&9
75-5870 Walua Rd, Kailua Kona, HI, 96740
Electrical Contractor
Pole mounted PV system.
Village Commercial CV-10
05/13/2025
05/13/2025
05/13/2025
05/13/2025
125'-11"
1
3
9
'
-
6
"
67'-10"
7
2
'
-
5
"
7
4
'
-
2
"
16'-1"
2'-6"
35'
4
2
'
-
8
"
A B C D E F
1
2
3
4
5
A B C D E F G
1
2
3
4
5
PROPRIETARY NOTICE:
THIS DRAWING CONTAINS CONFIDENTIAL
INFORMATION PROPRIETARY TO
WORLD4SOLAR INC.
REPRODUCTION, DISCLOSURE OR OTHER
UNAUTHORIZED USE IS STRICTLY PROHIBITED.
STAMP
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.
DRAWN BY:
M. HUFNAGL
PROJECT ENGINEER:
S.WYSSLING
DRAWING FILE:
PROJECT STEEL FINISH SPEC:
POWDER COATED acc. W4S 01.06.01
SHEET:
S000
G H
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L
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FOR DPW USE ONLY
FOR DPW PERMIT USE ONLY
CONDUIT THROUGH TRENCH
LEGEND
MODULES - 44.6" x 67.7"
20.97 SQFT, 48.5 LBS (EACH)
PROPERTY LINES
4'0 1' 2'
SCALE : 1/8" = 1'-0"
8'16'
North
7
5
-
5
8
7
0
W
A
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.
75-5870 Walua Rd. Kailua-Kona, HI 96740
project location
LOCATED ON HELIOWING 7
(N) (24) APTOS DNA-108-BF10-400W
SHEET INDEX
SHEET
S001
DESCRIPTION
SITE PLAN
STRUCTURAL COVER SHEET
S002
S003
GENERAL STRUCTURAL NOTES, SPECIAL INSTRUCTIONS
GENERAL STRUCTURAL NOTES 2
S100
S101
CP1 STRUCTURAL VIEWS & BOM
CP1 COLUMN & COVERS
S102
S103
CP1 BATTERY BOX
CP1 BATTERY DRAWER 1
S104
S200
CP1 BATTERY DRAWER 2
FOUNDATION DETAILS, 36" CIDH PILE
S000
Signed 5/14/2025
THIS WORK WAS PREPARED BY ME OR UNDER MY
SUPERVISION AND CONSTRUCTION OF THIS PROJECT
WILL BE UNDER MY OBSERVATION
1
2
3
4
5
BA
DESIGN CRITERIA
GOVERNING CODES
OCCUPANCY TYPE
PROJECT ADDRESS
LATITUDE / LONGITUDE
PV MODULE
SIZE (L x W x H)
ORIENTATION
u
108 half-cell (400W-450W)
67. 7" X 44.6" X 1.3"
PORTRAIT
PV ARRAY SIZE CP1 4x6 / 9.8 kW
LOADING CONDITIONS
WIND SPEED MAX*
SNOW LOAD MAX*
OCCUPATIONAL RISK CATEGORY
SURFACE ROUGHNESS CATEGORY
EXPOSURE CATEGORY
*Values in site specific approval memo prevail
A
MPH
LBS/SQFT
CATEGORY II
CATEGORYC
CATEGORYC
B
1
C
CP1
D
HelioWing 7
World45olar
9.8kW System
••
·�. •
GEOTECHNICAL DESIGN CRITERIA
••
•
GEOTECHNICAL REPORT BY Ref. site specific approval memo
GEOTECHNICAL REPORT DATE Ref. site specific approval memo
SEISMIC SITE CLASSIFICATION Ref. site specific approval memo
SEISMIC RISK CATEGORY CATEGORY II
SEISMIC DESIGN CLASSIFICATION
SEISMIC COEFFICIENTS SS= g SDS= g
S1 = g SD1= g
SMS= g SM1= g
C D
E F
•• • •• • •• ••••
G
World4Solar Inc.
401 RYLAND ST STE 200-A, RENO, NV 89502, USA
PROPRIETARY NOTICE:
THIS DRAWING CONTAINS CONFIDENTIAL INFORMATION PROPRIETARY TO WORLD4SOLAR INC. REPRODUCTION, DISCLOSURE OR OTHER UNAUTHORIZED USE IS STRICTLY PROHIBITED.
STAMP
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DRAWN BY: M.HUFNAGL
PROJECT ENGINEER:
DRAWING FILE:
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1.85
2.77 1.79
1.19
CATEGORY E
75-5870 Walua Rd. Kailua-Kona, HI 96740
19.630548438717085, -155.98819374447194
130
0
75-5870 Walua Rd. Kailua-Kona, HI 96740
FOR DPW USE ONLY
SHEET INDEX
SHEET
S001
DESCRIPTION
SITE PLAN
STRUCTURAL COVER SHEET
S002
S003
GENERAL STRUCTURAL NOTES, SPECIAL INSTRUCTIONS
GENERAL STRUCTURAL NOTES 2
S100
S101
CP1 STRUCTURAL VIEWS & BOM
CP1 COLUMN & COVERS
S102
S103
CP1 BATTERY BOX
CP1 BATTERY DRAWER 1
S104
S200
CP1 BATTERY DRAWER 2
FOUNDATION DETAILS, 36" CIDH PILE
S000
Signed 5/14/2025
THIS WORK WAS PREPARED BY ME OR UNDER MY
SUPERVISION AND CONSTRUCTION OF THIS PROJECT
WILL BE UNDER MY OBSERVATION
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çò
è
S.WYSSLING
FOR DPW USE ONLY
Signed 5/14/2025
THIS WORK WAS PREPARED BY ME OR UNDER MY
SUPERVISION AND CONSTRUCTION OF THIS PROJECT
WILL BE UNDER MY OBSERVATION
S.WYSSLING
FOR DPW USE ONLY
Signed 5/14/2025
THIS WORK WAS PREPARED BY ME OR UNDER MY
SUPERVISION AND CONSTRUCTION OF THIS PROJECT
WILL BE UNDER MY OBSERVATION
FOR DPW USE ONLY
Signed 5/14/2025
THIS WORK WAS PREPARED BY ME OR UNDER
MY SUPERVISION AND CONSTRUCTION OF THIS
PROJECT WILL BE UNDER MY OBSERVATION
S.WYSSLING
FOR DPW USE ONLY
Signed 5/14/2025
THIS WORK WAS PREPARED BY ME OR UNDER MY
SUPERVISION AND CONSTRUCTION OF THIS PROJECT
WILL BE UNDER MY OBSERVATION
S.WYSSLING
FOR DPW USE ONLY
Signed 5/14/2025
THIS WORK WAS PREPARED BY ME OR UNDER MY
SUPERVISION AND CONSTRUCTION OF THIS PROJECT
WILL BE UNDER MY OBSERVATION
ï
S.WYSSLING
FOR DPW USE ONLY
Signed 5/14/2025
THIS WORK WAS PREPARED BY ME OR UNDER MY
SUPERVISION AND CONSTRUCTION OF THIS PROJECT
WILL BE UNDER MY OBSERVATION
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World4Solar Inc.
401 RYLAND ST STE 200-A, RENO, NV 89502, USA
PROPRIETARY NOTICE: THIS DRAWING CONTAINS CONFIDENTIAL INFORMATION PROPRIETARY TO WORLD4SOLAR INC. REPRODUCTION, DISCLOSURE OR OTHER UNAUTHORIZED USE IS STRICTLY PROHIBITED. STAMP
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POWDER COATED acc. W4S 01.06.01
SHEET: S104
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2
3
4
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5
FOR DPW USE ONLY
Signed 5/14/2025
THIS WORK WAS PREPARED BY ME OR UNDER MY
SUPERVISION AND CONSTRUCTION OF THIS PROJECT
WILL BE UNDER MY OBSERVATION
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36.0
32.5
12.5
16
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5
4.
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0
(4)4) 1-1/2" DIAMETER
ANCHOR BOLTS
(GRADE PER SITE
SPECIFIC MEMO)
A A
SECTION A:A
BB
(8)8) #8 REBAR VERTICAL
REINFORCEMENT ASTM
A615-GR.60 EQUALLY SPACED
#4 REBAR 30" DIAMETER
ASTM A615-GR.60
3" MINIMUM
COVERAGESECTION B:B3'
1'
4'
2'-6"2'-6"
(3
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TOP & BOTTOM EACH
WAY EQUALLY SPACED
2" THICK NON-SHRINK GROUT
8'-0"
8'
-
0
"
8'-0"
FOR DPW USE ONLY
Signed 5/14/2025
THIS WORK WAS PREPARED BY ME OR UNDER MY
SUPERVISION AND CONSTRUCTION OF THIS PROJECT
WILL BE UNDER MY OBSERVATION