1182 E Linkside Ct RESO20-0041 Roof Mounted Solar Permit PacketOWNER:ADDRESS:CITY:STATE:ZIP:
SHERMAN ANGELA M 1182 LINKSIDE CT E ATLANTIC BEACH FL 32233-4386
COMPANY:ADDRESS:CITY:STATE:ZIP:
SOLAR TREK, INC.3347 SW 7th STREET OCALA FL 34474
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
172374 5135 SELVA LINKSIDE UNIT 01
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
1182 E LINKSIDE CT
RESIDENTIAL OTHER SINGLE OR
TWO FAMILY RESIDENTIAL
OTHER
ROOF MOUNTED SOLAR
POOL HEATER $4550.00
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $75.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $37.50
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
TOTAL: $116.50
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property
that may be found in the public records of this county, and there may be additional permits required from other
governmental entities such as water management districts, state agencies, or federal agencies.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN
YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT
MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU
INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
1 of 2Issued Date: 12/17/2020
PERMIT NUMBER
RESO20-0041
ISSUED: 12/17/2020
EXPIRES: 6/15/2021
RESIDENTIAL OTHER PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
2 of 2Issued Date: 12/17/2020
PERMIT NUMBER
RESO20-0041
ISSUED: 12/17/2020
EXPIRES: 6/15/2021
RESIDENTIAL OTHER PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $116.50
RESO20-0041 Address: 1182 E LINKSIDE CT APN: 172374 5135 $116.50
BUILDING $75.00
BUILDING PERMIT 455-0000-322-1000 0 $75.00
BUILDING PLAN REVIEW $37.50
BUILDING PLAN CHECK 455-0000-322-1001 0 $37.50
STATE SURCHARGES $4.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
TOTAL FEES PAID BY RECEIPT: R14387 $116.50
Printed: Thursday, December 17, 2020 2:57 PM
Date Paid: Thursday, December 17, 2020
Paid By: SOLAR TREK, INC.
Pay Method: CREDIT CARD 405066778
1 of 1
Cashier: CG
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R14387
RESO20-0041
TYPICAL MULTIPLE COLLECTOR ARRAY PLAN
SCALE: 1
4"=1'-0"
2
SR-4.0
4'-0" TYP.
SUNSTAR
COLLECTOR
TYP.
SUNSTAR CLAMP (2 MINIMUM) TYP.END CAP
TYP.
SUNSTAR CLAMP
(2 MINIMUM)
TYP.
TYP SUNSTAR CLAMP. REFER TO SCHEDULE
FOR BOLT SIZE PER DETAIL THIS SHEET
TYPICAL COLLECTOR PITCHED ROOF
LAYOUT - WIND ZONES - SCHEDULE - PLAN
SCALE: NONE
ULTIMATE
WIND SPEED
Vult (MPH)
Vasd WIND
PRESSURES
ZONE 1 (PSF)
QUANTITY OF LAG BOLTS - TOP
AND BOTTOM CLAMPS PER
COLLECTOR
- EFFECTIVE DESIGN WIND AREA IS 12.5 SF PER COLLECTOR FOR STR-50.
-SCHEDULE REFLECTS COMPONENTS AND CLADDING (C&C) NOMINAL WIND SPEED PRESSURES WITH
EXPOSURE "C", RISK CATEGORY II, ENCLOSED BUILDING AND h < 60'-0" PER ASCE 7-10 "MINIMUM
DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES" AND 2017 FLORIDA RESIDENTIAL CODE.
- PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM SURFACES,
RESPECTIVELY.
EMBED.
DEPTH
REQ.
Vasd WIND
PRESSURES
ZONE 2 (PSF)
Vasd WIND
PRESSURES
ZONE 3 (PSF)
- MINIMUM Vasd WIND PRESSURE SHALL BE 16.0 PSF AND -16.0 PSF PER ASCE 7-10 SECTION 30.2.2.
1
SR-4.0
SUNSTAR COLLECTOR GENERAL NOTES:
2. BOLT DIAMETER AND EMBEDMENT LENGTHS ARE DESIGNED PER 2017 FLORIDA BUILDING CODE
(6TH EDITION) REQUIREMENTS . ALL BOLT CAPACITIES ARE BASED ON A SOUTHERN YELLOW PINE
(SYP) RESIDENTIAL WOOD ROOF TRUSS AS EMBEDMENT MATERIAL.
3. ALL WIND DESIGN CRITERIA AND PARAMETERS ARE FOR HIP AND GABLE RESIDENTIAL ROOFS,
CONSIDERING FROM A 7° TO A MAXIMUM 27 ° (2/12 TO A MAXIMUM 6/12 PITCH) ROOF IN SCHEDULE.
ALL RESIDENTIAL ROOFS SHALL NOT TO EXCEED 30'-0" MEAN ROOF HEIGHT.
4. WIND TUNNEL TEST DATA FOR THIS COLLECTOR MAY BE REQUESTED THROUGH UMA SOLAR, INC.
AND HAS BEEN COMPILED BY PRI CONSTRUCTION AND MATERIAL TESTING, INC.
5. ROOF SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM 6511, AND IS THE RESPONSIBILITY
OF THE CONTRACTOR TO PILOT FILL ALL HOLES.
6. THIS SHEET REFLECTS STRUCTURAL CONNECTIONS ONLY. REFER TO SUNSTAR INSTALLATION
MANUAL FOR ALL ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SOLAR SPECS.
7. LAG BOLTS SHALL BE ASTM A276 STAINLESS STEEL UNLESS OTHERWISE NOTED.
8. ALL SUNSTAR COLLECTOR MODELS MAY BE INSTALLED PER THIS STRUCTURAL CONNECTION DRAWING.
1. APPLICABLE CODE: 2017 FLORIDA RESIDENTIAL CODE (6TH EDITION) & ASCE-7-10 MINIMUM
DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES.
2
1
2
2
2
2
1
3
3
2
3
3
3
3
2
2
1
2
2
GABLE END BUILDING
ROOF WIND AREA ZONES
HIP END
BUILDING ROOF
WIND AREA
ZONES1
1
2
2
SR-4.0
2
SR-4.0
** LAG BOLT DEPTH REQUIRED IN WOOD MEMBER SHALL EXCLUDE ANY ROOF DECKING THICKNESS.
140 16.5 , -27.9 16.5 , -48.6 16.5 , -71.8 3" **(4) 1
4" DIA. BOLTS - (4) CLAMPS
4'
-
0
"
T
Y
P
.
4'-0" TYP.
9. CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE INSTALLED AND SEALED PER 2017 FLORIDA
RESIDENTIAL CODE (6TH EDITION) OR LOCAL GOVERNING CODE.
10. THE ADDITION OF THE SUNSTAR COLLECTOR SYSTEM ADDS APPROXIMATELY 1 PSF TO THE ROOF
STRUCTURE AND WILL NOT ADVERSELY AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING.
OPTIONAL ALL THREAD CONNECTION DETAIL
SCALE: 1"=1'-0"
5
SR-4.0
LIMITED SPACE OPTION FOR UNALIGNED TRUSS
1
4" DIA STEEL ALL-THRD ROD
W/ NUT - WASHERS MAX. 3'-0"
O.C.-LOCTITE ALL NUTS TYP.
ALL CONNECTIONS
2X PT S.Y.P. WOOD
OR ALUMINUM
UNISTRUT CONT.
ALONG COLLECTOR
SUNSTAR TOP CLAMP 2'-0" O.C. TYP.
WOOD ROOF TRUSS TYP.
WOOD SHEATHING
TYP.
SUNSTAR COLLECTOR RISER
SYSTEM TYP.
SUNSTAR BOTTOM CLAMP
2'-0" O.C. TYP.
1
4" DIA STEEL ALL-THRD ROD
W/ NUT - WASHERS MAX. 3'-0"
O.C.-LOCTITE ALL NUTS TYP.
ALL CONNECTIONS
ROOF ASPHALT OR
METAL SHINGLES TYP.
SUNSTAR TOP CLAMP 2'-0"
O.C. TYP.
WOOD ROOF TRUSS TYP.
WOOD
SHEATHING
TYP.
ROOF ASPHALT OR
METAL SHINGLES
TYP.
SUNSTAR COLLECTOR
RISER SYSTEM TYP.
SUNSTAR BOTTOM
CLAMP 2'-0" O.C.
TYP.
1
4" DIA. STEEL LAG
BOLT - SEE SCHEDULE
FOR EMBED. DEPTH REQ.
TYP. EACH BOTTOM CLAMP
TYP TOP - BOTTOM ASPHALT - METAL
SHINGLE CONNECTION DETAIL
SCALE: 1"=1'-0"
3
SR-4.0
REFER TO SCHEDULE FOR REQUIRED EMBEDMENT
DEPTH LABELED "X" IN THIS DETAIL
1
4" DIA. STEEL LAG BOLT - SEE
SCHEDULE FOR EMBED. DEPTH
REQ. TYP. EACH TOP MOUNT CLAMP
X
OPTIONAL WOOD SPANNER OPTION CONNECTION
DETAIL
SCALE: 1"=1'-0"
4
SR-4.0
S.Y.P. 2X4 LOCATE BETWEEN TRUSSES AND
NAIL WITH 2-16D NAIL PATTERN AT EACH
END TO WOOD TRUSS
X
REFER TO SCHEDULE FOR REQUIRED EMBEDMENT
DEPTH LABELED "X" IN THIS DETAIL
SUNSTAR TOP CLAMP 2'-0" O.C. TYP.
WOOD ROOF TRUSS TYP.
WOOD SHEATHING TYP.
ROOF ASPHALT
OR METAL
SHINGLES TYP.
SUNSTAR COLLECTOR RISER SYSTEM
TYP.
SUNSTAR BOTTOM CLAMP
2'-0" O.C. TYP.
1
4" DIA. STEEL LAG BOLT - SEE SCHEDULE
FOR EMBED. DEPTH REQ. TYP. EACH
BOTTOM CLAMP
1
4" DIA. STEEL LAG BOLT - SEE SCHEDULE FOR
EMBED. DEPTH REQ. TYP. EACH TOP CLAMP
EN
G
I
N
E
E
R
O
F
R
E
C
O
R
D
H
E
R
E
B
Y
E
X
P
R
E
S
S
L
Y
R
E
S
E
R
V
E
S
H
I
S
C
O
P
Y
R
I
G
H
T
A
N
D
O
T
H
E
R
P
R
O
P
E
R
T
Y
R
I
G
H
T
S
I
N
T
H
E
S
E
P
L
A
N
S
.
T
H
E
S
E
P
L
A
N
S
A
N
D
D
R
A
W
I
N
G
S
A
R
E
N
O
T
T
O
B
E
RE
P
R
O
D
U
C
E
D
,
C
H
A
N
G
E
D
O
R
C
O
P
I
E
D
I
N
A
N
Y
F
O
R
M
O
R
M
A
N
N
E
R
W
H
A
T
S
O
E
V
E
R
W
I
T
H
O
U
T
F
I
R
S
T
O
B
T
A
I
N
I
N
G
T
H
E
E
X
P
R
E
S
S
P
E
R
M
I
S
S
I
O
N
A
N
D
C
O
N
S
E
N
T
O
F
T
H
E
D
E
S
I
G
N
E
R
,
N
O
R
A
R
E
TH
E
Y
T
O
B
E
A
S
S
I
G
N
E
D
T
O
A
N
Y
P
A
R
T
Y
W
I
T
H
O
U
T
F
I
R
S
T
O
B
T
A
I
N
I
N
G
S
A
I
D
W
R
I
T
T
E
N
P
E
R
M
I
S
S
I
O
N
A
N
D
C
O
N
S
E
N
T
.
DO
N
O
T
S
C
A
L
E
D
R
A
W
I
N
G
S
:
C
O
N
T
R
A
C
T
O
R
S
S
H
A
L
L
V
E
R
I
F
Y
A
N
D
B
E
R
E
S
P
O
N
S
I
B
L
E
F
O
R
A
L
L
D
I
M
E
N
S
I
O
N
S
A
N
D
C
O
N
D
I
T
I
O
N
S
O
N
T
H
E
J
O
B
A
N
D
T
H
I
S
OF
F
I
C
E
M
U
S
T
B
E
N
O
T
I
F
I
E
D
O
F
A
N
Y
V
A
R
I
A
T
I
O
N
F
R
O
M
T
H
E
D
I
M
E
N
S
I
O
N
S
A
N
D
C
O
N
D
I
T
I
O
N
S
S
H
O
W
N
B
Y
T
H
E
S
E
D
R
A
W
I
N
G
S
.