HomeMy WebLinkAboutAPPROVED TSP98412 plans stamp 9 28 2021(1)FLAT
FLAT
FLAT
SYSTEM CAPACITY: 8.14 KW DC / 6.38 KW AC
PV PANELS: (22) SIL-TITAN 370 NX (66 CELL)
BY SIL-FAB
COMBINER: (1) IQ COMBINER 3 BY ENPHASE
INVERTER: (22) IQ7 PLUS MICROINVERTER BY
ENPHASE
RACKING SYSTEM: CROSS RAIL SYSTEM 44-X
BY K2 SYSTEMS
COVER SHEET
C-1
1
PROJECT LATITUDE
PROJECT LONGITUDE
WIND EXPOSURE
MIN AMBIENT TEMP
MAX AMBIENT TEMP
AHJ
27.412594
-80.346542
º C
DESIGN WIND SPEED
PROJECT DESCRIPTION
C-1 COVER SHEET
E-1
E-2
S-1
S-2
D-1 PV MODULES DATA SHEET
GENERAL NOTES
B
159
ST. LUCIE COUNTY
D-2
D-3
SMART MONITORING DATA SHEET
INVERTER DATA SHEET
RACKING PLAN
SAFETY LABELS
STRUCTURAL PLAN
ONE LINE RISER DIAGRAM
35
0
º C
MPH
C-2 SAFETY PLANS
ROOF PLAN VIEW / BOS LOCATION1N.T.S.
LOCATION MAP / WIND ZONES2N.T.S.
IRRADIANCE MAP3N.T.S.
3D RENDERING4N.T.S.
DRAWINGS INDEX
PROJECT INFORMATION
NORTH
OF 10
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(813) 982 -9001
#EC13008093
CONTRACTOR CONTACT INFORMATION
REV DESCRIPTION
CONTRACTOR LOGODATEENGINEERING STAMPENGINEER CONTACT INFORMATION
C.A.32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
833 - 888 - 3644
SHARON MOSHER
09-20-2021
4026 GREENWOOD DRIVE
FORT PIERCE, FL 34982 SHEET TITLE:
SHEETS:
ENG. RAFAEL A. GONZALEZ SOTO, PE
SHEET NAME:
PROJECT ADDRESS:
CUSTOMER:
ENGINEER OF RECORD:
DATE:
2421-702-0014-000-5
PARCEL NUMBER:
PROJECT ID:
TSP98412
DOCUMENT CONTROL
09-27-2021 ENGIPARTNERS LLC TITAN SOLAR POWER FLISSUED FOR PERMIT
CAD QC
RC RR
DATE CAD QC
PER FL. STATUTE 377.705 (REVISED 7/1/2017), I RAFAEL A. GONZALEZ
SOTO, P.E. 83104 AN ENGINEER LICENSED PURSUANT TO CHAPTER
471, CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL
COMPONENTS ARE DESIGNED AND APPROVED USING THE
STANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE
FLORIDA BUILDING CODE.
APPLICABLE CODES: 2020 FLORIDA BUILDING CODE 7TH EDITION,
ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER
STRUCTURES, FFPC 7TH EDITION, NFPA 2018, NFPA 70 AND NEC 2017.
CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE
INSTALLED AND SEALED PER 2020 FLORIDA BUILDING CODE 7TH
EDITION OR LOCAL GOVERNING CODE.
ALL WIRING METHODS AND INSTALLATION PRACTICES SHALL
CONFORM TO THE NATIONAL ELECTRICAL CODE (NEC) 2017, LOCAL
STATE CODES, AND OTHER APPLICABLE LOCAL CODES. MEANS
SHALL BE PROVIDED TO DISCONNECT ALL CURRENT CARRYING
CONDUCTORS OF THE PHOTOVOLTAIC POWER SOURCE FROM ALL
OTHER CONDUCTORS IN THE BUILDING. CONNECTORS TO BE
TORQUED PER DEVICE LISTING, OR MANUFACTURERS
RECOMMENDATIONS. NON-CURRENT CARRYING METAL PARTS SHALL
BE CHECKED FOR PROPER GROUNDING.
REQUIRED SAFETY SIGNS AND LABELS SHALL BE PERMANENTLY
ATTACHED BY ADHESIVE, OR OTHER MECHANICAL MEANS, LABELS
SHALL COMPLY WITH ARTICLE 690 VI OF THE NEC 2017 OR OTHER
APPLICABLE STATE AND LOCAL CODES. SEE LABELS AND MARKING
PAGE FOR MORE INFORMATION.
RACKING ROOF MOUNT SYSTEM SHALL BE INSTALLED FOLLOWING
MANUFACTURERS INSTRUCTION SPEC'S, INCLUDING ALL GROUNDING
WEEB CLIPS, GROUND LUGS, AND RAIL SPLICE KITS FOR ELECTRICAL
CONTINUITY.
MECAWIND TOOL IS BASED ON THE C&C WIND LOADS FOR ENCLOSED
BUILDINGS. DESIGN WIND PRESSURES ARE CALCULATED USING
ASCE 7-16 EQUATION 30.6-1. ALL NOTES IN FIGURES ASCE 7-16 30.4-1
AND 30.4-2(A,B AND /67C) HAVE BEEN INCORPORATED. MEAN ROOF
HEIGHT MUST BE LESS THAN 60 FEET."PRO
P
E
RT
Y
SI
D
E F
A
CI
N
G
ST
R
E
ET"
PV DISCONNECT
IQ COMBINER BOX
EXISTING ELECTRICAL METER
D-4 GATEWAY DATA SHEET
N
O
R
T
H
FLAT
FLAT
FLAT
SAFETY PLAN
C-2
OF 10
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(813) 982 -9001
#EC13008093
CONTRACTOR CONTACT INFORMATION
REV DESCRIPTION
CONTRACTOR LOGODATEENGINEERING STAMPENGINEER CONTACT INFORMATION
C.A.32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
833 - 888 - 3644
SHARON MOSHER
09-20-2021
4026 GREENWOOD DRIVE
FORT PIERCE, FL 34982 SHEET TITLE:
SHEETS:
ENG. RAFAEL A. GONZALEZ SOTO, PE
SHEET NAME:
PROJECT ADDRESS:
CUSTOMER:
ENGINEER OF RECORD:
DATE:
2421-702-0014-000-5
PARCEL NUMBER:
PROJECT ID:
TSP98412
DOCUMENT CONTROL
09-27-2021 ENGIPARTNERS LLC TITAN SOLAR POWER FLISSUED FOR PERMIT
CAD QC
RC RR
DATE CAD QC
NOTES:
1.INSTALLERS SHALL DRAW IN DESIGNATED SAFETY AREA AROUND HOME
2.INSTALLERS SHALL UPDATE NAME ADDRESS AND PHONE NUMBER OF NEAREST
URGENT CAR FACILITY RELATIVE TO THE SITE BEFORE STARTING WORK
NAME:
LOCATION OF NEAREST URGENT CARE FACILITY
ADDRESS:
PHONE NUMBER:
SAFETY PLAN1N.T.S.
"PROPERTY SIDE FACING STREET"
PV DISCONNECT
IQ COMBINER BOX
EXISTING ELECTRICAL METER
2
2P-20A
2P-20AJB
NEMA3R ENVOY
GATEWAY 2
8
9
40A
7
4 5 6
200A
12
1 #6 THWN-2
GROUND
NEW UNDERGROUND SERVICE
240V/120V 225A BUS BAR
3 #3/0 THWN-2
INVERTER TOTAL OUTPUT: 26.62A
SAFETY RATING (125%): 33.275A
TOTAL PV SYSTEM OCPD: 40A
MAIN BREAKER RATING: 200A
BUS BAR RATING: 225A
120% BACKFEED RATING: 70A
METER
13
11
9
FUSED
200A
9
10
A1.1 A1.2 A1.3 A1.4 A1.5 A1.6 A1.7 A1.8 A1.9 A1.10 A1.11
BRANCH #1
2
1
A2.1 A2.2 A2.3 A2.4 A2.5 A2.6 A2.7 A2.8 A2.9 A2.10 A2.11
BRANCH #2
2
1
PV RAILS TO BE BONDED WITH #8 BARE WIRE
3
LEGEND:
1
4
7
10
2
5
8
11
3
6
9
12
NEMA 3R JUNCTION BOX
PV INTERCONNECTION POINT - LOAD SIDEPV SYSTEM DISCONNECT RATED 200A
NEW UTILITY ELECTRICAL SERVICE
IQ7+ MICROINVERTER BY ENPHASE
REFER TO D-3 SHEET
2 #8 L1,L2 THWN-2
1 #8 THWN-2 NEUTRAL
1 #8 THWN-2 GROUND
3/4" EMT CONDUIT
4 #10 THWN-2
1 #8 THWN-2 GROUND
3/4" EMT CONDUIT
IQ COMBINER BOX BY ENPHASE
REFER TO D-2 SHEET
2 IQ CABLE BY ENPHASE
1 #8 BARED WIRE GROUND
(22) SIL-TITAN 370 NX (66 CELL) BY SIL-FAB
REFER TO D-1 SHEET
2 #2/0 L1,L2 THWN-2
1 #2/0 THWN-2 NEUTRAL
1 #6 THWN-2 GROUND
1 1/2" EMT CONDUIT
TESLA GATEWAY 2
13 14 15 NOT USED
INTERIOR SUB-PANEL RATED 125A
NOT USED
WIRE SIZES, QUANTITY & TYPE RACEWAY SIZE, TYPE, LOCATION & INFO.WIRE AMPACITY CALCULATIONS ADDITIONAL INFORMATION
WIRE TAG CONDUCTOR
QTY. SIZE & TYPE
NEUTRAL QTY.
SIZE & TYPE
GROUND
QTY. SIZE & TYPE
RACEWAY
SIZE & TYPE
RACEWAY
LOCATION
RACEWAY HEIGHT
ABOVE ROOF
OUTPUT
CURRENT
125% OF
OUTPUT
CURRRENT
MIN
OCPD
WIRE DE-RATED CALCULATION
DIST.VOLTAGE VOLTAGE
DROP %
CONDUIT
FILL %WIRE
RATING
AMBIENT
TEMP
# OF
COND.
FINAL
AMPACITY
AC.1 (BEFORE JB)
AC.2(FROM JB TO COMBINER BOX)
AC.3(FROM COMBINER BOX TO
SERVICE)
(2) IQ CABLE BY ENPHASE
(4) #10 AWG THWN-2
(2) #2/0AWG THWN-2
N/A
N/A
(1) #2/0 AWG THWN-2
(1) #8 AWG BARE COPPER
(1) #8 AWG THWN-2
(1) #6 AWG THWN-2
NOT APPLICABLE
3/4" EMT CONDUIT
1 1/2" EMT CONDUIT
UNDER ARRAY
ABOVE ROOF
EXTERIOR WALL
1/2" TO 3-1/2"
1/2" TO 3-1/2"
"N/A"
13A
13A
26.62A
16.25A
16.25A
33.275A
20A
20A
40A
30A X 0.76 X 1 = 22.8 A
40A X 0.76 X 0.8 = 24.3 A
195A X 0.76 X 1 = 148.2 A
10 FT.
20 FT.
5 FT.
350V
350V
240V
0.11%
0.21%
0.1%
6.4%
8.1%
7.7%
OF 10
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(813) 982 -9001
#EC13008093
CONTRACTOR CONTACT INFORMATION
REV DESCRIPTION
CONTRACTOR LOGODATEENGINEERING STAMPENGINEER CONTACT INFORMATION
C.A.32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
833 - 888 - 3644
SHARON MOSHER
09-20-2021
4026 GREENWOOD DRIVE
FORT PIERCE, FL 34982 SHEET TITLE:
SHEETS:
ENG. RAFAEL A. GONZALEZ SOTO, PE
SHEET NAME:
PROJECT ADDRESS:
CUSTOMER:
ENGINEER OF RECORD:
DATE:
2421-702-0014-000-5
PARCEL NUMBER:
PROJECT ID:
TSP98412
DOCUMENT CONTROL
09-27-2021 ENGIPARTNERS LLC TITAN SOLAR POWER FLISSUED FOR PERMIT
CAD QC
RC RR
DATE CAD QC ONE LINE RISER DIAGRAM
E-1
3
ONE LINE RISER DIAGRAM1N.T.S.
CAUTION
PHOTOVOLTAIC SYSTEM CIRCUIT IS LOAD SIDE
LABEL LOCATION:
AC DISCONNECT,
POINT OF INTERCONNECTION
PER CODE: NEC 690.13 (B)
LABEL LOCATION:
AC DISCONNECT, MAIN PANEL
PER CODE: NEC 110.27 (C)
OSHA 1910.145(f)(7)
WARNING
ELECTRICAL SHOCK HAZARD
TERMINALS ON BOTH LINE AND
LOAD SIDES MAY BE ENERGIZED
IN THE OPEN POSITION
WARNING
TURN OFF PHOTOVOLTAIC
AC DISCONNECT PRIOR TO
WORKING INSIDE PANEL
DO NOT DISCONNECT
UNDER LOAD
WARNING
POWER SOURCE OUTPUT CONNECTION. DO NOT
RELOCATE THIS OVERCURRENT DEVICE
WARNING: PHOTOVOLTAIC
POWER SOURCE
CAUTION: SOLAR ELECTRIC
SYSTEM CONNECTED
PHOTOVOLTAIC
SYSTEM EQUIPPED
WITH RAPID SYSTEM
SHUTDOWN
MAIN PHOTOVOLTAIC
SYSTEM DISCONNECT LABEL LOCATION: POINT OF INTERCONNECTION
PER CODE: NEC 690.15, NEC 690.13(B)
WARNING
SECOND SOURCE IS PHOTOVOLTAIC SYSTEM
DUAL POWER SOURCE
PHOTOVOLTAIC AC DISCONNECT
RATED AC OUTPUT CURRENT:
NOMINAL OPERATING AC VOLTAGE:
26.62 A
240V
MAXIMUM VOLTAGE
MAXIMUM CIRCUIT CURRENT
MAX RATED OUTPUT CURRENT OF
THE CHARGE CONTROLLER OR DC-TO-DC
CONVERTER
(IF INSTALLED)
60 VDC
15.73 A
INVERTER #1
240 V
60 HZ
MAXIMUM AC POWER
NOMINAL OPERATING AC FREQUENCY
MAXIMUM AC CURRENT
NOMINAL OPERATING AC VOLTAGE
6.38KW
26.62 A
MAX OVERCURRENT DEVICE RATING
FOR AC MODULE PROTECTION 20 A
N/A
LABEL LOCATION:
AC DISCONNECT
PER CODE: NEC 690.13 (B)
LABEL LOCATION:
MAIN SERVICES DISCONNECT, DC CONDUIT
PER CODE: NEC 690.31 (G) (3)
LABEL LOCATION:
INVERTER
PER CODE: NEC 690.53
LABEL LOCATION:
AC DISCONNECT
PER CODE: NEC 690.54
LABEL LOCATION:
INVERTER
PER CODE: NEC 690.52
LABEL LOCATION:
MAIN SERVICE PANEL
PER CODE: NEC 690.45(B)(5)
LABEL LOCATION:
POINT OF
INTERCONNECTION
PER CODE: NEC 705.12 (B)(3)
LABEL LOCATION:
POINT OF
INTERCONNECTION
PER CODE: NEC
705.12(B)(2)(3)(b)
LABEL LOCATION:
POINT OF
INTERCONNECTION
PER CODE:
NEC 690.33(E)(2) & NEC
690.15 (C)
SOLAR PV SYSTEM EQUIPPED
WITH RAPID SHUTDOWN
SOLAR ELECTRIC
PV PANELS
LABEL LOCATION:
AC DISCONNECT, MAIN PANEL
PER CODE: NEC 690.56(C)(3)
LABEL LOCATION:
AC DISCONNECT
POINT OF INTERCONNECTION
PER CODE: NEC 690.56(C)
TURN RAPID SHUTDOWN
SWITCH TO THE "OFF"
POSITION TO
SHUT DOWN PV SYSTEM
AND REDUCE SHOCK
HAZARD IN THE ARRAY.
EMERGENCY RESPONDER
THIS SOLAR PV SYSTEM IS
EQUIPPED WITH RAPID SHUTDOWN
SOLAR ELECTRIC
PV PANELS
LABEL LOCATION:
AC DISCONNECT, MAIN PANEL
PER CODE: FFPC 7TH EDITION: 11.12.2.1.1.1.1
TURN RAPID SHUTDOWN
SWITCH TO THE "OFF"
POSITION TO SHUT DOWN
THE ENTIRE PV SYSTEM.
SAFETY LABELS
E-2
4 OF 10
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(813) 982 -9001
#EC13008093
CONTRACTOR CONTACT INFORMATION
REV DESCRIPTION
CONTRACTOR LOGODATEENGINEERING STAMPENGINEER CONTACT INFORMATION
C.A.32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
833 - 888 - 3644
SHARON MOSHER
09-20-2021
4026 GREENWOOD DRIVE
FORT PIERCE, FL 34982 SHEET TITLE:
SHEETS:
ENG. RAFAEL A. GONZALEZ SOTO, PE
SHEET NAME:
PROJECT ADDRESS:
CUSTOMER:
ENGINEER OF RECORD:
DATE:
2421-702-0014-000-5
PARCEL NUMBER:
PROJECT ID:
TSP98412
DOCUMENT CONTROL
09-27-2021 ENGIPARTNERS LLC TITAN SOLAR POWER FLISSUED FOR PERMIT
CAD QC
RC RR
DATE CAD QC
PV SAFETY LABELS DATA1N.T.S.
N
O
R
T
H
IQ COMBINER BOX
PV DISCONNECT
EXISTING ELECTRIC METER
FLAT
FLAT
4'-3"
4'-3"
OBS
OBS
OBS
OBS
OBS
OBS
OBS
ARRAY A
TILT=12º
AZIMUTH= 319º (NW)
SOLAR MODULE
- TYP. SEE D-1
ROOF MOUNTS
LOCATED AT CENTER
OF ROOF TRUSS - TYP.
WOOD TRUSSES/RAFTERS
LOCATION - INSTALLER
MUST VERIFY IN FIELD
A1.1
A1.11A2.1
A2.11
EXT.EXT.
EXT.EXT.
EXT.EXT.
FLAT
72.13"
39.4"
SIL-TITAN
370 NX
(66 CELL)
NOTES:
-INSTALL MID CLAMPS BETWEEN
MODULES AND ENDS CLAMPS AT THE
END OF EACH ROW OF MODULES.
-ALUMINUM RAILS SHOULD ALWAYS BE
SUPPORTED BY MORE THAN ONE
FOOTING ON BOTH SIDES OF THE
SPLICE.
UL 1703 CERTIFIED
MAX. DESIGN LOAD: 79.3 psf
APPLIED WIND LOAD : 53.04 psf
RISK CATEGORY
ZONES
(PSF)
PRESSURES
SPAN
(FT)
MAX.
CANTI-
LEVER (IN)
MAX.
EXPOSURE CATEGORY
ROOF SLOPE (°)
ROOF TYPE
ULTIMATE WIND SPEED
DESIGN WIND SPEED
mph
mph
PRESSURE ZONE:
MEAN ROOF HEIGHT:
PERIMETER WIDTH:
KD
KZT
KH
VELOCITY PRESSURE (q) = 0.60*0.00256* KHKZTKDV2
VELOCITY PRESSURE (ASD)
TOTAL ROOF AREA sq.-ft
sq.-ft
TOTAL MODULES:
TOTAL PHOTOVOLTAIC AREA:
WIND LOAD (PSF):
TOTAL WIND LOAD (LBS):
TOTAL ROOF MOUNTS:
TENSION FORCE PER MOUNT (LBS):
INTERNAL PRESSURE COEFFICIENT 0.18
175
159
II
B
12
GABLED
1&2
10.85
4.34
0.85
1.0
0.575
18.97
3,524.19
22
434.18
53.04
23,029.04
76
303.01
-
-
-
-
-
-
'
'
'
'
'
'
"
"
"
"
"
"
MATERIAL ROOF TYPE
ARRAY EQUALIZATION
FACTOR: a = 0.8
(PSF)
INTERIOR
PRESSURES
(PSF)
EXTERIOR
PRESSURES
30.35
30.35
45.53
45.53
45.53
54.63
45.53
45.53
68.29
68.29
68.29
81.95
1
2r
2e
2n
3e
3r
EXTERIOR EDGE
FACTOR: E = 1.5
INTERIOR EDGE
FACTOR: E = 1.0
EXTERNAL PRESSURE COEFFICIENT Z1
EXTERNAL PRESSURE COEFFICIENT Z2e
EXTERNAL PRESSURE COEFFICIENT Z2n
EXTERNAL PRESSURE COEFFICIENT Z2r
EXTERNAL PRESSURE COEFFICIENT Z3e
EXTERNAL PRESSURE COEFFICIENT Z3r
0.7
0.7
0.7
0.7
0.7
0.7
-2.0
-2.0
-3.0
-3.0
-3.0
-3.6
-
-
-
-
-
-
-
-
-
-
-
-
2
2
2
2
2
2
8
8
8
8
8
8
41.35
41.35
60.32
60.32
60.32
71.71
METAL
WORST CASE MODULE:
ZONE 1: 67%
ZONE 2r: 33%
45.53(0.67) + 68.29(0.33) = 53.04 psf
OBS ROOF OBSTRUCTIONS
PV MODULES
TRUSSES OR RAFTERS
ROOF MOUNTS
ROOF SLOPE
XX.X
ARRAY #
STRING #
MODULE #
& RAIL
EXTERIOR PV MODULEEXT.
STRUCTURAL PLAN
S-1
5 OF 10
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(813) 982 -9001
#EC13008093
CONTRACTOR CONTACT INFORMATION
REV DESCRIPTION
CONTRACTOR LOGODATEENGINEERING STAMPENGINEER CONTACT INFORMATION
C.A.32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
833 - 888 - 3644
SHARON MOSHER
09-20-2021
4026 GREENWOOD DRIVE
FORT PIERCE, FL 34982 SHEET TITLE:
SHEETS:
ENG. RAFAEL A. GONZALEZ SOTO, PE
SHEET NAME:
PROJECT ADDRESS:
CUSTOMER:
ENGINEER OF RECORD:
DATE:
2421-702-0014-000-5
PARCEL NUMBER:
PROJECT ID:
TSP98412
DOCUMENT CONTROL
09-27-2021 ENGIPARTNERS LLC TITAN SOLAR POWER FLISSUED FOR PERMIT
CAD QC
RC RR
DATE CAD QC
STRUCTURAL ROOF PLAN & PV MODULES LAYOUT1N.T.S.
SOLAR MODULE
ROOF INSPECTION NOTE:
PV MODULE IN LAYOUT IS CONSIDERED NON-EXPOSED AFTER
COMPLYING WITH THE FOLLOWING STATEMENTS BASED ON
ASCE7-16:
-NO INDIVIDUAL PV MODULE IS MORE THAN 0.5(MEAN ROOF
HEIGHT) AWAY FROM ROOF EDGE OR ANOTHER MODULE.
-NO INDIVIDUAL PV MODULE IS MORE THAN 4 FT AWAY FROM
ROOF EDGE OR ANOTHER MODULE.
-INDIVIDUAL PV MODULE IS MORE THAN 1.5(MODULE LENGTH)
AWAY FROM CLOSEST EXPOSED EDGE
ASCE 7.16 - 29.4-7
DESIGNED WIND PRESSURES:
p = qh (GCp)(E)( a)
ROOF'S GENERAL NOTES:
1- CONTRACTOR/INSTALLER TO VERIFY ROOF CONDITIONS
FOR PROPER INSTALLATION OF THE PV SYSTEM.
2- CONTRACTOR/INSTALLER TO NOTIFY THE OWNER
IMMEDIATELY OF ANY ROOF DEFICIENCIES AND/OR REPAIR
REQUIRED TO INSTALL THE PV SYSTEM.
3- EOR DOES NOT ASSUME ANY RESPONSIBILITY FOR THE
INSTALLATION OF ANY PV SYSTEM ON DEFICIENT ROOFS.
4-CONTRACTOR/INSTALLER ASSUMES ALL RESPONSIBILITY TO
INSTALL AS PER MANUFACTURER STANDARDS.
WEIGHTED AVERAGE
LEGEND & SYMBOLS
METAL ROOF MOUNT DETAIL & DATA1 N.T.S.
Notes: (1) Thread must be embedded in the side grain of a Trusses or
other structural member integral with the building structure.
(2)Lag Bolts must be located in the middle third of the structural
member.
(3)These values are not valid for wet services.
(4)This table does not include shear capacities. If necessary, contact
a local engineer to specify lag bolt size with regard to shear forces.
(5)Install lag bolts with head ad washer flush to surface (no gap). Do
nor over-torque.
(6)Withdrawal design values for lag screw connections shall be
multiplied by applicable adjustment factors if necessary.
Spruce, Pine,Per inch Thread Depth 266lbs
SS Lag Bolt 5/16" x 4"Min. Thread Depth 0'-3"
Wood Strength x Thread Depth = Pull Out Strength
266 lbs. x 3 in = 798 lbs.
Allowable Pull Out Strength per Lag Bolt 798 lbs.
Max. Pull Out Strength Required per Lag Bolt 303.01
Lag Bolt Pull Out Strength Safety Factor 2.63
S-5 BRACKET PULL OUT CALCULATIONS
DISTRIBUTED LOAD CALCULATIONS
PV MODULES & RACKING WEIGHT = (INDIVIDUAL MODULE WEIGHT
+ 3.5 LBS) * (MODULE QTY) = (47.9 LBS) * (22) = 1,053.8 LBS
PER SQUARE FEET (PSF) ARRAY LOAD = PV MODULES & RACKING
WEIGHT / TOTAL ARRAY AREA = 1,053.8 LBS / 434.18 SQFT
= 2.43 PSF
HENCE, ROOF WILL CARRY THE ADDITIONAL SOLAR SYSTEM
LOAD
K2 CROSSRAIL
STANDARD RAIL
SOLAR
MODULE
5/16" Ø - 18 X 1 - 1/4"
S.S. FLANGE BOLT
L FOOT
S-5-SOLARFOOT
ATTACHEMENT
<25% MODULE LENGTH TYP.
"A"CROSSRAIL YETI END CLAMP
13MM HEX BOLT
LOCK WASHER
K2 SYSTEM 44-X Portrait 72-Cell
Ground
Snow Load
Exposure
Category Panel Angle
Wind Speed 160 mph
Roof Zone 1'1 2e 2r 2n 3e 3r
0 psf B 7 to 20
Array Interior 58 58 58 47 47 47 43
Array Edge 47 47 47 38 38 38 35
OF 10
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(813) 982 -9001
#EC13008093
CONTRACTOR CONTACT INFORMATION
REV DESCRIPTION
CONTRACTOR LOGODATEENGINEERING STAMPENGINEER CONTACT INFORMATION
C.A.32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
833 - 888 - 3644
SHARON MOSHER
09-20-2021
4026 GREENWOOD DRIVE
FORT PIERCE, FL 34982 SHEET TITLE:
SHEETS:
ENG. RAFAEL A. GONZALEZ SOTO, PE
SHEET NAME:
PROJECT ADDRESS:
CUSTOMER:
ENGINEER OF RECORD:
DATE:
2421-702-0014-000-5
PARCEL NUMBER:
PROJECT ID:
TSP98412
DOCUMENT CONTROL
09-27-2021 ENGIPARTNERS LLC TITAN SOLAR POWER FLISSUED FOR PERMIT
CAD QC
RC RR
DATE CAD QC RACKING PLAN
S-2
6
PV MODULES DATA SHEET
D-1
7 OF 10
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(813) 982 -9001
#EC13008093
CONTRACTOR CONTACT INFORMATION
REV DESCRIPTION
CONTRACTOR LOGODATEENGINEERING STAMPENGINEER CONTACT INFORMATION
C.A.32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
833 - 888 - 3644
SHARON MOSHER
09-20-2021
4026 GREENWOOD DRIVE
FORT PIERCE, FL 34982 SHEET TITLE:
SHEETS:
ENG. RAFAEL A. GONZALEZ SOTO, PE
SHEET NAME:
PROJECT ADDRESS:
CUSTOMER:
ENGINEER OF RECORD:
DATE:
2421-702-0014-000-5
PARCEL NUMBER:
PROJECT ID:
TSP98412
DOCUMENT CONTROL
09-27-2021 ENGIPARTNERS LLC TITAN SOLAR POWER FLISSUED FOR PERMIT
CAD QC
RC RR
DATE CAD QC
SMART MONITORING DATA SHEET
D-2
8 OF 10
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(813) 982 -9001
#EC13008093
CONTRACTOR CONTACT INFORMATION
REV DESCRIPTION
CONTRACTOR LOGODATEENGINEERING STAMPENGINEER CONTACT INFORMATION
C.A.32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
833 - 888 - 3644
SHARON MOSHER
09-20-2021
4026 GREENWOOD DRIVE
FORT PIERCE, FL 34982 SHEET TITLE:
SHEETS:
ENG. RAFAEL A. GONZALEZ SOTO, PE
SHEET NAME:
PROJECT ADDRESS:
CUSTOMER:
ENGINEER OF RECORD:
DATE:
2421-702-0014-000-5
PARCEL NUMBER:
PROJECT ID:
TSP98412
DOCUMENT CONTROL
09-27-2021 ENGIPARTNERS LLC TITAN SOLAR POWER FLISSUED FOR PERMIT
CAD QC
RC RR
DATE CAD QC
INVERTER DATA SHEET
D-3
9 OF 10
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(813) 982 -9001
#EC13008093
CONTRACTOR CONTACT INFORMATION
REV DESCRIPTION
CONTRACTOR LOGODATEENGINEERING STAMPENGINEER CONTACT INFORMATION
C.A.32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
833 - 888 - 3644
SHARON MOSHER
09-20-2021
4026 GREENWOOD DRIVE
FORT PIERCE, FL 34982 SHEET TITLE:
SHEETS:
ENG. RAFAEL A. GONZALEZ SOTO, PE
SHEET NAME:
PROJECT ADDRESS:
CUSTOMER:
ENGINEER OF RECORD:
DATE:
2421-702-0014-000-5
PARCEL NUMBER:
PROJECT ID:
TSP98412
DOCUMENT CONTROL
09-27-2021 ENGIPARTNERS LLC TITAN SOLAR POWER FLISSUED FOR PERMIT
CAD QC
RC RR
DATE CAD QC
GATEWAY DATA SHEET
D-4
10 OF 10
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(813) 982 -9001
#EC13008093
CONTRACTOR CONTACT INFORMATION
REV DESCRIPTION
CONTRACTOR LOGODATEENGINEERING STAMPENGINEER CONTACT INFORMATION
C.A.32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
833 - 888 - 3644
SHARON MOSHER
09-20-2021
4026 GREENWOOD DRIVE
FORT PIERCE, FL 34982 SHEET TITLE:
SHEETS:
ENG. RAFAEL A. GONZALEZ SOTO, PE
SHEET NAME:
PROJECT ADDRESS:
CUSTOMER:
ENGINEER OF RECORD:
DATE:
2421-702-0014-000-5
PARCEL NUMBER:
PROJECT ID:
TSP98412
DOCUMENT CONTROL
09-27-2021 ENGIPARTNERS LLC TITAN SOLAR POWER FLISSUED FOR PERMIT
CAD QC
RC RR
DATE CAD QC