HomeMy WebLinkAboutTSP106239 ISABELLA DICHARD 01 31 2022 STAMPED 01 31 2022PV STRING INVERTER #1
PV DISCONNECT
EXISTING ELECTRIC METER
FLAT
SYSTEM CAPACITY: 5.14 KW DC / 5.0 KW AC
PV PANELS: (13) Q. PEAK DUO BLK
ML-G10+395 BY Q CELL
OPTIMIZERS: (13) P505 BY SOLAREDGE
INVERTER: (1) SE5000H-US BY SOLAREDGE
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
27.551839
-80.393079
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
157
ST LUCIE
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 9
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
ISABELLA DICHARD
11-15-21
6709 SANTA CLARA BLVD
FORT PIERCE, FL 34951 SHEET TITLE:
SHEETS:
ENG. RAFAEL A. GONZALEZ SOTO, PE
SHEET NAME:
PROJECT ADDRESS:
CUSTOMER:
ENGINEER OF RECORD:
DATE:
1301-611-0380-000-0
PARCEL NUMBER:
PROJECT ID:
TSP106239
DOCUMENT CONTROL
11-17-21 ENGIPARTNERS LLC TITAN SOLAR POWER FLISSUED FOR PERMIT
CAD QC
TS DM
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.
"PROPERTY SIDE FACING STREET"
1
1
1
UPDATED LAYOUT AS REQUESTED1 1-28-22 JH NT
NORTH
PV STRING INVERTER #1
PV DISCONNECT
EXISTING ELECTRIC METER
FLAT
SAFETY PLAN
C-2
OF 9
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
ISABELLA DICHARD
11-15-21
6709 SANTA CLARA BLVD
FORT PIERCE, FL 34951 SHEET TITLE:
SHEETS:
ENG. RAFAEL A. GONZALEZ SOTO, PE
SHEET NAME:
PROJECT ADDRESS:
CUSTOMER:
ENGINEER OF RECORD:
DATE:
1301-611-0380-000-0
PARCEL NUMBER:
PROJECT ID:
TSP106239
DOCUMENT CONTROL
11-17-21 ENGIPARTNERS LLC TITAN SOLAR POWER FLISSUED FOR PERMIT
CAD QC
TS DM
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.
2
"PROPERTY SIDE FACING STREET"
1
UPDATED LAYOUT AS REQUESTED1 1-28-22 JH NT
6
JB
NEMA3R
3 4 5
6PV RAILS TO BE BONDED WITH #8 BARE WIRE
1 A1.1
1 A2.1
A1.2 A1.3 A1.4 A1.5 A1.6 A1.7
A2.1 A2.2 A2.3 A2.4 A2.5 A2.6
STRING #1
STRING #2
2
EXISTING OVERHEAD SERVICE
240V/120V 200A BUS BAR
3 #2/0 THWN-2
INVERTER TOTAL OUTPUT: 21A
SAFETY RATING (125%): 26.25A
TOTAL PV SYSTEM OCPD: 30A
MAIN BREAKER RATING: 200A
BUS BAR RATING: 200A
120% BACKFEED RATING: 40A
METER200A
1 #4 THWN-2 GROUND
9
10
7
8
FUSED
30A
LEGEND:
1
4
7
10
2
5
8
11
3
6
9
12 NOT USED
PV SYSTEM DISCONNECT FUSED RATED FOR 30A
UTILITY ELECTRICAL SERVICE
4 #10 THWN-2
1 #8 THWN-2 GROUND
3/4" EMT CONDUIT
4 #10 PV WIRE
1 #8 BARE WIRE GROUND
3/4" EMT CONDUIT
2 #6 L1,L2 THWN-2
1 #6 THWN-2 NEUTRAL
3/4" EMT CONDUIT
NOT USED
2 #6 L1,L2 THWN-2
1 #6 THWN-2 NEUTRAL
1 #8 THWN-2 GROUND
3/4" EMT CONDUIT
NEMA3R JUNCTION BOX
PV INTERCONNECTION POINT - LINE SIDE
SE5000H-US BY SOLAREDGE
REFER TO D-3 SHEET
(13) Q. PEAK DUO BLK ML-G10+395 BY Q. CELL
REFER TO D-1 SHEET
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
DC (BEFORE JB)
DC (AFTER JB)
AC (INVERTER TO METER)
(4) #10 AWG PV WIRE
(4) #10 AWG THWN-2
(2) #6 AWG THWN-2
N/A
N/A
(1)#6AWG THWN-2
(1) #8 AWG BARE COPPER
(1) #8 AWG THWN-2
(1) #8 AWG THWN-2
NOT APPLICABLE
3/4" EMT CONDUIT
3/4" EMT CONDUIT
UNDER ARRAY
ABOVE ROOF
EXTERIOR WALL
1/2" TO 3-1/2"
1/2" TO 3-1/2"
"N/A"
15A
15A
21A
18.8A
18.8A
26.25A
20A
20A
30A
40A X 0.76 X 1 = 30.4 A
40A X 0.76 X 0.8 = 24.3 A
40A X 0.76 X 1 =30.4 A
10 FT.
20 FT.
5 FT.
350V
350V
240V
0.11%
0.21%
0.1%
6.4%
8.1%
7.7%
OF 9
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
ISABELLA DICHARD
11-15-21
6709 SANTA CLARA BLVD
FORT PIERCE, FL 34951 SHEET TITLE:
SHEETS:
ENG. RAFAEL A. GONZALEZ SOTO, PE
SHEET NAME:
PROJECT ADDRESS:
CUSTOMER:
ENGINEER OF RECORD:
DATE:
1301-611-0380-000-0
PARCEL NUMBER:
PROJECT ID:
TSP106239
DOCUMENT CONTROL
11-17-21 ENGIPARTNERS LLC TITAN SOLAR POWER FLISSUED FOR PERMIT
CAD QC
TS DM
DATE CAD QC ONE LINE RISER DIAGRAM
E-1
3
ONE LINE RISER DIAGRAM1N.T.S.
1
1
UPDATED LAYOUT AS REQUESTED1 1-28-22 JH NT
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:
21 A
240V
MAXIMUM VOLTAGE
MAXIMUM CIRCUIT CURRENT
MAX RATED OUTPUT CURRENT OF
THE CHARGE CONTROLLER OR DC-TO-DC
CONVERTER
(IF INSTALLED)
480 VDC
13.5 A
INVERTER #1
240 V
60 HZ
MAXIMUM AC POWER
NOMINAL OPERATING AC FREQUENCY
MAXIMUM AC CURRENT
NOMINAL OPERATING AC VOLTAGE
5.0 KW
21 A
MAX OVERCURRENT DEVICE RATING
FOR AC MODULE PROTECTION N/A
15 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.
LABEL LOCATION: ADJACENT TO MAIN DISCONNECT
CAUTION
PHOTOVOLTAIC SYSTEM CIRCUIT IS SUPPLY SIDE
SAFETY LABELS
E-2
4 OF 9
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
ISABELLA DICHARD
11-15-21
6709 SANTA CLARA BLVD
FORT PIERCE, FL 34951 SHEET TITLE:
SHEETS:
ENG. RAFAEL A. GONZALEZ SOTO, PE
SHEET NAME:
PROJECT ADDRESS:
CUSTOMER:
ENGINEER OF RECORD:
DATE:
1301-611-0380-000-0
PARCEL NUMBER:
PROJECT ID:
TSP106239
DOCUMENT CONTROL
11-17-21 ENGIPARTNERS LLC TITAN SOLAR POWER FLISSUED FOR PERMIT
CAD QC
TS DM
DATE CAD QC
PV SAFETY LABELS DATA1N.T.S.
SOLAR MODULE
- TYP. SEE D-1
ROOF MOUNTS
LOCATED AT CENTER
OF ROOF TRUSS - TYP.
WOOD TRUSSES/RAFTERS
LOCATION - INSTALLER
MUST VERIFY IN FIELD ARRAY A
TILT=18º
AZIMUTH= 182º (S)
NORTH
PV STRING INVERTER #1
PV DISCONNECT
EXISTING ELECTRIC METER
OBS
OBS OBS
OBS
OBS
3'
3'
FLAT
A1.1
A1.7A2.1
A2.6
EXT.
EXT.EXT.
EXT.EXT.
73.97"
41.14"
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.
Q.PEAK DUO
BLK ML-G10+
395W
UL 1703 CERTIFIED
MAX. DESIGN LOAD: 83.54 psf
APPLIED WIND LOAD : 30.08 psf
-
-
-
-
ULTIMATE WIND SPEED 175 mph
DESIGN WIND SPEED 157 mph
RISK CATEGORY II
EXPOSURE CATEGORY B
ROOF SLOPE (°)18
ROOF TYPE HIPPED
MATERIAL ROOF TYPE
PRESSURE ZONE:1&2
MEAN ROOF HEIGHT:10.5
PERIMETER WIDTH:3.0
KD 0.85
KZT 1.00
KH 0.575
VELOCITY PRESSURE (q) = 0.60*0.00256* KHKZTKDV2
VELOCITY PRESSURE (ASD)18.50
INTERIOR EDGE FACTOR:
E = 1.0
EXTERIOR EDGE
FACTOR: E = 1.5
ARRAY EQUALIZATION
FACTOR:
a =0.8
EXTERNAL PRESSURE COEFFICIENT Z1 0.7 -1.3
EXTERNAL PRESSURE COEFFICIENT Z2e 0.7 -1.8
EXTERNAL PRESSURE COEFFICIENT Z2r 0.7 -2.4
EXTERNAL PRESSURE COEFFICIENT Z3 0.7 -1.8
INTERNAL PRESSURE COEFFICIENT 0.18
ZONES PRESSURES
(PSF)
INTERIOR
PRESSURES
(PSF)
EXTERIOR
PRESSURES
(PSF)
MAX
SPAN
(FT)
MAX
CANTI-
LEVER (IN)
1 27.37 -19.24 -28.86 4 16
2e 36.62 -26.64 -39.96 4 16
2r 47.72 -35.52 -53.28 4 16
3 36.62 -26.64 -39.96 4 16
TOTAL ROOF AREA 1,722.18 sq.-ft
TOTAL MODULES:13
TOTAL PHOTOVOLTAIC AREA:274.57 sq.-ft
WIND LOAD (PSF):30.08
TOTAL WIND LOAD (LBS):8,259.07
TOTAL ROOF MOUNTS:48
TENSION FORCE PER MOUNT (LBS):172.06
'
'
'
'
"
"
"
"
TIN
WORST CASE MODULE:
ZONE 1: 89%
ZONE 2e: 11%
28.86(0.89) + 39.96(0.11) =30.08psf
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 9
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
ISABELLA DICHARD
11-15-21
6709 SANTA CLARA BLVD
FORT PIERCE, FL 34951 SHEET TITLE:
SHEETS:
ENG. RAFAEL A. GONZALEZ SOTO, PE
SHEET NAME:
PROJECT ADDRESS:
CUSTOMER:
ENGINEER OF RECORD:
DATE:
1301-611-0380-000-0
PARCEL NUMBER:
PROJECT ID:
TSP106239
DOCUMENT CONTROL
11-17-21 ENGIPARTNERS LLC TITAN SOLAR POWER FLISSUED FOR PERMIT
CAD QC
TS DM
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
1
1
UPDATED LAYOUT AS REQUESTED1 1-28-22 JH NT
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.
S-5 BRACKET PULL OUT CALCULATIONS
DISTRIBUTED LOAD CALCULATIONS
PV MODULES & RACKING WEIGHT = (INDIVIDUAL MODULE WEIGHT
+ 3.5 LBS) * (MODULE QTY) = (52 LBS) * (13) = 676 LBS
PER SQUARE FEET (PSF) ARRAY LOAD = PV MODULES & RACKING
WEIGHT / TOTAL ARRAY AREA = 676 LBS / 274.57 SQFT
= 2.46 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
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 168.55
Lag Bolt Pull Out Strength Safety Factor 4.73
K2 SYSTEM 44-X Landscape 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 73 73 73 64 64 64 60
Array Edge 64 64 64 54 54 54 49
OF 9
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
ISABELLA DICHARD
11-15-21
6709 SANTA CLARA BLVD
FORT PIERCE, FL 34951 SHEET TITLE:
SHEETS:
ENG. RAFAEL A. GONZALEZ SOTO, PE
SHEET NAME:
PROJECT ADDRESS:
CUSTOMER:
ENGINEER OF RECORD:
DATE:
1301-611-0380-000-0
PARCEL NUMBER:
PROJECT ID:
TSP106239
DOCUMENT CONTROL
11-17-21 ENGIPARTNERS LLC TITAN SOLAR POWER FLISSUED FOR PERMIT
CAD QC
TS DM
DATE CAD QC RACKING PLAN
S-2
6
UPDATED LAYOUT AS REQUESTED1 1-28-22 JH NT
1
PV MODULES DATA SHEET
D-1
7 OF 9
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
ISABELLA DICHARD
11-15-21
6709 SANTA CLARA BLVD
FORT PIERCE, FL 34951 SHEET TITLE:
SHEETS:
ENG. RAFAEL A. GONZALEZ SOTO, PE
SHEET NAME:
PROJECT ADDRESS:
CUSTOMER:
ENGINEER OF RECORD:
DATE:
1301-611-0380-000-0
PARCEL NUMBER:
PROJECT ID:
TSP106239
DOCUMENT CONTROL
11-17-21 ENGIPARTNERS LLC TITAN SOLAR POWER FLISSUED FOR PERMIT
CAD QC
TS DM
DATE CAD QC
SMART MONITORING DATA SHEET
D-2
8 OF 9
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
ISABELLA DICHARD
11-15-21
6709 SANTA CLARA BLVD
FORT PIERCE, FL 34951 SHEET TITLE:
SHEETS:
ENG. RAFAEL A. GONZALEZ SOTO, PE
SHEET NAME:
PROJECT ADDRESS:
CUSTOMER:
ENGINEER OF RECORD:
DATE:
1301-611-0380-000-0
PARCEL NUMBER:
PROJECT ID:
TSP106239
DOCUMENT CONTROL
11-17-21 ENGIPARTNERS LLC TITAN SOLAR POWER FLISSUED FOR PERMIT
CAD QC
TS DM
DATE CAD QC
INVERTER DATA SHEET
D-3
9 OF 9
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
ISABELLA DICHARD
11-15-21
6709 SANTA CLARA BLVD
FORT PIERCE, FL 34951 SHEET TITLE:
SHEETS:
ENG. RAFAEL A. GONZALEZ SOTO, PE
SHEET NAME:
PROJECT ADDRESS:
CUSTOMER:
ENGINEER OF RECORD:
DATE:
1301-611-0380-000-0
PARCEL NUMBER:
PROJECT ID:
TSP106239
DOCUMENT CONTROL
11-17-21 ENGIPARTNERS LLC TITAN SOLAR POWER FLISSUED FOR PERMIT
CAD QC
TS DM
DATE CAD QC