HomeMy WebLinkAboutTSP55277 DENZIL VELARDE 02 01 2021 plans stamp 2 2 2021SYSTEM CAPACITY: 20.13 KW DC / 14.64 KW AC
PV PANELS: (61) Q.PEAK DUO-G5 330W BY Q.CELL
COMBINER: (1) IQ COMBINER 3 BY ENPHASE
INVERTER: (61) IQ7 BY ENPHASE
RACKING SYSTEM: CROSSRAIL 48-XL BY EVEREST
OF 9
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(813) 982 -9001
#EC13008093
CONTRACTOR CONTACT INFORMATION
REV DESCRIPTION
CONTRACTOR LOGO
DATE
ENGINEERING STAMPENGINEER CONTACT INFORMATION
C.A.32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
786 - 393 - 4740
DENZIL VELARDE
10-16-2020
8704 CITRUS PARK BLVD,
FORT PIERCE, FL, 34951 SHEET TITLE:
SHEETS:
ENG. RAFAEL A. GONZALEZ SOTO, PE
SHEET NAME:
PROJECT ADDRESS:
CUSTOMER:
ENGINEER OF RECORD:
DATE:
1301-610-0085-000-9
PARCEL NUMBER:
PROJECT ID:
TSP55277
ISSUED FOR PERMIT 10-21-2020
ENGIPARTNERS, LLC TITAN SOLAR POWER FL COVER SHEET
C-1
1
PROJECT LATITUDE
PROJECT LONGITUDE
WIND EXPOSURE
MIN AMBIENT TEMP
MAX AMBIENT TEMP
AHJ
27.551449
-80.413055
º C
MAX WIND SPEED
PROJECT DESCRIPTION
C-1 COVER SHEET
E-1
E-2
S-1
S-2
D-1 PV MODULES DATA SHEET
GENERAL NOTES
C
157
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
1
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
"PROPERTY SIDE FACING ST
R
E
E
T
"
PROJECT INFORMATION
NORTH
PV DISCONNECT
IQ COMBINER BOX
EXISTING ELECTRICAL METER
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, NEW ELECTRICAL CODE, NFPA 70 AND NEC 2017.
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 EXCEED 30'-0" MEAN ROOF HEIGHT.
ROOF SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM 6511,
AND IT IS RESPONSIBILITY OF THE CONTRACTOR TO PILOT FILL ALL
HOLES.
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.
NORTH
SAFETY PLAN
C-2
2 OF 9
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(813) 982 -9001
#EC13008093
CONTRACTOR CONTACT INFORMATION
REV DESCRIPTION
CONTRACTOR LOGO
DATE
ENGINEERING STAMPENGINEER CONTACT INFORMATION
C.A.32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
786 - 393 - 4740
DENZIL VELARDE
10-16-2020
8704 CITRUS PARK BLVD,
FORT PIERCE, FL, 34951 SHEET TITLE:
SHEETS:
ENG. RAFAEL A. GONZALEZ SOTO, PE
SHEET NAME:
PROJECT ADDRESS:
CUSTOMER:
ENGINEER OF RECORD:
DATE:
1301-610-0085-000-9
PARCEL NUMBER:
PROJECT ID:
TSP55277
ISSUED FOR PERMIT 10-21-2020
ENGIPARTNERS, LLC TITAN SOLAR POWER FL
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
COMBINER BOX
EXISTING ELECTRICAL METER
6
2320$
2320$
2320$
2320$
-%
4
1EM$3R
5
PV RAILS TO BE BONDED WITH #8 BARE WIRE
BRANCH #1
1 3
A1.1 A1.2 A1.3 A1.4 A1.5 A1.6 A1.7 A1.8 A1.9 A1.10 A1.11 B1.12 B1.13 B1.14 B1.15 B1.16
1
B1.1 B1.2 B1.3 B1.4 B1.5 B1.6 B1.7 B1.8 B1.9 B1.10 B1.11 B1.12 B1.13 B1.14 B1.15
BRANCH #2 2
B1.8 C1.9 C1.10 C1.11 C1.12 C1.13 C1.14 C1.15
2
1
B1.1 B1.2 B1.3 B1.4 B1.5 B1.6
BRANCH #3
2
B1.7
D1.8 D1.9 D1.10 E1.11 E1.12 E1.13 E1.14 E1.15
1
C1.1 C1.2 C1.3 C1.4 C1.5 D1.6
BRANCH #4
2
D1.7
3
3
3
FUSED
80A
7
8
9
EXISTING UNDERGROUNG SERVICE
240V/120V 150A BUS BAR
3 #1/0 THWN-2
INVERTER TOTAL OUTPUT: 61A
SAFETY RATING (125%): 76.25A
TOTAL PV SYSTEM OCPD: 80A
MAIN BREAKER RATING: 150A
BUS BAR RATING: 150A
120% BACKFEED RATING: 30A
METER150$
11
10
16T+:12*R281'
NEMA 3R JUNCTION BOX
LEGEND:
1
2
3
5
4
7
8
9
6IQ7 240V MICROINVERTER FROM ENPHASE
POWER: 250W, IMAX: 1.25A EFF @240V: 97.5%
2 ENPHASE Q CABLE #12 AWG THWN-2
1 #8 BARED WIRE GROUND
3/4" EMT CONDUIT
PV SYSTEM DISCONNECT RATED FOR 100A AIC RATING 100KA
2 #4 L1,L2 THWN-2
1 #4 THWN-2 NEUTRAL
1 #8 THWN-2 GROUND
1" EMT CONDUIT
8 #10 THWN-2
1 #8 THWN-2 GROUND
3/4" EMT CONDUIT
ENPHASE IQ COMBINER BOX RATED FOR 125A, NEMA 3R ENCLOSURE
WITH SPACE FOR 4 - BREAKER 1" WIDE PER POLE AIC 10KA - SEE D-2
PV INTERCONNECTION POINT
REFER TO DWG D-3 DATE SHEET
EXISTING UTILITY ELECTRICAL METER AND MAIN BREAKER
10
11
2 #4 L1,L2 THWN-2
1 #4 THWN-2 NEUTRAL 1" EMT CONDUIT
(61) Q.PEAK DUO-G5 330W BY Q.CELL
REFER TO SHEET D-1
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)Q CABLE #12 AWG THWN-2
(4) #10 AWG THWN-2
(2) #4 AWG THWN-2
N/A
N/A
(1) #4 AWG THWN-2
(1) #8 AWG BARE COPPER
(1) #8 AWG THWN-2
(1) #8 AWG THWN-2
NOT APPLICABLE
3/4" EMT CONDUIT
1" EMT CONDUIT
UNDER ARRAY
ABOVE ROOF
EXTERIOR WALL
1/2" TO 3-1/2"
1/2" TO 3-1/2"
"N/A"
13A
13A
61A
16.25A
16.25A
76.25A
20A
20A
80A
40A X 0.76 X 1 = 30.4 A
40A X 0.76 X 0.8 = 24.3 A
95A X 0.76 X 1 = 72.2 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 LOGO
DATE
ENGINEERING STAMPENGINEER CONTACT INFORMATION
C.A.32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
786 - 393 - 4740
DENZIL VELARDE
10-16-2020
8704 CITRUS PARK BLVD,
FORT PIERCE, FL, 34951 SHEET TITLE:
SHEETS:
ENG. RAFAEL A. GONZALEZ SOTO, PE
SHEET NAME:
PROJECT ADDRESS:
CUSTOMER:
ENGINEER OF RECORD:
DATE:
1301-610-0085-000-9
PARCEL NUMBER:
PROJECT ID:
TSP55277
ISSUED FOR PERMIT 10-21-2020
ENGIPARTNERS, LLC TITAN SOLAR POWER FL ONE LINE RISER DIAGRAM
E-1
3
ONE LINE RISER DIAGRAM1N.T.S.
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 PHOTVOLTAIC
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
SOLAR PV SYSTEM EQUIPPED
WITH RAPID SHUTDOWN
TURN RAPID SHUTDOWN
SWITCH TO THE "OFF"
POSITION, TO
SHUTDOWN CONDUCTORS
OUTSIDE THE ARRAY.
CONDUCTORS WITHIN
ARRAY REMAIN
ENERGIZED IN SUNLIGHT
SOLAR ELECTRIC
PV PANELS
PHOTOVOLTAIC AC DISCONNECT
RATED AC OUTPUT CURRENT:
NOMINAL OPERATING AC VOLTAGE:
61 A
240V
MAXIMUM VOLTAGE
MAXIMUM CIRCUIT CURRENT
MAX RATED OUTPUT CURRENT OF
THE CHARGE CONTROLLER OR DC-TO-DC
CONVERTER
(IF INSTALLED)
480 VDC
16 A
240 V
60 HZ
MAXIMUM AC POWER
NOMINAL OPERATING AC FREQUENCY
MAXIMUM AC CURRENT
NOMINAL OPERATING AC VOLTAGE
14.64 KW
61 AMPS
MAX OVERCURRENT DEVICE RATING
FOR AC MODULE PROTECTION 15 AMPS
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
TURN RAPID SHUTDOWN
SWITCH TO THE "OFF"
POSITION, TO
SHUTDOWN CONDUCTORS
OUTSIDE THE ARRAY.
CONDUCTORS WITHIN
ARRAY REMAIN
ENERGIZED IN SUNLIGHT
SOLAR ELECTRIC
PV PANELS
LABEL LOCATION:
AC DISCONNECT, MAIN PANEL
PER CODE: NEC 690.56(C)(3)
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)
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 LOGO
DATE
ENGINEERING STAMPENGINEER CONTACT INFORMATION
C.A.32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
786 - 393 - 4740
DENZIL VELARDE
10-16-2020
8704 CITRUS PARK BLVD,
FORT PIERCE, FL, 34951 SHEET TITLE:
SHEETS:
ENG. RAFAEL A. GONZALEZ SOTO, PE
SHEET NAME:
PROJECT ADDRESS:
CUSTOMER:
ENGINEER OF RECORD:
DATE:
1301-610-0085-000-9
PARCEL NUMBER:
PROJECT ID:
TSP55277
ISSUED FOR PERMIT 10-21-2020
ENGIPARTNERS, LLC TITAN SOLAR POWER FL
PV SAFETY LABELS DATA1N.T.S.
UPDATED SYSTEM DESCRIPTIONA 01-29-2021
A
NORTH
EXISTING ELECTRIC METER
COMBINER BOX
PV DISCONNECT
OBS
OBS
OBS
OBS
OBS
OBS
OBS
OBS
A1.11
A1.1
B1.12 B1.16 B2.1
B2.15 B3.1 B3.8
C3.9
C3.15 C4.1 C4.5
D4.6E4.15
D4.10E4.11
ARRAY B
TILT=20º
AZIMUTH= 183º (S)
ARRAY A
TILT=20º
AZIMUTH= 183º (S)
ARRAY C
TILT=20º
AZIMUTH= 3º (N)
ARRAY D
TILT=20º
AZIMUTH= 93º (E)
ARRAY E
TILT=20º
AZIMUTH= 273º (W)
SOLAR MODULE
- TYP. SEE 2-1
ROOF MOUNTS
LOCATED AT CENTER
OF ROOF TRUSS - TYP.
WOOD TRUSSES/RAFTERS
LOCATION - INSTALLER
MUST VERIFY IN FIELD
4'
4'
66.34"
39.37"
Q.PEAK
DUO-G5
330W
UL 1703 CERTIFIED
MAX. PV MODULE SURFACE LOAD: 113.00 psf
APPLIED WIND LOAD: 68.68 psf
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.
RISK CATEGORY
ZONES
1
2r
2e
(PSF)
PRESSURES
SPAN (FT)
MAX.
CANTILEVER (IN)
MAX.
EXPOSURE CATEGORY
ROOF SLOPE (°)
ROOF TYPE
ULTIMATE WIND SPEED
NOMINAL WIND SPEED
mph
mph
PRESSURE ZONE:
MEAN ROOF HEIGHT:
PERIMETER WIDTH:
KD
KZT
KH
VELOCITY PRESSURE (q) = 0.60*0.00256* KHKZTKDV2
EXTERNAL PRESSURE COEFFICIENT Z1
EXTERNAL PRESSURE COEFFICIENT Z2e
EXTERNAL PRESSURE COEFFICIENT Z2n
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
2n
3e
3r
EXTERNAL PRESSURE COEFFICIENT Z2r
EXTERNAL PRESSURE COEFFICIENT Z3e
EXTERNAL PRESSURE COEFFICIENT Z3r
49.74
49.74
79.34
79.34
79.34
111.91
4
2
2
2
N/A
N/A
-
-
-
-
-
-
'
'
'
'
16
8
8
8
N/A
N/A
"
"
"
"
0.7
0.7
0.7
0.7
0.7
0.7
-1.5
-1.5
-2.5
-2.5
-2.5
-3.6
VELOCITY PRESSURE (ASD) 29.99
175
157
II
C
20
GABLED
1&2
23.35
4.0
0.85
1.0
0.849
4,557.00
61
1,106.39
-68.68
-75,986.87
174
-436.71
OBS ROOF OBSTRUCTIONS
PV MODULES
TRUSSES OR RAFTERS
ROOF MOUNTS & RAIL
ROOF SLOPE
XX.X
ARRAY #
STRING #
MODULE #
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 LOGO
DATE
ENGINEERING STAMPENGINEER CONTACT INFORMATION
C.A.32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
786 - 393 - 4740
DENZIL VELARDE
10-16-2020
8704 CITRUS PARK BLVD,
FORT PIERCE, FL, 34951 SHEET TITLE:
SHEETS:
ENG. RAFAEL A. GONZALEZ SOTO, PE
SHEET NAME:
PROJECT ADDRESS:
CUSTOMER:
ENGINEER OF RECORD:
DATE:
1301-610-0085-000-9
PARCEL NUMBER:
PROJECT ID:
TSP55277
ISSUED FOR PERMIT 10-21-2020
ENGIPARTNERS, LLC TITAN SOLAR POWER FL
STRUCTURAL ROOF PLAN & PV MODULES LAYOUT1N.T.S.
SOLAR MODULE
N.T.S.2
LEGEND & SYMBOLS
WEIGHTED AVERAGE
WORST CASE MODULE: ZONE 1: 36%
ZONE 2: 64%
(0.36) + (0.64) = psf49.74 79.34 68.68
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.
UPDATED CALCULATIONSA 01-29-2021
A
A
A
OF 9
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(813) 982 -9001
#EC13008093
CONTRACTOR CONTACT INFORMATION
REV DESCRIPTION
CONTRACTOR LOGO
DATE
ENGINEERING STAMPENGINEER CONTACT INFORMATION
C.A.32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
786 - 393 - 4740
DENZIL VELARDE
10-16-2020
8704 CITRUS PARK BLVD,
FORT PIERCE, FL, 34951 SHEET TITLE:
SHEETS:
ENG. RAFAEL A. GONZALEZ SOTO, PE
SHEET NAME:
PROJECT ADDRESS:
CUSTOMER:
ENGINEER OF RECORD:
DATE:
1301-610-0085-000-9
PARCEL NUMBER:
PROJECT ID:
TSP55277
ISSUED FOR PERMIT 10-21-2020
ENGIPARTNERS, LLC TITAN SOLAR POWER FL RACKING PLAN
S-2
6
SHINGLE ROOF MOUNT DETAIL & DATA1N.T.S.
SOLAR MODULE
REFER TO SHEET D-1
EVEREST CROSSRAIL (48-XL VERSION)
REFER TO DATA SHEET
6''
TYP.2''
CLEARANCE
TYP
.
1/4" SS 18-8 BOLT
1/4" SS SERRATED FLANGE NUT
REFER TO DATA SHEET
ATTACHMENT DIAGRAM 2 ROWS OF RAILS PER MODULE
CROSSRAIL END CLAMP
L-FOOT
ASCE 7-16 Velocity Pressure
qz10 = 0.00256Kz Kzt Kd V2
Where:
qz10 = ASCE 7-16 velocity pressure evaluated at mean roof
height (psf)
Kz = velocity pressure exposure coefficient
Kzt = topographic factor
Kd = wind directionality factor
V = basic wind speed (mph) from ASCE 7-16 maps referred to
as ultimate wind speed maps in 2020 FBC.
As an example, for an array having an area of 158.04 sq.-ft.,
the total uplifting (resultant) force acting on the array would be
-39.1 psf x 158.04 sq. ft. = -6,179.364 lb. Knowing this resultant
force, the design engineer can now determine the number of
attachment points and the size of the mounting hardware
necessary to safely carry this load.
Live Loads:
Live loads associated with photovoltaic systems are usually
assumed to be distributed uniformly and are small, on the order
of 4 psf or less.
Lag Screw Installation Guidelines
1. Determine location for the Mount on roof by drilling through the center of truss from bottom with
5/32" drill bit.
2. Mark mounting holes for Mount on underlayment. Mounting holes should be centered on the
trusses.
3. Drill 15/64" pilot hole.
4. Apply sealant to bottom of Mount.
5. Place Mount over roof underlayment with holes in roof.
6. Apply sealant to bottom of Mount, apply sealant to lag screws and fasten Mount securely to
trusses.
7. Apply additional sealant to top assembly to be sure all penetrations are sealed.
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. See table 10.3.1 in the American Wood Council NDS
for Wood Construction.
ROOF DECK
S-5 BRACKET PULL OUT CALCULATIONS
Ultimate Pull Out Strength per Clamp 798 lbs
Max. Pull Out Strength Required per Clamp 436.71
Allowable Clamp Pull Out Strength Safety Factor 1.83
DISTRIBUTED LOAD CALCULATIONS
PV MODULES & RACKING WEIGHT = (INDIVIDUAL MODULE WEIGHT
+ 3.5 LBS) * (MODULE QTY) = (44.73 LBS) * (61) = 2,728.31 LBS
PER SQUARE FEET (PSF) ARRAY LOAD = PV MODULES & RACKING
WEIGHT / TOTAL ARRAY AREA = 2,728.31 LBS / 1,106.39 SQFT
= 2.47 PSF
HENCE, ROOF WILL CARRY THE ADDITIONAL SOLAR SYSTEM
LOAD
EVEREST
CROSSRAIL 48-XL
FLUSH MOUNT SYSTEM SPAN TABLE (inches)
60 CELLS PORTRAIT OR LANDSCAPE
EXPOSURE C
ROOF
SLOPE
(degs.)
WIND
SPEED
(mph)
GROUND SNOW: 0 psf
ZONE 1
(inches)
ZONE 2
(inches)
ZONE 3
(inches)
7°-27°
110 94 80 65
115 92 76 62
120 91 72 59
130 86 67 55
140 81 62 51
150 77 58 48
160 72 54 44
170 67 51 42
180 64 48 39
UPDATED DETAIL & CALCULATIONSA 01-29-2021
A
PV MODULES DATASHEET
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CONTRACTOR CONTACT INFORMATION
REV DESCRIPTION
CONTRACTOR LOGO
DATE
ENGINEERING STAMPENGINEER CONTACT INFORMATION
C.A.32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
786 - 393 - 4740
DENZIL VELARDE
10-16-2020
8704 CITRUS PARK BLVD,
FORT PIERCE, FL, 34951 SHEET TITLE:
SHEETS:
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PROJECT ADDRESS:
CUSTOMER:
ENGINEER OF RECORD:
DATE:
1301-610-0085-000-9
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ISSUED FOR PERMIT 10-21-2020
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SMART MONITORING DATASHEET
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CONTRACTOR CONTACT INFORMATION
REV DESCRIPTION
CONTRACTOR LOGO
DATE
ENGINEERING STAMPENGINEER CONTACT INFORMATION
C.A.32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
786 - 393 - 4740
DENZIL VELARDE
10-16-2020
8704 CITRUS PARK BLVD,
FORT PIERCE, FL, 34951 SHEET TITLE:
SHEETS:
ENG. RAFAEL A. GONZALEZ SOTO, PE
SHEET NAME:
PROJECT ADDRESS:
CUSTOMER:
ENGINEER OF RECORD:
DATE:
1301-610-0085-000-9
PARCEL NUMBER:
PROJECT ID:
TSP55277
ISSUED FOR PERMIT 10-21-2020
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INVERTER DATASHEET
D-3
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#EC13008093
CONTRACTOR CONTACT INFORMATION
REV DESCRIPTION
CONTRACTOR LOGO
DATE
ENGINEERING STAMPENGINEER CONTACT INFORMATION
C.A.32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
786 - 393 - 4740
DENZIL VELARDE
10-16-2020
8704 CITRUS PARK BLVD,
FORT PIERCE, FL, 34951 SHEET TITLE:
SHEETS:
ENG. RAFAEL A. GONZALEZ SOTO, PE
SHEET NAME:
PROJECT ADDRESS:
CUSTOMER:
ENGINEER OF RECORD:
DATE:
1301-610-0085-000-9
PARCEL NUMBER:
PROJECT ID:
TSP55277
ISSUED FOR PERMIT 10-21-2020
ENGIPARTNERS, LLC TITAN SOLAR POWER FL