HomeMy WebLinkAboutREVISED PLANSFLAT ROOF
2'-111
4"
SYSTEM CAPACITY: 10.24 KW AC / 7.6 KW AC
PV PANELS: (32) Q.PEAK DUO-G5 320W BY QCELLS
OPTIMIZERS: (32) P320 BY SOLAREDGE
INVERTER: (1) SE7600H BY SOLAREDGE
RACKING SYSTEM: CROSS RAIL 48-XL BY EVEREST
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CONTRACTOR LOGO
DATE
ENGINEERING STAMPENGINEER CONTACT INFORMATION
C.A.32661
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DESIGN@ENGIPARTNERS.COM
786 - 393 - 4740
BARBARA GRANT
07-20-2020
7817 WHITE IBIS LANE
PORT SAINT LUCIE, FL 34952 SHEET TITLE:
SHEETS:
ENG. RAFAEL A. GONZALEZ SOTO, PE
SHEET NAME:
PROJECT ADDRESS:
CUSTOMER:
ENGINEER OF RECORD:
DATE:
342470100590001
PARCEL NUMBER:
PROJECT ID:
TSP46242
ISSUED FOR PERMIT 07-22-2020
ENGIPARTNERS, LLC TITAN SOLAR POWER FL COVER SHEET
C-1
1
PROJECT LATITUDE
PROJECT LONGITUDE
WIND EXPOSURE
MIN AMBIENT TEMP
MAX AMBIENT TEMP
AHJ
27.321429
-80.294615
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
D
161
PORT OF ST LUCIE
D-2
D-3
SMART MONITORING DATA SHEET
INVERTER DATA SHEET
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: 2017 FLORIDA BUILDING CODE 6TH, ASCE 7-10
MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES,
NEC 2014 ELECTRICAL CODE
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
IS RESPONSIBILITY OF THE CONTRACTOR TO PILOT FILL ALL HOLES.
CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE
INSTALLED AND SEALED PER 2017 FLORIDA BUILDING CODE OR
LOCAL GOVERNING CODE.
ALL WIRING METHODS AND INSTALLATION PRACTICES SHALL
CONFORM TO THE NATIONAL ELECTRICAL CODE (NEC) 2014, 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 2014 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 7-10 EQUATION 30.6-1. ALL NOTES IN FIGURES ASCE 7-10 30.4-1
AND 30.4-2(A,B AND /67C) HAVE BEEN INCORPORATED. MEAN ROOF
HEIGHT MUST BE LESS THAN 60 FEET.
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
PROJECT INFORMATION
NORTH
PV DISCONNECT
PV STRING INVERTER #1
EXISTING ELECTRICAL METER "PROPERTY SIDE FACING STREET"
NORTH
FLAT ROOF
2'-111
4"
SAFETY PLAN
C-2
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CONTRACTOR LOGO
DATE
ENGINEERING STAMPENGINEER CONTACT INFORMATION
C.A.32661
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DESIGN@ENGIPARTNERS.COM
786 - 393 - 4740
BARBARA GRANT
07-20-2020
7817 WHITE IBIS LANE
PORT SAINT LUCIE, FL 34952 SHEET TITLE:
SHEETS:
ENG. RAFAEL A. GONZALEZ SOTO, PE
SHEET NAME:
PROJECT ADDRESS:
CUSTOMER:
ENGINEER OF RECORD:
DATE:
342470100590001
PARCEL NUMBER:
PROJECT ID:
TSP46242
ISSUED FOR PERMIT 07-22-2020
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
PV STRING INVERTER #1
EXISTING ELECTRICAL METER
6
JB
NEMA3R
3 4 5
6
EXISTING UNDERGROUNG SERVICE
240V/120V 200A BUS BAR
3 #2/0 THWN-2
INVERTER TOTAL OUTPUT: 32A
SAFETY RATING (125%): 40A
TOTAL PV SYSTEM OCPD: 40A
MAIN BREAKER RATING: 200A
BUS BAR RATING: 200A
120% BACKFEED RATING: 40A
7
UNFUSED 60A
8PV RAILS TO BE BONDED WITH #8 BARE WIRE
STRING #2
1
A2.2 A2.3 A2.4 A2.5 A2.6 A2.7 A2.8 A2.9 A2.10 A2.11 A2.12A2.1
1
STRING #1
A1.1 A1.2 A1.3 A1.4 A1.5 A1.6 A1.7 A1.8 A1.9 A1.10 A1.11 A1.12 A1.13 A1.14 A1.15 A1.16
A2.13 A2.14 A2.15 A2.16
2
METER200A
40A
1 #6 THWN-2 GROUND
9
10INTERIOR PANEL
Q.PEAK DUO-G5 320W BY QCELLS
- REFER TO D-1 SHEET
LEGEND:
1 2
2 #10 PV WIRE
1 #8 BARE WIRE GROUND
3/4" EMT CONDUIT
NEMA3R JUNCTION BOX3
9
UTILITY ELECTRICAL SERVICE
6 2 #8 L1,L2 THWN-2
1 #8 THWN-2 NEUTRAL
1 #8 TWHN-2 GROUND
3/4" EMT CONDUIT54
4 #10 THWN-2
1 #8 THWN-2 GROUND
3/4" EMT CONDUIT
7 8PV SYSTEM DISCONNECT RATED 60A PV INTERCONNECTION POINT
10
2 #8 L1,L2 THWN-2
1 #8 THWN-2 NEUTRAL 3/4" EMT CONDUIT
SE7600H-US BY SOLAREDGE - REFER TO D-3 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)
(2) #10 AWG PV WIRE
(4) #10 AWG THWN-2
(2) #8 AWG THWN-2
N/A
N/A
(1)#8AWG 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
32A
18.8A
18.8A
40.0A
20A
20A
40A
40A X 0.76 X 1 = 30.4 A
40A X 0.76 X 0.8 = 24.3 A
55A X 0.76 X 1 = 41.8 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
BARBARA GRANT
07-20-2020
7817 WHITE IBIS LANE
PORT SAINT LUCIE, FL 34952 SHEET TITLE:
SHEETS:
ENG. RAFAEL A. GONZALEZ SOTO, PE
SHEET NAME:
PROJECT ADDRESS:
CUSTOMER:
ENGINEER OF RECORD:
DATE:
342470100590001
PARCEL NUMBER:
PROJECT ID:
TSP46242
ISSUED FOR PERMIT 07-22-2020
ENGIPARTNERS, LLC TITAN SOLAR POWER FL ONE LINE RISER DIAGRAM
E-1
3
ONE LINE RISER DIAGRAM1N.T.S.
WARNING
ELECTRICAL SHOCK HAZARD
DO NOT TOUCH TERMINALS
TERMINALS ON BOTH LINE AND
LOAD SIDES MAY BE ENERGIZED
IN THE OPEN POSITION
LABEL LOCATION:
AC DISCONNECT,
POINT OF INTERCONNECTION
PER CODE: NEC 690.17 (E)
ELECTRICAL SHOCK HAZARD
THE DC CONDUCTORS OF THIS
PHOTOVOLTAIC SYSTEM ARE UNGROUNDED
AND MAY BE ENERGIZED
WARNING
TURN OFF PHOTVOLTAIC
AC DISCONNECT PRIOR TO
WORKING INSIDE PANEL
WARNING
ELECTRICAL SHOCK HAZARD
IF A GROUND FAULT IS INDICATED
NORMALLY GROUNDED CONDUCTORS
MAY BE UNGROUNDED AND ENERGIZED
CAUTION
PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFED
WARNING
PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFED
DUAL POWER SOURCE
DO NOT DISCONNECT
UNDER LOAD
WARNING
INVERTER OUTPUT CONNECTION. DO NOT
RELOCATE THIS OVERCURRENT DEVICE
WARNING
PHOTOVOLTAIC
DC DISCONNECT
WARNING: PHOTOVOLTAIC
POWER SOURCE
CAUTION: SOLAR ELECTRIC
SYSTEM CONNECTED
PHOTOVOLTAIC
SYSTEM EQUIPPED
WITH RAPID SYSTEM
SHUTDOWN
15 AMPS
500 VOLTS
MAX SYSTEM VOLTAGE
RATED MPP VOLTAGE
MAX CIRCUIT CURRENT
RATED MPP CURRENT
PHOTOVOLTAIC AC DISCONNECT
MAXIMUM AC OPERATING CURRENT:
NOMINAL OPERATING AC VOLTAGE:
32 A
240V
480 VDC
32 AMPS
LABEL LOCATION:
DC DISCONNECT, INVERTER
PER CODE: NEC 690.35 (F)
LABEL LOCATION:
MAIN SERVICES DISCONNECT, DC CONDUIT
PER CODE: NEC 690.31 (E) (3)
LABEL LOCATION:
DC DISCONNECT
PER CODE: NEC 690.14 (C) (2),
NEC 690.53LABEL LOCATION:
AC DISCONNECT, MAIN PANEL
PER CODE: NEC 110.27 (C)
OSHA 1910.145(f)(7)
MAIN PHOTOVOLTAIC
SYSTEM DISCONNECT
LABEL LOCATION:
INVERTER
PER CODE: NEC 690.05 (C)
LABEL LOCATION:
INVERTER
PER CODE: NEC 690.52
LABEL LOCATION:
AC DISCONNECT
PER CODE: NEC 690.54
LABEL LOCATION:
AC DISCONNECT
POINT OF INTERCONNECTION
PER CODE: NEC 690.58(C)
LABEL LOCATION:
AC DISCONNECT
PER CODE: NEC 690.54
LABEL LOCATION:
POINT OF
INTERCONNECTION
PER CODE: NEC 690.64
NEC 705.12(D)(4)
LABEL LOCATION:
POINT OF
INTERCONNECTION
PER CODE: NEC 690.64
NEC 705.12(D)(4)
LABEL LOCATION:
MAIN SERVICE PANEL
PER CODE: NEC 705.10
NEC 690.45(B)(5)
LABEL LOCATION:
POINT OF
INTERCONNECTION
PER CODE:
NEC 690.33(E)(2)
LABEL LOCATION: POINT OF INTERCONNECTION
PER CODE: NEC 690.15, NEC 690.13(B)
INVERTER #1
APP= MAX POWER POINT
PHOTOVOLTAIC SYSTEM
DC DISCONNECT
SAFETY LABELS
E-2
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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
BARBARA GRANT
07-20-2020
7817 WHITE IBIS LANE
PORT SAINT LUCIE, FL 34952 SHEET TITLE:
SHEETS:
ENG. RAFAEL A. GONZALEZ SOTO, PE
SHEET NAME:
PROJECT ADDRESS:
CUSTOMER:
ENGINEER OF RECORD:
DATE:
342470100590001
PARCEL NUMBER:
PROJECT ID:
TSP46242
ISSUED FOR PERMIT 07-22-2020
ENGIPARTNERS, LLC TITAN SOLAR POWER FL
PV SAFETY LABELS DATA1N.T.S.
THE RAIL EXTENDS A MINIMUM OF 3"
FROM THE EDGE OF THE MODULE - TYP.SOLAR MODULE
- TYP. SEE 2-1
ROOF MOUNTS
LOCATED AT CENTER
OF ROOF TRUSS - TYP.
WOOD TRUSSES/RAFTERS
LOCATION - INSTALLER
MUST VERIFY IN FIELD
NORTH
OBS
OBS
OBS
OBS
OBS
OBS OBS
OBS
OBS OBS OBS
OBS
FLAT ROOF
A1.1
A1.16A2.1A2.16
ARRAY A
TILT=20º
AZIMUTH= 180º (S)
4'-91
2"
4'-91
2"
PV STRING INVERTER
PV DISCONNECT
EXISTING ELECTRIC METER
2'-111
4"
MODULES NEED TO BE
AT LEAST 2FT FROM
THE EDGE
66.34"
39.37"
Q.PEAK
DUO-G5
320W
UL 1703 CERTIFIED
MAX. PV MODULE SURFACE LOAD: 113.00 psf
APPLIED WIND LOAD: 65.55 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
2
3
(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
KZ
VELOCITY PRESSURE (q) = 0.00256* KZKZTKDV2
VELOCITY PRESSURE (ASD) 34.87
EXTERNAL PRESSURE COEFFICIENT Z1
EXTERNAL PRESSURE COEFFICIENT Z2
EXTERNAL PRESSURE COEFFICIENT Z3
TOTAL ROOF AREA 3,467.96
32
580.48
-65.55
-38,050.46
97
292.27
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
-65.55
-96.93
0.5 -0.9
0.5 -1.7
0.5 -2.6
170
161
II
D
20
GABLED
1&2
12.425
4,79
0.85
1.0
0.85
4'
2'
N/A
16"
8"
N/A
-37.65
OBS ROOF OBSTRUCTIONS
PV MODULES
TRUSSES OR RAFTERS
ROOF MOUNTS & RAIL
ROOF SLOPE
XX.X
ARRAY #
STRING #
MODULE #
STRUCTURAL PLAN
S-1
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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
BARBARA GRANT
07-20-2020
7817 WHITE IBIS LANE
PORT SAINT LUCIE, FL 34952 SHEET TITLE:
SHEETS:
ENG. RAFAEL A. GONZALEZ SOTO, PE
SHEET NAME:
PROJECT ADDRESS:
CUSTOMER:
ENGINEER OF RECORD:
DATE:
342470100590001
PARCEL NUMBER:
PROJECT ID:
TSP46242
ISSUED FOR PERMIT 07-22-2020
ENGIPARTNERS, LLC TITAN SOLAR POWER FL
STRUCTURAL ROOF PLAN & PV MODULES LAYOUT1N.T.S.
SOLAR MODULE
N.T.S.2
LEGEND & SYMBOLS
"PROPERTY SIDE FACING STREET"ADDED NOTE1 8-24-2020
1
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.
ASPHALT
SHINGLES 2''
CLEARANCETYP.
1/4" SS 18-8 BOLT
1/4" SS SERRATED FLANGE NUT <25%
M
O
D
U
L
E
L
E
N
G
T
H
T
Y
P.
ATTACHMENT DIAGRAM 2 ROWS OF RAILS PER MODULE
CROSSRAIL END CLAMP
SEALANT
L-FOOT
5/16" SS LAG BOLT
5/16" SS FENDER WASHER
2X4 RAFTERS 24" O.C.
EVEREST CROSS RAIL ( 48 - XL VERSION)
RT MINI ASCE 7-10 Velocity Pressure
qz10 = 0.00256Kz Kzt Kd V2
Where:
qz10 = ASCE 7-10 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 7-10 maps referred to as ultimate wind
speed maps in 2012 IBC.
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.
Uni-Rac Specs. Lag pull-out (withdrawal) capacities (lbs)
in typical roof lumber (ASD)
STAINLESS STEEL Lag screw specifications
Specific
gravity per inch thread depth
5 16" shaft, *
Douglas Fir, Larch
Douglas Fir, South
Engelman Spruce, Lodgepole Pine
(MSR 1650 f & higher)
Hem, Fir, Redwood (close grain)
Hem, Fir (North)
Southern Pine
Spruce, Pine, Fir
Spruce, Pine, Fir
(E of 2 million psi and higher
grades of MSR and MEL)
Sources: American Wood Council, NDS 2005, Table 11.2A, 11.3A.
0.50
0.46
0.46
0.43
0.46
0.55
0.42
266
235
212
235
307
235
205
0.50 266 ThreaddepthNOTE:
SEAL BASE MOUNT TO EXISTING
ROOF UNDERLAYMENT WITH ROOF
SEALANT AND MEMBRANE
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 392.27
Lag Bolt Pull Out Strength Safety Factor 2.03
LAG BOLT PULL OUT CALCULATIONS
6" TY
P.
EQ.EQ.
"A"
"A"
CL
EXIST. 2X WD.
TRUSSES OR
RAFTERS
SECTION "A-A"
FLASHING
LAG BOLT
N.T.S.
PLACE BOLT
AT C.L. OF
TRUSS OR
RAFTER
SEE DATA SHEET ABOVE
EVEREST
CROSSRAIL 48-XL
FLUSH MOUNT SYSTEM SPAN TABLE (inches)
PORTRAIT INSTALLATION (MAXIMUM MODULE
LENGTH 66.38"x40") EXPOSURE C
ROOF
SLOPE
(degs.)
WIND
SPEED
(mph)
GROUND SNOW: 0 psf
ZONE 1 ZONE 2 ZONE 3
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
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CONTRACTOR CONTACT INFORMATION
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DATE
ENGINEERING STAMPENGINEER CONTACT INFORMATION
C.A.32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
786 - 393 - 4740
BARBARA GRANT
07-20-2020
7817 WHITE IBIS LANE
PORT SAINT LUCIE, FL 34952 SHEET TITLE:
SHEETS:
ENG. RAFAEL A. GONZALEZ SOTO, PE
SHEET NAME:
PROJECT ADDRESS:
CUSTOMER:
ENGINEER OF RECORD:
DATE:
342470100590001
PARCEL NUMBER:
PROJECT ID:
TSP46242
ISSUED FOR PERMIT 07-22-2020
ENGIPARTNERS, LLC TITAN SOLAR POWER FL RACKING PLAN
S-2
6
SHINGLE ROOF MOUNT DETAIL & DATA1N.T.S.
SPAN TABLE FOR RT MINI ANCHORAGE SYSTEM
PV MODULES DATASHEET
D-1
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ENGINEERING STAMPENGINEER CONTACT INFORMATION
C.A.32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
786 - 393 - 4740
BARBARA GRANT
07-20-2020
7817 WHITE IBIS LANE
PORT SAINT LUCIE, FL 34952 SHEET TITLE:
SHEETS:
ENG. RAFAEL A. GONZALEZ SOTO, PE
SHEET NAME:
PROJECT ADDRESS:
CUSTOMER:
ENGINEER OF RECORD:
DATE:
342470100590001
PARCEL NUMBER:
PROJECT ID:
TSP46242
ISSUED FOR PERMIT 07-22-2020
ENGIPARTNERS, LLC TITAN SOLAR POWER FL
SMART MONITORING DATASHEET
D-2
8 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
BARBARA GRANT
07-20-2020
7817 WHITE IBIS LANE
PORT SAINT LUCIE, FL 34952 SHEET TITLE:
SHEETS:
ENG. RAFAEL A. GONZALEZ SOTO, PE
SHEET NAME:
PROJECT ADDRESS:
CUSTOMER:
ENGINEER OF RECORD:
DATE:
342470100590001
PARCEL NUMBER:
PROJECT ID:
TSP46242
ISSUED FOR PERMIT 07-22-2020
ENGIPARTNERS, LLC TITAN SOLAR POWER FL
INVERTER DATASHEET
D-3
9 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
BARBARA GRANT
07-20-2020
7817 WHITE IBIS LANE
PORT SAINT LUCIE, FL 34952 SHEET TITLE:
SHEETS:
ENG. RAFAEL A. GONZALEZ SOTO, PE
SHEET NAME:
PROJECT ADDRESS:
CUSTOMER:
ENGINEER OF RECORD:
DATE:
342470100590001
PARCEL NUMBER:
PROJECT ID:
TSP46242
ISSUED FOR PERMIT 07-22-2020
ENGIPARTNERS, LLC TITAN SOLAR POWER FL