HomeMy WebLinkAboutLORI GROVE - FULL - R0_signedT01
01 VICINITY
02 AERIAL
LORI GROVE
5306 PALMETTO DR, FORT PIERCE, FL 34982, USA
PROJECT INFORMATION
DISTRICTS
COUNTY: ST LUCIE COUNTY
JURISDICTION: ST. LUCIE COUNTY
DESIGN SPECS
WIND EXPOSURE: B
WIND SPEED (MPH): 160
SNOW LOAD (PSF): 0
GOVERNING CODES
BUILDING: FBC 2020/ASCE 7-16
ELECTRICAL: NEC 2017
FIRE: FFPC 2020/NFPA 2018
SYSTEM
SIZE (KWDC): 19.76
# PANELS: 52
PANEL: BLK-G9380
INVERTER(S):YSE7600H-US
VOLTAGE (V): 240
PROJECT ID:
CONTRACTOR:DESCRIPTIONDATE VERBY
PAPER:
ARCHB
SCALE:
NTS
03.22.21 RG 01 INITIAL DESIGN
UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS3140 W KENNEDY BLVD
#106, TAMPA FL 33609CA: 33343
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9
LORI GROVE
5306 PALMETTO DR, FORT PIERCE, FL 34982, USA
032221-MSS-GROVE
SOLAR SUN LLC
6120 CENTRAL AVE,
ST.PETERSBURG FL 33707
727-888-6000
I-EC13008840
SHEET INDEX
T01COVER
S01LAYOUT
SF01FIRE SAFETY
SP01-SPxxATTACHMENT PLAN
SA01-SAxxATTACHMENT DETAIL
SD01-SDxxSTRUC DATASHEETS
E01LINE DIAGRAM
EL01LABELS
ED01-EDxxELEC DATASHEETS
S01
ROOF 1
MEAN HEIGHT:12'MATERIAL: METALSHAPE: GABLEATTACHMENT: (1) S5!-PROTEARAIL: (492') IRONRIDGE-XR100MAX POINT DEADLOAD: 26 lbsMAX ANCHOR LOAD: -189 lbfMIN SAFETY FACTOR: 2.92
FRAMING
RAFTER/TRUSS SIZE: MIN 2X4RAFTER/TRUSS SPACING: 24" OC
ARRAY(S)
MODULES: (52) BLK-G9380ARRAY AREA: 1061 SQFT
01 PLAN VIEW
02 SYSTEM SUMMARY
03 NOTES
04 CERTIFICATION
INV -INVERTER/COMBINER
PM -POWER METER
ACD -AC DISCONNECT
MP -MAIN PANEL/DISC
-1,2e
-OTHER
GENERAL
1.1 EXISTING VENTS, SKYLIGHTS OR EXHAUST OUTLETS
SHALL NOT BE COVERED BY THE SOLAR PV SYSTEM.
1.2 MODULES SHALL NOT OVERHANG ANY RIDGE, HIP OR
ROOF EDGE.
1.3 CONTRACTOR SHALL NOTIFY ENGINEER/DESIGNER OF
ANY CHANGES.
AN ANALYSIS OF THE ROOF CONSTRUCTION AT THE
REFERENCED PROPERTY WAS DONE AND IT HAS BEEN
DETERMINED THAT THE STRUCTURE IS ADEQUATE TO
SUPPORT THE ADDITIONAL SOLAR PV LOAD.
BASED ON OUR REVIEW, THE EXISTING MEMBERS COMPLY
WITH FBC 2020/ASCE 7-16 DESIGN SPAN RATINGS WITH
SUFFICIENT CAPACITY TO SUPPORT THE NEW LOADS
IMPOSED BY THE PROPOSED SOLAR ARRAY.
THE SPECIFICATIONS SHOWN IN THIS CONSTRUCTION PLAN
WERE DESIGNED PER FBC 2020/ASCE 7-16 FOR A WIND SPEED
OF 160 MPH, EXPOSURE CATEGORY B FOR RISK CATEGORY II
BUILDING WITH 0 PSF SNOW LOAD.
PROJECT ID:
CONTRACTOR:DESCRIPTIONDATE VERBY
PAPER:
ARCHB
SCALE:
NTS
03.22.21 RG 01 INITIAL DESIGN
UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS3140 W KENNEDY BLVD
#106, TAMPA FL 33609CA: 33343
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9
LORI GROVE
5306 PALMETTO DR, FORT PIERCE, FL 34982, USA
032221-MSS-GROVE
SOLAR SUN LLC
6120 CENTRAL AVE,
ST.PETERSBURG FL 33707
727-888-6000
I-EC13008840
3
31
33
3
333
3
3
31
311
31 31
31313131
SF01
01 FIRE SAFETY OFFSETS
NFPA 1 11.12.2.2.2 FOR RESIDENTIAL HOMES
.1 PATHWAYS:
NOT LESS THAN TWO 36IN WIDE PATHEWAYS ON SEPARATE
ROOF PLANES FROM GUTTER TO RIDGE, SHALL BE
PROVIDED ON ALL BUILDINGS. ONE PATHWAY SHALL BE
PROVIDED ON THE STREET OR DRIVEWAY SIDE OF THE
ROOF. FOR EACH ROOF PLANE WITH A PV ARRAY, A 36IN
WIDE PATHWAY FROM GUTTER TO RIDGE SHALL BE
PROVIDED ON THE SAME ROOF PLANE OR STRADDLING THE
SAME AND ADJACENT ROOF ADJACENT ROOF PLANES.
PATHWAYS SHALL BE LOCATED IN AREAS WITH MINIMAL
OBSTRUCTIONS SHUCH AS VENT PIPES, CONDUIT, OR
MECHANICAL EQUIPMENT.
.2 33 PERCENT RULE:
FOR PV ARRAYS OCCUPYING UP TO 33 PERCENT OF THE
PLAN VIEW ROOF AREA, A MINIMUM 18IN PATHWAY SHALL
BE PROVIDED ON EITHER SIDE OF A HORIZONTAL RIDGE.
FOR PV ARRAYS OCCUPYING MORE THAN 33 PWECENT OF
THE PLAN VIEW AREA, A MINIMUM OF 36IN PATHWAY SHALL
BE PROVIDED ON EITHER SIDE OF A HORIZONTAL RIDGE.
PROJECT ID:
CONTRACTOR:DESCRIPTIONDATE VERBY
PAPER:
ARCHB
SCALE:
NTS
03.22.21 RG 01 INITIAL DESIGN
UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS3140 W KENNEDY BLVD
#106, TAMPA FL 33609CA: 33343
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9
LORI GROVE
5306 PALMETTO DR, FORT PIERCE, FL 34982, USA
032221-MSS-GROVE
SOLAR SUN LLC
6120 CENTRAL AVE,
ST.PETERSBURG FL 33707
727-888-6000
I-EC13008840
3
31
33
3
333
3
3
31
311
31 31
31313131
SP01
01 ATTACHMENT PLAN (METAL ROOF)
PROJECT ID:
CONTRACTOR:DESCRIPTIONDATE VERBY
PAPER:
ARCHB
SCALE:
NTS
03.22.21 RG 01 INITIAL DESIGN
UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS3140 W KENNEDY BLVD
#106, TAMPA FL 33609CA: 33343
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9
LORI GROVE
5306 PALMETTO DR, FORT PIERCE, FL 34982, USA
032221-MSS-GROVE
SOLAR SUN LLC
6120 CENTRAL AVE,
ST.PETERSBURG FL 33707
727-888-6000
I-EC13008840
LEGEND PARAMETERS
ARRAY
MODULE: (52) BLK-G9380TOTAL AREA: 1061.46 SQFT
HARDWARE
RAIL:ATTACHMENT:ANCHORAGE:
492' IRONRIDGE-XR100(1) S5!-PROTEARIB/SEAM
FRAMING
SIZE:MIN. 2X4SPACING: 24" OC
ROOF
MEAN HEIGHT: 12'MATERIAL: METAL (9" OC RIBS/SEAMS)SHAPE:GABLE
GEOGRAPHY
EXPOSURE CAT: BWIND SPEED: 160 MPHSNOW LOAD: 0 LBS
LOAD CALCS PER ASCE 7-16 & SEAOC PV2-2017
DEAD LOAD CALC
LOADS:Panel = 43lbsAnchors = 1.2lbsRail = 0.72lbs/ftMisc = 1.6lbs/panel
DEADLOAD PER ROW, Fdr:Fdr = (lbs/panel*#panels/row) +(lbs/ft-rail*ft-rail/row)*2 +(lbs/anchor*#anchors/row) +(misc-lbs/panel*#panels/row) (lbf)
DIST DEADLOAD, Fdd:Fdd = Fdr/(area/panel*#panels/row) (psf)
DEADLOAD PER ANCHOR, Fda:Fda = Fdr/(#anchors/row) (lbs)
FLUSH MOUNTED PANELS ON ANY ROOF
CRITERIA:- Panels parallel to roof surface- Max height of panel above roof, h1 & h2 OF 10"- Min panel gap of 0.25"- Min edge distance 2*h2- Max panel chord length of 6.7'
UPLIFT ON ONE PANEL, Fup = P*A (lbf)Per ASCE 2.4, 26.10.2 & 29.4.4P = pasd = 0.6*p = 0.6*qh*(GCp)*(YE)*(Ya), A = load area
UPLIFT PER ROW, Fur = SUM(Fup(0):Fup(n)) (lbf)Where Fup(0):Fup(n) = loads from first to last panel in row
UPLIFT PER ANCHOR, Fua = Fur/(#ANCHORS/ROW) (lbf)
LOAD PER ANCHOR, Fa = 0.6*Fda + Fua (lbf)
SAFETY FACTOR, SF = Ftest/Fa
VELOCITY PRESSURE qh = 0.00256*Kz*Kzt*Kd*Ke*V^2 = 32 (lb/sqft)Where Kz = 0.57, Kzt = 1, Kd = 0.85, Ke = 1, V = 160
EXT PRESSURE COEFFICIENT, GCp:GCp varies per roof & zone, 30.3-2A-I to 30.3.7: Aeff = 5.1 sqft
EXPOSURE FACTOR, YE:YE = 1.5 for uplift loads on panels that are exposed and within a distance
1.5Lp from the end of a row at an exposed edge of the array; YE = 1.0
elsewhere for uplift loads and for all downward loads, as illustrated in Fig.
29.4-7. A panel is defined as exposed if d1 to the roof edge > 0.5h and
one of the following applies: 1. d1 to the adjacent array > max (4h2, 4 ft
(1.2m) or 2. d2 to the next adjacent panel > max (4h2, 4 ft (1.2m). Per
SEAOC 5.3.3 2*h2 may be used instead of 1.5Lp for flush mounted panels.
PRESSURE EQUALIZATION FACTOR, Ya:Ya is given as 0.7 per SEAOC 5.3.5 with h2 = 6" & panel gap = 0.37"
ZONES
f0: 1' (Flat)f1: 1 (Flat)f2: 2 (Flat)f3: 3 (Flat)g1: 1 (Gable)g2e: 2e (Gable)g2n: 2n (Gable)g2r: 2r (Gable)g3r: 3r (Gable)g3e: 3e (Gable)h1: 1 (Hip)h2r: 2r (Hip)h2e: 2e (Hip)h3: 3 (Hip)
ROW: 0 Z: g1
P: -20 psf
Fup: -408 lbf
00
13.6"
ROW: 1
NOM SPAN: 45"
MAX SPAN: 4"
MAX CANTILEVER: 23"
UPLIFT/ROW, Fur: -817 lbf
#ANCHORS: 4
LOAD/ANCHOR, Fa: -189 lbf
TEST LOAD/ANCHOR: -550 lbf
SF: 2.92
DIST LOAD, Fdd: 2.54 psf
POINT LOAD, Fda: 25.95 lbs
ROOF PITCH: 20-27 deg
PANEL TILT: 0 deg
Z: g1
P: -20 psf
Fup: -408 lbf
10
Z: g1
P: -20 psf
Fup: -408 lbf
11
22.25"
ROW: 2
NOM SPAN: 45"
MAX SPAN: 4"
MAX CANTILEVER: 23"
UPLIFT/ROW, Fur: -408 lbf
#ANCHORS: 4
LOAD/ANCHOR, Fa: -94 lbf
TEST LOAD/ANCHOR: -550 lbf
SF: 5.86
DIST LOAD, Fdd: 2.66 psf
POINT LOAD, Fda: 13.58 lbs
ROOF PITCH: 20-27 deg
PANEL TILT: 0 deg
Z: g1
P: -20 psf
Fup: -408 lbf
20
13.6"
ROW: 3
NOM SPAN: 45"
MAX SPAN: 4"
MAX CANTILEVER: 23"
UPLIFT/ROW, Fur: -1225 lbf
#ANCHORS: 6
LOAD/ANCHOR, Fa: -189 lbf
TEST LOAD/ANCHOR: -550 lbf
SF: 2.92
DIST LOAD, Fdd: 2.54 psf
POINT LOAD, Fda: 25.95 lbs
ROOF PITCH: 20-27 deg
PANEL TILT: 0 deg
Z: g1
P: -20 psf
Fup: -408 lbf
30
Z: g1
P: -20 psf
Fup: -408 lbf
31
Z: g1
P: -20 psf
Fup: -408 lbf
32
22.25"
Z: g1
P: -20 psf
Fup: -408 lbf
40
Z: g1
P: -20 psf
Fup: -408 lbf
41
Z: g1
P: -20 psf
Fup: -408 lbf
42
Z: g1
P: -20 psf
Fup: -408 lbf
43
Z: g1
P: -20 psf
Fup: -408 lbf
44 12"
ROW: 5
NOM SPAN: 45"
MAX SPAN: 4"
MAX CANTILEVER: 23"
UPLIFT/ROW, Fur: -1633 lbf
#ANCHORS: 1
LOAD/ANCHOR, Fa: -107 lbf
TEST LOAD/ANCHOR: -550 lbf
SF: 5.15
DIST LOAD, Fdd: 2.82 psf
POINT LOAD, Fda: 16.43 lbs
ROOF PITCH: 20-27 deg
PANEL TILT: 0 deg
Z: g1
P: -20 psf
Fup: -408 lbf
50
Z: g1
P: -20 psf
Fup: -408 lbf
51
Z: g1
P: -20 psf
Fup: -408 lbf
52
Z: g1
P: -20 psf
Fup: -408 lbf
53 20.35"
Z: g1
P: -20 psf
Fup: -408 lbf
60
Z: g1
P: -20 psf
Fup: -408 lbf
61
Z: g1
P: -20 psf
Fup: -408 lbf
62 22.25"
ROW: 7
NOM SPAN: 45"
MAX SPAN: 4"
MAX CANTILEVER: 23"
UPLIFT/ROW, Fur: -1225 lbf
#ANCHORS: 11
LOAD/ANCHOR, Fa: -112 lbf
TEST LOAD/ANCHOR: -550 lbf
SF: 4.9
DIST LOAD, Fdd: 2.81 psf
POINT LOAD, Fda: 17.2 lbs
ROOF PITCH: 20-27 deg
PANEL TILT: 0 deg
Z: g1
P: -20 psf
Fup: -408 lbf
70
Z: g1
P: -20 psf
Fup: -408 lbf
71
Z: g1
P: -20 psf
Fup: -408 lbf
72 22.25"
ROW: 8
NOM SPAN: 45"
MAX SPAN: 4"
MAX CANTILEVER: 23"
UPLIFT/ROW, Fur: -408 lbf
#ANCHORS: 4
LOAD/ANCHOR, Fa: -94 lbf
TEST LOAD/ANCHOR: -550 lbf
SF: 5.86
DIST LOAD, Fdd: 2.66 psf
POINT LOAD, Fda: 13.58 lbs
ROOF PITCH: 20-27 deg
PANEL TILT: 0 deg
Z: g1
P: -20 psf
Fup: -408 lbf
80
13.6"
NOM SPAN: 45"
MAX SPAN: 4"
MAX CANTILEVER: 23"
UPLIFT/ROW, Fur: -408 lbf
#ANCHORS: 4
LOAD/ANCHOR, Fa: -94 lbf
TEST LOAD/ANCHOR: -550 lbf
SF: 5.86
DIST LOAD, Fdd: 2.66 psf
POINT LOAD, Fda: 13.58 lbs
ROOF PITCH: 20-27 deg
PANEL TILT: 0 deg
ROW: 4
NOM SPAN: 45"
MAX SPAN: 4"
MAX CANTILEVER: 23"
UPLIFT/ROW, Fur: -2042 lbf
#ANCHORS: 18
LOAD/ANCHOR, Fa: -104 lbf
TEST LOAD/ANCHOR: -550 lbf
SF: 5.3
DIST LOAD, Fdd: 2.82 psf
POINT LOAD, Fda: 16.01 lbs
ROOF PITCH: 20-27 deg
PANEL TILT: 0 deg
ROW: 6
NOM SPAN: 45"
MAX SPAN: 4"
MAX CANTILEVER: 23"
UPLIFT/ROW, Fur: -1225 lbf
#ANCHORS: 11
LOAD/ANCHOR, Fa: -112 lbf
TEST LOAD/ANCHOR: -550 lbf
SF: 4.9
DIST LOAD, Fdd: 2.81 psf
POINT LOAD, Fda: 17.2 lbs
ROOF PITCH: 20-27 deg
PANEL TILT: 0 deg
ROW: 9
NOM SPAN: 45"
MAX SPAN: 4"
MAX CANTILEVER: 23"
UPLIFT/ROW, Fur: -1225 lbf
#ANCHORS: 6
LOAD/ANCHOR, Fa: -189 lbf
TEST LOAD/ANCHOR: -550 lbf
SF: 2.92
DIST LOAD, Fdd: 2.54 psf
POINT LOAD, Fda: 25.95 lbs
ROOF PITCH: 20-27 deg
PANEL TILT: 0 deg
Z: g1
P: -20 psf
Fup: -408 lbf
90
Z: g1
P: -20 psf
Fup: -408 lbf
91
Z: g1
P: -20 psf
Fup: -408 lbf
92
22.25"
ROW: 10
NOM SPAN: 45"
MAX SPAN: 4"
MAX CANTILEVER: 23"
UPLIFT/ROW, Fur: -2042 lbf
#ANCHORS: 10
LOAD/ANCHOR, Fa: -189 lbf
TEST LOAD/ANCHOR: -550 lbf
SF: 2.92
DIST LOAD, Fdd: 2.54 psf
POINT LOAD, Fda: 25.95 lbs
ROOF PITCH: 20-27 deg
PANEL TILT: 0 deg
Z: g1
P: -20 psf
Fup: -408 lbf
100
Z: g1
P: -20 psf
Fup: -408 lbf
101
Z: g1
P: -20 psf
Fup: -408 lbf
102
Z: g1
P: -20 psf
Fup: -408 lbf
103
Z: g1
P: -20 psf
Fup: -408 lbf
104
22.25"
ROW: 11
NOM SPAN: 45"
MAX SPAN: 4"
MAX CANTILEVER: 23"
UPLIFT/ROW, Fur: -1633 lbf
#ANCHORS: 8
LOAD/ANCHOR, Fa: -189 lbf
TEST LOAD/ANCHOR: -550 lbf
SF: 2.92
DIST LOAD, Fdd: 2.54 psf
POINT LOAD, Fda: 25.95 lbs
ROOF PITCH: 20-27 deg
PANEL TILT: 0 deg
Z: g1
P: -20 psf
Fup: -408 lbf
110
Z: g1
P: -20 psf
Fup: -408 lbf
111
Z: g1
P: -20 psf
Fup: -408 lbf
112
Z: g1
P: -20 psf
Fup: -408 lbf
113
22.25"
PROJECT ID:
CONTRACTOR:DESCRIPTIONDATE VERBY
PAPER:
ARCHB
SCALE:
NTS
03.22.21 RG 01 INITIAL DESIGN
UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS3140 W KENNEDY BLVD
#106, TAMPA FL 33609CA: 33343
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9
LORI GROVE
5306 PALMETTO DR, FORT PIERCE, FL 34982, USA
032221-MSS-GROVE
SOLAR SUN LLC
6120 CENTRAL AVE,
ST.PETERSBURG FL 33707
727-888-6000
I-EC13008840 SP02
ROW: 12 Z: g1
P: -20 psf
Fup: -408 lbf
120
Z: g1
P: -20 psf
Fup: -408 lbf
121
Z: g1
P: -20 psf
Fup: -408 lbf
122
22.25"
ROW: 13 Z: g1
P: -20 psf
Fup: -408 lbf
130
Z: g1
P: -20 psf
Fup: -408 lbf
131
Z: g1
P: -20 psf
Fup: -408 lbf
132
22.25"
ROW: 14
NOM SPAN: 45"
MAX SPAN: 4"
MAX CANTILEVER: 23"
UPLIFT/ROW, Fur: -1225 lbf
#ANCHORS: 11
LOAD/ANCHOR, Fa: -112 lbf
TEST LOAD/ANCHOR: -550 lbf
SF: 4.9
DIST LOAD, Fdd: 2.81 psf
POINT LOAD, Fda: 17.2 lbs
ROOF PITCH: 20-27 deg
PANEL TILT: 0 deg
Z: g1
P: -20 psf
Fup: -408 lbf
140
Z: g1
P: -20 psf
Fup: -408 lbf
141
Z: g1
P: -20 psf
Fup: -408 lbf
142 22.25"
NOM SPAN: 45"
MAX SPAN: 4"
MAX CANTILEVER: 23"
UPLIFT/ROW, Fur: -1225 lbf
#ANCHORS: 6
LOAD/ANCHOR, Fa: -189 lbf
TEST LOAD/ANCHOR: -550 lbf
SF: 2.92
DIST LOAD, Fdd: 2.54 psf
POINT LOAD, Fda: 25.95 lbs
ROOF PITCH: 20-27 deg
PANEL TILT: 0 deg
ROW: 15
NOM SPAN: 45"
MAX SPAN: 4"
MAX CANTILEVER: 23"
UPLIFT/ROW, Fur: -1429 lbf
#ANCHORS: 11
LOAD/ANCHOR, Fa: -133 lbf
TEST LOAD/ANCHOR: -550 lbf
SF: 4.15
DIST LOAD, Fdd: 2.81 psf
POINT LOAD, Fda: 17.2 lbs
ROOF PITCH: 20-27 deg
PANEL TILT: 0 deg
Z: g1
P: -30 psf
Fup: -613 lbf
150
Z: g1
P: -20 psf
Fup: -408 lbf
151
Z: g1
P: -20 psf
Fup: -408 lbf
152
NOM SPAN: 45"
MAX SPAN: 4"
MAX CANTILEVER: 23"
UPLIFT/ROW, Fur: -1225 lbf
#ANCHORS: 6
LOAD/ANCHOR, Fa: -189 lbf
TEST LOAD/ANCHOR: -550 lbf
SF: 2.92
DIST LOAD, Fdd: 2.54 psf
POINT LOAD, Fda: 25.95 lbs
ROOF PITCH: 20-27 deg
PANEL TILT: 0 deg
22.25"
ROW: 16
NOM SPAN: 45"
MAX SPAN: 4"
MAX CANTILEVER: 23"
UPLIFT/ROW, Fur: -1429 lbf
#ANCHORS: 11
LOAD/ANCHOR, Fa: -133 lbf
TEST LOAD/ANCHOR: -550 lbf
SF: 4.15
DIST LOAD, Fdd: 2.81 psf
POINT LOAD, Fda: 17.2 lbs
ROOF PITCH: 20-27 deg
PANEL TILT: 0 deg
Z: g1
P: -30 psf
Fup: -613 lbf
160
Z: g1
P: -20 psf
Fup: -408 lbf
161
Z: g1
P: -20 psf
Fup: -408 lbf
162 22.25"
ROW: 17
NOM SPAN: 45"
MAX SPAN: 4"
MAX CANTILEVER: 23"
UPLIFT/ROW, Fur: -817 lbf
#ANCHORS: 8
LOAD/ANCHOR, Fa: -93 lbf
TEST LOAD/ANCHOR: -550 lbf
SF: 5.89
DIST LOAD, Fdd: 2.85 psf
POINT LOAD, Fda: 14.53 lbs
ROOF PITCH: 20-27 deg
PANEL TILT: 0 deg
Z: g1
P: -20 psf
Fup: -408 lbf
170
Z: g1
P: -20 psf
Fup: -408 lbf
171 10.05"
SA01
BLK-G9380
72.4 IN
40.6 IN
5.9-17.7 IN
0-21.7 IN
GENERAL
1.1 DESIGNED PER FBC 2020/ASCE 7-16 MINIMUM DESIGN LOADS
FOR BUILDING AND OTHER STRUCTURES.
1.2 CONTRACTOR IS RESPONSIBLE FOR INSTALLING PV MODULES,
RACKING & RACKING SUPPORTS IN ACCORDANCE WITH THE
MANUFACTURER INSTALLATION INSTRUCTIONS NOT SHOWN IN THIS
PLAN.
1.3 WITHDRAWAL VALUES GIVEN PER NDS 2015 BASED ON SG OF 0.5
OR MANUFACTURER SUPPLIED 3RD PARTY UPLIFT TESTING REPORTS
WITH APPLICABLE SAFETY FACTORS.
1.4 ALL PENETRATIONS SHALL BE FLASHED OR SEALED IN A
MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL AND
ROOF.
1.5 THE SUPPORTING ROOF STRUCTURE SHALL BE CONVENTIONAL
WOOD FRAMED CONSTRUCTION WITH PRE-ENGINEERED TRUSSES
OR ROOF FRAMING MEMBERS AT A SPACING OF 24 IN MAXIMUM ON
CENTER.
1.6 EXISTING STRUCTURE IS ASSUMED TO BE IN COMPLIANCE WITH
APPLICABLE BUILDING CODES AT THE TIME OF CONSTRUCTION.
1.7 CONTRACTOR SHALL NOTIFY ENGINEER OF ANY CONDITION
CHANGES.
01 ANCHORAGE DETAIL 02 NOTES
03 ANCHOR DETAIL 04 RAIL & CLAMPS DETAIL 05 MODULE DETAILS
PROJECT ID:
CONTRACTOR:DESCRIPTIONDATE VERBY
PAPER:
ARCHB
SCALE:
NTS
03.22.21 RG 01 INITIAL DESIGN
UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS3140 W KENNEDY BLVD
#106, TAMPA FL 33609CA: 33343
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9
LORI GROVE
5306 PALMETTO DR, FORT PIERCE, FL 34982, USA
032221-MSS-GROVE
SOLAR SUN LLC
6120 CENTRAL AVE,
ST.PETERSBURG FL 33707
727-888-6000
I-EC13008840
SD01
PROJECT ID:
CONTRACTOR:DESCRIPTIONDATE VERBY
PAPER:
ARCHB
SCALE:
NTS
03.22.21 RG 01 INITIAL DESIGN
UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS3140 W KENNEDY BLVD
#106, TAMPA FL 33609CA: 33343
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9
LORI GROVE
5306 PALMETTO DR, FORT PIERCE, FL 34982, USA
032221-MSS-GROVE
SOLAR SUN LLC
6120 CENTRAL AVE,
ST.PETERSBURG FL 33707
727-888-6000
I-EC13008840
SD02
PROJECT ID:
CONTRACTOR:DESCRIPTIONDATE VERBY
PAPER:
ARCHB
SCALE:
NTS
03.22.21 RG 01 INITIAL DESIGN
UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS3140 W KENNEDY BLVD
#106, TAMPA FL 33609CA: 33343
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9
LORI GROVE
5306 PALMETTO DR, FORT PIERCE, FL 34982, USA
032221-MSS-GROVE
SOLAR SUN LLC
6120 CENTRAL AVE,
ST.PETERSBURG FL 33707
727-888-6000
I-EC13008840
E01
GENERAL
1.1 CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH FBC 2020/ASCE 7-16 AND NEC 2017 REQUIREMENTS AND EQUIPMENT INSTALLATION
INSTRUCTIONS NOT SHOWN IN THIS PLAN.
1.2 CONDUCTOR TYPES SHALL MEET THE REQUIREMENTS PER NEC 310.10 BASED ON INSTALLATION LOCATION.
1.3 DIRECT-CURRENT PV SOURCE AND OUTPUT CONDUCTORS INSIDE A BUILDING SHALL BE CONTAINED IN METAL RACEWAYS, 690.31(G).
1.4 ALL EQUIPMENT SHALL BE LISTED PER NEC 690.4(B).
1.5 CONDUCTORS ARE SIZED BASED ON RACEWAYS NOT EXPOSED TO DIRECT SUNLIGHT UNLESS STATED OTHERWISE. 10% OF CIRCUIT
LENGTH CAN BE EXPOSED DIRECT SUNLIGHT UP TO 10FT, NEC 310.15(A)(2).
1.6 PV SOURCE AND OUTPUT CIRCUIT CONDUCTORS ARE SIZED TO BE EXPOSED TO DIRECT SUNLIGHT GREATER THAN 10% OF THEIR
LENGTH WHEN INSTALLED IN RACEWAYS ½” OR GREATER ABOVE ROOF. ADJUSTMENTS ARE BASED ON MAX STRING CURRENT OF 15A &
AMBIENT TEMPERATURE OF 35C PER NEC 310.15(B)(2)(A) & 310.15(B)(3)(C).
SYSTEM
2.1 THE OUTPUT VOLTAGE OF THE OPTIMIZERS ARE REGULATED BY THE INVERTER AND ARE NOT IMPACTED BY THE NUMBER OF MODULES IN
THE STRING. THE CONTINUOUS CURRENT OF A SINGLE STRING IS EQUAL TO THE MAXIMUM OUTPUT CURRENT OF THE OPTIMIZER OF 15A.
2.2 THE INVERTER IS EQUIPPED WITH A RAPID SHUTDOWN FEATURE WHICH CONFORMS TO NEC 690.12.
2.3 THE INVERTER IS NON-ISOLATED AND UNGROUNDED. NEITHER THE NEGATIVE NOR POSITIVE CONDUCTOR IS GROUNDED AND HAS A
COMMON AC AND DC EQUIPMENT GROUNDING TERMINAL THEREFORE NO DC GEC IS REQUIRED.
2.4 INTERCONNECTION SHALL BE MADE BY LINE-SIDE-TAP PER ARTICLE 705.12(A) USING INSULATED, PIERCING CONNECTORS UL LISTED FOR
THIS PURPOSE AND LOCATED WITHIN CODE COMPLIANT ENCLOSURE. TAP CONDUCTORS SHALL BE NO MORE THAN 10FT PER 705.31.
2.5 INTEGRATED DC DISCONNECT AND AFCI IS PROVIDED WITH INVERTER.
GROUNDING
3.1 ALL EQUIPMENT SHALL BE PROPERLY GROUNDED PER THE REQUIREMENTS OF NEC ARTICLES 250 & 690.
3.2 FRAMED PV MODULES SHALL BE BONDED TOGETHER USING LUGS OR RACKING INTEGRATED GROUNDING CLAMPS.
3.3 EQUIPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED PER NEC 250.120(C), SIZED PER 690.45 & BE A MINIMUM OF #6 WHEN
EXPOSED TO DAMAGE.
PROJECT ID:
CONTRACTOR:DESCRIPTIONDATE VERBY
PAPER:
ARCHB
SCALE:
NTS
03.22.21 RG 01 INITIAL DESIGN
UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS3140 W KENNEDY BLVD
#106, TAMPA FL 33609CA: 33343
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9
LORI GROVE
5306 PALMETTO DR, FORT PIERCE, FL 34982, USA
032221-MSS-GROVE
SOLAR SUN LLC
6120 CENTRAL AVE,
ST.PETERSBURG FL 33707
727-888-6000
I-EC13008840
CALCS BASED ON MAX CONDITIONS. CIRCUIT LENGTH BASED ON 1% VOLTAGE DROP. SEE NOTE 1.6 FOR RACEWAYS IN DIRECT SUNLIGHT. *CCC: CURRENT CARRYING CONDUCTORS
01 INVERTER RATINGS03 SYSTEM05
CONDUCTOR SCHEDULE06
ELECTRICAL LINE DIAGRAM07
*ENERAL NOTES
MODULE RATINGS04
MAKE SOLAREDGE
MODEL SE7600H-US SE7600H-US
MAX INPUT POWER 11800 11800 W
MAX INPUT VOLTAGE 480 480 V
NOM INPUT VOLTAGE 400 400 V
MAX INPUT CURRENT 20 20 A
NOM AC VOLTAGE 240 240 V
MAX AC CURRENT 32 32 A
NOM AC POWER 7600 7600 W
MAKE HANWHA
MODEL BLK-G9380
RATED POWER 380 W
VMPP 37.85 V
IMPP 10.04 A
VOC 45.04 V
ISC 10.50 A
TOTAL # MODS 52
TOTAL # INVERTERS 2
STC DC RATING 19.76 KW
AC OUTPUT RATING 15.2 KW
MIN STRING SIZE 8 MOD
MAX STRING SIZE 15 MOD
INVERTER 1:SE7600H-US
# MODS 26
# STRINGS 2
STC DC RATING 9.88 KW
DC/AC 130 %
MPP CURRENT 20.00 A
INVERTER 2:SE7600H-US
# MODS 26
# STRINGS 2
STC DC RATING 9.88 KW
DC/AC 130 %
MPP CURRENT 20.00 A
D
INVERTER 2EGC BOND POINT,
ROOF ARRAY RACKING
SYSTEM, NOTE #3.2.
B2
C1
JBOX
1 PH LOCKABLE FUSED AC
DISCONNECT, 120/240V
MIN 80A W/ 80A FUSES
A: #10 PV WIRE,
600V RATED
INVERTER 1B1
08 - 15 MODS
120/240V MIN 100A
SUBPNL
40A-2P
=
=
=
=
15
SE P400
01
=
=
40A-2P
C2
ID RUN VOLTAGE (V) CURRENT (A) VD (%)LENGTH CONDUCTOR SIZE Ω/KFT CONDUIT SIZE #CCC EGC OCPD
TERM (C)TEMP ADJ FILL ADJ BASE AMP DERATED AMP
A STR - JBOX 400 15 1 108 PV WIRE #10 1.24 FREE AIR NA 2 #10 NA 75 0.96 1 35 35
B1 JBOX1 - INV 400 15 1 108
THHN/THWN-2 | PV WIRE #10 1.24 PVC/EMT/FMC MIN 3/4" 4 #10 NA 75 0.96 0.8 35 30.72
B2 JBOX2 - INV 400 15 1 108
THHN/THWN-2 | PV WIRE #10 1.24 PVC/EMT/FMC MIN 3/4" 4 #10 NA 75 0.96 0.8 35 30.72
C1 INV1 - PNL 240 32 1 48 THHN/THWN-2 #8 0.778 PVC/EMT/FMC/NMLT MIN 3/4" 3 #10 40 75 0.96 1 50 50
C2 INV2 - PNL 240 32 1 48 THHN/THWN-2 #8 0.778 PVC/EMT/FMC/NMLT MIN 3/4" 3 #10 40 75 0.96 1 50 50
D PNL - DISC 240 64 1 61 THHN/THWN-2 #4 0.308 PVC/EMT/FMC/NMLT MIN 1" 3 #8 80 75 0.96 1 85 85
E DISC - PCC 240 64 1 61 THHN/THWN-2 #4 0.308 PVC/EMT/FMC/NMLT MIN 1"3 NA 80 75 0.96 1 85 85
E
M
EXISTING 225A
120/240V PANEL
EXISTING
GROUNDING
ELECTRODE
LINE-SIDE-TAP,
RE: NOTE 2.4
225A
<=10FT
08 - 15 MODS
08 - 15 MODS
08 - 15 MODS
EL01
NEC 690.13(B)
LOCATION(S): 3, 4
NEC 690.13(B)
LOCATION(S): 3, 4
NFPA 1 11.12.2.1.3, NEC 690.31(G)(3)
LOCATION(S): 1, 2
NEC 705.12(B)(3)
LOCATION(S): 5
NEC 690.54
LOCATION(S): 5
NFPA 1 11.12.2.1.4
LOCATION(S): 4, 5
NEC 690.53
LOCATION(S): 3
SYSTEM SERVICED BY:
SOLAR SUN LLC
727-888-6000
SYSTEM SERVICED BY:
SOLAR SUN LLC
727-888-6000
NFPA 1 11.12.2.1.4, NEC 690.56(B), 705.10
LOCATION(S): 5
NFPA 1 11.12.2.1.1.6, NEC 690.56(C)(3)
LOCATION(S): 4
NFPA 1 11.12.2.1.1.1.1, NEC 690.56(C)(1)
LOCATION(S): 5
GENERAL
1.1 LABEL MATERIALS SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE
ENVIRONMENT, NEC 110.21(B)(3).
1.2 EXACT MATERIALS USED ARE SUBJECT TO THE REQUIREMENTS OF THE AUTHORITY
HAVING JURISDICTION.
1.3 LABELS SHALL BE A MINIMUM LETTER HEIGHT OF 3/8" AND PERMANENTLY AFFIXED.
01 LABELS 02
480
0
15
240
32
PROJECT ID:
CONTRACTOR:DESCRIPTIONDATE VERBY
PAPER:
ARCHB
SCALE:
NTS
03.22.21 RG 01 INITIAL DESIGN
UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS3140 W KENNEDY BLVD
#106, TAMPA FL 33609CA: 33343
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9
LORI GROVE
5306 PALMETTO DR, FORT PIERCE, FL 34982, USA
032221-MSS-GROVE
SOLAR SUN LLC
6120 CENTRAL AVE,
ST.PETERSBURG FL 33707
727-888-6000
I-EC13008840
02 NOTES
ED01
PROJECT ID:
CONTRACTOR:DESCRIPTIONDATE VERBY
PAPER:
ARCHB
SCALE:
NTS
03.22.21 RG 01 INITIAL DESIGN
UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS3140 W KENNEDY BLVD
#106, TAMPA FL 33609CA: 33343
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9
LORI GROVE
5306 PALMETTO DR, FORT PIERCE, FL 34982, USA
032221-MSS-GROVE
SOLAR SUN LLC
6120 CENTRAL AVE,
ST.PETERSBURG FL 33707
727-888-6000
I-EC13008840
ED02
PROJECT ID:
CONTRACTOR:DESCRIPTIONDATE VERBY
PAPER:
ARCHB
SCALE:
NTS
03.22.21 RG 01 INITIAL DESIGN
UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS3140 W KENNEDY BLVD
#106, TAMPA FL 33609CA: 33343
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9
LORI GROVE
5306 PALMETTO DR, FORT PIERCE, FL 34982, USA
032221-MSS-GROVE
SOLAR SUN LLC
6120 CENTRAL AVE,
ST.PETERSBURG FL 33707
727-888-6000
I-EC13008840