HomeMy WebLinkAboutREVISION, ROOF ATTACHMENTS STRUCTURALT01
01 VICINITY
02 AERIAL
LORI GROVE
5306 PALMETTO DR, FORT PIERCE, FL 34982, USA
PROJECT INFORMATION
DISTRICTS
DESIGN SPECS
GOVERNING CODES
SYSTEM
COUNTY: ST LUCIE COUNTY
JURISDICTION: ST LUCIE COUNTY
WIND EXPOSURE: B
WIND SPEED (MPH): 160
SNOW LOAD (PSF): 0
BUILDING: FBC 2020/ASCE 7-16
ELECTRICAL: NEC 2017
FIRE: FFPC 2020/NFPA 2018
SIZE (KWDC): 19.76
# PANELS: 52
PANEL: BLK-G9380
INVERTER(S): undefined
VOLTAGE (V): 240
PROJECT ID:
CONTRACTOR:DESCRIPTIONDATEVERBY
PAPER:
ARCHB
SCALE:
NTS
03.22.21 RG 01 INITIAL DESIGN
04.21.21 RG 02 UPDATED ATTACHMENTS 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 33609
CA: 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
S01
ROOF 1
MEAN HEIGHT:12'
MATERIAL: SHINGLE
SHAPE: GABLE
ATTACHMENT: (148) S5!-S-5-N
RAIL: (492') IRONRIDGE-XR100
MAX POINT DEADLOAD: 26 lbs
MAX ANCHOR LOAD: -189 lbf
MIN SAFETY FACTOR: 8.24
FRAMING
RAFTER/TRUSS SIZE: MIN 2X4
RAFTER/TRUSS SPACING: 24" OC
ARRAY(S)
MODULES: (52) BLK-G9380
ARRAY 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:DESCRIPTIONDATEVERBY
PAPER:
ARCHB
SCALE:
NTS
03.22.21 RG 01 INITIAL DESIGN
04.21.21 RG 02 UPDATED ATTACHMENTS 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 33609
CA: 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
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:DESCRIPTIONDATEVERBY
PAPER:
ARCHB
SCALE:
NTS
03.22.21 RG 01 INITIAL DESIGN
04.21.21 RG 02 UPDATED ATTACHMENTS 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 33609
CA: 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
SP01
01 ATTACHMENT PLAN (SHINGLE ROOF)
PROJECT ID:
CONTRACTOR:DESCRIPTIONDATEVERBY
PAPER:
ARCHB
SCALE:
NTS
03.22.21 RG 01 INITIAL DESIGN
04.21.21 RG 02 UPDATED ATTACHMENTS 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 33609
CA: 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-G9380
TOTAL AREA:1061.46 SQFT
HARDWARE
RAIL:
ATTACHMENT:
ANCHORAGE:
492' IRONRIDGE-XR100
(148) S5!-S-5-N
RIB/SEAM
FRAMING
SIZE:MIN. 2X4
SPACING:24" OC
ROOF
MEAN HEIGHT:12'
MATERIAL:SHINGLE
SHAPE:GABLE
GEOGRAPHY
EXPOSURE CAT:B
WIND SPEED:160 MPH
SNOW LOAD:0 LBS
LOAD CALCS PER ASCE 7-16 & SEAOC PV2-2017
DEAD LOAD CALC
LOADS:
Panel = 43lbs
Anchors = 1.2lbs
Rail = 0.72lbs/ft
Misc = 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 (within 2 deg)
- 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 & 29.4.4
P = 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
NOM SPAN: 48"
MAX SPAN: 48"
MAX CANTILEVER: 24"
UPLIFT/ROW, Fur: -408 lbf
#ANCHORS: 4
LOAD/ANCHOR, Fa: -94 lbf
TEST LOAD/ANCHOR: -1554 lbf
SF: 16.54
DIST LOAD, Fdd: 2.66 psf
POINT LOAD, Fda: 13.58 lbs
ROOF PITCH: 20-27 deg
PANEL TILT: 0-2 deg
Z: g1
P: -20 psf
Fup: -408 lbf
00
16.6"
ROW: 1
NOM SPAN: 48"
MAX SPAN: 48"
MAX CANTILEVER: 24"
UPLIFT/ROW, Fur: -817 lbf
#ANCHORS: 4
LOAD/ANCHOR, Fa: -189 lbf
TEST LOAD/ANCHOR: -1554 lbf
SF: 8.24
DIST LOAD, Fdd: 2.54 psf
POINT LOAD, Fda: 25.95 lbs
ROOF PITCH: 20-27 deg
PANEL TILT: 0-2 deg
Z: g1
P: -20 psf
Fup: -408 lbf
10
Z: g1
P: -20 psf
Fup: -408 lbf
11
23.75"
ROW: 2
NOM SPAN: 48"
MAX SPAN: 48"
MAX CANTILEVER: 24"
UPLIFT/ROW, Fur: -408 lbf
#ANCHORS: 4
LOAD/ANCHOR, Fa: -94 lbf
TEST LOAD/ANCHOR: -1554 lbf
SF: 16.54
DIST LOAD, Fdd: 2.66 psf
POINT LOAD, Fda: 13.58 lbs
ROOF PITCH: 20-27 deg
PANEL TILT: 0-2 deg
Z: g1
P: -20 psf
Fup: -408 lbf
20
16.6"
ROW: 3
NOM SPAN: 48"
MAX SPAN: 48"
MAX CANTILEVER: 24"
UPLIFT/ROW, Fur: -1225 lbf
#ANCHORS: 6
LOAD/ANCHOR, Fa: -189 lbf
TEST LOAD/ANCHOR: -1554 lbf
SF: 8.24
DIST LOAD, Fdd: 2.54 psf
POINT LOAD, Fda: 25.95 lbs
ROOF PITCH: 20-27 deg
PANEL TILT: 0-2 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
23.75"
ROW: 4
NOM SPAN: 48"
MAX SPAN: 48"
MAX CANTILEVER: 24"
UPLIFT/ROW, Fur: -2042 lbf
#ANCHORS: 16
LOAD/ANCHOR, Fa: -117 lbf
TEST LOAD/ANCHOR: -1554 lbf
SF: 13.29
DIST LOAD, Fdd: 2.8 psf
POINT LOAD, Fda: 17.86 lbs
ROOF PITCH: 20-27 deg
PANEL TILT: 0-2 deg
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
23.75"
ROW: 5
NOM SPAN: 48"
MAX SPAN: 48"
MAX CANTILEVER: 24"
UPLIFT/ROW, Fur: -1633 lbf
#ANCHORS: 14
LOAD/ANCHOR, Fa: -107 lbf
TEST LOAD/ANCHOR: -1554 lbf
SF: 14.55
DIST LOAD, Fdd: 2.82 psf
POINT LOAD, Fda: 16.43 lbs
ROOF PITCH: 20-27 deg
PANEL TILT: 0-2 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
2.35"
ROW: 6
NOM SPAN: 48"
MAX SPAN: 48"
MAX CANTILEVER: 24"
UPLIFT/ROW, Fur: -1225 lbf
#ANCHORS: 10
LOAD/ANCHOR, Fa: -112 lbf
TEST LOAD/ANCHOR: -1554 lbf
SF: 13.85
DIST LOAD, Fdd: 2.81 psf
POINT LOAD, Fda: 17.2 lbs
ROOF PITCH: 20-27 deg
PANEL TILT: 0-2 deg
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
23.75"
ROW: 7
NOM SPAN: 48"
MAX SPAN: 48"
MAX CANTILEVER: 24"
UPLIFT/ROW, Fur: -1225 lbf
#ANCHORS: 10
LOAD/ANCHOR, Fa: -112 lbf
TEST LOAD/ANCHOR: -1554 lbf
SF: 13.85
DIST LOAD, Fdd: 2.81 psf
POINT LOAD, Fda: 17.2 lbs
ROOF PITCH: 20-27 deg
PANEL TILT: 0-2 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
23.75"
ROW: 8
NOM SPAN: 48"
MAX SPAN: 48"
MAX CANTILEVER: 24"
UPLIFT/ROW, Fur: -408 lbf
#ANCHORS: 4
LOAD/ANCHOR, Fa: -94 lbf
TEST LOAD/ANCHOR: -1554 lbf
SF: 16.54
DIST LOAD, Fdd: 2.66 psf
POINT LOAD, Fda: 13.58 lbs
ROOF PITCH: 20-27 deg
PANEL TILT: 0-2 deg
Z: g1
P: -20 psf
Fup: -408 lbf
80
16.6"
ROW: 9
NOM SPAN: 48"
MAX SPAN: 48"
MAX CANTILEVER: 24"
UPLIFT/ROW, Fur: -1225 lbf
#ANCHORS: 6
LOAD/ANCHOR, Fa: -189 lbf
TEST LOAD/ANCHOR: -1554 lbf
SF: 8.24
DIST LOAD, Fdd: 2.54 psf
POINT LOAD, Fda: 25.95 lbs
ROOF PITCH: 20-27 deg
PANEL TILT: 0-2 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
23.75"
ROW: 10
NOM SPAN: 48"
MAX SPAN: 48"
MAX CANTILEVER: 24"
UPLIFT/ROW, Fur: -2042 lbf
#ANCHORS: 10
LOAD/ANCHOR, Fa: -189 lbf
TEST LOAD/ANCHOR: -1554 lbf
SF: 8.24
DIST LOAD, Fdd: 2.54 psf
POINT LOAD, Fda: 25.95 lbs
ROOF PITCH: 20-27 deg
PANEL TILT: 0-2 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
12"
ROW: 11
NOM SPAN: 48"
MAX SPAN: 48"
MAX CANTILEVER: 24"
UPLIFT/ROW, Fur: -1633 lbf
#ANCHORS: 8
LOAD/ANCHOR, Fa: -189 lbf
TEST LOAD/ANCHOR: -1554 lbf
SF: 8.24
DIST LOAD, Fdd: 2.54 psf
POINT LOAD, Fda: 25.95 lbs
ROOF PITCH: 20-27 deg
PANEL TILT: 0-2 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
19.15"
PROJECT ID:
CONTRACTOR:DESCRIPTIONDATEVERBY
PAPER:
ARCHB
SCALE:
NTS
03.22.21 RG 01 INITIAL DESIGN
04.21.21 RG 02 UPDATED ATTACHMENTS 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 33609
CA: 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
23.75"
ROW: 13
NOM SPAN: 48"
MAX SPAN: 48"
MAX CANTILEVER: 24"
UPLIFT/ROW, Fur: -1225 lbf
#ANCHORS: 6
LOAD/ANCHOR, Fa: -189 lbf
TEST LOAD/ANCHOR: -1554 lbf
SF: 8.24
DIST LOAD, Fdd: 2.54 psf
POINT LOAD, Fda: 25.95 lbs
ROOF PITCH: 20-27 deg
PANEL TILT: 0-2 deg
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
23.75"
ROW: 14
NOM SPAN: 48"
MAX SPAN: 48"
MAX CANTILEVER: 24"
UPLIFT/ROW, Fur: -1225 lbf
#ANCHORS: 10
LOAD/ANCHOR, Fa: -112 lbf
TEST LOAD/ANCHOR: -1554 lbf
SF: 13.85
DIST LOAD, Fdd: 2.81 psf
POINT LOAD, Fda: 17.2 lbs
ROOF PITCH: 20-27 deg
PANEL TILT: 0-2 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
23.75"
NOM SPAN: 48"
MAX SPAN: 48"
MAX CANTILEVER: 24"
UPLIFT/ROW, Fur: -1225 lbf
#ANCHORS: 6
LOAD/ANCHOR, Fa: -189 lbf
TEST LOAD/ANCHOR: -1554 lbf
SF: 8.24
DIST LOAD, Fdd: 2.54 psf
POINT LOAD, Fda: 25.95 lbs
ROOF PITCH: 20-27 deg
PANEL TILT: 0-2 deg
ROW: 15
NOM SPAN: 48"
MAX SPAN: 48"
MAX CANTILEVER: 24"
UPLIFT/ROW, Fur: -1429 lbf
#ANCHORS: 11
LOAD/ANCHOR, Fa: -133 lbf
TEST LOAD/ANCHOR: -1554 lbf
SF: 11.72
DIST LOAD, Fdd: 2.81 psf
POINT LOAD, Fda: 17.2 lbs
ROOF PITCH: 20-27 deg
PANEL TILT: 0-2 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
23.75"
ROW: 16
NOM SPAN: 48"
MAX SPAN: 48"
MAX CANTILEVER: 24"
UPLIFT/ROW, Fur: -1429 lbf
#ANCHORS: 11
LOAD/ANCHOR, Fa: -133 lbf
TEST LOAD/ANCHOR: -1554 lbf
SF: 11.72
DIST LOAD, Fdd: 2.81 psf
POINT LOAD, Fda: 17.2 lbs
ROOF PITCH: 20-27 deg
PANEL TILT: 0-2 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
23.75"
ROW: 17
NOM SPAN: 48"
MAX SPAN: 48"
MAX CANTILEVER: 24"
UPLIFT/ROW, Fur: -817 lbf
#ANCHORS: 8
LOAD/ANCHOR, Fa: -93 lbf
TEST LOAD/ANCHOR: -1554 lbf
SF: 16.64
DIST LOAD, Fdd: 2.85 psf
POINT LOAD, Fda: 14.53 lbs
ROOF PITCH: 20-27 deg
PANEL TILT: 0-2 deg
Z: g1
P: -20 psf
Fup: -408 lbf
170
Z: g1
P: -20 psf
Fup: -408 lbf
171
1.05"
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 USING ASTM C920 COMPLAINT SEALANT IN PILOT HOLES AND
AROUND FASTENERS.
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:DESCRIPTIONDATEVERBY
PAPER:
ARCHB
SCALE:
NTS
03.22.21 RG 01 INITIAL DESIGN
04.21.21 RG 02 UPDATED ATTACHMENTS 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 33609
CA: 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:DESCRIPTIONDATEVERBY
PAPER:
ARCHB
SCALE:
NTS
03.22.21 RG 01 INITIAL DESIGN
04.21.21 RG 02 UPDATED ATTACHMENTS 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 33609
CA: 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:DESCRIPTIONDATEVERBY
PAPER:
ARCHB
SCALE:
NTS
03.22.21 RG 01 INITIAL DESIGN
04.21.21 RG 02 UPDATED ATTACHMENTS 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 33609
CA: 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