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HomeMy WebLinkAboutPLANSV
9 1
—, 8 1 7 1 6 1 5 1 4 1 _ 3.
2
A
B
C
D
E
F
u
GOLDLINE
CC)rgM1)LSe
/tem
EIektro:nik
NOTES:
"IffNC® Cotnfo/•tesotUtow
AM12(Yy4Ty
W A r E R H E A r E R 5
SCOPE OF WORK: Solar water heating system Improvement/Retrofit
The scope of work is to verity that the solar water heating system specified in this document meets the
requirements set forth in Florida Building Code Residential, 6th edition (2017), FSEC standard 104-10 and
Florida Statutes 377.705.
CONTRACTORINPUT•
Property Address
UT/b W\ncu fq
Customer Name: 0
This solar domestic water heating system is open loop or direct as defined by the 2017 FBC
R202. Circulation is by AC powered pump and a differential controller. Main system components
include:
Solar Collector; AE series by Alternate Energy Technologies, LLC in sizes 3x7, 4x8, and 4x10.
Collector consists of a copper absorber, closed celrinsulation, low iron glass and 6061-T6 aluminum
extruded side wall. Collector has been tested to 102 psf. American Water heater tank or approved
equivalent in sizes of 50, 66, 80, and 120 gallon capacities. Tank is a solar/electric combination that
uses a single 4500 watt element during periods of inclement weather to ensure an adequate supply of
hot water.
TACO stainless steel circulating pump
Goldline GL30 differential controller with 2 qty 10,000 ohm thermisters
Steca TR 0301 U differential controller with 2 city 1,000 ohm sensors
1. Wind load calculations based on 2017 FBC 6th Ed Table R301.2(2) Roof Pressures, which
is a modified components and cladding adjusted to .6 factor for ASD.
2. Wind force estimates are collector area dependent. The table provided on p2 was
developed using the smaller area of the AE-21 collector giving slightly higher pressures
for the larger panels. This complies with FBC to use the area of 1 module or collector for
wind pressure calculations.
3. The design of this installation is based on requirements of the 2017 (6th edition) Florida
Building Code (FBC) and referencing equations set forth by ASCE standard ASCE/SEI
7-10 and testing of the solar collector in accordance with TAS 202-94/ASTM E330. All
aluminum structural members to be 6061-T6 with all structural steel to be low carbon
galvanized steel and all hardware to be Type 304 Stainless Steel.
4. The Solar Collectors installed per these drawings are for the Alternate Energy
Technologies (AET) listings; AE-21, AE-32 and AE-40, with a maximum uplift of 51 psf for
4 mounting points and up to 68 psf (AE-40 horizontally mounted) when using 6
mounting points.
5. Collector(s) must be mounted using AET mounting hardware per the manufacturer's
instrucions in order to obtain the listed wind rating.
6. Wet collector load is under 5 psf total for all models.
7. When flush mounted to the roof with AET mounting hardware, the air gap between the
collector and the roof is between 2" to 10" thus eliminating the collector from being
considered as part of the building envelope.
8. In all cases, the installation contractor must comply with any local AHJ requirements.
9. Piping to be Type L copper Hard or annealed,1/2" dia.
INDEX OF DRAWINGS
Page
Title .
Content
Rev Date
Notes
A-101_
C>rid,Love�r'page - l-
Site plan, index, notes
00/00
1
A-102y
��Wi`oad�2a1--�
`Developed chart for 2017 FBC Table R301.2(2) Roof Pressures
00/00
1
P-i.01,
Plumbin
':.`.
rSystem schematics
00/00
1
5-101
Attachments
Mounting hardware, (lashings, attachments
00/00
1
S-102
Attachmertg s
Mounting details
00/00
1
S-103;
Aftachnnents�
Flat roof mounting details
00/00
2
S-104
Attachlne�l�s' .y
;AET collector, HWHZ 51<PSF<68
00/00
2
Z-101
FSEa ) "".
'Certifications 0-50-21 and 066-32
00/00
2
Z-162
_
FSEC=�.'.�� ""'
Certifications 0-80-40 and 0-120-64
00/00
2
Z-103
FSEC
Certifications 0-120-80 and AET letter
00/00
1
Z-104
Lag Bolt
Lag bolt evaluation
APPLICABLE CODES, STANDARDS, and CERTIFICATIONS
- 2017 (6th edition) Florida Building Code. Specifically
chapter 14, solar systems
- ASCE 7-10 Minimum Design Loads for Buildings and Other Structures
- NSF/ANSI 61 relating to lead standards in Potable water systems
- Florida Statute Section 377.705 requiring FSEC or approved
certifications
- FSEC 104-10 "Florida Standards for Design and Installation of
Solar Thermal Systems"
NOTES
1. Drawings, calculations, tables developed requiring a PE seal and
signature
2. Support documents, cut sheets, tables, reprints from publications
such as ASCE 7-10, and shop drawings that do not require a PE seal
and signature
ENGINEER:
JOHN ALGER
4105 SAINT JOHN'S PARKWAY
SANFORD, FL 32771
PH 800-929-3919 X1411
Ialger@theleveredge.com
State License # 74730
LAWN BY:
HNALGER, PE
Effigh"
OGE DAre:11AM18vau AM
109hA3r
3155fi0 1 LDR-0-AC-AE
fRev. 12.15.17
A: 31930
CONTRACTOR REQUIRED
TO INDICATE SYSTEM SIZE
BY SELECTING THE
CORRESPONDING BOX
BELOW.
Select one from the list below:
❑1 0-66-32
FSEC#
FSEC# 300511 FSEC# 300512
❑0-80-40 ❑ 0-120-64
FSEC# 300510 FSEC# 300504
0-120-80
FSEC# 300505
Where O=open direct system first numbers are tank
size, second numbers are array area. All are AC active
pumped using a different controller with sensors.
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
VVnIVI'
r� , ? ?
BY
,`..,.1,;.xE,
St. Lucie
r,
14
InIQQ. A-101
A
B
c
C
E
F
A-1
Table R301.2(2) interpolated to effective area of igty
21sq ft module or collector
Exposure 8, mean roof height 30 ft and under, Kd e.85, Kzt w 1
roof
Roof
1301
1
1401
150j
1601
1651
1
170
1
1751
pftd3
Zones
down
uplift 1dmvn
Juplift
down
uplift
down
uplift
down
uplift
down
uplift
down
uplift
1
10
-17 1
10
-20
9.2
-23
10.6
-26
11.3
-28
11.9
-30
12.6
-32.1
0-7 deg
2
10
-26.9
10
-30.8
91
-29.8
10.6
40.8
11.3
-43.3
119
-45.8
12-6
-49
3
10
-37.6
10
-43.6
9.2
-495
10.6
-565
113
- 0.5
111-9
-64 A
its
-69A
1
10
-16
11-1
-19
12.7
-21
14.4
-24
15.4
-25.5
16.3
-27
17.3
-29
8-27deg
2
10
-25S
11.1
-30.9
12.7
-35
14A
49.8
15.4
A2.3
16.3
44.8
17.3
-47.9
3
10
-39.9
ILI
45.9
1.7
-52.8
14A
-59.8
15.4
-63.8
163
-67.8
17.3
-714
1.
16.2
-17
2&B
-]99
2L6
-229
2A.6
-25.9
26.2
-27.4
27.7
-2&9
29.4
3L9
2B-45 deg
2
16.2
-20
I8,6
-23
2L6
-269
24.6
-30
26.2
-32
27.7
-33.9
29.4
-363
3
162
-20
18.8
-23
2L6
-2&9 124.6
-30
26.2
52 1
27.7
-319
29.4
-36.5
I
IExposurec,
mean roof height 15ft and under, Kde.85, Krt w land Lambda(adjustmentfaaor) n 1.211
i
roof
Roof
130
1401
1501
1601
1651
1701
1731
pitch
Zones
down
uplift
down
uplift
dmwn
uplift
down
uplift
down
uplift
down
uplift
down
uplift
1
at
-20.6
12.1
-24.2
LLl
-27.8
12.8
-31-5
13.7
-33.9
14.4
-36.3
15.2
-38.8
0-7 deg
2
1L1
-325
lil
-57.3
11-1
-36.1
12.8
-49.4
13.7
-52.4
14.4
-55.4
15.2
-59.3
3
12-1
-45.5
121
-52.8
11-1
-59.9
12.8
-68.4
13.7
-73.2
14.4
-775
15.2
-82-8
1
12.1
-19.4
13.4.
-21S
15.4
-25.4
17A
-29.0
18.6
-309
19.7
-32.7
209
-35.1
8-27deg
2
121
-31-3
13.4
-37.4
15.4
424
17.4
48.2
19.6
-51.2
19.7
-54.2
20.9
-SS.D
3
12.1
48.3
13.4
-55.5
ISA
-09
17.4
-72.4
18.6
-771
19.7
-810
20.9
-97.6
1
lJ'.6
120.6
2L7
-24.1
26.1
-27.7
29.6
-3L3
3L7
-332
}35
-35.0
35.6
38.6
78-45 deg
2
19.6
-24.2
2L7
-27.8
26.1
-325
29.8
-3&3
3L7
-3&7
335
-4L0
1-16
-44..2
3
19-6
-24.2
227
-27.8
26.1
-325
29.9
-36.3
3L7
-3&7
335
-0LO
35.6
44.2
i
[Exposure C. mean roof height L5-30ft, Kd n 95, K2t"1
and Lambda (adjustment factor) "1.4 i
i
i
roof
Roof
1301
1401
1501
1601
165
1701
1751
pitrtdt
Zones
down
uplift
down
uplift
dawn
uplift
down
uplift
down
uplift
down
uplift
dawn
uplift
1
14.0
-2.3.8
14.0
-28.0
229
-312
14.8
-36.4
15.8
-392
16.7
-42.0
17.6
-44.9
0-7 deg
2
14.0
-37.7
14.0
-43.1
12.9
-41.7
14.8
-57.1
15.8
-6116
16.7
-64.1
17.6
-68.6
3
14.0
-52.6
14.0
-61-0
129
ffl.3
14.8
-79.1
15.8
-94.7
16.7
-90.2
17.6
-95.8
1
14.0
-22A
i5S
-25.2
17.8
-29A
201
-33.6
216
-35.7
22.8
-37.8
24.2
-40.6
8-27 deg
2
14.0
-36.3
15.5
-033
17.8
A9.0
20.2
-55.7
2L6
-59.2
22B
SL7
24.2
-67.1
3
14.0
-55.9
15.5
-64.3
17.8
-73.9
20.2
43.7
2L6
49.3
22-8
-94.9
24.2
-10L4
1
2i7
-23.8
26.3
-27.9
30.2
-3L1
34A
-36.3
361
-38A
38.8
.40.5
4L2
44.7
28-45deg
2
22 7
-2&O
26.3
-32,2
302 1
-37.7
34.4
-420
36.7
-44.8
38.8
475
4L2
-51.3
roof
Roof
130
140
ISO
1601
165l
170�%-(&92S.4
175j
Pitch
Zones
down
uplift
down
uplift
down
uplift
down
uplift
down
uplift
dawn
uplift
1
14.7
-25.0
14.7
-20.4
135
-33-8
15.6
-38.2
16.6
41.2
175
-471
0.7 deg
+._ 4- -
14.7-,
j 89.5
14.7 _'s
45.3
115
-43.8
15.6
-60.0
16.6
-63.7
17.5
-72-0
_
3
14.7-
, -55.3
14.7
-64.1
13.5
-7L8
15.6
-83.1_
16.6
4A.9
17.5
-1005
' ' 1 -'
14.7
^--23.5
46.3-'.
-1-265
18.7
-30.9
2L2
-35.3
22.6
57.5
24.0
-42.6
8-27deg.'
i.`2
-'14,7
-38.1
t1&3
P-45A
18.7
51-S
212
-5&5
22.6
-62-2
24.0
-70.4
3
14.7
-58.7
163
'47.5
181
-77.6
21.2
-97.9
226
-93.8
24.0
4
-10&4
23.8
-25.6
27.6
-29.3
31.8
-33.7
36.2
-38.1
38.5
-40.3
40.7
-425
43.2
46
28-45 deg
2.9
BERM']
23.8
-29.4
27.6
-33.8
31B
-39.5
1 36.2
-44.1
38.5
47.0
40.7
-49.8
43.2
-53.7
3
23.8
-29.4
27.6
-33.8
31-8
1 -39.5
1 36.2
-44.1
1 39.5
1 47.0
1 40.7
-49.8
43.2
-53.7
i
I Exposure D, mean roof height IS to 30
ft. Kd - .85, Ktt w 1 and adjustment factor=1.66
roof
Roof
1301
moo
ISO
1 1601
1651
170
1 175
pitch
7nnes
dmhtan '
1{plift3 .
down
uplift
down
uplift
down
uplift
down
uplift
down
uplift
dawn
uplift
-.•1'
`}k,6i
-_
,16.6
-112
15.3
-38.2
17.6
-412
18.9
-4&5
19.8
-418
20.9
533
0-7 deg
2
16.6 _,
- 16.6
-51-3
15.3
49.5
17.6
-67.7
18.8
-719
19.8
-76.0
209
-81-3
16`.6 -
E?S.6,
-72.4
1&3
-82.2
17.6
-93.8
18.8
-100.4
19.8
-105.9
20.9
413.5
-
1
,16,6
-26.6
. 18.4 `
-29.9
2L1
.94.9
23.9
-39.8
25.6
-42.3
27.1
-44.8
28.7
48.1
8-27deg
2
''
43.0
-,t8,4 '
-51.3
21.1
-58.1
239
-661
25.6
-70.2
27.1
-74.4
2&7
-79.5
16,6'
-66.2
38.4 -
-76.2
21.3
-87.6
23A
-",3
_ 25.6
-1059
27.1
-112.5
28.7
-120.2
"
1
'26.9"'
�' =28.2
: 3L2 -
-33.0
359
-3&0
40.8
43.0
43S
a15.5
46.0
-48.0
48.8
53.0
28-45 deg
';>.,2">,•;'2[+,
,�31-.2�
.,-312`-1
-38.2
35.9
-44.7
40.8
�I9.6
43.5
-53.1
46.0
-56.3
49.8
50.6
26
t33.2,-
;'3L2
-381
35.9
-44.7
418
59.8
43.5
53.1
46.0
-56.3
48.8
-me
Per Florida Bulldjti4fode'rptRicilr+e�w'=3 tgDe taken as the surface area of 1 module of panel
Tabfesinterpcla€edfrdin 201 T.'O�gtilldlog Code-Restdenda4 Gth Edition12017) Page 25 as ailovred for effective area
Table values have been adjusted and recalculated for height and exposure using adjustment coefficients In Table 3012.3
Table values have already been multiplied by1.6 to covert component and cladding pressures to AM .�
.
HOW TO USE THIS TABLE AND FIGURE:
1. Determine wind zones on roof from figure. "a" is 4 ft in all
cases,
2. Obtain the wind speed from the local authority having jurisdiction.
3. Note roof pitch and mean elevation (height) of the roof and round up.
Example: mean roof elevation is 16 ft, use 30 ft.
4. Pick the table that fits the exposure and mean roof height. Example:
Category C exposure - site conditions with some flat areas and 15 ft
means the mean roof height is no taller than 15 ft. Mean roof height is
the average of the ridge and eve heights.
5. Locate the column for the wind speed and circle the down force and
uplift pressures for the three roof pressure zones.
6. Uplift pressures up to and including 51 psf can use standard
mounting hardware with 4 mounts per panel. 4x10 can only be
mounted on the 10 ft long sides due to panel deflection. For panels
mounting in roof zones 52 psf to 68 psf, high wind mounts for the
4x10 panel, 6 mount attachments must be used.
y'!iWr
l ri _ `.'
f
i 8s7
s8' 8
G6olE ROOP3
Note: ft .4*a Will eaks.
hWrt m
T<Ds2r
ENGINEER:
JOHN ALGER
4105 SAINT JOHN'S PARKWAY
SANFORD, FL 32771
PH 800-929-3919 X1411
jalger@theleveredge.com
State License N 74730
PROVIDER:
THE IEVEIIEDGE
14M Gmm Highway
Odessa. R.33556
G13-0m 51m
CE1GSgte of
41h0ruaVm P.31930 .14
LDRAWN BY:
JOHN ALGER, PE
__J
DPlE 11/C/2a18930 PM
L
LDR-O.16.17
Rev. 0-AC-A
NOTES:
1. Pressures shown are applied normal to the surface,
for exposure B, at h=30 ft (9.1 m). Adjust to other -
conditions using Equation 30.5-1.
2. Plus and minus signs signify pressures acting toward
and away from the surfaces, respectively.
h: Mean roof height, in feet (meters), except that
eave height shall be used for roof angles <10°.
0: Angle of plane of roof from horizontal in degrees.
I I TYPICAL "AC" PUMP SYSTEM TYPICAL 'DC' PUMP SYSTEM
DIFFERENTIAL
TEMPERATURE
CONTROL
CIRCULATION F
ISOLATION VA
TKERKWETER
W TO FIXTURES -4
Y//
AIR VENT
RELIEF VALVE
PRATE KN VALVE
VALVE(S)
—ANTI-SIPH13H VALVE, ELECTRIC
�— CV FROM
SERVICE
ISOLATION VALVE
'I Ili!OLIIII
CIRCULATION F
ISOLATION VA
THERKMTTER
KW T13 MATURES -
AIR VENT
RELIEF VALVE
PROTECTION VALVE
VALVE(S)
—ANTI-SIPHON VALVE, MECHANICAL
--jk� ev FRW4
SERVICE
ISOLATION VALVE
l T /
SENSOR LITTHER
DRAWDR N j4Lt VALVE
SOLAR STORAGE TANK SOLAR STORAGE TANK
V/ ELECTRIC BACKUP W/ ELECTRIC BACKUP
Meets requirements of 2017 Florida Building Code 6th edition Residential
Section 2802.1 for mixing valve and temperature indicator at the
mixing valve outlet.
REVISIONS
PIPING SCHEMATICS ay
FM!
�:� VLM
AC AND DC PUMPED SYSTEMS P-101
P-101
ALTERNATE ENERGY TECHNOLOGIES, LLC
SOLAR COLLECTOR INSTALLATION DRAWINGS
(MOUNTING HARDWARE ALTERNATIVES)
7
I'
I�
� l�"! ay. f�P+pYoawmea..•.unoe•
a.•aTisotl..vlNn
1 j, r wn{eq are. w-e•q.m.e..
STANDARD MOUNT
,p,_ tL
MOUNTING CLIP OPTIONS
RACK MOUNT FLUSH MOUNT OFTIONALHURRICANEMOUNT FOR HVHZZONES
f
j
A
INSTALLATION REQUIREMENTS
1) THE SOLAR COLLECTOR INSTALLATION AS. DETAILED IN THIS DRAWINGS I FOR THE INSTALLATION OF ALTERNATE ENERGY
w TECHNOLOGIES AE-SERIES SOLAR COLLECTORS ON STRUCTURES SUBJECTED TO A MAXIMUM UPLIFT PRESSURE OF 68 POUNDS
PER SQUARE FOOT (PSF}
O
U
2) THE DESIGN OF THIS INSTALLATION IS BASED ON REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE, ASCE 7-10 AND
TESTING OF THE SOLAR COLLECTOR IN ACCORDANCE WITH PA 202 (TAB 202.94), ASTM E 330
3) THE INSTALLATION SHALL UTILIZE HARDWARE PROVIDED BY THE MANUFACTURER AS DETAILED IN THIS DRAWING.
4) ALL ALUMINUM STRUCTURAL MEMBERS TO BE 6061-T8. ALL STRUCTURAL STEEL MEMBERS TO BE LOW CARBON GALVANIZED
STEEL, AND ALL HARDWARE (BOLTS, NUTS, ETC) TO BE STAINLESS STEEL
PER FBC 2017 6th Ed., COLLECTORS MUST BE SRCC OG100 LISTED.
AE -SERIES COLLECTORS
MODEL
ABSORBER
WIDTH ;. LENGTH
SRCCN
AE-21
SELECTIVE
351875 85.1$75°
1000i840
SELECTIVE
1 351875 97.1875"
i 10001943
_AE-24
AE-26
I SELECTIVE
47.167 ! 77.1675'
12011058A
AE-32
SELECTIVE
1 47.1875' 97.1875'
1 10001858
AE-40
SELECTIVE
47.1875' 121.1875°
110DD1820
DESIGN WIND PRESSURE
MAXIMUM SUCTION UPLIFT: 68 PSF j
TYPICAL INSTALLATION DETAIL
(STANDING WAIJ METAL ROOF)
Y 10.1'14A
RKKKIxT � 4aPe06Y/m
ap FUiWMIB(
9K YIIEZ
CIPKlRW � YY.UeYi'IQ
CAPBS' YWWI
� RMluL181
Cx
OQQ QWIRl
O
6liDAl@
�f1iGGAEn9 - tlMlLtII
Ia/ �NS1q CfAM
YEtiKPOCF
QATEFY1b�
CONNECROTJ DETAIL \
ucHoaNASAomwRNfGFNs \
RRPJYyLEL.BALM�
'E'er �0f8 DESIGN WIND PRESSURE
PAAXIhNM SUCT}DN UPtIFT: &EI PSF
SOVAC9LLECTOR
Sa4ea1'HEKCAPSCRw
W1FIATWASHBR
AETRAC LOMTHOM
lA1lRRCJ0CHA114Li.
SEAMFDMETALROOF
0vTL Iw" SHO w
L- RDUF CECKHO
SECTION VIEW A:A
SEAMED METAL ROOF
LAG BOLT MOUNTING
Rtr.AliTyU
Four
ItYnTIOD -= Rapr.
I0.T
IAA
90.T ! -
- z.r
't .. IPL159
LAG BOLTS ARETO BE Tr DUVAETERAND MUSTPEtt`tt -'TPATETHE RAFTER
MElffi RAMINIMUMOF7.
PILOT HESO)D BE Bm4LET @ILO THE CENTERLINE OF THE RAFTER
AND STIOLILD BESETdtEkF1� $¢TS c OF THE BOLT D7AMElER
APPLY; ,SUPfd.1 OF�R¢OP SEALANT CR A SEAIfJLT PAD ARO W D
TNES!>rh7NG? bbRR E4'URW(C�jHF MOUNTING BiTACKET.
'ALL' ({ IVARE(BDLTS B'VfASHERS}TO BESTAWLESS STEEL,
:THIS DETAIL SHOULD BE SPECIFIED BYnr1E DESIGN ARCHITECT OR ENGINEER
.T0SECAPABLFIHA4,ww.,.i ADDMONALLOADS.
HNl�D51M
IYrJBK I?HE%
'�' HiPBDiE//
tRWtdKN1 �-•� L0'•fe%1JN'IEX
LET � � GP6CREW
IADtl DAAUFAa'RAATL9NARDA'ARE
Fg2rARNL68A01MG1
owcvaaaaro
/2'THRFiADEDROD URETHANEROD R��
OR HEX CAP SCREW' I TAMGLILARMOUNRNG
SPANNER Md0l'4V87E�.mill � SPACER
ROOF 03 RFOUIRED)
nTa v*n OF ^�
SPACER —.�.
BLOCK
� SPACER
� BLOCK
1-ISO EW
AT EACH
f ATEACHSPACE BLO
AT EACH RAPIER _ J!/ AT EACHS('ACER BLOCK
rXrSPAWtER(18'OCRAf•TERS) STAINLESS STEEL RAT.
rxC'SPAIVAR(24*OCRAFTERS) `--- WASHBR LOCK WASHER
2F 2A 3tIWSTEEL AH.'T, ESPAN'HER - AND NU[T
SPANNER BOLTS TO BE 1/2" DIAMETER, STAINLESS STEEL, WHERE HEX
CAP SCREWS ARE USED IN PLACE OF THREADED ROD, THE SCREW
LENGTH VARIES WITH THE ROOF CONSTRUCTION AND SPANNER
MEMBER USED.
SPACER BLOCKS SHALL BE INSTALLED WITHIN 1"OF THE THRU-BOLT
WHEN THRU-BOLT IS WITHIN 2"OF A RAFTER. ONLY ONE SPACE BLOCK
WILL BE REQUIRED ON THE OPPOSITE SIDE OF THE BOLT, AWAY FROM
THE RAFTER. TWO SPACER BLOCKS ARE REQUIRED WHEN THE BOLT IS
MORE THAN 2" FROM THE RAFTER.
WHEN THE MOUNTING PROVISIONS OF ADJACENT COLLECTORS ARE
INSTALLED SIDE BY SIDE AND THE THRU-BOLTS ARE 1 1/2" OR MORE
APART, IT WILL BE NECESSARY TO HAVE AT LEAST ONE
SPACER BLOCK (OR RAFTER) BETWEEN BOLTS.
SEALANT IS REQUIRED BETWEEN MOUNTING BLOCK AND SHINGLES/
SHEATHING. BOLT HOLES SHALL BE SEALED TO PREVENT MOISTURE
PENETRATION.
SECTION VIEW A:A
SPANNER DETAIL
�eY'P�sMMY
6TAYYTet
6IR M1 �/ Y1 G'I W64
N
TYPICAL INSTA WTION DETAIL
(INCUMEDTRE ROOF)
ORHLJLCk^ iIWVY aUeBEReFFINET 1RIOFKiaMLkWNrRG
LSTArAESCSTE6) —� BPAC1h1'
SIAN(mFFSPACER
CLAY=/'-iAR REOIAra:D}
�dmlRiR1t L
� uJlTlr
fA:gK1A'M�I
r aaaaaw
AP.WWBi .wh!�3�•tOKt.W NR
BC1NRAl dW6CtLV!
1-I*B A CRSOREIV
\ � i•ODHALORSCaEYt
ATSAW RAFTER
ATEACHSPAC ROLOCK
`
fitrR'ANWEItN�Oa RATYB2S1—'
STiVFLES3SiEELFLAT.
2X6-SPA>,CMAROCRAPTD
WASHERLOCKWASHER
2Y Sa S1b'SlE0. MCif 6PANI6M
5t
ARDIWT
/ ,.\ Hoalces REVISIONS a^"'+A aroRvwT`ov
LE: • ` .T{,�NUdeM+netNueywaxd REV I DATE I BY I- AESCRB`Dd MTC tQLRCtr
�f • hYE iflIou .IU fPAnN BM
-w<PmYFdrhY4wReyiM'aia aal:E' RTS
IOa.im k namA `1A.R�w In~Le..aHa S-102
eraam�lda:�L 4rwr.�A-+z
CONNECTION DETAIL
DBAaLLNxsftBIA HAWXV
FaaPaawa m
nWx RNXB
m
INSTALLATION DETAILS - FLAT WOOD FRAME ROOF
3B'-16 FINISHED
HEX NUT
1' a T-x 1JB'
ALUMINUM
SOVARETUBE
1" X1" X 1/9' SQUARE ALUMINUM TUBING (2 FOR STANDARD
MOUNTING TO 51PSF, a CITY FOR HVHZ WIND ZONES
MAAMUM LENGTH OF TUBING TO 2W FOR A 30 DEGREE ANGLE
AND HORIZONTALLY MOUNTED COLLECTOR IN HVHZ ZONES.
TYPICAL INSTALLATION.DETAIL
(FLAT WOOD FRAME ROOF)
LAG BOLTS INSTALLED INTOTHE CENTER OFA RAFTER OR TRUSS
MAYBE USED IN LIEU OF 11V ALLTHREAD ROD AND SPANNERS WITH
BLOCKS SEE LAG BOLT MOUNTING DErA1L PITCH POCKET WITH SPACER
BLOCKS MUST BE USED IN THE SAME WAY AS WITH THE ALL THREAD
ROM 3M" DAX 3" MINIMUM EMBEDMENT LAG BOLTS MUST BEUSM
HIHGEMOUNT
CUP
HEX
1/4' 20X U2- HEX-
CAPSCREW
TRUNSULAR
MOUNTING
BRACKET
_ XB%ISX4'HEX
GAP SCREW
3fV-16 X 1214' HEX
CAP SCREW
TRLANGULARMOUNTING
BRACKET
CONNECTION DETAIL
' 'i.(
koANUFAGTUR'Ii POD%/) FORTILTEO
moJNrr,DN FpArrioOfG: ti; i pricm PAN
- C� rpq\pm„rawamurm
P:wry^ImeL..-aeon m.u,�
Od"sk FFry 35M MNm.^w1A,F. ak+eut U,
OGnsgR $3669 e tesEH4
813d1n.S100 �'"01pfOfld4
HINGEMOufir
CLIP
114'$0 X YY REL
CAP SCREW
SW-16 X 4' HEX
CAP SCREW
SPACERBLOCK
AS REQUIRED
PITCH POCKET
(PAN)
CONNECTION DETAIL
FOR MOUNT ON FLAT ROOFS
USE PrrCH PAN
IM THREADED ROD
OR HEX CAP SCREW
(STAINLESS STEW
ROOF
1 STRUCTURE
1- IDD KAIL OR SCREW
AT EACH RAFTER
2Y 4' SPANNER (I6' CC RAFTERS)
2'a B'SPANNER (24' CC RAFTERS)
Zx Zx 3riW STEEL ANGLE SPANNER.
OR BUM
TRIANGULAR MOUNTING
BRACKET
_ SPACER
(AS REQUIRED)
1-SD NAIL OR SCREW
ATEACH SPACER BLOCK
STAINLESS STEEL FLAT-
WASHMI-OCKWASHER
AND NUT
1 Spacer Blocks shall be installed within 1" of the thru-bolt.
2 When thru-bolt Is within 2" of a rafter, only one spacer block will be required on the opposite side of the bolt, away from the rafter
3 Two Spacer Blocks are required with the bolt Ismore than 2" from the rafter/truss.
4 When the mounting provisions of adjacent collectors are installed side and the thru-bolts are 1-1/2" or more apart, itwill be
necessary to have at least one spacer blockor rafter between bolts
5 Sealants are required between mounting block and shingles/sheathing. Bolt Holes shall be sealed to prevent moisture penetration.
6 Steel Angle Spanner (2"K2")0/16") may be substituted for wood spanner.
'Hex Cap Screw length varies with roof construction and spanner design.
GENERALNOTES
1 The Solar Collector installation as detailed In these drawings is for the installation of Alternate Energy Techniologies
AE-Series on structures subjected to a maximum uplift pressure of 51psf for a 4 paint mounting and standard mounting
hardware and up to 68 psf for horizontal mounting with 6 mounting point and HVHZ hardware
2 The design of this installation is based on requirement sof the 2017 Florida Building Code, ASCE 7-10 Minimum Design Loads for Buildings
and other Structures, and testing of the solar Collectors in accordance with PA.202.(TA$ 202-94), ASTM E 330
3..The installation shall utilitze hardware provided by the manufacturer as noted in these drawings
4 All aluminum structural members to be 6061-T-6. All Structural Steel members to be low carbon, galvanized steel, and all hardware
(bolts, nuts, washers) to be stainless steel
1W THREADED ROD
OR HEX CAP SCREW
SOLDER T;OOUE' (STAINLESS STEEL)
LAP PITCH
D PER — PAN
FEEDI RETURN � BUILT-UP
PLUMBATG APPLY ROOFING
SEALANT
ROOF FLASHING DETAIL
APPLY ROOFING SEALANT TO THE UNDERSIDE OF
THE FLASHING BASE PRIOR TO INSTALLATION
TRIANGULAR
MOuNnNG
BRACKET
r-- PITCH
SPACER
AS REQUIRED
PITCH PAN DETAIL
RAFTER
MEMBER
REVISIONS
0"%ow0amum
Tha La"FEd9e
Certificate of Authadzafion:
DESIGN WINO PRESSURE
RiN
mn
I BY
oFBfAi"tiQ,
wTE
>nir6lt
1423 Gunn Highway
31930
MAxiMUM L04.IFT PRESSURE
e.^
Od"-M FL 33SSS
61 PSF WITH 4 POINTMOUNRNG AND STANDARD HARDWARE
acue
p,
x.rs
813-4904400
State ucense 9-
66 PSFWIfH 6 POINT MOUNTING AND LNHT HARDWARE
$
-103
74730
S-103
INSTALLATION DETAILS - HIGH -VELOCITY WIND ZONES (HVHZ)
(DADE 8 BROWARD COUNTIES, WIND PRESSURES 51 TO 68 PSF)
TYPICAL INSTALLATION DETAIL
(INCLINED SHINGLE ROOF)
(FLUSH MOUNT ONLY AS SHOWN)
THE COLLECTOR ATTACHMENT HARDWARE (AE-CUPS) SHALL BE MOUNTED ON THE LONG SIDES
OF THE SOLAR COLLECTORS AND SHALL BE CONNECTED IN THE LOCATIONS SHOWN IN THE
ABOVE DIAGRAM FOR THE ILLUSTRATED MODEL
NOTES:
THIS DRAWING DETAILS THE INSTALLATION OF A HORIZONTALLY MOUNTED, AE-00
SOLAR COLLECTOR N HIGH -VELOCITY WIND ZONE AREAS.
THESE FIGURES SHOW THE HARDWARE PROVIDED BY THE MANUFACTURER THAT HAS
UNDERGONE TESTING AND SHALL BE USED TO ATTACH THE SOLAR COLLECTORS TO
THE STRUCTURE PROPERLY. NO SUBSTITUTIONS SHALL BE PERMITTED.
THE COLLECTORATTACHMENT SHAD. BE AS INDICATED IN THE MANUFACTURERS
INSTALLATION INSTRUCTIONS AND THESE DRAWINGS.
THE AE CUPS THAT ARE ATTACHED TO THE SOLAR COLLECTOR SHALL BE WITHIN 112
INCH OF THE INDICATED DISTANCE LISTED BELOW AND SHALL BE LIMITED TO THE
INSTALLATION METHODS DESCRIBED IN SHEETAE$ OF THIS DRAWING SET.
INSTALLATIONS MAY REQUIRE ADDITIONAL ROOF BRACING. THE CONTRACTOR SHOULD
CONSULT A STRUCTURAL ENGINEER FOR SPECIFIC BRACING REQUIREMENTS. THE
INSTALLING CONTRACTOR SHOULD FOLLOW ACCEPTABLE CARPENTRY / ROOFING
PRACTICES WHENEVER ADDITIONAL BRACING IS ADDED.
THIS INSTALLATION METHOD IS LIMITED TO LOW-RISE, RISK CATEGORY II ENCLOSED
BUILDINGS, EXPOSURE CATEGORY C OR D WITH MEAN ROOF HEIGHTS OF 30 FEET
OR LESS AND ROOF PITCH ANGLES 45 DEGREES OR LESS AS LONG AS THE PRESSURES
ARE 68 PSF OR LESS.
FIGURE 1. COLLECTOR ATTACHMENT'
(SECTION VIEW A:A)
HINGE
MOUNT
CUP
TRt4HClRAR iW'•mxtlCSS
MOUNiPtO \1` HEXC{WSCREW
RAC BKET
YH'-16 P
HIXCAP SCRSCR
t`W
T"REE'AE..CLIPS ARE TO BE INSTALLED AT EACH CONNECTION POINT
WITH THE TRIANGULAR BRAOTTAS SHOWN IN THIS OETAR
FIGURE 2. ATTACHMENT HARDWARE
MINCE MOUNT
C-mxyr HEX
AP SCREW
W-16 FDOSHEO
HIXNUT
3$'.16 X 4'ITEX
CAP SCREW
TRIANGULAR MOOM..._
BRACKET'
TtIREE'AU-CUP5 ARE TO BE REQUIRED TOATTACH THE COLLECTORS TO THE STTBICTURE
PROPEgY WHEN USINO THEMOLE BRACWT. NOSUBSTITUHONSARE ALLOWED.
NDTI C F 6:
REVISIONS
CRAAIWO vSOwtATFWI
[Ev- v.
Te. D,wyw rk Wn•a.....e
REV
DAT6
05/
DOSCRNTKYI
DATE
TClmn
--
nw-abn. r. va a.cmin
tnAxH Or:
x
MPrD'NTb l..l,Ccd,TM®.
Htd
td23 Gunn
etCwu nmTwldnatPM co
"EaT
EflTrw.S-104
Odeui 558
MFmcromlawteaNlt.
4naa p.mtnM.
613dp3.6103
CERTIFIED SOLAR THERMAL SYSTEM
SUPPLIER:
MODEL:
0.50-21
The LeverEdge
THERMAL SYSTEM
Pumped, Direct
1423 Gunn Highway
-TYPE:
Odessa, FL 33656 USA
www.theleveredge.com
CERTIFICATION#:
300511
Original
September 22, 2014
Certification:
Expiration Date:
September 22, 2034
This system was evaluated by the Florida Solar Energy Center (FSEC) in accordance with the Florida Standards Program for Solar Domestic Water and Pool
Heating Systems (FSEC Standard 104-10) and was found to meet the minimum standards established by FSEC.
The calculated Florida Energy Factors (FEF) for this system am:
FEF North
(FEF,)
FEF Central
(FEF,)
FEF South
(FEF,)
1.70
1.70
1.70.
Option
Collector Panel
Collector Farrel
Collector Panel
Quantity
Total Panel area
Total Panel area
Manufacturer
Certification Number
Model Number
1
Alternate Energy
Technologies
00081 N
AE-21
1
1.93 (ml)
20.77 (W)
2
Alternate Energy
00213N
MSC-21
1
2.00 (m2)
21.5 (it -)Technologies
Tank Manufacturer
Model
Capacity
Type
Ectulvafard Tank may be
p bs6tued
UL listed conventional 3052
Existing
gallon tank retrofitted for solar
1971iter
Solar
YES
application
Pump Manufacturer
Model Number
Power Draw
Type
Grundfos Pumps Corporation
UP 15-18 B5
2!!!
Centrifugal
TACO
003-BC4
50 W
Cenaifugal
TACO
003 VTBC4
152W
Centrifugal
Controller Manufactuner
Modal Number
Type
Goldiine Controls, Inc.
GL30
Differential
Slecca
TRO301.1-"U
Differential
IMC
SOLR-2ELC-10
Differential
Independent Energy
CM30/C30
Differential
Resol
DeltaSol BS/1
Differential
Freeze Protection 1: Recirculation
Freeze Protection 2: Freeze valve
REMARKS: -•� (, 1 I t L-
T hnicalq)(eC(oi/ .." • ., > • `r -``'.
Print Date: September, 2014
�, , �.© 2014 University of Central Florida.
FSEC/UCF ♦ 1679 Cleadake Road ♦ Cocoa, Florida 32922 ♦ (321) 638.1426 Fax (321) 638-1010 www.fsec.ud.edu
CERTIFIED SOLAR THERMAL SYSTEM
SUPPLIER:
MODEL: -
0-66/32
The LeverEdge
THERMAL SYSTEM
Pumped, Direct
1423 Gunn Highway
TYPE:
Odessa, FL 33556 USA
wwwtheleveredge.com
CERTIFICATION #:
300512
Original
September 22, 2014
Certification:
Expiration Date:
September 22, 2034
This system was evaluated by the Florida Solar Energy Center (FSEC) in accordance wth the Florida Standards Program for Solar Domestic Water and Pool
Heating Systems (FSEC Standard 104-10) and was found to meet the minimum standards established by FSEC.
The calculated Florida Energy Factors (FEF) for this system are:
FEF North
(FEF,)
FEF Central
(FEF,)
FEF South
(FEF,)
1.70
1.80
1.80
Option
Collector Panel
Collector Panel
Col�rpenel
Quantity
Total Parcel ama
Total Panel area
Manufacturer
Certification Number
Model Number
1
Alternate Energy
00089N
AE-32
1
2.96 (mx)
31.91 (0'9
Technologies
2
Alternate Energy
00214N
MSC32
1
3.36(W)
36.05(it-)
Technologies
Tank Manufacturer
Model
Capacity
Type
Equivalent Tank they be
substituetl
UL listed conventional 66
Existing
gallon tank retrofitted for solar
250liter
Solar
YES
application
Pump Manufacturer
Model Number
Power Draw
Type
Gmndfos Pumps Corporation
UP 15-18 B5
25 W
Centrifugal
TACO
003-SC4
50 W
Centrifugal
TACO
003 VTBC4
162W
Centrifugal
Controller Manufacturer
Model Number
Type
Goldline Controls, Inc.
GL30
Differential
Stecca
TRO.301-1-B-00
Differential
IMC
SOLR-2ELC-10
Differential
Independent Energy
CM-30TC30
Differential
Resol
Deltasol BS/1
Differential
Fmeze Protection 1: Recirculation
Freeze Protection 2: Freeze valve
REMARKS:
qwzA 1%2d.F
Technical Director
Print Date: September, 2014
® 2014 University of Central Florida.
FSEC/UCF f 1679 Cleadake Road ♦ Cocoa, Florida 32922 ♦ (321) 638-1426 ♦ Fax (321) 638-1010 • www.fsec.ud.edu
Z-101
FSEC
CERTIFIED SOLAR THERMAL SYSTEM
SUPPLIER:
MODEL:
The Leverfdge
THERMAL SYSTEM
1423 Gunn Highway
TYPE:
Odessa, FL 33556 USA
waw3heleveredge.com
CERTIFICATION 4:
Original
Certification:
Expiration Date:
)+�FSEC
�-'1 //''�� CERTIFIED SOLARTHERMAL SYSTEM
0�040 .ns F \ L. �N SUPPLIER: MODEL:
Pumped, Direct S L The Gunn dgeHighway
THERMAL SYSTEM
�' 1423 Gunn Highway TYPE:
Odessa, FL 33556 USA
300510 —" www.theleveredge.com CERTIFICATION 4:
September 22, 2014 ` Original
Certification:
September 22, 2034 Expiration Date:
This system was evaluated by the Florida Solar Energy Center (FSEC) In accordance with the Florida Standards Program for Solar Domestic Water and Pool
Healing Systems (FSEC Standard 104-10) and was found to meet the minimum standards established by FSEC.
The calculated Florida Energy Factors (FEF) for this system are:
FEF North
(FEF,)
PEP Central
(FEF,)
FEF South
(FEFs)
2.10
2.20
2.20
Option
Collector Panel
Collector Panel
Collector Panel
Quantity
Total Parcel area
Total Panel area
Manufacturer
Certification Number
Model Number
1
Alternate Energy
Technologies
00090N
AE-40
1
3.70 (m')
39.79 (W)
2
Attemate Energy
Technologies
00215N
MSC-40
1
3.76 (mg)
40.52 ($-)
3
Alternate Energy
Technologies
00081 N
AE-21
2
3.86 (m°
41,54 (0')
4
Alternate Energy
Technologies
00213N
MSC-21
2
4.00 (m
43 (111
Tank Manurachaer
Model
Capacity
Type
Equivalent Tank may ba
substitrled
Rheem
181VRBOU
303 liter
Solar
I YES
Pump Manufacturer
Model Number I
Power Draw
Type
Gmndfas Pumps Corporation
UP 15-18 B5
25 W
Centrifugal
TACO
003-BC4
50 W
Centrifugal
TACO
003 VTBC4
152W
Centrifugal
Controller Manufacturer
Model Number
Type
Stead
TRO.301-1-B-00
Differential
Goldline Controls, Inc.
GL-30
Differential
]MC
SOLR-2ELC-10
Differential
Independent Energy
CM-301C-30
Differential
Reset
OeltaSol BS71
Differential
Freeze Protection 1: Recirculation
Freeze Protection 2: Freeze valve
REMARKS:
Technical Director
Print Date: September, 2014
© 2014 University of Central Florida.
FSECIUCF ♦ 1679 Clearfake Read ♦ Cocoa, Florida 32922 ♦ (321) 63B-1426 • Fax (321) 638-1010 ♦ www.fsec.ucf.edu
0-120.64
Pumped, Direct
300504
September 22.2014
September 22, 2034
This system was evaluated by the Florida Solar Energy Center (FSEC) in accordance with the Florida Standards Program for Solar Domestic Water and Pool
Healing Systems (FSEC Standard 104.10) and was found to meet the minimum standards established by FSEC.
The calculated Florida Energy Factors (FEF) for this system are:
FEF North
(FEF,)
FEF Central
(FEF,)
FEF South
(FEF,)
- 4AO
4.40
4.40
Option
Collector Panel
Collector Panel
Callectorpanel
Quantity
Total Petrel area
Total Panel area
Manufacturer
Certification Number
Model Number
1
Alternate Energy
00089N
AE-32
2
5.93 (MI)
63.82 (8-)
Technologies
2
Altercate Energy
00214N
MSC-32
2
6.70 (mr)
72.11 (ftj
Technologies
3
Alternate Energy
00081N
AEQ7
3
5,79 (m-)
62.31 (it')
Technologies
4
Enesergy
00213N
MSC-21
3
5.99 (m')
64.51 (it-)
TechnologiAnemate
Tank Manufacturer
Model
capacity
Type
Equivalent Tank may be
substiNed
Rheem
I SIVR120U
1451 liter
Solar
YES
Pump Manufacturer
Model Number
Power Draw
Type
TACO
003-SC4
sow
Centrifugal
Gmndfos Pumps Corporation -
UP 15-10 B5
25 W
Centrifugal
TACO
003 VTSC4
52 W
Centrifugal
Controller Manufacturer
Model Number
Type
Stecca
TRO.301.1-B-00
Differential
Goldline Controls, Inc.
GL-30
Differential
IMC
SOLR-2ELC-10
Differential
Independent Energy
CM-30/C-30
Differential
Reset
DeBaSol BS71
Differential
Freeze Protection 1: Recirculation
Freeze Protection 2: Freeze valve
REMARKS:
JAA6
Technical Director -
Print Date: September, 2014
6 2014 University of Central Florida. NUMMEW
FSECIUCF ♦ 1679 Cleadake Road ♦ Cocoa, Florida 32M ♦ (321) 638-1426 ♦ Fax (321) 638-1010 ♦ www.fsec.ucf.edu
Z-102
CERTIFIED SOLAR THERMAL SYSTEM
SUPPLIER:
MODEL:
The LevetEdge
THERMAL SYSTEM
1423 Gunn Highway
-TYPE.
Odessa, FL 33556 USA
w .themveredge.com
CERTIFICATION#:
Original
Certification:
Expiration Date:
0-12"D
Pumped, Direct
300505
September 22,2014
September 22, 2034
This system was evaluated by the Florida Solar Energy Center (FSEC) In accordance with the Florida Standards Program for Solar Domestic Water and Pool
Healing Systems (FSEC Standard 104-10) and was found to meet the minimum standards established by FSEC.
The calculated Pierce Energy Factors (FEF) for this system are:
FEF North
(FEF,)
FEF Central
(FEFc)
FEF South
(FEF,)
4.40
4.40
4.40
Option
Collector Panel
Collector Panel
Collector Panel
Quantity
Total Panel area
Total Panel area
Manufacturer
Certification Number
.Model Number
1
Alternate Energy
Technologies
0009ON
AE40
2
7.39 (ml)
79.68 (ft-)
2
Alternate Energy
Technologies
00215N
MSC40
2
T.53 (m)
81.04 (ft-)
3
Alternate Energy
Technologies
00081N
AE-21
4
7.72 (m-)
83.08 (fn%
4
Alternate Energy
Technologies
00213N
MSC-21
4
7.99(m2
86.01(8.)
Tank Manufacturer
Model
Capacity
Type
Equivalent Tankmaybe
substitued
Rheem
I 81VR120U
1451 liter
Solar
I YES
Pump Manufacturer
Model Number
Power Draw
Type
TACO
00343C4
saw
Centrifugal
Grundfos Pumps Corporation
UP 15-10 BE
25 W
Centrifugal
TACO
003 VTBC4
52 W
Centrifugal
Controller Manufacturer
Model Number
Type
Stecca
TRO-301-1-B-00
Differential
Goldline Controls, Inc.
GL-30
Differential
I=
SOLR-2ELC-10
Differential
Independent Energy
CM-30(C-30
Differential
Resoi
Dellasol BSft
Differential
Freeze Protection 1: Recirculation
Freeze Protection 2: Freeze valve
REMARKS:
qodeA `ka&l.."LV %J1
Te •hnicai Director'
Print Date: September, 2014
m 2014 University of Central Florida. MUZZENM
FSEClUCF 1679 Clearlake Road ♦ Cocoa. Florida 32922 ♦ (321) 638-1426 ♦ Fax (321) 638-1010 • www.fsec.ucf.edu
Mar3120 7
MEMORANDUM-
RE'.W indaoad Evaluation
To Whorn itmayconcern
file No.;95=1249_
Windloid Test (ASTM.E 330)'
load
Defledlon ,
fpi6
in"
'25 '
1.33
-51,
i2D
,=68
2.79
-102
3,,72
0
ealcuiaiions,
e
ALTERNAI{'LNCROYtELNNOLCGreS, tAC'
:13/5f.rvji Cwii 0-'Gxirn+C . FpM91 rk 1,VVJ-=871$1V01 �➢adOrV.rlYa
LLC
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Z-103
2017 FBC specific code references:
M2301.1 General - covers general requirements of solar water heating systems for
potable water.
607.5 Piping on the cold and hot water connections to the water heater must be insulated
with 1/2" wall thickness Elastomeric tube insulation
M2301.2 Complies with the design installation requirements set by the manufacturer
M2301.2.6 No expansion tank required for the solar system as it is an open system
whereby potable water is circulated through the collector. Water expansion is factored
into the hot water system of the dwelling unless CPVC pipe is used. In this case, a 2-
gallon expansion tank must be installed on the cold water inlet to the tank or as may be
required by local AHJ's.
M2301.4 Prohibited heat transfer fuids does not apply to these systems which use
potable water in the collector loop.
M2902.5.5.3 Solar water heating system complies with requirements set forth covering
direct system where potable water comes in contact with system components.
P2801.6 and P2801.6.1 references water heater drain pan size and drains. Drain not
required if not previously installed. Drain pan supplied by others, must comply with this
section.
P2802 is a new code relating to solar water heating mixing and isolation valves.
P2802.1 relates to water temperature control and requires a thermostatic mixing value.
P2802.1 relates to isolation valves on the cold water feed to the water heater.
LAG BOLT ANALYSIS:
ASSUMPTIONS:
1- Assume highest rated collector pressure of 68 psf
2. Assume 6 point HVHZ mounting
3. AET AE Series collector with factory mounting hardware
4. 3/8" x 3" embedment Steel Lag bolt
A. PULLOUT (Withdrawal}
68 psf x collector area (40 sq ft) x 50% (area for center mounts) x 50% for 2 mounts
= 681 Ibs per bolt
lag withdrawal:
Refer to the National design Specification for Wood Construction 2012 Edition
Table 11.2A for lag bolts
Assume SG for southern yellow pine at.55.3/8" dia x W embedment (352 Ibsen) x
3 inches =1056 lbs. 681 lbs x 1.5 safety factor =1022 lbs < 1052 lbs, GOOD
B. SHEAR
Assume the side wall area on the 10 ft side for affected area for lateral loading
(worst case)
Area = (121.1'87" x 3.13711) / 144 = 2.64 sq ft
Shear force = (2.64 sq ft x 68 psf) / 6 mounting points = 29.92 lbs per mount
Refer to the Seismic Design Manual 2003 edition page 842
3/8" x 3" allowable shear load = 432 lbs 29.92 lbs, GOOD
Conclusion: 3/8" x 3" embedment lag bolt is adequate for this application up to the rating of
the collector.
LAG BOLT MOUNTING
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P504.1 for antisiphon is met by use of a small hole in the cold water inlet pipe as listed in
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TRUSS
LAG BOLTS ARE TO BE 3/8" DIAMETER AND MUST PENETRATE ,,11,
THE RAFTER MEMBER A MINIMUM OF 3".
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PILOT HOLES SHOULD BE DRILLED INTO THE CENTERLINE OF
THE RAFTER AND SHOULD BE BETWEEN 50-75% OF THE BOLT
DIAMETER. ;°;�; +., : s•
NOTICEW REVISIONS FZ-104
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