EL-18-3528Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address
tssue Date: 04/25/2019
Parcel Number
L611 NE LOTH PL, Miami Shores, FL 33138 1122320280590
:ontacts
Permit No.: EL-11-18-3628
Permit Type: Electrical - Residential
Work Classification: Solar
Permit Status: Approved
Expiration: 10/22/2019
Aranaldo Batista Owner LSCI INC Contractor
10611 NE 10 PL, MIAMI SHORES, FL 33138-2103 RAYMOND J MEAD
16502 HANNA RD, MIAMI SHORES, FL
Business: 7275714141
Description: INSTALL SOLAR WATER HEATER Valuation: $ 11,987.00 inspection Requests:
Total Sq Feet: 0.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$7.20
DBPR Fee
$6.29
DCA Fee
$4.20
Total:
$67.69
Payments
Date Paid Amt Paid
Total Fees
$67.69
Check # 8591
04/25/2019 $17.69
Deposit
04/24/2019 $50.00
Amount Due:
$0.00
Building Department Copy
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulati con ruction and zoning. Futhermore, I authorize the above named contractor to do the work stated.
A006 Signature: Owner / Applicant / Contractor / Agent Date
April 25, 2019 Page 2 of 2
09
y'�
qslvp'
CarllIMiami Shares Village
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AV� V\
BUILDING
PERMIT APPLICATION
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
❑BUILDING ❑ ELECTRIC [:] ROOFING
[JPLUMBING [_� MECHANICAL MPUBL.IC WORKS
JOB ADDRESS: 10611 NE 10 PI
RECEIVED
NOV 2 6 018
p
FBC 20p..t'�?
Master Permit No. E U 0 J 5
Sub Permit No
REVISION ❑ EXTENSION ❑RENEWAL
[7 CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
City Miami Shores County: Miami Dade Zip:
folio/Parcel#: 11-2232-028-0590 is the Building Historically Designated: Yes NO X
Occupancy Type: Res Load: Construction Type: _ Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): Batista, Arnaldo & W Eleide —Phone—_
Address:106.11 NE 10th PI
City: Miami Shores state: Florida zip. 33138
Tenant/Lessee Name: Phone#: _
Email
CONTRACTOR: Company Name: LSCI Inc. Phone#: 727-571-4141
,,,,A—. 4625 E. Bay Dr. #305
City: Clearwater state: Florida Zip, 33764
Qualifier Name: Raymond Mead Phone#: 727-571-4141
State Certification or Registration #. CVC056656 Certificate of Competency #:
DESIGNER: Architect/Engineer: John Alger Phone#: 800-929-3919
Address: 4105 Saint Johns Pkwy City. Sanford state: Fl zip: 32771
Value of Work for this Permit: $11987.00 Square/Linear Footage of Work:
Type of work: ❑ Addition ❑ Alteration Q New ❑ Repair/Replace ❑ Demolition
Description of Work: Install solar Water Heater
Specify color of color thru tile:
Submittal Fee $4SO0,3 � Permit Fee $ 470' " C> CCF $,
Scanning Fee $
Radon Fee $
Technology Fee $ Training/Education Fee $
DBPR $
CO/Cc $
Notary $
Double Fee $
Structural Reviews $ Bond $
TOTAL FEE NOW DUE $ '
(Revised02/24/2014)"'
(DGI
6
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zip,
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued in the absence of such posted notice, the
inspection will not be approved and a respection ee it be charged.
Signature - Signature
l/ OWNER or AG T CONTRACTOR
The foregoing instrument was ack/ryif/wledged before m this The foregoing instrument was acknowledged before me this
"1 day of L�J V 20 by o�3rd day of 20 / by
eCi ✓I J✓'n/< who is personally known to Raymond Mead who is personally known to
who has produced as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: Sign:
Print: Print: Lo A 0 L, A C D 2T�S
Seal: W Notary Public State of Florida Seal:
Danielle N Rutledge Notary Public State of Florida
My Commission GG 249046 ;, MyANDA Commisssiion GG 136238
Expres 08/1512022
«� Expires 08/20/2021
APPROVED BY _ Plans Examiner Zoning
Allnil Structural Review Clerk
(Revised02/24/2014)
1_SC1, hic. cf.b. i. SunTec
7231 f irverhili 1 L]Sittc-�,S 1'KWY. Sit.
Riview Beach. FL, 33407
R
rr
Limited power oW a torney PE TTING Authorization form
94i ,STtA , :���l r ��r'tlte property lt�cit�i at .__.._._
Al0 heroby authorize the 1),e nittin4g
ilcpartment cat l.,SCI, Inc, (lizsle z tosign and apply I& a builtling pen nit on my Whalf.
This authorization is Wtl ONLY 54 the i> vpose of Ataining, a p rtttit to pert )rnt tlte solar
installation worK contracted For, The ONLY l enniRs) "itch may be: ttpplicd 1"or under the to nns
(if this letter are those -which the authority ha in^g iurisdictit"i i(..rtt, cir 1ntCeSSIQ-y
wider the current Florida Building Ci do ghvn Me suipc ofworkcontn•at tod tor, Contractor
il. S(T Inc.) will lac responsAle for anyand ,tll fic'es ct ..,titcialcd N ith this, hermit application. This
authorizrltitin will remain Nulid until saki perm it is issued by the re,.,pective I3tti;c:l ng Apartmet-rt,
or until ttN# {3{t) calendar days fron) the date hoed below I avk, tr,illspired, whichevtr is less,
&9TISt,4_ 1l-16-1W
Hom:rl , er Sign:ltt.tre I?O;lwd Am Date
{{ t�
!(}t irl' ii5 tt3 k. `, 3 iC'i• Notx l-y :7eaj;,St _.. _.._i✓7/.4-l+!tW..�Y�.�1ei5sY . .. <1 „ ii i i? 3
---day
1 F a
llotary Public State of Florida
knowi1 ear' prt�tiLrcvif_...!t_..as iti�.11tgiCmic)?3Danielle N Rutledge
My Commission GG 249046
Expires 08/15/2022
C;urrew Permit Dept:
Sean junk -Permit {.7oci dinaa`to
Lee na Run ner ikt.tgi€i1 S'`zlnd pla -Ornm Mimi -
Solar I.icollsc ':(A`t <{):'`f?656 I"lzc t ink Wome 4 I.t,_ 1 .;t!f3 1 `lW M."
2018 FLORIDA PROFIT CORPORATION ANNUAL REPORT
DOCUMENT# FJ09000002023
Entity Name: LSCI, INC
Current Principal Place of Business:
4625 E BAY DR #305
CLEARWATER, FL 33764
Current Mailing Address:
4625 E BAY DR #305
CLEARWATER, FL 33764 US
FEI Number: 26-3984970
Name and Address of Current Registered Agent:
FEE, RICK P.A.
1227 N FRANKLIN ST
TAMPA, FL 33602 US
FILED
Jan 11, 2018
Secretary of State
CC3060979301
Certificate of Status Desired: No
The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida.
SIGNATURE:
Electronic Signature of Registered Agent Date
Officer/Director Detail
Title CEO
Name PHU,HENG
Address 4625 E BAY DR #305
City -State -Zip: CLEARWATER FL 33764
I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under
oath; that I am an officer or director of the corporation or the receiver or trustee empowered to execute this report as required by Chapter 607, Florida Statutes; and that my name appears
above, or on an attachment with all other like empowered.
SIGNATURE: HENG PHU CEO 01/11/2018
Electronic Signature of Signing Officer/Director Detail Date
SUMMARY INFORMATION SHEET
FLORIDA SOLAR ENERGY CENTER November 2002
1679 CLEARLAKE ROAD, COCOA, FLORIDA 32922-5703 (321) 638-1000 FSEC # 0009ON
MANUFACTURER
Collector Model
Alternate Energy Technologies, LLC AE-40
1057 N. Ellis Road, Unit 4
Jacksonville, Florida 32254
This solar collector was evaluated by the Florida Solar Energy Center (FSEC) in accordance with prescribed methods and was found to meet the
minimum standards established by FSEC. This evaluation was based on solar collector tests performed at the Bodycote Materials Testing Canada
Inc., Mississauga, Ontario, Canada. The purpose of the tests is to verify initial performance conditions and quality of construction only. The resulting
certification is not a guarantee of long term performance or durability. - A
DESCRIPTION
Gross Length
3.080
meters
10.10 feet
Gross Width
1.200
meters
3.94 feet
Gross Depth
0.079
meters
0.26 feet
Gross Area
3.697
square meters
39.79 square feet
Transparent Frontal Area
3.482
square meters
37.48 square feet
Volumetric Capacity
6.1
liters
1.6 gallons
Weight (empty)
66.7
kilograms
147.0 pounds
Recommended Flow Rate
76
ml/s
1.2 gpm
Test Pressure
1103
kPag
160 psig
Number of Cover Plates
One
Flow Pattern
Parallel
Forced Circulation
Number of Flow Tubes
Ten
MATERIALS
Enclosure
Aluminum frame, aluminum back
Glazing
Tempered low iron glass, 0.40 cm thick
Absorber
Copper tubes welded to copper fins
Absorber Coating
Selective coating
Insulation
Foil faced polyisocyanurate, 3.2 cm thick
THERMAL PERFORMANCE
Tested per ASHRAE 93-1986
Incident Angle Modifier KTa =1.0 - 0.19 ( 1 -I
cos9 /
Efficiency Equations
rl = 72.0 - 501 (Ti-Ta)/I
rl = 70.4 - 346 (Ti-Ta)/I - 1605 [(Ti-Ta)/1]2
r1= 72.0 - 88 (Ti-Ta)/I
rl = 70.4 - 61 (Ti-Ta)/I - 50 [(Ti-Ta)/1]2
Units of (Ti-Ta)/l are °C / Watt/m2 Units of (Ti-Ta)/I are °F / Btu/hr-ft2
RATING
The collector has been rated for energy output on measured performance and an assumed standard day. Total solar energy available
for the standard day is 5045 Watt-hours/m2 (1600 Btu/ft2) distributed over a 10 hour period.
Output energy ratings for this collector based on the second -order efficiency curve are:
Collector Temperature Energy Output
Low Temperature, 350C (95°F) 44,300 Kilojoules/day 42,000 Btu/day
Intermediate Temperature, 500C (122°F) 36,300 Kilojoules/day 34,400 Btu/day
High Temperature, 1000C (212°F) 12,200 Kilojoules/day 11,600 Btu/day
REFERENCE 00081 N
(j)q Iopc_ya Ln
I C)r+ h Pcr+ F 13y
zq
o Y+V) Pov-+ F i Sq Z1 t
Wind Load Analysis
Design Conditions
Geographical Location (address)
Latitude
Longitude
STR )�7U; /�L Selected Solar Collector , i) 1N
Mounting Orientation
Collector Width APPR0VED
Collector Length
Effective Wind Area _,�
Number of collectors ""
Collector Area (each)
Collector Weight (each)
Miami -Dade Residences
Miami, FL
25.79 ' N
80.32 °W
4_J.1875
in
DA 1 1.1875
in
40
ft2
1
39.71
ft2
146.0
Ibs
Design Procedures
The procedure below follows the the Minimum Design Loads for Buildings and Other Structures
as specified in ASCE/SEI 7-10, Chapter 30, Table 30.5-1, Components and Cladding - Method 1
Index No.
Table 1.5-1 Risk Category of Structure = If • • • �•' • •
Figure 26.5-1A
Basic Wind Speed, V V =
Section 26.7.2
Exposure Category =
Open terrain
Section 26.8.2
Topographic Factor, Kt K2t =
Figure 30.5-1
Net Design Wind Pressure, Pnet30 (psf) (Exposure B at h = 30 ft.)
•. •
••'sMemph ••..
• • . • • • •
le •
'1.0 •
•
Zone
Effective
wind
areas
Roof 0° to 7•
Basic Wind Speed
175 mph
Roof >7° to 27°
00
Roof >27• to 45°
1
24
20.8
-53.6
28.5
-48.9
48.9
-51.9
2
24
20.8
-80.9
28.5
-79.6
48.9
-61.2
3
24
20.8
-110.9
28.5
-120.0
48.9
-61.2
Figure 30.5-1 Adjust Factor of Building Height and Exposure
Exposure C at h = 30 ft
Figure 30.5-1 Adjusted Wind Pressures, W = AK2tPnet3o
A = 1.40
Zone
Effective
wind
area sf
Roof 0° to 7°
Basic Wind Speed
175 mph
Roof >7• to 27°
Roof >27° to 45°
1
24
29.1
-75.0
39.9
-68.5
68.5
-72.6
2
24
29.1
-113.3
39.9
-111.4
68.5
-85.7
3
24
29.1
-155.3
39.9
-168.1
68.5
-85.7
The final value, including all permitted reductions, used in the design shall not be
less than that required by Section 30.2.2 (16 psf)
Section 2.4.1 Combining Nominal Loads using Allowable Stress Design (ASD)
Zone
Effective
wind
areas
Roof 0° to 7°
Basic Wind Speed
175 mph
Roof >7° to 27°
Roof >27° to 45°
1
24
22.5
-42.0
28.9
-38.1
46.1
-40.6
2
24
22.5
-65.0
28.9
-63.8
46.1
-48.4
3
24
22.5
-90.2
28.9
-97.8
46.1
-48.4
The maximum Dead Load (D) is tyically < the 5 psf used in these calculations
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Wind Load Analysis
Design Conditions
Geographical Location (address)
Latitude
Longitude
Selected Solar Collector
Mounting Orientation
Collector Width
Collector Length
Effective Wind Area
Number of collectors
Collector Area (each)
Collector Weight (each)
Miami -Dade Residences
Miami, FL
25.79 ° N
80.32 °W
AE-26
Vertical
47.1875 in
77.1875 in
15 ftZ
2
25.29 ftZ
89.0 Ibs
Design Procedures
The procedure below follows the the Minimum Design Loads for Buildings and Other Structures
as specified in ASCE/SEI 7-10, Chapter 30, Table 30.5-1, Components and Cladding - Method 1
Index No.
Table 1.5-1 Risk Category of Structure = M • .
Figure 26.5-1A
Basic Wind Speed, V V =
Section 26.7.2
Exposure Category =
Open terrain
Section 26.8.2
Topographic Factor, K, K:t =
Figure 30.5-1
Net Design Wind Pressure, P..t30 (psf) (Exposure B at h = 30 ft.)
Zone
Effective
wind
areas
Roof 0° to 7°
Basic Wind Speed
175 mph
Roof >7° to 27°
00
Roof >27° to 45°
1
15
21.7
-54.5
30.3
-49.8
49.8
-53.7
2
15
21.7
1
-87.2
1
30.3
1
-84.1
49.8
-63.1
3
15
21.7
-126.3
30.3
-125.5
49.8
-63.1
Figure 30.5-1 Adjust Factor of Building Height and Exposure
Exposure C at h = 30 ft
Figure 30.5-1 Adjusted Wind Pressures, W = AK=tPnet30
A = 1.40
Zone
Effective
wind
areas
Roof 0° to 7°
Basic Wind Speed
175 mph
Roof >7° to 27°
Roof >27° to 45°
1
15
30.4
-76.3
42.4
-69.7
69.7
-75.2
2
15
30.4
-122.1
42.4
1 -117.8
69.7
1
-88.3
3
15
30.4
-176.8
42.4
1 -175.6
69.7
-88.3
The final value, including all permitted reductions, used in the design shall not be
less than that required by Section 30.2.2 (16 pst)
Section 2.4.1 Combining Nominal Loads using Allowable Stress Design (ASD)
Zone
Effective
wind
areas
Roof 0° to 7°
Basic Wind Speed
175 mph
Roof >7° to 27°
Roof >27° to 45°
1
15
23.2
1 -42.8
30.4
-38.8
46.8
-42.1
2
15
23.2
-70.3
30.4
1
-67.7
1
46.8
-50.0
3
15
23.2
-103.1
30.4
-102.4
46.8
-50.0
�`1011111111111
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♦♦
♦
to to
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�:0 •
p • STAT : Q.
"'ii ;0NA L EN�:�`•
1 1
The maximum Dead Load (D) is tyically < the 5 psf used in these calculations
Wind Load Analysis
Design Conditions
Geographical Location (address)
Latitude
Longitude
Selected Solar Collector
Mounting Orientation
Collector Width
Collector Length
Effective Wind Area
Number of collectors
Collector Area (each)
Collector Weight (each)
Miami -Dade Residences
Miami, FL
25.79 • N
80.32 •W
AE-32
Vertical
47.1875 in
97.1875 in
20 ft2
2
31.85 ft2
110.0 Ibs
Design Procedures
The procedure below follows the the Minimum Design Loads for Buildings and Other Structures
as specified in ASCE/SEI 7-10, Chapter 30, Table 30.5-1, Components and Cladding - Method 1
Index No.
Table 1.5-1
Risk Category of Structure =
Figure 26.5-1A
Basic Wind Speed, V V =
Section 26.7.2
Exposure Category =
Open terrain
Section 26.8.2
Topographic Factor, Krt Kzt =
Figure 30.5-1
Net Design Wind Pressure, P1et30 (psf) (Exposure B at h = 30 ft.)
Zone
Effective
wind
area sf
Roof 0° to 7°
Basic Wind Speed
175 mph
Roof >7° to 27°
Roof >27° to 45°
1
20
21.1
-53.9
29.1
-49.2
49.2
-52.5
2
20
21.1
1
-83.3
1
29.1
1
-81.3
1
49.2
-61.9
3
20
21.1
-116.7
29.1
-122.1
49.2
-61.9
Figure 30.5-1 Adjust Factor of Building Height and Exposure
Exposure C at h = 30 ft
Figure 30.5-1 Adjusted Wind Pressures, W=AKztPnet3o
A = 1.40
Zone
Effective
wind
areas
Roof 0° to 7°
Basic Wind Speed
175 mph
Roof >7° to 27°
Roof >27° to 45°
1
20
29.6
-75.5
40.8
-68.9
68.9
-73.6
2
20
29.6
-116.6
1
40.8
-113.8
1
68.9
-86.7
3
20
29.6
-163.3
40.8
-170.9
68.9
-86.7
The final value, including all permitted reductions, used in the design shall not be
less than that required by Section 30.2.2 (16 psf)
Section 2.4.1 Combining Nominal Loads using Allowable Stress Design (ASD)
Zone
Effective
wind
areas
Roof 0° to 7°
Basic Wind Speed
175 mph
Roof >7° to 27°
Roof >27° to 45°
1
20
22.7
42.3
29.5
-38.4
46.4
-41.1
2
20
22.7
-67.0
29.5
1
-65.3
46.4
-49.0
3
20
1 22.7
-95.0
29.5
-99.5
46.4
-49.0
The maximum Dead Load (D) is tyically < the 5 psf used in these calculations
Figure30.5-1
Enclosed Buildin
Flat Roof
Gable Roof (8 <_ 70
❑Interior Zones
Roofs - Zone 1 / Walls - Zone 4
Wind Pressures
h < 60 ft.
Walls & Roofs
i
i,
i
h a,, a
X
Hip Roof (T < 6 <_ 270)
•• • ••••
Gable Roof (70 < 8 <_ 4SOO
End Zones D
Corner Zones
Roofs - Zone 2 / Walls - Zone 5 Roofs - Zone 3
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.
3. For hip roofs with 9 <_ 25°, Zone 3 shall be treated as Zone 2.
4. For effective wind areas between those given, value may be interpolated, otherwise use the value associated with the lower
effective wind area.
5. Notation:
a: 10 percent of least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of least horizontal dimension
or 3 ft (0.9m).
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.
1 2l
ALTERNATE ENERGY TECHNOLOGIES, LLC
SOLAR COLLECTOR INSTALLATION DRAWINGS
ELECTRI
DESIGN WIND PRESSURE
MAXIMUM SUCTION UPLIFT: 68 PSF
INSTALLATION REQUIREMENTS I APPROVE[
THESE INSTALLATION DRAWINGS DETAIL THE STRUCTURAL INSTALLATION REQUIREMENTS FOR THE
AE-SERIES SOLAR WATER HEATING COLLECTORS MANUFACTURED BY ALTERNATE ENERGY TECHNOLOGIES
ON RESIDENTIAL AND LIGHT COMMERCIAL BUILDINGS OF FRAMED CONSTRUCTION.
THE INSTALLATION REQUIRES HARDWARE PROVIDED BY THE SOLAR COLLECTOR MANUFACTURER AS
INDICATED HEREIN TO BE UTILIZED TO ATTACH THE SOLAR COLLECTORS TO THE BUILDING IN ACCORDANCE
WITH THESE DRAWINGS.
THE SOLAR COLLECTOR INSTALLATION AS DETAILED IN THESE DRAWINGS IS FOR THE INSTALLATION OF THE
BELOW LISTED AE-SERIES SOLAR COLLECTORS ON RESIDENTIAL AND LIGHT COMMERCIAL BUILDINGS WITH
FLAT OR SLOPED ROOFS SUBJECTED TO A MAXIMUM UPLIFT PRESSURE OF 68 POUNDS PER SQUARE FOOT
(PSF). FOR NEW CONSTRUCTION THE DESIGNER SHALL CONSIDER THE SOLAR COLLECTORS WHEN
DESIGNING THE ROOF STRUCTURE. FOR EXISTING BUILDINGS, THE ROOF AREA WHERE TO SOLAR
COLLECTORS ARE TO BE INSTALLED SHALL BE PROHIBITED FROM ADDING ANY FUTURE ROOF LOADS UNLESS
ALLOWED BY A LICENSED DESIGN PROFESIONAL.
1
THE DESIGN OF THIS INSTALLATION IS BASED ON REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE AND
REFERENCING THE 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. ALL STRUCTURAL STEEL MEMBERS TO BE LOW CARBON GALVANIZED STEEL AND ALL HARDWARE
(NUTS, BOLTS, ETC) TO BE STAINLESS STEEL.
AE - SERIES COLLECTORS
MODEL
ABSORBER
WIDTH
LENGTH-'..
AE-21
SELECTIVE
35.1875"
85:1875"--'
AE-24
SELECTIVE
35.1875"
970875"
AE-26
SELECTIVE
47.1875"
77.1875}F
AE-28
SELECTIVE
47.1875"
85.1,815"
AE-32
SELECTIVE
47.1875"
97.1875",
AE-40
SELECTIVE
47.1875"
121.1875"
7
r
DOCUMENT INDEX
SHEET
ID
DESCRIPTION
1
AE-CS
SOLAR COLLECTOR REQUIREMENTS SHEET INDEX
2
AE -
INSTALLATION DETAILS FLAT WOOD FRAME ROOF
3
AE -'?
INSTALLATION DETAILS SLOPED WOOD FRAME ROOF (SHINGLE)
4
AE - 4
INSTALLATION DETAILS SLOPED WOOD FRAME ROOF (TILE)
5
AE-5
INSTALLATION DETAIL FOR STANDING SEAM METAL ROOF
6
AE-6
INSTALLATION DETAIL FOR FLAT ROOF USING STANDOFF FRAME c
7
AE-7
MANUFACTURERS HARDWARE AET SERIES AE SOLAR COLLECTOR:
8
AE-8
PIN CONNECTIONS THROUGH THE ROOF MEMBRANE
9
AE-9
MOUNTING HARDWARE ALTERNATIVES i
10
AE - 10
INSTALLATION DETAILS -ALTERNATE MOUNTING HARDWARE
11
AE - 11
INSTALLETION DETAILS - HIGH VELOCITY WIND ZONES
12
AE - S 2
WIND SPEED AND COMPONENTS & CLADDING LOADS
ll
w
Generol Notes
L70iE,/ .
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No 74' 730
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9 '.. STATE G F •
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No.
Revision/Issue
Dote
John L. Alger, P.E.
Professionaj%pgineel• •
FL Lice No. 74730
�•••�
ALTERNATE ENERGY • • •
TECHN&MIES, LLC •
1345 EIOBRGY COVE CT •
GREENC.0% §PRINGS, • •
FLORIDA 32043
••••••
N. d A
•
M V
.AIM
CS
[A:E
7/13/2015
s.
N.T.S.
1
9
INSTALLATION DETAILS - FLAT WOOD FRAME ROOF
3/8'A6 FINISHED
HEX NUT
1"x 1" x 1/B"
ALUMINUM
SQUARETUBE
O�\�G�OEz 90.
�G
SPACE BASES AS TO INSURE 90" <
BETWEEN COLLECTOR AND STRUT
TYPICAL INSTALLATION DETAIL
(FLAT WOOD FRAME ROOF)
HINGE MOUNT
CLIP 3/8"-16 FINISHED
HEX NUT
1/4"-20 X 1/2" HEX
CAP SCREW
TRIANGULAR
MOUNTING
BRACKET
_ 3/8"-16 X 4" HEX
CAP SCREW
3/8"-16 X 1-3/4" HEX
CAPSCREW
TRIANGULAR MOUNTING
BRACKET
CONNECTION DETAIL
MANUFACTURERS HARDWARE FOR TILTED
MOUNT ON FLAT ROOFS. USE PITCH PAN
(SEE DETAIL BELOW)
NOTES
1) THE SOLAR COLLECTOR INSTALLATION AS DETAILED IN THESE DRAWINGS IS FOR THE
1" x 1" x 1/8" ALUMINUM SQUARE TUBE
INSTALLATION OF ALTERNATE ENERGY TECHNOLOGIES MSC -SERIES SOLAR COLLECTORS ON
TYPICAL TWO PLACES. LENGTH MAY
STRUCTURES SUBJECTED TO A MAXIMUM UPLIFT PRESSURE OF 68 POUNDS PER SQUARE
VARY WITH MOUNTING ANGLE. TWO
FOOT (PSF).
PCS REQUIRED PER EACH COLLECTOR
LENGTH NOT TO EXCEED 3'-0"
2) THE DESIGN OF THIS INSTALLATION IS BASED ON REQUIREMENTS OF THE 2014 FLORIDA
BUILDING CODE. ASCE/SEI 7-10 AND TESTING OF THE SOLAR COLLECTOR IN ACCORDANCE
WITH PA 202 (TAS 202-94), ASTM E 330
HINGE MOUNT
CLIP
1 /4"-20 X 1/2" HEX
CAP SCREW
I 0j 8
®' 3/8"-16 X 4" HEX
-� CAP SCREW
0
SPACER BLOCK
AS REQUIRED
PITCH POCKET
(PAN)
CONNECTION DETAIL
FOR MOUNT ON FLAT ROOFS
USE PITCH PAN
(SEE DETAIL BELOW)
1/2" THREADED ROD
OR HEX CAP SCREW* RIANGULAR
SOLDER "COOLIE" (STAINLESS STEEL) MOUNTING
CAP BRACKET
COPPER PITCH p
FLASHING PAN PITCH
FEED / RETURN----L— BUILT-UP
PLUMBING APPLY ROOFING
SEALANT
ROOF FLASHING DETAIL
APPLY ROOFING SEALANT TO THE UNDERSIDE OF
THE FLASHING BASE PRIOR TO INSTALLATION
SPACER
AS REQUIRED
PITCH PAN DETAIL
RAFTER
MEMBER
3) THE INSTALLATION SHALL UTILIZE HARDWARE PROVIDED BY THE MANUFACTURER AS
DETAILED IN THESE DRAWING.
4) ALL ALUMINUM STRUCTURAL MEMBERS TO BE 6061-T6. ALL STRUCTURAL STEEL MEMBERS
TO BE LOW CARBON GALVANIZED STEEL, AND ALL HARDWARE (BOLTS, NUTS, ETC) TO BE
STAINLESS STEEL.
i
DESIGN WIND PRESSURE
MAXIMUM SUCTION UPLIFT: 68 PSF
1/2" THREADED ROD URETHANE OR BUTYL
OR HEX CAP SCREW RUBBER SEALANT TRIANGULAR MOUNTING
(STAINLESS STEEL) BRACKET
SPACER
ROOF (AS REQUIRED)
STRUCTURE
li
SPACER
BLOCK
RAFTER
SPACER
BLOCK
RAFTER
1 -10D NAIL OR SCREW 1 - 8D NAIL OR SCREW
AT EACH RAFTER AT EACH SPACER BLOCK
2"x 4" SPANNER (16" OC RAFTERS) STAINLESS STEEL FLAT-
2"x 6" SPANNER (24" OC RAFTERS) WASHER, LOCK WASHER
2"x 2"x 3116" STEEL ANGLE SPANNER AND NUT
ALL MOUNTING HARDWARE (SCREWS, NUTS AND BOLTS) SHALL BE STAINLESS STEEL
UNLESS NOTED OTHERWISE.
2. SPACER BLOCKS SHALL BE INSTALLED WITHIN 1" OF THE THRU-BOLT.
3. 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.
4. TWO SPACER BLOCKS ARE REQUIRED WHEN THE BOLT IS MORE THAN 2" FROM THE
RAFTER.
5. 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.
6. SEALANTS ARE REQUIRED BETWEEN MOUNTING BLOCK AND SHINGLES/SHEATHING.
BOLT HOLES SHALL BE SEALED TO PREVENT MOISTURE PENETRATION.
7. STEEL ANGLE SPANNER (2" X 2" X 3/16") MAY BE SUBSTITUTED FOR WOOD SPANNER.
HEX CAP SCREW LENGTH VARIES WITH ROOF CONSTRUCTION AND SPANNER DESIG.
��``�,LO G A ly 1�i
No 74730
�t
STATE O = •.
'c P •
T �
S•
No.
Revision/Issue
Date
John L. Alger, P.E.
Profesdona Ungineer' •
FL Lic*Ao. 14730
•
•
fim Nom. dM bCn-
ALTEIlN,AIE ENERGY • • •
TECHNOLOGIES, LLC
1345 EIV&T1 COVE CT •
GREENAOVG GPRINGS, : • • •
FLQF3"j2543
•
••
P,ei•N x",,. ma ,.e•.e • •
Pmlect e.l
" 7/13/2015 AE - 2
s<..
N.T.S.
General Notes
INSTALLATION DETAILS - SLOPED WOOD FRAME ROOF
SHINGLED
ROOF
ROOF FLASHING DETAIL
P
WOOD
TRUSS
WOOD OR STEEL
ANGLE SPANNER
SEE DETAILS
TYPICAL INSTALLATION DETAIL
(INCLINED SHINGLE ROOF)
P
NOTES
1) THE SOLAR COLLECTOR INSTALLATION AS DETAILED IN THESE DRAWINGS IS FOR THE
INSTALLATION OF ALTERNATE ENERGY TECHNOLOGIES MSC -SERIES SOLAR COLLECTORS ON
STRUCTURES SUBJECTED TO A MAXIMUM UPLIFT PRESSURE OF 68 POUNDS PER SQUARE
FOOT (PSF).
2) THE DESIGN OF THIS INSTALLATION IS BASED ON REQUIREMENTS OF THE 2014 FLORIDA
BUILDING CODE. ASCE/SEI 7-10 AND TESTING OF THE SOLAR COLLECTOR IN ACCORDANCE
WITH PA 202 (TAS 202-94), ASTM E 330
3) THE INSTALLATION SHALL UTILIZE HARDWARE PROVIDED BY THE MANUFACTURER AS
DETAILED IN THESE DRAWING.
4) ALL ALUMINUM STRUCTURAL MEMBERS TO BE 6061-T6. ALL STRUCTURAL STEEL MEMBERS
TO BE LOW CARBON GALVANIZED STEEL, AND ALL HARDWARE (BOLTS, NUTS, ETC) TO BE
STAINLESS STEEL.
SECTION VIEW A:A
SPANNER DETAIL
DESIGN WIND PRESSURE
MAXIMUM SUCTION UPLIFT: 68 PSF
1l2" THREADED ROD URETHANE OR BUTYL
OR HEX CAP SCREW RUBBER SEALANT TRIANGULAR MOUNTING
(STAINLESS STEEL) BRACKET
SPACER
ROOF (AS REQUIRED)
STRUCTURE I
"SPACER
it i
1 -10D NAIL OR SCREW
1 - BD NAIL OR SCREW
AT EACH RAFTER
AT EACH SPACER BLOCK
HINGE MOUNT
2"x 4" SPANNER (16" OC RAFTERS)
STAINLESS STEEL FLAT -
CLIP
2"x 6" SPANNER (24" OC RAFTERS)
WASHER, LOCK WASHER
2"x 2"x 3/16" STEEL ANGLE SPANNER
AND NUT
1/4"-20 X 112" HEX
^•f CAP SCREW
16 HEX FINISHED -� ®
m
1. ALL MOUNTING HARDWARE (SCREWS, NUTS AND BOLTS) SHALL BE STAINLESS STEEL
TRIANGULAR
0' 318"-16 X 4" HEX
UNLESS NOTED OTHERWISE.
MOUNTING
CAP SCREW
BRACKET
2. SPACER BLOCKS SHALL BE INSTALLED
WITHIN 1" OF THE THRU-BOLT.
SPACER BLOCK 3. WHEN THRU-BOLT IS WITHIN 2" OF A RAFTER, ONLY ONE SPACER BLOCK WILL BE
AS REQUIRED REQUIRED ON THE OPPOSITE SIDE OF THE BOLT, AWAY FROM THE RAFTER.
— FLASHING
4. TWO SPACER BLOCKS ARE REQUIRED WHEN THE BOLT IS MORE THAN 2" FROM THE
000, RAFTER.
5. 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.
CONNECTION DETAIL 6. SEALANT ARE REQUIRED BETWEEN MOUNTING BLOCK AND SHINGLES/SHEATHING.
USING MANUFACTURERS HARDWARE BOLT HOLES SHALL BE SEALED TO PREVENT MOISTURE PENETRATION.
FOR PARALLEL MOUNT ON
SLOPING ROOFS 7. STEEL ANGLE SPANNER (2" X 2" X 3/16") MAY BE SUBSTITUTED FOR WOOD SPANNER.
' HEX CAP SCREW LENGTH VARIES WITH ROOF CONSTRUCTION AND SPANNER DESIG.
General Notes
♦♦♦%t1111111111.,
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No 74730
i
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• STA7 F r-•
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ON
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No.
Revision/Issue
Dale
John L. Alger, P.E.
Profess ggal Engineer* •
FLL"I,J4730••-
ALTERWIJ:AERGY • •
TECI .06OGIES, LLC
1345 ENERGY CbVE CT • •
GREEIQCOVESPRINGS, •
FLDRID4 432043
•
7/13I2015
AE-3
� N.T.S.
i
s
INSTALLATION DETAILS - SLOPED WOOD FRAME TILE ROOF
5" x 5" x 1 /8"
ALUMIMUM PLATE
33/64" THRU-HOLE
(EACH PLATE)
WELD 2" ID ALUMINUM PIPE (2-3/B" OD) P
ALL LENGTH (3-1/2" STD) VARIES �1
AROUND W/ ROOF BUILDUP �$^
0 2-3/8" x 118"
ALUMINUM PLATE
STANDOFF DETAIL Gp� GOB
P
NOTES
1) THE SOLAR COLLECTOR INSTALLATION AS DETAILED IN THESE DRAWINGS IS FOR THE
INSTALLATION OF ALTERNATE ENERGY TECHNOLOGIES MSC -SERIES SOLAR COLLECTORS ON
STRUCTURES SUBJECTED TO A MAXIMUM UPLIFT PRESSURE OF 68 POUNDS PER SQUARE
FOOT (PSF).
2) THE DESIGN OF THIS INSTALLATION IS BASED ON REQUIREMENTS OF THE 2014 FLORIDA
BUILDING CODE. ASCE/SEI 7-10 AND TESTING OF THE SOLAR COLLECTOR IN ACCORDANCE
WITH PA 202 (TAS 202-94), ASTM E 330
3) THE INSTALLATION SHALL UTILIZE HARDWARE PROVIDED BY THE MANUFACTURER AS
DETAILED IN THESE DRAWING.
4) ALL ALUMINUM STRUCTURAL MEMBERS TO BE 6061-T6. ALL STRUCTURAL STEEL MEMBERS
TO BE LOW CARBON GALVANIZED STEEL, AND ALL HARDWARE (BOLTS, NUTS, ETC) TO BE
STAINLESS STEEL.
DESIGN WIND PRESSURE
MAXIMUM SUCTION UPLIFT: 68 PSF
1/2" THREADED ROD URETHANE OR BUTYL
R
OR HEX CAP SCREW UBBER SEALANT TRIANGULAR MOUNTING
CLAY TILE WOOD (STAINLESS STEEL)*BRACKET
ROOF TRUSS STANDOFFSPACER
CLAY ROOF(AS REQUIRED)
WOOD OR STEEL TILES
ANGLESPANNER
SEE DETAILS
TYPICAL INSTALLATION DETAIL
(INCLINED TILE ROOF)
'-16 FINK
HEX
TRIANG
MOUI
BRP
ROOF FLASHING DETAIL
HINGE MOUNT
CONNECTION DETAIL
USING MANUFACTURERS HARDWARE
FOR PARALLEL MOUNT ON
SLOPING ROOFS
20 X 1/2" HEX
SCREW
W-16 X 4" HEX
AP SCREW
SECTION VIEW A:A
SPANNER DETAIL
SPACER
SPACER
BLOCK
BLOCK
RAFTER
RAFTER
1 -10D NAIL OR SCREW 1 -8D NAIL OR SCREW
AT EACH RAFTER AT EACH SPACER BLOCK
2"x 4" SPANNER (16" OC RAFTERS) STAINLESS STEEL FLAT-
2"x 6" SPANNER (24" OC RAFTERS) WASHER, LOCK WASHER
2"x 2'k 3/16" STEEL ANGLE SPANNER AND NUT
1. ALL MOUNTING HARDWARE (SCREWS, NUTS AND BOLTS) SHALL BE STAINLESS STEEL
UNLESS NOTED OTHERWISE.
2. SPACER BLOCKS SHALL BE INSTALLED WITHIN 1" OF THE THRU-BOLT.
3. 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.
4. TWO SPACER BLOCKS ARE REQUIRED WHEN THE BOLT IS MORE THAN 2" FROM THE
RAFTER.
5. 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.
6. SEALANT ARE REQUIRED BETWEEN MOUNTING BLOCK AND SHINGLES/SHEATHING.
BOLT HOLES SHALL BE SEALED TO PREVENT MOISTURE PENETRATION.
7. STEEL ANGLE SPANNER (2" X 2" X 3/16") MAY BE SUBSTITUTED FOR WOOD SPANNER.
HEX CAP SCREW LENGTH VARIES WITH ROOF CONSTRUCTION AND SPANNER DESIG.
General Notes
�%0 �-O GAIN ".%00 �-O GAIN
ENS <G'
.``,0�.�••�G
NO 74730
�� •
STAT - •
0=•
••
• T pa •
No.
Revision/Issue
Date
John L. Alger, P.E.
••
• • •••
ProfesslppiAll �nginegr
FL Lilt• NA 74730 •. -,
`nnMvea°Md-'•••• ••
ALTERIOW-1 ENERGY • •
TECH] 960"E.S, LLC .
1345 ENERGY COVE CT • • •
GRE0604%PRINGS, •
FLORIDA t D43
6 6
•• . •• •
••o
7/13/2015 AE — 4
x.a
N.T.S.
L�
INSTALLATION DETAILS - STANDING SEAM METAL ROOF
3/8"-16 x 1" HEX
RACK MOUNT CAP SCREW W/
CLIP FLAT WASHER
1/4"-20 X 1/2" HEX
CAP SCREW ��� 3/8"-16 x 3/4" HEX
CAP SCREW W/
i FLAT WASHER
MOUNTING
CHANNEL
S-5! CLAMP
W/ SET SCREWS • CHANNEL
LOCKING I
STANDING SEAM
METAL ROOF
(BUTLER MR-24 SHOWN)
CONNECTION DETAIL
USING MANUFACTURERS HARDWARE
FOR PARALLEL MOUNT ON
SEAMED METAL ROOFS
NOTES
1) THE SOLAR COLLECTOR INSTALLATION AS DETAILED IN THESE DRAWINGS IS FOR THE
INSTALLATION OF ALTERNATE ENERGY TECHNOLOGIES MSC -SERIES SOLAR COLLECTORS ON
STRUCTURES SUBJECTED TO A MAXIMUM UPLIFT PRESSURE OF 68 POUNDS PER SQUARE
FOOT (PSF).
2) THE DESIGN OF THIS INSTALLATION IS BASED ON REQUIREMENTS OF THE 2014 FLORIDA
BUILDING CODE. ASCE/SEI 7-10 AND TESTING OF THE SOLAR COLLECTOR IN ACCORDANCE
WITH PA 202 (TAS 202-94), ASTM E 330
3) THE INSTALLATION SHALL UTILIZE HARDWARE PROVIDED BY THE MANUFACTURER AS
DETAILED IN THESE DRAWING.
4) ALL ALUMINUM STRUCTURAL MEMBERS TO BE 6061-T6. ALL STRUCTURAL STEEL MEMBERS
TO BE LOW CARBON GALVANIZED STEEL, AND ALL HARDWARE (BOLTS, NUTS, ETC) TO BE
STAINLESS STEEL.
DESIGN WIND PRESSURE
MAXIMUM SUCTION UPLIFT: 68 PSF
SOLAR COLLECTOR
3/8"A6 x 1" HEX CAP SCREW
-`-
W/ FLAT WASHER
arsrarrrsr,.f �,:r,2r,?reru,r.r_r?
ry.ry.ry.ry Sera 5/5�5.fra`r'ii5%5/5>5.
AET RACK MOUNT HDWR
3/8"-16 x 3/4" HEX CAP SCREW
CHANNEL LOCKING NUT
W/ FLAT WASHER
MOUNTING CHANNEL
S-51 CLAMP
SEAMED METAL ROOF
W/SETSCREWS
(BUTLER, MR-24 SHOWN)
ROOF DECKING
SECTION VIEW A:
SEAMED METAL ROOF
1. ALL MOUNTING HARDWARE (SCREWS, NUTS AND BOLTS) SHALL BE STAINLESS STEEL
UNLESS NOTED OTHERWISE.
2. S-51 CLAMP SELECTION TO BE AS RECOMMENDED SUITABLE BY THE CLAMP
MANUFACTURER FOR THE METAL ROOFING PANEL SPECIFIED.
3. SAFETY FACTOR FOR THE CLAMP SELECTION IS THE RESPONSIBILITY OF THE DESIGNER
AND SHOULD BE EMPLOYED AS APPROPRIATE.
4. THE S-5! CLAMP IS BE BE INSTALLED PER THE MANUFACTURER'S INSTALLATION
REQUIREMENTS.
5. SEAMED METAL ROOFING AND FASTENERS ARE AS SPECIFIED BY THE DESIGN ARCHITECT
AND ARE TO BE CAPABLE OF HANDLING THE ADDITIONAL LOADS IMPOSED BY THE SOLAR
COLLECTORS.
6. SEAMED METAL ROOFING TO BE INSTALLED PER THE MANUFACTURER'S INSTALLATION
REQUIREMENTS AND ONLY MANUFACTURER APPROVED FASTENERS ARE TO BE USED.
' BUTLER, MR-24 STANDING SEAM METAL ROOFING SHOWN FOR ILLUSTRATION
PURPOSES ONLY AND WILL VARY PER THE DESIGN ARCHITECT'S RECOMMENDATION.
General Notes
`,��►111111�
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• NO 74730 '
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p �; STAT
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op • ;
'n :C( •
.,11112NA
;,EN`��.
No.
Revision/Issue
Date
John L. Alger, P.E.
•
ProfesAppAl Enginepr
FL Lim J" 74730' •
Cm Nem. eM IGE,m'••• •• •
ALTERRAMENERGY • o •
TECyp1W6QgId3, LLC • •
1345 ENERGY COVE CT • • • •
GREEN l;OA%PRINGS, •
FLV?kfbA •SPP043
• •
•••••
Roj.d x�. oe iLrm i •
•• • •• •
'••
o 7/13/2015 EAE—
s..N
N.T.S.
INSTALLATION DETAILS - FLAT ROOF USING STANDOFF FRAME
NOTES
1) THE SOLAR COLLECTOR INSTALLATION AS DETAILED IN THESE DRAWINGS IS FOR THE
INSTALLATION OF ALTERNATE ENERGY TECHNOLOGIES MSC -SERIES SOLAR COLLECTORS ON
1" x 1" x 1/8" ALUMINUM SQUARE TUBE
STRUCTURES SUBJECTED TO A MAXIMUM UPLIFT PRESSURE OF 68 POUNDS PER SQUARE
TYPICAL TWO PLACES. LENGTH MAY
FOOT (PSF).
VARY WITH MOUNTING ANGLE. TWO
(O� 90.
PCS REQUIRED PER EACH COLLECTOR
LENGTH NOT TO EXCEED 3'-0'
2) THE DESIGN OF THIS INSTALLATION IS BASED ON REQUIREMENTS OF THE 2014 FLORIDA
BUILDING CODE. ASCE/SEI 7-10 AND TESTING OF THE SOLAR COLLECTOR IN ACCORDANCE
SO
WITH PA 202 (TAS 202-94), ASTM E 330
SECURE TO STRUCTURE USING
3/8"-16 HEX CAP SCREWS, FLAT
3) THE INSTALLATION SHALL UTILIZE HARDWARE PROVIDED BY THE MANUFACTURER AS
WASHERS, LOCK WASHERS AND
4" ALUMINUM OR GALVANIZED STEEL
a FINISHED HEX NUTS
DETAILED IN THESE DRAWING.
FRAME - SEE OPTIONAL DETAIL
TIE TO STRUCTURAL
4) ALL ALUMINUM STRUCTURAL MEMBERS TO BE 6061-T6. ALL STRUCTURAL STEEL MEMBERS
PITCH
SPACE BASES AS TO INSURE 90' <
MEMBER OR SPANNER
TO BE LOW CARBON GALVANIZED STEEL, AND ALL HARDWARE (BOLTS, NUTS, ETC) TO BE
PAN
BETWEEN COLLECTOR AND STRUT
STAINLESS STEEL.
NOTE:
FRAME IS TO BE CUSTOM
FABRICATED TO MEET EACH
INSTALLATION REQUIREMENT
AND IS TO BE GALVANIZED
AFTER ALL CUTTING, DRILLING
AND WELDING HAS BEEN
PERFORMED.
STANCHION CENTERLINE
TO EQUAL ROOF STRUCT
CENTERLINE, BUT IS TO E
NO LESS THAN COLLECT(
ARRAY WIDTH. ONE STAN
PER EACH ADDITIONAL
COLLECTOR.
SOLDER
COPPER
FLASHING
FEED/RETURN
PLUMBING
STEEL JOIST OR I -BEAM
TYPICAL INSTALLATION DETAIL
(CONCRETE OR METAL FRAME ROOF)
DIMENSION TO EQUAL COLLECTOR
MOUNTING HOLE WIDTH
OPTIONAL STANDOFF FRAME DETAIL
3/8"-16 FINISHED
HEX NUT
"COOLIE"
CAP
BUILT-UP
ROOFING
APPLY
SEALANT
ROOF FLASHING DETAIL
APPLY ROOFING SEALANT TO THE UNDERSIDE OF
THE FLASHING BASE PRIOR TO INSTALLATION
1"x 1"x 1/8"
ALUMINUM
SQUARETUBE
LOW CARBON GALVANIZED STEEL
4" X 4" X 1/4" - TWO COLLECTOR
FRAMES SHOWN
�— PAD 6" X 6" X 1/4"
REQUIRES 2 SS BOLTS
TO SECURE EACH PAD
WELD ALL JOINTS
HINGE MOUNT
CLIP
1/4"-20 X 1/2" HEX
CAP SCREW
3/8"-16 X 4" HEX
CAP SCREW
3/8%16 X 1-3/4" HEX
CAP SCREW
TRIANGULAR MOUNTING
BRACKET
CONNECTION DETAIL
MANUFACTURERS HARDWARE FOR TILTED
MOUNT ON FLAT ROOFS. USE PITCH PAN
DESIGN WIND PRESSURE
MAXIMUM SUCTION UPLIFT: 68 PSF
- -- ----------- .... . ........... ............
Aij
1/2" THREADED ROD URETHANE OR BUTYL
OR HEX CAP SCREW RUBBER SEALANT TRIANGULAR MOUNTING
(STAINLESS STEEL) CLBRACKET
SPACER
ROOF (AS REQUIRED)
STRUCTURE I
r
SPACER
SPACER
BLOCK
BLOCK
1 -10D NAIL OR SCREW
1 -8D NAIL OR SCREW
AT EACH RAFTER
AT EACH SPACER BLOCK
2"x 4" SPANNER (16" OC RAFTERS)
STAINLESS STEEL FLAT-
2"x 6" SPANNER (24" OC RAFTERS)
WASHER, LOCK WASHER
2"x 2"x 3/16" STEEL ANGLE SPANNER
AND NUT
SPANNER DETAIL
THIS DETAIL FOR LIMITED APPLICATION AS A FUNCTION OF STRUCTURE. THIS DETAIL
INTENDED FOR LIGHT COMMERCIAL AND RESIDENTIAL INSTALLATIONS WITH ROOF SUPPORT
STRUCTURE IN 16" OR 24" CENTERS. OTHER SPACINGS AND STRUCTURES WILL REQUIRE
SITE SPECIFIC ANALYSIS AND EVALUATION BY AN ARCHITECT OR ENGINEER.
' HEX CAP SCREW LENGTH VARIES WITH ROOF CONSTRUCTION AND SPANNER DESIG.
1/2" THREADED ROD
OR HEX CAP SCREW* TRIANGULAR
(STAINLESS STEEL) MOUNTING
TCH BRACKET
PIPAN ,= PITCH
I, SPACER
BUILT-UP i AS REQUIRED
ROOFING
PITCH PAN DETAIL
RAFTER
MEMBER
General Notes
LOGq
* ; NO 7473q �:
STA-I '
No.
Revision/Issue
Date
izr
John L. Alger, P.E.
•
Profew ipall Cnginepr ,
FL Lio,&Am.T4730••; •
ALTERRAWENERGY • •
TECI-�{J ID("V, LLC • •
1345 ENERGY DOVE CT • • • •
GREE410VT%PRINGS, •
FLVRIDA 132043
PmNn — m°.!.— • •
LZ3
•
•owe
TRIANGULAR
MOUNTING
BRACKET
HINGE
MOUNT
CLIP
FIGURE 1. COLLECTOR ATTACHMENT
(SECTION VIEW A:A)
1/4"-20 X 1/2" SS
HEX CAP SCREW
3/8"-16 X 4" SS
HEX CAP SCREW
THREE "AE-CLIPS" ARE TO BE INSTALLED AT EACH CONNECTION POINT
WITH THE TRIANGULAR BRACKET AS SHOWN IN THIS DETAIL
FIGURE 2. ATTACHMENT HARDWARE
HINGE MOUNT
4"-20 X 112" HEX
AP SCREW
3/8"-16 FINISHED
HEX NUT
3/8"-16 X 4" HEX
CAP SCREW
TRIANGULAR MOUNT,..
BRACKET
THREE "AE-CLIPS" ARE TO BE REQUIRED TO ATTACH THE COLLECTORS TO THE STRUCTURE
PROPERLY WHEN USING THE ANGLE BRACKET. NO SUBSTITUTIONS ARE ALLOWED.
FIGURE 3. TILT KIT HARDWARE
3/8"-16 FINISHED
HEX NUT
1" x 1"x 1/8"
ALUMINUM
SQUARE TUBE
HINGE MOUNT
CLIP
1/4"-20 X 1/2" HEX
CAP SCREW
3/8"-16 X 4" HEX
CAP SCREW
3/8"-16 X 1-3/4" HEX
CAP SCREW
TRIANGULAR MOUNTING
BRACKET
TWO "AE-CLIPS" ARE REQUIRED AT EACH CONNECTION POINT
WITH SQUARE TUBE LEG AS SHOWN IN THIS DETAIL
OPT
MOU
BRA
LOCAT
END
CONE
NOTES
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 COLLECTOR ATTACHMENT SHALL BE AS INDICATED IN THE MANUFACTURERS INSTALLATION
INSTRUCTIONS AND THESE DRAWINGS.
THE AE CLIPS THAT ARE ATTACHED TO THE SOLAR COLLECTOR SHALL BE WITHIN 1/2 INCH OF
THE INDICATED DISTANCE (U5) LISTED BELOW.
THE COLLECTORS TO BE INSTALLED IN ACCORDANCE WITH THESE DRAWINGS INCLUDE THE
FOLLOWING AET MODELS.
AE-40, LENGTH 121-3/16, WIDTH 47-3/16
AE-32, LENGTH 97-3/16, WIDTH 47-3/16
AE-28, LENGTH 85-3/16, WIDTH 47-3/16
AE-26, LENGTH 77-3116, WIDTH 47-3116
AE-24, LENGTH 97-3/16, WIDTH 35-3/16
AE-21, LENGTH 85-3/16, WIDTH 35-3/16
STANDARD MOUNT
HARDWARE
LENGTH
SHOWN —\
U5 U5
THE COLLECTOR ATTACHMENT HARDWARE (AE-CLIPS) SHALL BE MOUNTED ON THE LONG SIDES
OF THE SOLAR COLLECTORS AND SHALL BE CONNECTED IN THE LOCATIONS SHOWN IN THE
ABOVE DIAGRAM FOR ALL MODELS.
THE LOCATION OF THE CLIPS AT EACH CONNECTION POINT SHALL BE PLACED AT SPECIFIC
POINTS ON ALL MODELS AS A FUNCTION OF THE COLLECTOR LENGTH. THE CENTER OF THE
CONNECTION POINT FOR THE CLIPS SHALL BE LOCATED AT A DISTANCE OF ONE FIFTH THE
LENGTH OF THE COLLECTOR (U5) AS INDICATED ABOVE.
General Notes
LOGAN
*� 'VO 74730
•
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01VAL
1111F
No.
Revision/Issue
Date
John L. Alger, P.E.
Profess3onal%nginee�'
FL Lice No. U730 : •
..,n. d'
ALTERNATE ENERGY • •
TECHNOLMIES, LLC •
1345 El";? eQ/E CT • •
GREENCOVEDSPRINGS, •
FLO.%D,A. 3jV3
•
Pmisq Morns aq /din • •
•
7/13/2015
AE-7
.. N.T.S.
SPANNER MOUNTING
URETHANE OR BUTYL
RUBBER SEALANT
1/2" THREADED ROD
OR HEX CAP SCREW*
RIANGULAR MOUNTING
(STAINLESS STEEL)
BRACKET
SPACER
ROOF
(AS REQUIRED)
STRUCTURE
SPACER
SPACER
BLOCK
BLOCK
K
iz RAFTER
;
RAFTER
1 -1OD NAIL OR SCREW
1 - 8D NAIL OR SCREW
AT EACH RAFTER
AT EACH SPACER BLOCK
2" X 4" SPANNER (16" OC RAFTERS)
STAINLESS STEEL FLAT-
2" X 6" SPANNER (24" OC RAFTERS)
WASHER, LOCK WASHER
2" X 2" X 3/16" STEEL ANGLE SPANNER
AND NUT
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 SPACER 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 ARE REQUIRED BETWEEN MOUNTING BLOCK AND SHINGLES/SHEATHING.
BOLT HOLES SHALL BE SEALED TO PREVENT MOISTURE PENETRATION.
NOTES
1) THE SOLAR COLLECTOR INSTALLATION AS DETAILED IN THESE DRAWINGS IS FOR THE
INSTALLATION OF ALTERNATE ENERGY TECHNOLOGIES MSC —SERIES SOLAR COLLECTORS ON
STRUCTURES SUBJECTED TO A MAXIMUM UPLIFT PRESSURE OF 68 POUNDS PER SQUARE
FOOT (PSF).
2) THE DESIGN OF THIS INSTALLATION IS BASED ON REQUIREMENTS OF THE 2014 FLORIDA
BUILDING CODE. ASCE/SEI 7-10 AND TESTING OF THE SOLAR COLLECTOR IN ACCORDANCE
WITH PA 202 (TAS 202-94), ASTM E 330
3) THE INSTALLATION SHALL UTILIZE HARDWARE PROVIDED BY THE MANUFACTURER AS
DETAILED IN THESE DRAWING.
4) ALL ALUMINUM STRUCTURAL MEMBERS TO BE 6061-T6. ALL STRUCTURAL STEEL MEMBERS
TO BE LOW CARBON GALVANIZED STEEL, AND ALL HARDWARE (BOLTS, NUTS, ETC) TO BE
STAINLESS STEEL.
DESIGN WIND PRESSURE
MAXIMUM SUCTION UPLIFT: 68 PSF
LAG BOLT MOUNTING
"J" BOLT MOUNTING
MOUNTING
MOUNTING
FOOT
FOOT
_
ROOFING
ROOFING
SEALANT
SHINGLES
SEALANT
SHINGLES
PLYWOOD
ROOFING
PLYWOOD
ROOFING
DECKING
FELT
DECKING
FELT
LAG
"J" BOLT
2" x 4"
BOLT
TRUSS
2"x4„
v
TRUSS
LAG BOLTS ARE TO BE 3/8" DIAMETER AND MUST PENETRATE THE RAFTER
MEMBER A MINIMUM OF 3".
PILOT HOLES SHOULD BE DRILLED INTO THE CENTERLINE OF THE RAFTER
AND SHOULD BE BETWEEN 50-75% OF THE BOLT DIAMETER.
APPLY A LIBERAL AMOUNT OF ROOF SEALANT OR A SEALANT PAD AROUND
THE OPENING PRIOR TO SECURING THE MOUNTING BRACKET.
ALL CONNECTION HARDWARE (BOLTS & WASHERS) TO BE STAINLESS STEEL.
THIS DETAIL SHOULD BE SPECIFIED BY THE DESIGN ARCHITECT OR ENGINEER
TO BE CAPABLE HANDLING ADDITIONAL LOADS.
"J" BOLTS ARE TO BE 3/8" DIAMETER AND MUST POSITIONED DIRECTLY BESIDE THE RAFTER.
HOLES SHOULD BE DRILLED SLIGHTLY LARGER THAN THE BOLT DIAMETER.
APPLY A LIBERAL AMOUNT OF ROOF SEALANT OR A SEALANT PAD AROUND THE OPENING
PRIOR TO SECURING THE MOUNTING BRACKET.
SNUG THE "J" BOLT AGAINST THE RAFTER BEFORE TIGHTENING THE NUT. USE DOUBLE —NUTS
OR LOCK WASHERS TO SECURELY FASTEN THE MOUNTING BRACKET TO THE "J" BOLT.
ALL CONNECTION HARDWARE (BOLTS & WASHERS) TO BE STAINLESS STEEL.
THIS DETAIL SHOULD BE SPECIFIED BY THE DESIGN ARCHITECT OR ENGINEER
TO BE CAPABLE HANDLING ADDITIONAL LOADS.
General Notes
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Ilflll��
No.
Revision/Issue
Date
John L. Alger, P.E.
•
Professional%rigineero •
FL Lic. No.14730 : •
•
NamN mU IGarew
ALTEFFNATE ENERGY • •
TECHNOL•0•GIES, LLC •
1345 Et";? EQVE CT •
GREEN"VrsSPRINGS, •
FL0.RjD,A.3jg43
•
P,ol•n Nam. aNa re�w • •
••-
PmYw SNM
7/13/2015 AE - 8
s<a.
N.T.S.
24" : 32"
ALTERNATE ENERGY TECHNOLOGIES, LLC
SOLAR COLLECTOR INSTALLATION DRAWINGS
(MOUNTING HARDWARE ALTERNATIVES)
MOUNTING CLIP OPTIONS
RACK MOUNT
§io
FLUSH MOUNT
STANDARD MOUNT
INSTALLATION REQUIREMENTS
Z
LLI
J
0 1) THE SOLAR COLLECTOR INSTALLATION AS DETAILED IN THIS DRAWINGS I FOR THE INSTALLATION OF ALTERNATE ENERGY
U TECHNOLOGIES AE-SERIES SOLAR COLLECTORS ON STRUCTURES SUBJECTED TO A MAXIMUM UPLIFT PRESSURE OF 68 POUNDS
w
PER SQUARE FOOT (PSF).
O
U
2) THE DESIGN OF THIS INSTALLATION IS BASED ON REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE, ASCE 7-10 AND
TESTING OF THE SOLAR COLLECTOR IN ACCORDANCE WITH PA 202 (TAS 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-T6. ALL STRUCTURAL STEEL MEMBERS TO BE LOW CARBON GALVANIZED
STEEL, AND ALL HARDWARE (BOLTS, NUTS, ETC) TO BE STAINLESS STEEL.
AE - SERIES COLLECTORS
MODEL
ABSORBER
WIDTH
LENGTH
AE-21
SELECTIVE
35.1875"
85.1875"
AE-24
SELECTIVE
35.1875"
97.1875"
AE-26
SELECTIVE
47.1875"
77.1875"
AE-28
SELECTIVE
47.1875"
85.1875"
AE-32
SELECTIVE
47.1875"
97.1875"
AE 40
SELECTIVE
47.1875"
121.1875"
DESIGN WIND PRESSURE
MAXIMUM SUCTION UPLIFT: 68 PSF
General Notes
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No 74730
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S�0NAI-E�.��
No.
Revision/Issue
Dale
John L. Alger, P.E.
•
ProfessionAi ringineelr"
FL Lic. No. 74730 : _
hm Name aM ICE,n. '
ALTERWE ENERGY • •
•
TECHNOLOGIES, LLC
1345 ERI?VCDVE CT • •
GREEN.00VA 4PRINGS, •
FLQP4" J p43
••
Pr pj N. m Al.. • �
•• • ••
•
••
Prvjeci SNew
7/13/2015
AE-9
seaN
N.T.S.
91,
INSTALLATION DETAILS - ALTERNATE MOUNT HARDWARE
FLUSH MOUNTING HARDWARE
FLUSH MOUNT HARDWARE IS INSTALLED AT EACH
CONNECTION POINT AS SHOWN IN THIS DETAIL
-20 X 1/2" HEX
'SCREW
\SHING
CONNECTION DETAIL
USING MANUFACTURERS HARDWARE
FOR PARALLEL MOUNT ON
SLOPING ROOFS
RACK MOUNT
CLIP
NOTES
MOUNTII
CHANN
RACK MOUNTING HARDWARE
RACK MOUNT HARDWARE IS INSTALLED AT EACH
CONNECTION POINT AS SHOWN IN THIS DETAIL
RACK MOUNT
LIP
1/4"-20 X 1/2" HEX
CAP SCREW
LOCKING NUT
CONNECTION DETAIL
USING MANUFACTURERS HARDWARE
FOR RACK MOUNT ON TILE / SLATE ROOFS
OPTIONAL MOUNTING
BRACKET LOCATION FOR
FLUSH MOUNT END MOUNT CONDITIONS
HARDWARE
SHOWN
RACK MOUNT
HARDWARE
SHOWN
1) THE SOLAR COLLECTOR INSTALLATION AS DETAILED IN THESE DRAWINGS IS FOR THE INSTALLATION OF ALTERNATE ENERGY
TECHNOLOGIES MSC -SERIES SOLAR COLLECTORS ON STRUCTURES SUBJECTED TO A MAXIMUM UPLIFT PRESSURE OF 68 POUNDS
PER SQUARE FOOT (PSF).
2) THE DESIGN OF THIS INSTALLATION IS BASED ON REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. ASCE/SEI 710 AND
TESTING OF THE SOLAR COLLECTOR IN ACCORDANCE WITH PA 202 (TAS 202-94), ASTM E 330
3) THE INSTALLATION SHALL UTILIZE HARDWARE PROVIDED BY THE MANUFACTURER AS DETAILED IN THESE DRAWING.
4) ALL ALUMINUM STRUCTURAL MEMBERS TO BE 6061-T6. ALL STRUCTURAL STEEL MEMBERS TO BE LOW CARBON GALVANIZED
STEEL, AND ALL HARDWARE (BOLTS, NUTS, ETC) TO BE STAINLESS STEEL.
DESIGN WIND PRESSURE
MAXIMUM SUCTION UPLIFT: 68 PSF
U5
U5
General Notes
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No.
Revision/Issue
Date
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John L. Alger, P.E.
Professional thbineer
FL Lic. �Ior���30
Neme aM .bGra. • •
rn—
ALTERN4TE ENERGY •
TECHNOLOGIES,LLC •
1345ENER8fCOW-CT •
GREEN COVE SPRINGS, •
FLORIDA 32043 •
Pro;. N.m..� ba�
Propp SN-1
7/7/1312015 AE - 10
s<.N
N.T.S.
•
•
•
INSTALLATION DETAILS - HIGH -VELOCITY WIND ZONES
(DADE & BROWARD COUNTIES, WIND PRESSURES ABOVE 51 PSF)
THE COLLECTOR ATTACHMENT HARDWARE (AE-CLIPS) 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-40
SOLAR COLLECTOR IN 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 COLLECTOR ATTACHMENT SHALL BE AS INDICATED IN THE MANUFACTURERS
INSTALLATION INSTRUCTIONS AND THESE DRAWINGS.
THE AE CLIPS THAT ARE ATTACHED TO THE SOLAR COLLECTOR SHALL BE WITHIN 1/2
INCH OF THE INDICATED DISTANCE LISTED BELOW AND SHALL BE LIMITED TO THE
INSTALLATION METHODS DESCRIBED IN SHEET AE-8 OF THIS DRAWING SET.
INSTALLATIONS MAY REQUIRE ADDITIONAL ROOF BRACING. THE CONTRACTOR SHOULD
CONSULT 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 WITH TILT ANGLES OF LESS THAN 30 DEGREES
AND MEAN ELEVATIONS OF 30 FT OR LESS.
FIGURE 1. COLLECTOR ATTACHMENT
(SECTION VIEW A:A)
FjO
HINGE
MOUNT
CLIP
TRIANGULAR 1/4"-20 X 1/2" SS
MOUNTING HEX CAP SCREW
BRACKET
3/8"-16 X 4" SS
HEX CAP SCREW
THREE "AE-CLIPS" ARE TO BE INSTALLED AT EACH CONNECTION POINT
WITH THE TRIANGULAR BRACKET AS SHOWN IN THIS DETAIL
FIGURE 2. ATTACHMENT HARDWARE
HINGE MOUNT
V-20 X 1/2" HEX
4P SCREW
3/8"-16 FINISHED
HEX NUT
3/8"-16 X 4" HEX
CAP SCREW
TRIANGULAR MOUNT...
BRACKET
THREE "AE-CLIPS" ARE TO BE REQUIRED TO ATTACH THE COLLECTORS TO THE STRUCTURE
PROPERLY WHEN USING THE ANGLE BRACKET. NO SUBSTITUTIONS ARE ALLOWED.
General Notes
���� ,oGAIV ' �
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• NO 74730
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S
' 13 STA-I
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0NA1-
��� 11111/
1
No.
Revision/Issue
Date
John L. Alger, P.E.
Professiogal Engineer •
FL Lic.n�� 4±♦'30
Nam, M ME,au • • •
•
ALTERNATE ENERGY • •
TECHNOL•OGIESA-LC •
1345 ENERGS COOE CT •
GREEN COVE SPRINGS, •
FLORIDA 32043
ProjeU xmm me xaa.ev
ProIM EAE
7113/20151
saaN
N.T.S.
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WIND SPEED AND COMPONENTS + CLADDING LOAD
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ROOF AREA FOR WIND LOAD DETERMINATION
1Q AREA 1 CENTRAL ROOF AREA
(2) AREA 2 EDGE STRIPS OF ROOF (SEE NOTE BELOW)
® AREA 3 CORNER AREAS OF ROOF (SEE NOTE BELOW)
THE MINIMUM WIND LOADS AT SPEEDS BETWEEN 150 AND 200 MILES PER HOUR (MPH) IN TABLE 1
APPLY TO THE INSTALLATION OF 40 SF SOLAR COLLECTOR SITED IN AN AREA CONSIDERED
EXPOSURE C, IN THE AREA OF THE ROOF (AREAS 1 & AREA 2) WITH ROOF SLOPING 7 TO 45
DEGREES AT A MEAN HEIGHT (H) OF 30 FEET INSTALLED IN ACCORDANCE WITH ALTERNATE
ENERGY TECHNOLOGIES DRAWINGS AE SHEETS 1-11.
THE WIDTH OR DIMENSION OF THE EDGE STRIPS (AREA 2) AND CORNER AREAS (AREA 3) IS 10%
OF THE LEAST HORIZONTAL DIMENSION OR 40% OF THE EAVE HEIGHT, BUT NOT LESS THAN 3
FEET AS STATED IN ASCE 7.
SOLAR COLLECTORS SHOULD BE INSTALLED IN THE CENTRAL AREA OF THE ROOF WHENEVER
POSSIBLE, THEY MAY BE INSTALLED IN THE CENTRAL AND EDGE AREAS IF NECESSARY. IT IS NOT
RECOMMENDED THAT SOLAR COLLECTORS BE INSTALLED IN CORNER AREAS.
THIS INFORMATION CANNOT BE USED FOR AE SERIES SOLAR COLLECTORS SITED IN OTHER
EXPOSURES OR ON BUILDINGS HAVING A MEAN ROOF HEIGHT GREATER THAN 30 FEET, (H > 30
FEET) OR WITH SLOPES GREATER THAN 45 DEGREES.
7• < Q < 45•
NOTES
THIS SHEET PROVIDES INFORMATION RELATED TO WIND SPEEDS AND THE ASSOCIATED MINIMUM
LOADS ON THE ALTERNATE ENERGY TECHNOLOGIES SOLAR COLLECTOR INSTALLATION
DRAWINGS (AE 1, SHEETS 1 THRU 11).
THE DRAWING ARE INTENDED TO BE GENERIC IN NATURE AND COVER THE RANGE OF WINDS
SPEEDS (150 TO 200 MPH) AND RESULTING PRESSURES (LOADS) ON SOLAR COLLECTORS
INSTALLED ON LOW-RISE BUILDINGS THROUGHOUT THE STATE. WIND SPEEDS WITH THE
HURRICANE DEBRIS AREA REQUIRE SPECIFIC SITE DESIGN BY A FLORIDA LICENSED ENGINEER.
THESE DRAWINGS DETAIL THE STRUCTURAL REQUIREMENTS AND HARDWARE NECESSARY TO
INSTALL THE 40 SQUARE FOOT (AND SMALLER) AE SERIES SOLAR COLLECTORS ON ROOFS OF
BUILDINGS WITH HORIZONTAL OR SLOPED ROOFS IN ACCORDANCE WITH THE 2014 FLORIDA
BUILDING CODE (FBC). THE DRAWINGS ARE EXPECTED TO BE USED PRIMARILY FOR RESIDENTIAL
BUILDINGS WITH LOW -SPEED ROOFS AT ANGLES UP TO 45 DEGREES HAVING A MEAN ROOF
HEIGHT OF 30 FEET OR LESS AS DESCRIBED IN FIGURE 30.5-1 OF THE ASCE/SEI 7-10.
THE DRAWINGS DETAIL AN INSTALLATION THAT WILL WITHSTAND WIND UPLIFT LOADS UP TO 68
POUNDS PER SQUARE FOOT (-68 PSF) AND IS EXPECTED TO MEET THE RANGE OF WIND LOADS
ON MOST RESIDENTIAL BUILDINGS THROUGHOUT THE STATE. THE INTENT OF THESE DRAWINGS
IS TO PROVIDE AN ATTACHMENT SYSTEM FOR ALL SOLAR COLLECTORS THAT WILL WITHSTAND A
WIND LOAD OF -68 PSF REGARDLESS OF ITS LOCATION.
THE DRAWINGS DO NOT HOWEVER INDICATE SPECIFIC WIND SPEEDS BECAUSE OF THE
VARIABILITY OF WIND SPEED WITH HEIGHT AND LOCATION (EXPOSURE CATEGORY)
THROUGHOUT THE STATE. COLLECTORS INSTALLED IN ACCORDANCE WITH THESE DRAWINGS
WILL READILY WITHSTAND THE 68 PSF UPLIFT LOAD AS VERIFIED BY TESTING UNDER PA 202 AND
ASTM E 330 AND ANALYSIS OF ALL HARDWARE USED IN THE INSTALLATION.
THE WIND LOAD IN PSF RESULTING FROM WIND SPEEDS BETWEEN 150 AND 200 MILES PER HOUR
(MPH) ON THE FORTY SQUARE FOOT (40 SF) SOLAR COLLECTOR MANUFACTURED BY AET
INSTALLED ON A BUILDING LOCATED IN THE AREA 1 AND AREA 2, OF A SLOPED ROOF WITH A 7 TO
45 DEGREE TILT AND A 30 FOOT MEAN ROOF HEIGHT FOR EXPOSURE C AT DIFFERENT WIND
SPEEDS AS SHOWN IN TABLE 1. THE COLLECTOR HAS BEEN TESTED AND CERTIFIED TO
WITHSTAND 68 PSF.
THE MINIMUM WIND LOADS AT THE VARIOUS WIND SPEEDS REQUIRED BY FLORIDA BUILDING
CODE WERE DETERMINED USING FIGURE 30.5-1 OF THE ASCE/SEI 7-10 FOR THE 40 SQUARE FOOT
SOLAR COLLECTORS FOR EXPOSURE C.
THE TABLE CLEARLY SHOWS THAT THE LOAD FROM THE WIND ON THE SOLAR COLLECTOR IS
LESS THAN -68 PSF DESIGN LOAD OF THE INSTALLATION DETAILED IN THE DRAWINGS.
THE INFORMATION ON THIS SHEET CAN BE USED TO DETERMINE THE MAGNITUDE OF THE WIND
LOAD ON THE SOLAR COLLECTOR AT DIFFERENT WIND SPEEDS WHEN IT IS INSTALLED IN
ACCORDANCE WITH THE REFERENCED DRAWINGS IN THE CENTRAL OR EDGE AREAS (IF
NECESSARY) OF THE ROOF AS DESCRIBED ABOVE FOR BUILDINGS SUBJECTED TO EXPOSURE C,
AS DESCRIBED IN FIGURE 30.5-1 OF THE ASCE 7. INSTALLATION OF SOLAR COLLECTORS IS NOT
RECOMMENDED IN THE CORNER AREA OF THE ROOF.
FOR INSTALLATION ON BUILDINGS AT DIFFERENT HEIGHTS OR EXPOSURES THE LOADS MUST BE
ADJUSTED OR DETERMINED ON A CASE BY CASE BASIS.
TABLE 1 - UPLIFT LOAD
ON A 40 FT2 SOLAR COLLECTOR IN DIFFERENT AREAS OF THE ROOF FOR EXPOSURE C
WIND SPEED (MPH)
150
160
170
175
180
200
DESIGN LOAD - AREA 1 (CENTER)
28.9
33.3
1 38.2
1 40.6
43.0
53.8
DESIGN LOAD - AREA 2 (EDGE)
46.0
52.8
160.2
163.8
67.5
jWf
WIND LOADS AT DIFFERENT WIND SPEEDS FOR THE AET 40 SF SOLAR COLLECTOR
INSTALLED IN THE CENTER AREA OF A TYPICAL RESIDENTIAL BUILDING AS SHOWN
AND DESCRIBED ON THIS SHEET
.
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Revision/Issue
General Notes
Ifil
John L. Alger, P.E.
• • pq
•
•••••.
••••••
•
Professionaf thineer! •
FL Lic..q Y430 ;
s �
ALTERVTEEJERGY • •
TECHNOLOG*ES•LLC •
1345 ENEMY CObE CT • •
GREEN COVE SPRINGS, •• •
FLORIDA 32043 sn..1
PmjM »am. aW bCeea
Prej.a
7/13/2015
AE - 12
» N.T.S.
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NOTES:
1 8 1 5 1 4
3 1
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 10611 NE 10th PL Miami Shores, FL 33138
Customer Name: Eleide & Juan Batista/Pichardo
This solar domestic water heating system is open loop or direct as defined by the 2017 FBC
R202. Circulation is by DC powered pump and a 10 W PV module. 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 cell insulation, 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.
DC stainless steel circulating pump by EI Sid, Mauch or Laing
10 Watt PV module by Solar Tech, BP, AFE, or Natural Light
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
Cover page
Site plan, index, notes
00/00
1
A-102
Wind Load Calcs
Developed chart for 2017 FBC Table R301.2(2) Roof Pressures
00/00
1
P-101
Plumbing
System schematics
00/00
1
S-101
Attachments
Mounting hardware, flashings, attachments
00/00
1
S-102
Attachments
Mounting details
00/00
1
S-103
Attachments
Flat roof mounting details
00/00
2
S-104
Attachments
AET collector, HWHZ 51<PSF<68
00/00
2
Z-101
FSEC
Certifications 0-50-21 and 066-32
00/00
2
Z-102
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
Z-1051 Site Plan I Collector and tanK layout Dian
UU/UU I L
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 104710 "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
2 1 1
ENGINEER:
JOHN ALGER
4105 SAINT JOHN'S PARKWAY
SANFORD, FL 32771
PH 800-929-3919 X1411
jalger®theleveredge.com
State License 0 74730
CONTRACTOR REQUIRED
TO INDICATE SYSTEM SIZE
BY SELECTING THE
CORRESPONDING BOX
BELOW.
❑OPV-66-32
FSEC# 300509
OPV-80-40
FSEC# 300506
❑OPV-120-64
FSEC# 300507
OPV-120- J
090il 300508
Where.Ompen direct system
first numbers are tank size,
second numbers are array
area. All are active pumped
using a different controller
with sensors.
DRAwN sr.
JOHN ALGER, PE
PROVIDER
THE LEVOEM
14236Mw10-10
GrYfkri d
MtlwlaOan ✓k 31930
DOOM 12n64=5417PM
1LDR-0-DC-AE
Revv.12.15.17
A-101
A
a
D
E
F
A-1i
Table R301.2(2) interpolated to effective area of 1gty
21sq ft module or collectorl
1 Exposure 8, mean roof height 30 ft and under, Kd ■ AS, Krt ■ 1
--4
roof
Roof
1301
1401
1501
1601
16SI
1
1701
1751
pitch
Zones
down
uplift
down
uplift
down
uplift
down
uplift
Use 175mph wind
for Dade County s.8
.4
down
uplift
1
10
-17
10
-20
9.2
-23
10.6
-26
216
-=1
0-7 ft
2
10
-2&9
10
-30.9
9.2
-29.8
10.6
-4a.e
12.6
.49
3
10
-37.6
10
43.6
9.2
-49.5
10.6
-56.5
12 6
�8 4
1
10
-16
1L1
-12
12.7
-21
14.4
-24
1S.4
-2S.S
16.3
-27
17.3
-29
8 - 27 deg
2
10
-2S.9
1L1
-30.9
U.7
-3S
14.4
-39.8
1SA
-42.3
16.3
-44.8
17.3
47.9
3
10
-39.9
1L3
-4S.9
1L7
-S2.8
14.4 1
-59.8
15.4
-63.9
16.3
-67.8
7.3
-72-4
1
16.2
17
1&8
19.9
2L6
-22 9
24.6
25.9
26 2
27.4
27.7
2&9
319
28 -45 deg
2
16.2
-20
18 8
-23
2L6
-26.9
24.6
30
26 2
-32
27.7
33.9
3b.5
3
16 2
-20
1&8
-23
2L6
-26.9
24.6
-30
26 2
32
27.7
-33.9
]k29
-3&S
I ExposureC, mean roof height 35 ft and under, Kd • .85, Krt ■ 1 and Lambda (adjustment factor) ■ 1.211
1
1
mot
Roof
LW
140'
1501
1601
1651
1701
17S1
pitch
Zones
down
uplift
down
uplift
dawn
uplift
down
uplift
down
uplift
down
uplift
down
uplift
i
12.1
-2.0.6
32.1
-24.2
ILI
-27.8
1L8
-31-5
117
-33.9
14.4
-36.3
15.2
-3&8
07deg
2
111
-32.5
12.1
-37.3
1L1
-36.1
12.8
-49.4
33.7
-S2.4
14.4
-SS.
15.2
-S9.3
3
22.1
-45.5
12.1
-S2.8
11.1
-S9.9
12.1
-60.4
13.7
-73.2
14A
-77.9
15.2
42.8
1
111
-19.4
13.4
-21.8
15.4
-25.4 1
17.4
-29.0
1&6
-30.9
19.7
-37-7
-35.1
8-27
2
12.1
-31.3
13.4
-37.4
1SA
42.4
17.4
48.2
18.6
-SL2
19.7
-S4.2
-S8.0
3
111
3&3!13.4
-SS.S
15.4
63.9
17.4
-72 4
1&6
-77.2
19.7
-82.0
9
87.6
1
19.6
-20.67
-24.1
26.1
-27.7
29.8
-3L3
3L7
-33.2
33.5
-35.0
35.6
38 6
2-45
2
19.6
-24.27
-27.8
26.1
-32.5
29.8
-36.3
3L73&7
33.5
4L0
356
44.2
3
19.6
-24.27
-27.8
26.1
-32 5
29.8
36.3
3L7
38.7
33.5
4L
35.6
44.2
1
1 Exposure C, mean roof height 35 - 30ft, Kd ■ AS, Krt ■ 1 and Lambda (adjustment factor).1.4
1
roof
f
1301
140
150
160
165
170
17S
ptch
down uplift
down uplift
down
uplift
dawn
uplift
down
uplift
down
Iltt
down
uplift
Flat roof for
collector install
0
12.9
-32.2
14.8
-3&4
15.8
-39.2
16.7
-42.0
17.6
-44.9
0-7 deg
2
3
3
Lo
1L9
129
4L7
�9.3
14.8
lag
Roof Pressures
16 7
64.1
17.6
68 6
1
4o.z
17.6
45.e
1
14.0
-22.4
1S.5
-25.2
17.8
-29.4
20.2
-33.6
2L6
-35.7 22.8
-37.8
24.2
�40.6
8- 27 deg
2
14.0
-36.3
15.5
-43.3
17.8
-49.0
20.2
-S&7
2L6
-59.2 22.8
-62.7
24.2
-P.1
3
14.0
-55.9
15.5
-643
17.8
-73.9
20.2
-93.7
21.6
-893 22.8
-94.9
24.2
-101.4
1
227
-23.8
26.3
-27.9
30.2
321
34.4
-36.3
3&7
-38.4 38.8
-40.5
41.2
44.7
28-45deg
2
22.7
-2&0
26.3
-32-2
30.2
-37.7
34.4
-42.0
36.7
-44.8 3&8
47.S
41.2
-SLI
roof
Roof
1301
140:
150(
1651
1701
17S1
pitch
Zones
down
uplift
down
uplift
down
uplift
down
uplift
down
uplift
down
uplift
down
uplift
1
14.7
-2S.0
14.7
-29.4
23.5
-33.8
1&6
-3112
16.6
-41-2
17.5
-443
38.S
47.2
0-7 deg
2
14.7
-39.S
14.7
453
13.5
43.8
15.6
-60.0
16.6
-63.7
17.5
-67.3
1&5
-72.0
3
14.7
-SS3
14.7
-64.1
13.5
-72.8
1S.6
-83.1
16.6
489
17.S
44.7
1&5
-100.5
1
14.7
-23.5
16.3
-26.5
1&7
-30.9
21.2
-35.3
22.6
-37.5
24.0
-39.7
25.4
-42.6
8-27deg
2
1 14.7
1 -38.1
163
1 4.5.4
1&7
1 -S1.5
21.2
-S&5
22.6
-62.2
24.0
-6S.9
25.4
-70.4
3
14.7
-S&7
16.3
-67.5
18.7r-77.6
2L2
-87.9
22.6
-93.8
24.0
-99.7
23.4
-INN
1
23.8
-25.0
27.6
-29.3
3LB
36.2
-38.1
3&5
-40.3
40.7
-42.5
43.2
46.9
28-45deg
2
23.8
-29.4
27.6
-318
3L6
3&2
-44.1
3&S
47.0
40.7
-49.8
43.2
-S3.7
3
23.8
-29.4
27.6
-33.9
3L8
36 2
a14.1
3LS
-47.0
40.7
1 -19.8
43.2
-S3.7
1
Exposure0, mean roof height 3S to 30 ft, Kd • .85, Krt ■ 1 and adjustment factor ■ 1.66
1
1
I {
roof
Roof
Iml
1401
ISO
1601
16S
1701
1751
pitch
Zones
down
I uplift
down
uplift
down
uplift
down
uplift
down
uplift
down
uplift
down
uplift
1
16.6
-28.2
16.6
-33.2
15.3
-38.2
17.6
43.2
1&8
-46.5
29.8
49.8
20.9
-513
0-7 deg
2
36.6
-44.7
16.6
-SL1
15.3
-49S
17.6
-67.7
1&8
-71.9
19.8
-76.0
20.9
-81.3
3
16.6
-62.4
16.6
-72.4
1&3
482.2
17.6
-93.8
13.8
1 -100.4
19.8
-106.9
20.9
-113.5
1
16:6
-26.6
l&4
-29.9
21.1
-34.9
23.9
-39.8
2S.6
-413
27.1
-44.8
22.7
-4&1
8-27deg
2
16.6
43.0
1&4
-SL3
21.1
-58.1
23.9
-".1
2SA
-70.2
27.1
-74.4
28.7
-79.5
3
16.6
-66.2
1&4
-76.2
2L1
-97.6
23.9
-99.3
25.6
105.9
27.1
-112.S
28.7
-120.2
1
26.9
-28.2
3L2
-33.0
35.9
-3&0
40.8
-43.0
43.5
-4S.5
46.0
-4&0
48.8
53.0
28 - 45 deg
2
26.9
-33.2
31.2
-3&2
35.9
.44.7
40.8
49.8
43.5
-S3.1
46.0
-S&3
48.8
-60.6
3
26.9
-33.2
3L2
-3&2
35.9
.44.7
40.8
-49.8
43.5
-S3.1
4&D
-S6.3
4&8
60 6
Per Florida Building Code. effective area to be taken as the surface area of 1 module or panel
Tables interpolated from 2017 Ronda B1dldin Code-Residentfa(, 6th Edition (20171 Page 2S as allowed for effective area
Table values have been adjusted and recalculated for height and exposure using adjustment coeffidents In Table 3012.3
Table values have already been andtiplied by ).6 to convert component and cladding pressures to AS0.
)sure C
n Roof is 11 ft
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.
( i
( i e
Im e.
1 1
- i esr•
GABLE ROOFS
wAAs a=4.4ft this site s:r
-FA-
V. m 1 @
1 '
OA"NooPs T421-
r 4 •; 4S W 1 00P4
7. 40 An 27•
Zone 1:-38.8psf < -51 psf; standard attachments are permitted
Zone 2:-59.3psf > -51 psf < -68psf; HVHZ attachments required
Zone 3:-82.8psf > -68psf; collector can not be installed in Zone
3.
Offsets are calculated as follows:
10% of the least horizontal dimension= 54.8 ft x 10% = 5.5 ft
40% of the mean roof height = 11 ft x 40% = 4.4ft
Offset is least of these 2 figures but no less than 3 ft so the
figure for this location is 4.4ft for the tributary areas.
ENGINEER:
JOHN ALGER
4105 SAINT JOHN'S PARKWAY
SANFORD, FL 32771
PROVIDER:
THE LEIIFAEDGE
1423 Gunn lion/
Mass, FL 33018
913-403-51M
cer0icshe of
AUIVIZatlon M 31930
PH 800-929-3919 X1411
jaiger®theleveredge.com
State License # 74730
DRAWN BV:
JOHN ALGER, PE
••••
0
DA 30 :11/4j&59:AM • • •
• • •
LS7 • • •
•
• f#MDGAE • • •
• •Fyay.�$15.17
0000
• •
•••••• ••
NOTES:
1. Pressures shown are applied normal loth* surfac e
for exposure B, at h=30 ft (9.1 m). AdLustatoother •
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
save height shall be used for roof angles <10°.
0: Angle of plane of roof from horizontal in degrees.
ift
TYPICAL 'AC' PUMP SYSTEM
COLLECTOR SENSOR ---� 0 AIR VENT
this system
�1 aia
CIRCULATION P
ISOLA711d VA
THERMOMETER
NV TO FIXTURES —
THERNOSTATIC
MIXING VALVE
H
PARE RELIEF VALVE
FREEZE PRQTECTIW VALVE
VALVECS)
^ANTI-SMON VALVE, ELECTRIC
CSC
ISM ATIM VALVE
1
1
1
1
1
1
1
1
1
1
1
1
1
1
I
1
1
1
1
1
1
1
1
, -� STORAGE Sty1SOR
1
BRAIN
VALVE
SOLAR STORAGE TANK
V/ ELECTRIC BACKUP
i1tiU1lilli
1111!IIIi111 �
Illil111.1111 I ►� •ua� - •�a n
i111!111i111
i111!11!i1/i
CWW"Ttm H
ISOLATION VA
Ti ER10ETER
HV TO FIXTURES -•
VALVC(S)
ANTI -SIPHON VALVE, MECHANM
CW FROM
SERVICE
ISO.ATIM VALVE
1
I
1
1 1 ;
1 t ,
1 1 ,
1 1 ,
I 1 ,
1 1 ,
1 ,
HQ{DRT i LOVER
TAM( THERMOSTAT
~ i 1
BRAIN
1
1
V ,
SOLAR STORAGE TAM(
V/ ELECTRIC BACKUP
Use the DC pump
system sketch
PLUMBING
Approved _
Disapproved "
Meets requirements of 2017 Florida Building Code 6th edition Residential
Section 2802.1 for mixing valve and temperature indicator at the
mixing valve outlet.
NOTICCk REVISIONS OPAW "TM
Tom» dam.,. PIPING SCHEMATICS ft" DATE M�°Fs�"°"
MN.IY� r.1M aMlw iCJ�tt: /LT&
Vj a,,,, n„ W no �The
� AC AND DC PUMPED SYSTEMS P-101
ursalrnlipt..sl .I"" WIN .Iwn.le.
rMr M.YM UM Id v ML'
8134WI00 Y IM M WRAN&
.0000
• 0 0 0 • •
a
Approved Date
Disapproved Date
ALTERNATE ENERGY TECHNOLOGIES, LLC
SOLAR COLLECTOR INSTALLATION DRAWINGS
(MOUNTING HARDWARE ALTERNATIVES)
24• - 3r
A
14
I
s,
I
f
I
s,
I
f
1` g
�
{
a�
�
!
f
a
i
I
U
RACK MOUNT
MOUNTING CLIP OPTIONS
FLUSH MOUNT
OPTIONAL HURRICANE MOUNT FOR HVHZ ZONES
use hurricane
high wind
+! mounts
A
o ,
INSTALLATION REQUIREMENTS
1) THE SOLAR COLLECTOR INSTALLATION AS DETAILED IN THIS DRAWINGS I FOR THE INSTALLATION OF ALTERNATE ENERGY
TECHNOLOGIES AE-SERIES SOLAR COLLECTORS ON STRUCTURES SUBJECTED TO A MAXIMUM UPLIFT PRESSURE OF 68 POUNDS
p PER SQUARE FOOT (PSF�
O
2) THE DESIGN OF THIS INSTALLATION IS BASED ON REQUIREMENTS OF THE 2017 FLORIDA BUILDING OODE. ASCE 7-10 AND
TESTING OF THE SOLAR COLLECTOR IN ACCORDANCE WITH PA 202 (TAS 202-04), ASTM E 330
3) THE INSTALLATION SWILL UTILIZE HARDWARE PROVIDED BY THE MANUFACTURER AS DETAILED IN THIS DRAWING.
4) ALL ALUMINUM STRUCTURAL MEMBERS TO BE 6061-T6. 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 I
LENGTH
SRCCIk
AE-21
SELECTIVE
35.1875" 1
85.1875" 1
10001940
AE-4
SELECTIVE
35.1875"
1 97.1875"
10001943
AE-28
SELECTIVE
47.1875"
77.1875"
2011056A
AE712
SELECTIVE
SELECTIVE
47.1875'
j 47.1876'
97.187W
121.1875" 1!
58 100018
160b18�20
AE.4O
DESIGN WIND PRESSURE
MAXIMUM SUCTION UPLIFT: 68 PSF
This panel
fJE MOTIC 6{: REVISIONS OIUMNO•Q'0lM�TIOM
TMsyyM"WMa•a•nwM .c—Illy OATS byoEsd+vloon Mpaiwh" ea+aau
bm doomftw
1423Gum 1fd+••T MOM•tie.YY.••IwMM
at•o• ats6s •�'••��•We S-101
N3r02i100
S-101
T1 PWAL MSTALLATI IN OBTAL
(STANDING SEAM METAL ROOT)
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RA4KxgN1t w•atcwIN
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r WANF
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used
OEMWAN\
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bmmVA 0/ DESIGN WIND PRESSURE
MAXIMUM SUCTION UPLIFT: N PSF
OMMCOL ECTOR
3r•16x t• H ELL CAP •orxtiT
r r _ W RAT WA• IAR
r— AET RACK MOUNT HMM
CHN&MLLOCIOXINIT Tw
=a=-3+ri1�7L CAPSCIM
wr RAA•HLR
ADMIT• CHAMLA
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OWN
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WIDE mmm
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COIRECTIOIN DETAIL
PORPNWALLIIOLM ON
•IoPMOR00p
W-N )(S-w om
:w •cREw
R•LOCII
INKD
04M
SUM
1Q'T/RFAMRODURETHAM ��LAW
OR HEX CAP SCREW' TFNANCAAAR MOUNTING
SPANNER MLWN& p STEEL) ��— S� VI CER
ROOFt STRUCTURE �— REWIRED) � I
SEAMED METAL ROOF tTr iET SCRflM 1-10D NAL OR SCREW -�
OUTL+IRM►IINSHOW1q —� AT EACH RAFTER
rx c SPAISER (tr OC RAFTERS{
HOOP OECK1lI Tk S' SPANNER OC OC RAFTERSI
?x rx JmS' STEEL ANOIF SPANNER
SECTION VIEW A'A
SEAM tMBTAL ROOF
LAO BOLT MOUNTND
tlot•rtNo
d coot
4
' arRoao --f Roolxw -�
CE071O TQT
w
•aT r►x
j— TRIM
LAG BOLTS ARE TO BE SW DIAMETER AND MUST PENETRATE THE RAFTER
MEMBER A MDIDAUM OF r.
PILOT HOLES SHOULD BE DRILLED MO THE CENTERLINE OF THE RAFTER
AND SHOULD BE BETWEEN 30•75%OF THE BOLT DIAMETER
APPLY A LIBERAL AMOUNT OF ROOF SEALANT OR A SEALANT PAD MOUND
THE OPENING PRIOR TO SECURING THE MOUNTING BRACKET.
ALL OONNECTION HARDWARE (BOLTS A WASHERS) TO BE STAINLESS STEEL
THIS DETAIL SHOULD BE SPECIFIED BY THE DESIGN ARCHITECT OR ENGINEER
TO BE CAPABLE HANDLING ADDITIONAL LOJIDS
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.
00 HAIL OR SCREW
AT EACH SPACER BLOCK
l r, -
STADS.ESS STEEL FLAT-
WASHER,LOCKWASNER
AND NUT
SECTION VIEWAJI
SPANNER DETAIL
-1 � -
'g
lia
-FIA
��
-•raxrS=
wson"
0001►N
TVPII����� LWWMR��ALLATIOM DETAIL
(INCUN�N .r TILE ROOF)
HOOP RAINIINIAL COIDECTION DETAIL
tNworw�AenxxR• twa•rne
MWARM{1 wan
DESIGN WIND PRESSURE
MAXMUI• SUCTION UPLIFT: SS PSF
t?71SIEACED RCO UAEtH"ORSUM
CANIMCA►SOREVT "'•°E" '"AM TR+Mtc
Tile mount not used
t•tODtWLORSCRLW -'
ATEA PAFTEA
rA4 wM#"prOCRAFMM
r0rWW8AR9I'0CRAFnM
n rxXW$W.&MIRESPWXR
1-•O INLCR ac"
AT EACH •PACER •LOCK
STAS•IN STEEL RAT.
�. WAMCKU)CKWASHM
AND N T
Il o r to e e REVISIONS oRi••wo •soSaLw y
TM 11M•►wlrn►T/►xxx• REV GATE by o[sclwcga OAtE tc�oo»
Rase" w►1M ►►M/• OPAMM •M
x"xP�s wT►►twdlM TM.M AWE' KUL
14nGUM NwpwdT 0-Lv no
M•x»►xrx•YY••tLnIM
O•rx4 EL 235M �•�• � �a w ENe S-102
•il4Slitoo
•
rxwlex ••••••
•mow • • •
N Nx/mTQoI •
M NMI- • •
INSTALLATION DETAILS - FLAT WOOD FRAME ROOF
Mr-ISFINISHED
HEX NUT
1'x 1'X IW
ALUMINUM
SQUARE TUBE
1" X1" X 1/8' SQUARE ALUMINUM TUBING (2 FOR STANDARD
MOUNTING TO SIM, 3 CITY FOR HVHZ WIND ZONES
MAXIMUM LENGTH OF TUBING TO 2'4' FOR A 30 DEGREE ANGLE
AND HORIZONTALLY MOUNTED COLLECTOR IN HVHZ ZONES
TYPICAL INSTALLATION DETAIL
(FLAT WOOD FRAME ROOF)
LAG BOLTS I ISSMIM INTO THE CENTER OF A RAFTER OR TRUSS
MAY BE USED IN LIEU OF 1/2" ALL THREAD ROD AND SPANNERS WITH
BLOCKS SEE LAG BOLT MOUNTING DETAIL. PITCH POCKET MOTH SPACER
BLOCKS MUST BE USED iN THE SAME WAY AS WITii THE ALL THREAD
ROD. 316" DIA X 3" MINIMUM EMBEDMENT LAG BOLTS MUST BE USED.
HINGE MOUNT
CLIP y8 :18 FINISHED
HEX NUT
iW-W X 112' HEX
CAP SCREW
TRIANGULAR
MOUNTING
BRACKET
31S%IS X 4" HEX
CAP SCREW
3W-18 X 14W HEX
CAP SCREW
TRIANGULAR MOUNTING
BRACKET
CONNECTION DETAIL
MANUFACTURERS HARDWARE FOR TILTED
MOUNT ON FLAT ROOFS. USE PITCH PAN
HINGE MOUNT
CLIP
1W4DX 1/r HEX
CAP SCREW
3IS'-18 X 4' HEX
CAP SCREW
SPACER BLOCK
AS REQUIRED
PITCH POCKET
(PAN)
CONNECTION DETAIL
FOR MOUNT ON FLAT ROOFS
USE PITCH PAN
Ire THREADED ROO RUBBERURETHANE �T
OR HEX CAP SCREW' I
(STAINLESS STEEL) —�
ROOF
STRUCTURE
BLOCK
1-10D NAIL OR SCREW
AT EACH RAFTER
rx 4- SPANNER (18" OC RAFTERS)
2-x 0' SPANNER (W OC RAFTERS)
rx 2*c 3MV STEEL ANGLE SPANNER
TRIANGULAR MOUNTING
BRACKET
SPACER
(AS REQUIRED)
BLOCK
1- W NAiL OR SCREW
AT EACH SPACER BLOCK
STAINLESS STEEL FLAT -
WASHER. LOCK WASHER
AND NUT
i•••
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 0 • •
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 1-2/2" or more apart, it will be • • • •
necessary to have at least one spacer block or rafter between bolts • • • • • •
S Sealants are required between mounting block and shingles/sheathing. Bolt Holes shall be sealed to prevent moisture penetratlQrr,
6 Steel Angle Spanner (2"x2"x3/16") may be substituted for wood spanner. •
*Hex Cap Screw length varies with roof construction and spanner design. "
•• •
GENERAL NOTES
1 The Solar Collector installation as detailed in these drawings is for the Installation of Alternate Energy Technlologies
AE-Serles Collectors on structures subjected to a maximum uplift pressure of Slpsf for a 4 point mounting and standard mounting
hardware and up to 68 psf for horizontal mounting with 6 mounting point and We 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 (TAS 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
IW THREADED ROD
OR HEX CAP SCREW TRIANGULAR80LDER 'COOLIE' (STAINLESS STEEL) MOUNTiNG
CAP LBRACKET
COPPER P PAN c PITCH
FLASHING
SUILTJJP SPACER
FEEDIRETURN ROOFING AS REQUIRED
PLUMBING APPLY
SEALANT
RAFTER
ROOF FLASHING DETAIL MEMBER
APPLY ROOFING SEALANT TO THE UNDERSIDE OF
THE FLASHING BASE PRIOR TO INSTALLATION
PITCH PAN DETAIL
REVISIONS
Vff0ft"TW N
t
N O T I C d a
TM O"Oft&w men pm"
The LAverEdge Certificate of AutINXIzatio:
3193D
DESKIN WIND PRES9URE
MAXIMUM UPLIFT PRESSURE
0t6V CA76 By 0!lGR�►TIOM
p1T6: SaLfsT
rr.
hW00 "•'w.=*A M
1423GunnHighway
w "*�
P"W ri a nu 1 •wr6•r Tr •«
«e•N �.aMiMl. Y•PIM M
Odessa, FT_ 33556SMUT
61 PSF WiTH 4 POINT MING OUNTAND STANDARD HARDWARE
ko
1423 0Yn HVWM
'"��' «
813.490-3400 State License r:
88 PSF WiTH 8 POINT MOUNTING AND HVHZ HARDWARE
S-103
oe w FL 5568
be" �
aa�4araloo74730
S-103
INSTALLATION DETAILS - HIGH VELOCITY WIND ZONES (HVH4
(DADE 3 BROWARD COUNTIES, WIND PRESSURES 51 TO 68 P'SF)
Use these dimentions for mount attachments between roof and collector
Use High wind or commonly referred to as Hurricane mounts on this job
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. AEr10
SOLAR COLLECTOR IN HIGH -VELOCITY WIND ZONE AREAS.
THESE FIGURES SHOW THE HARDWARE PROVIDED BY THE MANUFACTURER THAT WAS
UNDERGONE TESTING AND SHALL BE USED TO ATTACH THE SOLAR COLLECTORS TO
THE STRUCTURE PROPERLY. NO SUBSTITUTIONS SHALL BE PERMITTED.
THE COLLECTOR ATTACHMENT SHALL BE AS INDICATED IN THE MANUFACTURERS
INSTALLATION INSTRUC711ONS 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 UMITED TO THE
INSTALLATION METHODS DESCRIBED IN SHEET AE-8 OF THIS DRAWING SET.
INSTALLATIONS MAY REQUIRE ADDITIONAL ROOF BRACING. THE CONTRACTOR SHOULD
CONSULT A STRUCTURAL ENGINEER FOR SPECIFIC BRACING REQUREMENTS. THE
INSTALUNG CONTRACTOR SHOULD FOLLOW ACCEPTABLE CARPENTRY I ROOFING
PRACTICES WHENEVER ADDITIONAL BRACING IS ADDED.
THIS INSTALLATION METHOD IS UMITED TO LOW-RISE, RISK CATEGORY 11 ENCLOSED
BUILDINGS. EXPOSURE CATEGORY C OR D WITH MEAN ROOF FREIGHTS OF 30 FEET
OR LESS AND ROOF PITCH ANGLES 46 DEGREES OR LESS AS LONG AS THE PRESSURES
ARE 68 PSF OR LESS.
FIGURE 1. COLLECTOR ATTACHMENT
(SECTION VIEW AA)
HKHOE
MOUNT
CUP r
TRIANO" `' ._ 1N' 20 )(11r a
MOUNTNO HEXCAPSCREW
BRACKET
31r.1exs•as
HEX CAP »CREW
THM AE XM ARE TO BE INSTALLED AT EACH CONNECTION POINT
VM THE TRNNOULAR BRACKET AS SHOWN N THIS DETAIL
FIGURE L ATTACHMENT HARDWARE
HINGE MOI
CUP
ur-M x 1? HEX
/j CAPSCREW
HER NUT 0 \P
3V.IGXCHEX
cAPscREw
TRIANCil111R MDUNTSKi
BRACKET
THREE AECUPW ARE TO BE REOURED TO ATTACH THE COLLECTORS TO THE BTALIMURE
PROPERLY WHEN USINO THE ANGLE BRACKET. NO SUOSTTM10NS ARE ALLOWED.
woTIeeTu REVISIONS 0p"TM
T"- , mdkl .eq s"O Aiv OATH I ar I Ol9F 1Aumt7
Mn •1rr� rr er a••ww O•Aw1 sr.
pn/wT/dTMLMdtdp TMW* •CJLLIt wTj.
tdn own I up Noy dew "WrMh.rlpwlM
omra,FL 33M ,womdepomaf9Wtf«TwK; S-104
8134036100 nwr«.nw.
S �/ w SUPPLIER:
/' J `v The Gunn dge
Highway
,,FSEC-
1423 Gunn Highway
Odessa, FL 33558 USA
www.theleveredge.com
CERTIFIED SOLAR THERMAL SYSTEM
CERTIFIED SOLAR THERMAL SYSTEM
OPV-80-40
SrCTHMODEL: SUPPLIER:
MODEL:
OPV-66-32
ERMAL SYSTEM
Pumped, Direct
. The UwarEdge
THERMAL SYSTEM
PumpeA Direct
TYPE
1423 Gunn Highway
TYPE:
1
1
Odessa,
CERTIFICATION N:
300506
www.theleveredge.com
CERTIFICATION M:
300509
Original
September 22, 2014
Original
September 22, 2014
Certification:
Certification:
Expiration Date:
September 22, 2034
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 are:
FEF North
(FEFN)
FEF Central
(FEFc)
FEF South
(FEF,)
3.20
3.50
1 3.50
Option
Collector Panel
Manufecitaer
C01119CIOr Parisi
Certlflcetlon Number
Collector Panel
Model Number
Trial Penal area
Total Panel area
1
Alternate Energy
00090N
AE30
1
3.70 (m2)
39.79 (ft�
Technologies
2
Alternate Energy
00215N
MSC-40
1
3.76 (m2)
40.52 (its)
Technologies
3
Alternate Energy
00081 N
AE-21
2
3.86 (mg
41.54 (it)
Technologies
4
Alternate Energy
00213N
MSC-21
2
4.00 (m2)
43 (ft-)
Technologies
Equivalent Tank may be
Tank Maradacdrsr
Model
Oapadty
Type
sube toed
Rheem
I 81VRBOU
1303 liter
Solar
I YES
Purnp Menuiachasr
Model Number
Power Draw
Tyree
Ivan Labs
SID 10PV SS
low
Centrifugal
March
809-BR-12124
48 W
Centrifugal
Ivan Labs
El Sid 10PV
10 W
Centrifugal
Laing
DC-201 wAM
3 W
Centrifugal
conbDler Manufacturer
Model Number
Type
Solartech
SPM010P
PV
BP
SX-310J
PV
AEE
AE-10ST
PV
Freeze Protection 1: Freeze valve
Freeze Protection 2: Recirculation
This FSEC
A
Technical Director
Print Date: April, 2017
® 2014 University of Central Florida.
FSEC/UCF ♦ 1679 Cleariake Road ♦ Cocoa, Florida 32922 ♦ (321) 638-1426 ♦ Fax (321) 638-1010 ♦ www.fsec.ucf.edu
Page 1 of 2
Z-101
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 are:
FEF North
FEF Central
FEF South • •
(FEFN)
(FEFc)
(FEFN • • •
2.40
2.60
2.60
Controller Manufacturer
Model Number
Type
Solartech
SPMOtOP
PV
BP
SX-310J
PV
AEE
AE-10ST
PV
Freeze Protection 1: Freeze valve
Freeze Protection 2: Recirculation
REMARKS:
Tebhnical Director
Print Date: April, 2017
m 2014 University of Central Florida.
FSEC/UCF ♦ 1679 Cleadake Road ♦ Cocoa, Florida 32922 ♦ (321) 638-14261 Fax (321) 638-1010 * www.fsec.ucf.edu
Page 1 of 2
••••
• •
••••
••••••
•
••••
•
••••
••••••
•
• •
••••
• •
• •
•
•• •
•••••
• • •
•
••
•
• •
••••••
• ••
• •
• • •
CERTIFIED SOLAR THERMAL SYSTEM
CERTIFIED SOLAR THERMAL SYSTEM
SUPPLIER: MODEL: OPV-120-64 FSEC
SUPPLIERMODEL: OPV-120-80
F SEC
The LeverEdge THERMAL SYSTEM Pumped, Direct The dgp
1423 Gunn Highway THERMAL SYSTEM Pumped, Direct
Odessa, FL 33556 USA TYPE. 1423 Gunn Highway
www.thelevered e.00m CERTIFICATION #: 300507 Odessa, FL 33556 USA TYPE.
9 CERTIFICATION #: 300508
Original September 22, 2014 www.theleveredge.00m
Certification: Original September 22, 2014
Certification:
Expiration Date: September 22, 2034
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 10 This system was evaluated b the Florida Solar EnergyCenter FSEC in accordance with the Florida Standards Program for Solar Domestic Water and Pool
this page not used on this job
The calculated Florida Energy Factors •
FEF North FEF South • • • • • • • • • • • • • •
FEF• • •
( x) (FEF,)• • • • • • •
6.30 7.20 • •
•
ease** • • •
Collector Panel • • • • • • • a • •
� Manufecb�rer area Total Panel arse • • •
e 0000
1 AltemateEner •••a• •• • •a�a••
Technologies 79.68 (�
Alternate En er a • • • • • • • •
2 Technologies 81.04 (ft)s • • • • • • • •
Alternate Energ•
3 i 83.OSft• • • • a•aaaa
Technologies (� • • • • • •
Alternate Energ e • • • • • •
4 Technologies 86.01 (ftj • • a • • • • •
Tank Manuf eturar #81VR
Equivalent Tankaubstltued
m
Rhee
YES
PurnP Misr
Ivan Labs
gal
March Ugal
Ivan Labe
gal
Laing 9al
CattraMer Manufacturer
Solartech
Solartech SPM010P PV
BP SX-310J PV
BP SX310J PV
AEE AE-10ST PV AEE AE-10ST PV
Freeze Protection 1: Freeze valve
Freeze Protection 1: Freeze valve
Freeze Protection 2: Recirculation
Freeze Protection 2: Recirculation
REMARKS: t REMARKS:
Technical Director Print Date: April, 2017
® 2014 University of Central Florida.
FSEC/UCF ♦ 1679 Cleariake Road ♦ Cocoa, Florida 32922 ♦ (321) 638-1426 ♦ Fax (321) 638-1010 ♦ www.fsec.ucf.edu
Page 1 of 2
Technical Director Print Date: April, 2017
® 2014 University of Central Florida.
FSEC/UCF ♦ 1679 Cleartake Road Cocoa, Florida 32922 ♦ (321) 638-1426 Fax (321) 638-1010 www.fsec.ucf.edu
Page 1 of 2
Z-102
ALTERNATE ENERGY TECHNOLOGIES, LLC
Mar 3, 2017
MEMORANDUM
RE: Wind Load Evaluation
'To whom it may concern,
A representative model (AE-40) of.the,solar collectorsmanufaciured by Alternate Energy Technologies, LLC
,(previously known as American Energy Technologies) was tested by the Miami Testing laboratory in acoordan'ce
with ASTM E-330 and the general requirements of the South Florida Building Code. The test did not constitute
certification of theproduct, but only thatthe test results were obtained using the designated test methods.
Testing was non-destructive in nature and Intended to provide loadvaluesfor use.in subsequent wind load
calculations. Results of the test are as follows:
File No. 954249'
Wind Load Test (ASTM E-330)
Load
Deflection
'&9.
-25
1.33
-51
2.29
.68
,2.79
402
-3.72
These load values, when applied in wind load calculations, allow for load oonditions up to 68 psf at'a factor of
safety of:1.5 and load conditions up to.51 psf at a factor of safety of 2.0.
ALYERNAMFEN&MY YECNNOLoax%"C "
tyl5. rwi!►f Cars C! Qroa+i Cpw . FL =t "" &W-817j400Q • m+w. rxcm1
Z-103
sees..
sees
sees..
sees..
sees
sees
sees
•
sees
sees
,sees.
sees.*
sees..
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see.••
..sees
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.
P504.1 for antisiphon is met by use of a small hole in the cold water inlet pipe as listed in
code.
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 60% for 2 mounts
= 681 lbs, per bolt
lag withdrawal:
Refer to the Nationale 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 3" embedment (352 Ibsen) x
3 inches =1056 lbs. 681 lbs x 1.5 safety factor =1022 lbs < 1062 lbs, GOOD
B. SHEAR
Assume the side wall area on the 10 ft side for affected area for lateral loading
(worst case)
Area =(121.187"x 3.137")/144=2.64sgft
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 MO/U�NTING
er a F
rtaoF+Nc
6j
SEALANT SNINGLES
t. t
PLYWOOD MpFl„p
DECIONG FELT
LAG
BOLT
rxr
TRUSS
LAG BOLTS ARE TO BE 3/8" DIAMETER AND MUST PENETRATE
THE RAFTER MEMBER A MINIMUM OF 3".
PILOT HOLES SHOULD BE DRILLED INTO THE CENTERLINE OF
THE RAFTER AND SHOULD BE BETWEEN 50-76% OF THE BOLT
DIAMETER.
poneec REVISIONS C* �owu2mN
TIA>wft No um H,.UMw qHV OATH �V OfiCRf110N M%vCAM I,QfgOtT
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new water heater inside
garage in same location as
i old electric water heater,
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CERTIFICATE OF
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31930
ENGINEER OF RECORD
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FL LICENSE NO. 74730
NOT I C E 8: REVISIONS DRAINING WOR►+ATM
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1423 Gunn Highway ,,o,,,.,,laYlaLEorBNCN
FL 33138-2103 SNEET NO.
Odessa, FL335W notP.Nl�d. Z-105
813403-5100
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