HomeMy WebLinkAboutAPPROVED BY GREG SMYTH, 2021 Pool Prints (1)9
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Solar Hydronics Corp.
nuvis
PENTAIR
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SOLAFF PUC3L
HERTBRS
HAYWA R D
POOL PRODUCTS
01
SCOPE OF WORK: Solar Pool Panel Improvement/Retrofit; using Solar Hydronics manufactured pool panels
under the following trade names: Hi-Tec, iSwim, Nuvis, and SwimMaster.
The scope of work is to verify that the solar pool heating system(s) specified in this document, meets the requirements
set forth in the Florida Building Code 7th Ed. (2020) Residential as well as FSEC 104-10 plus any other local AHJ require-
ments.
o Climatic Solar is the only authorized contractor permitted to use this plan set. Unauthorized use
is prohibited. This Digital PDF plan set has been electronically signed by John Alger, P.E. on
the date shown. This cover page seals all subsequent pages. As such, printed copies are not
considered signed and sealed. This plan set is good thru 12/31/2023 or until the next code
change
EQUIPMENT USED IN THIS APPLICATION MAY INCLUDE:
Pool panels: iSwim, Hi-Tec, SwimMaster Plus, Nuvis. All polymer in 4x8, 4x10, and 4x12 sizes to fit any roof
Controls by: Hawyard (goldline GL-235) or Pentair (Solar Control System) or manual
Pumps: May use existing pool circulating pump or substitute a Pentair Intelliflow 2 or a SuperFlow VS
Attachments by: Solar Hydronics. Strapping to be nylon or metal. Strap clips and header clamps are
proprietary from Solar Hydronics
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 2020 FBC Table R301.2(2) Roof Pressures
00/00
1
P-101
Plumbing
System schematics
00/00
1
S-101
Strapping locations
Strapping for standard and for HVHZ locations, attachment
00/00
2
Z-101
Cut sheets
Solar Hydronics products (Nuvis)
00/00
2
Z-102
FSEC
Certifications table for Solar Hydronics products
00/00
2
APPLICABLE CODES, STANDARDS and CERTIFICATIONS
2020 (7th edition) Florida Building Code Residential, specifically chapter 23, Solar thermal energy systems
ASCE 7-16 Minimum Design Loads for Buildings and Other Structures
NSA/ANS150 - Equipment for Swimming Pools, Spas, Hot Tubs, and other Recreational Water Facilities
Florida Statute Section 377.705 requiring FSEC or approved certifications
FSEC 104-10 "Florida Standards for Design and Installation of Solar Thermal Systems"
Uniform Swimming Pool, Spa, and Hot Tub Code (USPC)
NOTES
1. Wind load calculations based on 2020 FBC Table R 301.2(2) Components & Cladding simplified
method.
2. Wind force estimates are collector area dependent.The table provided on p2 was developed
using the smaller area of the 4x8 pool panel 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 2020 FBC 7th Ed Residential and
referencing equations set forth in 2017 FBC Table R 301.2(2) and testing of the solar collector in
accordance with FSEC Standard 102-10. Jan 2010 "Minimum Standards for Certifying Solar Thermal
Collectors"
4. The Solar Pool Panels installed per these drawings are for the Solar Hydronics products under the
brand names of Hi-Tec, iSwim, Nuvis, and SwimMaster.
ENGINEER:
JOHN ALGER
4105 SAINT JOHN'S PARKWAY
SANFORD, FL 32771
PROVIDER:
THE LEVEREDGE
1423 Gunn Highway
Odessa, FL 33556
813-403-5100
Certificate of
Authorization #: 31930
PH 800-929-3919 X1411
jalger@theleveredge.com
State License # 74730
DRAWN BY:
JOHN ALGER, PE
DATE: 01 /24/17 3:46 PM
2-LDR-PP
Rev. 1.5.21
HOW TO USE TABLES & FIGURES Page A-102:
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 or on the line from ATC wind speed.
3. Note the 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. Multiply values by the appropriate adjustment factor for exposure and mean roof height
7. Select a bolt length and strapping combination that has a psf rating above the psf estimate of the roof zone for the wind speed, elevation,
exposure, and roof pitch
This digital PDF plan set has been electronically signed by John Alger, P.E. on
the date shown using Identrust. Printed copies are not considered signed and
sealed and all SHA-1 authentication code must be verified on any electronic ....................................
copy. The sealed page seals all subsequent pages of the plan set.
5. Pool panels must be installed with Solar Hydronics Mounting Hardware with bolts for
Universal Strap Anchors lagged into rafters to achieve the wind load ratings listed.
6. Wet collector load is under 1 psf total for all models.
7. Solar Hydronics Pool collectors are designed to be installed laying on a pitched roof
using a combination of header clamps and strapping. With the strapping, the panel is
allowed to move with wind load thus eliminating the need to consider it as part of the
building envelope.
8. In all cases, the installation contractor must comply with any local AHJ requirements.
......................................
Digitally signed
by John L Alger
DN: c=US,
o=Unaffiliated,
ou=A01427D00
000166EF1 A9D
D100009E68,
cn=John L Alger
Date: 2021.01.14
14:49:29-05'00'
......................................
A
B
C
E
F
ENGINEER:
JOHN ALGER
4105 SAINTJOHN'S PARKWAY
SANFORD, FL 32771
Table R301.2(2) interpolated to effective area of 31sq ft module or collector
Component and Cladding loads for a building with a Mean Roof height of 30ft
located in exposure B ( ASD) (psf) and for Gable Roofs
all number are PSF
Gable
Roof Pitch
Roof
Zone
130
140
150
160
170
175
down
up
down
up
down
up
down
up
down
up
down up
1,11
10
-21.4
10
-29.7
10
-34.2
10
-38.9
11.9
-43.9
12.6
-46.6
0 to 7
2
10
-31
10
-39.4
10
-45.3
10
-51.5
11.9
-58.1
12.6
-61.6
degrees
3
10
-43.5
10
-50.5
10
-57.9
10
-65.9
11.9
-74.5
12.6
-79
1,2e
11.6
-33.3
13.5
-38.6
15.5
-44.3
15.5
-50.3
20
-56.9
21.2
-60.4
7 to 20
2n,2r,3e
11.6
-41.5
13.5
-48.9
15.5
-56.1
15.5
-63.8
20
-72.1
21.2
-76.5
degrees
3r
11.6
-49.7
13.5
-57.7
15.5
-66.2
15.5
-75.3
20
-85
21.2
-90.2
1,2e
11.6
-25.9
13.5
-30
15.5
-34.4
15.5
-39.1
20
-44.2
21.2
-46.9
20 to 27
2n,2r,3e
11.6
-36.1
13.5
-41.81
15.5
-48.1
15.5
-54.7
20
-61.7
21.2
-65.5
degrees
3r
11.6
-41.1
13.5
-47.6
15.5
-54.7
15.5
-62.3
20
-70.2
21.2
-74.5
1,2e,2r
14.7
-25.8
17.1
-29.9
19.7
-34.3
19.7
-39
25.3
-44
26.8
-46.7
Edegree
2n,3r
14.7
-29.9
17.1
-34.7
19.7
-39.9
19.7
-45.4
25.3
-51.2
26.8
-54.4
3e
14.7
-36.6
17.1
-42.5
19.7
-48.7
19.7
-55.4
25.3
-62.5
26.8
-66.3
Table R301.2(2) interpolated to effective area of31sq ft module or collector
Component and Cladding loads for a building with a Mean Roof height of 30ft
located in exposure B ( ASD) (psf) and for Hip Roofs
all number are PSF
Hip
Roof Pitch
Roof
Zone
130
140
1 150
160
170
175
down
up
down
up
down
up
down
up
down
up
down up
1
11.6
-30.4
13.5
-35.2
15.5
-40.5
17.7
-46
20
-51.9
21.2
-55.1
7 to 20
211
11.6
-35.7
13.5
-41.5
15.5
-47.7
17.7
-54.1
20
-61.2
21.2
-64.9
degrees
2e,3
11.6
-38.5
13.5
-44.6
15.5
-51.2
17.7
-58.3
20
-65.8
21.2
-69.8
20 to 27
1
11.6
-22.9
13.5
-25
15.5
-28.6
17.7
-32.6
20
-36.8
21.2
-39.1
degrees
2e,2r,3
11.6
-29.9
13.5
-34.7
15.5
-39.9
17.7
-45.4
20
-51.2
21.2
-54.4
1
11.3
-22.9
13.2
-26.6
15
-34.5
17
-34.7
19.3
-39.2
20.5
-41.6
2e
11.3
-24.1
13.2
-27.9
15
-32.1
17
-36.5
19.3
-41.3
20.5
-43.8
27 to 45
2r
11.3
-32.51
13.2
-37.8
15
-43.3
17
-49.41
19.3
-55.7
20.5
-59.1
degrees
3
11.3
-311
13.2
-35.9
15
-41.2
17
-46.81
19.3
-53
20.5
-56.2
Table R301.2(3)
Height and Exposure Adjustment coefficients for Tables R301.2(2)
Mean Roof Height
(ft)
EXPOSURE CATEGORY
B
C
D
15
0.82
1.21
1.47
20
0.89
1.29
1.55
25
0.94
1.35
1.61
30
1
1.4
1.66
Multiply values in Tables R301.s(2) by the appropriate adjustment factor to obtain the correct
wind pressures for the relevant roof zones.
Strapping/bolt table to size for PSF pressures
Assuming 1 /4 x 4" SS lag bolt or equivalent with 3-1 /2"
embedment into Southern Yellow Pine with SG=.5.
Bolt length Strapping Max pressure
4"(3-1/2"thread) 3 straps up to 43psf
4"(3-1/2"thread) 4 straps 44 to 65psf
PSF values calculated using withdrawal figures from the Amer-
ican Wood Council with a Safety Factor of 1.6. Strapping is
rated to 2000 Ibs tensile and calculates to a pressure limit of 69
psf with standard strapping and 104 psf with HVHZ strapping
using a 1.6 factor.The lag is the limiting factor in the mounting
system.
Pressures above 65 psf require 5 straps. Consult LE Engineering for specifics
mp sw. r «s AV
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Fof 31: 1 fom = 3" 4; Itiar, 4 ftm a 0.6175 and
P994r a. 6f-y Inak1 Ea,ao.
PH 800-929-3919 X1411
jalger@theleveredge.com
State License # 74730
PROVIDER:
THE LEVEREDGE
1423 Gunn Highway
Odessa, FL 33556
813-403-5100
Certificate of
Authorization #: 31930
o.eti
1 1 t 1 0LCVAT?N%
1 1 LI
t 1 Qa4 1.
1 r _ _ _ a 1
PLAN
Gahm- ma PEM pmaie 6 S 7°
FrOUFtE 13301,2M
OOMF 014--ur AND CLADDING ME'SSURIE ZONES
DRAWN BY:
JOHN ALGER, PE
DATE: 01/24/17 3:46 PM
2-LDR-PP
Rev. 1.5.21
Reprinted from the 2020 Florida Building Code 7th Ed Residential
This page is part of a digitally signed
PDF and is sealed by the Cover Page.
The set was sealed by John Alger, P.E.
on the date and/or time stamp shown
using Identrust signature. Printed copies
are not considered signed and sealed.
A-102
HE
TO POOL
FROM POOL
1 -OPTIONAL VACUUM BREAKER LOCATION
* - OPTIONAL COMPONENTS TO CONVERT FROM MANUAL TO AUTOMATIC OPERATION
NOTES:
1 Systems shall comply with all applicable codes and regulations in force at the installation site. Electrical equipment and
systems shall comply with NFPA 0 or CSA C22.1 as applicable.
2 Products and materials used within systems shall be listed by a third -party certification agency as complying with the
referenced standards.
3 Systems shall not diminish the operation or ability of a pool or spa to function safely, as defined by applicable codes and
regulation in force at the installation site and the pool or spa manufacturer's requirements.
4 Systems shall not reduce the flowrate within a pool or spa's recirculation system during any operational condition, to a
level below the turnover rate required by the Authority having jurisdiction.
5 Means shall be provided to prevent the backflow of nonpotable fluids, solids, or gases into the potable water system
through cross -connections or any other piping connections to the system in accordance with local codes. Where no local
codes exist, backflow protection shall be provided in accordance with the International Plumbing Code or the
International Residential Code, as applicable.
6 Components and materials that are exposed to ultraviolet radiation, shall not be adversely by this radiation during the
design life. Components used outdoors shall be listed for use in outdoor locations.
7 System components and materials that are exposed to airborne polutants such as Ozone, Salt Spray, S02, or NOx, shall
not be adversely affected by these pollutants to the extent that their function will be impaired beyond design
specifications during their design life.
8 Assemblies of different materials shall be chemically and mechanically compatible for their intended use and
environment.
9 Materials that come into contact with the pool user shall be finished, so that they do not constitute a cutting, pinching,
puncturing or abrasion hazard under casual contact or intended use.
10 Isolation valves shall be provided with access and installed to allow systems to be isolated from the pool or spa or other
systems.
11 Collector headers and footers are to be sloped to drain. Risers shall be sloped a minimum of 1 /4" per ft. towards the feed
line.
12 Components used shall be OEM (original equipment manufactuurer) in order to meet wind load forces and to comply with
published warranty requirements for coverage.
13 Only the top header to be secured to the roof at a center to center no less than 24" Bottom header is not secured to
allow for thermal expansion.
NOTICE 1k REVISIONS
m. ,*W4k*d_M_-d The Lever -Edge
FEFY [7wlt- esY []FliGHIF"11OV1
hmwW*n th.eAcim . 1423 Gunn Highway Certificate of Authorization #:
prnp"vfMw Lw Edq. Thai
1423 Gunn F Irglmx y c#1MW EWtWM s. wtlhout t" Odessa, FL 33556 1$ (i
Odessa, rL. 335i6 Cor.M'eofih.tE_SHC.,
not M.r. atad 813t-�03-5100
fl 13d03�51&14
ARAWNG INFORMATfCR
GATE:
1/5/2021
`�_ftkc
I H T u
:.i11LL r M4:
P-101
This page is part of a PDF
electronically sealed by John
Alger, P.E. and is sealed by the
cover page.
Printed copies are not
considered signed and sealed
P-101
T
T
TYPICAL UNIVERSAL STRAP .ANCHOR ATTACHMENT
rr ti
112" minimum edge
distance each side
STANDARD
HIGH VELOCITY HURRICANE ZONE
NOTICE Ilk REVISIONS
tr,.irw�ye,Twu.1The LeverEd e
HFV 0A]F: we I]F'':z{IF'Ilti iN
nmWkIIIIAM..w.EMlE*. 1423 Gunn Highway Certificate of Authorization #, -
w
1423GvinIl'ghmhy wdlMwew. Odessa, FL33556 31930
Gdcss , rL 3356® WPsf11'�RfdoLEOPWor—
St 3 ILi 5335 is •°' ••=1tkNL 8133-403-6100
D RAW. Fb+3 INFORMATION
DATE:
1I5/2021
—
E
NTS
"LLo WJ:
S-101
duct x 4" SS lag
sc,rew or equivalent
X, HEADER CLAMP
,-MIN Sis"x 2,SMS OR LAG
zeAPPRMD SEALANT
RDOF C04ERIK
UNIVERSAL HEADER CLAMP
BOLT MAY BE LAGGED INTO
ROOF DECKING ONLY
F
his page is part of a PDF
electronically sealed by John
Alger, P.E. and is sealed by the
cover page.
Printed copies are not
considered signed and sealed
L A —
S-101
1 1 2 1 3 1 4 1 5 1 6 1 7 1
A
B
C
D
METAL ROOF MOUNT SOLAR POOL HEATER SYSTEM INSTALLATION NOTES:
THE DETAILS SPECIFIED ON THIS PLAN ARE CONSIDERED TO MEET OR EXCEED THE MINIMUM REQUIREMENTS AS NEEDED BY THE AUTHORITY
HAVING JURISDICTION (AHJ) AND INSTALLERS.
THIS INSTALLATION SHALL DEPEND UPON THE METAL ROOF PRODUCT TO WHICH THE POOL PANELS ARE TO BE ATTACHED. THE DETAILS
PROVIDED WITHIN UTILIZE THE S-5-U, UNIVERSAL MOUNTING CLAMP MANUFACTURED BY METAL ROOF INNOVATIONS, LTD. THE METAL
ROOF PROFILE MAY REQUIRE A DIFFERENT CLAMP SELECTION. THE CONTRACTOR SHALL VERIFY THE CLAMP SELECTION IS COMPATIBLE WITH
THE ACTUAL ROOF PROFILE. CONTRACTOR IS TO REFERENCE THE MANUFACTURERS INSTALLATION INSTRUCTION FOR PROPER ATTACHMENT
OF THE CLAMP HARDWARE.
THIS INSTALLATION UTILIZES THE SOLARMOUNT LIGHT RAIL MANUFACTURED BY UNIRAC TO SPAN BETWEEN METAL ROOFING SEAMS. THE
RAIL SHALL BE SECURED PERPENDICULAR TO THE METAL ROOF SEAMS WITH 3/8"-16 x 3/4" HEX HEAD SCREWS (DETAIL "B"). UNIRAC SPLICE
BLOCKS (DETAIL "D") ARE TO BE USED WHERE LONG SPAN LENGTHS ARE REQUIRED.
HOLD DOWN STRAPS SHALL BE INSTALLED PARALLEL WITH THE SOLARMOUNT RAILS USING UNIVERSAL STRAP ANCHORS WITH 1/4"-14 x 1
INCH STAINLESS STEEL HEX HEAD SELF -DRILLING SCREWS FOR ALUMINUM (DETAIL "C"). ANCHORS TO BE SPACED AT NOT GREATER THAN
4-FT CENTER -TO -CENTER. COLLECTOR HEADERS SHALL BE CLAMPED AT TWO PLACES USING OEM MATERIALS SHOWN IN DETAIL "A". BOTTOM
HEADER SHALL NOT BE CLAMPED. UNIVERSAL MOUNTS (HEADER CLAMPS) SHALL BE FASTENED TO THE S-5-U CLAMPS MANUFACTURER
SUPPLIED HEX FLANGE SCREWS (DETAIL "A").
THE SOLAR POOL HEATING ARRAY SHALL BE COMPRISED OF SRCC APPROVED COLLECTORS. COLLECTOR CERTIFICATIONS SHOULD BE VERIFIED
ONLINE AT: HTTPS:HSECURE.SOLAR-RATING.ORG/CERTIFICATION/RATINGS/RATINGSSUMMARYPAGE.ASPX
SOLAR COLLECTOR PLAN (6 PANEL BANK, 10' LONG)
STRAPPING DISTANCES
PANELLENGTH
A
B
C
D
8'-0"
10'-0"-0"
12'-0"
1'-0"
T-8"
T-8"
T-8"
UNIRAC
SOLARMOUNT
LIGHT RAIL
UNIRAC SPLICE
BLOCK
SPLICE BLOCK
FASTENING
HARDWARE UNIRAC
SOLARMOUNT
LIGHT RAIL
DETAIL "D"
(2x) S-5 HEX FLANGE SCREWS
UNIVERSAL
MOUNT
(2x) S-5-U CLAMPS
\ (4x) S-5 SET SCREWS
DETAIL "A"
UNIRAC J
�`
SOLARMOUNT
3/8"-16 x 3/4"
LIGHT RAIL
HEX HEAD SCREW
S-5-U CLAMP
(2x) S-5 SET SCREWS
STANDING SEAM
METAL ROOF
ROOF DECKING
ROOF RAFTER
DETAIL "B"
POLYESTER STRAP UNIVERSAL STRAP
;��� ANCHOR CAP AND
RETENTION RING
POOL PANEL
SECTION 1/4"-14 x 1" SS
SELF -DRILLING SCREW
UNIVERSAL STRAP
ANCHOR BASE
DETAIL "C"
This page is part of a PDF electronically sealed by John Alger, P.E. and is sealed
by the cover page. Printed copies are not considered signed and sealed.
The LeverEdge
1423 Gunn Highway
Odessa, FL 33556
PH: 813-403-5100
Notice:
This drawing is the property of The
LeverEdge (LE) or Solar Hydronics
Corporation (SHC). The use, re -use or
reproduction of this drawing for any
purpose whatsoever without an
expressed written agreement between
LE/SHC and the user is prohibited.
Rights to use the information on this
sheet are non -transferable to other
parties without the prior expressed
written consent of LE/SHC.
Owner
Project
Seal
(1) DRAWINGS, CALCULATIONS
AND ASSOCIATED TABLES
DEVELOPED REQUIRE A P.E. SEAL
AND SIGNATURE.
(2) SUPPORT DOCUMENTS, CUT
SHEETS, TABLES AND REPRINTS
FROM PUBLICATIONS SUCH AS
ASCE 7-10 DO NOT REQUIRE A P.E.
SEAL AND SIGNATURE.
Revisions
Date Description
Drawing Title
Issue Date: 1/5/2021
Project Number:
Project Manager:
Production Leader:
Peer Reviewer:
Scale: AS NOTED
Drawing Number
1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 100% COMPLETION