RC-12-439Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number INSP- 171080 Permit Number: RC- 3- 12-439
Scheduled Inspection Date: June 06, 2012
Inspector. Bruhn, Norman
Owner: HOWARD, DAVID
Job Address: 55 NE 97 Street
Miami Shores, FL 33138-
Project <NONE>
Contractor: PRESTIGE SOLAR
Permit Type: Residential Construction
Inspection Type: Final
Work Classification: Solar
Phone Number (305)968 -2445
Parcel Number 1132060130990
Phone: (305)827 -1935
Building Department Comments
REPLACE WATER HEATER TO SOLAR
Inspector Comments
‘‘--a
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
June 05, 2012
For Inspections please call: (305)762 -4949
Page 4 of 17
Miami Shores Village
• Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
\ it,
BUII.DIN
PE
FBC
3 TL.
PLICATION
Permit No.
Master Permit NoP 2 - l (2. 9
Permit Type: BUILDING ROOFING
OWNER: Name (Fee Simple Titleholder): DcA.Vid4 F d Phone#:
Address: '55 IV6 9°1 fit'
City: Marni 'ems State: Fl Zip: ?)3t38
Tenant/Lessee Name: Phone#:
Email:
JOB ADDRESS: 5,5 t'.Y
City: Miami Shores County: Miami Dade Zip: P-13 tS
Folio/Parcel #: 1 t - 59,c :o -of 3
Is the Building Historically Designated: Yes NO Flood Zone:
CONTRACTOR: Company Name:_______ Phone#: (5=1'5") ") Sal scr..
Address: 601 5.:7 ►\K kdl fit-•
City: M��i�► State: 1
Qualifier Name: ��c him UU 2c
Zip:
Phone#: 30 S 8-2-7 ! 53 5
State Certification or Registration #: CA/ C. % (476'j Certificate of Competency #:
Contact Phone #: 305 V7-7 l'135 Email Address:.
DESIGNER: Architect/Engineer: e 24 fin ,,
Phone#: • g/3 4'3b % 2f(e
Value of Work for this Permit: $ 35b0 Square/Linear Footage of Work:
ONew DRepair/Replace DDemolition
Type of Work: DAddition ®Alteration
Description of Work: �1� YVD, C,.R '�iC -t�JC' -It \cur
Submittal Fee $ v ® Permit Fee $ /D) CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $ [ l ' 900
4
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State 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 ELECTRICAL WORK, PLUMBING, SINS,
WELLS, POOIS, FURNACES, BOILERS, BEATERS, TANKS and AIR CONDITIONERS, FTC
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 rotting.
"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 Atso, a certified copy of the recorded notice of commencement must be posted at the job site
for the first ' ection which occurs seven (7) days after the building permit is issued In the absence off;'. posted notice, the
inspection will ' t be approved a reinspection fee will be charged.
Signatu
er or Agent
The foregoing instrument was acknowledged before me this 2A
day of ,Fe , 20 f by v i cP 1-10Ws rct _
who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC: VANESSA t30MF2
MY COMPASSION #EE149306
EXPIRES: NOV 28, 2015
anted through 1st Stets Insurance
Sign: / a(/.-77,c
Print:
My Commission Expires:
APPROVED BY
Signature
NO 44111P
Contractor
The foregoing instrument was acknowledged before nu; this
day of F- 20 I 2-, by c' i 5h rt4 SCAVk z
who is personally known to mm or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
sign:
Print:
VANESSAq0MEZ
MY COMMISSION #EE149306
EXPIRES. NOV 28, 2015
nded through let Std hawan
My Commission Expires:
1J* * :10 * *** * ** M:'st:+rt** * ****0* ******* **** 4 -08***** **** n**** * *****************i*
2020FlansExamirrer � Zoning
Structural Review Clerk
(Revised 07/lO!07)fReviscd 06/10/2009)(Revised 3/15109)
1
Planning and Zoning Criteria
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204 Fax: (305)756 -8972
Folio Number:1132060130990
Owner's Name: DAVID HOWARD
Job Address: 55 97 Street
Miami Shores, FL 33138-
Owner's Phone: (305)968 -2445
Total Square Feet: 40
Total Job Valuation: $ 3,500.00
Contractor(s)
PRESTIGE SOLAR
Phone Primary Contractor
(305)827 -1935 Yes
Planning and Zoning Criteria and Comments
Approved: Yes Date Approved: 3/15/2012: Yes
Comments: SOLAR PANEL AT REAR OF HOUSE
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Shores Village
Miami
APPROVED
BY
DATE
ZONING DEP'r
liri , "
FrAgra
BLDG DEPTM
FEDERAL
SUBJECT 10 CCAIPL.IANCE WI 11-1 ALL
STATE ANL) Cr UN 1 1 RILES AND REGULATIONS
SOLAR COLLECTOR CER'I 'N ED SOLAR COLLECTOR
CERTIFICATION AND RATING
SUPPLIER:
SRCC OG -100
Alternate Energy Technologies • AE-40
Alternate Energy Technologies
1057 N. Ellis Road
Jacksonville, FL 32254
MODEL:
COLLECTOR TYPE:
CERTIFICATION #:
Alternate Energy AE -40
Glazed Flat -Plate
100- 2002 -001F
COLLECTOR'1'.HERMAL PERFORMANCE RATING
Megajoules Per Panel Per Da
CATEGORY CLEAR MILDLY
( Ti -Ta) DAY CLOUDY
23 MJ /m2•d 17 MJ /m2•d
A ( -5 °C)
B (5 °C)
C 20 °C
D 50 °C
CLOUDY
DAY
11 MJ/m2.d
CATEGORY
( Ti -Ta)
A ( -9 °F)
B (9 °F)
C 36 °F
Thousands of Btu Per Panel Per Da
CLEAR
DAY
2000
Btu/ft2.d
52 39
47 35
40 27
MILDLY
CLOUDY
1500 Btu/ft2.d
CLOUDY
DAY
1000 Btu/ft2.d
27
22
I5
E (80 °C) 10 1 13
E (I44 ° F) 9 1
A -Pool Heating (Warm Climate) B -Pool Heating (Cool Climate) C -Water Heating (Warm Climate) D -Water Heating (Cool Climate) E -Air Conditioning
Original Certification Date: November 22, 2002
COLLECTOR SPECIFICATIONS
Gross Area: 3.696 m2 39.78 ft2
Dry Weight: 69.4 kg 153 lb
Test Pressure: 1103 kPa 160 psig
3
COLLECTOR MATERIALS
Frame:
Cover (Outer):
Cover (Inner):
Absorber Material:
Absorber Coating.
Insulation (Side):
Insulation (Back):
Anodized Aluminum
Low Iron Tempered Glass
None
Tube - Copper / Plate - Copper Fin
Selective Coating
Polyisocyanurate
Polyisocyanurate
TECHNICAL INFORMATION
Efficiency Equation [NOTE: (P) = Ti -Taj
S I Units: ti = 0.691 - 33960 (P)/I
I P Units: ri = 0.691 - 0.5985 (P)/I
Incident Angle Modifier [(S) = 1/cos 0 -1, 0 °5 0 001
Ka = 1.0 - 0.1939 (S) - 0.0055 (S)2
K = 1.0 -0.20 (S) (Linear Fit)
REMARKS:
Net Aperture Area: 3.481 m2
Fluid Capacity: 6.1 1
Max. Oper. Temp.: 176.7 °C
ml/s
37.47 ft2
1.6 gal
350 °F
PRESSURE DROP
Flow A P
gpm Pa
in H2O
Y Intercept Slone,
- 0.0019 (P)2/I 0.706 - 4.9099 W /m2• °C
- 0.0002 (P)2/I 0.706 -0.865 Btu/M.12.°F
Model Tested: AE -21
Test Fluid: Water
Test Flow Rate: 39 mI/s
0.62
gpm
October, 2004
Certification must be renewed annually. For current status contact:
SOLAR RATING & CERTIFICATION CORPORATION
c/o FSEC • 1679 Clearlake Road • Cocoa, FL 32922 • (321) 638 -1537♦ Fax (321) 638 -1010
FSEC # S9105
FLORIDA SOLAR ENERGY CENTER°
Approved Solar Energy System
Approval Date: Dec 1991
Revision Date: Jan 2012
DISTRIBUTOR SYSTEM
The LeverEdge OPV -66 -32
1423 Gunn Highway
Odessa, Florida 33556
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.
North Central South
The calculated Florida Energy Factors for this system are: 2.4
2.6 2.6
DESCRIPTION
Collector Manufacturer
1. Alternate Energy Technologies
2. Alternate Energy Technologies
3. Solar Hydronics Corp.
FSEC Number
00089N
00214N
00332N
Model Number
AE -32
MSC -32
SHC -32
Units
1
1
1
Tank Manufacturer
Capacity
(gal)
Type: Direct
1. Existing UL listed conventional 66 gallon tank retrofitted for solar application.
2.
3.
Pump Manufacturer
1. March
2. Solar Hydronics Corp.
3. Laing
Model Number
809 -BR -12/24
SHC -12/24
DC -201 w/IM
Power Draw (Watts) Type: DC
48
48
2.9
Controller Manufacturer
Model Number Type Photovoltaic
1. Hoxan
2. Solarex
3. AEE
4. BP
H -1004
MSX -10
AE -010J
SX -310J
lO Watt
lO Watt
10 Watt
10 Watt
Freeze Protection
1. Manual drain down
2. Freeze protection valve
1679 CLEARIAKE Roan. Oxx , FLORIDA 32922-5703 • TEL .321.-63S -1000 • FA%:321 -63 n]
UNIVERSITY Srsrein OF Ftc.r+o . • M EcxrAL t?pporrrunrrviAFrusannm?e Ac .cuv &PLOVER • A 1RsrAmai IXSPTu E
SU .ucf edu
UN. OF CENTRAL FLOv
FSEC # S9105
FLORIDA SOLAR ENERGY CENTER
Approved Solar Energy System
Approval Date: Dec 1991
Revision Date: Jan 2012
1679 CLEARLNKE RoAn, CAXX)A. FLORIDA 32922-5703 • TEL 321-638-1000 • FAX 321-638-1010 • www.fiecmcf edit
UNIvEzarY SiSTEM OF ROMA • AN EOUAL OFTORTUNTWAFFMATIVE AtacAl &PLOVER • A RESEARCk1 IN.317rUIE OF THE UNVERSITY OF CENTRAL Ft
SunWize OEM Series 40W, v20W and IOW (I to r)
SunWize
OEM Series Solar Modules
SunWize OEM modules deliver top - quality performance for all photovoltaic applications
including rural electrification, water pumping, telemetry, communications, and
general battery charging. Ideal for AC and DC installations, SunWize OEM modules can
be used in single module and multiple - module systems. OEM10 and OEM20 modules
have 34 solar cells and the OEM40 has 36 solar cells connected in series providing
maximum charging power. The glass surface is impact resistant and allows maximum
light transmission. Single crystalline solar cells are encapsulated and bonded to the
glass in multiple layers of ethylene vinyl acetate (EVA) and laminated with a white
TedlarTm backing insuring long life in severe environmental conditions. Bypass diodes
contained within the junction box insure reliable operation. Anodized extruded aluminum
frames add strength and durability to the modules. Includes pre - drilled mounting holes.
Weather proof junction box has multiple 1/2" knock -outs to accommodate liquid tight
fittings and conduit or cable. OEM series modules are ISPRA certified to IEC 61215
standards and are FM approved for Class I, Div. II hazardous locations. OEM series
modules carry a 20 -year, 80% power output warranty. PLEASE NOTE: the OEM20A is
not ISPRA Certifed and is awaiting FM Approval for Class 1 Div 2.
Mote
Watts
lfrttp
Vo
Dint'
tt5io
Weight
103000SW10
136001
103000SW40
OEM10
OEM20A
OEM40
10 16.7 0.60
20 16.7 '-1:2O
40 16.7 2.40
19.6
20.0
21.0
0.75
1.35
2.68
15.2 x 14.8 x 1.3
20.9 x 16.9 x 1.3
38.3 x 17.1 x 1.3
4.5
6.5
12.5
OEM Module Physical Specifications
OEM
10
A
B
C
D
E
F
17.69
11.44
10.18
3.93
9.84
4.92
20
17.69
16.94
15.67
3.93
9.84
4.92
40
38.30
17.16
15.90
7.33
23.62
9.84
NOTE:
OEM40 has 4
mounting holes
on each side of
frame. (dimen. F)
Shown from left to tight are the SunWize OEM70, OEM20, OEM40
22
ITT
Engineered for life
Centrifugal Pumps
Applications
Specifically designed for the following uses:
•Hot Water Circulation
•Radiant Floor Heating
•Liquid Transfer
*Solar Applications
•General Purpose Pumping
Specifications
Pump:
•Max Capacities: 7 GPM
*Max Head. 14.5'
*Pipe Connections:
1/2" FPT and 1 /z" Sweat Suction and Discharge
'/" Union Connection
•Maximum Working Pressure: 150 PSI
*Maximum Temperature: 203 F
•Rotation: counter clockwise when viewed from
the motor end
Motor:
*Electronically Commutated DC Spherical Motor
*Canned Spherical Motor Type
•8 -24 Volt DC
Automatic Overload Protection
*Low In -Rush Current
Features
Compact Design:
Close coupled, space saving design provides easy
installation.
Mounting:
Pump can be mounted horizontally or vertically with
motor end down.
Laing Thermotech
D5 Brass Spec Sheet
Construction:
Wetted parts are brass, 316SS, thermoplastic, carbon and
ceramic for superior corrosion resistance.
Ceramic Bearing Ball and Carbon Bearing Cap:
High density ceramic bearing ball and graphite impeller
bearing cap designed for high efficiency and long life.
Impeller:
Highly efficient and dynamically balanced with carbon
bearing for smooth ultra quiet operation.
Casing:
Casing is brass construction.
Mechanical Seal:
Unique patented design has no mechanical seal which is
a potential leak path.
Motor:
Highly efficient and ultra quiet spherical motor design.
Pump is designed for continuous operation. All ratings
are within working limits of the motor.
Electronics:
Embedded microprocessor control is self regulating and
available with variable speed with PWM input or dial
control (potentiometer) on the pump.
Noise level:
Whisper quiet, less than 40 db.
Weight:
Lightweight construction weighs less than 21bs.
(can use up to 2 collectors)
SOLAR THERMAL COLLECTORS)
PHOTOVOLTAIC
MODULE
VACUUM BREAKER
AUTOMATIC AIR VENT
PRESSURE REUEF VALVI
AUTOMATIC
FREEZE VALVE
ROOF PENETRATION
V
COPPER TUBING & INSULATION
LOW VOLTAGE
P.V. WIRES
RED +
BLACK -
P.V. CIRCULATOR PUMP
ON /OFF SWITCH
MANUAL DRAIN
BALL VALVE
(ISOLATION VALVE)
COLD WATER FROM HOUSE ---
RESET BUTTON
HEATING ELEMENT
THERMOSTAT CONTROL
SOLAR FEED TO ! 1 I
COLLECTOR I ( I
I ;I
I
tI L;
BACK -FLUSH VALVE/
MANUAL DRAIN
CHECK VALVE
BALL VALVE
(ISOLATION VALVE)
HOT WATER TO HOUSE
ELECTRICAL SUPPLY
TEMPERATURE &
PRESSURE RELIEF VALVE
SOLAR RETURN FROM
COLLECTOR
SOLAR HOT WATER TANK
# DYC1063
Semi -Gloss Acrylic Latex
Enamel Paint
Product Description
#DYC1063 is a semi -gloss acrylic latex enamel U -V enhanced paint
and is ideal when used for field coating exterior rubber insulation
used in a solar systems' piping.
Recommended Use
Surface: For use on exterior rubber pipe insulation.
Product Advantages
Excellent durability
Water clean up
Elasticity
Ease of application
Super U -V protection
Material Preparation,
Mixing: Stir from bottom with vigorous strokes. Do not add oil or
other paints.
Limitations
CAUTION: DO NOT apply to a damp surface. Keep from freezing.
Surface Preparation
Exterior rubber pipe insulation outer surface must be clean and dry.
Application
May be applied by brushing, rolling or spraying. When two coats
are needed allow first coat to dry 20 minutes before applying finish
coat.
Limitation of Liability
Technical data is true and accurate at date of issuance, but subject
to change without notice. This product conforms to paint quality
standards, but no other warranty or guarantee is expressed or
implied. Liability, if any, is limited to replacement of product or
purchase price. Labor, cost of labor, or other consequential
damages is hereby excluded.
1423 Gunn Highway Odessa, FL 33556
Technical Data
Product #- DYC1063
Generic Type- 100% Acrylic Latex
Color- Bronze
% Solids by weight- 46.2%
% Solids by Volume- 34.5%
Recommended Coverage:
6 mils wet
2 mils dry
275 avg. sq. ft. / Gallon
% Vehicle solids by Weight- 29.7%
% Pigment by Weight- 23.4%
% Solvent by Weight - 44.6%
Viscosity (Stormer)- 80-85 KU
Weight/Gallon- 10.44 lbs
Flash Point- None
Dry Time- 70 °F., 50% R.H.
Touch- 10 minutes
Recoat- 20 minutes
Reduction- Water
Clean Up- Water
813 -403 -5100
BACK
HVAC/R
Insu4Tube® Co l
haul -Tube® 3 FT (Re -slit)
haul- Tube® 6-FT (Unlit)
haul- Tube® White 6 FT
haul - Lock® Seam-Seal 6 FT
haul -Loci ® Seam -Seat 3 FT
h aul -Lock® White Seam-Seal 3 FT
haul- Sheet® Rol w/PSA
h aul- Sheet® w lh PSA
haul- Sheet® 62S Rol
haul- Sheet® MS
K Rex Clad® WT
K Flex Clad® WTSheet
K F ax Clad® WT NS
K -Hex Clad®AL
K -Fex Clad®AL Sheet
K -Rex Duct® Liner Gray
K Flex Duct® Lher Gray w/PSA
K -Fl® Grooved Tees
K Fl® Bastomedc Tees
K -Fl® P -Trap
K -Fl® 90 Bbow s
K Fl® Bastorrertc 45 Elbow s
K Fl® Grooved Elbows
r
Insul -Tube® 6-FT (Unslit)
Insui- Tube®8 foot (unslk} Is a black, flexible elastomeric foam tube
used to conserve energy and prevent condensation on piping
applications. The closed cell properties of Insul -Tube® 8 -foot (unlit)
create exceptional thermal and acoustic insulation, protect against
moisture penetration and provide the best solution for applications
within a - 297 °F to +220 °F temperature range.
Insul -Tube® 6-foot (unlit) Is primarily used in the HVAC/R market and
comes in 6' lengths in a variety of sizes from 5/8" to 6 -5/8" inside
diameter up to 2" wall thickness. It is 25/50- rated, according to ASTM E-
84 standards for surface burning characteristics of building materials, up to 2" wall thickness.
Quick Search
AI,D5
Insul -Tube® products are non - porous and non -fibrous and resist mold, fungal and bacterial growth. For added
protection, all Insul -Tube® products are protected with an antimicrobial agent
HVAC/R
SPECIFICATIONS
All Insui -Tube® products are GREENGUARD®certified under the Children and Schools classification and are approved
through supervision byte Factory Mutual Research Corporation.
Slaaw
Pk'e:},b°144tMt�
Made in USA
Bo o
COPY RIGHT & INTELLECTUAL PROPERTY NOTICE
SCOPE OF WORK:
INSTALLATION OF A SOLAR WATER HEATING
SYSTEM WITH A ROOF TOP COLLECTOR
1
DESIGNED PEI : •
ASCE 7 -05 J '
( WIND LOAD: I WIND EXPOSURE:
DESIGNED FOR 160 MPH EXPOSURE CATEGORY C
SOLAR HYDRONICS CORP (FORMERLY KNOWN AS SOLAR WORLD) DOMESTIC HOT
WATER -(DHW) INSTALLATION NOTES: 10 JULY 09
GENERAL THIS DRAWING AND THE SPECIFICATIONS HEREON ESTABLISH THE MINIMUM REQUIREMENTS FOR DHW
EQUIPMENT ON BUILDINGS IN FLORIDA 60 FEET OR LESS IN HEIGHT AND AT ROOF ANGLES FROM FLAT UP TO 45 DEGREES. PER
THIS PARTICULAR INSTALLATION DOCUMENT, THE SOLAR HYDRONICS CORP DHW SOLAR PANELS MAY BE INSTALLED PARALLEL
TO THE ROOF PLANE WITH HOLD DOWNS FLUSH ON TOP OF THE UPPER SURFACE OF THE ROOF COVERING OR TILTED -UP ID
ACHIEVE BETTER SOLAR COLLECTION. PLUSH -MOUNT SHALL REQUIRE 4-ANCHORS. (3/8 -INCH DIAMETER
CRS, CORROSION RESISTANT STEEL) IN PZ -1 & PZ -2, EXPOSURES B & C, IN ALL WIND ZONES UP TO
AND INCLUDING 160 MPH. 'ANCHORS CAN EITHER 8E, AT CONTRACTORS' CHOICE, 4-ANCHORS FORA SINGLE
COLLECTOR OR 4- ANCHORS FOR TWO COLLECTORS THRU USE OF APPROVED RACKING TO TIE THE TWO COLLECTORS
TOGETHER -SEE FIGURE 2. TILT -UP IS PERMITTED ONLY WITH THE FOLLOWING STIPULATIONS: A) NO INSTALLATIONS OUTSIDE
OF PRESSURE ZONE 1; 8) USE ONLY OEM HARDWARE- EXCEPT 814 TEKS PER 518080 2; C) COLLECTOR LONG AXIS HORIZONTAL
AND 30 DEGREES MAXIMUM TILT ANGLE; D) WIND ZONE 140 MPH AND LESS REQUIRE 4- AN0H0115 PER TILT -UP COLLECTOR; F)
WIND ZONES GREATER THAN 140 MPH REQUIRE 6 ANCHORS PER TILT -UP COLLECTOR AND MINIMUM TILT POLE WALL
THICKNESS OF 1 /8TH -INCH. CONTRACTOR SHALL KEEP LAG BOLT LOADING TO UNDER 528 POUNDS OF UPUFT. REFER TO
WIND LOAD CALCULATIONS AT HITPWW W W. CADVICE .US /SW/WINOLOAOCAICU1ATIONS.PDF
WHEN LAG LIMIT IS FKCFFDEO CONTRACTOR SHALL USE MORE LAGS, I -BOLTS OR ALL- THREAD ROD. FOUR1 -80LT5 OR
ALL- THREAD RODS CAN HANDLE THE LOAD OF 2 -EACH, 40SF SOLAR COLLECTORS IN ALL LOADING CASES ON THE CHART.
WHEN STRAYING INTO P22, INCREASE ANCHORS 50 %ON THE PORTION OF THE COLLECTOR IN P22. ABSOLUTELY NO
INSTALLATIONS IN P23.
TESTING: THE SOLAR HYDRONICS CORP DHW COLLECTORS HAVE PASSED MIAMI TESTING LABS WIND LOAD TESTING OF -102
P5F PER ASTM E -330 (MIL FILE NUMBER 95- 1249).THIS ENGINEER HAS EVALUATED THE INSTALLATION COMPONENTS AND
HARDWARE CURRENTLY PROVIDED BY SOLAR HYDRONICS CORP AS OEM INSTALLATION KITS AND FOUND THEM TO MEET THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE CURRENT AS OF THE DATE OF T4S PLAN. THERE SHALL BE NO
SUBSTITUTION OF OTHER VENDOR MATERIALS WITHOUT PRIOR APPROVAL OF THIS ENGINEER THRU SOLAR HYDRONICS CORP.
HARDWARE THIS ENGINEER HAS DETERMINED THAT THE HOLD -DOWN HARDWARE AND FASTENERS SUPPLIED BY SOLAR
HYDRONICS CORP WILL WITHSTAND HURRICANE FORCE WINDS UP TO AND INCLUDING 160 MPH 3- SECOND GUSTS THE ONLY
REMAINING VARIABLE OF SIGNIFICANCE S THE ATTACHMENT OF THE HOLD DOWNS TO THE UNDERLYING ROOF SYSTEM
USING OEM HARDWARE. LAGGING OF SHE DHW COLLECTORS FOR FLUSH MOUNT INSTALLATION (PARALLEL WITH THE ROOF
SURFACE AND AS CLOSE THERETO AS PERMITTED BY OEM HARDWARE) SHALL BE ALLOWED IN EXPOSURE CATEGORY B AND C
AND IN BOTH P21 AND PZ2 AT MEAN ROOF HEIGHTS OF 60.55 OR LESS AND IN ALL WINO ZONES THRU 160 MPH SO LONG AS
THE FOLLOWING CAUTIONARY RULES ARE OBSERVED. LAGS SHALL BE CORROSION RESISTANT STEEL, 3/8 INCH DIAMETER
MINIMUM OR BETTER LAGS SHALL ACHIEVE AT LEAST 3- INCHES OF THREAD EMBEDMENT IN RAFTER OR BLOCKING.
MEASUREMENTS MUST BE CAREFULLY MADE AND PILOT HOLES SHALL BE DRILLED TO ENSURE HITTING UNDERLYING RAFTERS
OR TRUSSES AND TO AVOID WOOD SPLITTING.
SPECIAL PROCEDURES TO USE WHEN, IN THE INSTALLERS OPINION, HITTING THE CENTER OF TRUSS OR RAFTER WITH A LAG
CANNOT BE ASSURED. EITHER USE A 3/8 INCH (MIN) '8* BOLT GRABBING THE TRUSS /RAFTER OR 3/8 INCH DIAMETER (MIN)
ALL THREAD ROD PLUS STANDARD FENDER & IOC( WASHERS AND NUT THRU MINIMUM 4' BY 4° BY9° BLOCKING ON THE
UNDERSIDE OF THE ROOF SHEETING. WHERE BLOCKING METHOD 15 USED, INSTALLER SHALL APPLY A GENEROUS BEAD OF
CONSTRUE-110N ADHESIVE FOR MINIMUM OF 1 FT ALONG THE NEAR JOINTS OF THE ROOF TRUSS AND SHEETING ON EACH
TRUSS ON 80TH SIDES OF THE BLOCKING -SEE FIGURE 2 ON THIS SHEET.
PLUMBING SHALL BE PER FIGURE 1. FLORIDA PLUMBING CODE SHALL BE ADHERED TO. PARTICULAR ATTENTION SHALL BE
GIVEN TO PROTECTION AGAINST OVER- PRESSURE AND FREEZING- PER FLORIDA MECHANICAL CODE, CHAPTER 14, AND PER
501AR HYDRONICS CORP INSTALLATION INSTRUCTIONS THIS DRAWING SHOWS THE'D. VERSION PLUMBING. HOWEVER,
THERE ARE OTHER VARIANTS (PHOTO - VOLTAIC PUMP, INDIRECT, AND /OR DRAIN -BAC() WHICH, ALTHOUGH NOT SPECIFICALLY
SHOWN HEREON, ARE COVERED BY THIS SEALED DRAWING -SO LONG AS INSTALLED PER SOLAR HYDRONI05 CORP
INSTALLATION INSTRUCTIONS.
WATERPROOFING INSTALLER SHALL ADHERE TO REQUIREMENTS OF FBC CHAPTER 15 (ROOFING) AND BEST PRACTICES OF THE
NRCA ROOFING & WATERPROOFING MANUAL TO ENSURE THAT THE SOWR INSTALLATION DOES NOT CAUSE ROOF LEAKS AT
INITIAL INSTALLATION OR AS THE SYSTEM 'AGES'.
QUESTIONS: INSTALLERS, AUTHORITIES HAVING JURISDICTION, OR OTHERS HARING QUESTIONS OR DIFFERING CONDITIONS,
MAY CONTACT NOTICE TO AHJ, CONTRACTOR, WNER & OTHER I6TENTEREESSTED PAARIIIEES)O Ni@TLANOVIDE56M THIS
ENGINEER - SEALED DETARS & SPECIFICATIONS FOR INSTALLATION OF BOTH AE & MORNING STAR CORPORATION (MSC) SOLAR
DOMESTIC HOT WATER SYSTEMS. AE & MSC ARE MADE IN THE SAME PLANT BY THE SAME MANUFACTURER. WHILE THERE ARE
SLIGHT PHYSICAL DIFFERENCES, THESE SYSTEMS ARE EQUIVALENT STRUCTURALLY, HYDRAULICALLY, & THERMALLY. AE DETAILS ARE
SHOWN ON THIS PLAN SHEET, BECAUSE AE S THE VOLUME LEADER MSC DETAILS MAYBE VIEWED AT; hop: //wwwaelsolarmm/
11
ALL AFFIDAVITS DESIGNS, OPINIONS, CALCULATIONS & OTHER ENGINEERING SERVICES PROVIDED BY ALLEN
GF7FI MAN PE AND HIS ASSOCIATES ON ANY AND ALL PROJECTS ARE SUBJECT TO THE PROVISIONS OF EJCDC C -700
(ENGINEERS JOINT CONSTRUCTION DOCUMENT COMMITTEE - STANDARD GENERAL CONDITIONS OF THE
CONSTRUCTION CONTRACT) CURRENT AT THE TIME. THOSE OBJECTING TO SAID EJCDC 6700 OR PROVISIONS
THEREOF ARE DIRECTED NOT TO USE THE AFFIDAVIT, DESIGN, OPINION, CALCULATION OR OTHER ENGINEERING
SERVICE OFFERED BY ALLEN GEZELMAN PE AND HIS ASSOCIATES ON THE PROJECT. EJCDC 6700 MAY BE VIEWED AT:
HTTPI/ GEZEIMANPECOMJREFERENCE /AGf6700.PDF
DIRECTED- SYSTEM
THIS DRAWING SHOWS THE SOLAR HYDRONICS CORPORATION DHW
'5' (DIRECT) SYSTEM AND THIS PARTICULAR SYSTEMS PLUMBING. THERE ARE OTHER, SLIGHTLY DIFFERENT, SOIAR HYDRONICS CORPORATION
01-EW SYSTEM VARIANTS WHICH ARE ALSO COVERED BY THIS SEALED DRAWING. THIS 5 BECAUSE THE CRITICAL ELEMENT-THE COLLECTOR(S)
AND ROOF MOUNTING DETAILS REMAIN THE SAME WHETHER THE SOLAR HYDRONICS CORP.DHW SYSTEM BEING INSTALLED ISA DIRECT,
IN-DIRER OR DRAIN -BACK MODELS WHICH CAN BE CONRGURED WITH EDHER AN A/C OR PHOTO - VOLTAIC PUMP
OR O /CCOMROUED ELECTRIC PUMP
COLLECTOR SENSOR
SOLAR LOOP DRAI
MOTORIZED BALL VALVE
SOLAR LOOP DRAIN
ISOLATION VALVE
EXPANSION TANK
DIFFERENTIA. CONTROL
HOT WATER OUTLET ,o..n...:.... -...., I COLD WATER INLET
SHUT OFF VALVE
BACKUP ELECTRIC ELEMENT
DIP TUBE
STORAGE TAN
TANK SENSO' '.i•'::::.,� 3 - +r J
TANK DRAIN
®FIGURE 1
01
LEDGEND
re
ISOLATION VALVE (OPTIONAL.).
DTI
TANK SUPPLY SMUT OFF
lAsT<
SOLAR LOOP DMN (CPTIONAU
'RI
193EHE PROTECTION VALVE (OPTIONAL)
TEWERATURE/PFESSURE FE3.ff VALVE
PRESSURE RELJEF VALVE
0
AA YEW (OPTIONAL)
S ...
MOTORIZED BALL VALVE
0
ELECTRIC PM AC/DC
U
EWAMBON TAMK (OPTIONAL)
SOLAR SYSTEM COLLECTOR:
MODEL AE-21/46-2444626/AE-28/AE-32/AE-40/ AE- 21 l46- 24/A6/AE- 28/AE- 321AE-402
MSC21 / MSC -32 / MSC40/SHC- 21 /SHC- 32/SHC-40
IAPPLICABLE CODE:
FLORIDA 2007 CODE W/09 SUPP
(THIS PLAN IS VOID WITHOUT MY SIGNATURE & RAISED SEAL
THIS PLAN MAY NOT BE PLACED ON FILE FOR PULLING MULTIPLE PERMITS.
EACH PERMIT PULLED REQUIRES ITS OWN RAISED SEAL COPY OF THIS PLAN.
NOTE: SUITABLE FOR HVHZ SEE CALCULATIONS: HTTP:/ IGEZELMANPE .COM/ST_INSTALLATION.HTML
REGARDING WIND LOAD - MY DESIGNS CLEARLY SHOW COMPLIANCE PER ASCE 7 WITH THE FLORIDA BUILDING CODE.
REGARDING GRAVITY LOAD - OUR HEAVIEST COLLECTOR WEIGHS 165 POUNDS WHICH IS DISTRIBUTED OVER A40 S.F AREA WATER IN THE
COLLECTOR IS NEGLIGIBLE. EACH COLLECTOR HOLDS ABOUT A GALLON OF WATER. POOL COLLECTORS A BIT MORE, HOT WATER
COLLECTORS A UTTLE LESS. REGARDLESS, SOLAR PANELS ARE AN INSIGNIFICANT LOAD ON THE ROOF UNDERNEATH!
GENRAL NOTE:
ALL HOT WATER SOLAR COLLECTORS SOLD IN 514IS STATE ARE REQUIRED TO HAVE BEEN TESTED BY THE FLORIDA
SOLAR ENERGY CENTER AND BEAR ITS CERTIFICATION LABEL THE COLLECTORS LISTED ON THIS PLAN COMPLY WITH
THOSE REQUIREMENTS: FURTHER INFORMATION MAY BE ACCESSED ON LINE AT:
HTTP : / /WWW.FSEC.UCF.EDUJEN/INDUSIRY )TESTING /STCOLLECTORS/HOT WATER_RATINGSJINDEX.HTM
ROOF PENETRATION
AND FT.BIINO.
NOTE,
COLLECTORS MAY BE 0800864
VERTICALLY OR HORIZONTALLY
MOUNTING BRACKET (E DETAL BH.OW)
MOLJNB CAN 00 ON SIDES OR COLLECTOR
ENDS OF COLLECTOR....'
COLLECTOR
P22
ROOF TRUSS
TER lug
111111 111
FRONT ELEVATION
SCALE: 1St CO'
PZ = PRESSURE ZONE
WZ = WIND ZONE
OOLLEC 443UTLET
ROW PgNEYNAMN
lN1DftAtmo660
SECTION A
IDSPAN REINFORCEMENT
. lr
_
TWO COLLECTORS MAY BE
MOUNTED ON 2- PIECES OF
APPROVED RACKING W/ AE -RM CUP
HELD DOWN BY 4 ANCHORS
EXISTING ROOF TRUSS.
TOP P CHORD u�
PL
SFIW COLLECTOR
MOUNTING BRACKET
APPROVED RACKING
SYSTEM W/ CHANNEL NUT
1 DIA. SPACER
W/ WATERPROOF SEALANT
OEM HOLD DOWN:
LAGGING 1 POSITION OYERTRUSS',
3/8" LAG BOLT OR
J- BOLT (HOOKS TRUSS)
I CERTIFY THAT THIS DESIGN &
SPECIFICATIONS MEET THE
REQUIREMENTS OFTHE CURRENT
FLORIDA BUILDING CODE
TYP. SHINGLE, MET, FLAT TILE DETAIL.
SCALE: 1.112..1,
PTA. SPACER, LENGTH
ADJUST FLUSH WI TOP OFTIE
EXISTING MEMBRANE
ROOF INSTALLATION DIAGRAM 1
MOUNTING BRACKET
ALUM TUBE
ALUM TUBE
PITCH PAN
ALL THREAD ROD ,
J BOLT OR LAG
TILE ROOF: CUT OUT RECTANGLE FOR PITCH PAN,
INSTALL AND FILL W/ 1 -PART POURABLE WATER PROOF
CONSTRUCTION SEALANT
ALTERNATE. TILE ROOF MOUNTING DETAIL
FILL W/ T -PART
POURABLE WATERPROOF
CONSTRUCTION SEALANT
ALUM TUBE
PITCH PAN
ALL THREAD ROD ,
J BOLT OR LAG
SCALE ...Sr T
oz FIGURE 2
8CALEVALLE3
EXPLANATORY INFORMATION
ENLARGED VIEWING & HYPERUNKS:
PRINT VERSION OF THIS PLAN PROVIDES MINIMUM INFORMATION NEEDED BY USERS.
ELECTRONIC VERSION (EV) PROVIDES MAGNIFIED VIEWING UP TO 6400%. EV ALSO PROVIDES HVPERUNK ACCESS TO OEM
MANUALS AND ABUNDANT OTHER SUPPLEMENTARY INFORMATION.
EV MAY BE ACCESSED AT HTTPJ /WWW.CADVICEUS /SW /AS.13.WH.PDF
THERE ARE THREE PROPRIETARY RAC( SYSTEMS APPROVED FOR USE WITH THIS PLAN. THESE MAY BE USED TO SUPPLEMENT
OR TO REPLACE THE DETAILS SHOWN IN FIGURE 2. IN ALL CASES REFER TO OEM INSTRUCTIONS FOR DETAILS/SYSTEM BEING
USED. IN THE EVENT OF A CONFLICT BETWEEN OEM INSTRUCTIONS AND THIS PLAN, OEM INSTRUCTIONS SHALL PREVAIL
OEM MANUALS MAY BE ACI'FSSFD ELECTRONICALLY USING THE FOLLOWING HYPERUNKS:
HTTP: //W W W.UNISIRUF.COM/ LITERATURE /INDEX.PHP700C =N014&PG =1
HTIP. //WWW.IRONRIOGE.COM/ FILES /SRS /IRONRIDGE XRS-2 HAIL S1SIEM.PDF
HTTPJ/W W W.UNIRACCOM/PDF/II227.PDF
STRUCTURAL LOADING:
THIS PLAN WAS ENGINEERED FOR THE ENTIRE STATE OF FLORIDA INCLUDING HVHL
THE SOLAR EQUIPMENT REPRESENTED ON THIS PLAN IMPOSES A POSITIVE LOAD UPON THE ROOF STRUCTURE OF LESS THAN
4455. MY UPUFT PRESSURE CALCULATIONS MAY BE VIEWED AT
HTTP //W W W. CADVICE .US/SW/WINDLOADCALCULATIOFS.POF
THE UPUFT PRESSURES FOR 160MPH, EXPOSURE CATEGORY C, BUILDING IMPORTANCE FACTOR CATEGORY II, HEIGHT 60-FT
OR LESS, SLOPE 45 DEGREES OR LESS ARE: P21,56.6 P5F; PZ2_ 106.6 P5F; 523_ 153.2 PSF.
QUESTIONS REGARDING ROOF PRESSURE ZONES ARE REFERRED TO THE ASCE 7 DIAGRAM FOUND ON PAGE 5 AT THE ABOVE
UNIRAC HYPERUNK.
®FIGURE 3
03 ai F. Nrs
WHERE APPLICABLE
FILL CAVITY UNDER TILE
W/ EXPANSION CONST. FOAM
EXISTING ROOF TRUSS,
TOP CHORD
TYP. BARREL TILE ROOF MOUNTING DETAIL
,,4,5.1.,2.,•,
CONSTR. s
ADHESIVE MEDIUM
BEAD BOTH SIDES OF
INTERFACE BETWEEN
ROOF SHEETING AND
TRUSS
1 FOOT IN EACH
DIRECTION STARTING
FROM 'SPANNER' TO
WHICH COLLECTOR
MOUNT FOOT -PAD IS
SECURED BY
ALL- THREAD ROD.
EXISTING ROOF
NOTE -THERE SHALL BE AT LEA
TYP. MOUNTING DET
Ra k Mount
SHW COLLECTOR
MOUNTING BRACKET
EM HOLD DOWN:
LAGGING ( POSITION OVER TRUSS)
J- BOLT (HOOKS TRUSS)
BLOCKING (BETWEEN TRUSSES)
SEALANT FOR WATERPROOFING
APPROVED RACKING
SYSTEM WI CHANNEL NUT
1' DIA SPACER, LENGTH
ADJUST FLUSH W) TOP OF TILE
• DIA SPACER
W/ WATERPROOF SEALANT
EXIST. BARREL TILE
OEM HOLD DOWN:
LAGGING ( POSITION OVER 'MUSE
3+8' LAG BOLT OR
J- BOLT (HOOKS TRUSS)
4x4 BETWEEN TRUSSES
IN CONTACT W/ PLYWOOD
TYP. BEAD OF CONSTR.
EXISTING ROOF TRUSS,
TOP CHORD
LID-DOWN ATTACHMENTS FOR EACH SOLAR COLLECTOR ON A ROOF.
RUFit taunt
$SrT1
MOUNTING BRACKETS
SCALE Nia.
HINGE MOUNT
CUP
3/8' -18 FINISHED
HEX NUT
1'x1'%0.072'
ALUMINUM
SQUARE TUBE
TILT KIT - DECK ANCHOR
SCALE: CUTS
OEM FURNISHED FASTENER
1/4° -20 X 112' HEX
CAP SCREW
3/8'-16 X4'HEX
CAP SCREW
318'-1(3 X 1 -3/4' HEX
CAP SCREW
TRIANGULAR MOUNTING
BRACKET
®FIGURE 2
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SYSTEM:
SIC! Solar HydroNC6 Corp.
1423 GUNN HIGHWAY
ODESSA, FL 33556
REV.083108 -TM
PUBLISHED:828201171722 AM
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SHEET PLAN
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