PL-13-2615f `e
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 203291 Permit Number: PL -11 -13 -2615
Scheduled Inspection Date: January 08, 2014 Permit Type: Plumbing - Residential
Inspector: Diaz, Osvaldo Inspection Type: Final
Owner: THONY, MUCIAL AND LUCIE Work Classification Solar
Job Address: 201 NW 111 Street
Miami Shores, FL 33168 -3301
Project: <NONE>
Contractor: SUN STAR ENERGY LLC
Building Department Comments
I SOLAR HOT WATER DHW
Phone Number
Parcel Number
INSPECTOR COMMENTS False
1121360010650
Phone: (561)287 -1118
January 07, 2014 For Inspections please call: (305)762.4949 Page 10 of 27
Inspector.Comments
Passed
Ea
n,,- L_ T Jx_ Gk
Failed
Correction
Needed
❑
Re- Inspection ❑
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
January 07, 2014 For Inspections please call: (305)762.4949 Page 10 of 27
' Miami Shores Village NOY 19 2013
Building Department -
10M0 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
Permit Type: PLUMBING
FBC 20
Permit No.
Master Permit No 2I 10 �{
JOB ADDRESS: cik 0 9 12 144- <—i 1 -
City: Miami Shores County: Miami Dade Zip 31 6615
Folio/Pancel#: P 1 I l °210 0 ®/ — ® 6- St�
Is the Building Historically Designated: Yes
Zone:
OWNER: Name (Fee Simple Titleholder): Phone#: ' 2 Y7 — /I !
Address:
City: State: Zip:
Tenant/Lessee Name: Phone#
$mail:
CONTRACTOR: Company Name: Plane#
Address:City-Y1 Stage: Zip; 6'9
Qualifier Name: !% � �
State Certification or Reaaflon #
Contact Phone#: '� 6 I - ZQ ')' ! t 1 q� Email Address:
M
of Competency #:
DESIGNER: ArchitecdEngine•: Phone#:
Value of Work for this Permit: $3 � b� Square/Linear Footage of Work:
Type of Work: OAddress OAlteratio
Description of Work:
Submittal Fee $ .'o C) —Permit Fee $_L�
Scanning Fee $
Radon Fee $
ONew ORepair/Replace
CCF $ CO/CC $
DBPR $ Bond $
Notary $ TrainkWfEducation Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $
ODemalition
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
m
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
commerred 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, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS. TANKS and AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be dorm in compliance with all
applicable laws regulating construction aril 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 building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of nommenceinent and construuxion lien law brochure will be delivered to the perm
whose prtoperty is subket to attachment. Also, a certified copy of the recorded notice ofcommencerroent 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 app ved and a reinspection fee will be charged.
Si ure ` Sign ure
Owner or Agent Contractor
Tlo foregoing instrument was acknowledged belb%me this The foregoing instrument was acknowledged before me. this
day of ry v�? X13 by l y C- r C, 1V^ C-" 7 day of t° . 2013 , by
who is personally known to me or who has produced who is personally known to me or who has produced
I" ` As identification and who did take an oath. —rr' -VL - as identification and who did take an oath.
NOTARY PUBLIC:
NOTARY PUBLIC:
Sign: Sign:
Print: ro�tarovntrlrila -st�fe of Florida Prir>t.: a let►^s
�
ride
y Comm. Expires ay ay
My Co esCommission # EE 203923 My esgommissioo
# EE 203923
APPROVED BY c�. ®' �9 / Plans Examiner Zoning
�tlj Structural Review Clerk P I
tRevise"1212012)(Revised 07 /lORM(Revised 06110(2009)(Revised 3115A)9)
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Nov 19 2013
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matrix atxineoted in series
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Jtatotk'st bex lS%3ItW
va 13.6. MY" conduit or Cobb fit" Tan *W Room up to
61yov 110 Ab+fLi) wits.
HIM AWOU 11) (0 --M raM 2 core PLTC salde. Le» O'a 46'MM
UutpW can (GX 3100
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WEIG HTSv MEASURE M--ENTS AND PACKAGING
ecc a, vm1% %MWW" 11) —
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lltni ....... . .. . .....
Reid, White, Green, 186
Blue, Y011oW, Brown
Red. White, Green, Blue, Is 186
1W yellow. Omsm. Orww
44
45
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15
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1818 Yellow, Brawn, Orange. Black
11
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15
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15
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18(10 yellow, mown, Oramp,
147
----
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245 74
Yellow, BrWWn, Oran1p. Black.
latiz Pink. Gray. Tan, M-18
160
26
4rket, 25 prift
cmkwtws, PVC insulation (6 lulls), parallel cwtKlom pvc 2(
WIFO is cmulructed with eAI "ar cokloctor 20T (nom.).
Do
All ThowsOW tio(m)
NAWAM canduchys @ I KNZ bxvn.), a1w 6.32 Ohm
W resistance I-
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Id col-Auctom PVC Insulation 16 mils), parallel cmitictors, PVC jacket. 22 pFift
All 'nWffmdGt Wife Is cwdmctsd with solid uc C no
100 R f0slsl8l" Per cm1d tw * 20' ( m').
rApacitem between
cqAdWom 0 1 Olz (nom -), and LOA OhmdlOOO
------ ----
R*d IN Volt
SUNW-ResistM
-2n to +We
18 and 28 GNP
rU*W Coadvahn
OEM Division
OVA&
THEn
APPLICATION S suitable fer use astenows,
Thermostat Wire Is a class 2 power- limited circuit cable for use in thermostat
control applications
STANDARDS & REFERENCES
0 150 Voltage rating per NFCO Article 725
• UL listed to UL 13
® Meats UL 1581 Vertical Tray Flame Test (FT-1)
® Type 01-2
CONSTRUCTION
o Solid Copper conductors with 6 mils of PVC insulation
Conductors are covered with a brown PVC jacket
Ripcord
M.
14 IN vWM(0-Spe(.-
LMA RuWrx"&A
ANARCH PUjwpq
809-He 1
9>490 P tiK ., ts1.SMb1, IL 60028.9308, u.s3.A
PNOM6 1x471'720.0300 • PAXt {847) ?20.7082
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BR - &Wze. PL - Pniysullbro Plastic, C = Cantor I►11e1, MS = High Speacl
The March ON Series Ito{ water boaster centrifugal magneile drive PUMPS are a ItowseH- prImIng unit built to handle tlquW transfer In
IBM OW1V op011410M. Contact the factory for application assistance.
The fO Series pumps WMM be MslaW with the ixlmp t >{! arrow pok*M In the direction of now within the system if the
arrow hWbuft flow Is tort In the direction required, iirwve the' houWag Screws QWn 1) hokling the housing to the motor bracket wW rotate the housing
A8110ft as ptwn 4 U11v ply then Screws ate Into en. 'Me pump Is combed of a wet and assembly which cwt be separated by ur whtg the
rear (110rtg are The Pt�f, parts. The liquid will be c ordah'teti within rite wet and sailammy unim the soon (Item 14) M the
�a Bnishkm motors must be operatOd within a restricted wattage (aiglo Clue to the electronics In the motor. 'rho rod leed t9 po94h/e &
e Ian tive. The ranne for 12 Y.D.C. motors is 10V to 14V and them rang k r let V -1].r: metma In MV In 2At)
12V DC & 24V CC
SPECIFICATIONS
max R" -•• ---fin
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apt' MPT
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MW 11" nal
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The March ON Series Ito{ water boaster centrifugal magneile drive PUMPS are a ItowseH- prImIng unit built to handle tlquW transfer In
IBM OW1V op011410M. Contact the factory for application assistance.
The fO Series pumps WMM be MslaW with the ixlmp t >{! arrow pok*M In the direction of now within the system if the
arrow hWbuft flow Is tort In the direction required, iirwve the' houWag Screws QWn 1) hokling the housing to the motor bracket wW rotate the housing
A8110ft as ptwn 4 U11v ply then Screws ate Into en. 'Me pump Is combed of a wet and assembly which cwt be separated by ur whtg the
rear (110rtg are The Pt�f, parts. The liquid will be c ordah'teti within rite wet and sailammy unim the soon (Item 14) M the
�a Bnishkm motors must be operatOd within a restricted wattage (aiglo Clue to the electronics In the motor. 'rho rod leed t9 po94h/e &
e Ian tive. The ranne for 12 Y.D.C. motors is 10V to 14V and them rang k r let V -1].r: metma In MV In 2At)
12V DC & 24V CC
SPECIFICATIONS
max R" -•• ---fin
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apt' MPT
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314° WFr
8i aw WT
MW 11" nal
Proem" bar
160
60
ISO
30
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180
f0
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260
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121
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E A r E 8
r di l
tr f t
Y
o 2"Non- CFC'Fogm Insulgrion
Foam insulation saves fuel by retarding heat loss.
* Fused C'eraMlc Shield
plied under pressure and fired at 160ooF to completely cover the tank interior.
7 /s provides a tough interior. surface for storage tanks and maximum protection
against the wlv- dnq effecTs of high-volume and hlyh- temperature hot gamer.
• Anode Rod
Promote longer tank life through even distdbudon, for protecdon against
conosion of tank lnmerlor.
• FactOPY-SUPPMed Top TO Pasture and Pressure
Relief valve
Fedory-instaNed Dielectirk Nipples
* PrO- lred Sensor lead
From storage sensor mounting stud to top of tank.
Does not Include sensor
Water cannedans
Accessible fmm four factory- Installed 314° dielectric nipples located on top
of tank
45 att bleating Element and
Automatic Thern ostat
Where a back -up system is .d.
- UL Usted
lel # . SE62 -•80H -0458
Capacity
80
t Wtr Cann.
60.25
;et DIatneter
24
t Top of Tank
59.26
t Top T &P
59.25
T x. Ship Wght
191
SE62. 119R• -04,"7 a
119
672
28
61.8
61.5
278
6-Year United Tank Warranty
Heavy auge steel is automatically formed, rolled and
ded
wel to assure continuous .seams for Fused Ceramic
Shield "fining, Each tank is triple tested to ensure qual-
ity.
6-year purrs Warranty
Original factory parts warranted for 6 years.
copyrl0ty by American Water Fleatesr Company 2005. h ()r cornpfOt warrantylr'forrnation consult the written womanly of
All rights rese'rve:cl Amerlcart Water Neater c.'atnfxrny at (800) 999-Y 'V 1,i.
h�ANLJFAC:
Crystal Clear— Selective
The C'ryst ai �'iear "So {ar-Seiec
growth pr of ection s oramati call v : n crease the surface area of the absorber plate V Tate farMe� I Ir Alloy. Thousands of nanocrystall me
performance. c, ystai clear —nas been tested for over u,So hours at 637 -F continuously with milnimai v Bible or physical
and
degradation o, rsthermat characteristics. Furthermore, Crystal Clear— enhances the thermal performanceof the
absorberst'yar,aiditnvnat3%. The fini shedcoalinghostsanAbsorptivityof >o.g6 &Emissivityofco.08
THERMAFIN"A Absorbers
AETl" ttodu< edTMERMAFIN" aosorbersinto the AE-Series COI iecctsrnzgg6. Through extensiveresearchand
9evelopmert, we have employe,, the best heat transfer method in the world today. THERMAFIN'sh,gh- frequency,
orge weld cuoress Motetularly bonds the fin to the tube providing long-lasting pertormance and durabilltywhile
It low' ng the highest heat conduction. The high frequency welded joints will not weaken, expand, o
ire backed by a writtan jo year guarantee. r pail apart and
'lectro statical Iy Painted C- Channel Construction
rur AE -Series aliectur frames are fabricated m our state -of- the -art manufacturing plant located in :acksonvillr, Florida.
rafted sing a ;u ; >>n n, extrusion., with Ole"tr;;starically appUcd bronze polyester paint and securely fastened with aircraft
fade Pin 9"P F, vet5, AE . Series Collectors are built to withstand the most dernandinn
!ries "Flat Panel" SolarThernsal
rs, manufactured in The united
)f America by Alternate Energy
es (AEI), are designed to meet
)f any solar system. Clur expert
?am wil l assist in sizing any job
vide hot water, space heating,
iant floor heating or industrial
cess heat. AET is dedicated to
(ding our AE- Series Collectors
t the finest materials and with
st standards of craftsmanship,
Al I AE- Series r ®I leet®rs Future:
*Wind load tested to allowable loads of 51 PSF
*Crystal Clear- selective coatings
'Extruded aluminum frame and battens
- Thermaxtt" izolyisocyanurate foam insulation
*Aircraft aluminum pin grip rivets
030+ year design life
oao year warranty
*Proudly made in the U.S.A.
- THERMAFIN ", absorber plates
-Quick -lock mounting hardware
ON
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° All spectfkxidons & date are based on pumpinp water & are intended as a gufdefine only. SpaWflaaltons may vary with different molars.
Follow all local electrical and safety nodes. and the Occupational Safety and Health Ad (081-K). Make
certain that the per source co nfomms to the requirements of yaw equipment. sways dlsummnect power muce before PwMm*m any work or or near
the AwAric motor. Cauttol must be exerdsed to releve any pressure in the system and in dmb**y hot water from the pump or the system. March
onnnot recommend Me 009 Swiss out of bronze where the Uqudd is used for human consumption per California Law due to the proserwe of lend.
The motor can he uuntoved from the wet end assembly without dn*thV the Oquid from the system. To do so rwmave four mean (item 1) and allele the
motor assembly away. If parts Inside the wet end assembly must be removed. Isolate the pump of druutn the system. When the system Is drained and
cool, remove Hie fate screws (Ito m 14) from the rear of the houWq. The rear housing can now be romoved. Remaining pump parts can be remcwed.
Replace any worn or damaged parts. Replace the "O" ring anytime the rear he rAnig Is removed.
t'S 1(i 2 ..Q 1 yr_.
2.� 114 G 1� 1�' ..a: o i
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Pumpo, Elim*rk*Ny Opmutedo Uquid - Compomnt
Ifionaw I*Mmft fu Pumpa. m=Imb
SOL" "vDR6fms cow emool
1423 WJNN HWY
ODWSA, FL 33556 USA
CbVWWOW pumps, M*dqje S••AR, no-OR-MS, 00". W9-PL-M8.
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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 ws to verity initial performance conditions and quality of construction only. The resulting
certification is not a guarantee of long term performance or durability.
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 c9 -1I
Efficiency Equations
n = 72.0 - 501 (Ti -Ta) /I
n= 70.4 - 346 (Ti -Ta)/I - 1605 ((Ti -Ta) /112
n = 72.0 - 88 (Ti -Ta) /I
n = 70.4 - 61 (Ti -Ta) /I - 50 [(Ti- Ta) /If
Units of (Ti -Ta) /I are °C / Watt/m2 Units of (Ti -Ta) /l are OF / Btu/hr -ftz
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/ttR) distributed over a 10 hour period.
Output energy ratings for this collector based on the second -order efficiency curve are:
Collector Temperature
Low Temperature, 35 °C (95 °F)
Intermediate Temperature, 50 °C (122 °F)
High Temperature, 100 °C (212 °F)
REFFR c rt+
Energy Output
44,300 Kilojoules /day
36,300 Kilojoules /day
12,200 Kilojoules /day
42,000 Btu /day
34,400 Btu/day
11,600 Btu/day
FLORIDA SOLAR ENERa CENTER'
Y
Approved Solar Energy System
Approval Date., December 1991
FSBC fil 89022 RevWon DaW: July 2011
One C Q11actor PunWo
PV MWULE
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Solar Tank
SOLAR. ENE|4;Y�`
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FSEC 89022. ReViSi0DDa1c: July 2011
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_- _
DISTRIBUTOR 8Y871"M
Solar Rydronics Con/. (}PV'80'40
1423 Gunn Highway
Cdmma Florida 33556
This oystern was tYalVmwl 6u the P|orida SVR[ Rnurov`_-'r (PSGC) in =uordmnut with the Florida
StondAxdb Program for Solar Donnoblic Water anti Pool I.Idpting Systems (F0[IC' Standard 104'10) and was
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SCOPE OF WORK: DESIGNED PER: WIND LOAD: WIND: RISK CATEGORY II SOLAR SYSTEM COLLECTOR: APPLICABLE CODE: [DID :-.F-._
o- RaBED OR ELECTRONIC SEAL, MAY NOT BE USED FOR PLANS ON FILE.
RMIT PULLED REQUIRES A SEALED ELECTRONIC PLAN OR SEALED ORIGINAL
STALLATION OF A 601AR WATER HEATNO ABCE 7.10 ODEL AE- 211AE- 2NAE- 2WAE•2WAE- 3Z6E•4W 2010 FLORIDA BUILDING CODE APE
SYSTEM WPTH ARooF TOP COLLECTOR DESIGNED FOR 200 MPH EXPOSURE CAtEGORY D MBC2 „MSC.32 /MSCdOBHC- 21MC32/SHC•40
DOMESTIC HOT WATER IDHW{ INSTALLATION NOTES:
GENERAL THIS DRAWING AND THESPEOFlCATIONS HEREON ESTABLISH THE MINIMUM REQUIREMENTS FOR DHW
QU�ON BUILDINGS IN FLORIDA60 FEET OR LESS IN HEIGHT AND AT ROOF ANGLES FROM FLAT UP TO 45 DEGREES PER
THIS PARTICULAR INSTALLATION DOCUMENT,Thete Edge DHWSOIAR PANELS MAY BE INSTALLED PAPALLELTO THE ROOF
PLANE WITHHOLD DOWNS FLUSH ON TOP OF THE UPPER SURFACE OFTHE ROOF COVERING OR TILTED -UPTO ACHIEVE
BETTER SOLAR COLLECTION. FWSH -MOUNT SHALL REQUIRE 4- ANCHORS' (3/8 -INCH DIAMETER ORS,
CORROSION RESISTANT STEEL) PZ -2, EXPOSURES 8 C, D IN ALL WIND ZONES UP TO
AND INCLUDING Zoo WE- ANCHORS CAN EITHER BE, AT CONTRACTORS CHOICE, 4- ANCHORS FOR ASINGLE
COLLECTOR OR CH Wft O COLLECrORSTHRU USE OF APPROVED RACKING TOTIETKE TWO COLLECTORS
TOGETHER -SEE FIGURE I TILT -W 6 PERMHTFD ONLY WITH THE FOLLOWING STIPULATIONS: A) NO INSTALLATIONS OUTSIDE
OF PRESSURE ZONE 1; e) USE ONLY OEM HARDWARE OMM 814 TEM PERK C) COUECTOR LONG AXIS HORIZONTAL
AND 3D DEGREES MAKIMUMTRTANGLE: D) WIND ZONE 140 MPH AND LESS REQUEtE 4- ANCHORS PER TILT-UP COLLECTOR; F)
WIND ZONESGREATERTHAN 140 MPH REQUIRE 6 ANCHORS PERTRT -UP COLLECTOR AND MINIMUM TILT POLE WALL
THICKNESS OF IXTH -INCH. CONTRACTORSHALLKEEP LAG BOLT LOADINGTO UNDERS28 POUNDS OF UPLIFT. REFER TO
WDYD LOAD CAIOIUUgNE ATHTTP.//W W W.CADVIC - U5/SW/WINOLOAOCAI.CULATIONSPDF
WHEN LAG UMRISEKCEED CONTPACTOfl SHALL USE MORE LAGS, J-BOLTSORALL-THREAD ROD. FOURJ -BOLTS OR
ALL THREAD RODS CAN HANDLE THE LOAD OF 2 -EACH, 40SF SOLAR COLLECTORS IN ALL LOADING CASES ON THE CHART.
WHEN SPRAYING INTO P22, INCREASE ANCHORS 50% ON THE PORTION OF THE COLLECTOR IN PE. ABSOLUTELY NO
INSTALLATIONS S IN PZ3.
70TEE I.eve+Edge DHW COLLECT ORS HAVE PASSED MWNO TESTING LABS WIND LOAD TESTING OF •102 PSF PER ASTM
E330(MTLFIE NUMBER95- f249).7H15 ENGINEER KAS EVALUATED THE INSTALLATION COMPOSE NISAND HARDWARE
CURRENTLY PROVIDED BY TIM twmEdge AS OEM INSTALLATION KITS AND FOUND THEM TO MEET THE REQUIREMENTS OF
THE FLORIDA BUILDING CODE CURRENT AS OF THE DATE OF THIS PLAN. THERE SHALL BE NO SUBSTITUTION OF OTHER
VENDOR MATERIALS WITHOUT PRIOR APPROVAL OF THIS ENGINEER THRU TheU— Edge.
HARDWARE: THIS ENGINEER HAS DETERMINED THAT THE HOLD-DOWN HARDWARE AND FASTENERS SUPPUED BY The
LevetEdge WILL WITHSTAND HURRICANE FORCE WINDS UPTO AND INCLUDING 200 MPH 3- SECOND GUSTS. THE ONLY
REMAINING VARIABLE OF SIGNIFICANCE IS THEATTACHMENT OF THE HOLD DOWNS TOTHE UNDERLYING ROOF SYSTEM
USING OEM HARDWARE LAGGING OF TLE CHIN COLLECTORS FOR FLUSH MOUNT INSTALLATION (PARALLEL WITH THE ROOF
SURFACE AND AS CLOSE THERETO AS PERMnTED BY OEM HARDWARE) SHALL BE ALLOWED IN EXPOSURE CATEGORY AND C
AND IN BOTH PZIAND P22 AT MEAN ROOF HEIGHTS OF 60-FT OR LESS AND IN ALL WIND ZONES THRU 200 MPH SO LONG AS
THE FOLLOWING CAUTIONARY RULES ARE OBSERVED. LAGS WALL 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 HnnNG UNDERLYING RAFTERS
OR TRUSSES AND TO AVOID WOOD SPLITTING.
SPECIa.PROCEDURESTO USE WHEN, IN THE INSTALLER'S OPINION, HITTING THE CENTER OF TRUSS OR RAFTER WITH ALAG
CANNOT BE ASSURE). ETHER USE 3/9 INCH (MIN) *r SOLTGW31NG THE TRUSS /RAFTER OR 3/9 INCH DWMETER(MIN)
ALL THREAD ROD PLUS STANDARD FENDER & LOCK WASHERS AND NUTT14RU MINIMUM 4- BY 4- BY 9' BLOCKING ON THE
UNDERSIDE OF THE ROOF SHEETING. WHERE BLOCKNG METHOD S USED, INSTALLER SHALL APPLY A GENEROUS BEAD OF
CONSTRUCTION ADHESIVE FOR MINIMUM OF I FT ALONG THE NEAR JOINTS OF THE ROOF TRUSS AND SHEETING ON EACH
TRUSSON BOTH SIDESOFTHE BLOCKING -SEE FIGURE 2 ON THISSHEET.
PLUMBING SHALL BE PER FIGURE L FLORI DA PLUMBING CODE SKALL BE ADHERED TO. PARTICULAR ATTENTION SHALL BE
GIVEN TOPROTECTION AGAINST OVER - PRESSURE AND FREEZING -PER FLORIDA MECHANICAL CODE, CHAPTER 14, AND PER
The Le Edge INSTALLATION INSDRICTIONS.THS DRAWING SHOWS THE -D' VERSION PLUMBING. HOWEVER THERE ARE
OTHER VARIANTS (PHOTO - VOLTAIC PUMP, INDIRECT, AND /OR DRAIN-BACK) WHICH, ALTHOUGH NOT SPECIFICALLY SHOWN
HEREON, ARE COVERED BYTHIS SEALED DRAWING -50 LONG AS INSTALLED PER TAeL —Edge INSTALLATION INSTRUCTORS
WATERPROOFING INSTALLER SHALL ADHERE TO REQUIREMENTS OF PIC CHAPTER 15 (ROOFING) AND BEST PRACTICES OF THE
RCAII ROOFING✓R WATERPROOFING MANUAL TO ENSURETKAT THE SOLAR INSTALLATION DOES NOT CAUSE Rom LFAKSAT
INITIAL INSTALLATION OR AS THE SYSTEM'A6W.
QUESRONB:INSTALLERS, AtfTIRORIT� HAW NG JURISDICTION, OR OTHERS HAVING QUESTIONS OR DIFFERING CONDITIONS,
YN�WNTACT7HS ENGINEER DIRECTLY -CET• 8136507246, E-MAIL' ALLENQGEZELMANPECOM
NOTICE TO AHJ,CONTIIAC TOR, OWPER , &m -ffni TERI3TEDPARn6(oIP):TH6mm PROVIDES
ENGOImt- SEALED DETAILS &SPECIFICATIONS FOR INSTALLATION OF BOTH AE &MORNING STARCORPORATION N'aQ SOAR
DOMESTICHOTWATER SYSTEMS. AE & MSCARE MADE INTHESAW PLANTBYTHESANE MANUFACfURDLWMIETH REARE
SUGHT PHYSICAL DIFEERENCES , THESE SYSIENSARE EQUIVAIJNTSTRUC URALY, HYDRAULICALLY, &THERMAU.Y.AE DETAILS ARE
SHOWN ON THIS PLAN SHEET, BECAUSEAE GTHE VOLUME LEADER MSC DETAILS MAY BE VIEWED AT; htWj/wwwmtr4Nr.4 W
ALL AFFIDAVITS, DESIGNS, OPINIONS, CALCULATIONS & OTHER ENGINEERING SERVICES PROVIDED BY ALLEN
GEZELMAN PE AND HIS ASSOCIATES ON ANY AND ALL PROJECTS ARE SUBJECT TO THE PROVISIONS OF EJCDC C-7co
(ENGINEERS JOINT CONSTRUCTION DOCUMENT COMMITTEE - STANDARD GENERAL CONDITIONS OF THE
CONSTRUCTION CONTRACT) CURRENT AT THE TIME THOSE OBJECTING TO SAID EJCDC 0.700 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 0.700 MAY BE VIEWED AT:
HTTP9 /GEZELMMIPECOMJREFE lENCE,AGM.7W.PDF
DIRC-
CT'D'BYSTEM
THIS DRAW
NG SHOWS The WI.Edge DH W
'WU)DtWUPWEMANDMPARHWMSW M5PWMNNG.
THEREAREOTHER ,WGHTLYDffFE(ENT,The W—Edge DHW SYSTEM
VARIANTSWHICH ARE ALSO COVERED SYTHISSFJLLED DRAV
NG.THIS IS 8ECALSETHEOUTICJLLDEh1EVT- THEOxUECTOR(S)AND ROOF
MOUNINGDETMISREMANTHESAMEWHETHER The La
Edge.DHWSWMBEMMWALLEDSA DIRECT."RECTORDRAIN -SACK
MODESVAIOHCAN 10 ODNFIGLJREDWTTH
ETHERANA/CORR PHOTO-VOLTAK :PUMP
� oRO CCONNTROUIDEIMMINU
I P
.COLLECTOR
SENSOR )
I
I
: I
I O
W o W X. AtA
I
I
SOLAR LOOP DRAIN
ISOLATION VALVE
SOLAR LOOP DM
EXPANSION TANK
DIFFERENTIA. CONTROL
MOTORS BALL VAL
ET
HOT WATER OUTLET
COLD WATER INLET
...
... SHUT OFF VALVE
BACKUP ELECTRIC ELEMENT'
�:•: ::. !:
DIP TUBE •••
:•:::•: :•: �.
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TANK DRIV
FIGURE 1
01 Bfn, c NT.B
❑D c,q ID
t =G1♦ -
-
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NTTP•/AWNW wNIJFALaxTM
NO PZ3 IN HVHZ
NIDTFi
COIJ.ELT0P8 MAY BE 01647
YHRICJU.LY OR FBDIH2ONTALLY
110lRRINO BRACKET � OEI'J1L BELOW
'
IIOIIRIB CNPI6 Qi B✓DE80R C01.LECIOR
@OB OiF OOLLECfQi
ROOF INSTALLATION DIAGRAM
BGIENT.B
� OoF
1 1
FRONT ELEVATION A PZ = PRESSURE ZONE
�
/J
r
ua -.,•a WZ =WIND ZONE
TWO COLLECTORS MAY BE
MOUNTED ON 12S ALUM. ANGLE
ATTACHED TO BOTTOM FRAME
WALL SPANNI
NG BOTH COLLECTORS
AND BINDLE SET OF OEM
HARDWARE
LroulcroR
FZ2 p
ROOFTRU88 — 7
Pza
SECTION A
BfN.E L4'• 1'Q
BHW COLLECTOR
MOUNTING BRACKE
SECURED BY
ALUM CUBE ALL - THREAD ROD.
4x4 BETWEEN TRUSSES
IN CONTACT WF PLYWOOD
PITCH PAN —
ALL THREAD
ROD
TILE ROOF: CUT OUT RECTANGLE FOR PITCH PAN,
INSTALL AND FILL W! 1 -PART POURABLE WATER PROOF
CONSTRUCTION SEALANT
ALTERNATE. TILE ROOF MOUNTING DETAIL
erns W_s RF
&Q
GURE 2
EXPLANATORY INFORMATION
ENLARGED VIEWING & HYI+ERIINKS:
PPINT VEI6IOV OF7HS PLAN PROVIDES MINIMUM INFORMATION NEEDED BY USERS.
ELECTRONICVE6ION (EV) PROVIDES MAGNIFIED VIEWING UPT06100%EV ALSO PROVIDES HYPE0INK ACCESS 700EM
MANUALS AND ABUNDANT OTHER SUPPLEMENTARY IWFORMATION.
EV MAY BEACCESSEDAT HTTPt// RNVW. GFZENEANPE .COMIGEMENLCJASLe.WH- lO.PDF
THERE ARETNREE PROPRIETARY PACK SYSIEVISAPPROYEDFOR USE WITH THIS PIAN.THESE MAYBE 16ED70 SUPPLEMENT
ORTO REPIACE7HE DETaiSSKOWN IN FIGURE 2. IN ALL CASTS REFERTO OEM DSTNUCTIONSFOfl DETalS/SYSTEM BEING
USED. IN THE EVENT OFA COMFLCTBEIWFEM OEM INSiRUCTIONSANO THIS P1AN, OEM INSTRUCTIONS SHALL PREVAIL
OEM MANUALS MAY BE ACCESSED ELECTRONICALLY USING THE FOLLOWING HYPERUNKS
HFTP.//NNJ W.UN6TRUT.[OM /N'ERAT URE/INDEXJMLPZDOC =N014&FG=1
HffPJ/ iMWW .IRONRmGE.COM/F1LE5/XIS/IRANPoOGE 7Da_2 WdL SYSTEMPDF
HFTPJ/WVJ W.UNDNCCOM/PDF/1122FPDF
STIRUCTIIRALIDADING:
THIS PLAN WAS ENGINEERED FOR THE ENTIRE STATE OF FLORIDA INCLUDING HVIQ.
THE SOIAfl EQUIPMENT RFPflF5E4TE) ON THIS PLAN IMPOSES A POSITIVE LOAD UPON THE ROOF STRUCTURE OF LESS THAN
aas. Mr UPLIFT PRESSURE casulAnoNS MAY BE VIEWED AT.
HFTPj/ 1VWW .GFZFIMANPE.COM /GENERIC/ZOIIDBC WINOCALCS.FRM
QUESTIONS REGARDING ROOF PRESSURE ZONES ARE REFERRED TO THE ASCE 10 DWGRAM FOUND ON PAGE 5 AT THE
ABOVE
UNRWC HYPERIDVK.
03 FIGURE 3
6CNE: NT.B
NOTE -THERE SHALL BE AT LEAST 4 HOLD -DOWN ATTACHMENTS FOR EACH SOLAR COLLECTOR ON A ROOF.
TYP. MOUNTING DETAIL ;im�e'unt
T
APPROVED RACKING
SYSTEM V1g CHANNEL NUT
P DI0. SPACER
OEM HOLD DOWN:
LASfIN10 (FFOS(DW OVERTRUSS;
EJtlSTNO ROOF TRUSS, 3/8' LAO BOLT OR
TOP CHORD J- BOLT (HOOKS TRUSS)
TYP. SHINGLE, MET, FLAT TILE DETAIL.
erALE,aa•r4•
APPROVED RACKING
=J - 1'OABPALmIEMO7FI SYSTEM W/CHANNEL NUT
ADJUSTFLIlWIW7TOPOFTO.E E)08TIN0 MEMBRANE 1'DW SPACER, LENGTH
ADJUST FLUSH WTTOP OF TILE
I APPROVED RACKING 1' DIA SPACER
I W7 WATERPROOF SEALANT
i EXIST. BARREL TILE
WHERE APPLICABLE EXI8TIN0 ROOF TRl186, OEM HOLD DOWN
FILL CAVITY UNDER TILE TOP CHORD IA�IO BOA 01TQRTRU9.x
YN EXPANSION CONST. FOAM 3S' LAO LT OR
J- BOLT (HOOKS TRUSS)
ALUM. TUBE TYP. BARREL TILE ROOF MOUNTING DETAIL
FRL N01•PART SHIN COLLECTOR
POURABLE WATERPROOF APPLY CONSTR EXISTING ROOF MOUNTING BRACia:'f
CONSTRUCTION SEALANT ADHESIVE MEDIUM EM HOLD DOWN:
BEAD BOTH SIDES OF LAOGINO (POSffION OVER TRUSS)
INTERFACE BETWEEN J•BOLT (INCH& TRUSfI
ROOF SHEETING AND BLOCKI 0(BETWEEN UBBES)
TRU8S SEALANT FOR WATERPROOFING
1 FOOT N EACH
DIRECTION STARTING
FROM '8PANNIER'TO
WHICH COLLECTOR
MOUNT FOOT -PAD IS
IfiIENlRIi: �FIi11' �f�f}UI'Id
�r
MOUNTING BRACKETS
,xA,c Nr.s
3V-16 FINISHED
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ALUMINUM
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TILT KIT -DECK ANCHOR
txb c. NT8
ddH
HINGE MOUNT
CUP
OEM FURNISHED FASTENER
�llC -20 X 1? HEX
CAP SCREW
30-18 X C HEX
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318' -18 X 1.9/4' HEX
CAP SCREW
TRIANGULAR MOUNTING
BRACKET
FI
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SPECIFICATIONS MEETTHE
REQUIIIEMEPIIS OFTHE d1RRENT
FLORID
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ALLEN OLZELNVIN
18502 HANNA RD.
LUTZ, FLORIDA 33548
PH. 813850 7248
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THIS IS
A BNC3LE
SHEET PLAN
SHEET NAME:
PERMIT SET
DRAWN:SB CHECf0�:A0
SHEET NO:
A.1.3.10
NO PZ3 IN HVHZ
NIDTFi
COIJ.ELT0P8 MAY BE 01647
YHRICJU.LY OR FBDIH2ONTALLY
110lRRINO BRACKET � OEI'J1L BELOW
'
IIOIIRIB CNPI6 Qi B✓DE80R C01.LECIOR
@OB OiF OOLLECfQi
ROOF INSTALLATION DIAGRAM
BGIENT.B
� OoF
1 1
FRONT ELEVATION A PZ = PRESSURE ZONE
�
/J
r
ua -.,•a WZ =WIND ZONE
TWO COLLECTORS MAY BE
MOUNTED ON 12S ALUM. ANGLE
ATTACHED TO BOTTOM FRAME
WALL SPANNI
NG BOTH COLLECTORS
AND BINDLE SET OF OEM
HARDWARE
LroulcroR
FZ2 p
ROOFTRU88 — 7
Pza
SECTION A
BfN.E L4'• 1'Q
BHW COLLECTOR
MOUNTING BRACKE
SECURED BY
ALUM CUBE ALL - THREAD ROD.
4x4 BETWEEN TRUSSES
IN CONTACT WF PLYWOOD
PITCH PAN —
ALL THREAD
ROD
TILE ROOF: CUT OUT RECTANGLE FOR PITCH PAN,
INSTALL AND FILL W! 1 -PART POURABLE WATER PROOF
CONSTRUCTION SEALANT
ALTERNATE. TILE ROOF MOUNTING DETAIL
erns W_s RF
&Q
GURE 2
EXPLANATORY INFORMATION
ENLARGED VIEWING & HYI+ERIINKS:
PPINT VEI6IOV OF7HS PLAN PROVIDES MINIMUM INFORMATION NEEDED BY USERS.
ELECTRONICVE6ION (EV) PROVIDES MAGNIFIED VIEWING UPT06100%EV ALSO PROVIDES HYPE0INK ACCESS 700EM
MANUALS AND ABUNDANT OTHER SUPPLEMENTARY IWFORMATION.
EV MAY BEACCESSEDAT HTTPt// RNVW. GFZENEANPE .COMIGEMENLCJASLe.WH- lO.PDF
THERE ARETNREE PROPRIETARY PACK SYSIEVISAPPROYEDFOR USE WITH THIS PIAN.THESE MAYBE 16ED70 SUPPLEMENT
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STIRUCTIIRALIDADING:
THIS PLAN WAS ENGINEERED FOR THE ENTIRE STATE OF FLORIDA INCLUDING HVIQ.
THE SOIAfl EQUIPMENT RFPflF5E4TE) ON THIS PLAN IMPOSES A POSITIVE LOAD UPON THE ROOF STRUCTURE OF LESS THAN
aas. Mr UPLIFT PRESSURE casulAnoNS MAY BE VIEWED AT.
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QUESTIONS REGARDING ROOF PRESSURE ZONES ARE REFERRED TO THE ASCE 10 DWGRAM FOUND ON PAGE 5 AT THE
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03 FIGURE 3
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NOTE -THERE SHALL BE AT LEAST 4 HOLD -DOWN ATTACHMENTS FOR EACH SOLAR COLLECTOR ON A ROOF.
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TOP CHORD J- BOLT (HOOKS TRUSS)
TYP. SHINGLE, MET, FLAT TILE DETAIL.
erALE,aa•r4•
APPROVED RACKING
=J - 1'OABPALmIEMO7FI SYSTEM W/CHANNEL NUT
ADJUSTFLIlWIW7TOPOFTO.E E)08TIN0 MEMBRANE 1'DW SPACER, LENGTH
ADJUST FLUSH WTTOP OF TILE
I APPROVED RACKING 1' DIA SPACER
I W7 WATERPROOF SEALANT
i EXIST. BARREL TILE
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POURABLE WATERPROOF APPLY CONSTR EXISTING ROOF MOUNTING BRACia:'f
CONSTRUCTION SEALANT ADHESIVE MEDIUM EM HOLD DOWN:
BEAD BOTH SIDES OF LAOGINO (POSffION OVER TRUSS)
INTERFACE BETWEEN J•BOLT (INCH& TRUSfI
ROOF SHEETING AND BLOCKI 0(BETWEEN UBBES)
TRU8S SEALANT FOR WATERPROOFING
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THIS IS
A BNC3LE
SHEET PLAN
SHEET NAME:
PERMIT SET
DRAWN:SB CHECf0�:A0
SHEET NO:
A.1.3.10
A BNC3LE
SHEET PLAN
SHEET NAME:
PERMIT SET
DRAWN:SB CHECf0�:A0
SHEET NO:
A.1.3.10