HomeMy WebLinkAbout14-15730 ' CITY OF Z PHYRHILLS -
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�� �sis� so-oozo 15730'
PLUMBI G PERMIT
-'LL� ;�" .� PERMIT`INFORMATION LOCATION;INFORMATION "�� ""y�"�'�;�'�"��` `�_. ,
Permit#:15730 Issued: 10/22/2014 Address: 6508 BRENTWOOD DR
Permit Type: PLUMBING ZEPHYRHILLS, FL.
Class of Work: PLUMBING/NEW Township: Range:
Proposed Use: NOT APPLICABLE Lot(s): Biock: Section:
Sq. Feet: Est. Value: Book: Page:
Cost: 8,000.00 Total Fees: 112.50 Subdivision: BRENTWOOD FIRST ADDITION
Amount Paid: 112.50 Date Paid: 10/22/201 Parcel Number: 04-26-21-0040-00000-0010
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�� . r� �CONTRACTOR_INF.ORMATI;O,N =. ,,.� OWNER�INF.ORMATION �:��':��>;��a���;���;���� ..
Name: STATE ENERGY CONSERVATION Name: CATRON HAROLD & ELAINE
Addr: 3999 W 1 ST STREET Address: 6508 BRENTWOOD DR
SANFORD FL 32771 ZEPHYRHILLS FL 33542-0623
Phone: (407)268-9180 Lic: Phone: (813)355-4055
Work Desc: INSTALLATION SOLAR WATERHEA ER
' - APPLICA ION FEES - • -
PLUMBING FEE 112.50
� INSPECTION REQ IRED �-
1ST ROUGH PLUMB
2ND ROUGH PLUMB
SEWER
WATER
FINAL �4 - '� f '
� 1��� �
� i�
REINSPECTION FEES: Reinspection fees will comply wi h Florida Statute 553.80 (2)(c)when extra inspection
trips are necessary due to any one of the following rea ons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not ade when inspections called d)work not ready for
inspection when called e) permit not posted on job site f) plans not a job site g)work not accessible.
NOTICE: In addition to the requirements of this permit, there ay be additional restrictions applicable to this property that
may be found in the public records of this county, and there. ay be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
The payment of inspection fees shall be made before any urther permits will be issued to the person owning same
"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 obta n financing,consult with your lender or an attorney
before recording your no ice of commencement."
Complete Plans, Specifications and Fee Must Accompany Appl cation. All work shall be performed in accordance with City
Codes and rdinances. \
CONTRACTOR PER OFFI
PERMIT EXPIRES IN 6 MONTHS W THOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 OUR NOTICE REQUIRED
PROTECT CARD F OM WEATHER
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City of ephyrhills
BUILDING PLAN EVIEW COMMENTS
Contractor/Homeowner: �ATE. EIUE G1� ONSER �4`ir o� A��AaJC�(J P��"L
D ate Received: �C� — � '� — � y
Site: 6 rJ�� � tJ l l,l) Q�
Permit Type: �NPt��o�i iA3��TE NEA�R SoLA� �a-r�R N��T�=�
Approved w/no comments: Approved w/the belo comments: ❑ Denied w/the below comments: ❑
�
This comment sheet shall be kept with the permit and/or plans.
�J U�
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Kalvin Sw r—�P Examiner D te Contractor and/or Homeowner
(Required when comments are present)
: a�saso-oozo Ciry of Zephyrhills Permit Application Fax-81&780-0021
- , Building D partment
, � .
�Date Received � n f nC1_G���
Phone Contact for P rmlttin �,tY-U
-T-7-i-I-i�r G
Owners Name S �" �+ l,l��� ��� Owner Phone Number �l3� 3�•
Owner's Address �! �� Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Tltleholder Address
JOB ADDRESS ��U�� Y• LOT# ��
SUBDIVISION �j{�rvwN �C 1� 'pARCEL ID U • �Q• 21' O� � ' OUC�L'�' p
(08TAINED FROM PROPERTY TA7(NOTICE)
WORK PROPOSED e NEW CONSTR e ADDlALT � SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM � OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FRAME � STEEL Q
DESCRIPTION OF WORK C � '==D'f— - - - D � � {L
BUILDING SIZE SQ FOOTAGE HEIGHT � -
QBUILDING $ VALUATION OF OTAL CONSTRUCTION
QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
�PLUMBING $ O�Q ���
OMECHANICAL $ VALUATION OF ECHANICAL INSTALLATION �L` ��
QGAS Q ROOFING Q SPECIALTY � OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZO E AREA �YES NO
BUILDER COMP Y
SIGNATURE REGISTE ED Y/ N FEE CURREA Y/N
Address License#
ELECTRICIAN COMP Y �
SIGNATURE REGISTE ED Y/ N FEE CURREA Y/N
Address License#
PLUMBER ,`�� COMP Y � S�r V�I.I I tA � i� �/��l.C�� O�/1
SIGNATURE � REGISTE ED Y/ N FEE U E� Y/N
Address � S� a , �1 I License# lJ/i �2
MECHANICAL COMP Y
SIGNATURE REGISTE ED Y/ N FEE CURREA Y/N
Address License#
OTHER COMP Y
SIGNATURE REGISTE ED Y! N FEECURREI. Y/N
Address License#
Illllllllllltlllllllllltltllllllltl IIIIIIIIIIIIIIIIIIIIII111111111
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of E ergy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Requir d onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster,Site Work Pertnit for subdi isionsAarge proJects
COMMERCIAL Attach(3)compiete sets of Buiiding Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Requir d onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Faciiities 8 1 dumpster.Site Work Pertnit for all ne projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for all NEW construction
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (AIC upgrade over$7500)
•• Agent(for the contractor)or Power of Attomey(for the owner)would be so eone with notarized letter from ovmer authorizing same
OVER THE COUNTER PERMIT'f1NG (Front of Application Only)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plo SurveylFootage)
Driveways-Not over Counter if on public roadways..needs ROW
� � NOTfCE OF DEED RESTRICTIONS: The undersigned und rstands that this permit may be subject to"deed"restrictions"
. which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RE PONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be required to be li ensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the own r and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are u certain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco Coun Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor r contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for whi they will be responsible. If you, as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RE OURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fe s may apply to the construction of new buildings,change of
use in existing buildings, or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and
90-07,as amended. The undersigned also understands, th t such fees, as may be due,will be identified at the time of
permitting. It is further understood that Transportation Imp ct Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final power release,the fees must be paid prior to permit i uance. Furthermore, if Pasco County Water/Sewer Impact
fees are due,they must be paid prior to permit issuance in a cordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statut s,as amended): If valuation of work is$2,500.00 or more,I
� certify that I, the applicant, have been provided with a opy of the "Florida Construction Lien Law—Homeowner's
Protection Guide"prepared by the Florida Department of A riculture and Consumer Affairs. If the applicant is someone
other than the"owner',I certify that I have obtained a copy the above described document and promise in good faith to
deliver it to the"owner'prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT• I certify that all t e information in this application is accurate and that all work
will be done in compliance with all applicable laws regulatin construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installat n as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all wor will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, nd land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other govern ent agencies may apply to the intended work,and that it is
my responsibility to identify what actions i must take to be in ompliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypre s Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management Dis rict-Welis, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navi able Waterways.
- Department of Health & Rehabilitative Servic s/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos batement.
- Federal Aviation Authority-Runways.
i understand that the following restrictions apply to the use o fill:
- Use of fill is not allowed in Flood Zone"V"unles expressly permitted.
- If the fill material is to be used in Flood Zo e "A", it is understood that a drainage plan addressing a
"compensating volume"will be submitted at tim of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction,I certify that fill will be used only to ill the area within the stem wall.
- If fill material is to be used in any area, I c rtify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely a ect adjacent properties,the owner may be cited for violating
the conditions of the building permit issued un er the attached permit application,for lots less than one(1)
acre which are elevated by fill,an engineered dr inage plan is required.
If I am the AGENT FOR THE OWNER,I promise in good fa th to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understa d that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or oth r installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter, or
set aside any provisions of the technical codes,nor shall is ance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction or viol tions of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced ithin six months of permit issuance,or if work authorized by
the permit is suspended or abandoned for a period of six(6 months after the time the work is commenced. An extension
may be requested, in writing,from the Building Official for period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases for ninety 90)consecutive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROP RTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE REC RDING YOUR NOTICE OF COMMEN .EMENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CO TRACTOR
Subscribed and swom to(or affirmed)before me this Su ibe and swom to(or affirmed�¢efore�e this
by � 1 by ��.Q�1 Yl JFYI�I"►'�
Who islare personally known to me or has/have produced i e or haslhave produced
as idenGfication. as identification.
�_
Notary Public Notary Public
Cammission No. Co mission No. t����� 1—L�Q
Name of Notary lyped,printed or stamped Na e of tary� Pgripted or stam��LYN AC KE P"�'.�'J
s�.,,
`r�• '`'' Notary Public-State of Fiono� +°
;,�` 'a�� My Comm.Expires Mar 12,2018
•;'F�F�d;: Cammission#FF 100996
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��.� � IIIIIIIINIIIIIIIIIIIIIIIIIII{Illlllllffllllllllllllllliflll
. 2014162641
� Rcpt,:1635490 Rec: 10.00
Permit Number DS: 0.00 IT: 0.00
Parcel ID Number " 10/14/14 K. Garcia, Dpty Clerk
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N O T 1 C E O F C O M M E N C E M E N T PRULR S 0'NEIL,Ph D PASCO CLERK & COMPTROLLER
10 1R4gK }�109! p�o 3135
State of Florida �- � y
THE UNDERSIGNED hereby gives notice that improvements will be made t certain real property, and in accordance with Section 713.13 of the
Florida Statutes,the following information is provid d in this NOTICE OF COM ENCEMENT.
1.Description of property(legal descripfion): ����_ � �-�
a)Street(job)Address: Y• Y � 1'� �
2.General description of improvements: CHANGE OUT OF A WATER ATE TO A SOtAR HOT WATER HEATER
3.Owner information or Le ee informatio if the Lessee contracted for t e improvement:
a)Name and address: �� r ' � �
b)Name and address of fee simple titleholder(if different than Owner liste above) ____
c)Interest in property:
4.Contractor fnformation
a)Name and address: STATE ENERGY CONSERVATION 3999 W.1 T STREET SANFORD FL 32771 _
b)Telephone No.: 407-268-91so Fax No.:(op6onal) 407-378-6255
5.Surety(if applicable,a copy of the payment bond is attached)
a)Name and address;
b)Telephone No.. _
c)Amount of Bond: $
6.Lender
a)Name and address: _
b)Telephone No.:
7.Persons within the State of Florida designated by Owner upon whom otices or other documents may be served as provided by Section
713.13(1)(a)7.,Florida Statutes:
a)Name and address:
b)Telephone No.: Fax No.:(optiona!)
8.a.ln addition to himself or herself,Owner designates _ of
to receive a copy of the Lienor s Notice as provided in Section 713.13(1 (b),Fiorida Statutes.
b)Phone Number of Person or entity designated by Owner•
9.Expiration date of notice of commencement(the expiration date may t be before the completion of construction and finai payment to the
contractor,but will be 1 ear from the date of recordin unless a differen date is s ecified: �2�
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFT R THE EXPIRATfON OF THE NOTICE OF COMMENCEMENT ARE
� CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I, EC710N 713.13,FLORIDA STATUTES,AND CAN RESULT IN YOUR
i PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTI E OF COMMENCEMENT MUST BE RECORDEO AND POSTED ON ,
i THE JOB SITE BEFflRE THE FIRST iNSPECTION. IF YOU INTEND 0 OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
� ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR N ICE OF COMMENCEMENT.
, Under pena ty of perjury,I decl re that I have ead the foregoing nofice of c mmencement and that the facts stated therein are true to the best of my
kn ge a d belief. T(�,�,� �^ �.,_Y�
�� �t;d 1 U
ign ture of ner or Lessee,or Owners or Lessee's(Author¢ed OfficedDirectodParfn dManager) (Print Name and Provide Signatory's TiUe/Office)
The fore ' instrument was acknowledged before me this ��' day of Q��__ �20 I'1 _
by - -------- --- —• as _.,^------- -�-•----•-- Ib'Pe of authority,e.g.officer,trustee,aUomey in fact)
for __ ,as _
ame of Person].� (type of authority,...e.g.officer,trustee,attomey in fad)
ro� S _
j � (nam of part on behalf of whom instrument was executed).
Personally Know � Produced ID �
Type of ID �� �b �/CQ�'� �-/�2�Notary Signature
Print name
,�����,,.. -
,o�►"`PUe��., ASHLYNACKERMAN
'_: :°�: Notary Publfc-State o1 Florida
:s�' 'o,;My Comm.Expires Mar 12,2018
�'rFOFf�d;;�• Commission�FF 100996
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STATE OF FLORiDA, COUNTY GF PA��q 3��9���s
THIS IS T0�CERTIFY THAT TH�F�f��GQIN�I�A ��°� b ' • �C��
TRUE AND CORRECT COPI'OF THE QQCUM�N� �
� • . �, � o �
ON FILE OR OF PUBLfC RECORD IN TH15 C�F�ICE
WITNE.,S MY HAND AN OFFICIAL S�AL7HIS � � ' ' , dx
S�\ In yodlve?rust 0
DAY OF 2� � ' _;'`� �
PAU A S! ' EIL, CL RK&COMPTROLL R � O ,
DEPUTY CLERK � ' Y��� �
BY ' � '
����OF FI.����
POWER OF 7TORNEY
I hereby name and appoin � ll f of STATE ENERGY CONS�ERVATION,
INC. to be my laurful attorney in fact to act for me a d apply to ` � � �l��11�� � for ,
solar work to be performed at a location described s:
Section_Township Range Lot Block
Parce) ID: Vo� `��1 ' '� `�' � (-.� '°' 2.-2--C�
`� 1 .� � Y1� �� ' � ����a-
Ad res of�ob
� f�t/��—l%��1�
Ow er o Property
And ta sign my name and do all things necessary to his appointment.
�� � � t i�i v t c.`f��
License#
������
Name of Cantractor(Print Name}
„� �../�
Signature af Contractor
Acknawledged: yZ�
Sworn to and subscribed before me an this�� Day f„� ��2014� � � �����
__------
W is personally known to who produced
As identification and who did not take oath.
State of Florida (� �
County of � � lt.1_�)0 t�-�-
`d �'.���y `�"
otary Public{ ' nature}
,.RY p�:
01,. ��,,, ASHCYN ACKERM N
__; ;°"c Nolary Public-State o Florida
;y` :��My Comm.Expires Mar 12,2018
����POF11bp�` Commission#FF 1 0996
� ��M'MA�RY' lNFC�RMA1'IUN S � EE� � :
FLO.lRIDA �+t)I.AR Ei'�i�R{G1P' CENT'ER t�ovember�aoz
1678 CLEARLAKE RC}At}, CQCOA,FLORiaA 32922-57d3 321)638-100Q FSEC#46Q901V
A�bi�.'C'�d1 q�R
Ccaftectc►r&��!
Afteme.te Energy Technolagies,L�C ��-'}Q
1057 N. Ellls Ro�d, Unit 4
Jacksonvitte,�iorida 32254 - `
7nis sotar calleckor wes evatuated by the Florida Solar Enargy Center{�S Cj in accorda�ttce with prescrlbed methods snd was(aur�d to meet the
, m�ntrnum standards ssfsblished by FSEC. rhis evaluatipn w�a besed on ar coUectorleste peNarmed al lhe�odycote Malerials Testing Canada
lnc.,Mississaug�,Qniario,Can8da.11teputpaseotlheEeslsisloverYyin lpedo►manr:acondiHonsandqualityoloonsinicfitcrnonly.Theresufling
ceriNicstlon is not a guarantee a!tong lsrm pet€o�rnsru�or dtarsa3lit�t.
DESCRt ON
Gross L.ength 3.080 rnete 10.10 teet
Gross Width 1.200 mate 3,94 feet
Gross Qepih 0.079 rnete 0.25 test
Gross Ar�ea 3.887 squa�meters 39.79 sc��are fe�t
Transparant Frantal Area 3.462 squa e rneter� 37.4� square 9eet
Votuma#rfic Capacity 6.1 titers 't.6 gallons
ltdtteight(empt�) 66.7 kifog ms 147.o paunds
�ecommet�ded Ntow fiate . tfi m�rs i.� gprn
Test Pressure 1 i 03 kPag 'i 80 Rsig
Number of Cover IPlates One
Flow Pattem Parai{�t Forced Clrcuiatton
Number af Ftowr Tubes Tan
MATEpI LS
Enclosure Aluminum frame,alurninum back �
�tazing 7etnpered iaw iron gtass,0.4Q cm thi k
Absorber Cc�pper t�bes welded to aop�er tins
Absqrber Gaating Seleclive coating
Insulatlon Foil faced polyisocyanurate, 3.2 cm th k
TH�l�MAL PEH RMANC�
Tested per ASHRAE 93-1986
tnciclent Angle Madiiier KTa=1.0-O.i 9 (cose-��
Efflctency Equa�iians
ry= 72.0 - �01 (TaTaj/( n= 72.0 - 88 {Ti-Te)/I
� = 70.4 - 346 (Fi-Ta)/I - 1605 [(Ti�Ta)/l]� �= 70.4 - 61 (Ti Ta�/l - 50 [(Ti-Ta)/I�
llnits of�Ti-Ta)N are °C/WatUm2 � Uniis ol(Ti-Ta)1!are °F/81ulhnftz
RAT1N
7he cu!lecto[�eas baen taied for energy autpuR on measured performan e and ars assumed slandsrd cfay. TaYat solar e�ergy avaNahie
tor 1ha standazd day is 5045 Weit hcutelrr�{1600 8lulft�}distributed o r a 10 hflur period.
outpul energy retirs�s for 1hls colleclor based on the second-arder emc ancy curoe are:
Callectat Temper+aiture Energ�t Cedput�j ,.T4T �7
Low 7em�erature..�°�.s{SJr°�} ti���T.�j��l�O�OlIj�C�+i���l`�1 j Lj t�,,
PR� �T r�c��t.�ll�5.���RIDA��I��:c�i 8tut�ay
intgmr�edlaQe Ternpera�ure,50°G(122°Fj �3��.�.�1°��il����YiRIC CODE�;�Q Btutday
High Temperatu:e,100'G(2�2°F� cC?���'�Q�,��b1�yh���Y�RDINA�CY��DQ E�tu�ciay
REF�R�NCE OQQ811�! "'. - - •
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REVI��U C�.4�'E��-�._�.___.
��TY OF?,�Pl�-��'#�Hl��.�
fi'LANS EX�N�li�l�Ft ��� �"
_ ; .
' FLC�RIDA SOLAR NERGY CENTER
�
1679 Clearlake Road,[ocoa,F 32922-57U3(321)638-1000
Appro�ed So�ar a�ergy Systea�e
FSEC;51175 Sep-94
Re�+ised Mar-10
DISTRIBUTOR SYSTEM
Solar Hydronia Corp. 0-80-�0 `
1423 Gu�n Highway
Odessa,Fl,33556
The system listed below was evaluated by the Florida Soi r Energy Center(FSECj in accordance with the Florida
Standards Program for Solar domestic Water and Pool H atin�Systems(FSEC-GP-80-7)and was fourtd to meet
the minimum s4andards established by FSEC.
Descri tion
/-designares various model suffixes
Collectar Mode! Units Totai Rating
1.Amer. Energy Tech. AE-40 1 3�,400 Btu
2.Amer.Ener�y Tech. MSG40 1 33,9q0 Btu
3.Solar Hydronics Corp. SHG40 1 3Q.,40D Btu
4.Amer. Energy Tech. AE-21 a 35,20� Btu
5.Amer.Energy Tech. MSG21 Z 34,800 Btu
6.Solar Hydronics Corp SHGZI 2� 35,20D Btn
Tank Model Capadty
p Direct 1.American 5E-62/112-80H-0455 80 gal.
� Int. Heat Exch. �
Pum Model Power Draw Rated Power
1.Taco 003-BC4 51.75 WATfs 1/�10 H.P.
�,�
2.Soiar Hydronics Corp. 003-BG4 51.75 WA7TS 1/40 H.P.
3.�iar Hydronics Curp. 063-V1'6C�i Futnpjc��t1 51.�5 YJaTTS xj 4G Fi.�.
Controller Madel
0 Dffferential Temperature 1.Independent Ene CM-30/G30/GL-3DLC0
� Absolute Tempe�ature 2.Solar Hyrdronics Co . _�� SHG30-LCO
� Thermasiphon 3.Steaa � 7R0-301-1-8-00
[] Other 4.IMC SOLR-2E1.C-10
5.Reso) DeitaSol BS/1
Freeze�r•dtection by:manuai drain,freeze proiection va�! e,andJor autcomafic rec�rc�ldtion.
Other
Major Companents 1.Eaton FP-45 Fraeze P otection Valve�(optional)
in addition to above. 2.Motorized Check Va e:Honeywell
If furtl�Ea�Bnformatio�is�equired you may contazt the FAo ida 5olar Ene�y Centef at the ahove add��ess.
. �
� •
� ` . , SOLAR WATER H ATING SYS�'E�il (AC) . �
0
vnRrous
QUAIVI'ITIES
AND SIZES
Q • .
VARIDUS'
4UArfTfTfES
AND 3iZES
RObF PENETRATION COLLECTOi3 OU7LET
AND F[ASHINO ROOF PEl�fRATIpN
AND FLA6tqN0
' � (SEE DETAIL BEL01N)
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11YIRE
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YOP fJF TAMK I `_`
PLUIIIBQdO OETAg.S \ j SOL
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SOLAR I *6 � COOL�6 ,
RETURfd� ( gp�R t2Q VAC ` CAP j
, �1d �8� �SUPPLY �� ' �/
:� C�IJ.E�'iOR DUTi.ET
AND ROOF FLqs}�10
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� � COlIPONENT LEOElQD
1i0T '3} a / I
�-'--f� "� j NO� DEHCRIPTION
�` -� � 1 SOLARSTORAGEf WATER HEATER
COLD �
'-�•--� IN �
i 9 D�FERH�ITIALTQ1Ap GONTAQL
TEMMPEEiq'{{JRE � 9.1B TQdP@tATURE6ENBQR(6)
&� I �• �, � � EI.C-CTRICAL
REUEF VAIVE `rl OS7AT �
8 TIIJG j 5 OATE'SHiJrOFF'VALVE
� 8' FREE2EPROT�CTION VALUE
I
I
� I 7 CtRCL1LJ1TiRN Pldd P
I
� � Q,43 L90LATICW BALL VALVE(S)
SYSTEM � 9,,4 B�o�,��8�
D AGRAM � 10 PRF.SSW3EREL�FVALVE
3 , I
' � 12 ANTI�THERN081PHQN VALVE
�j
17' Aff!VENT •
i� doc.�croR(e1
� Ot'TIONAL ITEM
1 d
� SOlARCOLLECTQR Cot'n�EO LARCOLLECTOR
C�R'FIFICA7iON AND RA73NG
StlFPt,t�R: ��?s E�y Tm�hnc�togEes
a11U!_ 8Si Enetpy CoYes CouR
Gt�sen Cave Spr(ngs,FL 3204,9 U5A
O�=�flO{E�TiFiED MOQ�L. Aitemate Energy A�jiO
� COLLECTOR TY'PE: G�azed FIBt-Plata
SRCCOC�-10t} CER71FtCA1i iJ#' 2�Q020D1P • •
QrEginel Certl n Date: 22-1JOV-02
COlL�CTOR THERMAL A ORMAIVCE RATlA1G
--:.-----�
�cllvwu33-7iaws Per Pa�net Per D$y Tho�teds o1 B?U Per Panef I�+er Day
�Gf�T��€7P.Y �R.�'AE� . MtLdLY CI.{}LlDY 'iE�ORY GI.EAR iUIt�DLY Cl.O[1tiY
�"I"i-Tal d3�1Y CI,QUDY DAY ('1'1-Ta) DAY C[.OUQY . DAY
(fi.�klM�/ (4'71Mfh/ (3,9 MII�I (200Q 8tu I (150Q Btu 1 {100U Btu!
c;��.rlayy m�.da m2.da } ft:day) ft�.dsy} Et�.day}
A (-,5`�Cr f�? 11.5 7.B (-8'F) 51.8 39.2 �6.6
I B E5"�} 13 Fi � t Q.i 6.4 8 {8•F} 4fi.2 34.5 21.9
'i C 2i7°C) 41.8 7,9 4.3 °F 38.6 2�.1 14.8
', �J_ �5t�"C:� T_f� 3.7 Q.B D 9Q°F 23,7 !s^.f 28.
� �„�? �.{ o.� o.o � tt�•� s.2 t.s a.o
s1-Noot Hee�ing(Wann C6mate)8-Pool WeaWig(Gaol Cihnate C-Vl�tor Neatfrtg(Wenn Cfimate)O-WaOer HeaHng{Coot
Ctimete}E-Atr fld�ioning
COL{,ECTOR 3PEGIFlCATIOtVS
��A��: 3.696 m2 38.79 it� hfet Ape�tuce Ar^+aa:3_48 m�37.4?li2
�rY�e�l9� �.4 k9 153.ib Piutd Capaclty; 8.1 iiter 1.8 gai
tcst Pre,s�cuna: 1103.KPe 160.psig
GOLLECTCIR MA7�tit►�S PrQSSUre Drop
Frame: Mod�ed Alum)num Flow AP
Cav�{Quter�: Low ltan Tetn�fered Glass mUs gpm Pa tn Fi20
cover{1nr�er): Nane
Ahsarber!Ulateeiai: Tube•Copper! Itt�la#ian Sidt� Patyisacyanetrste
P�1e-Capper
Absorber Coatlng; Seledive Coatlng I�sulatEon Batk: Pofyisocyenurate
rECttn�tcn��+t�o�r,�nnou
Emd�cy�ry,enon(NO't'�:eased on gro�area and(py�n 7'e] Y wTEr�PT sLOPE
S1 Units: r��0.891 �3.38sQ0 {P}!1 -o.0 9�8 {P}�li �-7� -�t.910 Wim?"C
IP UMts: �=0.891 -d.59821 (F?n -Q. 193 (P)�/I U,7p6 -0.855 HtulhC.R2,°F
IncWeM Mgtc NkQdtft�r[(S�1k�9-1.O�c8co80°] Te.�t FIuM: Water
Km=t -0.194 (5) -0.006 (S)� �Flow tit�te: 2�.1 mi/s.m2 0.0296 gpmfR2
Kra=1 -0.2Q (S) Linear FR
REMARKSc
Aprt1,28 2
Certlficallon must ba renewed annu Iry,1=or mrrent e�tus oor�tad:
SG11AR RATING&GER'i'l�tG T10N COttPQRAliQN
40d Fttgh Potni Dt{►+e,Sulte 400�Cacaa,F(ar3d� 8 a(32f)2i3-BtY37�Fatt(32i)82i-0910
�
2020 FBC wind caicuiatian�� ASCE 7- 0 2010 FBC
PG5 OF 1�PGS Al;en Gezelrnan, l.EEQ AP,CSI-CDT
3hese calcs accompany rny standard FL PE 5918Q
plans which bear raised seals.7herefore, 16502 Hanna Rd
Ctrese caics are deemed to be c�avered Lutz, FL 33549
by the seal borne by the base plart. Phone 813 909 1956
`fhase needing a separate sealed document E-mai!aiien@sezelmanpe.com
are requested to cantact me directly. Website www.�ezelrr�anpe.com
Caics for differing conditior►s available upo request
Calculated per Eqn 303-�. w/ASCE 7-7.0 tabu(ar value &2010 FBC Eqn.16-32
STAY C7UT O� PZ3 OR GET 51TE SPfCIF1C EN INEERING
Risk Category IfJ Vult 150, Exposure B cafculat d wind pressures are uplift, negative, PSF
� slope {-2:22 >2:12 <=6:12 >6:12�=12:12
mean hgt Pasd(1) Pasd(2} Pasd(1) Pasd(2) Pasd{�.j Pasd�2)
{20' 20.6 37 18.5 5 20.6 - 24.7
<25' 20.6 37 1$.5 S 20.6 24.7
��ni 2�.� 3? �,�.5 5 ?n� ?a 7
Risk Category 1(,Vult 150, Exposure G calculat d wind pressures are uplifk, negative, PSF
slope ��2:12 >2:12<�6:Z2 >6:12<�3.2:12
mean hgt Pasd(2} Pasd{2j Pasd{1) Pasd{2} Pasd{1� Pasd(2)
<20' 26.4 47.6 23.8 4 .9 26.4 31.7
{25` 27.6 49.7 24.9 4 .9 27.& 33.1
�3Q' 2$.8 51.8 25.9 4 .9 28.8 34.5
Risk Category I!,Vult 150, Exposure p calculat d wind pressures are uplifi, negative, PSF
slope <w2:12 >2.12<=6:12 >5:12�-1z:12
mean hgt Pasd{1) Pasd(2) Pasd{1} Pasd(2} Pasd(1,} Pasd�2}
�2d' 3 z.7 57.1 25.6 5 .� 31.7 3 5.�.
{25' 32.9 59.2 29.6 5 .9 32.9 39.5
�c30' 34.1 61,3 30.7 5 .9 34.1 40.9
,,,e'°'��.�xt x�:��R 9+;'`�s,.
��' `•�Ir. 'r.
`p��' ° S� ° '� •e
ro» �r- 7.���. .r
�� �
�, N O S 91 t3 '�
��n �.. � �...^:�` ����
���_ .�.�
�, sTar�� . ,,, b
.�
.,
��;,`t�l ,��P.•"'{tr�,
.�'- +.
°'°r SSti •��,��. • �1��,�i��O
rrtlr��`�}Vp�uenc�'��*4a
-" �.:_ ;- .:s��`�°<°.:r���. `.'�'�'a Ir �� I
`=y,.�.,i.:z;< <:t� T�'"r�3�' E�I s�`�i
.�,�,
� or�.��3_: �! �";�
r:a. .,�.�:= a,S � � i
µ� ,� ,,.� . i
r�;;_i�
t
�.•���- ^ � � '��.��
' _a-y'�'�c"a`.' - � `" _
.+,E:�,��' " � a�,yf'�:
. y?, �
,,: .;r�..=;:_i>.����.A�'���'i1l�F!'+G►'Y 7"�'�t'�d�►�.Q�'�'��, �.�:G'� =`:z,,s
..y �- '� �,T3�i: r ' ` , �',"::-^�',
s���s����...°':'+' ,`��;� ",'. `'��.�' °°5''�
. _ . _ �.. t:� -'--�- —---- — — --- r�.. ,i�`. ri.,M
. J� �
Glazing: /'��-�er�es Coliectqrs �bsorb�r Plate:
Law Iron te�ttpered glass, exclu�ively t�tith gXC�u�iV� - ���LCtiYg °CCySt�l C�eat'" inside �+�lanufactured by Therrnaffr�T''9 MFy.,
using aur"Hlgh T" Cempered glass, � 1Q0%copper absarber plate,
with a total solar�nergy kransmisslon Che fln and the r{ser tube are
of 9ttalo, moiecularly bonded by high-
. frequency forge welding:
' Collector Frame and Battens:
Type 6p63 T6 extruded aluminum Absorb�r Coattng:
frame anci battens wlth electrostatic Exclusively by Therrnatint"' Mfg.,
bronze plate ftNsh zhat facilttates a Selecttve"Crystal Clear"Caating.
long Iffe and strength. a= Q.96 e= 0.08
Insulation: 6asket cGrommets:
Palylsacyanurate foam baard A UV durable EPDM, U-channel
Insuiat�on. FoiE-faced, glass ffber- 9�sket with mo[ded eorcters whieh
+ef ,
�heaChing (i-1/4" i� the bed/3/�4" �ssures long NFe. Extruded Silicane
�'�°� �rommet with 1-1/8" Sore.
in the s[dewalls). ��� .
Ct►P�er I�r�cke�s
Maunting Hardware: Architectural aluminum an ies
The variable"Quick l.ock" mounting Inslde wlth alrcraft- rade gn
hardware reduces rn�untin� time ri r�vets to ensure FI P
and makes #t simpfe far anyone to 9 p g�
Install. The Quick Lo�k Syskem allows stablllty.
the hlghest f}exl6tlily !n_mounttng and , � ��������:
!s tested to allowabte loads oP 51 PSF -_ -
Mounting possibllft(es Include: Pitched Ca1C2ckar :q�:��� �4�-Z4 AE-�� AE-ZF� �,A�-��. ,�4�-�:D 5qS6 Aiuminum riveks secure
��� � the backsheet. 9atten serews
rooP, Flat roof, Gr�und, B�Icony, and . �. .���!� =8�,';„887 ��T.187 �7.1�� �:5,�,87 '�Z.�87 �2#,.1�7 are 1$-8 SS, 10-24 x 3/8", hex
- fiacade mounting. W,idth �In� ,��;�r�7 �5.T87 •47,3:87 ��.�87 ��.1�7 �7�.��7 he�d screws, �nd black oxlde
1�i�fgll�(f�) �,#.�� � 3.537 3,137 3.i3; 3.2�? 3.13� CoBted.
Design Life: 3D Years Gro�s �0.re� �z
Warranty: 10 Years { � ��'.� 2�.� � ��.� 2�7:� 31.8 ( �9..7
Working Pressete�. 165 PSI �tui�.C.�p"�ci�Y;'(.gal�� U.7t� 0;,7� a:�fl O:B� i.t�� 1.�� �acksh�et: ,
Flow R�te: 0.5 t� 1.8 GPM ��'fd.��ig�iC=�iii.s,y �� B�. 9i3 3� 113 �53 �'ype 3105-H14, 0.01,9" stucco
• {recornmended? ernbossed aluminum �heet (bronze)
pop-tive�ed to alumin�m frame.
, — - _-- - _ —.-�,.: ..�•�-,�.. -
- - � - _ � - - - -t= �
- �.ry�.� { :��:�-=m;�;.
��«..�;::..- ,� -
�- ,.�, �!}
''�5���.Q.�s_ ,_.. ''"'ti.:l:,.
,�.r�ypr f � ''.3t�Y����
�� .y., .���^:
i � '��.± ' �
_ :��'�.t�— _ ����_
CODE APPROVAL� ��_�e�,�e� ������t��,�
AE�Ser�es Co{lectors have been designed
and constructed to meet major applicablo [9►�oun�aaeg �Baa��v�ar� ���e��a�
• nationwide cod�s, including the followinq: Rack Mount Flush Mo�nt Standard Mount
Solar Rating and �erti�cation Cc�rporatior� System System System
SRCC Standard i0Q - Test Me�irods and ��
Minimum Standards for Certifying Solar � , / � /
Co!lectors (ASHRAE Std 93-1985) fi� � . ,, .
\` � � . �`z � i
'
��\��� �' ' /: �` �� / �.'''.✓.,�°
Florida Solar Energy Center - Test ���. '���-�� �� .x�
1 �,,� �,� y ;�.��� ,
Methods and Minimum Standards ,�`�. :�•� ,;' ` � `�,�� �'-
,� ,� ��
for So1ar Collectors �.. ! ,�� ��;�� �=
(RSHRAE Std 9�-.1986) AE-RM �.���> �� ``�'
'`�% � ,��j
� AE-FM j � ''� �
Miami.Testing Laboratory �`` J� c�. \`�'
AE-MH �i,
Wind Load Tesf.(ASTM E 3300) ��1 / �
Certifrcation No..94-1028.01 /, � -
Tilt Mount ��-► � �
International Association of Plumbing Assembly 0 �
Mechanicat Officia! {IAPMO} �
Uniform So1ar Energy Code (USEC) i" Aluminum � � so�
' File No. 5-5038 Squar�Tube—� �4� -
'� (strut} � Tilted oC�FcTO
Tnternatvonaf Testing � , Installation R
� Side View \
Bodycote Materials Testing Canacia inc. e� �
Report No. 02-08-05�3 _ �
- a
TUV Bayern Sach�n e.V (DIN 4757) AE1"� exclusive "Quick Lock" mounting systems allow for virtually any collector o�ientation
Report No. 286(�0399 ar�d mou�ting. Collectors can be mounted to any roof, vertical wall, fascia boards, pre-
- constructed racks or ground maunt systems. The framewall and mount have been certified
- Bundesforschungs - und Prufzen�rum Arsenal to withstand allowable loads of 51 PaF. The framewall will accept the mounts anywhere
DIVORM M 7714 - Order No. M 4 015 around the collector without drilling or tapping, so the integrity of the framewail is not
. _ violdted. The rear st�uts �an be cut to any l�r�gz�i allowin� prpp�r elevation and orientation.
- - - - _ - --, �.
_ _ _ _ _ ;;�� -
� : � bwY'ea�e��.�imtted Tar�k Wairrant�"'
` 5-Y�a�L��,it�� Parts Warranty�"
+�"� � e � r i� � e
�► „ . +�
At1 So�ar StorageTanks have a�used Cer mic � -
Shie�d applied �nder pressure ahd fire at °� �i � 'iF �,� �,.,�
1600 �ga catmp�etely caver the tank int rior �,
� This p�rovides a �ough interior surfac for � � ���
storage tanks and maximurn proce ion
against �he v�►earing efFe�ts o� high-vo! me _ �:�^.
and hi�h ternper�ture water. , r � � �"�:�s '
:,..
. _�;� �
i • 1°.Nan-CFC�oare�arasuiation , : ..�`:As
Faam insu9aeion saves fuel by retard�ng heat toss. ,. :,,;;:.
• Anode Rod ' ��".
� Pramates(onger tank life through even distributian,for rotecuo�► j€4` , �� °��
i+;:;; :.;�,
aga inst corros ion o f tan k interior. ,r.:., ��°= :�zF'
• �actary-SupptiedTopTemperatWreandPres ureRetiefVatve ���:�,;�; ;�'��"r�� �
• Facta nstalied Dtetectric Ni les �z�'��` ��'�
*Y-� pP '����� ��:;;.
• Pre-Wired�ensar Lead �:� °� :
,
Frosn stara e sensor mc�untin stutl to ta of taak. t =�';� ,' ,�,., �:' s
9 9 A y•k
Does noe indude sensac ' . "L°ri . , A-� .���- �'���°�
�.::�
i �.
• Water Cannectians t r"";4:;:��„� fy},.' ����l
i J��j":�j`?�°...^.e`� .,
rY-i � pP eslocated on tQ ; e'`� �`-s .:,,
Accessible from four facto nstalled 3/4 dielectric ni p �;�;��'�r r;. �: # -
oftank» ��"�r,�;;,;}l;�i:;�;�' t�
• 45t1d-Wa�tt Neating El�ment andAu#amatic errnostat �;�;r��:�-�,;:�:`�`�.'�.
1Nher�a back-up system is desired. � :� Z�;��`�� `
• l�ll.LIS9t� " .�:.::����,�.�-�.����'
t���s
",'';"`.�.r#�;�=,'` �
5"
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� .,.;�.;��-:wu2�
•_y;'.��,,;�.,��s"'���R.r��,rW'
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9.:�^,�;r,`��N�.G�# -�
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*For cc,mplere wnrranrylnfamia�lon consult rhe wrNnen wurronry of
rlmeri�an°G4tnrertterxrerComponyat(�OB)999-95i5. Bt�l�D+E�111� +�
���'��:'
�apyri�ht�by American"Wat�r Heater Company 2007. �""°�
All rights reserved. '
�asTO -o3a7
ttowrtdW�wr+kmafbeny�Yxdmtrm�h[aCbryfo�maMmY�4ekmadcnmheirajMMlgd�a��J �5�d6l�+ld'��+�'�M�a�1Rm�Mtomlr.b9Gt+nAaeirlcaiMkmUer4fCovptry
a
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, /.LwuaS ��C.::i
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art�uv
vuve
1�9R HFI4NT k891� APPR0IG '
1�d� 6A4tOH 1FRI�A 7iYPUf �! 9i'
NtffbfA 41Mq1Y mlpl. ilNi TM YJ9dif
A @ t
SE62-Bdf-0�55 Ep 6bi/A N 59-i/4 59-1/4 197
SEbF-S1SiF045S 119 62 2B 61-TR 61-fR 278
*Lh7titCL v1Arm:jC:t Wt,.�Ett��F1Cti CW.�.."t,?�:a't�!'i a1;nt7R72�.
$�7EC�1 'k1011
F{l1h{Sh altd i�S[di�Whel'e IndlOtCd,In accordance with tnahuf�civret's Instrucdans an in compi(ance whh a�rulPS and regutaClons of auchoHtles having jurisdlcticn.
scorage tank(s)shall be Amerltdn'Model as Manutactured yAmerlcan Water Hezrter Company.scorage tank(s}�have a nominal scorage
capacityaf ga$nns,recovery4f GPHat "Ftemperaw riseandsuppliedwithauxliiaryheatingeiementsratedac4.5KN/, vdt
Scorage k,nk(s)are hydrosSat(c tzsCed at 304 PSI havlr�a v�rorking press;ue of 15C P+S� d s�aG hsue a Fusad iera�t Shiel�Ir:f2malty(;r.ed tsrk ap�xd unde�p:eL:ura
andfiredat160D'Fa�ow}ngfo►maximumpratectlon.5toragetank(s)sha�beequippe w![h�napprovedptessureandtemperaturercNrfva}veTheouterjadcetingshalt
have a baked e�ramel8nfsh.The W ttksha6 be foam insutated wtth an EPA-apptaved,rto {PC m�terl�t 2'1n lhicimeu Stosagt tank(s}sha�havr a tryear tlmstrd warraaty
agalnst corroslon as oud�ned In the wrhren bvar�anry.
Arstri6uc d By:
Or�ler Entry a�rd�ales !P"a�od��ct Serulce�an�5appars
P.O.Box QOS6,500 Princetan Road P.O.Box 1597,500 Princeton Road
lohnson City,'TPt �76t1�-+�a56 1oi�nson City,Th; 3768S-1597
(BOp?93?-103� ($Qf}}99�•951 S
(BOp}581-7224 fax (8Q0)999-5Z'!0 Fax
P�as7az-oso� �
Napif[o�WiWMYtWyERR�J4Alf[dIrVJ�'IY111QNOEtqWINOfI/J�1dtlsKelClhqdfal�A13E6f9�tpmp�id WbJi10J1e(AOWcttil�mjiRCfL1@�fJyev�4�oWplf/aMio0c11o�.7�LiRY�ImnkFIWRRfIdRtICOfG�i/f
II ,
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KSBZ.E 0�69
Commercial Storage Tank a d Bvoster Water Neaters
Pape Bottom
Gommercia! Storage Tank a d Booster 1Mater LHeate�-s
See Genera! Information for Commercial Stora e Tank a�d Booster Water Neaters
AMERICAN WATER HEATER CO E70869
SlOd E FAIRVIEW AVE
JOHN50N CITY, TN 37601 USA
Commercial slectric storage tank water heaters, Ntodeis *STCE*-54 -84, 219, *ITCE*-50, -80, -124 First * may be repiaced by A
{ASME vessel}. Second * may be replaced with warranty period,
� Some models may also heve Food Service E ui ment Sanitation c rtification.
��.it UGii��6u �I'i ��vi•��-�:rl
Ouestions? Print this aaqe erms of Use Paae To�
02d14 U� I�C
When the UL Leaf Mark is on the product, orwhen the word "Enviro ment" is included in the UL Mark, please search the UL
Environment database far additionai in€ormation regarding this pro uct's certification.
The appearance of a company's name or product in this database qes noC in itself assure that products so identified have been
manufactured under UL's Follow-Up Service. Only those products b aring the UL Mark should be considered to be Certified and
covered under UL's Fallow-Up Service. Always Iook forthe Mark on he praduct.
Ul� permits the reproduction of the material contained in the Online Certification Directory subjeck to the following conditions: 1.
TF1P. Ci{�j(1p Jnform�tion, As�emb3ies, C'orstructions, i}esic�ns SystP s, ancif�r CPrtiFic�t�nns (files) must be nresented in rh�ir
entirety and in a non-misleading manner, without any rnanipulatio of the data (or drawings}. 2. The statement"Reprinted from
the Online Certifications Directory with permission from UL" must a pear adjacent ko the extracted material. In addition, the
reprinted material must inciude a copyright notice in the foifawi�g f rmat: "O 2414 UL LLC".
(
I
I
AUG 28 2014
SCUPS OF WORK: DESIGNED PER: WIND LOAD: WIND: RISK CATEGORY II S'J OLAR SYSTEM COLLECTOR: APPLICABLE CODE: vo1D WITHOUT RAISED OR ELECTRONIC SEAL.MAY NOT BE USED FOR PLANS ON FILE, I CERTIFYTHATTHIS DESIGN&
d EVERY PERMIT PULLED REQUIRES A SEALED ELECTRONIC PLAN OR SEALED ORIGINAL SPECIFICATIONS MEETTHE
INSTALLATION OFASOLAR WATER HEATING ASCE 1.10 MODEL:AE-21'AE-24/AE-26.'AE-2B/AE 321AE-401 2010 FLORIDA BUILDING CODE PAPER COPY OFTHIS PLAN REQUIREMENTS OF THE CURRENT
SYSTEM WITH A HOOF TOP COLLECTOR DESIGNED FOR 200 MPH EXPOSURE CATEGORY D AI$O21JK1s0-321 MSC-40:SHC-2115HC-321SHC40 FLORIDA BUILDING CODE.
A. ALLEN GEZELMAN'•
16502 HANNA RD.
LUTZ,FLORIDA 33549
The LeverEdge DOMESTIC HOT WATER(DHW) INSTALLATION NOTES:
PH.813 650 7246
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P. EHIS PART]LAR NSTALLATI N DOI UME T,Th, ,...Edge IGNSCL,AP NEE MAY BE PROE INSTNLRO PARALLEL
O DECREES.PER ND SR INSTALLED PLAN SHALL NS OT OLLED ONOT TIIE REQUIREAI PGR ENVELOPESURAT LIKE,SWINDOW,VC USSR.MPONENTS SUCH AS WINDOR WS,
SB0SES,E MOUNTED ABOVER NITS SHALL BEIBEA BE MONTE ALSOLAR L E RG SOLAR E ANDDEAR ITSOLDINCATION N LABEL. HE LLTORALISBEEON THIS L NC MFLPRIDALYWI AllanpOoze(lnren PR
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J s BETTER SOLAR COLLECTION.FLUSH-MOUNT SHALL REQUIRE 4-ANCHORS` 3/8-INCH DIAMETER CRS, 000F FRAMING FOR A PARALLEL MOUNT AND MODEST CHANGES IFTI LOOP.HOWE'✓ER,TIIE INTERNAL AND EXTERNAL COMPONENTS OF WIND PRESSURE DECOUPLE,C.O.THE ROOF RESISTS THE INTERNAL WIND HTTP://WWW.FSEC.UCF.EDU/EN/INDUSTRY/TESTING/STCOLLECTORS/HOTWATER_RATINGS/INOEX.HTM , L.-
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Z - OF PRESSUREZONE1,1))USE ONLYOEM HARDWARE-EXCEPT N14TEK5 PER FIGURE 2;Cl COLLECTOR LONG AXIS HORIZONTAL NO PZ3 IN HVHZ j FE P2? P2 �•
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w WIND ZON ES G BEATER TITAN 140 MPH RECD IRE 6 ANCHO RS PERTLY UP COLLECTOR ARE All RIM U M TI LT PO LE WALL ROOM ROOF TRUSS
L THICKNESS DL 1/RTH INCH.CONTRACTOR SHALL KEEP LAG BOLT LOADING TO UNDER 529 POUNDS OF UPLIFT.REFERTO
O _ WIND LOAD CALCULATIONS AT FITTP:/7WWW.CADVICE.US/SW/WINOLOADCALCULATI ONS.POF 1 S(IATr�.RNFLs I y/ '
LAF WHEN LAG LIMIT I5 EXCEEDED CONTRACTOR SHALL USE MORE LAGS,)-BOLTS OR ALL-THREAD RICO FOUR)-DOLTS OR
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U - TESTING.Th L erEdge DHW COLLECTORS HAVE PASSED MIAMI TESTING LAOS WIND LOAD TESTING OR 102 PSF PER ASTM dV \ PE.If 59780 kC -,
J U DYL.TROIMTL FILE NUMBER.95-12491 THIS ENGINEER H:S EVALLIATED TIED INSTALLATION COMEONENTS ANO FIAROWARE
U CURRENTLY PROVIDED BY The LeverEdge AS OEM INSTALLATION KITS AND FOUND THEM TO MEETTHE REQUIREMENTS OF {� A
THE FLORIDA BUILDING CODE CURRENT AS OF THE DATE OF TINSPLAN.TIERESHALL BENOSUBSTITUTION OF OTHER FRONT ELEVATION SECTION A
z VENDOR MATERIALS WITFIOLT PRIOR APPROVAL OFTHIS ENGINEER TIIRDThe LeverEdge O PZ =PRESSURE ZONE A,: ...,,..yam O
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CL THE FOLLOWING CAUTIONARY RULES ARE OBSERVED,M65 SHALL BE CORROSION RESISTANT STEEL,31$INCA DIAMETER V ALUO FLASHRNG I SYSTEM W/CHANNEL NUT 3603 E P.eIa1)ie Cr
O _rr. MINIMUM OR BETTER.LAOS SFIALL ACHIEVE AT LEAST 3.INCFIES OFTIIREAD EMBEDMENT IN RARER OR BLOCKING. TWO COLLECTORS MAY BE
V MEASUREMENTS MUST BE CAREFULLY MADE AND PILOT HOLES SHALL BE DRILLEDTO ENSURE HITTING UNDERLYING RAFTERS �f MOUNTED ON 1.25'ALUM.ANGLE EXIST GR00- Tamptl FL,33629
OR TRUSSES AND TO AVOID WOOD SPLITTING, if I ATTACHED TO BOTTOM FRAME 1.OIA.SPACER PH,813 919 9154
SPECIAL PROCEDURES TO USE WHEN,IN THE INSTALLER'S OPINION.HITTING THE CENTER OF TRUSS OR RAFTER WITH A LAG APPROV RACKING
(y'Q WALL SPANNING BOTH COLLECTORS W/WATERPROOF SEALANT FX,866 694 7251
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ALL THREAD ROD PLUS STANDARD FENDER&LOCK WASHERS AND NUT THRU MINIMUM 4"BUS 01 5'BLOCKING VAT HE HARDWARE OEM HOLD DOWN
UND CRS IU E or TIRE ROOF 5 HEETI NG WHERE BLOCKING METHOD IS USED,INSTALLER SHALL APP LY A GENEROUS BEAD OF CT
LAGGING(POSRION OVER TRUSS'
CONSTRUCTION ADHESIVE FOR MINIMUM OF I PTALONA THE NEAR JOINTS OF THE ROOF TRUSS AND SHEETING ON EACH EXISTING ROOF TRUSS, 3,5'LAG HOOT OR
TRUSS ON 00011 SIDES OF TFE BLOCKING-SEEP IGUREURE 2011 O ON THIS SHEET. TOP CHORD J-BOLT(HOOKS TRUSS)
PLUMBING SHALL BE PER FIGURE I.FLORIDA PLUMBING CODE SHALL BE ADHERED TO.PARTICUTARATTENTION SHALL BE ~O\ >✓ '
GIVEN TTO PROTECTION AGAINST OVERPRESSURE AND FREEZINO.-PER FLORIDA MECHANICAL CODE,CHAPTER 14,AND PER NOTE
TheLeverCAW INSTALLATION INSTRUCTIONS.THIS DRAWING SHOWS RYE-0'VERSION PLUMBING.HOWEVER,THERE ARE COLLECTORS MAY BE ORENFA Ok TYP.y, SHINGLE MET, FLAT TILE DETAIL.V OTHER VARIANTS(PHOTO OLTAIC POMP.INDIRECT.AND/OK DRAIN-RACK)WHICH,ALTHOUGH VBII NOT SPECIFICALLY SHOWN TICALLY OR HOPIQONTrALLY '�,,
HEREON.ARE COVERED BY THIS SEALED DRAWING-SO LONG AS INSTALLED PER The LeverEdge INSTALLATION INSTRUCTIONS. � .ACRE'11,,.- ^ , APPROVED RACKING
WATERPROOFING INSTALLER SHALL ADHERE TO REQUIREMENTS OF FBC CHAPTER 15(ROOFING)AND BEST PR::CTICES OFTHE MOLNINO BRACKET(SEE DETAL B�OYO / $VSTEM WI CHANNEL NUT
NRLA ROOFING&WATERPROOFING MANUAL TO ENSURE THAT TI IC SOLAR INSTALLATION DOES NOT CAUSE ROOF LEAKS AT MOUNTS LL CAN BE ON BOBS OR COLLECTOR 4 1'DIA SPACER'LENGTH VDIA.SPACER LENGTH
INITIAL INSTALLATION OR AS THE SYSTEM'ACES". gpS OF COLLECTOR \ �� ADJUST FLUSH W/TOP OF TILE' EXISTING MEMBRANE 1 1 '
QUESTIONS:INSTALLERS,AUTHORITIES RAVI NG JURISDICTION,OR OTHERS HAVING QUESTIONS OR DIFFERING CONDITIONS. 'a APPROVED RACKING ADJUST FLUSH WI TOP OF TILE I 1
MAY CONTACTTHIS ENGINEER DIRECTLY.CELL:813650JEAN EMAIL:ALLEN@GEZELMANPE.COM "\, i 1"O1A.SPACER
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ENGINEER-SEALED DETAILS&SPECIFICATIONS FOR INSTALLATION OF BOTH AC STAR CORPORATION(MSC)SOLAR WHERE APPLICABLE EXISTING ROOF TRU55, OEM HOLD DOWN.
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DOMESTIC HOT WATER SYSTEMS,AE&MSCARE MADE IN THE SAME PLANT BYTHE SAME MANUFACTURER.WHILETHERE ARE FILL CAVITY UNDER TILE TOP CHORD LAGGI No(POSITION OVER TRUSS
SUGHT PHY51CAL DIFFERENCES,THESE SYSTEMS ARE EQUIVALENT STRUCTURALLY.HYDRAULICALLY,&THERMALLY.AC DETAILS ARE WI EXPANSION CONET.FOAM 318"LAO BOLT OR
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ALUM.TUBE---.. TYP. BARREL TILE ROOF MOUNTING DETAIL O I
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ALL AFFIDAVITS, DESIGNS, OPINIONS. CALCULATIONS & OTHER ENGINEERING SERVICES PROVIDED BY ALLEN J BOLT OR LAG j POURABLE WATERPROOF-;\ APPLY CONSTR. EXISTING ROOF MOUNTING BRACKET L IE_■`
CONSTRUCTION ORAL,ET MOUNTING BRACKET----, ADHESIVE MEDIUM GEZELMAN PE AND HIS ASSOCIATES ON ANY AND ALL PROJECTS ARE SUBJECT TO THE PROVISIONS Or EJCDC CTHE ` OEM HOLD DOWN
(ENGINEERS JOINT CONSTRUCTION DOCUMENT COMMITTEE - STANDARD GENERAL CONDITIONS OF THE f BEAD BOTH SIDES OF LAGGING(POSITION OVER TRUSS) 1 1 1
CONSTRUCTION CONTRACT)CURRENT AT THE TIME.THOSE OBJECTING TO SAID EJCDC C-700 OR PROVISIONS / INTERFACE BETWEEN J.SOLT(HOOKS TRUSS) 1 1
THEREOF ARE DIRECTED NOT TO USE THE AFFIDAVIT,DESIGN,OPINION,CALCULATION OR OTHER ENGINEERING ROOF SHEETING AND -------.-.-••••-------.----------------- BLOCKING(BETWEEN TRUSSES) O
SERVICE OFFERED BY ALLEN GEZELMAN PE AND HIS ASSOCIATES ON THE PROJECT.EJCDC C-700 MAY BE VIEWED AT. I TRUSS I-SEALANT FOR WATERPROOFING
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