HomeMy WebLinkAbout14-15729 !`
I �
CITY OF ZE HYRHILLS _
5335-8T STREET �
- (sis)�s -0020 5729
PLUMBIN PERMIT °?
.i
" ' �' �' -'� PERMIT�:INFORMATION � ' LOCATION INFORMATfON����`�`��°"��`"�"" r�.�- °
Permit#:15729 Issued: 10/22/2014 Address: 6131 17TH ST
Permit Type: PLUMBING ZEPHYRHILLS, FL.
Class of Work: PLUMBING/NEW Township: Range:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Sq. Feet: Est. Value: Book: Page:
Cost: 8,000.00 Total Fees: 112.50 Subdivision: CITY OF ZEPHYRHILLS
Amount Paid: Date Paid: Parcel Number: 02-26-21-0180-00000-0220
, ,, ._ .. , . . --.. _ . _
� • �.. CONTRACT,OR,INFORMATION OWNER INFORMATION 'n,. .::r�:`- � ����
a x
Name: STATE ENERGY CONSERVATION Name: BURDIN, MARY
Addr: 3999 W 1 ST STREET Address: 6131 17TH ST
SANFORD FL 32771 ZEPHYRHILLS, FL. 33542
Phone: (407)268-9180 Lic: Phone: (813)788-9153
Work Desc: INSTALLATION SOLAR WATER HE TER
- APPLICA ION FEES y� �
PLUMBING FEE 112.50
INSPECTION REQUIRED
1ST ROUGH PLUMB
2ND ROUGH PLUMB
SEWER
WATER
FINAL ��� —ca, —iy
�1=�Ai��L � -
� �
�.I �=`3
REINSPECTION FEES: Reinspection fees will comply w th Florida Statute 553.80 (2)(c) when extra inspection
trips are necessary due to any one of the following re sons: a)wrong address b) condemned work resulting
from faulty construction c) repairs or corrections no made when inspections called d) work not ready for
inspection when called e) permit not posted on jo site fl plans not a job site g)work not accessible.
NOTICE: In addition to the requirements of this permit, ther may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water managemen , state agencies or federal agencies.
The payment of inspection fees shall be made before an further permits will be issued to the person owning same
"Warning to owner: Your failure to record a notice f commencement may result in your paying twice for
improvements to your property. If you intend to obt in financing,consult with your lender or an attorney
before recording your n tice of commencement."
Complete Plans, Specifications and Fee Must Accompany Ap lication. All work shall be performed in accordance with City
Codes and Ordinances.
CONTRACTOR PER OFFI
PERMIT EXPIRES IN 6 MONTHS ITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
F�'� ; _ ��.
.i::-r; �:
��'\` `�y- ,a u" a .
�
�. -q
�
City of Zephyrhills
BUILDING PLAN EVIEW COMMENTS
Contractor/Homeowner: ����C(�� f�Gl� NtAT NCa p T� kNER Gy
Date Received: �� — l � -- � y
Site: 6 � 3 � +� STRE�
Permit Type: �JJA"�ERHEA C CN 1�1�9 GE O�T S�LAR W�TE2 HEAT.r/Z
Approved w/no comments: Approved w/the belo comments: ❑ Denied w/the below comments: ❑
This comment s et � all be kept with the permit and/ r plans.
�- -- �
Kalvi — lans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
� . g. �
813-780-0020 City of Zephyrhills ermit Application F�-a��-�eo-ooz�
Building D paRment � �
Date Received phone Contactfor P Ittin `'�'�� 2-�� - ��a0
�7-rr'T-rrr An
Owners Name 1'�`0. �r�� Owner Phone Number ��✓' � �-�� JJ
Owners Address Uc 1�1 I�+h S�e�� Owner Phone Number
Fee Slmple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS �J� I��� S�"{" LOT# ��
I !, - .
SUBDIVISION �Q�� � I� PARCEL ID v2 2�r°�� y ��� u�u� - GZ
,�,/ (OBTAINEO FROM PROPERTY TA%NOTICE)
WORK PROPOSED B NEW CONSTR�ADD/ALT � 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 �V� C�Vt� (�l�L�-R '�S�-LY'f�r '� a sola� wcN-eY T��
BUILDING SIZE SQ FOOTAGE HEIGHT �
QBUILDING $ VALUATION OF OTAL CONSTRUCTION
QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
1[�PLUMBING $ �OO ���
OMECHANICAL $ VALUATION OF ECHANICAL INSTALLATION �`�
QGAS Q ROOFING Q SPECIAL � OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZO E AREA QYES NO
BUILDER COMP Y
SIGNATURE REGIST ED Y/ N FEE CURRE� Y/N
Address License#
ELECTRICIAN COMP Y
. SIGNATURE REGIST RED Y/ N FEE CURRE� Y/N
Address cense# ` �
PLUMBER ���� COMP Y � .{�t V U �
SIGNATURE REGIST RED / N FEE CURREt�� Y
Address ������ Q � ' I License# ��i�!i 1�J�
MECHANICAL COMP Y
SIGNATURE REGIST RED Y! N FEE CURRE� Y/N
Address License#
OTHER COMP Y
SIGNATURE REGIST RED Y/ N FEE CURREA Y/N
Address License#
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111111111111111111111111111111
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of nergy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Requi ed onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster,Site Work Pertnit for subd visions/large projects
� COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safet Page;(t)set of Energy Forms.R-O-W Permit for new construction.
' Minimum ten(10)working days after submittal date. Requi ed onsite,ConsWction Plans,Stormwater Plans w/Siit Fence installed,
' Sanitary Facilities&1 dumpster.Site Work Pertnit for all n w projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
""PROPERN SURVEY required for all NEW conslruc6o .
Directions:
Fill out application completely.
Owner 8 Contractor sign back of application,notarized
If over$2500,a Notice of Commencement Is requlred. (A/C upgrad over�7500)
" Agent(for the contractor)or Power of Attomey(for the owner)would be s meone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Appliration Only)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PI tlSurvey/Footage)
� Driveways-Not over Counter if on public roadways..needs ROW
:
NOTICE OF DEED RESTRICTIONS: The undersigned unde stands that this permit may be subject to"deed"restrictions" ,
which may be more restrictive than County regulations. The ndersigned 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 nsed 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 un ertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor o contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for whic they will be responsible. If you, as the owner sign as the
contractor,that may be an indication that he is not properly icensed 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, s 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 Impa t 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 is uance. Furthermore, if Pasco County Water/Sewer Impact
fees are due,they must be paid prior to permit issuance in ac ordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statut ,as amended): If valuation of work is$2,500.00 or more,I
certify that I, the applicant, have been provided with a c py of the "Florida Construction Lien Law—Homeowner's
Protection Guide"prepared by the Florida Department of Ag iculture and Consumer Affairs. If the applicant is someone
other than the"owner",I certify that I have obtained a copy o the above described document and promise in good faith to
deliver it to the"owne�'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 installati n as indicated. I certity 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, a d 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 Dist ict-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navi able Waterways.
- Department of Health & Rehabilitative Service /Environmental Health Unit-Welis, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos batement.
- Federal Aviation Authority-Runways.
I understand that the following restrictioris 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 Zon "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 ce ify 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 fai h to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understan that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or oth installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed ith the work and not as authority to violate,cancel,alter,or
set aside any provisions of the technical codes,nor shall iss ance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction or viola ions 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 TY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE REC RDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT C0IITRACTOR ./��C .�1'��� 1
Subscribed and swom to(or affirmed)before me this Sub rib d and sworn to(or af(irmed)before me this '/ n � crn�—f j"�
bY `-� by �C�YJL�i� ���`� � F—�V� l�1 c� /
Who is(are personally known to me or has/have produced Wh i areg ergona k wn t0 me or ha have produced
as identification. Ll ✓ V �[.QrL. s Identification.
Notary Public ' ' �'�"�� Notary Public
Commission No. Co mission No. � 1 �� 1��
Name of Notary typed,printed or stamped Na e of No ry t� v �or stamp�HLYN ACKERMAN
�r�� ���'.
_ . . ? Notary Public-State ot Florida
;,g' :a�;My Comm.Expires Mar 12,2oie
,,� �''.'„o����•' Commission # FF 100996 '
'=�, z ,� -_ - - ,
. --:�
�.s�� �����««4««���������4���������i`4�i������������f��«�� ; �
� ��� . .
2014156243
Rcpt,:1633262 Rec: 10.00
PermitNumber DS: 0.00 IT: 0.00
ParcelldNurnber ll�'� �2�—�ylR�^�—i�22a 10l02/14 !{. Garcia. Dpty Clerk
N O T t C E O F G Q M�M E N C E M E N T PRULA S.0'NEIL,Ph.D PRSCO CIERK & COMPTROLLER
.'. 10IO2J14 ���� � af����
Siate of Florida OR BK ��
.r•
THE t3NDERSlGNED hereby gives notice tFiat improvemenfs will�e made certain real property, and in eccordance with SeeEion 793.13 0€#he
Florida Statutes,the follawing information is provi d in this NOTICE OF CO MENCEMENT 2 4� r �r
1.Descriptian of propetty(legat descriptionj: �. �y V1 �J �� � 1� (.. �.Z
a)Street(job)Address: ) '��h .Q �Q Y i � l'3�( ��j � 5
2.General description of impCOVements: GHANGE OUT OF A WATE ATER TO A SOIAft H07 WATEE2 HEATER
3.Owner Information or Lessee information if the les$ee contracted for e improvement:
a}Name and address: �l� t 1 }h • `�{' � �1��l�S 3� '�.
b)Name and address of fee si ple titleholder(if different than Owner list above �_
�
c}Interesf in proper#y
4.Contractor Infortnation
a}Name and address: S7ATE ENERGY CO�tSERVATtON 3999 W.1 T STREET SAt+lFf?Etd F[.32774 �
b)Telephane No.: 4o7-2se-9�so Fax No.:(optional) ao7-378-6255
5.Surety{if appiicabie,a capy of the payment bond is attached}
a)Name and address:
b}Telephone No.:
c)Amount af Bond: $
6.Lender
a}Name and address:
b)Telephone No.:
7.Fersons within fhe State of FloriBa designafed by Owner upon whom otices ar other dacuments may be served as provided by Section
713.13(1)(a)7.,Florida Statutes:
a}Name and address:
b)Telephane No.: Fax No.:(optional)
S.a.in addition to himseif or herseif,Owner designates of
ta receive a copy af the Lienor's Natice as provided in Section 713.13(1)(b),Florida Statutes.
b)Phone Number of Person or entity designated by Owner:
9.F�cpiration date af notice of commencement(#he expiration dafe may n t be before the compiefion of construc6on and final payment to the
contractor,but will be 1 ear from the date af recordin unless a different ate is specified: ,20
WARNING TO OWNER:ANY PAYMENTS MAQE BY THE OWNER AFT ft THE EXFtRAT10N OF THE NOTICE OF C{}MMENCEMENT Ai2E
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PAR7 I,S CTION 713.13,FLQRIDA S7ATUTES,AND CAN RESULT IN YOUR
PAYING TiNiCE FQR IMPROVEMEN7S TO YqUR PRQPERTY.A N071G OF COMMENCEMENT MUST BE RECORDED AND PQSTED ON
THE JOB SCtE BEFCfRE TNE FIRST iNSPECTION. 1F Y4U iNTENO T qBTAiN FINANC(hiG, CONSULT WtTH YOUR �ENDEit OR AN
ATTORNEY BEFORE COMMENCIN�WORK OR RECOR�ING YOUR NO ICE OF COMfNENCEMENT.
Unde�penatfy of per�ury,[declare that 1 have read the foregoing notice af co mencement and that the facts statsd fherein are true to the 6es#of my
i- knowled e and beli . •
. f-� . (� �l��"0�t l�
U (Si nafure of ner or L ee,or Ownefs or Lessee's(Authorized OfficerJDirectodPartner anager} {Prinf Nam `�d,,Pro,,vide Signator}rs TiUe10(ficc�j�
The foregoing instrument was acknowledged bafore me this �(�� day of (,��X.J.�1�- ,20 �
by �S _ {tyAe of aafharity,e.g.officer,trustee,a#tpmey in fact)
for ���1A1���— ,as
(Name of Ferson? (type of suthoriiy,...e.g.officer,trustee,attarney in faci)
for (name f party on behalf of wham insfrument was executed}.
Personally Kno Prod c�ci ID ��A n,n
Type of ID �� �t{�(��,�}�{��,� No#ary 5ignature t�dR -
,�..:�,--;A—�� rint name Y
:�"`'"�%a;% ABNIYN ACKfRMAN
'� °s No�ary Pubiic•State ot Fiorida
,,.l���My Comm.Explrea Mar 12,201 B
,,��kii�d`• C�mmiasion A�FF 100996
�
' �TAT�OF FLORIDA,COUNTY QF����� s�p��•� �A
THIS IS T0 CERTIFY THAT THE FOREGOIN�a«A o : 0 'P�
' TRUE AND CORRECT COPY QF THE DOCUM�NT ��'� GeA
ON FILE OR OF PUBLIC RECORD IN THIS OFFICE .
� ' � .
WITNE.S,S��Y HAND AND OFFI IAL SEA��U S � . In��6�e 7�t s �,c
___���DAY OF ::•;-., �
PAULA S � IL,CL RK&COMPTROLL R � , O .
DEPUTY CLERK �`r
BY � . x887
��'��OF F�-o����
_ f
` � ` � �
���.�■��� ������Y ����� �� �� , .
�9..�R9D14 SO�AAR l�fi!l���1P' �EIV°�E� t�ovember 2ooz
i679 CLEARLAKE E�OAD, COCO�+,FLORIOA 32922-5703 ( 9j 6�-�000 �����QOQ90N
BB�Aa'���,� 6���
�11��6fl�le�
Aftemate Energy Technoiogi�s, LI.0 ��'��
1057 N. Ellls Road, Unit 4
Jacksonvflle,Florida 32254 - �
This sotar caUactor wes evaluated by ihe Florida Solar Energy CeMer(FSE !n aocortance urilh prescribed melhods and wes faur�d to me2t It�
minimum standards estsblish�!by FSEC. This evalustion vvas based on sof co0ectorlests petiormed atthe Body�ate NJaferisls Tesfing Canada
Inc.,Mississauga,Onlario,Cana�a.Thepurpase of Ihe lesls is io varityinitEal dormance condiHons andqualilyo9 oonsvucflon only.7he resuitirFg
certNicetion is not a guarantee of long lerm petfo►mance or�rability.
�9��RI ��I
Gross Length 3.080 rnete 10.10 leet
Gross Width 1.2�D mete 3.9� 9eet
Gross���th 0.079 rnete 0.2� 4e�t
G�oss d�.r�a 3.�97 squ�r meters 39.79 sc�uare ieet
Transpae�nt Frontal Area 3.482 squ�r rneters 3T.� square g�et
Volumetric Capacity 6.1 liters �.6 g�llons
VUeight(emp4y) 66.7 kilog ms 147.0 q�aunds
n�oommendeti Ftow liate . em mUs 1.� g�m
Test Pressure 4'403 kPag 960 psbg
Number ot Covar Plat�s One
fFlow Pa4tem ParaHei Farced Circuiatlon
idumber o!Flrnw Tubes Ten
�IAATEi�i LS
Enclosu�e Aluminum frame,aluminum back ALL h'Qi�T�SHALL C �'�
alazing Tempered aow iron g�ass,0.4o cm thlc P�VAIL�N����LS �L�LY 61IjT1�qL�,
Absorber Copper tubes welded to copper(ins CODE NATIOPZAL�LECT�DA BUILDII`r
Absarber Caating Selective coating ' � r RIC CODEA�rDG
Insuiatlon Foil�aced polyisocyanurate, 32 cm 1h' k CrrY�FZEi'I�VjZijjL ,�C�t�nr�,r �r _
'Y'FIERMAL PER AdRAWCE ���=1L `' `�
Tested per ASHRAE 93-19A6
(ncident Angle Nlodiller KTa=1.0-O.i 9 ����-�1
Efflciency Equatlons ����'��(��r
r�= 72.0 - 501 (Ti-Ta)/I r�= 72A - 88 Fj T�-Te� )�F��pH�� —
�= 74.4 - 346 (Ti-Tfl}/I - 1605 �(Ti-Ta)/I� r�= 70.4 - 61 (Ti�'a�/l��q/�/�� ��jl�
lJnfts of(Ti-Ta)/!are °C/Watt/m2 Units ol(Ti-Ta)/I a� A�/! •ftz
wan� _°
7he eulfector Fias been raled for energy oulpul on measured parPormen e and an essumed slandard day. ToPai soler enargy avaiiable
fo►the standazd day is 5045 Watt-hourslrrr�(1600 9lu/flTj distributed o r a 10 haur periad.
Outpul energy retir�s for thls co!lector based on the second-oMer eftl ency curve are:
Coflectee Tempereture �ne�gy Oe�aeg
Low Temperature,35°C(9�°F) 44,300 Kilojoules/da�y 42,000 8tu/day
Intemgedla2e Tor�para3uie,50°C(122°� 3E,300 iC6loJoul�sl�day 34,�Od Btu/day
High'Temperalure, i00'G (2'12°Fy 12,20U D(iloJoulesiday 11,6�0 6tulday
REFERENCE 00081 M �
�
� � 4
�LOItIDA �0�1R E �RGY ����'��
�
1679 Clear�aEce Road,Cocoa,FL 2922-5703(321)S��-ip00
AQ+���u�e� ��V�P� �a�g��y�e�a
FSECs51175 Sep-94
R�ised Mar 10
DISTRIBUTOR 5���
Solar Hydronfa Corp. �_$��
1423 Gu�n Hi�tt�vay
Odessa,FI.33556
The system listed below was evaluated by the Florida Sofar Eneegy Center(FSEC)in acc�rda�ce with 4he Florida
Standa�ds Prog�am�oe Solar domestic WaYer and Pool Oiea ing Systems(FSEGGP-80-7D anc�was found Yo meee
the enBrnirx�um standaPds es�B�lished by FSEC.
���CE��$OBl
/-designates vaPious mnd�l suffixes
Collec2or Modei Uni¢s Total Rating
1.Amer. Energy Tech. AE-40 1 34,440 Btu
2.Amer.En�r�y Tech. MSG40 Y 33,900 Btu
3.Solar Hydronics Corp. SHG40 f 34,40�Btu
4.Amer. Energy Tech. AE-2Y 2 35,2D0 Btu
5.Amer.Energy Tech. MSG21 Z 34,80D Btu
fi.Solar Hydronics Corp. SHGZI Z 35,2DD Btu
Ta n k fl�odel Capadt�l
� Direct 1.American 5E-62/112-SOH-0�55 80 gal.
� Int. Heat Exch.
Pum Model Power Draw Rated Power
1.Taco 003-BC4 51.75 WATTS 1/�1Q H.P.
2.Solar HydroniGS Carp. 003-BG4 51.75 WATfS 1/40 H.P. _
3.:wlar Hydrnnics Curp. 63-VTbC�►�tit�pjcnt� �1.�5 YJaTTS ij4G ii.?.
Ccmtroller Model
� Differential Temperature i.lndependent Ene CM-30/C 30/GL-3DLC0
[� Absolute Tempera�ure 2.Solar Hyrdronics Carp. __� SHG30-LCO
� Thermosiphon 3.Stetca M� 'i'RO-301-1-8-00
�] Other 4.IMC SOLR-2ELG10
5.Resol DeltaSol BS/1
Freexe Pr•otec�ion by:manuai drain,ireexe�proieczion varlv ,andJor autcoma�ic�ec�rc�la4e�n.
Other
Major Compnnents i.Eaton FP-4S Freeze Pr tection Valve"(aptional)
in addition to above. Z.Motorized Check Valv :Honeywell
If furt�EC enformatio�is�equired you may contact the F�or da 5alar Ene�y Centes a�t th�ahove address.
s �
, , 4
���� �!C��� �i.r ��!tl� ������ ��V) • ,
�'J
vARrous
QUANYITIES
AND SIIZESS .
� `
VAR�US
qUANTfT�ES
AddD 3��a
r,OLfCTOR OUTLEi
RooF P�METRA'floov ROOF PEA�TRA110P1
API�Fl.ASH[id0 � � AWD FLASWNO
I ISF�DETAIL BELOYIn
I
I
t
I
i
1
.\ ��� �
'��
�` ��i��
�_ /'• _�' (�3 SEAJS�R
\ �,.' VdIRE
CHASE
\ � ' �L�
YO�QF YqR9K � I SOLQEit
F�R9�0A[i OEi'R�.S I (i01
i �
s GOOLIE /
R�� gp�AR 120 VAG � � �
l ���
{j� �9 i �SURi'LY r/� COLLF�T�OU71ET
�f i Q�O�F7.E18t@r� •
�• N 4.�
�
,;2� �
I �
7'� � G09�P ONIENY l8GEP70
'riOT � � �
OUT 3} tl ,,+ I �p� DEecRiPTloA1
�—�•— I
i`� C j i SOLARSTORAGEJ WATER HEATER
` _ � I
� { 3 D�FERHdTIAf.TOAP CONTAQL
'r�I l 9,16 7FFS�A P@ZATURE 6EN88R(6)
TEA9PERA7IJRE I
&PRESSURE I � 4 EfECTRICAL
REUEF VALVE `,1 OSTA7
g 7�-, � 5 OATE'SHtJrOFF'VALVE
I
� � e° FREEZEPROTECTI�N VAIVE
I
j 7 CIRCUA7�(TN PlBV P
� 1 �13 �OLI+TI]Tl BALL VALVE(S)
0���7��1Ya � 9.14 BW.ERURAdJ(9?
��P1G1'tl1� � 10 PRESSIAtERELtEFVALVE
3 ' I �2 AP1T1-TIiERN081PHON VALVE
, �
�� t7° AQt VENT
11 ppL,iT.CTpP(b�
f.` dS'T{ONAL 17E9Q
.
4 �
.
SOLARCOLLECTOR cozru�eoso co�c�cTO�
CERTIFICATiON AND RRTING
SUPPLI�R: sa,lP,�uaRR��6a��Ye�LheamFo�e�
a��/Ii 859 Ereergy Cove Court
C,reen Cova Sprieigs,FL 32043 USA
MOQEL' Aitel'e�ate Energy AE�iO
4G-1Q� -
COL�ECYOR PE: Gtazed FIa4-Piaee
SFdGC OG-1 Do CERTIFICATIO • �'b020D9 F '
Ortgfnal Certt " n Date: ?2-NOV-02
C�LLECTOR THERMA�P 21RI4TdNCE RATt�lG
K3lrnwr�idd�aurs�eer Penel Per b Y�eote�red�a9 B'71J Per ParAa1 Per Day
r
�AT�e�oPY � ���inR MILDtY CLflUDY CA GORY CLFJ1Pt MlLOLY CLOUDY
� ("Fi-Tal dl�hY CLOUDY �AY Y�} DAY CLOUDY DAY
f�5.'"s kWh! (d�71c1Mv I (3.7 kWh I (2Q�9 Btu I (95U0 B1U/ (1000 Btu I
rr'-_�tayy rn2.� m2.da ) ft�.day) ft�.day) it�.daY)
A d�`�� f5? t9.5 7.8 (-8°F) 51.9 39.2 2$.B
B (5"C� 13 E3 f 0.1 6.4 fi (9°F) 47.2 34.5 21.9
C (Zfl°C) ;1.8 7,9 4.3 �°F 39.6 27-1 14.8
E7 �SC�•'E:� T_� 3.7 O.B D 80°F 23.7 4ZS 2B
�o��c} x.•r o.a o.n e (t44°F� 9a t.s o.o
d-Neot Heating(Warm CBmete)9-Poal HeatGig(Caol Cihnate) Wat�r Heatln�(Wann CfrtnaDa)�-WeDer Heating(Cool
Cllmete)E-Atr ditloning
COLLECTOR SAsECfFlCATIOPlS
ciro�s Ar@a: 3.69B m2 39.T9 RZ Rlet Apr.�t�ere�,r�a:3.�86 m237.47 ft
Dry We1gtR: 89.4 kg 153.m �@uid Ca�dty: 6.1 iiPer 1.6 gal
Yest Pressure: 1103.IQ'e 160.psi8
COLLECTOR MqTERIALS P�ssur�e Drop
Fvaee�e: Anod'¢ed Aluminum Flow eP
Codev(Ou2eh; Law Imn Tarnpered Gfass P¢d/s g� �'a In F9a�
cov�prtne�: None
Ab�orber AAafetiel: Tube-Copper f ����Side: Potyisocyanurate
P�te-Gopper
Absort�r GaaUng: Seledive Coadng Imsulatfon Bask: Polyi�ranurate
7ECNNlCAL INFORMATION
Effld�ey EqueHoe�fh10�E:Ba�ed on gross aPee and(P)=Ti- e� V IRl�R�EPT SLOPE
SI Unffs: �=0.899 �.39600 (P�I -a.01 (P)2/1 O.TOS -4.910 !N/m�.'C
SP Unfts: n=0.691 -0.59821 (P)/I -O.QO B3 (P)211 0,706 -0.8�.5 BtWhr.R2.°F
lrtcldent Angfe Nbdffler[(S�1kns8-1,0°e9cL+80°J Test FIu1d: Weter
KTa=1 -0.1 B4 (S) -0.U�B {S)2 T Ftmuv Rate: 20.9 mi Is.m2 0.0288 gpm/i4�
Km=9 -0.20 (S) linear Fff
REMARKS:
April,20 2
Certiflcatlon must be renewed annua ly,For aure�t a�tus coMad:
SOLAR RATIIdG&CERTIFlC 710N CORPORA710N
4d0 Hfgh Po(nt D►ive,Sulte 400 o Cocoa,Florida B�(324)213-6037�Fax(321)829-0910
0
2010 FBC wind calculations� ASCE 7-10 2010 FBC
PGS OF 1�PG5 Al;en Cezelman, LEED AP, CSI-CDT
These calcs accompany my standard FL PE 59180
plans which bear raised seals.7herefore, 16502 Hanna Rd
these calcs are deemed to be covered Lutz, FL 33549
by the seal borne by the base plan. Phone 813 909 �.956
Those needing a separate sealed document E-mail allen �ezelmanoe.com
are requested to contact me directly. Website www.�ezelmanpe.com
Ca(cs for differing conditions available upon equest
Calculated per Eqn 30.3-1 w/ASCE 7-10 tabular values 2010 FBC Eqn.16-32
STAY OUT OF PZ3 OR GET SITE SPECIFIC ENG NEERING
Risk Category II,Vult 150, Exposure B cafculate wind pressures are uplift, negative, PSF
slope <=2:12 >2:12 <=6:12 >6:].2<=12:12
mean hgt Pasd(1) Pasd(2} Pasd(1) Pasd(z) Pasd(1) Pasd(2)
<20' 20.6 37 18.5 3 20.6 - 24.7
<25' 20.6 37 18.5 3 20.6 24.7
��n� 2.�.5 3� �_u,5 3 ?n F ?a 7
Risk Category II,Vult 150, Exposure C calculate wind pressures are uplift, negative, PSF
slope <�2:12 >2:12<=6:12 >6:12<-12:12
mean hgt Pasd(1) Pasd(2) Pasd(1} Pasd(2) Pasd{1j Pasd(2)
<20' 26.4 47.6 23.8 44. 26.4 31.7
<25' 27.6 49.7 24.9 46. 27.6 33.1
<30' 28.8 51.8 25.9 48. 28.8 34.5
Risk Category II,Vult 150, Exposure D calculate wind pressures are uplift, negative, PSF
slope <=2:12 >2:12<=6:12 >6:12<=1Z:12
mean hgt Pasd(1} Pasd(2) Pasd(1) Pasd(2) Pasd(1) Pasd{2)
<20' 31.7 57.1 25.6 53 � 31.7 35.1
<25' 32.9 59.2 29.6 55 9 32.9 39.5
<30' 34.1 61.3 30.7 57 9 34.J. 40.4
oa��a.eeer3:a.��
.n�� ��.� (x�:��, �s,.
`�' �•�1.�, 'r.
0Y.ry " •� �,�� '1
Cj�:.��� � �;• t
J
�. � N o 5 91�3 '.
� /� r "�
� �� � l`• �� ��-�
:�' STAT� :��.a
�.�U,��,. ,� :�c, :
""e C�;•<< O!'-� t l��':,C';°'
f,• S, • .� , •� �;ti� ,a
y��.,oFoN�}a�e n�'�t
� 1II�: -:,,,:'=B.�+z"�y.4c':�`�—M--��,ua:n;���,,; -,_' _ .."' �.I..� "`�'��;�,�'-i - °°
II �..V' �+ S� 'Yi;'•,��.
y j� t� p ,�[ ��lyT4 �. �'�`i.'�:.:i ' 'µr �i�
J ��I" I `,e•�•y •.�� : '��_••••"�_ i^• ,�a;
C 'Si`i .:-k'p'':i ' . �',�kti.�l,n�j{i.r�'x:�'�'�)Y:Yifj�r.. ��i
1 'm ��•�Kbi; ,.:; . .� �; '"C'?!,.n,(::.'z."�'� �+ tl'E ��
x�i j,_C.`�- y',c!_•`�:h�;.:.: li��f'�.
�va' V KS�J:.jr, �:.,:;.. ,1-'•; �- r,�
'�4.-^n��:..:�Y?�'+'"'di.;;�.:.,.. , 4�r:y„��,�.::;`*,afr"°'`E� -
' ,'',,3��. a.`.,t. � ;
��{,:,�-.�:� ""-. `�" y�+''�.s•_"."e, t,"� �,
'� .i s`; ;?em=w,^�.{pi�.,,`tl""S�' �
. :�`' �=�:_;�.�:-'� -- ;_,:.'-.�, �:
'�. yx°'.;-W t_:' A
, 4�;a ,..�.�.�: � ,ra-.'^�.%Y,:�� ki'��:
"'` '?�?IS��ir;;� ,�;,F�r .�
_ . �, .'`�.�i.<� -- � �`a
,_::s•,,�'S��tr's..
..,,... _, `.`�'`r:,�'k'�, ;
.�-� }}]."' .i . _t�, 'r " ';x;ti'^:'Y'^.� t it
.�a� '",a ' 7'v 2Y�'.:'i...,�
. �;,':.'���t!'::ra,xy.r'="��Yl,�"'����/!'�;��'�lR���4� I�Ci'714�LW4Td�Jj IwF.Mr - .;`�„�x�� `iY.�
.,1���"`;'` `,� �.�,.. 7f;=�.�,: -, �'7 �� � °`��< < :.i
�:��4��;�:,�
~�ry :•S:v.�.+,or`. •}' ��,".'�'.R�: �;YSr...�ay� 31'' 9' '!."l.'i.¢
' '�;Y:�'y':`���'-�S. E^�x' s�' `_F:,_,.t;: ;'�y: yi7,�p,,i"`if�:�,y, 4,,,3_.,',F:.�, +3 �;s. �e
-"^'.���:�� :���.}�a.zY%;�rz:;-';?:<^ F4�,.� �-i�.�._..`..^,`..h,. a.e.�zy',tf;�'x�';f�� �+� t��,�
--- - -- !:�.�.-�'S`-';-, '«�,ri-'4 r�°- - =;1 —__ -- — - - — - -- - ��.q,�_ ;�-^,.{��i ;- sa5�y.r,-�t k,a�3�'�."�a�=
Glazing: ��-Series Col lectc�rs �b�oPber �late:
Low-Iron ternpered glass, excluslvely with eXClu�lv@ - �eEeCtive "Crystal Cle�r" InSlde Manufactured by Thermafin'"' MFg.,
using our"Mlgh T" tempered glass, a !00% copper absorber plate,
wfth a total solar energy transmissluri the fln and the rfser tube a�e
of 90°k. molecularly bonded by high-
frequency forge welding.
Coliector Frame and Battens:
Type 6063?'6 extruded aluminum a���orber Cma�iny:
frame and battens wlth elect�ostatic Exclusively by ThermaflnT"' Mfg.,
bronze plate flnlsh �hat facilitates a Selective"Crystal Clear" Coating.
long Iffe and strength. a= 0.96 E= 0.08
Insulation: ,
�m�ke�t�r�ee�nne�s:
Polylsoryanurate foam board �. - _ A UV durable EPDM, U-channel
nsu a on. - - � - gasket with molded corners which
reinforced, rigfd boafd Thermax "-�"��-� pro i its water penetretion an
sheath�ng (1-1/4" in the bed/ 3/4" �f�,. '^`°-��. assures long Ilfe. Extr�ded Sili�one
in the stdewalls). �P.� Gromme�with i-1/8" 8ore.
���4
Mounting HardNSare: �oPfler [�raclta�:
Archikectural aluminurn angles
The varlabie"Quick Lock" mounting Inslde wlth alrcraft- rade [n
hardware reduces maunting time grlp rlvets to en�ure hlgh P
and makes it simple for anyone to
Install. The Quick Loek System allows stabfllty.
the hlghesC f]exibllirty in mounting and , �as��neo�s:
Is tested to allowabte loads of 51 PSF =-
Mounttng passibqfqes Include: Pitched ��Q1C���Q�`_ A�-�•'� A�-24 a��2� A�-��t �A�=�2 AE-�[l ^ 5056 ,4lucnlnum rivets secure
��� �� �. the backsheet. Batten screws
rooF, Flat roof, Ground, Balcony, and . � . �n) �85.��,87� 5►7.1$7 �7.18'7 85.�.87 37��87 12i.1�7 are 18-8 SS, 10-24 x 3/8", hex
Facade mounting. Widtli [1n) � ��,,187 � 3�,187 .�7;i:87 �47.�8 7 A��.187 r��'�,1�7 head screws, and black oxide
Fl�igh��{P1i) 3.13� � �.i37 3.13'� 3.3.3; ��i�7 3.13� coated.
Design Life: 30 'rears ��o�$ ���� t�x� ��.g � 23.a 2�.3 � 2�.9 31.8 � 39.7
Warranky: 10 Years �lui��p��ifiY (:gals; t}.70 Q.�7G �.�4 O:BG 1.D� 1.�� ��ck�h�e�a
Working PressuPe: 165 PSI - -- -
[�ry. WeigYik�tJ�s) 7� Sq� 9t� �� 11� �E�3 7ype 31�5-H14, 0.019"stucco
Flow Rate: 0.5 ta 1.8 GPM embossed aluminum sheet (bronze)
(recommended)
pop-rive�ed to alumin�m frame.
---
, - -- - -
- � _ - - - . --- - -- - -
- ��. - -�_r
.. �> - -..-_ . - , -- _ - . -_- - - - _- = - -- - - -
. - -- . - =�- .__ -
- �...
- - - - - - - - _.:.-.�-= µ,.�:.T1
- �:
- -
- � -.., .,_
�:,�< _ _ ——_ _ _- __�,� �'�:�:,-.�...._----�
_ _,,,,,�v;; - e��,�� - - ' -- - - -
- - �. __ — - - .�,
• �.4='�� ������xx,e,',�,..r;S��` � ,.::-4 � .;.'.,+-�. �.+��¢"'�,r �
I���b � ��1 �j;��t ,C. '.�:2 �� �w�� � ��S`.°4 ��1�'�
y� y y� � ;`'^'` t�y�"� j� p
,e .,.'�.a�, y ,;; Jtk +
`
• t.g jyl;
,5��� .�'�ti, .... f��ar tr-
"S.. P
c y
;.r��i.s°�f^,i,f�,r;' ,i�:.�5�'����`�3�4� .�
' . �z�:i�'P:''J��,.���` _ ".:i:��;y�;'�j�*:o'� �a�� .�h3 '
_ +.C+v,����_,_„-TR« ._._-.r- =`�",:i::it'3^��« ,?ii1;'- 'j;,rF� a; '�.
.. �
' CODE APPROVAL� � � �� � ����������
AE-Series Coflectors have been designed
and constructed to meet major applicabl� �����°�� ��1°������ ���°���
nationwide cod�s, inclwding the foltowinqo Rack Mount Flush Mo�nt Standard Mount
Solar Rating and Certification Corporatior� S�S��� 5�5��� Syst�m
----�_
SRCC Standard �00 - Tes�Metirods and �
Minimum Standards for Certifying Solar � `� , , �\ /�
ColJectors (ASHI�AE Std 93-198b) ��� "., •. �. . � ,,�� „ �;, �� . . j,-,.�% �
���.��� \ '/� !' � � .,��
�.. �y/, ,.,��.���! '�/�
Fforida Solar Energy Genter - Test J �`�\ �:��� ����;��' `
�i `�.� � ,��>.
Methods and Mi.nimum Standards J ; \ :y ;%� � � �����
for Solar Collectors ����'���=� ' ���� <���� ��
(ASHRA�Srd 93-1986) ��-�� � ���%' �t�� �.c��j
� A�-FM , �� :�.�
Miami Testing Laboratory f�. °'
` �:. � 'o%;� I
Wind Load Test(ASTM E 3300) �y �
Certifcation IVo. 94-1028.01 �'� >� �
,
� � !� \(�7
r�ot n�o�n� ����� � � ��%
International Association af Plumbing �►ss�:mbly m j�`� I
Mechanica! �fficial (IAPMO) �� //
Uniform Solar Energy Code (USEC) 1° Aluminum o � ��i„q I,
File No. 5-5038 Square Tt�b�—� '��p I
� l,�
(s trut}
Ti9te� �cA
Ynternatoona� Testong � ,� %nst�6la�i�n `�'� I
� side 1li��v \ I
Bodycote Materials Testing Canada Inc. �� �
Report No. 02-08-05�3 �
o /�
TUV Bayern 5ac6�Qn e.V. (DII� �4757) �I��"'� exclusive "Quick Lock" mounting systems allow for virtually any eollector o:�ientation I
Report No. 286a0399 ar�d mouhting. Collectors can be mounted to any roof, vertical wall, fascia boards, pre-
constructed racks or ground mount systems. 'Che framewall and mount have been certified
Bundesforschungs - und Prufzen�rum Arsenal to withstand allowable loads oP 51 P�F. The framewall will accept the mounts anywhere
OtVORM M 7714 - Order No. M14 015 around the co(lector without drilling or tapping, so the integrity of the framewail is not
violdted. The rear st�uks can be cut to any I�r��t�� ailc�wir�� praper elevation and orientation.
- - - - �.-.. . .._..,.;�
- - -
_ � ._ _ _ .
- _ _ �w'ss+�- e.�e a�„ ;;:�_"
_,x ""�_=s R""qdS'^ _
_ ,� , _
�����������Tanfc�farra�ty# .
����� ���i��� �ae�s 1�I��a�aret�
.�.fl-�. .. y� y .
� � d V f V O ■
I� ! I � �
A�i SoGar Storage Tanks have a Fusec� Cera ic - ,
Shield appQied ua�der pressure and fi�� at — �;;; (�
F .�. :� ,�, r5t-[t `",
1 E,OU°��� coenp9eteiy�over tP�e g��k 6nt� or e�� �+ � ''� �
This provad�s a tough interio� saapf�c� �or � � t.4.;���, �� � _.� � ,
sto�age ��nl�s and maximur� prote�on
�� �.
against the vvea�ing effects of hagh�vo@u e ��,_, —r� _—'�
and hogh ternpe��tu�e�►ater. .
'iF:i
_ �"Rlo���������as�ala�ior� ��,�,,
Foam insuBaeion saves fueB by�etarding heae Boss. ~
, :";
= Aei����� :'=:;;:�F{
Promotes Yonger eanbc life through even distribution,for p otection , ;::<:;�,����
,�� €;•
against corrosion af tan6c interior -�'�s��.�`�
' � �aeto 5e� Iee�ITm T�rw erat eandP�e$s �eRe�ieg�/a�ar� - �°<,;�`��;
� PP P P W�' ;:. . �,..�,�
• 4�acto nsta�e��IelectrisNl les ;. -v":�:�;";`�:.
� � 8 pP _,�. -.:�:.ti:.
•'t,s�,� �� :' �:.
';�.., �;;,. ���
' Pre-fAYr�5�a���e Lead s�'" '��="�`x�,���,.
o �t'§ �:�;.��L�a. .
.�.:t:�; .::�; - �a:�.�'
�:i ,. �t �::tc°4
..�-.: ,,.
From sxarage sensor mountiny stud to top of tank. ' . �'
Doe no inc 7,�..t;_, �{,,,�„,� ::�.�;�s.� ...
s t Yude sensor. h;=�;y<' �:��;���F�:,��°�v;�'
� � -�:T .;a;':�"�.'- ,
-'ti.'{ y.^?.
��ti��}, . �i:.ici� Zt.`;�
• �fNater�a�nections , � : >, -�;:.;�'<$�-� . �,
?�.���;;�:.:: . �:
Accessible fram four fadory-installed 3/4°dielectri nipp p "' '� � ������F'"�''� `
c i slocatedonto ,� �,'�.z... � ,����",'��`1'"-.'�Y '
h�ii:`.-� }�:="So-u:�;'i��•
oftank. �;^��..� _ _ ,;_:�;.w:,:Y;;����� .
�,a:',,.:_, . oY,:�;�4'.".�'„��+`�An:cL�"�'�'ji�; h,
� �506-@Natlt H�a4ie� Elernent and Ai,Qtomati� Q��1105g81t I��yu�fi,:,= Si�:c'S��uY.'+'y>��=',--.n�
� =e'�r�"s�Y�.;,�'r, �L.`'�4:,c5��^�s�.'
I Where a back-up system is desired. �:,����W:'>� : - : `.�''';;'��` '
I�,f. :.�•,;.N .��� �:.
4D�.�9�9t� =��.���'��'
o �-�.��:;;::� .°_ .; =': ;� K a��:�_.;�..
cy*:�:y;.,;�;:.r.>.":^_=;,.'.,= P 't.,�.
� ,,,`�:�r ' .:.''•' f,r'~`�'�t
.r"S.�kt}��fr�Fni;`�E.
c %c-�r`;�.`
� �y''��:.���;t.;a,i;;��+.`y�S,[���=
�'M_�:Jt�'i�s�`. .�+�'
��r�- ��
�....`i'3 K."'4"�1P+eF�I -
�; .RQk''t;;um�,��.,u�
�,� �� ,r �UI
, ����
;:���.
V ` W �?;,�:
;���_
r'�'?o'1:t:�rf{:'t�5•`;�.'�.`"'��' .
'S�.i�;�,t`;`�f;��;:":�s, �
:'a���`i'�Y;;a1+,'; "#1
:?' - €;
;�:f:'EI:-
:S+F- '::i�=;=f, '+r,i
.., ;.T.:Ya1.4,.� y.
•�" � �
,::?; =s`�<<�.•V��'''3�"�.�5 �9,+��
. - ..:t7i::' - '�T�.
�, -
v'-�"' :,k;�a ��'���_
,�': - �
. p
#For camplere worrenry lnfwmarion consuh the wrltten worranry of
Americon°WaterNeaterCompenyar(80D)999-9515. ���� �
����
L�o�ycigi�t�by P.ra�erocan"Wat�r Heateb•Compar�y 2007. °�°�
A91 rights resePVed.
Pit�-ST a-a3o7
itopaneitld�uotltm*fEcnpmmtaemvsc�tmmaqrmmmM�Ymem4�mJtmmadeatvl�DdC�g ad�3dai+oPmfine�mm�mvrgretrL�alryaevt,cmr��mcaeAgEamMevt�nk9laGmn(mog�
. � �
. �
. .. . . -
-��-,� r:, ,�.�, _ . ..:.- ��,�..;�.��b.,;;,� ,�,�.x� R,.�,.... ,�,�.-: _
.y,L?e.,. �.� , �: �
�, •����� ,� �i
y r�� .sy5be i� Qt" 6 lurr � ��'
"j�. '�f � � � � � � �1��� �
�
9 � � I
`5
� - _ _�.�' _ ' 7- .�. " ' _
`",�7:�� tf� �
,�5 � F�y������ �� �}���
TaP v�ve __..�.{�
nCCESS
PfWEL
� not r,an �
� � enennori
A•--•- G A � ° �w°�
an�
�� ^..—T8P VAI VE
I.GGa�S � -..•,c;=;,
PAIVEL
4itAW
VAI.VE
F�9R Hq6Nf N9bNi APPRpX.
IIODEi 6AflON IY�FA 1CPOF i0! 5�+
NWbfY I�NArIt!' milN. TWt T8P t49fllt
A S t
SE62�d4-0/S5 $p fiD-1N 21 S9^t/� 59d/4 ts7
SEfi2-i14MN45 119 62 ]8 61-0l1 61-}/2 278
'lrrnitCr!v�Tm.,ce tar.lcar�parts Csc.�t±3.a�a 6�tnama�t
�(�Qi�� �fAat
FurhEsh�and fhs¢a$where I�dlc�ted,In accordance with manuFacnuer x Ins[ructlans a d in com�fance whh aq rules and regu�qans of authcaltles having Jurisdittlan.
Storage xank(s?shal4 bc Amedcan'MadeO as znanufactur 6yArner3c�nn Water Heatet Cnmpany Scazage bnkjs}�}�yu�a zyomEhal storag�
caparityaf galtons,tecoveryaf GPHat •Ftemperet reris0andsuppiiedwithaux3liaryheatingeTementsratedaz4.5K4V, vQh.
Storaga tank{S)are hydrostatic k2sCed at 3q0 PSI havirg a worktng prc�ssure of t�C p51 �d ss�h;v�a Fustd:xra�uc Shield h:tamaEEyBr.ed tsrk appqed under p;e::ura
I arsdRredai160D'Pa�uwlag(ormaxtmumprateNo�.smtagetank(sysha86erqu�p dwith�ttappravedpressuteandtemp=�aturerdiefvaiveThea�terJadtetlngshalt
have a baked Cnamd litush.The Cank sha�tx foam�nsulated wtth an EPA-apptavecf.n n{�C mater�a!2'in iliicicnezs Storagc tank(s}��havc a 6-pear 8mtted warranty
agalnst corroslon as oud��ed M themit[en warranty.
�tS1'F'Od?t1d @��)t;
�IDe�er Ee�try s���l�s �vw�iaas$�carrv�ce��neH Suppera
P.Q.Box 4056,500 Princeton Raad P.O.BoX 1597,500 PNnteton Road
Johr�son City,TN 37602-4056 lohnson City,TM 37605-]S97
{8II0)937-'103� {�}QD}9gg.•g515
(BOA)581-72241Fax {800)999-52'!0 fatt
PRD.STO -0307
i6�parcatutce+mtwrtrempmAaed�naart�pertmaqrmraabJ�maat�,ekchardemme�l�tdr�,6¢Psdkgp�momaS'�9 ��M+9/ddma,emu,�avtnWf�nteu�,WAmn{ram�mm�gdaeAuuefrn,x9tesucunfm�g
------ -- �.. .---�
� � ; � , . i
�����
����
KSBZ.E70 6�
Commercial Starage Tank and Booster Water Heaters
Paqe Botkom
�omrnercia� Storage Tank an Booster 'Mlater t-leaters
See Generai Infarmation fo�Commercia( Stora e Tank and 800ster ater Heaters
AMERICAN WATER HEATER CO E70869
1100 E �AIRVIEW AVE
JdHNSON CTTY, TN 3760J. USA
Commercial etectric storage Cank water heaters, Models *STCE*-S0, - 0, 119, *I7CE*-50, -80, -119. First * may be replaced by A
(ASME vessel). Second * may be replaced with warranty period,
Some models may also heve Food Service E ui ment 5anitation ce ification.
L��t �c,ua��r, :,�� �;,u7-0;,-�1
Ouestions? Print this pac]e Te ms of Use Pa e Top
C� z014 U� �LC
When the UL Leaf Mark is on the product, or when the word "Environ ent" is included in tfie UL Mark, please searcfi the UL
Enviranment database for additiorra{ information regarding this prod ct's certiflcation.
The appeara�ce of a company`s name or product in this database d es not i� itself assure that products so identified have been
manufackured under UL's Follow-Up Service. Only those products be ring Che UL Mark should be considered to be Certified and
covered under UL's Foitow-Up Service. A(ways Iook for the Mark on t e product.
UL permits the reproduction of the material contained in the Online Certification Directory subject to the Potiowing conditions: i.
The �t�ic1� Informat�can As�emblies, GorstruCtions, C7esigns Syske <, a��i(o�Ca.rtificat��ns (fite=) musi be »rPSented in their
entirety and in a non-misleading manner, withouk any manipulation of the data (or drawings). 2, The statement "Reprinted from
the ONine Certifications Directory with permission From UL" must a pear adjacent ta the extracted materiai. In addition, the
reprinted materiai must include a capyright�atice in the following f rmat: "c0 2014 UL LLC".
( PEOFWORK:
WIND LOAD: WIND: RISK CATEGORY II LAR SYSTEM COLLECTOR: APPLICABLE CODE: V010 WITHOUT RAISED OR=_LECTRONIcs0UL MAY NOT BE USED FOR PLANS ON FI ERTIFYTHATT & 2014
JEY'ERY PERMIT PULLED REQUIRES A SEALED ELECTRONIC PLAN OR SEALED ORIGINAL SPECIFICATIONS MEETTHE
NSTALLATION OFA SOLAR WATER HEATING ASCE%-10 MODEL:AE-211AE-241AE-26,AE-26/AE-32'AE40i 2010 FLORIDA BUILDING CODE USERS PO MITPULLS PLAN REQUIREMENTS OFTHE CURRENT
x VSTEM WITH ROOF TOP COLLECTOR
DESIGNED FOR 200 MPH EXPOSURE CATEGORY D MSC21/MSC-021 MSCLASHC-21/SHC-321SHC-40 FLORIDA BUILDING CODE,
ALLEN GEZELMAN
16502 HANNA RD.
LUTZ.FLORIDA 33549
The LeverEdge DOMESTIC HOT WATER(DHW)INSTALLATION NOTES:.
rH R+3ssD7z4s
GENERAL DIG DRAWING AND THE SPECIFICATIONS HEREON ESTABLISH THE MINIMUM REQUIREMENTS FOR OH W SOLAR UNIT(THERMAL OR PV)WIND FORCES GENRAL NOTE: .
iT EOUII'INENT ON BUILDINGS IN FLORIDA 60 FEET 015105 N HEIGHT AND AT ROOF ANGLES FROM FLAT UP TO 45 DEGREES PER SOLAR UNITS INSTALLED PER THIS PLAN SHALL NOT FORM PART OF THE RAIDING ENVELOPE LIKE A WIN DOW,DOOR,SEALIGIR,OR BIPV.SOLAR UNIT SI ALL GE MOUNTED A105E FUSE SURFACE LIKE AN AC ALL HOT WATER SOLAR COLLECTORS SOLD IN THIS STATE ARE REQUIRED TO HAVE BEEN TESTED BY THE FLORIDA ALIAS Gezelnv{n FE.COM
THIS PARTICULAR INSTALLATION DOCUMENT,The Lever Edge DHW SOLAR PANELS MARIE INSTALLED PARALLEL TO TIE ROOT CONDENSER.THEREFORE.SOLAR UNITS THUS INSTALLED DO NOT REQUIRE A PRESSURE RATING AS DO ENVELOPE COMPONENTS SUCH AS WINDOWS,DOORS,&SKYLIGHTS.SOLAR UNITS SHALL BE MOUNTED SOLAR ENERGY CENTER AND BEAR ITS CERTIFICATION LABEL THE COLLECTOR5 LISTED ON THIS PLAN COMPLYWITH WOW.GRzelrnanPE.com
PL.ANEW'ITHHOLDDOWNSFLUSHONTOPOFTI{CUPPERSURFACEOFTFICROOFCOVERINGORTIITEDUPTOACIIIEVE VERY CLOSE TOTHE ROOF SURFACE.THIS PROVIDES PRESSURE EQUALIZATION RETNEEN THE ROOF SURFACE ANO THE BACK SHEIK SOLAR UNITS.THIS RESULTS IN NO SIGNIFICANT CHANGE IN TILE LOADS 5515111 THOSE REQUIREMENTS.FURTHER INFORMATION MAY BE ACCESSED ON LINE AT:
010 SETTER SOLAR COLLECTION.FLUSH-MOUNT SHALL REQUIRE 4-ANCHORS°(3/8-INCH DIAMETER CRS, FOOT FRAMING FOR A PARALLEL MOUNT ANO MODEST CHANGES IFTI LT UP.HOWEVER,THC INTERNAL AND EXTERNAL COMPONENTS OF WIND PRESSURE DECOUPLE.RU.TIRE ROOF R ESI STSOIL I NTERNAL WIND HrTP: WWW,FSEC.UCF,EDU EN INDUST STING STCOLLECTORS
PRESSURES AND THE SOLAR LIMITS RE5IST TIE EXTERNALWVI ND PRESSURES.THEEXTERNAL'WINO FORCESARLTHENTR>NSFERRED TO THE ROOF FRAMINGTHRU THE SOL•.R ATTACHMENTI{ARDWARE.WIND // / / RY/TIE / /MOT WATER_RATING5/INDEX.HTM ,.-
C_ORRO_SION_RE515TANT STEEL)IN PZ_i&PZ2,EXPOSURES B,C,DIN ALLWIND ZONES UP TO _, �•-- - -
FF3AND INCLUDING 200 MPH.'ANCHORS CAN EITHER BE,AT CONTRACTORS CHOICE 4 ANCHORS FOR ASINGLE CALCULATIONS LINK HERE:HTTP://W W W.GE2ELMANPE.COM/GENERIC/2010FBCW IND[ALCS.HTM _ _
1— - COLLECTOR OR 4 ANCHORS FOR TWO COLLECTORS TIIRU USE OF APPROVED RACKING TO TIE THE TWO COLLECTORS - x�•'�`W, Awrll_wfa�wY5.
O C-° TOGETHER SEE FIGURE2.TILT-UP IS PERMITTED ONLY WITH THE FOLLOWING STI PULATIONS:AI NO INSTALLATIONS OUTSIDE r BAR COLLECTOR
Z i OF PRESSURE TONED,RI USE ONLY OEM HARDWARE-ESCORT#14 TEKS PER FIGURE DIP)COLLECTOR LONG AXIS HORIZONTAL NO PZ3 IN HVHZ p22/ A
O AND 30 DECREESMAXIMIIMTI IT ANGLE'S)WIND ZONE 140 MPH AND LESS REQUIRE 4-AN CHORS PERT I LT UP COLLECTOR;F) I \ PZ2F 2
Ir WIND TUNES GREATER THAN 140 MPH REQUIRE 6 ANCHORS PER TILT UP COLLECTOR AND MINIMUM TILT POLE WALL HOOF ROOF TRUSS
2 _A THICKNESS OF I/RTH-INCH,CONTRACTOR SHALL KEEP LAG BOLT LOADING TO UNDER SITE POUNDS OF UPLIFT.REFER TO
o LU WIND LOAD CALCULATIONS AT HTTP://WWW.CAOVICE.IIS/54V/WI NDLOAUGNLCULATION5.PDT 't SOLN;p,WEL9 1 N'
WREN LAG LIMIT I5 EXCEEDED CONTRACTOR SHALL USE MORE LAGS,I-BOLTS OR ALL-THREAD R00.FOUR I-BOLTS OR , W G n
ALL THREAD ROES CAN HANDLE ORELDA0 OF 2-EACH,405FSOLAR COLLECTORS IN ALLLOADING CASES ON THE CHART.
3 WHEN STRAYING INTO P22 INCREASE ANCHORS SO%ON THE PORTION OF THE COLLECTOR IN PZ2.ABSOLUTELY NO P21
6_- INSTALLATIONS IN PCI
w 3 TESTING.The LeverEdge DHW COLLECTORS HAVE PASSED MIAMI TESTING LABS WIND LOAD TESTING OF-102 PSFPERASTM j(J PZ2 PE((59180
C 000(MTL FILE NUMBER 4512491.THIS ENGINEER HAS EVALUATED T14E INSTALLATION COMPONENTS ANDY ARDWARC �I. r..
CURRENTLY PROVIDED BY The LeverEdge AS OEM INSTALLATION KITS AND FOUND THEMTO MEET TRIO REQUIREMENTS OF VV
F T TILE FLORIDA 05 LOINS CODE CU TRENT AS OF TH E DATE O F TH IS PLAN.TH ER E S HALL B C NO SU EST TUITION OF OTHER Y A
Z VENDOR MATERIALS WITHOUT PRIOR APPROVAL OFTHIS ENGINEER 01110 SrT Lcve,Eag=. FRONT ELEVATION PZ =PRESSUREZONE SECTION A rcdvice.us
HARDWARE:THIS ENGINEER HAS DETERMINED THAT THE HOLD-DOWN HARDWARE AND FASTENERS SUPPLIED BYThe scuE l.e Ia WZ =WIND ZONEKCAL IV:,I,.A
REVAININEI WILLWILE OANDNIFICA C IS THE TTACH ENT FTHEHOLD DONS TOTHE UNDERYING R OFONLYR- HEMS NINA VARIABLE OF SIGNINCANCE ISTHEATTACIIMENT DF THE HOLD OOWN5 TO THEION(PAYINGEROOF S3'STEM USING OEM HAROs':APE.LAGGING OF TEESAW COLLECTORS FOR FLUSH MOUNTINSTALLATION(PAftrALLEL WITH THE RODE MIOSPAN REINFORCEMENT SHW COLLECTOR
SURFACE AND ASCLOSETHERCTS AS PERMITTED BY OEM I HARDWARE)SHALL BE ALLOWED IN EXPOSURE CATEGORY BAND C ROOFPEO&TRATON V� v CPI.LEC iOU'Ll�TAND IN BOTH PZI AND PZ2 AT MEAN ROOF HEIGHTS OF 60-FT OR LESS AND IN ALL WIND ZONES THRU 200 MPH 50 LONG AS ' ) '<' MOUNTING BRACKET RCXX'PENETIIATKYIAPPROVED RACKING cAdvi.1.<
TIIE FOLLOWING CAUTIONARY RULES ARE OBSERVED.LAGS SHALL RE CORROSION RESISTANT STEEL,3/3INCH DIAMETER SYSTEM WICHANNEL NUT
MINIMUM ORR TTOR.AGS SHALLACIIIEVE AT LEAST 3-INCHES OFTHRCAD EMHECMENT IN RAFTER OR BLOCKING. d ANU PLA.d9NGTWO COLLECTORS MAY BE03 E ReneIIiR GF
o MEASUREMENTS MUST RE CAREFULLY MADE AND PILOT HOLES SHALL BE DRILLEDTO ENSURE HITNNG UNDERLYING RARERS MOUNTED ON 1.25"ALUM,ANGLE EXIST G ROO nlnpq F1,33629
OR TRUSSES AND TO AVOID WOOD SPLITTING. _ t ATTACHED TO BOTTOM FRAME 1'DIA.SPACER .813 919 9154
SPECIAL PROCEDURES TO USE WHEN,IN TIE INSTALLER'S OPINION,IIITTING711E CENTER OF TRl1550R PATTERA TA A LAS O APPRCT RACKING
WALL SPANNING BOTH COLLECTORS Wf WATERPROOF SEALANT FX,866 694 7251
CANNOT REASSURES.ETHER USE A 31B INCH(MIN)T'BOLT GRABBING THE TRUSS/RAFTER OR 3/B INCH DIAMETER(MIN) AND SINGLE SET OF OEM RNiI(q''CAdViePAY/j W W W.I:(Wvite.us
ALLTHREAD ROD PLUS STAIJOARD FENCER&LOCK WASHERS AND NUTTHRU MINIMUM 4"BY4"BY9"BLOCKING ON THE HARDWARE OEM HOLD DOWN:
UNDERSIDE OFSHE ROOF SHEETING.WHERE BLOCKING METHOD IS USED,INSTALLER SHALLAPPLY A GENEROUS READ OF - , H LAGGING(POSITION OVER TRUSS,
Jr
CONSTRUCTION ADHESIVE FOR MINIMUM OF 1 FT ALONG THE NEAR JOINTS OF THE ROOF TRUSS AND SHEETING ON EACH EXISTING ROOF TRUSS, DUB'LAG BOLT OR
TRUSS ON 0OTH SIDES OF THC BLOCKING-SEE FIGURE 2 ON TINS SHEET. TOP CHORD J-BOLT(HOOKS TRUSS)
PLUMBING TROLLOP/KR FIGURED FLORIDA PLUMBING CODE SHALL BE ADHERED TO.PARTICULAR ATTENTION SHALL DE (/
GIVEN TO PROTECTION AGAINST OVER-PRESSURE AND FREEZING-PER FLORIDAED TO.NICALCODE,CHAPTER I4,AND PER NOTE
The LeverEdge INSTALLATION INSTRUCTIONS.THIS DRAWING SHOWS THE Ft'VERSION PLUMBING.HOIVEVER,THERE ARE COLLECTORS MAY RE OFIENTATIP
OTHER VARIANTS(PHOTO-VOLTAIC PUMP{NDIRECL AND/OR DRAIN BACK)WHICH,ALTHOUGH NOT SPECIFICALLY SHOWN VFFTICALLY OR HOFCOW'ALLY •`,, '- - TYP. SHINGLE, MET, FLAT TILE DETAIL.
HEREON,ARE COVERED BY THIS SEALED DRAWING-SO LONG AS INSTALLED PER The LRVSIEdgR INSTALLATION INSTRUCTIONS. `. f. I' scnLF 11 I.o
WATERPROOFING INSTALLER SHALL ADHERE TO REQUIREMENTS OF FBC CHAPTER I5(ROOFING)AND BEST PRACTICES OF THE MOUNTING BRACKET(ORE DETAIL�,OW)—�+.—� r1+` APPROVED RACKING
NRCARODfING&WATERPROOFING MANUAL TO ENSURE THAT THE SOLAR INSTALLATION DOES NOT CAUSE ROOF LEAKS AT MOTOR CAN BE ON 010EB OR Cg1BCTOR ' ~' 1"DA SPACER,LENGTH{ SYSTEM WI CHANNEL NUT
INITI.`.L INSTALLATION OR GOT/IL SYSTEM"AGES' @1DB CEO COLLECTOR ~~' jr ADJUSTFLUSH W/TOP OFTILE- 1'DIA.SPACER,LENGTH ' 1 1
r^ EXISTING MEMBRANE W
QUESTIONS:INSTALLERS,AIITI{ORITIES I AVING JURISDICTION,OR OTHERS HAVING QUESTIONS OR DIFFERING CONDITIONS. i4 I ADJUST FLUSH WI TOP OF TILE
MAY CONTACT THIS ENGINEER DIRECTLY CELL:313 650)246,E-MAIL:ALLEN(IGEZLLMANPE.COM APPROVED RACKING
/ 1'OIA-SPACER
WI WATERPROOF SEALANT
E� ROOF INSTALLATION DIAGRAM ;!. •�
NOTICE TO AHJ,CONTRACTOR,OWNER,&OTHERIMERESTEO PARTIES(OIP):THIS PLAN PROMDES rnF NT EXIST.BARREL TILE
ENGINEER-SEALED DETAILS&SPECIFICATIONS FOR INSTALLATION OF BOTH LEA MORNING STAR CORPORATION(MSQ SOLAR WHERE APPLICABLE EXISTING ROOF TRUSS, OEM HOLD DOWN O:
DOMESTIC HOT WATER SYSTEMS.AE&MSC ARE MADE IN THE SAME PLANTBYTHE SAME MANUFACTURER.WHILE THERE ARE FILL CAVITY UNDER TILE TOP CHORD LAGGING(POSITION OVER TRUSS W
SUGHT PHYSICAL DIFFERENCES,THESE SYSTEMS ARE EQUIVALENT STRUCTURALLY,HYDRAULICALLY,&THERMAALY.AT DETAILS ARE WI EXPANSION CONST-FOAM 3'e"LAG BOLT OR
SHOWN ON THIS PLAN SHEET,BECAUSE AE IS THE VOLUME LEADER,MSC DETAILS MAYBE VIEWED AT;hUR;f/vnvw.aetsolar.com/ J-BOLT(HOOKS TRUSS) LL
Iy "'-sALUM TUBE'------ - TYP. BARREL TILE ROOF MOUNTING DETAIL o Z
s 6II,/' e.
ALL THREAD ROD-- FILL W/1-PERT -----SHW COLLECTOR
ALL AFFIDAVITS, DESIGNS, OPINIONS, CALCULATIONS & OTHER ENGINEERING SERVICES PROVIDED BY ALLEN J BOLT OR LAG / POURARC1 OTATERPR00F \ APPLY CONSTR. EXISTING ROOF
RASEALANT
MOUNTING BRACKET
GEZELMAN PE AND HIS ASSOCIATES ON ANY AND ALL PROJECTS ARE SUBJECT TO THE PROVISIONS OF EJCDC C-%00 MOUNTING BC LA
KET-- CONSTRUCTION SEANT ADHESIVE MEDIUM Q
(ENGINEERS JOINT CONSTRUCTION DOCUMENT COMMITTEE - STANDARD GENERAL CONDITIONS OF THE
BEAD BOTH SIDES OF
OEM HOLD DOWN:
/ LAGGING(POSITION OVER.TRUSS)
CONSTRUCTION CONTRACT)CURRENT AT THE TIME.THOSE OBJECTING TO SAID EJCDC C-%00 OR PROVISIONS / INTERFACE BETWEEN J-BOLTjHOOKS TRUSS) LL
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-%OD MAY BE VIEWED AT: Ll TRUSS
I-SEA W NT FOR WATERPROOFING
HTTP:IGEZELMANPE.EOM/REFERENCEIAG!C-ZOA.POF ALUM TUBE --- - 7 FOOTIN EACH I
DIRECTION STARTING
ALUM TUBS--.-.- FROM'SPANNER"TO •••••••-•-... _ O
WHICH COLLECTOR - -
J I L J = SECURED
FOOT-PAD IS
PAN "----------------
PITCH �\ SLL-THREAD R00
......_ ALUM TUBE
IN CONTACT W:PLYWOOD
PLY
INOD
DIRECT"D SYSTEM --TYP.BL:AD OF CONSTR ADHESIVE I,—^
// / EXISTING ROOF TRUSS. vJ
THIS DRAWING SHOWS The rLeverEdge DHW PITCH PAN--- TOP CHORD vJ)DIRECT)SYSTEMANDTHIS PARTICULAR SYSTEMS PLUMBING.THERE ARE OTHER,SLIGHTLY DIFFERENT,The LeverEdge DHW SYSTEM ALL THREAD ROD --- NOTE-THERE SHALL BE AT LEAST 4 HOLD-DOWN ATTACHMENTS FOR EACH SOLAR COLLECTOR ON A ROOF Z V`
VARIANTS IVHICH ARE ALSO COVERED BY THIS SEALED DRAWING.THIS I5 BECAUSE THECRITICAL ELEMENT—TFIE COLLECTOR(S)AND ROOF TILE ROOF:CUT OUT RECTANGLE FOR PITCH PAN, J BOLT OR LAG MTYP. MOUNTING DETAIL
OUNTING DETAILS REMAIN THE SAME WHETHER The LIVCIEdge.DHW SYSTEM BEING INSTALLED ISA DIRECT,IN-DIRECrORDRAIN-BACK INSTALL AND FILL W/1-PART POURABLE WATER PROOF J
MODELS WHICH CAN BE CONFIGURED WITH ETTHERAN A/C OR PHOTO-VOLTAIC PUMP
OR D/C CONTROLLED ELECTRIC PUMP CONSTRUCTION SEALANT SVIU.R-
1 — — — — — — ALTERNATE
Rack Mount Flush Mount Standard Mount O
.TILE ROOF MOUNTING DETAIL
COLLECTOR SE NS OR ",-1c System System System
oz FIGURE 2 _ o —
S p ______ice-CI S
i�
SYSTEM:
EXPLANATORY INFORMATION
o w o SOLAR LOOP DRAIN RM e ,r- 54230095 HIGHWAY
0 0 ISOLATION VALVE t ODESSA FL 33556
SOLAR LOOP ORAL At
Z Z EXPANSION TANK PRINT ENLARGED VIEWING&HYPERUNKS: ,VERSION OF THIS PLAN PROVIDES MINIMUM INFORMATION NEEDED BY USERS. ` I.
f '-
p0�= ! -DIFFEREN IIAL CONTROL ELECTRO N IC VERSION(EV)PROVIDES MAG N I FLED VIEWING U P TO 6400%EV ALSO PROVIDES HYPERLI PIE ACCESS TO DEN: FM {
MOTORIZED BALL VALVE MANUALS AND ABUNDANT OTHER SUPPLEMENTARY INFORMATION. MH
Qua E"T L- EV MAYBE ACCESSES AT HTTP://WWW,GEZELMANPE.COM/GENERIC/AS.t3.Wli-10.PDF REV.0312/12-TM
Y pza E r TI EEC ORES HREE PROPRIETARY RACK SYSTEMS APPROVED FOR USE IVITHTHIS PLAN.THESE MAY BE USED TO SUPPLEMENT MOUNTING BRACKETS
Z 3 $ HOi WATER OUTLET I _COLD WATER INLET .•,qce I rs HINGE MOUNT
ORTO REPLACETHE DETAILS SHO WN IN FIGURE 2.IN ALL CASES REFER TO OEM INSTRUCTIONS FOR DE T AILSNYSTEM BEING
SHUT OFF VALVE CLIP
�.OS �¢ .I USED,INTFIE EVENT OF A CONFLICT BLTNU EEN OEM INSTRUCTONSANO THI5 PLAN;OEM INSTRUCTINSTRUCTIONS SHALL PREVAIL.
I,,
Zi�E I. i I. II). 1 OEM MANUALS MAY RE ACCESSED ELECTRONICALLY USING THE FALLOW I NO HYPERLI NUS:' II OEM FURNISHED FASTENER PUBLISHED:04tDD'12%:02:'x5 PM
IL z 2 w y ) I HTTP:I/WWW.UNDTRUT,COM/LITERATURE/INDEX PHP/DOC=NO14&PG=1
a pD BACKUP ELECTRIC ELEMENT ., 11{._ IFRP://WLVW.IRONRIOGE.COM/FILES/XRS/IRONRI OGE XRS:_RAIL SY5TEM,PDF 318"-76 FINISHED
II ], LEDGEND HTTP://WWW.UNIR'CLCOM/PDF/11227.PDF HEX NUT
DIP TUBE 1 THIS ISA SINGLE
(.D C I' f CI II I SOLAT10N VALVE(OPTIONAL). STRUCTURAL LOADING: X 112"HEX SHEET PLAN
Z OQ,Ii STORAGE TANK�,i...;L,.. L.,11� TAM SURELY SHUT OFF TIE PLAN WAS ENGINEERED FOR THE ENTIRE STATE OF FLORIDA INCLUDING HVHZ. CAP SCREW
: SOLAR LOOP DR,L}I(OPTIONAL) THE SOLAR EQUIPMENT REPRESENTED ON TIIIS PLAN IMPOSES A POSITIVE LOAD UPON THE ROOF STRUCTURE OF LESS THAN t"X1'X OAT2'
n>S F- ( 1f '�' j 4 PSF.MY UPLIFT PRESSURE CALCULATIONS MAY BE VIEWED AT: 3fe'-16X4'HEX
01 Fib PR01EC110NVALYELIEF VNNU ALUMINUM SHEET NAME:
. 41TTP:J/WWW,GEZELMANPECOM{GENERIC/2010FRC W INDCM1LCS.HTM SQUARE TUNE CAP SCREW
�Fo}W
o ANKSENso_� PFr�etT�FaE�vaLYE ® PERMIT SET
I} AN VF T(OPIIDNaO UNIFAC NSRRLINK.NG 0.00E PRESSURE ZONES ARE REFERRED TO THE/5CE 10 DIAGRAM FOUND ON PAGE S AT THE AROVE
D/RuMRAE BYPERurvK. CAPS X1-314"HEX DRAWN:SB CHECKED:AG
w z W W u CAP SCREV.'
4 {: j..,.,. MOTOf�BALI.VALVE
� � SHEET NO:
<�=�m
Q j-u TANK ORAL. E77PAr6pN TA1X(OF'iIONNJ
Z z U R TRIANGULAR MOUNTING F 1 G U R E 2
D+ FIGURE 1 03 FIGURE 3 TILT KIT-DECK ANCHOR BRACKET oz �INR, A=1=3-10
w au;a�
N LAS)3CAM