RC-13-1442 08-09-'13 06;34 FROM- T-650 P0008/0013 F-849
Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores, FL
Phone:(306)795-2204 Fax: (305)756-8972
Inspection Number: INSP-194238 Permit Number: RC-6-13-1442
Scheduled Inspection Date:August 08,2013 Permit Type: Residential Construction
Inspector:Dian,Osvaldo Inspection Type: Final
Owner: FISCHER,LUCIANA Work Classification: Solar
Job Address:1237 NE 93 Street
Miami Shores, FL 33138- Phone Number (964)734-3411
Parcel Number 1132050270060
Project: -cNONE>
Contractor: SUN STAR ENERGY LLC Phone:(561)287-1118
Building Department Comments
SOLAR HOT WATER HEATER INSTALLATION infractio Passed Comments
INSPECTOR COMMENTS False
Inspector Comments
Passed �✓ �� c,c� l�.y��2QL-�
Failed L
Correction
Needed
Re-inspection
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
August 07,2013 For Inspections please call: (305)762.4949 page 13 of 35
JUL 17 2013
�n■ an!ef �/ (/ �
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CUMULATIVE SUBSTANTIAL IMPROVEMENT
VERIFICATION WORK SHEET
In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all
improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed
improvements must be shown on the worksheet.The cost of improvements must include demolition,raw and finished
materials (include those donated), labor (including volunteer and self-performed), construction supervision and
management,and overhead and profit.A list of items the costs of which are to be included as well as those excluded is
attached for your reference.(A Copy of the Contract must be attached)
PROPERTY OWNER:
PERMIT#
0
ADDRESS: 1 �-,J N IE l
FOLIO NUMBER 1X - 3 2 C 6�1 "D()426>F LOOD ZONE:
BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL:
COST OF PAST IMPROVEMENTS(12 MONTHS):
COST OF PROPOSED IMPROVEMENTS: ,Z 0'
(ATTACH COPY OF CONTRACT)
i TOTAL CUMULATIVE COST OF IMPROVEMENTS(past and proposed):
VALUE OF PRINCIPAL STRUCTURE(attach r ):
OWNERS SIGNATURE DATE:
PLANREVIEWER:
PLAN REVIEWER SIGNATURE: DATE:
Created on June 2009
7/16/13 -
Property Search-Report
``- MIAMI-DADE COUNTY
3R4 OFFICE OF THE PROPERTY APPRAISER
PROPERTY SEARCH SUMMARY REPORT
Carlos Lopez-Cantera
Property Information: Property Appraiser
Folio 11-3205-027-0060
Property Address 1237 NE 93 ST
Owner Name(s) LUCIA NA M ZAMITH FISCHER
m
Mailing Address 1237 NE 93 ST
MIAMI SHORES FL :f
33138
Primary Zone 1300 SGL FAMILY-2801-3000
SQ
Use Code 0001 RESIDENTIAL-SINGLE '
FAMILY
Beds/Baths/Half 3/1/1
Floors 1
Living Units 1
Adj-Sq.Footage 2,471
Lot Size 10,800 SQ FT
� Aerial Photography 2012
Year Built 1956
Full Legal Description BAY LURE PB 44-63 Taxable Value Information:
LOT 5 LESS WLY25FT&
WLY25FT Current Previous Previous 2
OF LOT 6 BLK 1 Year 2013 2012
LOT SIZE 75.000 X 144 2011
OR 19561-3030 03 2001 1 Exemption/ Exemption/ Exemption/
COC 25624-2303 03 2007 1 Taxable Taxable Taxable
Assessment Information: County $50,000/$326,315 $50,000/$343,449 $50,000/$292,145
Current Previous Previous School Board $25,000/$351,315 $25,000/$368,449 $25,000/$317,145
2 City $50,000/$326,315 $50,000/$343,449 $50,000/$292,145
Year 2013 2012 2011
Land Value $197,278 $186,945 $155,787 Regional $50,000/$326,315 $50,000/$343,449 $50,000/$292,145
Building Value $179,037 $206,504 $207,846 Sale Information:
Market Value $376,315 $393,449 $363,633 Date Amount OR Book-Page Qualification Code
Assessed Value $376,315 $393,449 $342,145 8/2011 $425,000 27804-1456 Sales qualified as a result of
Benefits Information: examination of the deed
10/2008 $410,000 26609-4898 Other disqualified
Current Previous Previous 10/2008 $10 26951-0731 Sales which are disqualified as a
2 result of exannation of the deed
Benefit Type 2013 2012 2011 3/2007 $820,000 25624-2303 Sales which are qualified
Save Our Homes Assessment
Reduction $0 $0 $21,488 3/2001 $296,000 19561-3030 Sales which are qualified
Homestead Exemption 7/2000 $0 19408-1809 Sales which are disqualified as a
P $25,000 $25,000 $25,000
Second result of examination of the deed
Homestead Exemption $25,000 $25,000 $25,000 4/2000 $0 19214-2833 Sales which are disqualified as a
Note:not all benefits are applicable to all Taxable Values(ie County, result of examination of the deed
School Board,City,Regional). 2/2000 $0 18986-0045 Sales which are disqualified as a
result of examination of the deed
11/1995 $195,000 17008-1669 Sales which are qualified
9/1994 $160,000 16569-0691 Sales which are qualified
8/1994 $0 16502-5296 Sales which are disqualified as a
result of examination of the deed
11/1990 $151,000 14798-2369 Sales which are qualified
6/1972 $53,000 00000-0000 Sales which are qualified
a i sweb.rni arri dale.a OVProoerteSearchbri ntM ao.htm
1/2
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Q 05 1/2013 01:38 FA%J ,_� Fphohel 1>.V I V 5',
0 001
SU STAR ENERGY' LLC 'CONTRACT
t
IN Vim, !
DE 20288 State Road
STA'1U5:(Please Nrcle one) Bona Raton,FL 58498
Confirmed _ 1.18.877-8'111 Fax 1.681S64tt
Tentative Date ati: suno teren f
N/S ei'Aylt�mall.ccm ?�(
R/S Wotsalte: surgswrenergyllo.00,
License 0 CM4M$7
PROPOS4 SUBMITTED TO(H4M OMi R) PNalvt tE+o
� t DATE OF ES.IIMATE
P,ONE r gal FAX
SN R P PHONE
C1STOoft HOUSE ONE TWO TttR6E STO (cJrcte) R
OOI= it Siil�tG1.6S TII:E O•rNER(drCle)
• US ARE T
OLLECTCRS kLQt1tREC1 FOR#OFC � 2 3 .4 5 6 7 8 9 10
�� oa oTHrlt ......� �?
N
Ap
r xr.ee emNrO See atatche4 Proposal Diagram Sheet
but dw tti dw astara otsarstttation.R is p6aNtta
t1►n
�+aaa to tiaras aed 11I ntayr OCeur.
�I r/6/
The n � C•/��' /! aI r/�,5.7"", � /
s►1 s
boa full , Y ''�, R'✓
eletaric bq1W.1
a f
rap(adnp a sftn&rd elecpgc o the satar ay8tltr►as esti
p+>wcred t}, mated strove.l un
�, !sav s d
*Wranty am'aU t�gtdpmertt la"10 ,tits mem •vnormt rKif vary and can't be ghnm erstamd the system will tied ease tth'
lnsogctlon a p Will be Installnd as an e>Gnct aavtn 11 r
ter instaSatlon 9s. 9u e.l7tere U
• Qpaiity and workmanOMP ant by the mantr rer ve n haute t powart a t�►ufipus
egttlpment tf Al �arattceld. SSE and the +�M tmd the u
tpata8ytlon�any attdatlons or aatnitftccurat will not be ai IpAtertt w1N pays
ship mm"arr actaMtn to the standete ati tke r des are made,All materiel Is guwmtaed to be ass Pied, ibt!ibr damage done to any of the
written to tiers and wIt •er a wkdon or aitaetlon from above > AtI work to be completed in a wm*mai
'�by workmen4 a anon extra eb Insurance, d above the comate, Progeny oW��and costs�b rdy upon
no personal 1= and�mak�es�q 4wrantees or auartions a� Y insul =are
for more information.SSE also makes no grt or "V>fuaE that udll 11t recelvad frnm In q.Confer with your tax advisor
water heating system, kuia ardt►�g morally eaWr s than . as a Col of insWing a solar
/9/9�?
We Propose heueby,to Nrnlsh a1 labor-complete,In iQ
+►ecwdanee No a{�ra edflcati for the sum of
Depttslt Repaired S DIPOSItPald S dollars ' 74
QM..to be madein.
ll obmpww to Sun star E"W,Li 1f Credit Balance Out Upon Instaltatlon S
AM naI k 1tle,It wo autantattculty be protx ssed
puumnd n be as SWOR.IAN%**a bo ..w
t�nKtart ord°n► sa na a6°a°1p�CN'�*" �a aryl�� asCubd p�d�atandud AtHha rked s[pe�e
"orb f�y for damayp m roof. ° °�+b°n tilt 6tbtdta• r+ovath ortam nwmer
ova do aow brw to aaold arch dneatot, � •d�s�del ,q .due to lanalra�ttawyh
' Nola•rhia jrroPosal ally he
Vthdrawn bVas boots-wMd
Ag"1�nee of.Proposal Tice above
within
a s.
hereby accepted. SSE Is authorized to do the worktiWs dnd coneNdons are satisfactory and are
Payment will be made as oudined above. f ,
• Do no g his contra are are blank s
� paces.
. Sty nature X
Date of AccepW4C
Wfs QO NZ?T twologiiiiii i TO Be MAL18 IN!atlLL UPON COMPI„ETIQ
The 84yer has the right to'cant W this traasactloq,_�y time prior to misinIght of , THIRD u ines3s
- „
Miami Shores Village
2013�
2
JUN �
Building Department '
10050 N.E.2nd Avenue,Miami Shores,Florida 33138; -
Tel:(305)795.2204 Fax: (305)756.8972
INSPECTION'S PHONE NUMBER:(305)762.4949
FBC 20
BUILDING Permif No.n;,z �
PERMIT APPLICATION Master Permit No. a
u Q'
Permit Type: PLUMBING '
r �
JOB ADDRESS: 1'x•31 W-E S'al ry
City: Miami Shores County: Miami Dade Zip: 511 36
Folio/Parcel#: % 1 -- 3UFV —0-L7
Is the Building Historically Designated: Yes Flood Zone:
OWNER:Name(Fee Simple Titleholder): Luc+ANr` Phone#:ISLI—5 cj—0444'
Address: III') N`t• l 3 is S�
City: Y V"N Gtr tiro S State: Zip: TV)
Tenant/Lessee Name: Phone#: _
Email:
CONTRACTOR:Company Name: ��+^ J c,�/ ��+ �. L(�L— Phone#:
Address: 1�fL-
City:CNewS a�iSeo� State: � -- Zip: 3314.
Qualifier Name: ` w.ynl U W$VV Phone#:
State Certification or egistration#: GT—G 1�Z,� ' c7 7 ��Certificate of Competency#:
Contact Phone#: Email Address: Ju✓'��G� �Zv�e�G.y LLG.Q ejyyt 1 ���
DESIGNER:Architect/Engineer: Phone#:
Value of Work for this Permit:$ V V(all Square/Linear Footage of Work:
Type of Work: ❑Address ❑Alteration LINew IJRepair/Replace ❑Demolition
Description of Work: S—yt C-V1
Submittal Fee$ Permit Fee$ l _ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Bond$
Notary$ TrainingtEducation Fee$ Technology Fee$
Double Fee$ Structural Review$
TOTAL FEE NOW DUE$ '
e
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no-work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS,
WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN . ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certifted copy of the recorded notice of commencement must be posted at the job site
fo t inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
nspection wt of b roe and a reinspection fee will be charged.
Signature L Gr d► ye`S"�..n-� _ Signature
Owner or Agent C tractor
'' -��--�—'
The for oin g instrument was acknowledged before me this_ The fore g instrument was acknowledged before me this.X ,,
day of uvik ,20 i 3,by day o V--A. ,2013,by
who is personally known to me or who has produced who is personally known to me or who has produced
L_ As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: Si P TWA
Print: s -State of Florida print: �(0 f Florida
My Comm.Expires May 31,2015 SO r fiAy Comm.Ex Tres May 1
My Commission Expir z1$�#liIYq°�•' Commission#EE 203923 My Com is' °'es: Commission N EE 203923
xAPPROVED BY Plans Examiner _ Zoning
view Clerk
(Revised3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/)9)
:FN 2 1aR ®x-58281
NOTICE OF COMMENCEMENT CR 9k 28670 Ps 12138 (1P9)
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION RECORDED 06/10/2013 10,46.40
HARVEY RUVINr CLERK. OF COURT
I—DADE C:OUNTYr FLORIDA
PERMIT NO. TAX FOLIO NO. ` " �2�5 ' 070 —0007 PAGE
STATE OF FLORIDA:
COUNTY OF MIAMI-DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real
property, and in accordance with Chapter 713, Florida Statutes, the following information
is provided in this Notice of Commencement.
1. Legal dMcription of property and street J address:
164-%1 1.�+r� �f�, -4 L1-t�3 . L o-r S Lass R!C4''-T i-w 1.Y L<+'A"o4 to-'�
_ 1 t IZ3� Nt 93fe?. s4+sb-r'
2. Description of improvement:
-- �\ �✓ �,ate-' Li►/ca+c.�_
3. Owner(sJ name and address:
�,,.y C.-:ti. mi as. tit %31 o
b-ws c,ti+-'W
Interest in property. C>-wYNA-#�
Name and address of fee simple titleholder:
4. Contractor's n me and address:
all
�W
5. Surety: (Payment bond required by owner from contractor, if any)
Name and Address:
Amount of bond$
6. Lender's name and address:
7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as
provided by Section 713.13(1)(a)7., Florida Statutes.
Name and Address:
8. In addition to himself, Owners designates the following person(s)to receive a copy of the Lienor's Notice as provided
in Section 713.13(1)(b), Florida Statutes.
Name and Address:
9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unles a
different date is specified)
`•,"r o"',, 000 THOMAS
Notary Public-State o or a
i rats My Conan.Expires May 31,2016
g w 1 ;+r� c� Commission#EE 203923
Print Own Name Prepared by
l
Swom to and subscribed before me this day aj 2013
Notary Public: Address:
Print Notary's Name: o—weP,S
My commission expires:
SCOPE OF WORK: DESIGNED PER: WIND LOAD: WIND: RISK CATEGORY 11 SOLAR SYSTEM COLLECTOR: APPLICABLE CODE: VOID WI7W1 AISED OR ELECTRONIC SEAL MAY NOT BE
USED FOR PLANS ON FILE •CERTIFY THAT THIS DESIGN&
(EVERY PULLED REQUIRES A SEALED ELECTRONIC PLAN OR SEALEOORIGINAL. SPECIFICATIONS MEETTHE
INSTALLATION OF A SOLAR WATER HEATING ASCE 1-10 DESIGNED FOR 200 MPH EXPOSURE CATEGORY 0 MODEL AE-21/AE-247AE-26/AE-2NAE-321AE411 2010 FLORIDA BUILDING CODE
PAPER CTHIS PLAN REQUIREMENTS OF THE CURRENT
SYSTEM WITH A ROOF SOP COLLECTOR MSC21/MSC-32/MSC-0NSHC-21JSHC-3213HC-40 FLORIDA BUILDING CODE.
e
ri ALLEN GEZELMAN
16502 HANNA RD.
a
LUTZ,FLORIDA 33549
%= The LeverEdge DOMESTIC HOT WATER(THIN) INSTALLATION NOTES:
ifg SOLAR UNIT(THERMAL OR PV)WIND FORCES GENRAL NOTE: PH.613ssonas
GENERAL:THIS DRAWING AND THE SPECIFICATIONS HEREON ESTABLISH THE MINIMUM REQUIREMENTS FOR THAN
i EQUIPMENT ON BUILDINGS IN FLORIDA 60 FEET OR LESS IN HEIGHT AND AT ROOF ANGLES FROM FLAT UP TO 45 DEGREES.PER SOLAR UNITS INSTALLED PER THIS PLAN SHALL NOT FORM PART
OF THE BUNTING ENVELOPE LIRE A WINDOW,DOOR.SKYLIGHT.OR BIPV.SOLAR UNITS SHALL BE MOUNTED ABOVE ROOF SURFACE LIKE AN AC ALL NOT WATER SOLAR COLLECTORS SOLD IN THIS STATE ARE REQUIRED
TO HAVE BEEN TESTED BY THE FLORIDA AEen@Gw hevIPECOM
tt THIS PARTICULAR INSTALLATION DOCUMENT,The Le—Edge DHW SOLAR PANELS MAYBE INSTALLED PARALLEL TO THE ROOF CONDENSER.THEREFORE,SOLAR UNITS THUS INSTALLED 00 NOT REQUIRE
A PRESSURE RATING AS DO ENVELOPE COMPONENTS SUCH AS WINDOWS.BOOKS,&SKYLIGHTS.SOLAR UNITS SHALL BE MOUNTED SOLAR ENERGY CENTER AND BEAR ITS CERTIFICATION LABEL THE COLLECTORS LISTED
ON THIS PLAN COMPLY WITH —.Ge4[—.PE.-
a�lY PLANE WITH HOW DOWNS FLUSH ON TOP OF THE UPPER SURFACE OF THE ROOF COVERING OR TLTED-UP TO ACHIEVE VERY CLOSE TO THE ROOF SURFACE THIS PROVIDES PRESSURE EQUALIZATION
BETWEEN THE ROOF SURFACE AND ME BACK DF THE SOLAR UNITS.THIS RESULTS IN NO SIGNIFICANT CHANGE IN THE LOADSON THE THOSE REQUIREMENTS.FURTHER INFORMATION MAY BE ACCESSED ON LINE AT:
1'a BETTER SOLAR COLLECTION.FLUS H-MOUNT SHALL REQUIRE 4-ANCHORS-(3/8-INCH DIAMETER CRS, ROOF FRAMINGFORAPARAUELMOUNTAND MODEST CHANGES IF TILT UP.HOWEVER W
THE INTERNAL AND EXTERNAL COMPONENTS OF WIND PRESSURE DECOUPLE,E.G.THE ROOF RESISTS THE INTERNAL WIND HTTP://WWFSEGUC F.EW/EN/INDUSTRYJEFSTING/STCOLLECTORS/HOT
WATER-RATINGS/INOEILHTM RAISED OR ELECTRONIC SEAN.
^ PRESSURES AND THE SOLAR UNITS RESIST THE EXTERNAL WIND PRESSURES.THE EXTERNAL WIND FORCES ME THEN TRANSFERRED TO THE ROOF FRAMING THRU THE SOLAR ATTACHMENT HARDWARE
WIND
B CORROSION RESISTANT STEEL IN PZ-14E PZ-Z,EXPOSURES CDN ES B 'H IN ALL WIND ZONES SINGLE TO
Ly IL CALCULATIONS LINK HERE H1TF.//V/WW.GEffiMANPE.COM/GE819tl[(201�BC_WINOCALCSHTM
AND INCLUDING 260 MPH.•cHORS EAN EITHER BE.A7 cowrRaciogs'CHOICE a�Antxogs Fort A SINGLE ' �c2
COL -ANCHORS MR TWO COLLECTORS THRU 115E OF APPROVED BACKING TO TIE THE TWO COLLECTORS i5
O Fg TOGETHER-SEEFIGUNE2.TILTOP 15 PERMITTED ONLY WITH THE FOLLOWING STIPULATIONS:A)NO INSTALLATIONS OUTSIDE WH COLLECTOR
Z S6 OF PRESSURE ZONE I:8)USE ONLY OEM HARDWARE-EXCEPT#14 TEKS PER FIGURE 2:C!COLLECTOR LONG AXIS HORIZONTAL NO PZ3 IN HVHZ PZ2 p '•L•(
® 20 3 Rj
g AND 30 DEGREES MAXIMUM TILT ANGLE;D)WIND ZONE 140 MPH AND LESS REQUIRE 4 ANCHORS PER TILT UP COLLECTOR;F! l l V 9I
y+ WIND ZONES GREATER THAN 140 MPH REQUIRE 6 ANCHORS PER TILT-UP COLLECTOR AND MINIMUM TILT POLE WALL OOF ROOF TRUSS ,
a B THICKNESS OF I/STH-INCH.CONTRACTOR SHALL KEEP LAG BOLT LOADING TO UNDER 528 POUNDS OF UPLIFT.REFER TO _
WIND LOAD CALCULATIONS AT HTTPJjVIW W.CADNCE.US/SW]•NINDLOADCALCUTATIONS.PDF t -
O Ldp -
S # WHEN LAG LIMIT IS EXCEEDED CONTRACTOR SHALL USE MORE ZAGS,180LT5OR ALL-THREAD ROD.FOUR}BOLTSOR .•'yC '
g ALL-THREAD RODS CAN HANDLE THE LOAD OF 2-EACH.dOSF SOLAR COLLECTORS IN ALL LOADING CASES ON THE CHART _;;.; ;_;y ._g;;;;,,
$ WHEN STRAYING INTO PZ2,INCREASE ANCHORS 50%ON THE PORTION OF THE COLLECTOR IN PZ2.ABSOLUTELY NO t Aft ___ _-'`_`L'L`::2"eh:i::f,+::::ifi't:_<i:::_i°_'^=<...
J
Q __" •_::_:__
g INSTALLATIONS IN PLR. Z13
2 TLSTOIGTI.ILE NUMSeDHWCOUECTORSINEEPHSSED MIAMI TESTING LMS WIND ALUATDTHEISTALATION CADTESTINGOM1 02PSFPER ASTM `Q PE.SS87BO VOIDWITHQD?
4 CURRENTLY' NUMB ER 9SL249I.Tdge AS ERIN HAS
INSTALLATION KITS FOUNDT THEM MEET THE -`
CURRENTLY' BY The teueTEdge AS OEM INSTALLATION KITS AND FOUND THEM TO MEET THE REQRREMENTS OF A
W $$ggg THE FLORIDA BUILDING CODE CURRENT AS OF THE DATE OF THIS PLAN.THERE SHALL BE NO SUBSTITUTION OF OTHER
1- g 8 VENDOR MATERIALS WITHOUT PRIOR APPROVAL OF THIS ENGINEER THRU TheL—Edge. PZ =PRESSUREZONE
Z B$'
HARDWARE:THIS ENGINEER HAS DETERMINED THAT THE HOLD-DOWN HARDWARE AND FASTENERS SUPPLIED BY The 00 �QQ' FRONT ELEVATION SECTION A
A6 Q}g 9WREdge WILL WITHSTAND HURRICANE FORCE WINDS UP TO AND INCLUDING 200 MPH 3-SECOND GUSTS THE ONLY erfAE tR•rd WZ =WIND ZONE SCARE 1rd+re- rAdv,
//�x .e
_ -�^ REMAINING VARIABLE OF SIGNIFICANCE IS THE ATTACHMENT OF THE HOLD DOWNS TO THE UNDERLYING ROOF SYSTEM G is @.US USING OEM HARDWARE.LAGGING
OF TLE DHW COLL ECTORS FOR F LUSH MOUNT INSTALLATION(PARALLEL WITH THE ROOF j MIDSPAN REINFORCEMENT SHIN COLLECTOR
SURFACE AND ASCLOSE THERETO AS PERMITTED BY OEM HARDWARE)SHALL BE ALLOWED IN EXPOSURE CATEGORY B AND C ROOF � COLLECTOR OVReT MOUNTING BRACKET AND 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 � /� ROOF PENETRATION APPROVED RACKING dm Im
THIE FOLLOWING CAUTIONARY RULES ARE OBSERVED.LAGS SHALL BE CORROSION RESISTANTSTEEL 318INCH DIAMETER y ANDFLASF�Xi YSTEM W/CHANNEL NUT Rm"Gr
O MINIMUM OR BETTER LAGS SHALL ACHIEVE ATLEAST 34NCHES OF THREAD EMBEDMENT IN RARER OR SLOUCH 4. TINT COLLECTORS MAYBE U ••• MEASUREMENTS MUST BE CAREFULLY
MADE AND PILOT HOLES SHALL BE DRILLED TO ENSURE HITTING UNDERLYING RAFTERS - MOUNTED ON 1.2W ALUM.ANGLE EXIS G ROO R+ �OR TPLSSES AND TO AYOD WOOD SPITTING.
v ATTACHED TO BOTTOM FRAME I'DIA SPACER 919 9154
SPECILLPROCEDURES TO USE WHEN,IN THE INSTALLER'S OPINION,HITTING THE CENTER OF TRUSS OR RARER WITH A LAG APPR RACKING WALL SPANNING BOTH COLLECTORS WO
WATERPROOF SEAUWT 6447251
CANNOT BE ASSURED.EITHER USE A 3/9INCH(MIN)-Y BOLT GRABBING THE TRUSSAWFTER OR US INCH DIAMETER IMIN) AND SINGLE SET OF OEM J/wsw.CALIY1N.oF
ALL THREAD RDD PLUS STANDARD FENDER&LOCK WASHERS AND NUT THRU MINIMUM a BY 4"By 9-BLOCKING ON THE OEM HOLD DOWN.
UNDERSIDE OF THE ROOF SHEETING.WHERE BLOCKING METHOD IS USED,INSTALLER STALL APPLYA GENEROUS BEAD OF HARDWARE LAGGING{ � ^
CONSTRUCTION ADHESIVE FOR MINIMUM OF i R ALONG THE NEAR JOINTS OF THE ROOF TRUSS AND SHEETING ON EACH J EXISTING ROOF TRUSS. 3B'LAG VOLT OR �N
TRUSS ON BOTH SIDES OF THE BLOCKING-SEE FIGURE 2 ON THIS SHEET, TOP CHORD J-BOLT(HOOKS TRUSS) O{I
PLUMBING SHALL BE PER FIGURE 1.FLORIDA PLUMBING CODE SHALL BE ADHERED TO.PARTICULAR ATTENTION SHALL BE
MG�N RO�RO1 LLIION AGAINST OVER PRESSURE AND FREEZING-PER FLORIDA MECHANICAL CODE,CHAPTER 14,AND PER NOTE
The LererEdl(e INSTALLATION INSTRUCTI ONS.THIS DRAWING SHOWS THE"D"VERSION PLUMBING.HOWEVER THERE ARE COULEC cfls MAY BE OIiB3NTA
OTHER VARUVM(PHOTO-VOLTAIC PUMP,WDIRECT,AND/OR DRAIN-BAOU WHICK ALTHOUGH NOT SPECIFICALLY SHOWN VERTICALLY OR HORUCRIALLY i_ .-' TYP.SHINGLE,MET,FLAT TILE DETAIL.
HEREON,ARE COVERED BY THIS SEALED DRAWING-50 LONG AS INSTALLED PER The Lm Edp INSTALLATION INSTRUCTIONS eCa-E-1-t4"t'L' APPROVED RACKING '
ROOFING INSTALLER SHALL ADHERE TO REQUIREMENTS OF fBC CHAPTER IS(ROOFINGI AND BEST PPACTICES THE AOINIQ40 BRACKET(SM DETAL
NRCANRCA ROOFING&WATERPROOFING MANUAL TO ENSURE THAT ME SOLAR INSTALLATION DOES NOT CAUSE ROOF LEAKS AT MOOTS CAN BE ON l�ES OR COLLECTOR i'OA SPXIE.LENGTH SYSTEM
W/CHANNEL NUT
INITULL INSTALLATION OR ASTHE SYSTEM-AGES". ADAISTRIASHTI@TCP�TRE 1'CIA SPACER.LENGTH
ENDS OF OOLLECTCR ('^+'' EXISTING MEMBRANE
gUESTroN R INSTALLERS,AUTHORITIES HAVING JURISDICTION,OR OTHERS HAVING QUESTIONS OR DIFFERING CONDITIONS. ` ADJUST FLUSH WI TOP OF TILE
APPROVED RACKING
F!A�CSNTFR THIS ENGINEER WRECTLY-[ELL:81 3650]246,E-MAIL:ALLENCPKiE2ELMANPE CORE 1"DNA SPACER ui
ROOF INSTALLATION DIAGRAM \ w/wATERPROOFSEAwNr
NOTICE TO AHJ,CONTRACTOR.OWNER&OTHER INTERESTEDPARTIES(O):THISPUWPROVIDES —a JUTS. 1 EXIST.BARREL TILE O Q
ENGINEER-SEA!ED DETARS&SPECIFICATIONS FOR INSTALLATION OF BOTH AE&MORNING STAR CORPORATION I SC)SOW WHERE APPLICABLE EXISTING ROOF TRUSS, OEM HOLD DOWN:
OCRESTIC HOT WATER SYSTEMS.AE&MSC ARE MADE IN THE SAME PUNT BY THE SAME MANUFACTURER.WHILE THERE ARE FILL CAVITY UNDER TILE TOP CHORD L40GM POSITION OVER
TRUSS
SLIGHT PHYSICAL DIFFERENCES,THESE SYS TEMS ARE EQUIVALENT STRUCTURALLY,HYDRAULICALLY,&THERMALLY AE DETAILS ARE Wf EXPANSION OONST.FOAM 3f8-LAG OLT OR
SHOWN ON THIS PLAN SHEET,BECAUSE AESTHE VOLUME LEADER.MSC DETAILS MAY BE VIEWED AT,http.//a'ww.4etsdmmm/
J•BOLT(HOOKS TRUSS) LL
ALUM.TUBE TYP.BARREL TILE ROOF MOUNTING DETAIL 0 Z
ALL THREAD ROD. FILL W/1?ART —SHIN COLLECTOR
ALL AFFIDAVITS, DESIGNS.OPINIONS,CALCULATIONS 8 OTHER ENGINEERING SERVICES PROVIDED BY ALLEN JBOLT OR LAO POURABLE WATERPROOF APPLY CONSTR. EXISTING
ROOF MOUNTING BRACKET
CONSTRUCTION SEALANT
GEZELMAN PE AND HIS ASSOCIATES ON ANY AND ALL PROJECTS ARE SUBJECT 70 THE PROLUSIONS OF EJCDC C•700 MOUNTING BRACKET ADHESIVE MEDIUM
OEM HOLD COMM:
(ENGINEERS JOINT CONSTRUCTION DOCUMENT COMMITTEE . STANDARD GENERAL CONDITIONS OF THE BEAD BOTH SIDES OF LAGGING(POSITION OVER TRUSS)
CONSTRUCTION CONTRACT)CURRENT AT THE TIME.THOSE OBJECTING TO SAID EJCDC C-70D OR PROVISIONS INTERFACE BETWEEN J.BOLT(`HOOKS TRUSS 1 E
THEREOF ARE DIRECTED NOT TO USE THE AFFIDAVIT,DESIGN.OPINION.CALCULATION OR OTHER ENGINEERING ROOF SHEETING AND BLOCKMG(BETWEEN TRUSSES) O
BE OFFERED BY ALLEN GEZELMAN PE AND HIS ASSOCIATES ON THE PROJECT.EJCDC C-700 MAY BE VIEWED AT: TRUSS SEALANT FOR WATERPROOFING
HTiPi/OEZELMANPE.COMIFREFERENCE/AG/C-700.PDF ALUM TUBE Z
1 FOOT IN EACH
ALUM TUBE III DIRECTION STARTING O
FROM BOLLEC NEW OR
(III
MOUNT B �1
PITCH PAN ALUM TUBE ALL-UTHREAO ROD.
4x4 BETWEEN TRUSSES
W CONTACT W/PLYWOOD
DIRECT'D'SYSTEM TYP•EADOF WSSiR•
THIS DRAWING SHOWS The LeYerttlge DHW PITCH PAN TOEOPCHORD TRUSS.. CD
'D'(DIRECIISYSIEM ANDTKS PARTICULAR SYSTEMSPWMBWG.THEREARE OTHER,SLIGHTLY DIFFERENT,The W-Edga DHW SYSTEM ALL THREAD ROD. NOTE-THERE SHALL BE AT LEAST 4 HOLD-DOWN
ATTACHMENTS FOR EACH SOLAR COLLECTOR ON A ROOF. vJ
VARAMSWRtla AM AM COVERED BY THIS SEALED DRAWING.THIS IS BECAUSET1ffCRITICAI.HEMENT-THE COlECTORISI AND ROOF TILE ROOF:CUT OUT RECTANGLE FOR PITCH PAN, JBOLT OR LAG Z
MOUNTING DETAILS REMAIN THE SAME WHETHER Th.L—Edge-DHW SYSTEM OEM 94STALLEDISA DIRECT.MIIRMORDRAN-SACK INSTALL AND FILL W/1-PART POURABLE WATER PROOF TYP.MOUNTING DETAIL
MODELS WHMHCAIV BECONRGURED WITH UFMANA/COR PHOTO-VOLTAIC PUMP
ORD/CCON7ROLLEDELECIRCPUR4P CONSTRUCTION SEALANT YxP:t-vr.ra•
/ ALTERNATE.TILE ROOF MOUNTING DETAIL ! , Q
9urt Shindard Mount.
ICOLLECTOR SENSOR BrAL.B:a•.r.p U. dtm
g ) FIGURE 2 ter ...
Oz Q%U
I Sysm
Li
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EXPLANATORY INFORMATION j q ® 1423GUNNHIGHWAY
SOLAR LOOP DRAIN
p ISOLATION VALVE ENIARGEDYIEW WG&HYPERUNKS: ® ODESSA,FL
iGW
SOLAR LOOP ORAL EXPANSION TANK PRINT VERSION OF THIS PLAN PROVIDES MINIMUM INFORMATION NEEDED BY USERS.
G DIFFERENTIAL CONTROL ELECTRONICVEWON(EV)PROVIDES MAGNIFIED WELDING W706400%.EVALSO PROVIDES HYPERUNKACCESS TO OEM }F4F
F>m MOTORIZED BALL.VAL MANUALS AND ABUNDANT OTHER SUPPLEMENTARY INFORMATION.
Y O Z¢O ET EV MAY BE ACCESSED AT HTTP://WW W.GEZELMANPE.COWGENEFUC/AS.1.3.WH-10.PDF MH ��12-TM
h a' �' MOUNTING BRACKETS
THERE ARE THREE PROPRIETARY RACK SYSTEMS APPROVED FOR USE WITH TMS PLAN.THESE MAY BE E15EDTO SUPPLEMENT
HOT WATER OUTLET 1 COLD WATER INLET OR D.IN THE REPLACE TNT DRAIUS SHOWN IN RGURE 2.IN ALL CASES NS AND THIS INSTRUCTIONS FOR ONS SHALL BEING SrAE:NT.(i HINGE
MOUNT
¢ ! SHUT OFF VALVE CLIP
y.: t , USED.INTf1EEVENT Of ACONfII[TBETWEEN OEM INSTRUCTIONS AND THIS PLAN,OEM INSTRUCTIONS SHALL PREVAIL
K W At:
W�s�g ...i.' . I Pl18LISHED:0a091127.0235 PM
,5 'f:'::ii n:'.UI: ! OEM MANUALS MAY BE ACCESSED ELECTRONICALLY USING THE FOLLOWING HYPERUNKS: OEM FURNISHED FASTENER
}�� $ :., ::.U::I(. I HTTP://WWW UNISTRUT.CORE/LQERATURE/WDEXPHP7DDC-N014&PG-1
¢O to BACKUP ELECTRIC ELEMENT— 'ti' ii" HTTP.1NVWW.IRONRIDGE COWFILES/XRS/IRONRIDGE_XRS 2 RAIL SYSTEMACIF 3'8--16 FINISHED
{ I �( ! HM://WWW-UNIRAC.CDMfPD;/11227.PDF HEX NUT
p F
(D5 DIP TUBE ..I..:.:G:'i){' ! 1/4'-20X 172'HIEX THSHEET PLANE
(7-M W I I" n{'. I 1001.ATgN VALVE(OPIIDPIM.). STRUCTURAL LOANING: CAPSCREW
Z ZO< STORAGE TAN { { 1J(_ I TANK SUPPLY BF'BII OFF THE SOLO WAS QUIPMINT RERESENTEENTIREIS STATE
PLAN I POSESA INCLUDING LOADU
SOLAR LOOP GRAN(IOPIXONAU THE SOAR EQUIPMENT REPRESENTED ON THIS PLAN IMPOSES APOSITM LOAD UPON TIff ROOF STRUCTURE OF LESS THAN i-x 1-x O.OTY
3n^z I u ri{. i Fl9?EPRDILOIIOAVALVE(CPIIONAL) 318"-16X4-HEX SHEETNAME:
fn1 4-PSF/WU .GrZELMANK.0 M/GE ERIC MAYBE VIEWEDAT: ALUMINUM
W1^ zQ I F/ t 4'{' ! TBFSIA
RELIEF VALVE
HTTP:J(YdWW.GELELMANPE.COM/GENERIC/2010FBC LWNDCALCS.HTM $QUAKE TUBE CM SCREW ��RF�
TANK SERI t"UI'J PF�9URE PB.6L VALVE QUESTIONS REGARDING ROOF PRESSURE ZONES ARE REFERRED TO THE ASCE IO DIAGRAM FOUND ON PAGC 5 AT THE ABOVE &
PERMIT S_-
I. ...
A ViwOPOOALI UNIRAC HYPERLINK, 38-16 X 1-3/4'HEX MOTORIZED,BALL VALVE CAPSCREW
Lu ORAWN:SB CHECKEDAG K oio f "u :
E3.ECIfBC PAM'
a Odd
TANK ORAIN 0PA!'®ONTA6gC TRIANGULAR MOUNTING
SHEET NO:
.-7 FIGURE 2
w R W Fi� FI TILT KIT-DECK ANCHOR B'^D"� 02 YA P YuaE9 A.1.3.10
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. NAM ENERGY TECHNOL OQZES LLB,
Glazing: it—Series Absorber Plate:
Low-Iron tempered glass, exclusively With exclusive - selective "Crystal Clear" inside Manufactured by Thermafin-
using our"High T" tempered glass, yj
a 100% copper absorber plate,
with a total solar energy transmission the fin and the riser tube are
of 90%' molecularly bonded by high-
Collector Frame and Battens: l g frequency forge welding.
Type 6063-T6 extruded aluminum
frame and battens with electrostatic �� �� E � v Absorber Coating:
Exclusively by Thermafln"" Mfg„
bronze plate finish that facilitates a Selective "Crystal Clear" Coathl
long life and strength. x
a = 0.96 E = 0.08
Insulation: Gasket Grommets:
Polyisocyanu rate foam board ti 1 A UV durable EPDM, U-channel
insulation. Foil-faced, glass fiber-
reinforced,
x � gasket with molded corners whdh
rigid board Thermax + prohibits water penetration and
sheathing (1-1/4" in the bed / 3/4"
in the sidewalis). assures long life. Extruded Siil¢
x°'
Grommet with 1-1/8" Bore.
Mounting Hardware: Corner Bracket:
The variable"Quick Lock" mounting Architectural aluminum angles
hardware reduces mounting time inside with aircraft-grade pin
and makes it simple for anyone to grip rivets to ensure high
install. The Quick Lock System allows stability.
the highest flexibility In mounting and
is tested to allowable loads of 51 PSF ° h� , � '. Fasteners:
Mounting possibilities include: Pitched Collector AE-21 AE-24 AE-26 AE 28 AE-3 AE-40 5056 Aluminum rivets secure
roof, Flat roof, Ground, Balcony, and Length (in) 85,187 97,187 77,187 85.187 97.187 1217 the backsheet. Batten screws
Facade mounting. Width (in) 35.187 35.187 47.187 47.187 47.187 47,187 are 18-8 SS, 10-24 x 3/8", hex
Hei ht in head screws, and black oxide
Design Life: 30 Years g 3.137 3.137 3.137 3.137 3.137 3.137 coated.
Warranty: 10 Years Gross Area (ft2) 20.8 23.7 25.3 27.9 31.8 39,7
Working Pressure: 165 PSI Fluid Capacity (gals) 0.70 0.76 0.90 0.96 1.05 1.22 Backsheet:
Flown Rate: 0.5 to 1.8 Dry Weight Ibs 7
GPM 9 ( ) 4 84 1 90 Type -
99 113 153 yp 3105 H14, 0.019 stucco
(recommended) embossed aluminum sheet (bron")
�. pop-riveted to aluminum frame.
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A P P L I C A T 10 N S �suitahka for use as followst
Thermostat Wire is a class 2 ponder-limited circuit cable for use In thermostat
+ control applications
STANDARDS & REFERENCES
0 150 Voltage rating per NEC*Article 725
ETL listed to UL 13
e Meets UL 1581 Vertical Tray Flame Test(FT-D
o Type CL2
CONSTRUCTION
e Solid copper conductors with 6 mils of PVC insulation
° e Conductors are covered with a brown PVC jacket
e Ripcord
MW 150 Van
�. .� �-i3®sistaat . . •
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INK
fig/ @� g g ®� p �o ee oo B �s EN TS AN p� p �o p/ p gs g �c INK
4-
1812 Red,White 14 132 16
1813 Red,White,Green 14 140 22
18/4 Red,White,Green,Blue 14 154 28
Red,White,Gran, 34
1815
_ I Blue,Yellow _ _ �
J8/6 Recd,White,Green, 15 186 44
Blue,Yellow, Brown
1 , Red,White,Green,Blue, 15 186 45
Yellow,Brown,Orange
1818 Red,White,Green,Blue, 15 202 52
yellow, Brown,Orange,Black _.........._ _ ._ �»
11 Red,Whita,Green, Blue,Yellow, 15 218 57
Brown,Orate,Black,Pink -
_ Red,White,Green,Blua. 15 246 65
18!10 Yellow,Brown,Orange.
Black,Pink,Gray --
_._ Red,White,Crean.Blue____�___._.__._---•___-._
1012 Yellow,Brown,Orange, Black. 15 245 74
Pink,Gray,Tan,Purple
Ilp 1 hannoatat Who Is constructed with solid conduciors,PVC insulation(6 mils),parallel conductor,PVC acket,25 pFtft
capeCitanoa between conductors®1 KMz(nom.),slut 6.92 Otrmsl1000 foot rorstares conductor 4,20°C(rrom.).
r.
21Y2 Red,White 14 114 1
2013 Red,White.Green 14 12 J 15
2014 Red,White,Green,Blue 14 132
2ov5 Rol,White.Green. 147 22
_ Blue,Yellow
2016 __....._� .-- Red,White.Crean,.._.___ ...._..-__._a$._.. - 160 26
_ Blue,Yellow, Brown
2W Red,White,Green,Skis. 15 160 29
Yellow,Bmwrn,Orange
2018 Red,White,Green,Blue, r 15 173 33
Yellow,
_ grown,Oranq.Black
2119 �~ Rol,White,Green, Blue,Yellow, 15 185 37
Brown,orange,Black,Pink -_.-
_ Red,White,Green, Blue, —
20110 Yellow,Brown,Orange, 15 202 40
Black,Pink,Gray
20!12 Yellow,Bro n,Green. BBlack, _ 15 209 47
Pink,Grey.Tan, � le
All The n Wire Is constructed with solid conductors,PVC insulation(6 mils),parallel conductors.PVC jacket.22 pF/lt
capacitance between conductors®1 KNa(nom.).and 10.73 Ohms11000 foot DC mWsum per conductor 0 2011C(eenn.).
r
If
H PUMPS
N- ac -
� 1 I IN
414
;4119 PIUMOK Aft,GL81dVi01W,IL 80028-9388,U.S.A �p
PROM o 184'7)'720.6300•PAIfr(847)720.9902 �1 WATER PUNM
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eri
OWIL-1-18-0 BRUOL
Oerlter low l4w"b*
M RtMUM: BR Bronze,PL Polyautform plastic,C=Center trial.H5=High Speed
, ;The March 809 Series hot water booster centrifugal magnetic drive pumps are a rxln-self-prGning unit IwNt hie Uat>sfei in
ll O n9 an wo1Mg orations.Contest the factory for VPDCBUon assistance.
The 009 Series pimps should)3e instaUel with the pump housing arrow pointing In the direction of How within"OVAGm.If the
• arrow{nom flow Is rot.In the direction required,•remove the housing screws(item 1)holding the housing to the motor We"and rolaw the hotwing
assembly as required. Repute the screws and tighten. The pump is composed of a wet end assembly whi+Ut can be sep MW by 111=fffift Ow
t (tmn 1�The pump will them gate Into 2 parts.The liquid will be c ontah-ad within the wet end assembly w*w the BMWs MOM 14)On tl1e
row tw uft are lacamd.
Bnushless motors must be operated within a restricted voltage row due to the electronics in the motor.The red lid Is poste&
blue Is negative. The range for 12 V.D.C.motors Is 10V to 14V and the range for 24 V.D.C.010"to 20V to 28V.
12V DC&24V DC rush
SPECIFICATIONS 43R 009-PL 80"R-C 809-PL-C R 09-PL448 R-HS-C
max 1 8.9 98.9 22.7 22.7 .7 .7 30.2 30.2 28.3
6 6 a a 8 9 6 a
m 2i 21 2.1 4.7 4.7 4.7 4.7 81
it
Max Head 7.1 7 7.9 3. 7 7.1 3. 7 7.9 1.0r 1 .6 .7 to's(0.7)-- b_6 6 b 2M2 2
Ir" 112°MPT 112°MPT 3f4°APT 3/4°MPT 1PC MPT 112°MPT 314°MPr SW WT 361'fti P
9 112° ti0'I
ir MPT 1 9 -19-ME
1i2' 1 1
Malt Iu> 1 iso 60 60 60 160 60 150 60 160 $0
Pure 10 3.4 90 3.4 10 .4 90 A 1 3.4
Max t!Quad 260 260 2w 250 250 250 260 200
Tamagalum 121 121 121 121 121 121 121 121 1
FWa-d 2.05.6 214:6 2615.6 214.5 2.6!5.5 214.5 2.6!6.6 214.6
M1+�to1 Tq� DC DC DC DC DC DC
i2v w d 24V 12V and 24V 12V and 24V 12V and 24V 12V and 24V 12V and 24V 12V and 24V 12V and 24V 1$V turd 12V attif 24V
VOW 9 4 12 24 1 24 12 24 12 1 24 12 24 12 2
3 13 i3 i 13 Q is 13
Amps 1 OAS 1.1 1.1 0.65 A 1.1 0.65 3.6 118 3.6 1.8 3 6 1$ 3,8 1.8 3.1 18 1 1
No 1H iH 1 00 11100 9 00 1/100 1 OO 9 00 1 1 1 1 1 . 1
Kw 0. 0007 .007 7 O. 0. O d
ROM 850 9 1860 9 18511 1660 10� 1 3880
1 load WOO Wft leads laws loads leaft
(�rerali plane 1 4.87 14.67 4.88 4. 4.89 4.69 4.6� 4. 4.87 4.88 4.60 4.68 4 4.
Dlmet�ttu>8 dU1t011 3.31 3.31 3. 3. 4.60 4.60 4.60 4.60 3.31 .38 450 4.60 4JAD C
894 868 8.04 898 833 835 7.93 7.65 8 8.84 8.33 7.83 817 b
3 a
a
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1 3 4 $ 6 7 8 1°.1 11 13 14 18 1817
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0 1 •
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A' CITY SAW#
1 x1 4 S S S S t3 g S S
ronze Center Inlet i ti08 0142-OQ00 S
rprlge I &outiet 9 1 S g 5
Center In* i 17 1
p t ifone 1 Intel&Outiat 9 Og-007 S
Sfiicons 0.070 CS x 2.441 ID 1 S S
7 SI 1118 CS x 2 ID 1 7- . S
ashe 1 1 S S S 5 S 3 S S
9 Stainless 1 1- S S S S S S S S 5
1 Stainless Lett Hid need 1 1 O — S S S S S S
1 e, erypr� 9.19198 Di i� S S S
efloN 2 Dla. 1 92-1 S S S S S S
1 stain en
94 sorewr Stainless #&32,x318 4 9 9 S S 5 S S S s S s
15 �� 0.250 Bore • 1 126-008301 S S S
8mm fare i 12
O Y 0.392 Bore 9 17-0 S S S S
1 tatnless x V2 1 4 150-(� 5-1 S S S S
g Stainless f18 9 9 S S 5 S
20 Screw x W4 L 4 1 1 S S 8 8- . S S
29 astreP Stalrtf 4 20-0010-1 5 S. S S S S
lit 9 1 S g S S S S S S S
1 123.010&1 S S S S
4 NiOtGr 12 8ruslt RPM 9 901-1 s S S S
38W RPM 1 t10g-0103-1
20 Mo6ar 12 t3[ttsh 1850 RPM 9 -0 00 9 S S S S
24 fresh 9860 ' M 9 102-9 S S S S S
Moto 12 RPM 1 126-0127-1 S S
29 a _RPM 1 0925-0128-1
11 9 9 1 O: 0'.
• Ati spactitaaitats&data are based on pumping water&ere intended as a guldellne only. Specifications may vary with different motors.
!?gR,Wt ; Forma all local sled tcal and safety codes, and Nis Oorupailonsl Safety and Health ad(OSHA). Make P
ca+lait►that the power swee c oribms to the its of your equipment.Always dish power MM before perfuming any wank on or near �
the electric motor.Caution must be exemieed to relieve any pressure In it-*system and in draining hat crater from the pump or the system. Amt
cannot recommend no 849 Series out of bronze where the liquid Is used for human consumption per California Law►due to tiro presence of lead.
The mokw can be removed from the wet end assembly wW=A draining the liquid tom the system. To do so remove four aarews(Item 1)and slide the
mote assembly away. if pats inside the wet end assembly must ire removed,Mate the pump or drain the system. When the system Is drahted and
onol,remove#0 four scrosws(Item 14)from the Mer of the housing, The ran housing can now be removed. Remaining pump parts can be removed.
Replace any w om or damaged parts.Replace the°O°ring anytime the rear housi V is removed.
° March pumps are guaranteed aniy against defects In wakmanahip or materials for a period of one year from date of
manufa 119 p n9 iAS .For the complete warranty and to register online go to wnwA►.mard%pump. arrenty-rc2lstratfan
sy'•
i
s mss
ti
'POLAR STORAGE TANKS
WITH ELECTRIC ELEMENT
r Tan Mn a - x
-1
a
/yJ
...jam.
o . 'N®n-CFCF' m insulation
Foam Insulation saves fuel by retarding heat loss,
• a
* Fused Ceramic Shield
Appfled under pressure and fired at 1600°F to completely cover the tank interior.
Is provides a tough interior surface for storage tanks and maximum protection r
against the wearing effects of high-volume and high-temperature hot water. r '
® Anode Rod a
r
Promote longer tank life through even distribution,for protection against
corrosion of tank interior.
® Faday-Suppfied Top Temperature and Pressure
Relief Valve t `
® F'adwy4nstaNed Dielectric Nipples
Pre-r Pr&-*7r@d Sensor Lead r
From storage sensor mounting stud to top of tank.
Does not indude sensor
Water Connections
Accessible from four factory-installed 314°dielectric nipples located on top
c fr x5
of tank, k c
• r
• 4S Heatino Element and
tic Thermostat
Where a back-up system is desired,
• tab fisted r
odel # . SE62-80H-045S SE62-1198-0455 ...
Gal Capes 60 119
ght Wtr Conn. 60.25 62
acket Diameter 24 28 6-Year Umihted rank Warranty
ght Top of Tank 59.25 61.5 Heavy r?auge steel is automatically formed,rolled and
Nght Top UP 59,25 61,6 welded to assure continuous seams for Fused Ceramic
SOX. ��' 91 Shleld m lining. Each tank is triple tested to ensure quai-
PP R 9 27$ ity.
C,-Y¢ar Par&Warranty
Original factory parts warranted for 6 years.
Copyright®by American Water Heater Company 2005. For compiete worrantylnfonnation cmwir the written owmnty of
All rights reserved. American water Heater Coma at 1100 999-95 15.
eaeakae.m�maai+v+�+ taeao��wrd11®r _ ; ..
SUMMARY INFORMATION SHEET
FLORIDA SOLAR ENERGY CENTER i3 November 2002
1679 CLEARLAKE ROAD, COCOA, FLORIDA 32922-5703 (321) 638-1000 FSEC#00090N
MANUFACTURER
Collector Model
Alternate Energy Technologies, LLC AE-40
1057 N. Ellis Road, Unit 4
Jacksonville, Florida 32254
This solar collector was evaluated by the Florida Solar Energy Center(FSEC)in accordance with prescribed methods and was found to meet the
minimum standards established by FSEC. This evaluation was based on solar collector tests performed at the Bodycote Materials Testing Canada
Inc.,Mississauga,Ontario,Canada.The purpose of the tests is to verify initial performance conditions and quality of construction only. The resulting
certification is not a guarantee of long term performance or durability.
DESCRIPTION
Gross Length 3.080 meters 10.10 feet
Gross Width 1.200 meters 3.94 feet
Gross Depth 0.079 meters 0.26 feet
Gross Area 3.697 square meters 39.79 square feet
Transparent Frontal Area 3.482 square meters 37.48 square feet
Volumetric Capacity 6.1 liters 1.6 gallons
Weight(empty) 66.7 kilograms 147.0 pounds
Recommended Flow Rate 76 mvs 1.2 gpm
Test Pressure 1103 kPag 160 psig
Number of Cover Plates One
Flow Pattern Parallel Forced Circulation
Number of Flow Tubes Ten
.�' MATERIALS
Enclosure Aluminum frame, aluminum back
Glazing Tempered low iron glass,0.40 cm thick
Absorber Copper tubes welded to copper fins
Absorber Coating Selective coating
Insulation Foil faced polyisocyanurate,3.2 cm thick
THERMAL PERFORMANCE
Tested per ASHRAE 93-1986
Incident Angle Modifier KTa=1.0-0.19 (ccsA I)
Efficiency Equations
ri= 72.0 - 501 (Ti-Ta)/I rl= 72.0 - 88 (Ti-Ta)/I
ri= 70.4 - 346 (Ti-Ta)/I - 1605 [(Ti-Ta)/1)2 t1= 70.4 - 61 (Ti-Ta)/I - 50 [(Ti-Ta)/Ij2
Units of(Ti-Ta)/I are °C/Watt/m2 Units of (Ti-Ta)/I are OF/Btu/hr-ft2
RATING
The collector has been rated for energy output on measured performance and an assumed standard day. Total solar energy available
for the standard day is 5045 Waft-hours/m2(1600 Btu/ft2)distributed over a 10 hour period.
Output energy ratings for this collector based on the second-order efficiency curve are:
Collector Temperature Energy Output
Low Temperature, 35°C (95°F) 44,300 Kilojoules/day 42,000 Btu/day
Intermediate Temperature,50°C (122°F) 36,300 Kilojoules/day 34,400 Btu/day
High Temperature, 100°C (212°F) 12,200 Kilojoules/day 11,600 Btu/day
REFERENCE 00081N
ELORTDA SOLAR ENERGY CENTER'"
.A► p!°nved Solar Energy System
Approval Data: D"nber 1991
FSBC 0 59022 Revision ice: July 2011
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tI t(at .Z�SO MOM"Hsp must "��lirre mum twidam
aA to the m t8L`k� •to OWN",tM rem MGWW =WdOt 61 ttl�fOtl0Wgt9
2011 l�l�ratArtes "
. �.�;.,.. .i:�aa.t•���a Dior-�t�:.l�dr .�.. ;�r•.i�t��'�ti�:1�Fo�'�i�a� 'ok $ dvi :•.
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CFC,.428197 Current,ActivO
Plumbing +- .� t primary Curt Plumbing 08/31/2014
6ddMvs-1 13102 CW..WWAM LOW►W MM-ft-.34M
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Certif ed Plumbing a8A cart Plumbing pg/3 014
COf&QCtOr L&.—CZ
MOU Addmons 13102 COUMA"M LOOP CLEL114 MT'fit.34711
o 0*0 Adidre86-Thl9 addTM is VM itrImM Address on�+• e a wkA it r U m v4Q be sank(If diffeten8�n sta
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rettaet9.If you do nu wmt:Y •-eatleae a08..t You he"�8DY P 9.nW
t law.mneN uthlr sere nc®aa,ONOM the CM20 tw Oft"°t�' n ' p� the k�
a�0 eteWronk to s� 96.275tt).#torte 8t"Q%epeCkWOOtbNfer t.�0 W W�"ft Valk 8n enw,Boom
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-
- Approved /
Approval Date: December 1991
�
FQEC S9022 Revision D�� July l [
DWRIBUrOR
OpV'8O'4U
1423 Gunn HighwAY
Odessa, Florida 33556 �P�p�� in Wn�mr�mns� with the Florida
the Florida Solar Sn��Y ��nno: 104-10) and was
f0t Solar IDOM%stir. Water and Pool Fld�dng Systerns (RSBIC Standard
North Central
The caleulated Florida Energy Factor-, for this lYst"n are: .............. ......
"nergY Technologies 0 09M
4. Alternate Energy Technologies 0008 11IN A l",.2 1 2
. _ �
2. Atly Equivalent UL. LiStedTank
3.
Power Draw
Model Nu
Ma f. eturer 48
' — Model
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\ MV�� '' '''
\0 ��
' k4SX'\0 10 Watt
2. Nolarex
A2'O\W \OYVau
A BE SX'31 0] 10 wait
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7, Prnmxo Protedi011 vanvn
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1128113 mwwgezd manpe.cawgeneriowUncPressLue.mm
0101`13C wind calculations ASCE 7-10
2010 FBC .
Page 12 Allen Gezel man, LEED AP, CSI-CDT
LOW-SLOPE
These calcs accompany my standard FL PE 59180
plans which bear raised seals. Therefore, 16502 Hanna Rd
these calcs are deemed to be covered Lutz, FL 33549
by the seal bom by the base plan. Phone 813 9091956
Those needing separate sealed document E-mail alleni@g,-7PIm;knne.com
are requested to contact me directly. Website www gezelmanoe com
Calcs for differing conditions available upon request
s
Calculated per Eqn 30.3-1 wJ ASCE 7-10 tabular values
These calc results mirror the display formats'of RAS 127&128
Risk Category II, Vult 175, Exposure C, Pasd 3 excluded (HVHZ prohibited)
Low Sope these pressures are negative (uplift)
mean hgt Pasd(1) Pasd(2)
201< 36 64.8 PS F
=20'-<=25' 37.6
'67,7
=25'-<=30' 39.2 70.5
0'-<=40' 41.6 74.9
Risk Category II, Vult 175, Exposure D, Pasd 3 excluded (HVHZ prohibited)
Low Slope these pressures are negative (uplift)
mean hgt Pasd(1) Pasd(2)
206< 43.2 77.7 PSF
-20'-<-25' 44.8 80.6
=25'-<=30' 46.4 83.5
0'-<=40' 48.8 87.8
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June 23, 2012
i
6/4/13 - Property Search-Report
MIAMI-DADE COUNTY
OFFICE OF THE PROPERTY APPRAISER
PROPERTY SEARCH SUMMARY REPORT
Carlos Lopez-Cantera
Property Appraiser
Property Information: '
Folio 11-3205-027-0060
Property Address 1237NE93ST
Owner Rame(s) LUCIA NA MZAMfTH FISCHER '-
Mailing Address 1237 NE 93 ST
MIAMI SHORES FL
33138
1300 SGL FAMILY-2801-3000
Primary Zone v�
SQ
Use Code 0001 RESIDENTIAL-SINGLE
FAMILY
Beds/Baths/Half 3/1/1
Floors 1
Living Units 1 - rTtt n z
Adj.Sq.Footage 2,471
Lot Size 10,800 SQ FT Aerial Photography 2012
Year Built 1956
Full Legal Description BAY LURE PB 44-63 Taxable Value Information:
LOT 5 LESS WLY25FT&
WLY25FT Current Previous Previous 2
OF LOT 6 BLK 1 Year 2013 2012 2011
LOT SIZE 75.000 X 144
OR 19561-3030 03 2001 1 Exemption/ Exemption/ Exemption/
COC 25624-2303 03 2007 1 Taxable Taxable Taxable
IMPORTANT NOTICE County $50,000/$326,315 $50,000/$343,449 $50,000/$292,145
The 2013 exemption and assessment values currently show n are prelir inary
and are subject to change until they are certified on July 1. School Board $25,000/$351,315 $25,000/$368,449 $25,000/$317,145
Assessment Information: City $50,000/$326,315 $50,000/$343,449 $50,000/$292,145
Current Previous Previous 2 Regional $50,000/$326,315 $50,000/$343,449 $50,000/$292,145
Year 2013 2012 2011 Sale Information:
Land Value $197,278 $186,945 $155,787 Date Amount ORBook-Page Qualification Code
Building Value $179,037 $206,504 $207,846 8/2011 $425,000 27804-1456 Sales qualified as a result of
Market Value $376,315 $393,449 $363,633 examination of the deed
Assessed Value $376,315 $393,449 $342,145 10/2008 $410,000 26609-4898 Other disqualified
Benefits Information: 10/2008 $10 26951-0731 Sales w hich are disqualified as a
result of examnation of the deed
Current Previous Previous 2 3/2007 $820,000 25624-2303 Sales which are qualified
Benefit Type 2013 2012 2011 3/2001 $296,000 19561-3030 Sales which are qualified
Save Our Homes Assessment $0 $0 $21,488 7/2000 $0 19408-1809 Sales which are disqualified as a
Reduction result of examination of the deed
Homestead Exemption $25,000 $25,000 $25,000 4/2000 $0 19214-2833 Sales which are disqualified as a
Second result of examination of the deed
Homestead Exemption $25,000 $25,000 $25,000
Note:not all benefits are applicable to all Taxable Values(ie County, 2/2000 $0 18986-0045 Sales which are disqualified as a
School Board,City,Regional). result of examination of the deed
11/1995 $195,000 17008-1669 Sales which are qualified
9/1994 $160,000 16569-0691 Sales which are qualified
8/1994 $0 16502-5296 Sales which are disqualified as a
result of examination of the deed
11/1990 $151,000 14798-2369 Sales which are qualified
I
6/1972 $53,000 00000-0000 Sales which are qualified
aisweb.miarrddade.aov/Prooenl Gearch/orintMaD.htm 1/2
Permits By Contractor
Permit Number Application Date Expiration Date Status
SUN STAR ENERGY LLC Phone: (561)287-1118
PL-10-12-1955 10/18/2012 01/01/2999 CLOSED
PL-6-12-1188 06/28/2012 01/01/2999 CLOSED
RC-4-13-719 04/10/2013 01/01/2999 CLOSED
RC-6-12-1189 06/28/2012 01/01/2999 CLOSED
RC-6-13-1442 06/25/2013 12/22/2013 APPLIED
WT Ai .
PaOW2-7-17
Monday,July 1, 2013 Page 1 of 1