HomeMy WebLinkAboutSUBMITTED PAPERS1
Date: -4ee Due; - Recei t# Permit # J
Planning & Development Services
Building & Code Regulations Division
TY 2300 Virginia Ave.
+ 1 . A Fort Pierce, FL 34982
(772)462-1553
v
SPECIALTY PERMIT APPLICATION
S`cq
❑ Electrical El Plumbing ❑ HVAC ❑Fence St 44� &), 4)
❑ Shed ❑ Demolition ❑ Gas ❑ Siding % County
See nape 2 for instructions and additional paperwork required for specialty permits
1. Location/Site Address:
? 0,44 2 AYt(J -
1
2. Parcel ID Number: 3 !d 0 2 (1/1/
I/►T- aL2CF-, 3_Jyq�?Z
Only
Section
Township
Range
Map Page
ing
Land Ux
loitiab
3. Complete Description of Project or Work:
r- /)1.4 n UJAI-C, 2 _)-
S
4. owners Information y 5. Contractors Information
Name: Gf� ��l 0n 2r'S FL Reg/Cert #: " �, � 2 7�% l/ V
Address: J f 0 H l i_ A-7')77?- f'r 12'
City: C' State:
Zip: % y Phone:
6. Value of Construction: S' , q Z)
County Cert#: 2-6 K 1,6
Business Name: A.) yM,,?
Phone- ` "i 2.q'v Fax- 64tO 7
f 7 Yj
OWNER'S AFFIDANTT: I certify that all of the information contained in this application is correct and that all
worn will i;c done iii
compliance with all applicable laws regulating construction and zoning.
PRINT OWNER OR CONTRACTOR NAME SIGNA4` O OR CONTRACTOR
STATE OF FLORIDA, COUNTY OF
L _
ACKNOWLEDGED BEFORE ME THIS DAY OF - 20_ U,_, BY
WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED L .� -3 O
AS CATION. l FOR DEPOSIT ONLY
LU IE COUNTYIi6ARD
S GNA OF NOTARY TYPE OR OF NOTARY OF COUNTY COMMISSIONERS
BUILDING & ZONING 2415
COMMISSION NUMBER 20000509 M92
NOTICE TO OWNER: 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.
EXEMPT: A/C -HEAT REPLACEMENT WITH CONTRACT UNDER S5,000.
NOTICE TO OWNER: FAILURE T CORD A NOTICE OF COMMENCEMENT MA iSULT IN YOUR PAYING TWICE FOR
WROVEM__ .. 3 TO YOUR PROPERTY. IF YOU INTEND' 1BTAIN FINANCING, CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
EXEMPT: A/C -HEAT REPLACEMENT WITH CONTRACT UNDER $5,000.
INSTRUCTIONS
Please complete all information in the space provided. All information must be printed (use black or blue ink
only) or typed. This permit application is to be used only for those activities that are not otherwise included
under a primary building permit. This application may not be used for any activity that includes structural
alteration. The information to be provided with this application includes:
1. Location/Site Address
2. Parcel ID Number
3. Description of Project or Work Activity
4. Owner Information
5. Contractor Information
6. Value of Construction
Indicate the street address or general location of
property where the building activity is taking place.
Indicate the tax identification number of the
property where the building activity is taking place.
Fully describe the activity to take place.
Indicate the name and address of the owner of the
property on which activity is taking place.
Indicate the State of Florida registration number (if
applicable), St. Lucie County contractor license
number and the name of the business doing the
work.
Indicate the total value of the work to take place.
Total cost of construction includes all current retail
material and labor costs associated with the
building/construction activity. Construction value is
used to determine the permit fee. St. Lucie County
reserves the right to question and/or modify the
indicated value of construction if it is demonstrated
that the submitted figures are not consistent with
similar types of construction.
❑ Gas Attach 2 piping schematics with tank size, location, and BTU of each appliance
❑ Shed: Attach 2 plot plans, 2 copies of DCA letter and plans, 2 anchor specifications
❑ Fence Attach 2 plot plans showing location of fence height of fence and type of fence
❑ Siding Attach 2 copies of manufactures specifications
❑ HVAC Attach 2 residential energy studies, 2 manual J calculations. 2 sets of duct layouts for
new system or full replacement
This application can be submitted to St. Lucie County Building and Zoning, 2300 Virginia Avenue, Fort Pierce,
FL 34982. All permit applications must be filled out completely before submission. No applications will be
accepted for processing after 4:30 P.M. For assistance in completing this application, please call (772)
462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday.
NOTE: Emergency electric service change out inspections will not be performed after 3:00 PM without
special arrangements and additional fee paid.
Upon issuance of this permit, required inspections can be scheduled by calling (772) 462-1261.
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY
FILE # 3568968 OR B 3274 PAGE 2228, Recorded 03/08/201' 03:19 PM
02/14/2011 06:31 5616407254 PAG. 02/02
FPR r�f�7 M(MRFR '
NOTICE F C MNLE CEMENT
The undersigned hereby given notice that
Florida statutes the following improvement will be made to certain real On is provided in the Notice of corrtmencemen , and in accordance with Chapter 713,
1. DESCPE"N OF PROPFRTY (Legal description and street address) TAX FOLIO NUMBER.
SUBDMSION'3(BLOCK 2 -h/O - rJ Sy z
�7"`� - _TRACT LOT,^-� BLDG UNTf
—__
2. GENERAL DFSCRIPTTON OF IMPROVE
3. OWNER INFORMn"-..
d. Name and address Off,, simple titleholder (if other than
C. interest in property-(-1Je-"?-
5. SURETY'S NAME, ADDRESS A" PRONE NUIVIBBIt AND OND AMOUNT:
6. LENDER'S NAME, ADDRESS AND PHONE NUMBER;
7. Persons within the State of Florida designated by Owner upon whom notices or other documents maybe served as provided by
Section 713.13 0)(a) 7., Florida Statutes:
NAME ADDRESS AND PHONE NUMBER
g. In addition to hirnselfor herself, Owner designates the following to receive a copy ofthe Lienor's Not ce ae provided in Section
713.13 (1)(b), Florida Statutes
NAME, ADDRES5 AND PRONE NUMBER:
9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different due is
specified)_ .20
Signature oowner or
On oer's A ulbori_zed Ofrcer/DirectoNPartner/,Manager
Prkot Name and Provide Signatory,s Title/OMCe
State of Florlda
County of V U e \ The foregoing instrument was acknowledged before me this '104t� —dayof tp O!V 20
By�SJCLI� \l
(Name of person)--� �� �- -
� t < (Type ofawhoriry... c. Owner, o ccr, trustee, attorney in Eact)
For-1 . lJ , p L C-
(fame ofparty on behalf of hom instrument was executed) Personally Known or produced the following e of lD �\
WA DE LA LLIZV 1AS00
WY00MM1961 10083M
EXPIRES, 00MV 21t, 2012
(Printed Namc of Notary Pttb.f o) 4-C ofNotary P lie kr&dT%Wiely Pid�s�nd MI"
Under penalties of pedury, t declare that 1 have read the foregoing and that the facts in it are true
belief (section 92.525ridaStatutes), to the best of my knowledge and
,
SI s) of Owucr(s) or Owner(s)' Authorized Offrcer/DirectorlPartner/M 1
Anager who signed above:
By
By o �GLG C30e/Ces
a.. ern r(v<oormed
— — a
FLORIDA SOLAR ENERGY CENTER J94UL4L
1679 Clearlake Road, Cocoa, Florida 32922-5703 (321)638-1000 ? C
Approved Solar Energy System
stem
FSEC 4 S1175
JAN 82
Revised SEP 94
DISTRIBUTOR SYSTEM
Solar City, Inc. 0-80-40
4305 W. Alva St.
Tampa, Florida 33614-7636
The system listed below was evaluated by the Florida Solar Energy Center (FSEC) in accordance with the
Florida Standards Program for Solar Domestic Water and Pool Heating Systems (FSEC-GP-80-7) and was
found to meet the minimum standards established by FSEC.
Description
/ - designates various model suffixes
Collector Model Units Total Ratinq
1 Amer. Energy Tech. AE-40 1 38,100 Btu
2 Amer. Energy Tech. AE-40E 1 33,800 Btu
3
4
Tank Model Capacity
® Direct 1 Mor-Fl ST-82 V/EV/TEV/LV/ELV/TEA 80 gal.
❑ Int. Heat Exch. 2 American SE52-80H-035S 80 gal.
3
4
Pump Model Power Draw Rated Power _
1 Grundfos UM15-10B5 38 Watts 1/80 A.P.
2
3
4
Controller Model
® Differential Temperature 1 Heliotrope General DTT-94
❑ Absolute Temperature 2 Independent Energy C-30/CM-30/GL30/LCO
❑ Thermosiphon 3
❑ Other 4
Freeze protection by automatic recirculation and manual draindown during power failure.
Freeze protection option: manual draindown and automatic freeze protection valve.
Other
Major Components 1 H&H V243 Freeze Prevention Valve or
in addition to above 2 Eaton FP-45 Freeze Prevention Valve
3 Motorized Check Valve: ERIE, Honeywell, or other U.L. approved.
4
It further information is required you may contact the Florida Solar Energy Center at the above address.
.. rioz-orz. -5
FILE COPY;
Optional FS-4
Installed On Inlet—�
Roof Penetration c
Roof Flashing
COLLECTOR
Sensor mounting Detail
r SAS -I Sensor &
—Freese Proof Valve
PS-4 Sensor
y
\
Roof Penetration c
Roof rlashing
\ _ 463% _ , Solder
\
11 \
1 120 1
�Vae I
J
Cold In
Hot out D ® I
I
I
I
_ r
n
i \�,+I' Dip
+ IM
r I
C) Q
H T&P C 4i111 e
n
Top View Of ►later Tank
SYSTEM DIAGRAM
r
FILE Copy/0 �
Property Appraiser - St.Lucie r-11nty, FL
Page 1 of 1
Y P
Roc'Lelle Morris
Record: 1 of 1
Property Identification
Site Address:
5904 RAINTREE TR
Sec/Town/Range
11 :36S :40E
Map ID:
34/11S
Zoning:
RS-4
Ownership and Mailing
Owner
Rochelle Morris
Address:
5904 Raintree Tr
Fort Pierce FL 34982
Sales Information
Date
Price Code Deed
12/19/2005
210000 00 WD
12/19/2005
225000 00 WD
1/27/1998
72000 00 WD
4/1/1981
5500 01 CV
5/1/1976
1600 01 CV
PROPERTY RECORD CARD
«Prey Next» Spec.Assmnt Taxes Exemptions Permits Home Print
IE0
ParcellD: 3402-610-0354-000-2
Account #. 38484 �e
Land Use: SF Res
City/Cnty St Lucie County
Legal Description
INDIAN RIVER ESTATES-UNIT-09- BLK 83 LOT 1 (MAP 34/11S) (OR
2582-297)
Assessment 2010 Final
Total Land and
Building
Book/Page
2010 Final
76500
Land Value:
13700 Acres 0.3
2582 / 0297
Assessed.
76500
Building Value.
62800
2463 / 1336
Ag.Credit
0
Finished Area
1604 SgFt
1123 / 0836
Exempt:
50000
0354 / 0356
Taxable:
26500
0267 / 1013
Taxes
755.2
BUILDING INFORMATION
e I•
es.< I• .I
I
�`�
Exterior Features
View:
RoofCover.
FS - Fibrglss Shg RoofStruct
HP - Hip
ExtType
HC-- HC-
YearBlt
1981 Frame
Grade:
C- - C-
EffYrBlt:
1981 PrimeWall
BS - CB Stucco
StoryHght:
0010 - 1 Story
No.Units
1 SecWall.
Interior Features
BedRooms:
3
Electric:
MX - MAXIMUM PrmintWall:
DW - Drywall
FullBath:
2
HeatType:
FHA - FrcdHotAir AvgHt1FI
1/28ath:
0
HeatFuel:
ELEC - Electric Prm.Flors
CU - Carpet
%A/C:
100
%Heated:
100 %Sprinkled:
0
Special Features and Yard Items
Land Information
Type
Y/S Qty
Units Qual Cond.
YrBlt. No. Land Use Type
Measure
DWC - Driv-Concret
Y 1
720 AV AV
1981 1 0100-SF Res 215 -Front Ft
105
FEN4 - CHAINLINK 4'
Y 1
230 AV AV
1981
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED
Depth
125
http://www.paslc.org/prc.asp?prclid=340261003540002 2/ 14/2011
SCOPE OF WORK: DESIGNED PER: WIND LOAD: WIND EXPOSURE: SOLAR SYSTEM COLLECTOR: APPLICABLE CODE: THIS PLAN IS VOID WITHOUT MY SIGNATURE&RAISED SEAL.
INSTALLATION OF A SOLAR WATER HEATING c ' MODEL: AE-21/AE- 4/AE-26/AE-28/AE-32/AE4a FLORIDA 2007 CODE W/09 SUPP THIS PLAN MAY NOT BE PLACED ON FILE FOR PULLING MULTIPLE PERMITS.
SYSTEM WITH A ROOF TOP COLLECTOR DESIGNED FOR 16O MPH EXPOSURE CATEGORY C Msczt/MSC-32/Msc4asHo-zvsHG3z/SHC4D EACH PERMIT PULLED REQUIRES ITS OWN RAISED SEAL COPY OF THIS PLAN.RR
SOLAR HYDRONICS CORP (FORMERLY KNOWN AS SOLAR WORLD) DOMESTIC HOT
WATER [DHW)
INSTALLATION NOTES: 10 JULY 09
GENERAL THIS DRAWING AND THE SPECIFICATIONS HEREON ESTABLISH THE MINIMUM REQUIREMENTS FOR WIN
EQUIPMENT ON BUILDINGS IN FLORIDA 60 FEET OR LESS IN HEIGHT AND AT ROOF ANGLES FROM FIAT UP TO 45 DEGREES. PER
THIS PARTICULAR INSTALLATION DOCUMENT, THE SOLAR HYDRONICS CORP DHW SOLAR PANELS MAY BE INSTALLED PARALLEL
TO THE ROOF PLANE WITH HOLD DOWNS FLUSH ON TOP OF THE UPPER SURFACE OF THE ROOF COVERING OR TILTED -UP TO
ACHIEVE BETTER SOLAR COLLECTION. FLUSH -MOUNT SHALL REQUIRE 4-ANCHORS' (3/8-INCH DIAMETER
CRS, CORROSION RESISTANT STEEL) IN PZ-1 & PZ-2, EXPOSURES B & C, IN ALL WIND ZONES UP TO
AND INCLUDING 160 MPH. 'ANCHORS CAN EITHER BE, AT CONTRACTORS' CHOICE, 4ANCHORS FOR A SINGLE
COLLECTOR OR 4-ANCHORS FOR TWO COLLECTORS THRU USE OF APPROVED RACKING TO TIE THE TWO COLLECTORS
TOGETHER -SEE FIGURE 2. TILT -UP 5 PERMITTED ONLY WITH THE FOLLOWING STIPULATIONS: A) NO INSTALLATIONS OUTSIDE
OF PRESSURE ZONE 1; B) USE ONLY OEM HARDWARE- EXCEPT B14 TEKS PER FIGURE 2; C) COLLECTOR LONG MIS HORIZONTAL
AND 30 DEGREES MAXIMUM TILT ANGLE; D) WIND ZONE 140 MPH AND LESS REQUIRE 4-ANCHORS PER TILT -UP COLLECTOR; F)
WIND ZONES GREATER THAN 140 MPH REQUIRE 6 ANCHORS PER TILT -UP COLLECTOR AND MINIMUM TILT POLE WALL
THICKNESS OF 1/9TH-INCH. CONTRACTOR SHALL KEEP LAG BOLT LOADING TO UNDER S28 POUNDS OF UPLIFT. REFER TO
WIND LOAD CALCULATIONS AT HTTP://W W W.CADVICE.US/SW/WINDLOADCALCULATIONS.PW
WHEN LAG UNIT IS EXCEEDED CONTRACTOR SHALL USE MORE LAGS, J-BOLTS OR ALL -THREAD ROD. FOUR J-BOLTS OR
ALL-TH0.EAD RODS CAN HANDLE THE LOAD OF 2-EACH, 40SF SOLAR COLLECTORS IN ALL LOADING CASES ON THE CHART.
WHEN STRAYING INTO PZ2, INCREASE ANCHORS SOON THE PORTION OF THE COLLECTOR IN PZZ. ABSOLUTELY NO
INSTALLATIONS IN PL.
TESTING THE SOLAR HYDRONICS CORP DHW COLLECTORS HAVE PASSED MIAMI TESTING LABS WIND LOAD TESTING OF.102
PSF PER ASTM E-330 (MIL FILE NUMBER 95-1249).MIS ENGINEER HAS EVALUATED THE INSTALLATION COMPONENTS AND
HARDWARE CURRENTLY PROVIDED BY SOLAR HYDRONICS CORP AS OEM INSTALLATION KITS AND FOUND THEM TO MEET THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE CURRENT AS OF THE DATE OF THIS PLAN. THERE SHALL BE NO
SUBSTTMION OF OTHER VENDOR MATERIALS WITHOUT PRIM APPROVAL OF MIS ENGINEER THRU SOLAR HYDRONICS CORP.
HARDWARE: THIS ENGINEER HAS DETERMINED THAT ME HOLD-DOWN HARDWARE AND FASTENERS SUPPLIED BY SOLAR
HYDRONICS CORP WILL WITH$TAND HURRICANE FORCE WINDS UP TO AND INCLUDING 160 MPH 3-SECOND GUSTS, THE ONLY
REMAINING VARIABLE OF SIGNIFICANCE IS ME ATTACHMENT OF THE HOLD DOWNS TO ME UNDERLYING ROOF SYSTEM
USING OEM HARDWARE. LAGGING OF SHC DI COLLECTORS FOR FLUSH MOUNT INSTALLATION (PARALLEL WITH THE ROOF
SURFACE AND AS CLOSE THERETO AS PERMITTED BY OEM HARDWARE) SHALL BE ALLOWED IN EXPOSURE CATEGORY B AND C
AND IN BOTH PZl AND PZ2 AT MEAN ROOF HEIGHTS OF 6 OR LESS AND IN ALL WIND ZONES THRU ISO MPH 50 LONG AS
THE MELD ING CAUTIONARY RULES ARE OBSERVED. LAGS SHALL BE CORROSION RESISTANT STEEL 3/81NCH DIAMETER
MINIMUM OR BETTER. LAGS SHALL ACHIEVE AT LEAST }INCHES OF THREAD EMBEDMENT IN RATER OR BLOCKING -
ME UREMENTS MUST BE CAREFULLY MADE AND PILOT HOLES SHALL BE DRILLED TO ENSURE HITTING UNDERLYING RAFTERS
OR TRUSSES ANO TO AVOID WOOD SPUTTING.
SPECIAL PROCEDURES TO USE WHEN, IN THE INSTALLER'S OPINION, HITTING THE CENTER OF TRUSS OR RAFTER WITH A LAG
CANNOT BE ASSURED. EITHER USE A 3181NCH (MINI -r BOLT GRABBING THE TRUSS/RAFTER OR 3/81NCH DNMETER (MIN)
ALL THREAD ROD PLUS STANDARD FENDER & LOCK WASHERS AND NUT THRU MINIMUM 4' BY 4' BY 9' BLOCKING ON ME
UNDERSIDE OF THE ROOF SHEETING. WHERE BLOCKING METHOD IS USED, INSTALLER SHALL APPLY A GENEROUS BEAD OF
CONSTRUCTION ADHESIVE FOR MINIMUM OF 1 FT ALONG THE NEAR JOINTS OF ME ROOF TRUSS AND SHEETING ON EACH
TRUSS ON BOTH SIDES OF THE BLOCKING - SEE FIGURE 2 ON THIS SHEET.
PLUMBING SHALL BE PER FIGURE 1. FLORIDA PLUMBING CODE SHALL BE ADHERED TO. PARTICULAR ATTENTION SHALL BE
GIV N PROTECnONAGAINSTOVER-PRESSURE AND FREEZING -PER FLORIDA MECHANICAL CODE, CHAPTER 14, AND PER
SOLAR HYDRONICS CORP INSULATION INSTRUCTIONS. THIS DRAWING SHOWS ME `D" VERSION PLUMBING. HOWEVER,
THERE ARE OTHER VARIANTS (PHOTO -VOLTAIC PUMP, INDIRECT, MID/OR DRAIN -BACK) WHICH, ALTHOUGH NOT SPECIFICALLY
SHOWN HEREON, ARE COVERED BY MIS SEALED DRAWING -SO LONG AS INSTALLED PER SOLAR HYDRONICS CORP
INSTALLATION INSTRUCTIONS.
WATERPROOFING INSTALLER SHALL ADHERE TO REQUIREMENTS OF FBC CHAPTER 1S (ROOFING) AND BEST PRACTICES OF
ME NRCA ROOFING & WATERPROOFING MANUAL TO ENSURE MATME SOLAR INSTALLATION DOES NOT CAUSE ROOF LEAKS
AT INITIAL INSTALLATION OR AS THE SYSTEM'AGES'.
QUESTIONS: INSTALLERS, AUTHORITIES HAVING JURISDICTION, OR OTHERS HAVING QUESTIONS OR DIFFERING CONDITIONS,
MAY CONTACT THIS ENGINEER DIRECTLY -CELL 813 650 T245, FAX: 866397 9050, E-MAIL 80150N1@TAMPASAY.RRCOM
ALL AFFIDAVITS. DESIGNS, OPINIONS, CALCULATIONS & OTHER ENGINEERING SERVICES PROVIDED By ALLEN
GEZELMAN PE AND HIS ASSOCIATES ON ANY AND ALL PROJECTS ARE SUBJECT TO THE PROVISIONS OF EJCDC C-700
(ENGINEERS JOINT CONSTRUCTION DOCUMENT COMMITTEE - STANDARD GENERAL CONDITIONS OF THE
CONSTRUCTION CONTRACT) CURRENT AT THE TIME. THOSE OBJECTING TO SAID EJCDC C-700 OR PROVISIONS
THEREOF ARE DIRECTED NOT TO USE THE AFFIDAVIT, DESIGN, OPINION, CALCULATION OR OTHER ENGINEERING
SERVICE OFFERED BY ALLEN GEZELMAN PE AND HIS ASSOCIATES ON THE PROJECT. EJCDC C-700 MAY BE VIEWED AT:
HTTP J/GEZELMANPE.COM/REFERENCE/AG/G700.PDF
UIHtI:I "U'SYJItM
THIS DRAWING SHOWS ME SONAR IMONICS CORPORATION DHW
"D' (DIRECT) SYSTEM AND THIS PARTICULAR SYSTEM'S PLUMBING. THERE ARE OMER, SUGHTLY DIFFERENT, SOLAR HYDRONICS
CORPORATION DHW SYSTEM VARIANTS WHICH ARE ALSO COVERED BY THIS SEALED DRAWING. MIS IS BECAUSE THE CRITICAL ELEMENT -THE
COLLECTORIS) AND ROOF MOUNTING DETAILS REMAIN THE SAME WHETHER THE SOLAR HYMONICS CORPDHW SYSTEM BEING INSTALLED IS
A DIRER, INDIRECT OR DRAINBAO( MODELS WHICH CAN BE CONFIGURED WITH EITHER AN A/C OR D/C CONTROLLED ELECTRIC PUMP
ICOLLECTORSENSOR `I
IG 0
I A1J
!
— — — — — —
SOLAR LOOP DRAIN
ISOLATION VALVE
SOLAR LOOP DRAT EXPANSION TANK
I / MOTORIZED BALL DIFFERENTIAL CONTROL
VALVE
ET L .
r•
HOT WATER O COLD WATER INLET
r.T' SHUT OFF VALVE
11
BACKUP ELECTRIC ELEMENTI '
DIP TUBE ;} .,.7: Ir LEDGEND
ISOLATION VALVE (OPTIONAL).
STORAGE TAN -{ i'::u(: I TANG SUPPLY SFIUT OFF
SOLAR LOOP DRAIN (OP110NAU
FERN PROTECTION VALVE (OPROFIAU
:I':::'. F ... u::'x{, I TH,PE31ATl1RE/PFES9U+E �� VALVE
... :.' n"u(' ' PffSSl1FE FBff VALVE
TANK SEN50 j::..;.,.'.:.:•. ntit . J AP VEilT (Of'DONAU
:T_�:. ELECTRC fRR.P AC/DC
TANK DRAIN FJLPAN9XIN TANG (OPIICNAU
01 FIGURE 1
Hf E NIA.
NOTE: SUITABLE FOR HVHZ SEE CALCULATIONS: HTiP:/NVWW.GEZELMANPE.COM/INSTALLATIONDWGS.HTML GENRAL NOTE:
REGARDING WIND LOAD - MY DESIGNS CLEARLY SHOW COMPLIANCE PER ASCE 7 WITH THE FLORIDA BUILDING CODE. ALL NOT WATER SOLAR COLLECTORS SOLD IN THIS STATE ARE REQUIRED TO HAVE BEEN TESTED BY THE FLORIDA
SOLAR ENERGY CENTER AND BEAR ITS CERTIFICATION LABEL THE COLLECTORS LISTED ON THIS PLAN COMPLY WITH
REGARDING GRAVITY O HEAVIEST COLLECTOR WEIGHS 165 POUNDS WHICH
LOAD H SAV1E LLEC CH IS DISTRIBUTED OVER A40 SF AREA. WATER IN THE THOSE REQUIREMENTS. FURTHER INFORMATION MAY BE ACCESSED ON LINE AT:
COLLECTOR IS NEGLIGIBLE. EACH COLLECTOR HOLDS ABOUT A GALLON OF WATER POOL COLLECTORS A BIT MORE. HOT WATER HTTP://W W W.FSEC.VCF.EDU/EN/INDUSTRY/TESTING/STCOUECTORS/HOT_WATER RATINGS/INDEX.HTM
COLLECTORS A LITTLE LESS. REGARDLESS. SOLAR PANELS ARE AN INSIGNIFICANT LOAD ON THE ROOF UNDERNEATH! -
ROOF PENETRATION
AND FUSING
NOTE
COLLECTORS MAY BE OF�NTA
VERTICALLY OR HOFiQONTALLY
MOUNTING BRACKET (SEE DETAL BAOY)
MOUNTS CAN BE ON 8IOE8 OR COLLECTOR
ENDS OF COLLECTOR
ROOF INSTALLATION DIAGRAM
er/:l£ HT.s
ALL THREAD ROD.
J BOLT OR LAG
MOUNTING BRACKET
ALUM TUBE
ALUM TUBE I
IIII
PITCH PAN
TILE ROOF: CUT OUT RECTANGLE FOR PITCH PAN, J
INSTALL AND FILL W/ 1-PART POURABLE WATER PROOF
CONSTRUCTION SEALANT
ALTERNATE. TILE ROOF MOUNTING DETAIL
FI
02 �,EE VARIER
EXPLANATORY INFORMATION
BOLT OR LAG
ENLARGED VIEWING & HYPERUNKS:
PRINT VERSION OF MIS PLAN PROVIDES MINIMUM INFORMATION NEEDED BY USERS.
ELECTRONIC VERSION (EV) PROVIDES MAGNIFIED VIEWING UP TO 6400%. EV ALSO PROVIDES HYPERLINK ACCESS TO OEM
MANUALS AND ABUNDANT OMER SUPPLEMENTARY INFORMATION.
EV MAY BE ACCESSED AT HTTP://W W W.CADVICE.US/SW//S.1.3.".PDF
THERE ARE THREE PROPRIETARY RACK SYSTEMS APPROVED FOR USE WITH THIS PLAN. THEM MAY BE USED TO SUPPLEMENT
OR TO REPLACE ME DETAILS SHOWN IN FIGURE 2. IN ALL CASES REFER TO OEM INSTRUCTIONS FOR DETAILS/SYSTEM BEING
USED. IN ME EVENT OF A CONFLICT BETWEEN OEM INSTRUCTIONS AND MIS PLAN, OEM INSTRUCTIONS SHALL PREVAIL
OEM MANUALS MAY BE ACCESSED ELECTRONICALLY USING THE FOLLOWING KYPERUNKS:
NTTP://WWW.UNISTRUT.COMATERATUREANOEX.PHP7DOC N014&PG•1
HTTP://WWW.IRONNDGECOM/FILES/XRSARONRIDGE XRS-Z_RAIL_SYSTEM.PDF
HTTP://WW W.UNIRAC.COM/POF/11227.PDF
STRUCTURAL LOADING:
THIS PLAN WAS ENGINEERED FOR THE ENTIRE STATE OF FLORIDA INCLUDING HVHZ.
THE SOLAR EQUIPMENT REPRESENTED ON THIS PLAN IMPOSES A POSITIVE LOAD UPON ME ROOF STRUCTURE OF LESS THAN
4-PSF. MY UPLIFT PRESSURE CALCULATIONS MAY BE VIEWED AT
HRP://WW W.CADVKE. US/SWIMNOLOADCALMUTKONS.PDF
THE UPLIFT PRESSURES FOR 16OMPH, EXPOSURE CATEGORY C BUILDING IMPORTANCE FACTOR CATEGORY 11, HEIGHT 6 FT
OR LESS, SLOPE 4S DEGREES OR LESS ARE: P2146.6 PSF; PZ2_ 306.6 PSF; PZ3_ 153.2 PSF.
QUESTIONS REGARDING ROOF PRESSURE ZONES ARE REFERRED TO THE ASCE 7 DIAGRAM FOUND ON PAGE 5 AT ME ABOVE
UNIRAC HYPERLINK.
FI
03 9GIE'NT.[
COLLECTOR OUTLET
ROCIF PENETRATION
AND FLASHING
P
I Z
ROOF
I!. :;
1 s 1 -
I I' I TY
P21 1
FRONT ELEVATION A PZ = PRESSURE ZONE
BGLE Vera WZ=WINDZONE
SECTION A
srwaf: ,R•. ra
MOUNTING BRACKET
R�2
APPROVED RACKING
TWO COLLECTORS MAY BE
SYSTEM W/ CHANNEL NUT
MOUNTED ON 2- PIECES OF EXIS 4G ROOF—,
APPROVED RACKING WE AERM CUP APPRO RACKING
7' DNA. SPACER
HELD DOWN BY 4 ANCHORS
W/ WATERPROOF SEALANT
_
OEM HOLD DOWN:
LAGGING ( POSITION OVER TRUSS'.
EXISTING ROOF TRUSS,
3R' LAG BOLT OR
TOP CHORD
J- BOLT (HOOKS TRUSS)
TYP. SHINGLE, MET, FLAT TILE DETAIL.
Lrue.l lrs• ry
APPROVED RACKING
I' DIA SPACER LENGTH
SYSTEM W/ CHANNEL NUT
ADIUSTR.UBHWTOPOFTRE EXISTING MEMBRANE
1'DIA. SPACER LENGTH
ADJUST FLUSH W/ TOP OF TILE
APPROVED RACKING
1' DNA. SPACER
W/ WATERPROOF SEALANT
li
'-
EXIST. BARREL TILE
WHERE APPLICABLE ROOF TRUSS. 7777
OEM HOLD DOWN:
FILL CAVITY UNDER TILE TOP CHORD
LAGGING ( POSITION OVER TRUSS
W/ EXPANSION CONST. FOAM
318' LAG BOLT OR
J- BOLT (HO)KS TRUSS)
TYP, BARREL TILE ROOF MOUNTING DETAIL
SHINC LE
APPLY CONSTR. EXISTING ROOF /---MCKJ ISBRACKET
ADHESIVE MEDIUM
BEAD BOTH SIDES OF
INTERFACE BETWEEN
ROOF SHEETING AND
TRUSS
1 FOOT IN EACH
DIRECTION STARTING
FROM 'SPANNER' TO
WHICH COLLECTOR
MOUNT FOOT -PAD IS
SECURED BY
ALL -THREAD ROO.
4X4 BETWEEN TRUSSES
IN CONTACT W/ PLYW
TYP. MEAD OF coNsrR
EXISTING ROOF TRUSS•
TOPCHORD
NOTE -THERE SHALL BE AT LEAST 4 HOLD-DOWN ATTACHMENTS FOR EACH
TYP. MOUNTING DETAIL
srwta: l.,m • ra
Rack Mount Flush Mount
System System
MOUNTING BRACKETS
SCALE-NT.
3/8'-16 FINISHED
HEX NUT
1' X 1' X 0.077
ALUMINUM
SQUARETUBE
TILT KIT - DECK ANCHOR
S l E -
DDOWN , ST. LUCIE C
(POSITIONRUSE RT [OOKS��DtNG D
(BETWEEN LASSES)
FOR WATERPROOFING RElfiv I
RE KEPT ON.JO'OR
FCT'y7LL BE Ar
Sf wWard Mount
System
%
HINGE HINGE MOUNT
/�— CLIP
OEM FURNISHED FASTENER
1M'.20 X 10 HEX
CAPSCREW
' _3/8•-16 X 4- HEX
CAP SCREW
3/8'-II X 1-314' HEX
CAP SCREW
TRIANGULAR MOUNTING
FI
02 s,-.,,. vAAca
I CERTIFY THAT THIS DESIGN 8,
SPECIFICATIONS MEET THE
REQUIREMENTS OF THE CURRENT
FLORIDA BUILDING CODE.
ALLEN GEZELMAN
16502 HANNA RD.
LUTZ, FLORIDA 33549
PH. 813 650 7246
FX. 866 397 9050
AEen®GRXNman PE.COM
www.GPzM—PE.Oxn
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EN
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i Op 1, - t�;•�
•;ass a
PE. 0 59180fN1I11 Ls
cAdvice. us
Conran:
KAdvi. NK
3603 E RlneaP G,
Tamp. 11,33629
PH. 813 919 9154
FX. 866 694 7251
moik9)cMvim.IH // 1R— dvxs.us ,,
SYSTEM.
-, Solar Hydronks Corp.
1423 GUNN HIGHWAY
ODESSA, FL 33556
RFti C83109-TM J
PLW I SH ED:1 a17r2 10 12:9509
THIS IS A SINGLE
SHEET PLAN
SHEET NAME'.
PERMIT SET
DRAWN: S8 CHECKED:AG
SHEET NO
A.1.3