HomeMy WebLinkAboutSUBMITTED PAPERSF- L D -R jTY
p -A -
Planning & Development Services
Building & Code Regulations Division
2300 Virginia Ave.
Fort Pierce, FL 34982
(772)462-1553
,SCA,VtvED
,St.0UCI@ CO,U
my
SPECIALTY PERMIT APPLICATION
❑ Electrical 0 Plumbing ❑ HVAC ❑ Fence
❑ Shed ❑ Demolition ❑ Gas ❑ Siding
Seepage 2 for instructions and addidonal paperwork required for specialty permits
1. Location/Site Address:
2. Parcel ID Number: q S_D I1 :�_)o 1 0 n 0 1� b S O
��1�7�>fii�1�►'
sW\NE
"
3. Complete Description of Project or Work: firms T7i�-t— SCSI- �! 0
4. Owners Information 5. Contractors Information
Name: 6'6a.G� 5 FL Reg/Cert #:
G Pic-s66 g3
Address: f OS 6 p1 � RiV&t County Cert#: 7, G G 7 Q
City: pFJW �I` LU,c•G� State: fi _ Business Name:' U A6 C.0AVKT
q )-1 Y I SS e: z
Zip: '� 1 Phone: � hone• 4317TVG —Fax:
6. Value of Construction: $ %oIW '—
OWNERS AFFIDAVIT: I certify that all of the information contained in 1 ap . is n is co ect d that all work will be done in
��compliance with all applicable laws regulatin c struct, z g.
PRINT OWNER OR CONTRA NAME i SIGNATURE OF OWNER OR CONTRACTOR
STATE OF FLORIDA, COUNTY OF LLl 1 C, ),
ACKNOWLEDGED BEFORE ME TIES Ocx�jS DAY OF , 20 BYtk A
WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUC ,b L- E D C r) J ! �aLla.
AS IDENTIFICATION +' ANGEIA M. HUFF
MY CAMMISSION 8 EE 083530
EXPIREE5d1 12, 2015 k
Sonded?hru ublloUndwdters
SIGNATURE OF TYPE 0 AME OF NOTARY
COMMISSION ER
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 $7500.00
Revised 04/26/2010
NOTICE WTo OWNER: FAILURE TC,---,s'ORD A NOTICE OF COMMENCEMENT MAY 1!, LT IN YOUR•,PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO vn AIN 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 Indicate.the street address or general location of
property where the building activity is taking place.
2. Parcel ID Number Indicate the tax identification number of the
property where the building activity is taking place.
3. Description of Project or Work Activity Fully describe the activity to take place.
4. Owner Information Indicate the name and address of the owner of the
property on which activity is taking place.
5. Contractor Information Indicate the State of Florida registration number (if
applicable), St., Lucie County contractor license
<'• ` ' number and the name of the business doing the
H work.
6. Value of Construction 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
t new system,6k.fiill-replacement
This•`application-=—,be :SubnTittdd to St"Lucie County Building and Zoning, 2300 Virginia Avenue, Fort Pierce,
FL 34982:;A11;;pe�rm t applications musfbe filled out completely before submission. No applications will be
accepted forprocessing aftez=4"130 P.M. For assistance in completing this application, please call (772)
4624553; during regular offce:hours (g':00 AM - 5:00 PN% 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.
Property Appraiser - St.Luci aunty, FL
Page 1 of 1
George M Edwards Sr (TR) Record: 1 of 1
Property Identification
Site Address:
13705 S INDIAN RIVER DR
Sec/Town/Range:
09 :37S :41 E
Map ID:
45/09S
Zoning:
RM-5
Ownership and Mailing
Owner:
Address:
Sales Information
Date Price
2/23/2010 100
3/31/2000 69900
10/20/1989 125000
PROPERTY RECORD CARD
«Prev Next»
Spec.Assmnt Taxes
Exemptions Permits Home Print
ParcellD:
4509-801-0009-050-1
��;• �G2
Account #:
131916
Jj
Land Use:
M-F < 10U
r.
City/Cnty:
St Lucie County
�'•
Legal Description
George M Edwards Sr (TR)
RE-S/D OF 9/10-37-41 COMM AT CONC MONUMENT AT SW COR
13705 S Indian River Dr
OF PARCEL DESC IN OR 545-703, TH N 67 DEG 16 MI
Jensen Beach FL 34957-2230
More...
Assessment 2010 Final Total Land and Building
Code Deed
Book/Page
2010 Final: 344300 Land Value: 133500 Acres: 0.27
0130 WD
3176 / 2566
Assessed: 344300 Building Value: 210800
00 WD
1290 / 0811
Ag.Credit: 0 Finished Area: 3406 SgFt
00 WD
0660 / 0268
Exempt: 50500
Taxable: 293800
Taxes: 6310.85
BUILDING INFORMATION
Exterior Features
View:
RoofCover:
CT - Conc Tile
RoofStruct:
GA - Gable
ExtType:
HB- - HB-
YearBlt:
2003
Frame:
Grade:
B- - B-
EffYrBlt:
2003
PrimeWall:
PSPC - PolySteel-PC
StoryHght:
0020 - 2 Story
No.Units:
1
SecWall:
BS - CB Stucco
Interior Features
BedRooms:
6
Electric:
MX - MAXIMUM
PrmintWall:
DW - Drywall
FullBath:
4
HeatType:
FHA - FrcdHotAir
AvgHt/FI:
1/26ath:
1
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 Depth
SWAY - RES POOL AVG Y 1
510
AV
AV
2005
1 0800-M-F < 10U
240 -Front Ft
100 200
PA01 - POOL DK-AVG
Y 1
759
AV
AV
2005
2 0000-Vac Res
520 -Acres
0.27
FEN5 - CHAINLINK 5'
Y 1
83
AV
AV
2005
DWC - Driv-Concret
Y 1
1512
AV
AV
2003
DOK2 - WOOD DOCK
Y 1
766
AV
AV
2006
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED
http://www.paslc.org/prc.asp?prclid=450980100090501 7/5/2011
1
L�
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Fort Pierce, FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1578
PROPERTY INFORMATION
Address: 13705 INDIAN RIVER DR
City/State/Zip: JENSEN BEACH
Parcel # : 4509-801-0009-050/1
Zoning: RM-5
APPLICATION INFORMATION
Permit Number: 1107-0022
Activity Type:
Permit Type: Solar thermal hot water heaters
Review Comments
FL 34957
Jurisdiction: St. Lucie County
Lot # : Block:
CONTRACTOR INFORMATION
Contractor Name: DAVID W FISCHER
Business Name: TREASURE COAST SOLAR LLC
Business Addr: 2284 SE WASHINGTON ST
City / State / Zit STUART, FL 34997
REVIEWS AND COMMENTS
Review Type Status
Front Counter Review Complete
Page 1
Owner(s):
George Edwards
Application Type: Over the Counter Permit
Other Activity:
Stories: 1 Automatic Sprinkler System?
Fax Number - -
Reviewed By Date Started Date Complete Date Released
Angela Huff 07/05/2011
To Be Review by Plans Exar Incomplete Greg Smyth 07/06/2011
07/06/2011 1 Comment You will need to turn in current 2011 signed and sealed engineering for this permit along with the florida
solar energy center approval number for the system you are installing ,which will include water heater
, collector, controller and pump make, model number along with a piping diagram showing pump and
proper valve location.this will all have to be submitted in duplicate.
the paper work you have submitted is out dated from two different engineers.And one looks like a copy.
144jq f-P �'o Al ��'-S D 'Y 1,3 ���/
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Fort Pierce, FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1578
PROPERTY INFORMATION
Address:
13705 INDIAN RIVER DR
City/State/Zip:
JENSEN BEACH
Parcel # :
4509-801-0009-050/1
Zoning:
RM-5
APPLICATION INFORMATION
Permit Number: 1107-0022
Activity Type:
Permit Type: Solar thermal hot water heaters
CONTRACTOR INFORMATION
Contractor Name: DAVID W FISCHER
Review Comments
FL 34957
Jurisdiction: St. Lucie County
Lot # : Block:
Business Name: TREASURE COAST SOLAR LLC
Business Addr: 2284 SE WASHINGTON ST
City / State / Zil STUART, FL 34997
REVIEWS AND COMMENTS
Review Type Status
Front Counter Review Complete
Page 1
Owner(s):
George Edwards
Application Type: Over the Counter Permit
Other Activity:
Stories: 1 Automatic Sprinkler System? ❑
Fax Number
Reviewed By
Angela Huff
Date Started Date Complete Date Released
To Be Review by Plans Exai Incomplete Greg Smyth 07/06/2011
07/06/2011 1 Comment You will need to turn in current 2011 signed and sealed engineering for this permit along with the florii
solar energy center approval number for the system you are installing ,which will include water heater
,collector, controller and pump make, model number along with a piping diagram showing pump and
proper valve location.this will all have to be submitted in duplicate.
the paperwork you have submitted is out dated from two different engineers.And one looks like a c p
Product Approval
USER: Public User i
Product Approval Menu > Product or Application Search >' Application List > Application Detail
FL # FL12981-R1
Application Type Revision
Code Version 2007
Application Status Approved
Comments
Archived r
Product, Ma nufactu rel
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Alternate Energy Technologies, LLC
1057 N. Ellis Rd.
Jacksonville, FL 32254
(800)874-2190
dean@aetsolar.com
Dean Villalva
dean@aetsolar.com
cts produced as a Result of New Technology
Certification Mimic or Listing
IAPMO R&T
James L. Buckner, \k'list
UCK Engineering
Validation ChecrdcopY Received
'ferenced Standard and Yedt (of Standard) Standard Year
ASTM E330 2002
TAS 202 1994
luct Standards
Florida Licensed Professional Engineer or Architect
FL12981 R1 EQuiv ASTM E330 Equavalency.pdf
ALTERNATE ENERGY TECHNOLOGIES, LLC
SOLAR COLLECTOR INSTALLATION DRAWINGS
TYPICAL INSTALLATX]N 06TAM.
(FLAT WOOD FRAME ROOF)
INSTALLATION REQUIREMENTS
THESE INSTALLATION DRAWINGS DEFAILTHE STRUCTURAL INSTALLATION REQUIREMENTS FOR
THEAE•BEREG SOLAR WATER HEATING COLLECTORS MANUFACTURED BY ALTERNATE ENERGY
TECHNOLOGIES ON RESIDENTIAL AND LIGHT COMMERCIAL BUILDINGS OF FRAMED
CONSTRUCTION
THE INSTALLATION REQUIRES HARDWARE PROVIDED BY THE SOAR COLLECTOR
MANUFACTURER AS NDCATED HEREIN TO BE UTILIZED TOATTACH THE SOLAR COLLECTORS TO
THE SUILDINO N ACCORDANCE WITH THESE DRA%MNGS
THE SOLAR COLLECTOR INSTALLATION AS DETAILED W THESE DRAWINGS 18 FOR THE
INSTALLATION OF THE BELOW LISTED AE•SERIES SOLAR COLLECTORS ON RESIDENTIALAND
LIGHT COMMERCIAL BUILDINGS WITH FLAT OR SLOPED ROOFS SUBIECTED TO AMAXIMUM
UPLIFT PRESSURE OF 61 POUNDS PER SQUARE FOOT (PSF). FOR NEW CONSTRUCTION THE DESIGNER
SHALL CONSIDER THE SOLAR C0I.ECTOR8 0" DESIGNING THE ROOF STRUCTURE
FOR EXISTING BUILDINGS, THE ROOF AREA WHERE THE SOLAR COLLECTORS ARE TO BE INSTALLS SHALL BE
PROHIBITED FROM ADDING ANY FUTURE ROOF LOADS UNLESSNAVNED 6YA UCENBED DESIGN PROFESSIONAL
THE DESIGN OF THIS INSTALLATION 18 BASED ON REQUIREMENTS, OF Thr-=T FLORIDA BUILDING CODE WW 200E
SUPPLEMENT AND TESTING OF THE SOLAR COLLECTOR IN ACCORDANCE WITH TAB 202•W ASTM E 330
ALL ALUMINUM STRUCTURAL MEMBERS TO BE E067 TE. ALL STRUCTURAL $TEEL MEMBERS TO BE LOW CARBON
GALVANIZED STEEL AND ALL HARDWARE (BOLTS NUTS, ETC) TO EE STAINLESS STEEL
DESIGN WIND PRESSURE
MAXIMUM SUCTION UPLFT: 61 PSF
AE
- SERIES COLLECTORS
MODEL
ABSORBt!R
WIDTH
LENGTH
AE•21
SELECTIVE
36ilM
86.1low
AE-24
SELECTIVE
361A6"
97.15TS
AE 26
187E
1
121ANT
DOCUMENT INDEX
SHEET
DESCRIPTION
1
SOLAR COLLECTOR REQUIREMENTS SHEET INDEX
2
INSTALLATION DETAILS FLAT WOOD FRAME ROM
DETAI EFURED WOOD FRAME ROOF
4
INSTALLATION DETAILS SLOPED WOOD FRAME
s
INSTA, DING BEAM METAL
B
INSTALLATION WrAlFIAT ROOF USING STANDOFF FRAM
7
1 MAMW NARDNMREAET MSC80
8
PIN THE ROOF EMBRANE
80MUNTINGHARDMIAREALTEMATIVUS
Y
i
10
1 OWALLATI INGHARDWWT:E
DO KIM
"JacclATee u.0
PG 5=IQ= .
T✓: (5+7) sr4m
Fmm>'I aa*W i
U
J �
J J
a
ca[jL F
F
13 F
2
N
% Z 1A rx
�o<
7
C)
to
it m
Rj� 7Lin iaa
-
Drimi"� , booala `
INSTALLATION DETAILS - SLOPED WOOD FRAME ROOF
IItUNOULM
Mouma
IMtwm
ROOF FLASHINODETAIL
IONOIMOUNT
CV
3m%uxlr NIX
w acmN
AaltOutn
— FL%WNO
CONNECTION DETAIL
LWlGMANUFACTURiANMAOVW 6
IORPARALLfLMOU I'M
Il. P Roofs
UIIIIIt moRrim
IM THRw ACI@MP AM ItUMR TIWMGML#a jMnn=
cittgrMNUL"EIR) !HORS
ROW !PACE
iTRUCIVPD UII60URED1
SECTION VIEWAA
SPANNER DETAIL
tIl� amp MI
2-loDlWuCRokilm IORCif J N%-7•DAtWuoRwntrsoutgn
ATI ACHRMRM AT IMCN rNC311tICSY
h IPANNERIT3OC RAFTMA) INTARIEMUEEL.RAT-
n V 5PMINM MI 0O RWn0tq MA"m tGCKifP1RFD1
la Za]M' ITSRLMCLIIW►I®1 AND NUT
1 ALL MOUNTING HARDWARE (SCREWS NUTS AND DOLTS) SMALL SES_ TAINLLSS STEEL
UNLESS NOTED OTHF.RIMSE
2 SPACER BLOCKS SHALL BE INSTALLED VMTHIN 1' OF THE. THRU-SOLT
3 WHEN TKRU43OLT IS WITHIN T OF A RA"EJt.ONLY ONE SPACEJt DLOCK WILL BE
REQUIRED ON THE OPPOSITE SIDE OFTHE BOLT AWAY FROM THE RAFTER
4 TWO SPACER SLOCKSARE REQUIRED WHEN THE BOLT IS MORE THAN 7 FROM THE
RAFTER
S WHEN THE MOUNTING PROVISIONS OF ADJACENTCOLLECTORS ARE INSTALLED SIDE
SY EOEAND THE THRLLBOLTB ARE 1 112• OR MOREAPART. IT WILLSE NECESSARY TO
HAVE AT LEAST ONE SPACER BLOCK (OR RAFTER) BETWEEN BOLTS
a SEALANT ARE REQUIRED BETWEEN MOUNTING BLOCKAND SHINC,LESISHEATHING
BOLT MOLES SHALL BE SEALED TO PREVENT MOISTURE PENETRATION
7 STEEL ANGLE SPANNER (2- X 2' X 3MW) MAY BESUSSTRUTED FOR WOOD SPANNER
" HEX CAP SCREW LENGTH VARIES WITH ROOFCONSTIiUCTION AND SPANNER DESIa
DO KIM
ASMOCIATEC. LLC
ro eDA Iwo
Tm^ FL=M
Tot MIM 3T4m1
pi.. am 3Psatm
yl
p; F
fn LL
Hcl
� ui ¢
w3 z
Wz (A
cczw W
1 p V W
DOYION IGM. P 11.
F1A. "Mow
0o a IDcwFaue
21M7
ro
11RipI. Ft
0frMM NO. - 080811
INSTALLATION DETAILS • STANDING SEAM METAL ROOF
YaTK ROOF
TYPICAL WYTALLATION DETAL
(STANDING SEAM METAL ROOF)
7I-u■rm
RMXYOIw
OA►aC W
Cs
wAvvvA w
tAr,wxwwc
wagow_� ar-le.wlix
CJMRCRsww
FMTwYRm
Noulm O
aiYww.
"OIMV
UPaaTa0row
O URGIL
onto 1 um
YaTAL ROOF
pYRARAtYMolm"
CONNECTION DETAR
VFWO UMWACNOM WAINNMa
FOR MRAUI LICK MON
A MlD BETALROM
�•wRrncxawRa+ea
wFurwvwe
AGT A/CXNOIA1T1iINa
YOtRRROONAN1aL ��
taewr
REAAEOIETALROOF wa6raaeM
ORTrLER 04-HISI MI)
ROOF 002M
SECTION VIEW WA -,A
sEAMED METAL ROOF
1 ALL MOUNTING HARDWARE (SCREWS,NUMANDBOLTS) SHALLSESTAINLEBBSTEEL
UNLESS NOTED OTHERVAM
2 S-w CLAMP SELECTION TO BE AS RECOMMENDED BYTHE CLAMP MANUFACTURER FOR
THE METAL ROOFING PANEL SPECIFIED
3 SAF6TY FACTOR FOR THE CLAMP SELECTION ISTHE RESPONSISIITY OF THE DESIGNER
AND SHOULD BEEMPI.OYEDASAPFROPRIATE
4 THE S-51 CLAMP IS BE BE INSTALLED PER THE MANUFACTURERS INSTALLATION
REQUIREMENTS
5 SEAMED METAL ROOFING ISASSPECIFIED BYTHE DESIGN ARCHRFCTAND18TDBE
CAPABLE OF HANDLING THEADDITIONAL LOAD* IMPOSED BY THE SOLAR COLLECTORS
6 SEAMED METAL ROOFING TO BE INSTALLED PERTHEMANUFACTURER 3INSTALLATION
REQUIREMENTS AND ONLY MANUFACTURER APPROVED FASTENERSARETO BE USED
" BUTLER, MR•24 STANDING SEAM METAL ROOFING SHOWN FOR ILLUSTRATION
PURPOSES ONLY AND VNLL VARY PER THE DESIGN ARCHITECTS RECOMMENDATION
DO KIM
AR80CIATeR LLC
PO ROx lom
TwFL FL=IM
TatptA t►4CM
I=1K70 A4=
s�O�r
1 DpN'AI10 No.-090811 1
FIGURE 1. COLLECTOR ATTACHYEN7
ISECTION VIEW A:A).
IaNDt
vow
ma
TPLAWL M W.=XLPM
MOUML40 mcAreeftm
eiue"er arnexem
HOACAPa m1w
mat -Aa4uwOtt To aUis nmaATammoommmnDNPow
Ta1NTM9TRNN0YARtR.ACWAs*VWQ1TI b9M
FtGURE2 ATTACHMENT HARDWARE
YR10t IIDIs1►
mn
WzRvr HEX
WAS xv HEX
CAP sCRem
TRuulowARaouNRND
OPi
NNAGW
MOL
Bw
TW&l'A"UPVAW'FQ R RfAUMDTO ATTAONMOOLLM IMTOM.IRUORR
LOCAT
PROPtILLYWHIMU"60"tMpL WO U NO.U.RRI IMAAREA1LUM END
CONI
FIGURE S TILT HIT HAROVARE
ow-I.PsaNRD
NLTINLR
Txrs,R
ALmmu
sommiui
wamA w
CW
lw3wx,aHR
CAI SCRW
`• *r. XC lilt
cAr aauw
armxl�HDc
W OCRON
� 1 �_ 1TwquwtrouNRHD
TWO'A6490r AAG P.SQD U ATLVH COMAGUON PONE
t= MTHWUA LNAt* MMWTHaCRAL
THESE FIGURES SHOWTHE HARDWARE PROVDED BY THE MANUFACTURER THAT HAS
UNDERGONE TESTING AND SHALL BEUSED TOATTACHTHE SOLAR COLLE: RSTOTHE
STRUCTURE PROPERLY NOSUBSTITUTIONS SHALLSEPERMITTED
THE COLLECTOR ATTACHMENT SHALL BE AS INDICATED IN THE MANUFACTLRERS INSTALLATION
INSTRUCTIONS AND THESE DRAWNGS
THE AE CUPS THAT ARE ATTACHED TO THE SOLAR COLLECTOR SHALL HEWrHIN 14INCH OF
THE INDICATED DISTANCE(LM LISTED BELOW
THE COLLECTORS TO SE INSTALLED IN ACCORDANCE YAM THESE DRAWINGS INCLUDE THE
FOLLOWING AET MODELS
AE•40, LENGTH 127-21fla WIDTH 47-11a
AF-22 LENGTH 87-WA VTCITH 47J' 11a
AL321L LENGTH 9"106 VMTH474VIG
AE-X LENGTH 774M %WH474M
AE'24 LENGTH 07-TlI% WIDTH Bti•"
AE-21 LENGTH atiWO,VNOTHW*KG STANDARDMOUNT
HARDWARE
THE COLLECTOR ATTACHMENT HARDORRE (AE-CUPS) SHALL BE MOUNTED ON THE LONG SIDES
OF THE SOLAR COLLECTORS AND SHALL BE CONNECTED IN THE LOCATIONS SHOWN IN THE
ABOVE DIAGRAM FOR ALL MODELS
THE LOCATION OF THE CUPS AT EACH CONNECTION POINT SHALL BE PACED AT SPECIFIC
POINTS ON ALL MODELS AS A FUNCTION OF THE COLLECTOR LENGTH. THE CENTER OF THE
CONNECTION POINT FOR THE CUPS SHALL BE LOCATED AT A DISTANCE OF ONE F*-rH THE
LENGTH OF THE COLLECTOR (1.4 AS INDICATED ABOVE
DO KIM
. AMMOGIATTR LLC
ro BOX U=
Taiga RTOU.
Ta cs pu►Mm
00ZUtKWA
PLAw
DD LLC
Rex.s
41. t.61
1 Dfwt*w NO. - oml1 1
ALTERNATE ENERGY TECHNOLOGIES, LLC oo KIM
SOLAR COLLECTOR INSTALLATION DRAWINGS ` "°°°c'""° "°
(MOUNTING HARDWARE ALTERNATIVES)
ro fox tans
Tqa R.
Tsuna�asamt
T.:tr1lNv�am
MOUNTING CLIP OPTIONS
RACK MOUNT FLUSH MOUNT STANDARD MOUNT
lie *to
J
J J
W
2
JJ O
1- C r ~
INSTALLATION REQUIREMENTS
r' S
1) THE SOLAR COLLECTOR INSTALLATION AS DETAILED ARE FOR THE INSTALLATION OF ALTERNATE ENERGY TECHNOLOGIES o 0 Lu
y
AS -SERIES SOLAR COLLECTORS ON STRUCTURES SUBJECTED TOA MAXIMUTA UPIJFT PRL53S M OF SI FOUNDS PFJ! SQUARE Z Y w
FOOT (PSF)
2) THE DESIGN OF THIS INSTALLATION IS BASED ON REQUIREMENTS OF THE2W7 FLORIDA BUILDING CODE W2WO SUPPLEMENT
AND TESTING OF THE SOLAR COLLECTOR IN ACCORDANCEMiTH TAS2001AYASTM E3W
3) THE INSTALLATION SHALL UTILIZE HARDWARE PROVIDED BY THE MANUFACTURER AS DETAILED IN THIS DRAWING CONNECTION
OF HARDWARE SHALL BE Ri ACCORDANCE TOTHE DESIGNER OR WITHIN 12INCHES OF ROOF TRUSS JO1NTS. V
R q
4) ALL ALUMINUM STRUCTURAL MEMBERS TO BE 6MI-T& ALL STRUCTURAL STEELMEMMSTO BE LOWCARSON GALVANIZED eNeartpa pnc
STEEL AND ALL HARDWARE (BOLTS NUTS, ETC) TO 13E STAINLESS STEEL NW.ALM u�
AE
- SERIES COLLECTORS
MODEL
ABSORBER
I
I LENGTH
AE621
SELECTIVE
30.106'
S&IU 0'
46,24SELECTIVE
36.tO75`
97.15M
.1
A&20
S IVE
t/.1075
1NR0'
1 0'
IBM
We
47.1ww
I lzi.1my
DESIGN WIND PRESSURE
MAXIMUM SUCTION UPLIFT: 01 PSF
TNAIIiil'
mum4bw
—4 pCNTes LLC
M IDx1®
Tip. R>tOD
q.z --ci
j Dnmft Nm - OB0811
e M
DO Kim & ABSOCIATEB, LLC
CONSULTINO STRU12TURAL IEN13INEERB
F lorida Board of Engineers Certificate of Authorization No. 26887
Certificate of Standards Equivalency
Do Kim, P.E. has reviewed the following standards and deems them equivalent within the technical
scope of this evaluation
ASIM E330-1994
ASIM E330-2002
.el
Do Kim, P.E.,
FL #49497
P.O.. Box 10039 813.374.0321
Tampa, FL 33679 813.374 0322 (fax)
a Product Approval n \
t USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL # FL12981-R1
Application Type Revision
Code Version 2007
Application Status Approved
Comments
Archived r
Product Manufacturer Alternate Energy Techn gies, LLC
Address/Phone/Email 1057 N. Ellis Rd.
Jacksonville, FL 32 4
(800)874-2190
dean@aetsolar om
Authorized Signature Dean Vill a
dean@ tsolar.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category oofing
Subcategory ducts Introduced as a Result of New Technology
Compliance Method Certi ation Mark or Listing
Certification Agency IAPMO T
Validated By James L. ckner, P.E. at CBUCK Engineering
WO Validatio hecklist - Hardcopy Received
Referenced Standard and Year (of Standard) Standard ` Year
ASTM E330 2002
TAS 202 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL12981 R1 Equiv ASTM E330 Equavalency.pdf
Product Approval Method Method 1 Option A
Date Submitted 11/09/2009
Date Validated 12/15/2009
Date Pending FBC Approval 11/14/2009
Date Approved 12/18/2009
Date Revised 11/30/2010
,Number<or Name Description
12981.1 AE Series Rooftop Solar AE - Series Collectors AE-21, AE-24,
I IAE-26, AE-28, AE-32, AE-40
a
ALTERNATE ENERGY TECHNOLOGIES, LLC
SOLAR COLLECTOR INSTALLATION DRAWINGS
TYPICAL INSTALLATION DETAIL
(FLAT WOOD FRAME ROOF)
INSTALLATION REQUIREMENTS
THESE INSTALLATION DRAWINGS DETAIL THE STRUCTURAL INSTALLATION REQUIREMENTS FOR
THEAE-SERES SOLAR WATER HEATING COLLECTORS MANUFACTURPD BY ALTERNATE ENERGY
TECHNOLOGIES ON RESIDENTIAL AND LIGHT COMMERCIAL BUILDINGS CX FRAMED
CONSTRUCTION
THE INSTALLATION REQUIRES HARDWARE PROVIDED BY THE SOLAR COLLECTOR
MANUFACTURER AS INDICATED HEREIN TO BE UTOIDED TO ATTACH THE SOLAR COLLECTORS TO
THE BUILDING IN ACCORDANCE WITH THESE DRAWINGS.
THE SOLAR COLLECTOR INSTALLATION AS DETAILED IN THESE DRAIAANGS IS FOR THE
INSTALLATION OF THE BELOW LISTED AE-SERIES SOLAR COLECTORS ON RESIDENTIALAND
LIGHT COMMERCIAL BUILDINGS WITH FLAT OR SLOPED ROOFS SURJECTFD TO AMA)GMUM
UPLIFT PRESSURE OF 61 POUNDS PER SQUARE FOOT m. FOR NEW CONSTRUCTION THE DESIGNER
SHALL CONSIDER THE SOLAR COLLECTORS W gN DESIGNING THE ROOF STRUCTURE
FOR EXISTING SULLDINGS. THE ROOF AREA WHERE THE SOLAR COLLECTORS ARE TO BE INSTALLED SHALL SE
PROM SITED, FROM ADDING ANY FUTURE ROOF LOADS UNLESS ALLOWED GYA LICENSED DESIGN PROFESSION
THE DESIGN OF THIS INSTALLATION 18 BASED ON REQUIREMENT& OF THE2007 FLORIDA BUILDING CODE W 2W9
SUPPLEM ENT AND TESTING OF THE SOLAR COLLECTOR IN ACCORDANCE WL TH TAB 202-WASTM E 330
ALL ALUMINUM STRUCTURAL MEMBERS TO BE OWL --TIE. ALL STRUCTURAL STEEL MEMBERS TO BE LOW CARBON
GALVANIZED STEEL AND ALL HARDWARE (BOLTS NUTS, ETC) TO BE STAINLESS STEEL
DESIGN WIND PRESSURE
MAXIMUM SUCTIONUPLIFT:61 PSF
AE
- SERIES COLLECTORS
MODEL
ASSORSER
WIDTH
I LENGTH
AE-21
SELECTIVE
36187ir
I 86.1878
35157W
97.1mv
AL: 2B'
SELECTIVE
471
1WS
187NS
121.1817
DOCUMENT INDEX
SHEET
DESCRIPTION
1
SOLAR COLLECTOR REQUIREMENTS SHEET INDEX
2
INSTALLATION DETAILS FLAT WOOD FRAME ROOF
A TI DETAILS SLOPED WOOD FRAME ROOF
4
INSTALLATION DETAILS SLOPED WOOD FRAME ROOF
8INSTALLATION
DETAIL FOR STANDING SEAM METAL ROOF
S
INSTALLATION DETAIL RAT ROOF USING STANDOFF FRAM
7
M—WAZYMrSHARDWAREAET SERIESMSC SOLAR
B
E ROOF MEMBRANE
0mot
LATIVES
10
1 DWALLATIONDETAJLS-AVOMMMWNTINGKMWOM
DO KIM
ARSDCIATES LLC
pommlom
Tt P17) W&M
Few "aat®
rA
J a
W
V �
NIs.
�o
IY
gym z
LU J Z
z° a
7
U
� loArk
r*,'CMVM
Rio:'
' j
. do.9 TIA to
INSTALLATION DETAILS - FLAT WOOD FRAME ROOF
rare
A"ll
sm"910
VICEtAMI AS
TYPICAL INSTALLATION DETAIL
(PLAT WOOD FTRAME ROOF)
xwwuoUNT
CUP
wmXl&H x
' CM tCRiiN
TWANUTAR
MoLumgS RRAC
at•-uxf Iml
WaRm
ar., ex IaIF m"W90RW
TRAM UTARM0U1TNa
tRACIQT
CONNECTION DETAIL
NANUPACR MI tHAROWAMPORTLTED
MOUNT ON AATROOFL UAPTICM PAN
($aDEdL6a*"
s0LW1
,OGLW
CAP
copra
FLAAHM
FED/RETURN EULTIP
PLww" APPLY RooN�16
ELA ANT
ROOF FLASHING DETAIL
APPLY MCM90 SEAIAW TO THE UR1iMM OF
THE FLAJ*M RAtt PNOR70 WMAILATIOM
rar:ll3ALLAR MSQUARHTM
7YACALTWo PLAM UMTIN UW
VARYVA7H IACLIIUINOANOL& TM
Ppacamm Pm eAcH calmm
LF amwTTOOQ.Tmr4
"m
CUP
,� waoxTQFtx
3W-IGXC IM
CAPSCRBV
VACM tLONR
At RBWRW
PRCNPOCIMT
PAN
CON J4�jQN�AIL
FORMO WONFLATROWS
Wt PITCNPM
(gir.00ALS& M
W MEADWOM
OAMUCA►SMar TRtAl167AM
I5TAftW6rml MOUNTND
sm.
PITCH PAN p PTICH
VACM
AERMUND
RAFTER
MEMO
PITCH PAN DETAIL
DO KIM
ARROCMTLt LLC
Po aox lam
T.Aa FL2=
Tat 0913) W40M
Faa: AW V"=
(JJ±
yr TLRFADSOROO
J
RIItEMVAIM
�>«� � I�
R
(STA0am"amm)
SPACOR
ROOF
f
STNlOTLRB W RacWROj
Z
c
0
GLO= SLAgC
N�
H
g
EAI W RAFTM IN
cog
3.90M UCAWAl Ili ECRERt 7-TOONAESOROC7TLDCIFMfa
W 3 5;
Q
Z
AT FACH RAFM AT U FACHOPACFAaCKLu
Z
rxCVANt61(7F0ORAFTRM) STAINLC= STEM FLAT.
h
at N U
W
to
R LOG(W1S1ER
r. 1'a ttftTiGLAltlIxaPAlWill
¢ O
{Il
Q
ANON UT
1 ALL MOUNTING HARDWARE (SCREWS NUTS AND BOLTS) SHALL BE STAINLESS STEEL
UNLESS NOTED OTHERWISE
m
U
2 SPACER BLOCKS SHALL BE INSTALLED WITHIN T OF THE THRU-BOLT
cxzO w.
mx 7
3 WHEN THRU43OLT IS WITHIN 2' OF A RAFTER, ONLY ONE SPACER BLOCK WILL BE
at"-
=exam ,
REQUIRED ON THE OPPOSITE SIDE OF THE BOLT AWAY FROM THE RAFTER
OATS
rm n
< TWO SPACER BLOCKSAREREQUIRED WHEN THE BOUT ISMORETHAN2' FROMTHE
RAFTER
6 1Af)iEiR THE MOUNTING PROVISIONS OF ADJIRCENTCOLLECTORSARE INSTALLED 91DE
DOYIbl/gM, P E
BY SIDE AND THE THRU-BOLTS ARE I IM OR MORE APART. IT WILLSE NECESSARYTO
HAVE AT LEAST ONE SPACER %=(OR RAFTER) BETWEEN BOLTS
00
a SEALANTS ARE REQUIRED BETWEEN MOUNTING SLACKAND SHINGLENSHFATHINO
O&C
BOLT HOLES SHALT. BE SEALED TO PREVENT MOISTURE PENETRATION
7 STEEL ANGLE SPANNER(2'X2X3MV)MAY BESUBSTITUTED FOR WOOD SPANNER
- HEX CAP SCREW LENGTH VARIES WITH ROOF CONSTRUCTION AND SPANNER DTSIG
OTaLNnD N0.-O80811
INSTALLATION DETAILS - SLOPED WOOD FRAME ROOF
smom
ROW
vmoo
TRun
DO KIM
s ABSOCIATES. L.Lo
Fo eox iom
Tiepa F'L27IG
Ts 1913N 3400
Ps am W4=
bvOW
6 m savor
aipsTiys \ U
1/1'T1111FM®IiOD 1RK71UlE 0R MYL J
ORNUCAppemw Rulm MOUNF 10 a
_ (tTAx!liM tNFIaN
NLooE ry
MAMOt V
SECTION VIEW AA a7TNU0TURl1 RAFTM e3 F .
TYPICAL INSTALLATION DETAIL SPANNER DETAIL H U. g
(INCLINED SHINGLE ROOF) J
h J z
2-1com"OR Dalai wE' ATTiACXyaMCW MX W 3 O aW
AT LAMZY
IeN08 MOUNT hfePAllNOI(AOGRAPTFAf) eTAKEaeeiBELRAT- , i V go
w-mxvrm
cwwwRw
is W .-&1 ALL MOUNTING HARDWARE(SCREWS NUTS AND BOLTS)SHAIlBES_TAINLESSSTEEL T�
FIVANU X 2RLMx♦ NIL UNLESS NOTED ORNERVOM
MOUWiNO CAPSUBN U
RRACM 2 SPACER BLOCKS SHALL BE INSTALLED 1MIININ 1' OF THE THRU 6MT or.-mmor. -
oaeuoRr. mR
VAOER RM 3 WHEN THRU•SOLT 16 WITHIN 2' OF A RAFTER, ONLYONE SPACER BLOCK WILL BE w. RM01A41
Asieau® REQUIRED ON THE OPPOSITE SIDE OFTHE SOLT AWAY FROM THE RAFTER 0A7f 4'10�
FLAMN2 .
4 TWO SPACER BLOCKSARE REQUIRED MEN THE SILT IS MORE THAN 2' FROM THE
RAFTER
OOYfON xa1,PE
& WHEN THE MOUNTING PROVISIONS OFADJACENT COLLECTORS ARE INSTALLED SIDE
SY GMAND THE THRU-BOLTBARE 1 1/2'OR MOREAPART, rT W1LLBE NECEB&WTO
HAVEAT LEAST ONE SPACER BLOCK(OR RAFTER) BETVLE$N BOLTS 00 a � Lur
ROOFFLASHINGOETAIL CONNECTION DETAIL & SEALANTAREREQUIRED BETWEENMOUNTING BLOCKANDSHWGLESBHEATHING VA
IC,
MFA=RQqK-apVRi BOLT HOLES SHALL BE SEALED TO PREVENT MOISTURE PENETRATION
FORFARA ALMOMM q•,Z•��
A.CFM RICH 7 ST EELANGLE SPANNER (r X 2' X 3hIr) MAY BE 8UBSRR)TED FOR MOOD SPANNER
NEX CAP SCREW LENGTH VARIES WITH ROOF CONSTRUCTION AND SPANNER DESKi
Drrwltq No. -OB0811
t eqm-'ON&gma
FNB30 HMNNVd9 ONV NOUOrKWNOO dOOV HLM 83HlVA HLON31 M3HOB dVO)(3H .
oNdo1�
`
vgNNVdB000M� iaurLLLmn939Awo Cam xzx2)H3NNVdB31ONVImm
J.3wuw
a[�v ON=
wsl
I
NOELVHLBNBd9Hft=R1N3ASUdOlO31V389811VNBS310H1108
ilk V AMU
tnRL
SMHLV3HN3iS"QNV)MJ eW&NnOnN33M198ORWrR3i13VVMYM9
9
Gaol We
/
On �rNo0
W108 NMWU39 C01- a HO))Wg IIMVdS3NO"M IV 3AVH
Cl AUV98303N 38 TMM1 L'MVdV MUCH HOW& � 3vv aimmu 3HL ONV 3a18 A8
C�ddOO
mm. vu
3a1903TI IM38vsvoi 3nooINBOM'OYdOSNOIMAoadONLLNnOH3N1N3HM
9
1
aa'nalloa�oa
HUNH
O
3Hl woad z NVHL MUCH BI1108 MHL N3HM O3a1nO3a 3VV 9M0018 1130Yd9 CAL
♦
dva
arrooa
a3LVH 3HL I' W AVMV IWO 3HL-408a18 31W)ddO 3Hl NO 03am03a
wrox.�v Una
38TMM1)KXMa3OVd93NOA1NO'a3LVUvd0.3NIKLVA911108-naHLNVKM
9
qua W omou"
Lira"
"
do =M""'0
LiOB•nwugwiO.Lmmmcrnvi9MBeTIVH98H=eV3OVd8
i
7C�.►yXB�Nt Wmotut
C
391M2HHL)0310N 8B3iNn
�i' a�rOaaa at
Z
133LBS831WiS39'nVHB(8LINaNVSlnNsvemoa)3vvmavvH9NLLNnOHTIv
L
1
10HaLxOowl G-
an
p
y A >
t91FMHom mom �ao�i0ltlWWddliJKZ
�aoxw
V
tY'IlBal! f84'INNLI (f1GlaYN90 iU YiIQMdl.IRL
R y Z
id00a31LLa9Nnow
loohlaava�Nov3iv wrair
tZmir Z rn
snmamwrosmxaol•t woawmuwvOnnmam-t
1WLMONOLLvi1v13MivowL
y A c)
m cs
m
-1
W a,
XWE mom
RYdg
z
YVAAMA r3iouMMS
mom
vomwaalw
tOitNW WI M �
mu uo aonx
iO7Ndl di0l1wi AmAVID
// low
W
ZU
m� 911AYL'!
GDm -/v/
n
enlWlOfla Aumd" �aa"No
LOWN3�_ 0oY�7/lmLL Uri
i
asp u�
mmraaad ad
ILaTf/ifbtl7�1
aaxv ad
.amol:aaoa
air ®a�riooear
W I it ❑ a
IY
i!p ar4woINn"
in-Arto
dnarraoor�n Opf�pr
tawvndunwruoKn ry
ImacoaauzrMmvms a�a+n
taWML b
a,ol,a.u,.ac
awwwrriNenv
y/aiss
:100V 311JL 3WVW 4OOM a3dO1S - S1M13a NOLLY1WISNI
INSTALLATION DETAILS - STANDING SEAM METAL ROOF
TYPICAL INSTALLATION DETAIL
(STANDING SEAM METAL ROOF)
3W. AAPNIII
RACKMOtM CAv=.
CV RATYVAANOI
uraoxtwmc
CAP 40MV �� aru.wRDc
GPACRGWW
HALT YANYOA
O NwuYRRo
_ cKwom
"CIAA!
WAUTAOam
CONNECTION DETAIL
WhO WNUFACTUMM AHROYARL
FORAARALLILMUNTCY
IFAM IWALIUM
CWWNl
LOCNNIOI
ATANOINO SM
AAATAL ROOF
(AUFARAAF916"Nao
DO KIM
A• A2110CIATE9 LLC
3
M AU I=
T.t (517) AT4Cl2I
RQ (ALq 7I4C=
AOWI COLLSSpI
J
.J
y
]WFAAVARAMM PACRBN
J
t19 MTYYlQI
7
n
ALTRAMAKKWNDV A
C �
2
- t CAAACIEW
.
y J
0
CKUNKIOCIMP00
YCIArtNIO GIAIAI6
F- LL
a' J
id C"
8EME4IETAL ROW W AETACREAR
J
F
y
Z
annLER IR. amaw
lU 3
zIaLuy
ROOF OIO;IWO
m � U
tC
SECTION VIEW A:A
SEAMED METAL ROOF
1 ALL MOUNTING HARDWARE (SCREWS, NUTS AND DOLTS) SHALL BE STAINLESS STEEL
UNLESS NOTED OTHERWISE
(2
ar,
w
2 "CLAMPSELECTION TOBEAS RECOMMENDED BYTHECLAMP MANUFACTURER FOR
CIIUMM
Oyu(
THE METAL ROOFING PANEL SPECIFIED
WAM
AS 910NY
d1R
YAIRR
b SAFETY FACTOR FOR THE CLAMP SELECTION 16 THE RESPONSIBLITY OF THE DESIGNER
AND SHOULD BE EMPLOYED AS APPROPRIATE
4 THE SSI CLAMP 19 BE BE INSTALLED PER THE MANUFACTURERS INSTALLAMON
nE
REQUIREMENTS
M
KLK
ow
d SEAMED METAL ROOFING ISAS SPECIFIED BY THE DESIGN ARCHITECT AND IS TO BE
CO A
LLa
CAPABLE OF HANDLING THEADDITIONAL LOADS IMPOSED BY THE SOLAR COLLECTORS
toad
•
0 SEAMED METAL ROOFING TO BE INSTALLED PER THE MANUFACTURWtSINSTALLATION
R»w
REQUIREMENTS AND ONLY MANUFACTURER APPROVED FASTENERS ARE TO BE USED
" BUTLER. MR•24 STANDING SEAM METAL ROOFING SHOVM FOR ILLUSTRATION
PURPOSES ONLY AND VNLL VARY PER THE DESIGN ARCHITECTS REODABAENDATION
Drawing No. - 090811
INSTALLATION DETAILS - FLAT ROOF USING STANDOFF FRAME
PITCH
PAN
NOTG
PRAME a TO U CMUM
FASINCATm TO MMEACII
NSTAULATNJN P&QUXSRENT
ANDISTOSEOALWR ED
APTNI ALL QVMtr-. OIO1NG
MOWItDIANAEl1
PDVOfiRD
PRANS-SW O►RONALDEM
SPACE Mtm A$ TO INKASSr-
8ffr MCOLLECTORANDSDNT
TYPICAL INSTALLATION DETAIL
(CONCRETE OR METAL FRAME ROOF)
SfANCHM CENTOLM NI
TOEOUALROOPSORA"l
CENTRUNL OJT sTOM
NCt ARMY VCOAN oONESTANGRfDN
!/RMHADdONCOLLSCIOR
ar-tarEalm
NDCNUT
SONYA
TA xfv
CAP
COPPER
FL 46"i O
PEMIRERAN StILT�!
PLUVONO APPLr ROOFING
SMMNT
ROOF FLASHING DETAIL
AMt.Y ROOFYI/ auum TO S4 uommIDi OP
THE EEASWNO MSS FWXMNSTAUATION
AS Y S Vr ALJJEDNM SOWNH rM
T m&7WOPLACW.LFI6THWY
VAW WTH IM7UNT NDANIXE TWO
P CI RBOUNUD PEN EACH COIJEETIM
1.96THNOT To Dtc®aa
SStURITOaTR mmILSNO
W-16HEXCAP SCf®MR RAT
V&VM ,LOCKVVJKWAND
rvulmmmNum
TWTOSIISARRAL
YWM�ORSPANNER
DRQl1im N 70 [O W LL W 11[CfGR
YOIRRIO NDISIAIOM
1•. T. i r
ALUM NA&
IOUARR TUM
(SON BALVAN 0fil8
TR•-TWOCOuBrFOR
amom .
-%-PADe-XVXlW
REWRW2831OUS
TO SECURE EACKPAD
VELOALL JOINTS
N MOUNT
`U4%M X 1f? H'X
CAPSCRIW
ar-lexc YX
CAPSCRW
3Ir-10 X 1-7N- MIX
0'-- CAP SCREW
TRNNOULMMOUNTIO
MACRfII
CONNECTION DETAIL
WNFAORNSR{ NMWVMDPORILM
YOUMONRATNOOPS WE►RCNPAN
DO KIM
ASSOCIATTES LLC
PC Box Umi
Tt WS)v"m
Ri (S mam
U
Ill7HRFAOcwv- RimMR 1ri d1SUa
OR NEXCMiOfEW TRWIOUIM IIOISJIDii
isTmum arm"
WACKU
It" ER
Km CROOK
RAFTER
a1
_�'NJ z
2
W
2-10OWASORWIMSCRVA - 7•tOD NAITJ7DR aSA 1R'at7lW6
a. AT PA/71 RAFTFII AT TiA¢M SPACTDtKOCIT ? Y W
RAP 7XrSPA1NEXCNTO0T� STANIUSTEELFIAT Q co
7hrSPANNEITtWOCRARStlQ WASIER UXKWASM ¢ •-
7X 7R WV STSBAMA ~8t AM RR ¢
SPANNER DETAIL
THIS DETAIL FOR LIMITED APPLICATION AS A FUNCTION OF STRUCTURE THIS DETAIL
U
INTENDED FOR LIGHT COMMERCIAL AND RESIDENTIAL INSTALLATIONS VM ROOF SUPPORT
STRUCTURE IN W OR 24' CENTERS OTHER SPACINGS AND STRUCTURES WILL REQUIRE CNEOREO rr. OT.
SITE SPECIFIC ANALYSIS. so" ASSwnrl.
wTc •aw -
HEX CAP SCREN LENGTH VARIES WITH ROOF CONSTRUCTION AND SPANNER DEMO
I?THREAMROD
ORRDICAPSOROTP TPUAMULM
tS "Umerom equNNNO
SAACI@T DOYSON SSI, P$
NT01 - O RALfAWl)tB49WPAN PIT mr
A ROOFING
;::t
ROONp VTrePan:ttwE
YEEWR
PITCH PAN DETAIL DIBWIm No. - aa90811
FIGURH 1. COLLECTOR ATTACHNPAIT
(SECTION VIEWAdU
VINO.
Maurr
ouP
TRWOUAR w,>Dx1TM
MOUNIDIO NQC POCRLW
eRAUEr
x•,.xfw
N®c CAP.CRdtiY
TIUe['AECI!! AWTO ee1NISTAtlfdQ FA01CCIFINW CN POINT
WITM TNITUANOUIJdI M CNET ASYIOMIO1THIe W#JL
FIGURE2 ATTACHMENT HARDWARE
HRIOEMOM
CUP
-� w.7ax,?HFx
EMT..,.REYIED -'l
MN1T
3W-lO ON W HEX
CAP ECREW
TRGUIOUIM 1OUN,INO
saAcm
THWE'ASOL PPANSTO 89 REGURM TO ATTACM fllCOLLMOTOIUTOTHS STRUOTILR
PROPEWYWHIM U.NO THE *ARE BRAMU NODUE.MMWAANAIAOR®
W-t.PWg1Ela,
HQ jr
FIGURES TILT HITHARDYWRE
MINOR MOIMr
CUP
w-m x Yr mu
CAP.CM
•rxrxvr .
ALUMINUM »Nixf MCI
sou" TTUee CAP.CREW
E+Tr-,ex leaf HDc
CAPECRfi1N
TRMANOUWtYOUNTIND
ERAWEiT
TWO AE-0UP.' ARE RWMRED AT EWH OON EC1ON PONr
WITHTOWUOITU4 4AEOM MINTMaED9TAL
OPT
MOU
BRA
LOCAT
END
CONE
THESE FIGURES 8HOW THE HARDMRE PROVIDED BY THE MANUFACTURER THAT HAS
UNDERGONE TESTING AND SHALL BE USED TO ATTACH THE SOLAR COLLECTORS TO THE
STRUCTURE PROPERLY NOSUBSTITUTIONS $HALLBEPERMITTED
THE COLLECTOR ATTACHMENT SMALL BE AS INDICATED IN THE MANUFACTURERS INSTALLATION
INSTRUCTIONS AND THESE DRAWINGS
THE AE CLIPS THAT ARE ATTACHED TO THE SOLAR COLLECTOR SHALL BE WHIN 112 RICH OF
THE INDICATED DISTANCE(LM LISTED BELOW
THE COLLECTORS TO 8E INSTALLED IN ACCORDANCE WITH THESE ORAWNGS INCLUDE THE
FOLLOWING AETMODELS.
AE-40, LENGTH 121-SINS, WIDTH 47-3He
AE-22 LENGTH 97aH4 WOTH 474V1e
AE•24 LENGTH 05-MIA WTDTH47406
AE 20. LENGTH 774M4 VNDTH47-=
AE-24 LENGTH 972M4 WOTH3"16
AE 21 LENGTH SWA YAM 354M
STANDARD MOUNT
HARDWARE
THE COLLECTOR ATTACHMENT IWRDWARE CAE -CUPS) SMALL BE MOUNTED ON THE LONG SIDES
OF THE SOLAR COLLECTORS AND SHALL BE CONNECTED IN THE LOCATIONS SHOVMI IN THE
ABOVE DIAGRAM FOR ALL MODELS
THE LOCATION OF THE CLP8 AT EACH CONNECTION POINT SHALLBE PLACEDAT8PECIFLC
POINTS ON ALLMODELS AS A FUNCTION OF THECOL.ECTOR LENGTH. THECENTER OF THE
CONNECTION POINT FOR THE CUPS 914ALL BE LOCATED AT A DISTANCEOF ONE FIFA THE
LENGTH OF THE COLLECTOR (M A8INDICATED ABOVE
DO KIM
A. ABROCIATEAr LLC
Po Box to=
TIMP%PLWM
TLL (NO)OrEO al
a...or
>as i
LA
DO WY, P.G
Fl,l YIGROIP/
m a owTEr4ut
eoxM
Re34.
JDnmhv No.-D80811
SPANNER MOUNTING
LNET AMBORturYL
RuttER GEALLANT
1?MRENNOROD _,jCTIINNOUtAR110ttAINt
ORNFJl0W82ll f UL"UT
(ST��l tPA0F11
vulomwimp
4_t0Dlw(1oR At11?EOR$YYR--� /—2-1CoVo"Z. tCaWs
AT EADR RAFTOt —/// Ail. t�ACNiIOQI
r x4' VMNat (1! ODRAF MR% 9TAPALtf 9TlQFLAT-
r xs-vmNat cwoD RAFmm VAAI#WR, Lam V MP=
rxr xtnr tT66ANOtx tMNNaI AND NUF
SPANNER BOLTS TO BE 1N7 DIAMETER, STAINLESS STEEL W'HM HEX CAP SCREWS
ARE USED IN PLACE OF THREADED ROD THE SCREW LENGTH VARIES WITH THE ROOF
CONSTRUCTION AND SPANNER MEMBER USED
SPACER BLOCKS SHALL BE INSTALLEDWITHIN 1' OF THE THRU-BOLT. WHEN THRU-
BOLT IS WITHIN Z' OF A RAFTER ONLY ONE SPACER BLOCK W ILLSE REQUIRED ON
THE OPPOSITE SIDE OF THE BOLT, AWAY FROM THE RAFTER TWO SPACER BLOCKS
ARE REQUIRED WHEN THE BOLT IS MORE THAN r FROM THE RAFTER
WHEN THE MOUNTING PROVISIONS OF ADJACENT COLUE=RSARE INSTALLED SIDE
BY SIDE AND THE THRU-BOLTSARE 1 112- OR MOREAPART, IT WILL BE NECESSARY TO
HAVEAT LEAST ONE SPACER BLOCK (OR RAFTER) SETWEEN BOLTS
SEALANT ARE REQUIRED BETWEEN MOUNTING BLOCKAND SMINGLESGHEATHING.
BOLT HOLES SHALL BE SEALED TO PREVENT MOISTURE PENETRATION
DO KIM
6 ASSOCIATES LLO
Po Box 10M
T..M :Lwm
F.. pmar4am
W
mounla [ADUt1I01D ..
ro�WNaft I 1 SLAW tAf
roa --tNma
I;riR90DDp ,
mm" FELT
RAO
ODLT
Tmm
LAO BOLTS ARE TO BE =' DIAMETER AND MUST PENETRATE THE RAFTER
MEMBER A MINNAUM OF T
PILOT HOLES SHOULD BE DRILLED INTO THE CENTERLINE OF THE RAFTER
AND SHOULD BE BETWEEN 60-761AOFTHEBOLTDIAMETER
APPLY A LIBERAL AMOUNT OF ROOF SEALANT OR A SEALANT PAD AROUND
THE OPENING PRIOR TO SECURING THE MOUNTING BRACKET
ALL CONNECTION HARDWARE (BOLTS 6 WASHERS) TO BE STAINLESS STEEL
PLYWOOD../
E DI N0 qFar
'PRAT ?NO
TRUW
�s "mmum
OIITt: NINtt
ItY,PG
NUMOiit�ttF/
7 BOLTS ARE TO BE 318' DIAMETER AND MUST POSITIONED DIRECTLY BESIDE THE RAFTER
xwa TEi SRC
HOLES SHOULD BE DRILLED SLIGHTLY LARGER THAN THE BOLT DIAMETER
Powxtmat
APPLY A LIBERAL AMOUNT OF ROOF SEALANT OR SEALANT PAD AROUND THE OPENING
TKW% FLtn
PRIOR TO SECURING THE MOUNTING BRACKET
SNUG THE 7 90LTAGAINST THE RAFTER BEFORE TIGHTENING THE NUT USE DOU13LE-NUTS
OR LOCK WASHERS TO SECURELY FASTEN THE MOUNTING BUCKET TO THE' T BOLT
ALL CONNECTION HARDWARE (BOLTS 3 WASHERS) TO BE STAINLESS STEEL
Dmvft No. - 050811
ALTERNATE ENERGY TECHNOLOGIES, LLC
SOLAR COLLECTOR INSTALLATION DRAWINGS
(MOUNTING HARDWARE ALTERNATIVES)
MOUNTING CLIP OPTIONS
INSTALLATION REQUIREMENTS
1) THE SOLAR COLLECTOR INSTALLATION AS DETAILED ARE FOR THE INSTALLATION OF ALTERNATE ENERGY TECHNOLOGIES
AESERIES SOLAR COLLECTORS ON STRUCTURES SIBIECTED TOA MAXIMUM UPLIFT PRE=RE OF 51 POUNDS PER SOME
FOOT (PSF)
2) THE DESIGN OF THIS INSTALLATION IS BASED ON REQUIREMENTS OF THE 2W7 FLORIDA BUI DINGCODE W 2008 SUPPLEMENT
AND TESTING OF THE SOLAR COLLECTOR IN ACCORDANCE WTH TAS2*"ASTM E330
3) THE INSTALLATION SHALL UTILIZE HARDWARE PROVIDED BY THE MANUFACTURER AS DETAILED IN THIS DRAWING CONNECTION
OF HARDWARE SHALL BE IN ACCORDANCE TO THE DESIGNER CAWTHN 12INCHES OF ROOF TRUSSJOINTS
4) ALL ALUMINUM STRUCTURAL MEMBERS TO BE 8031-TIL ALL STRUCTURAL STEEL MEMBERS TO BE LOW CARBON GALVANIZED
STEEL ANDALLHARDWARE (DOLTS NUMETC)TOSESTNNLESBSTEEL
AE
- SERIES COLLECTORS
MODEL
I ABSORBER
I WIDTH
LENGTH
A621
BELECTNE
31L187S
85.11115-
AS-24
SeLaCTIVE
I 35.187lY
1
1
.1
A&28
!MWrvE
47.1mr
wale
.1 0-
.I-6
AE-400
Bar
DESIGN VIAND PRESSURE
MAXIMUM SUCTION UPLIFT:51 PSF
DO KIM
AOGCCIATEESl LLC
ro wx,00r.
R.�NA T�
Tt fhT ma®i
Fes: plf�m{6t�7
TEORwat.�.E
eruweaxm
xwa aocNm to
ro rox+®
Tom. FL 31CD
J,s -clj
DrMnMng No. - OW811
INSTALLATION DETAILS -ALTERNATE MOUNT HARDWARE
wmxw�R
NRT CAP 80R
FLUNKMOW
IRACKGT
RAM MOUXMNO HARDWARE
PW W MOUM HAROMM gNKALLEDATEACH
CONIQOTIGM FCO/T AE RK1m UI TAB OGTAL
wmxlwkm
WBCP N
FLAWL40
CONNECTION DETAIL
UVW MANUFACTUM M W WOM
PM FARALLaAIMWON
tLCFRxi AOOp
RACK MOUNTING HARDWARE
AAOR MOUMT MM MNM 16UWAU®ATBCH
COWECTRNi POINTAEN CMNR7WDM
RACKMMW
CUP
CAP9C11Taf11
hmtwfm
QW49L
C AIIB
L0C=Q NUr RACK MC
HARDWA
SHOM
CONNECTION DETAIL
- WINO WMItACTURMSKMM M
FOR RACK MOUKTOM TUB/RATERO F{
A
A
DO KIM
ASRDOIATTLG LLQ
PO wx um
T*% FLUO
Tf&CH3)304CZM
Fa (8130W" !
iT
PLam, ►ESTOP
nsMaT,y rla. - o&oe11
SHEET 10 0 0
I
,Do Kim & AssOC1ATE8r LLC
CONOULTINO STRUCTURAL ICNOINEERS
Florida Board of Engineers Cettificate of Authorization No. 26887
Certificate of Standards Equivalency
Do Kim, P.E. has reviewed the following standards and deems them equivalent within the technical
scope of this evaluation
ASIM E330-1994
ASIM E330-2002
•vq
Do Kim, P.E.
FL #49497
P,O.. Box 10039 813.374.0321
Iampa, FL 33679 813.374 0322 (fax)
F _
FLORIDA SOLAR ENERGY CENTER
1679 CLEARLAKE ROAD, COCOA, FLORIDA 32922-5703 (321) 638-1000
Approved Solar Energy System
FSEC # S9243 Approval Date: JAN 2008
DISTRIBUTOR SYSTEM
Alternate Energy Technologies, LLC
1057 N. Ellis Road, Suite 4
Jacksonville, FL 32254
DPV-80-40
This system 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-7-80) and was found
to meet the minimum standards established by FSEC.
North South/Central
The calculated Florida Energy Factors for this system are: 3.2 3.5
Description
Collector Manufacturer Model Number Units Total Rating 18tu)
1. Alternate Energy Tech AE-46 1 34,400
2
3.
4.
Tank Manufacturer Model Number Capacity (gal) Type: Direct
1. American Water Heater SE62-80H-045Sm �ILE"COPY
2. Rheem Water Heaters 81 VR80TC-1 8
3: _
4. '
Pump Manufacturer Model Number Power Draw (Watts) Rated Power ,
1. Laing Thermotech D5Solar/090B 22 1 /35 H.P.
2.
3.
4.
Controller Manufacturer Model Number Type: Photovoltaic
1. SunWise Technologies OEM-10 /�TL
w `�
2. Yingli Solar PV-10 CIE COUNTY
BUILDING DIVISION
3. REVIEWED
Freeze Protection RUIEWED B1 .
1. Thermal) operated freeze protection valve DATE
Y P P pl..Atd A b PI=RMIi
2. Manual draindown MUST JBF. KC -PT ON J00 CAR
NO INSPSOTION WILL SP. MADE
3.
Other Major Components
1. .
2.
If further information is required you may contact the Florida Solar Energy Center at the above address.
ARY INFORMATION SHEET
SOLAR ENERGY CENTER
LAKE ROAD, COCOA, FLORIDA 32922-5703 (321) 638-1000
MANUFACTURER
Alternate Energy Technologies, LLC
1057 N. Ellis Road, Unit 4
.Jacksonville, Florida 32254
November 2002
FSEC # 0009ON
Collector Model
AE-40
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 8odycote 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 mUs
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 FI'LE' A2kOPl'F'
Insulation Foil faced polyisocyanurate, 3.2 cm thick 1107 . 6o Z. Z
THERMAL PERFORMANCE
Tested per ASHRAE 93-1986
Incident Angle Modifier KTa =1.0 - 0.19 (rose _II
Efficiency Equations
ri = 72.0 - 501 (Ti-Ta)/I n = 72.0 - 88 (Ti-Ta)/I
rl = 70.4 - 346 (Ti-Ta)/I ' - 1605 [(Ti-Ta)/1]2 n = 70.4 - 61 (Ti-Ta)/I - 50 [(Ti-Ta)/1]2
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 Watt-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, 1000C (212°F) 12,200 Kilojoules/day 11,600 Btu/day
REFERENCE 00081 N
1OW - 24V
PHOTOVOLTAIC
MODULE-N
ATTIC
PENETRATI❑NS --
(TYPICAL)
DIRECT PV SYSTEM
DPV-80-40
AIR VENT
FP
\\\ -FREEZE PR❑TECTION
PR VALVE
�- PRESSURE
RELIEF
VALVE
SOLAR
COLLECTOR
TOGGLE �1
SWITCH]
1
DC PUMP W/
INTEGRAL CHECK
VALVE AND ISO. H❑T
BALL VALVE OUT M
ANTI -SCALD
VALVE I
(BY OTHERS)
I
I
I
I
I
I
I
I
t
I
I
NOTE.
I
PLUMBING TO BE MIN
1/2' N❑M COPPER PIPE.
3/4' PIPE TO BE USED
IN MULTIPLE COLLECTOR
CONFIGURATI❑NS OR
WHERE THE TOTAL PIPE
RUN EXCEEDS 100'.
I II
B❑ILER DRAINS
E)l
TT `- ISOLATI❑N BALL VALVE
COLD
IN
SHUT-OFF
VALVE
I Tcopy
IE
'I
II
l/07 .-00 ZZ
I -- SOLAR STORAGE
II
TANK WITH
BACKUP ELECTRIC
ELEMENT
I
I
TANK
DRAIN
Y
�W a
unzc
zQg J
lC .
Ed
Z ¢ i W
C m
y1WF3
x fuo�
ZSDWa
c Ell
a HIS o
LU
170�''� a
f
WE < W
._
FLSCOPE WORK: DESIGNED PER: WIND LOAD: WIND EXPOSURE: SOLAR SYSTEM COLLECTOR: APPLICABLE CODE: THISPLANISv0IDwlrHourMrsIGNATOREarN/usEDSEAL
THIS PLAN MAY NOT BE PLACED ON FILE FOR PULLING MULTIPLE PERMITS.
NOF A SOLAR WATER HEATING ASCE7-05 DEL:AE-21/AE-24/AE-261AE-2BlAE-=AE40/ FLORIDA 2007 CODE W/09 SUPP EACH PERMIT PULLED REQUIRES ITS OWN RAISED SEAL COPY OF THIS PLAN.
HAROOFTOP COLLECTOR DESIGNED FOR 160 MPH EXPOSURE CATEGORY C MSC21/MSC42/MSC-0O/SHC-21/SHQi2/5HC-00
SOLAR HYDRONICS CORP (FORMERLY KNOWN AS SOLAR WORLD) DOMESTIC HOT
WATER(DHW) INSTALLATION NOTES: IOJULY09
GENERAL -THIS DRAWING AND THE SPECIFICATIONS HEREON ESTARUSH THE MINIMUM REQUIREMENTS MR DHW
EQUIPMENT ON BUILDINGS IN FIDMDA 60 FEET OR LESS IN HOLM AND AT ROOF ANGLES FROM FLAT UP TO 4S DEGREES PER
THIS PAREn INSTALLATION DOCUMENT, THESOLM HYDRONICSCORP DHW SOLAR PANELS MAY BE INSTALLED PARALLEL
TO THE ROOF PLANE WITH HOLD DOWNS FLUSH ON TOP OFTHE UPPERSURFACE OF THE ROOF COVERING ORTLLTFD-UP TO
ACHIEVE BETTER SOLAR COLLECTION. RUSH -MOUNT SHALL REQUIRE 4-ANCHOM'(3/84NC_H_DIAMETER
CRS, CORROSION RESISTANT STEEL IN PZ-1 & PZ-2, EXPOSURES B & C, IN ALL WIND ZONES UP TO
AND INCLUDING 260 MPH.•ANCHORS CAN EITHER BE AT CONTRACTORS•CHOICE, 4, CHORS FOR ASINGLE
COLLECTOR OR 4-ANCHORS FORINVO COLLECTORS THRU USE OF APPROVED RACKING TO TIE THETWO COLLECTORS
TOGETHER -SEE FIGURE L TILT -UP 15 PERMITTED ONLY WITH THE FOLLOWING STIPULATIONS: A) NO INSTALLATIONS OUTSIDE
OF PRESSURE ZONE 1;B) USE ONLY OEM HARDWARE- EXCPT934 TEKS PER FIGURE 22 C) COLLECTOR LONG AXIS HORIZONTAL
AND 30 DEGREES MAKIMUM TRTANGLF; DI WINOZONE 140 MPH AND LESS REQUIRE 4-ANCHORS PER TILT -UP COLLECTOR: N
WIND ZONES GRFATERTHAN 140 MPH REQUIRE 6 ANCHORS PERTILT-UP COLLECTOR AND MINIMUM TILT POLE WALL
THICKNESS OF I/8TH4NOL CONTRACTOR SHALL KEEP LAG BOLT LOADING TO UNDER 528 POUNDS OF UPUFL REFERTO
WIND ROAD GEMUITIONS ATHTTP.//WWW.CADMCE.US/SWIMNDLOADCALCULATIONSYDF
WHEN RAG LIMIT E EXCEEDCO CONTRACTOR SMTLLUSE MORE LAGS,FBOLTS ORALL7HREAD RO0. FOUR 140LTS OR
LOA ALUTHAEAD RODS CAN HANDLE THE D OF 2-EACH. 405FSOLARCOLLECTORS IN ALL LOADING CASES ON THE CHART.
WHEN STRAYING INTO M INCREASE ANCHORS SOON THE PORTION OFTHE COLLECTOR IN PZLABSOLUTELYNO
INSTALLATIONS IN RO'
TESTING: THESOLAR HYDRONICS CORP DHW COLLECTORS HAVE PASSED MIAMITESTING LABS WIND LOAD TESTING OF-102
PSF WPER ASTM E-330 (MTLFILE NUMBERSIS-124913HLS ENGINEER HAS EVAWATEOTHE INSTALLATION COMPONENTS AND
HARDWARE CURRENTLYPROVIDED BY SOLAR HYDRONICS CORP ASOEM INSTALLATION KEYS AND FOUND THEM TO MEETTHE
REQUIREMENTS OFTHE FLORIDA BUILDING CODE CURRENTAS OFTHE DATE OF THIS PLAN. THERESHALL BE NO
SUBSTITUTION OF OTHER VENDOR MATENALS WITHOUT PRIOR APPROVALOF THIS ENGINEERTHRU SOLAR HYDRONICS CORP.
HAROWARETHE ENGINEER HAS DCERMINEDTHATTHE HOU}DOWN HARDWAREAND FASTENERS SUPPLIED BYSOLAR
KYDRONICS COMP WILL WMHSTA ID HURRICANE FORCE WINDS UPTOAND INCLUDING 160 MPH 3-SECOND GUSMTHE ONLY
REMAINING VARIABLE OFSIGNIFICANCE ETIEATTACHMENT OFTHE HOLD DOWNSTO THE UNDERLYING ROOFSYSTEM
USING OEM HARDWARE RAGGING OFSHCDHW COLLECTORS FORFWSH MOUNTINSTAUATION (PARALLEL WOHTHE ROOF
SURFACEAND AS CLOSETHERETO AS PERMITTED BYOEM HARDWARE) SHALL BEALLOWED IN EXPOSURE CATEGORY BAND C
AND IN BOTH In AND PZZAT MEAN ROOFHEGHTSGF6DP7OR LESS AND IN ALL WIND ZONESIE HRU 160 MPH SO LONG AS
THE FOLLOWING CAUTIONARY RULES AREOSSERVED. LAGS SHALL BE CORROSION RESETANTSTEEt, 3/9 INCH DIAMETER
MINIMUM OR BETTER LAGS SIUULACWEVE ATLEAST 34NCIES OFTHREAD EMBEDMENT IN RAFTER OR BLOCKING.
MEASUREMENTS MUST BE CAREFULLY MADEAND PILOT HOLES SHALL BE DRILLFDTO ENSURE HITTING UNDERLYING RAFTERS
ORTRUSSES AND TO AVOID WOOD SPLITTING.
SPEOAL PROCEDURES M USE WHEN, IN THE INSTALLER'S OPINION. HITTING THE CENTER OF TRUSS OR RAFTER WITH A LAG
CMNNOTBEASSURED.OTIER USEA 3/9 INCH (MIN) Y BOLTGRARBING THETRU55/RAFTER OR 3/9 INCH DLAMEfER(MIN)
ALLTHREAD ROD PLUS STANDARD FENDER & LOCC WASRERS ANDNUTTHRU MINIMUM a BY4' SY9' BLOCKING ON THE
UNDERSIDE OFTHE ROOFSHEETNG. WHERE BLOCKING METHOD ISUSED, INSTALLERSHALLAPPLYAGENEROUS BEAD OF
CONSTRUCTION MHESIVE FOR MINIMUM OF I FTALONG THE NEARJOINTS OFTHE ROOFTRUSSANO SHEETINGONEADI
TRUSS ON BOTH SIDESOF THE BLOCKING -SEE FIGURE 2ON TH ISSHEET.
PLUMBING SNAIL BE PER FIGURE I. FLORIDA PLUMBING CODE SHALLSE ADHERED TO. PARnCUTAR ATTENTION SHALLBE
GNEN TO PROTECTION AGAINST OVER -PRESSURE AND FREEZING -PER FLORIDAMECHANICALCODE CHAPTER 14, AND PER
SOLAR HYDRONICS CORP INSTALLATION INSTRUCTIONS THIS DRAWING SHOWS THEW VERSION PLUMBING. HOWEVER
THERE ARE OTHER VARIANTS (PHOTO-VOLTAICPUMP, INNRELT,,AND/ORDRAW4ACK) WHICRMTHOUGH NOTSPECFICALLY
SHOWN PIMEON.ARECOVERED BYMESEAIED DRAWING -SO LONG AS INSTALLED PER SOLAR HYDRONICS CORP
...INSTRUCTIONS.
WA7EAP0.00 ING INSTALLER SHALLADHERETO REQUIREMENTS OF FBC CHAPTER 1S (ROOFING) AND BEST PRACTICES OFTHE
NRCA ROOFING &WATERPROOFING MAN TO ENSURETHATMESODUR INSTALLATION DOES NOT CAUSE ROOF LEAKSAT
INIMLINSTALLATION OR AS THE SYSTEM 'AGES.
QUESTMN£ INSTALLERS, AUTHONilES NAVWGIUREDICTION. OR OTHERS HAVING QUESTIONS OR DIFFERING CONDITIONS,
MAY CONTARTHIS ENGINEER DBECTLY-CELL:8136507246, FAIL 8663979050, E-NWL' BO150N1@TANIPABAYJULCOM
NOTICE TO AHJ,cONTw(cmR,OWNER,& OTHER INTERESTED PARTIES (OIPI:TMSPLAN PROVIDES
ENGINEER-SEAIID DETAILS & SPECRCATLONS FOR INSTALLATION OF BOTH AE & MORNING STAR CORPORATION (MSC) SOLAR
DOMESTIC HOT WATER SYSTEMS.AE &MSC ARE MADE W THE SAME PLANT BYTHE SAME MANLTACIURER WHSETHEREARE
SULMPHYSICALDIFFERENCES,THESESYSIEMSARE EQUNAIENTSTRUCTURALLY,HYDRAWCALLY, &THOLMALLY.AEDETAI SARE
SHOWN ON THIS PLAN SHEET. BECAUSE AE 5 THE VOLUME LEADER MSC DETAILS MAY BE VEINED AT; htti);11 W M01-1/
ALL AFFIDAVITS, DESIGNS OPINIONS, CALCULATIONS & OTHER ENGINEERING SERVICES PROVIDED BY ALLEN
GEZELMWN PE AND HIS ASSOCIATES ON ANY AND ALL PROJECTS ARE SUBJECT TO THE PROVISIONS OF EJMC C-700
(ENGINEERS JOINT CONSTRUCTION DOCUMENT COMMITTEE .',STANDARD GENERAL CONDITIONS OF THE
CONSTRUCTION CONTRACT) CURRENT AT THE TIME THOSE OBJECTING TO SAID EJCDC C-7CO OR PROVISIONS
THEREOF ARE DIRECTED NOT TO USE THE AFFIDAVIT. DESIGN. OPINION -CALCULATION OR OTHER ENGINEERING
SERVICE OFFERED BY ALLEN GEZELMIW PE AND HIS ASSOCIATES ON THE PROJECT. EJCDC C-700 MAY BE VIEWED AM
HrrPJ/GEZELMANPECOMIREFERENCE/AGIC-700PDF
DIRECT'DSYSTEM
THISDRAWINGSHOWSTHE SOIARHYDRONICS CORPORATION DHW
-W (DIRECT) SYSTEM AND THIS PARTICULAR SYSTEMS PWMBINaTHEEARE TIMER,SIGHTLYDREREM,SOLAR HYDROMCSCORPORATION
DHW SYSTEMVARILMSWHOIAREALSO COVERED BYTHISSFMID DRAWING.T10S E BMWWTHEODDCALREMENT-THECOUECIONSI
AND ROOFMOUNTINGOETNLSRFMAINTKSVAViHEniERTLESMARHYDROMCSCORP.MMSYMMBDNGINSTALLIDISA DIRECT,
BNW=CRDRWN-BAC(MODELSWHCHCANBECONRGUREDWITHERHERANA/CORD/CCONRNOUMELECMCPUMP
' — —COLLECTOR SENSOR \'
I ' G
' At]
I
SOLLARAN.
LOOP GRAIN
ISOLATION VALVE
SOLAR LOOP D EXPANSION TANK
MOTORIZED BALL VAL I DIFFERENTIAL CONTROL
r
HOT WATER O _ �--- CORD WATER INLET
'r •J•: y:�' SHUT OFF VALVE
i{:iiiri•:11.
'Il:.YI/.
BACKUP ELECTRIC ELEMENT.JJ ... . V..
DIP TUBE••]}i:iiTi:i'ir I
SMRAGET 1{::'::ri:•.n:
... ... n,•.uj.
TANK SENSOR--_— t.;•..,. ,..:D .TI.
TANKD
FI�
01 FIGU
LEDGEND
BOLATION VALVE (ITPIIONAU.
TANK IX1PPLr eluT OF'F
BOLM LOOP GRAN (OPTIOTNNJ
FTiEF& PRD7CCIION VALVE (OPTIONAL)
TH.PHHATIAEIPFiE99LFiE RELff VPLYE
P F�ff VALVE
AE VHNT (CN'TIONAU
5 ,.�.
MOTOT®BNIVALYE
ELECIF3C RAP AC/OC
EXPANSION TANK (OPTIONAL)
NOTE: SUITABLE FOR HVHZ SEE CALCULATIONS: HTTPJNVWW.GEZELMANPE.CONMNSTALLATIONDWGS.HTML
REGARDING
WIND LOAD -MY DESIGNS CLEARLY SHOW COMPLIANCE PER ASCE 7 WITH THE FLORIDA BUILDING CODE.
REGARDING GRAVITY LOAD -OUR HEAVIEST COLLECTOR WEIGHS 165 POUNDS WHICH IS DISTRIBUTED OVER A 40 S.F AREA WATER W THE
COLLECTOR IS NEGLIGIBLE. EACH COLLECTOR HOLDS ABOUT GALLON OF WATER POOL COLLECTORS A BR MORE. HOT WATER
COLLECTORS A LITTLE LESS. REGARDLESS, SOLAR PANELS ARE AN INSIGNIFICANT LOAD ON THE ROOF UNDERNEATMI
ROOF P¢NE(RA710ti'.. ,.
AL7 FIASJBHO.
. M(XMRNG BHA,CICET (SEE PETAL BELOW)
LIOI1F715 CAN BE ON fimE3 Wi.WIlECTOR. ,
ETmS OF COILECTCii ��..' -
f200F"INSTALLA'fION DIAGRp
ALL THREAD ROD
JBOLT OR LAG
MOUNTING BRACKET
I ALUM TUBE
'- ALUM TUBE III
JIII
PITCH PAN
LI ALL THREAD ROD,
TILE ROOF: CUT OUT RECTANGLE FOR PITCH PAN, J BOLT OR LAG
INSTALL AND FILL W/ 1-PART POURABLE WATER PROOF
CONSTRUCTION SEALANT
ALTERNATE. TILE ROOF MOUNTING DETAIL
saver. rc
FI
oz 4uuEVAI4ES
EXPLANATORY INFORMATION
ENLARGED
VIEWING & HYPERLINKL•
PRINT VERSION OFTHE PLAN PROVIDES MINIMUM INFORMATION NEEDED BY USERS
EIECTRONICYERSION LEWD PROVIDES MAGNIFIED VIEW W G UP TO 640091-EV ALSO PROVIDES NYPERUNK 0.[CESTOOEM
ManuALs AND ARUINDANT OTHER sUPIM1EMENTARr wPGRManoN.
EV MAYBE ACCESSED ATIIRP:/AWYYP.CADWCEUSISW/Af13.WHPDF
THERE ARE TURRET PROPIIIETARYRACK SYSTEMS APPROVED FOR USE WITH TRIG PlANTI45E MAYBE IISEDTO SUPPLEMENT
ORTO REPLACE THE DETAILS SHOWN IN FIGURE 2.IN ALL CASES RERRTOOEM INSTRUCTIONS FOR DETAILS/SYSTEM BONG
USED. IN THE EVENT OF A CONNR BETWEEN OEM INSTRUL710NSAND THIS PLAN. OEM INSTRUCTIONS SHALL PREVAIL
OEM MANUALS MAY BE ACCESSED ELECTRONICALLY USING THE FOLLOWING HYPEIWNKS:
HTiP.//YN W V/.UN6TRUECOMATERATURF/wDEXPHP700C•N014&PG=1
HiPPJ/PAVW.RKONMDGE[OM/FRES/XRSfIRONNDGE XRS_2_RAIL_SYSTEM.PDF
HTiP'J/ W W W.UMMGCOM/PDfAD27ADF
STRVCNRAL COMING:
THE PLAN WAS ENGINEERED FORTHE ENTIRE STALE OF FLORIDA INCLUDING NVIO.
THE SOLAR EQUIPMENT REPRESENTED ON THE %AIR IMPOSES APOSITIVE LOAD UPON THE ROOF STRUCTURE OF IFSS7NAN
4-PSF. MY UPLIFT PRESSURE C1LLQIlAnONS MAY BE WEWEDAT
HTP9lLvww.L•AD W EEus/swAWl ND LOAvwcuunans.PDf
THE UTM1IFTPRESSURES FOR I60MPR EXPOSURE CATEGORY C, BUILDING IMPORTANCE FACTOR CATEGORVq HOGNT60+T
OR LESS, SLOPE 45 DEGREES ORLESS ARE: Pll .-66.6 Psf: PZ2_306.6 PSF,PD_153.2 PSF.
QUESTIONS REGARDING ROOF PRESSURE ZONES ARE REFERRED TO THE ASIE 7 DIAGRAM FOUND ON PAGE S ATTNE ABOVE
UNIRAC HYPERl1NK
FI
03 scARe NTs
GENITAL NOTE:
AL HOT WATER SOLAR COLLECTORS SOLD W THE STATE ARE REQUIRED TO HAVE BEEN TESTED BY THE FLORIDA
SOLAR ENERGY CENTER AND BEAR 03 CERTIFICATION LABEL. THE COLLECTORS l6TFD ON THIS PLAN COMPLY WITH
THOSE REQUIREMENTS. FURTHER INFORMATION MAY BE ACCESSED ON LINE AT.
FITTPJ/WWW.FSEGUCF.EDU/EN/INDUSTRY/LESLING/SLCOLLECEORS/HOT WATER_RAl1NGSANDE)LNTM
A:m
PL 2
1 ROOF ROOF7RUSS
I
1 1 N
I I W
1 �
Z A
.FRONT ELEVATION PZ =PRESSURE ZONE SECTION A
WZ =WIND ZONE rsAlE: vr.ra
`COLLECTOROURET�
..ROOF PIINETR11T10H .•
' . ANDFtiISTeNG
_ 7W0 COLLECTORS MAY BE
-• MOUNTED ON 2- PIECES OF
APPROVED RACKING W/AE:UA CUP
'HELD DOWN BV4 ANCHORS
I CERTIFYTHAT7H6 DESIGN &
SPECIFICATIONS MEETTHE
REQUIREMENTS OFTHECURRENT
FLORIDA BUILDING CODE
ALLEN GEZELMAN
16502,CANNA FUJ.
LUTZ, FLORIDA 33549
PH. 813 650 7246
FX. 866 397 9050
Men@Gezelmen PE.COM
YmwDezrlmOnPE.cmrl
11111
eN �Ez•F N
$976
L�STATE �OF ' t �Ulf I
2
I PE@597 OrI11F "
BRACKEEID, 1 V1
T
MIDSPAN REINFORCEMENT SHIN COLLECTOR
MOUNTING
APPROVED RACKING
SYSTEM W/CHANNEL NIT
L";A7
GRAD
APPRO INACIONG 1'DI0. SPACER
Wl WATERPROOF SEALANT
OEM HOLD DOWN:
RAGGING (POSITIOVAL TRUSS;
EJOSTNG ROOFTRUSS, 318-RAG BOLT OON
R
TOP CHORD } gOLT (HOOKS TRUSS)ov
' TYP. SHINGLE, MET, FLAT TILE DETAIL.
' s04tE:I•vr.rr APPROVED RACKING
Z ,•WISPACER LENGTH SYSTEM W/CHANNEL NUi
ADA6TRUSHWITOPOF7lE EXISTING MEMBRANE 7'010. SPACER LENGTH
_ ADJUST RUSH W/TOP OF TILE
APPROVED RACKING 1' 010. SPACER
W/WATERPROOF SEALANT
EXIST. TILE
WHERE APPLICABLDOE EXISTING ROOF TRUSS. OEM HOLD GOWN:
FILL CAVITY UNDERTI.E TOP CHORD RAGGING (POSITION OVERTRUS'r
LESS)
W/ EXPANSION CONST. FOAM 3B' ULG BOLT OR
J• BOLT (HOOKS TR
TYP. BARREL TILE.ROOF MOUNTING DETAIL
sruel-Irr.rc --- BHW COLLECTOR
APPLY CONSTR. EXISTING ROOF MOUNTING BRACKET
ADHESIVE MEDIUM -= - GM HOLD DOWN:
BEAD BOTH SIDES OF LAGGING ( POSITION OVERTRUSS)
INTERFACE BETWEEN }BOLTDHOOKS TRUSS)
ROOF SHEETING AND BI.00IUNGI.O. EN TRUSSES)
TRUSS rSEALANT FORWATERPROOFING
T FOOT N EACH`j
DIRECTION STARTING
FROM 'SPANNER' TO
WHICH COLLECTOR
MOUNT FOOT -PAD IS -
SECUREDBY
ALL -THREAD ROD.
4Y4 BETWEEN TRUSSES
IN CONTACT WI PLYWOOD
NOTE -THERE SHALL BE AT LEAST 4 HOLD-DOWN ATTACHMENTS FOR EACH SOLAR COLLECTOR ON A ROOF.
TYP. MOUNTING DETAIL
i�'alouafv � '� �E1�sfi��M'ount °' "StanSd�a/r�d•MT'Louratr
jst/l.M1Ll - �-u�iRRI.StiT i` $x ^l T�e`1L
„ s
MOUNTING BRACKETS ,
6GlENTS
3/8--16 FINISHED
NIX NUi
1' Y 1' X 0.072'
ALUMINUM
SQUARETUBE
TILT KIT -DECK ANCHOR
SD4E:NTS
K> �, "AMAH114--20XIrr HEX
HINGE MOUNT
CUP
POEM FURNISHED FASTENER
CAP SCREW
16 X 4' HIX
CAP SCREW
31B -16 X 1J/4- HEX
�- CAP SCREW
TRIANGULAR MOUNTING FI
BRACKET DZ scALavAwPs
cAdvice.us
CantOa:
rAdvim Inc ,
3603 E RenelPw Gr
W
SYSTEM:
SHC Solar HydronlNs
1423 GUNN HIGHWAY
oDEss/L,FL3365s
REV.0g3709•TM
[SHEETNAME:
7A7A0
PERMffSET
DRAWN:SB CHECKED:AG
SHEET NO:
A.1.3
' TYP. SHINGLE, MET, FLAT TILE DETAIL.
' s04tE:I•vr.rr APPROVED RACKING
Z ,•WISPACER LENGTH SYSTEM W/CHANNEL NUi
ADA6TRUSHWITOPOF7lE EXISTING MEMBRANE 7'010. SPACER LENGTH
_ ADJUST RUSH W/TOP OF TILE
APPROVED RACKING 1' 010. SPACER
W/WATERPROOF SEALANT
EXIST. TILE
WHERE APPLICABLDOE EXISTING ROOF TRUSS. OEM HOLD GOWN:
FILL CAVITY UNDERTI.E TOP CHORD RAGGING (POSITION OVERTRUS'r
LESS)
W/ EXPANSION CONST. FOAM 3B' ULG BOLT OR
J• BOLT (HOOKS TR
TYP. BARREL TILE.ROOF MOUNTING DETAIL
sruel-Irr.rc --- BHW COLLECTOR
APPLY CONSTR. EXISTING ROOF MOUNTING BRACKET
ADHESIVE MEDIUM -= - GM HOLD DOWN:
BEAD BOTH SIDES OF LAGGING ( POSITION OVERTRUSS)
INTERFACE BETWEEN }BOLTDHOOKS TRUSS)
ROOF SHEETING AND BI.00IUNGI.O. EN TRUSSES)
TRUSS rSEALANT FORWATERPROOFING
T FOOT N EACH`j
DIRECTION STARTING
FROM 'SPANNER' TO
WHICH COLLECTOR
MOUNT FOOT -PAD IS -
SECUREDBY
ALL -THREAD ROD.
4Y4 BETWEEN TRUSSES
IN CONTACT WI PLYWOOD
NOTE -THERE SHALL BE AT LEAST 4 HOLD-DOWN ATTACHMENTS FOR EACH SOLAR COLLECTOR ON A ROOF.
TYP. MOUNTING DETAIL
i�'alouafv � '� �E1�sfi��M'ount °' "StanSd�a/r�d•MT'Louratr
jst/l.M1Ll - �-u�iRRI.StiT i` $x ^l T�e`1L
„ s
MOUNTING BRACKETS ,
6GlENTS
3/8--16 FINISHED
NIX NUi
1' Y 1' X 0.072'
ALUMINUM
SQUARETUBE
TILT KIT -DECK ANCHOR
SD4E:NTS
K> �, "AMAH114--20XIrr HEX
HINGE MOUNT
CUP
POEM FURNISHED FASTENER
CAP SCREW
16 X 4' HIX
CAP SCREW
31B -16 X 1J/4- HEX
�- CAP SCREW
TRIANGULAR MOUNTING FI
BRACKET DZ scALavAwPs
cAdvice.us
CantOa:
rAdvim Inc ,
3603 E RenelPw Gr
W
SYSTEM:
SHC Solar HydronlNs
1423 GUNN HIGHWAY
oDEss/L,FL3365s
REV.0g3709•TM
[SHEETNAME:
7A7A0
PERMffSET
DRAWN:SB CHECKED:AG
SHEET NO:
A.1.3
0
a
a
s
`2NIN
�p
ws12�N
a3
=M¢03
°7Sos`�Sq'
Z b'sC�
3:&a=
z
>zG¢" B
W z�E
C7 05'D a
OCQ�-'s m
gsao
o
W a�a W
SCOPE OF WORIC DESIGNED PER: WIND LOAD: _ WIND EXPOSURE: - SOLAR SYSTEM COLLECTOR: APPLICABLE CODE: THIS PLAN ISVOID WITH MY SIGNATURE & RAISED SEAL" .'
MODEL: AE-21/AE-7R/AE26lAE•28�AE�7/AE�01 FlOR10A2007 CODE W109 SUPP THIS PUW MAV NOT BE PLACED ON FILE FOR PUWNG MULTIPLEPERMTFS.
I"SYSTEMwrrH AROOF TOP COTLLEECi'OR NO ASCE 7-05 DESIGNED FOR 160 MPH EXPOSURE CATEGORY C MSC21/MSG32/MSCd05HC•21/BHG3?IBHCdO EACH PERMIT PULED REQUIRES RG OWN RAISED SEAL COPY OFTHIB PLAN.
SOLAR HYDRONICS CORP (FORMERLY KNOWN AS SOLAR WORLD) DOMESTIC HOT
WATER (DHW) INSTALLATION NOTES: 10JULY09
GENERAL THIS DRAWING ANOTHESPE°FlCATIONS HEREON ESTASUSHTIUi MINIMUM REQUIREMENTS FDRDHW
EQUIPMENTON BUILDINGS IN FLOP10AGO FEETORIESIN HEIGNTANDATROOF ANGLES FROM FIATUP76 45 DEGPRA PER
THIS PARTICULAR INSTALLATION DOCUMENT, THE SOLAR HYDRONICS CDRP DHW SOLAR PANELS MAY BE INSTALLED PARALLEL
TOTHE ROOF PLANE WITH HOLD DOWNS FLUSH ON TOP OFTHE UPPER SURFACE OF THE ROOF COVERING OR TILTED -UP TO
ACHIEVE BITTER SOLAR COLLECTION. RUSH -MOUNT SHALL REQUIRE 4-AN0IORS• (3/8-INC4 DIAMETER
CBS, CORROSION RESISTANT STEEL) IN PZ-1 & PZ-2, EXPOSURES B & C, IN ALL WIND ZONES UP TO
AND INCLUDING 160 MPH. -ANCHORS CAN ET°GRBEATCONTRACFORS' CHOICE, 4JANCHORSFOR ASINGLE
COLLECTOR OR 4-ANCHORS FoRTwO WILLUORSTHNU USEOFAPPROVEO RACKING MTETHETWO COLLECTORS
TOGETHER -SEE FIGUREZ. TLT4rP ISPERMrrrED ONLY WTIHTHEFOLLOWING STIPULATIONS. A) NOINSTALIATONS OUTSIDE
OF PRESAIREZONE 2; B( USE ONLY OEM HARDWARE -EXCEPT 114TEKS PER FI_�E2• Q COLLECTORLONGA70S HOROONTAL
AND 30DEMO MAXIMUM TILT ANGLE; D) WIND ZONE140 MPH AND LESS REQUIM4-ANCHORS PER nLT_UP CDLLEaOF4 F)
WIND ZONES GREATER THAN 140 MPH REQUIRE ANCHORS PER TILT -UP COISECEORAND MIN [MUM TILT POLE WALL
THICKNESS OF 3/617WNCH.CONTRACTOR SHALL KEEP LAG BOLT LOADING TO OHM 03 POUNDS OF UPUff. REFERTO
WIND TOAD CAIOIUTIONS AT HETP'J/WRAV.EADNCEUS/SW/WINDLOADCA=LATMWDF
WHENWHFN GATUMRISEKCEEUEDCONTMRORSHALLUSE MORE LAGS, J-8017S OR ALL -THREAD ROD. FOUR r430173 OR
A14THREAD RDDS CAN HANDLETHE LOAD OF 2-EACH, 405FSOWL COLLECTORS IN ALL LOADING CASES ONTHECHART.
WHENSTRAYING INTO P2Z INCREASE ANCHORS 50%ON THE PORTION OF THE COLLECTOR IN PZL ABSOLUTELY NO
INSTALLATIONS IN P23.
TESTING, THE SOLAR HYDRONICS CORP DHW COLLECrORS HAVE PASSED MIAMI TESTING LABS WIND LOAD TESTING OF.102
REP PER ASTM E-330 (MR FILE NUMBER 95-7249).7MS ENGINEER HAS EVAWATED THE INSTALLATION COMPONENTS AND
HARDWARE CURRENRY PROVIDED BY SOLAR HYDRONICS CORP AS OEM INSTALLATION KITS AND FOUND THEM TO MEET THE
REQUIREMENTS OFTHE FLORIDA BUILDING CODE CURREMAS OFTHE DATE OF THIS PLAN.THERE SHALL BE NO
SUBSTITUTION OF OTHER VENDOR MATERIALS (OTHER THAN THE GENERIC, 024 BY I INCH, SS, SELF -DRILLING. SCREWS AS
SHOWN IN RGURE 2I WTrNOM PRIOR APPROVAL OF7FIi ENGINEER THRU 601AN HYDRDNICSCORP.
H1IADWARE: TILES ENGINEER HAS DEfERMINEDTNATTIE HOLD-DOWN HARDWARE AND FASTENERS SUPPLIED BY SOLAR
MDRUMM CORD WILL WTFISfANDHURRICANE FORCE WINDSUPTO AND INCLUDING 260 MPH3-SECOND GHSMTHEONLY
REMAINING VARIABLE OF SIGNIFICANCE IS THE ATTACHMENT OFTHE HOLD DOWNS TO THE UNDERLYING ROOF SYSTEM
USING 0EA HAP.
DWANL LAGGING OF SHC DHW COLLECTORS FOR RUSH MOUNT INSTALLATION (PARALLEL WAHTHE ROOF
SURFACE AND AS CLOSE THERETO AS PERMITTED BY OEM HARDWARE) SNARL BE ALLOWED IN EXPOSURE CATEGORY B AND
AND IN BOAR PZl AND P22 AT MEAN ROOF HEIGHTS OF 60-Fr OR LESS AND IN ALL WIND ZONES THRILL260 MPH SO LONG AS
THE FOLLOWING CAUOOMIRY RULES ARE OBSUPAD. LAGS SHALL BE CORROSION RFSWANTSTEEL 3/8INCH DIAMETER
MINIMUM OR BETTER LAGS SHALLACHIEVE AT LEAST 34NCKS OF THREAD EMBEDMENT IN RAFEBIORBUDOUNG.
MEASUREMENTS MUST BE CAREFULLY MADE AND PILOT HOLESSHALL BE DRIULEDTO ENSURE HITTING UNDERLYING RAFTERS
OR TRUSSES AND TO AVOID WOOD SPLITTING.
SPECIAL PROCEDURES TO USE WHEN, IN THE INSTALLERS OPINION, HITTING THE CENTER OF TRUSS OR RAFTER WITH LAG
[ANNOEBEA ZUREO. EITHER USE 3/8INCH (MIN)'r• BOLT GRABBING THE TRU4/RAFTER OR 3/81NCH D"MER (MIN)
ALLTNNEAOItOD PINS STANDARD FENDER & LOCK WASHERS AND NUT THRU MINIMUM 4' BY C BY9' BLOCKING ON THE
UNDERSIDE OF THE ROOF SHEETING. WHERE BLOCKING METHOD IS USED, INSTALLER SHALL APPLY A GENEROUS BEAD OF
CONSTRUCTONADHESM FOR MINIMUM OF I FT ALONG THE HEAR ]DIMS OF THE ROOF TRUSS AND 91EETING ON EACH
TRUSS ON BOTH SIDES OF BLOCKING -SEE FIGURE 2 ON THIS SHEET.
PLUMBING
SHALLBEPERFIGURE L RGAIDAPWMNNGCODESHALLBEADHEI TO.PARTICUTARATTENTI0 SHALLBE
GIVEN TO PROTECTION AGMNSTOVER-PRESSURE AND FREEZING -PER FLORIDA MECHANICALCODL CHAPTER I4,AND PER
SOLAR HYDRONICS CORP INSTALLATION INSTRUCTIONS THISORAW WG SHOWS THE-D'VERSION PLUMBING. HOWEVER,
THEREARE OTHER VARIANTS (PHOTO-VOLTAICPUMP. INDIRECT,AND/ORDRAIN-BACK) WHICKALTHWUGH NOTSPECIFICALLY
SHOWN HEMOR,ARECDVERED BYTHIS SEALED DRAWING -SO LONGAS INSTALLED PERSOIAR MDRDNICSCORP
INSTALLATION INSTRUCTIONS:
WATERPROOFING INSTALLER SHALLADHERETO REQUIREMENTS OF FBC CHAPTER 25 (ROOFING) AND BESTPRACICESOF
THE NRCAROOfl.. & WATERPROOFING MANUALTO ENSURETHATT4E SOLAR INSTALLATION DOES NOTCAISE ROOF LEAKS
ATINUMLINSTALLATION ORASTMESYSIEM-AGES'.
QUESTIONS MSTAL1ERy AUTHORITIES HAVING 7URGDI CTON, OR OTHERS HAVING QUESTIONS OR DIFFERING CONDITIONS,
MAY CONTACT ENGINEER DIRECTLY -CELL 8136507246,FAX: 9663979D50, E-MAIL'
DIRECT'D'SYSTEM
THIS DRAWING SHOWS THE SOLARHYURONICSCORPORATION DHW
.1 IDIRECT) SYSTEM ANDTHG PARDCULARMTEM'S PWMBWG.THEREARE OTHER SUGH LYDINfRENT,SO ARHYDRONICS
CORPORATONDHIM SYSTEMVARIANESWMCHAREA1SOWVEREDBYTHLSSEALEDDRAMWN IMZBE2UEEMECRMCAU3EAW-THE
COLLECIORIS)AND ROOF MOUNTING DETAILS REMAIN THESAMEWHEBIDLTHESOLARhNWD OMCSCDRP-DHWSVM MBEWIMTAUED6
A DNECT. DFDIRECTORDRADMAMMODELS WINCH CAN BECONFTGUNED WINUnERANA/CORDIC(ONTROUJMnFtMPUMP
I_—COLLECTORSENSOR `'
(
I� .•: •..•'•.:. AGO
MOTORIZED BALL
EXPANSION TANK
COLD WATER INLET
SHUT OFF VALVE
BACKUP ELECTRIC ELEMENT
i:.::
.=.}};:•;:; �'j1' I I..
EDGEND
DIP TUBE
.%:; �r.:::.x.:i,1•. ! BOLATIONYALVECOPICNALi
srORAGETANIc +TAHLBurl.TaurrsF
:F.•;:}'BI!•.y • RFOIBCIBOUBILDOPORAN grTIDaALJ
I•:..U:.^:Ji:.ri)-' I FP�ION YALYE
"' {.
:Q ( 7Ba9V1 F6JffVALVE H•
n..:u):
TANK seHIM RHEF VALVE
r4soR .: J
r: •n
IgTOT®B1LL1. YALTE
TANKDRAI E7PAN90NTANK OrlIDNALU
i
NOTE: SUITABLE FOR HVHZ SEE CALCULATIONS: HTTPJMIWW.GEZELMANP.E.COMANSTALLATIONDWGS.HTML
GENRAL NOTE:
REGARDING WIND LOAD -MY DESIGNS CLEARLY SHOW COMPLIANCE PERASCE 7 WITH THE FLORIDA BUILDING CODE
ALL HOT WATERSOLAR COLLECTORS SOLD IN THMSTATEARE REQUIREDTO HAVE BEENTFSTED BYTHE FLORIDA
SOLAR ENERGY QNTERAND BEAR ITS CERBFICATION LABEL THE COLLECTORS LISTED ON THISPLAN COMPLY WITH
REGARDING GRAVITY LOAD -OUR HEAVIEST COLLECTOR WEIGHS 185 POUNDS WHICH IS DISTRIBUTED OVER A40 SF AREA WATER IN THE
COLLECTOR IS NEGLIGIBLE. EACH COLLECTOR HOLDS ABOUTA GALLON OF WATER POOL COLLECTORS A BIT MORE, HOT WATER
THOSE REQUIREMENTS. FURTHER INFORMATION MAYBE ACCESSED ON LINEAT.
HTfP://W W W.FSFCUCF.EDU/EN/INDUSFRT%FFST WGJSTCOLLECfORSMOF MIATELLNIITINGS/INDE%.NTM
COLLECTORS A UI'rLE LESS. REGARDLESS. SOLAR PANELS ARE AN INSIGNIFICANT LOAD ONT14E ROOF UNDERNEATHI
ROOFPENETRATbN
AND FLASHM0 I
FIOT� '
.COLLECTORS MAY BE 01�4TA
VERTICALLY OR HOFKZONTALLY
MOUNTING BRACKET (SEE DECAL BELOW)
MOLNFB CAN 13E ON BIDES OR COLLECTOR
ENDS OF COLLECTOR
ROOF INSTALLATION DIAGRAM
6WE: TITS
ALLTFIREAD ROD
JBOLTORLAG
MOUNTING
PITCH PAN
TILE ROOF: CUT OUT RECTANGLE FOR PITCH PAN,
INSTALL AND FILL W/ 1-PART POURABLE WATER PROOF
CONSTRUCTION SEALANT
ALTERNATE. TILE ROOF MOUNTING DETAIL
Eu4l:r•
FI
02 srAltvJR�
EXPLANATORY INFORMATION
EMARGEDVIEWING & MPERUNKk
PRINT VERSION OF THIS PLAN PROVIDES MINIMUM INFORMATION NEEDED BY USERS.
ELECTIOIICVERSKNN (EV)PROVIDES MAGNIFIED VIEWING UP TO 54001L EV ALSO PROVIDES HYPERLINKACCESS TO OEM
MANUALS AND ABUNDANT OTHER SUPPLEMENTARY INFORMATION.
EV MAY BE ACCESSED ATHfIPJ/W WVACADVICEUS/SW/AS13.W1LPDF
THERE ARE THREE PROPMETARY RACK SYSTEMS APPROVED FOR USE WDHYM PLAN. THESE MAY BE USEDTO SUPPLEMENT
ORTO REPLACKTHE DETAILS SHOWN IN FIGURE 2.IN ALL CASES REFER TO OEM INSTRUCTIONS FOR DI TAILS/S'STEM BEING
USED. IN THE EVENT OF A CONRICT BETWEEN OEM INSTRUCTIONS AND THIS PLAN, OEM INSTRUCTIONS SMALL PREVAIL
DIM MANUALS MAY RE ACCESSED EIECTRONICALLYUSING THE FOLLOWING HYPERUNKY
HrN*J/W W W.UNMTRUC.COIN/MMTUREANDMPHP?W"014&P&I
HM;I/W W W.IRONRIDGEMWFILU/ IRS/IRONRIDGUM-2L WL-SYSrFM.PDF
HTT1P.11WW W.UNIRAC.COMreDFAOZTJ'DF ..
STRUCNRALIOADING,
THIS PINT WAS ENGINEERED FORTHE ENTIRE STATE OF FLORIDA INCLUDING HVHL
THE SOLAR EQUIPMENT REPRESENTED ON THIS PLAN IMPOSESA POSITIVE LOAD UPON THE ROOF STRUCTURE OF LASS THAN
4-PSF. MY UPLIFT PRESSURE CALCULATIONS MAY BE VIEWED AT
HITP,//WW W.CADMCEUSAW/ W W DLOADCALLULATION&PDF
THE UPLIFT PRESSURES FOR 26OMPK EXPOSURE CATEGORYC. BUILDING IMPORTANCE FACTOR CATEGORY IL HDGHT6UFr
OR LESS, SLOPE AS DEGREES OR LASS ARE: PZE-bBb PSF; PZ2_ 106.6 PSP, PD=1533 PSF.
QUESTIONS REGARDING ROOF PRESSURE ZONES ARE REFERRED TO THE ASCE7DIAGRAM FOUND ON PAGE 5ATTHE ABOVE
UNUTACHYPERLINK.
FIGURE .
03 a U
COLL6CIC:ROLRLLT
ROCIFFENIFFIVITION
ANDIFASHFNG
ELEVATION Y PZ = PRESSURE ZONE SECTION A
WZ = WIND ZONE Brie r. rc
TWO COLL9
MOUNTED O
APPROVEDI
HELD DOWN
TYP. SHINGLE, MET,
rrAlE:,-,rr•,c
EXISTING ROOF TRUSS.
TOPCHORD
TILE DETAIL.
WHEREAPPUCABLE
FILL CAVITY UNDERTLE
W/ EXPANSION CONST. FOAM
TYP. BARREL TILE ROOF
srJ4e,-,a-Ta
APPLY ADHESIVE MEDIUM
EKIS]�I
BEADBOTH SIDE M
BEAD BOTH SIDES OF
INTERFACE BETWEEN —
ROOFSHEETINGAND
TRUSS
1 FOOT IN EACH
DIRECTION STARTING
FROM 'SPANNER'To
WHICH COLLECTOR
MOUNTFOOT-PAD IS
SECURED BY
ALL.THREAD ROD
L
_ OEM HOLD DOWN:
LAGGDN4(POBDIONOJQLTRIWS,
J.BOL (HOOKS
J-BOLr(HoolcsTIwss)
APPROVED RACKING
PAC, LENGH
MANE ADJUST WFLUCWNTONUOF TILE
ACKING TDTA, SPACER
W/WATERPROOFSEAU"T
EXIST. BARREL TILE
OEM HOLD DOWN:
LAGGNG(aPWMOVER7RUSE
SW LAG OR
J- BOLT 00 (HOOKSKS TRUSS)
COLLECTOR
NfINGIBRACKET
HOLD DOWN:
RI4G( POSITION OVER TRUSS) .
4A4 BETWEEN TRUSSES -
IN CONTACTWI PLYWOOD
HERE SHALL BE AT LEAST 4 HOLD-DOWN ATTACHMENTS FOR EACH
MOUNTING DETAIL
Rack Mount Flush Mount
System System
RM
MOUNTING BI
IWB:NTA
TILT KIT - DECK ANCHOR
6r :HTB
TRIANGULAR MOUNTING
BRACKET
ON A ROOF.
Mount
FI
02 ti.,,..vAREO
1 CERTFYTHATTHLS DESIGN &
SPECIFICATIONS MEETTHE
REQUIREMENTS OF THE CURRENT
FLORIDA BUILDING CODE
ALLEN GEZELMAN
16502 HANNA RD.
LUTZ, FLORIDA 33549
PH. 813 650 7246
FX. 866 397 9050
AIIen@G,,,Imen PE.COM
~.GemI110nPF__
Na 59180
L �
cAdvice.us
CHIT lRd _
36M EE IWA6w Or
Twpe F433629
IN. 8139199154
NL SU694 7251 '
,Nrll®YAflFip4a // iVYMlAdYIOFM
L.L..
W
a.
O
I�
LL
W
O
Q
LL.
O�
W
Z
O4
J
J
I—
z
Z
0
Y I
Solar HlydrorJ a I
1423 CUNN HIGHWAY
1EC
ODESSA,FL33556
'
REVAINI 'IRA
�`5
U
LiWO
3�a
v�°c�dW
'� W Z pz�
a�W�3
DO IMF
3soa=
W nay
�_Q�
C,
Lu
L7 oc a
f
W aka 'd
t
SCOPE OF WORK: ��a7GNED PER: WIND LOAD: - .', WIND EXPOSURE: SOLAR SYSTEM COLLECTOR: APPLICABLE CODE: THIS PUN Isvo1D WITHOIITMY sIGNATURE a amseo SEAL
THIS PLAN MAY NOT BE PLACED ON FILE FOR PULUNG MULTIPLE I.
INSTALIATIDN OFASOLARWATER HEATING ASCE 7-0S MODEL'AE211AE-2A/AE2NAE-2MAE-32/AE-401 FLORIDA2007 CODE W109 BUFF �_ EACH PERMIT PULLED REQUIRES ITS OWN RAISED SEAL COPY Q�'..-,;�
SVES MWO A ROOF TOP COLLECTOR DESIGNED FOR 1601 MPH EXPOSURE CATEGORY C MSC21lMSCS2/MSO401SHC-21/SHG3TBHCdO
SOLAR HYDRONICS CORP (FORMERLY KNOWN AS SOLAR WORLD) DOMESTIC HOT
WATER(DHW) INSTALLATION NOTES: IOJULY09
GENERAL THIS DRAWING ANOTHESPEOFlCATIONS HEREON FSTASUSH THE MINIMUM REQUIREMENTS FOR DHW
EQUIPMENT ON BUILDINGS IN FLORIDA 60 FEETOR LESS IN HDGHTAND AT ROOF ANGLES FROM FLAT UP 10 45 DEGRFiL PFA
THIS PARTICULAR INSTALLATION DOCUMENT, THE SOLAR HYDRONICS CORP DHW SOLAR PANELS MAY BE INSTALLED PARALLEL
TOME ROOF PLANE WITHHOLD DOWNS FLUSH ON TOP OFTHE UPPER SURFACE OF THE ROOF MV13UNG OR TILTED -UP TO
AITIEvE BETTERSoIAR WLLECTTom RUSH -MOUNT SHALL REQUIRE 4-ANCHORS* (3/8-11NCH DIAMETER
CRS CORROSION RESISTANT STEEL) IN PZ-3 & PZ-2, EXPOSURES B & (;IN ALL WIND ZONES UP TO
AND INCLUDING 360 MPH. •ANCHDRSCAN FIRIERMATCONTRACTORS OWICL 4-MCHORSFOR ASINGLE
COLUECTOR OR4-ANOIORS MR- COLLECTORS TIRO USE OF APPROVED RACKING TOTETHETWO CDLLECTORS
TOGETHER -SEE FIGURE2. TRTJJP 5PERMITTED ONLY WITHTHEFOLLOWING STIPULATIONS: A) NOINSTALLATONSOUTSIDE
OF PRFSSUREZONE I: B USE ONLY OEM HARDWARE EKIZPT 124TEKS PER FIGURE • QCOLLECTORLONGA)USHORBDNTAL
AND30 DEGREES MAXIMUMTILTANGLE; D) WINOZONE 14OMPHAND LESS REQUIRE4-ANCHOM PERTLT4IP COLLECTOR; F)
WVN WLNDZONESGREATERT340 MPH REQUIREGANCHORS PER TLTIIPCOLLECTORAND MINIMUMTLTPOLE WALL
THICKNESS OF V8T E.ENOL.CONMACTORSHALL KEEP LAG BOLT IOADINGTO UNDER528 POUNDS OF UPLIFT. REFERTO
WIND LOADCALCULATIDNS ATHRPJAVWW.CAOVICEWIN US/SW/DIOAOCALLVUTONSDDF
WHEN LAG M ISIX ED CONTRACTORSHAILUSE MORE LAGSO-BOLTS OR ALL -THREAD ROD. FOURADLTS OR
AU'THRFADRODS CAN HIWDLETIE LOAD OF 2-EACH,40SFSOLAR CDLLELTORS IN ALL LOADING CASES ONTHECHART.
WHEN STRAYING INTO PIS, INOIFASEANCHDR550% ON THE PORTION OFTHE COLLECTORIN Fa. ABSOLUTELY NO
INSTALLATIONS IN PZ3.
TESTING: THE SOLAR HYDRONICS CORPDHINCOLLECTORSHAVEPASSED MIAMI TESTING LABS WIND LOADTMNG OF-102
PSFPERASTM E-330(MTLFILE NUMBER 95-22491THIS ENGINEER HAS EVAWATEDTHE INSTALLATION COMPONENTSAND
HARDWARE CURRENTLY PROVIDED BYSOIM HYDRONICS MRPASOEM INSTALLATION KITSAND FOUNDTHEM TO MEETTHE
REQNREMENTSOFTHEFLORIDA BUILDING CODE CURRENTAS OFTHE DATE OFTHLS PLAN .THERESNALLBE NO
SUBSTITUTION OFOTIIER VENDOR MATERIALS (OTHERTHAN THE GENERIC, 014 BY S INCN S5,SELF-DRILUNG,SCREWS AS
SHOWN IN RGUREZ) WITHOUT PRIORAPPROVALOF THIS ENGNEFATHRU SOLAR MDRONICSCDRP.
NAROWARETHISENGINEERHAS OETERMINEDiHATTHE HOLDO WN HARDWAREAND FASRNERSSUPPLIED BY SOLAR
HYDROMCS CORP W W. WITHSTAND HURRICANE FORCE WNDSUPTO AND INCLUDING 160 MPH 3-SECOND GUST&THE ONLY
REMAINING VARMBIEOFSIGNIRCANCE ISTHEATTAQHMENTOF THEHOLD DOWNSTOTHE UNDERLYING RDOFSYSIEM
USING OEM HARDWARE LAGGING OF SHC OIW COLLECTORS FOR FLUSH MOUNT INSTALLATION (PARALLEL WRHTHE ROOF
SURFACE AND AS CLOSETHERETO AS PERMITTED BY OEM HARDWARE) SHALL BE ALLOWED IN EXPOSURE CATEGORY B AND
AND IN BOTH PZI AND P22 AT MEAN ROOF HUGHES OF LAA OR LESS AND IN ALL WIND ZDNESTHRU 160 MPHSO LONG AS
THE FOLLOWING CAUnONARY RULES ARE OBSERVED. LAGS SHALL BE CORROSIDN RESISTANT STEEL, 3/9INCH DIAMETER
MINIMUM OR BETTBL LAGS SIVULACHWA AT LEAST 3-INCRES OFTHREAD EMBEDMENT Is RAFTER OR BLOOON&
MEASUREMENTS MUST BE CAREFULLY MADE AND PILOT HOLES SHALL BE DRILLED70 ENSURE HITTING UNDERLYING RAFTERS
OR TRUSSES ANDTO AVOID WOOD SPLITTING.
SPECIAL PROCEDURES TO USE WHEN, IN THE INSTALLER'S OPINION, HITTING THE CENTER OF TRUSS OR RARER WITH LAG
CANNOTB —ASSURED. WHEN USE 3/8INCH (MIN)'Y BOLT GRABBING THE TRUSSIRAFTER OR 3/8 INCH DIAMETER (MIN)
ALL THREAD ROD PLUS STANDARD FENDER & LOCK WASHERS AND NUT THERE MINIMUM A- BY Y BY 91 BLOCKING ON THE
UNDERSIDEOFTHE ROOFSHEETINQ WHERE BLOCKING METHOD IS USED, INSTALLER SIAI APPLYAGENEROUS BEAD OF
CONSTRUCTION ADHESIVE FOR MINIMUM OF 1 RAIDING THENEMJOINTS OF THE RODFTRUSSANO SHEETING ON EACH
TRUSS ON BOTH SIDES OFTHE BLOCKING -SEE FIGURE 2ON MSSHEET.
PLUMLL PLUMBING SHABE PER FIGUREI. FLORIDA PLUMBING[ODESHALL BE ADHEREDTO. PARnCUTARATIENTION SHALL BE
GIVEN TO PROTECTION AGNNSTOVER-PRESSURE AND FREEZING -PER FLORIDA MECHARICALCO04 CNAPEERI4, AND PER
SOLAR HYDRONICS CORP INSTALLATION INSTRUCRONSTHIS DRAWING SHOWS THE'D' VERSION PLUMBING. HOWEVER,
THERE ARE OTHER VARIANTS (PHUTO-VOLTAIC PUMP, INDIRECT, AND/OR ORNN-BACK) WHIM ALTHOUGH NOT SPECIFICALLY
SHOWN HEREON, ARE COVERED BYTHIS SEALED DRAWING -SO LONG AS INSTALLED PER SOLAR HYDRONICS CORP
INSTALLATION INSTRUCTIONS.
WATERPROOFING NRALLERSHALLADHERETO REQUIREMENTSOFFBCCHAPRR 35 (ROOFING) AND BEST PRACTICES OF
THE NRCA ROOFING & WATERPROOFING MANUALTO ENSURE TATTHE SOLAR INSTALLATION DOES NOT CAUSE ROOF LEAKS
AT INITIAL INSTALLATION OR AS THE SYSTEM'AGFS.
QUESTIONS: NSTA,NG,4AUTHORITIES HAVING JURISDICTIW,OR OTHERS HAVING QUESTIONS OR DIFFERING CONDITIONS,
MAY [OMACTTH6S ENGINEER DIRECTLY -CELL• 613 6507246, FAX: B66397 9050, E44AIL• BOLSON2@TAMPABAY.RR.COM
DIREECCTT D"6 EM
TMSDRAWINGSHOWSTNE SOUIRWDROMCSCONPORAnONDHW
'D`(DIRECI)SYSTEM ANRW WHICHAREASOCDVDIMHYTKi SEALEPEOTHERSTM tSgffUSETtEWARHYDPONICS
CORPORATION DIRW SYSTEM VAHIAMSWHI[H AREAI50 CpyElEDBYTHISSFAIFDIMIAWING.THISISBECAI6ETHTECRIIICALFSEMENf-THE
COLIECTORIS)AND ROOF MOUNTING DETAILS REMNNYMSAMEV/IRI}URTHESOLARHYORIX•B6 COIF.DHW SYSTEM BRING INSTAL EDIS
A WRIT, WDURCTOR DRAR4BAOLMODFLS WHIOI CMBECONnM" WITH OF ERANA/CORD/CfOMROUEDnWMPUMP
I——COLIECTORSENSOR `}
�." 1•: •••'::•:': •i:'.:::Wx
::.:..:.
j IG
II . I At,
i 11
— — — — — — —
SOLARLOOP DRAIN
SOLAR LOOP ORAIN— EXPANSION TANK
IFFERENTIAL CO'
D.
MOTORIZED BALL VAL j ,
COLDWATERINLET
SHUT OFF VALVE
BACKUP ELECTRIC ELEMENT
DIP TUBE—
LE KMO
}};:•i'r7}'i'Sl. I
1001.0131ONVALVE(CIPTIONAUL
STORAGE TANK-. ,:}.. ..i{'::::n.:.17{:. I TAWSLIPPLYLI(UTCEF
1i:.•::Pi: i{ BOLA LOOP ORAN OPII01AL3
FT(EEg ROIBC1OlYAUIE
THffVALVE
TANK SENSOR- � :L...'.. ; �. �' I. f IPiBUNIE BBEFYALVE
TANK DRAIN----'E7�At8011TAW OFlOfWj
NOTE: SUITABLE FOR HVHZ SEE CALCULATIONS: HTTPJMIWW.GEZELMMPE.COMANSTALLATIONDWGS.HTML
REGARDING WIND LOAD- MY DESIGNS CLEARLY SHOW COMPLIANCE PER ASCE 7 WITH THE FLORIDA BUILDING CODE
REGARDING GRAVITY LOAD -OUR HEAVIEST COLLECTOR WEIGHS 165 POUNDS WHICH IS DISTRIBUTED OVER A 40 SF AREA WATER IN THE
COLLECTOR IS NEGLIGIBLE. EACH COLLECTOR HOLDS ABOUT GALLON OF WATER POOL COLLECTORS BIT MORE, HOT WATER
COLLECTORS A LITTLE LESS. REGARDLESS, SOLAR PANELS ARE AN INSIGNIFICANT LOAD ON THE ROOF UNDERNEATHI
ROOF PENETRATION
AND
'NCITS
COLLECTORS MAY BE Oti'BJ A
VHTTICALLYORHOIRONfALLT `
K40UWM BRACKET (!$ DETAL BELOW)
MOUNTS CAN BE ON SIDES OR COLLECTOR
ENDS OF COLLECTOR
ROOF INSTALLATION DIAGRAM
SG -NTs
/ f
1
I
� I
1
FI1DNT ELEVATION
;>OOLLECTMOUTUT
Sw -ra
ROOF PENETRATION
A DnASyUFG
'TWO COLLIE RS MAY BE
MOUNTED ON ECES OF
APPROVEDRAC GW/AE-RMCLIF
HELD DOWN BY4 OR
TYP. SHINGLE, M
6GLf 1-VI.1'4'
GENRAL NOTE:
ALL HOT WATER SOLAR COLLECTORS SOLD IN THIS STATE ARE REQUIREDTO HAVE BEENTESTED SYTHE FLORIDA
SOLAR ENERGY CENTERAND SEAR ITS CFRTIHCATION LABELTHE COLLECTORS LISTED ON THIS PLAN COMPLY WITH
THOSE REQUIREMENTS. FURTHER INFORMATION MAYBE ACCESSED ON LINEAT:
HITF41WWW.FSECUCF.EDU/EN/INDUSTRY/TFSTWG/STCOLLECTORS/HOT WATER_RATUIGS/INDEXMM
PZ=PRESSUREZONE SECTION A
WZ=WINDZONE SCAT W.V,
EXISTING ROOF TRUSS,
TOPCHORD
FLAT TILE DETAIL.
WHEREAPPUCABLE -
F81 CAVITY UNDERTHE
ALUMLTUBE .___-'__,_ TYP. BARREL TILE ROOF MOI
sale 1-Irz.ra
ALLTHREAD ROD. FILLW/ 1-PART
J BOLTOR LAG POURABLE WATERPROOF APPLY CONSTR. FASTING ROOF
MOUNTING BRACKET - CONSTRUCTION SEALANT ADHESIVE MEDIUM
BEAD BOTH SIDES OF
INTERFACE BETWEEN
ROOFSHEETNGAND
TRUSS
ALUMTUBE 1 FOOT IN EACH
DIRECTION STARTING
ALUM TUBE- III FROM'SPANNER' TO
WHICH COLLECTOR
L I III SECUR D BY
IS
PITCH PAN -- ALUM TUBE ALL -THREAD ROD.
II FETCH PAN —
ll ALLTHREAD ROD,
TILE ROOF: CUT OUT RECTANGLE FOR PITCH PAN, J BOLT OR LAG
INSTALL AND FILL W/ 1-PART POURABLE WATER PROOF
CONSTRUCTION SEALANT
ALTERNATE. TILE ROOF MOUNTING DETAIL
sGLe r.r4•
Dz FIGURE 2
EXPLANATORY INFORMATION
ENLARGED VIEWING IS, HYPERIINI6:
PRINT VERSION OF THIS PAIN PROVIDES MINIMUM INFORMATION NEEDED BY USERS.
ERCMONICVERSAN (EV) PROVIDES MAGNIFIED VIEWING UP TO 640M EV ALSO PROVIDES M'PERUNKACCESS To OEM
MANUALS AND ABUNDANT OTHER SUPPLEMENTARY INFORMATION.
EV MAY BE ACCESSED AT HTTPJ/WWW.CADVICP-US/SW/AS13.WHDDF
THERE ARE THREE PROPRIETARY RACK SYSTEMS APPROVED FOR USE WONTING HAN.THESE MAY BE USEDTO SUPPRMEM
ORTO REPIACETHE DETAILS SHOWN IN FIGURE 2.IN ALL CASES REFER TO OEM INSTRUCTIONS FOR DITNUS/SYSTEM BEING
USED. IN THE EVENT OF A CONFLICT BETWEEN OEM INSTRUCTIONS AND THIS PLAN, OEM IMMUCTONS SHALL PREVAIL
OEM MANUALS MAY BE ACCESSED ELECTRONICALLY USING ME FOLLOWING HYRRUNRS:
HTTP:JIWWW.UND7RLrr= JMMIUREANDEXPHPFDO=NO14&PG-1
HRP;(/W WW.IRONRIWEW WFILES/M/IRCNMGF_)RS_2_MI,-SYSTFMYDF
HTTPJ/W WW.UMRACCOM/PDF/IQ2TPDF
STRUCTURALLOAONG:
THIS PLAN WAS ENGINEERED FOR THE ENTIRE STATE OF FLORIDA INCLUDING KVHZ.
THE SOLAR EQUIPMENT REPRESENTED ON THIS PLAN IMPOSES APOSRNE LOAD UPON THE ROOF STRUCTURE OF LESS MAN
4-PSF. MY UPUR PRESSURE CALCULATIONS MAY BE VIEWED AT
HFTPJIW W WCADWCE.US/SW/WNDLOADCALCVIATONS.PDF
THE UPURPRESSURES FOR 190MPR EXPOSURE CATEGORY C. BUILDING NIPORrANCE FACTOR CATEGORY R HEIGHT64R
OR ASS, SLOPE45 DEGREES OR LESS ARE: P21_76" PSF: P22_ 1D6.6 PSF PZ3_ 1532 PSF.
QUESTIONS REGARDING ROOF PRESSURE ZONES ARE REFERRED TO THE ASCE 7 DIAGRAM FOUND ON PAGE 5 ATTHE ABOVE
UNIRAC WPERUML
FI RE 3
03 ecueNrs
AIL
NOTE -THERE SHALL BO T LEAST 4 HOLD DOWN ATTACHMENTS FOR
TYP. MOUNT I DETAIL
•RM
DEM HOLD DOWN:
IAOGBttT ( POSITION OVER TRUM
3W LAG BOLTOR
J- SOLT(HOONS TRUSS)
APPROVED RACKING
SYSTEM WI CHANNEL NUT
7�
/'DNLSPACER, LENGTH
ADJUST FLUSH WYTOP OF TILE
ACWNG 1'DIA.SPACER
W/ WATERPROOF SEALANT
E)IST. BARREL TILE
OEM HOLD DOWN:
LAGGING ( POSITION OVEFE TRUSE
SW LAG BOLT.OR
J- BOLT (HOOKS TRUSS)
COLLECTOR
(TNG BRACKET
HOLD DOYM
TEND (POSITION OVER TRUSS) ,
ON A ROOF.
wnt Flush Mount XStwWard Mount
m System System
MOUNTING BRACKETS
6G1E:ILla
TILT KIT - DECK ANCHOR
w1EHT9
BRACKETS AE-RML AE-FM. AE-MR
114`-20 X 1/C HEX
CAP SCREW
3W-16 X 4' HEX
TRIANGULAR MOUNTING
BRACKET
1 CERTIPYTHATTHIS DESIGN &
SPECIFICATIONS MEET THE
REQUIREMENTS OFTHE CURRENT
FLORIDA BUILDING CODE
ALLEN GEZELMAN
16502 HANNA RD.
LUTZ, FLOFUDA 33549
PH. 813 6507246
FX. 866 397 9050
AIIeD4g M-han PE..QOM
www.Geau—PP —
NO 591 BD
1 t ,
rcA�vi]e.0 &k@ERr.p4FL,13916669JA //
0.
W
0
O
O
=
�
4Z
N
tL
O�
W
Z
O
g�
Z
z
O
U)
I SdwHydenin,
lr
1423 GUNN HIGHWAY
TEK OLIESSIl,FL33551i
REVANIM-TM
FIGURE
02 FIIE VU