RC-10-1293Inspection Number: INSP- 148588 Permit Number: RC -7 -10 -1293
Scheduled Inspection Date: November 03, 2010
Inspector: Bruhn, Norman
Owner: BYRD, MICHAEL
Job Address: 567 NE 96 Street
Project: <NONE>
Contractor: GREENTECH SOLAR SOLUTIONS
Building Department Comments
DOMESTIC SOLAR WATER HEATER
ON HOLD FOR NOC TO BE SUBMITTED. AS
NOC SUBMITTED 10/27/2010AS
Passedo‘//f Q
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
November 02, 2010
Miami Shores, FL
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspector Comments
For Inspections please call: (305)762 -4949
Permit Type: Residential Construction
Inspection Type: Final
Work Classification: Solar
Phone Number
Parcel Number 1132060171580
Phone: (954)463 -9218
Page 4 of 11
BUILDING
PERMIT APPLICATION
FBC 20
JOB ADDRESS: ..S112 f'(p
City:
Folio/Parcel #:
Miami Shores County:
I I � ztxp o(7 t:s O
Is the Building Historically Designated: Yes
Value of Work for this Permit: $ .
Type of Work: C3 ❑Alteration
Description of Work:
Miami Shores Village
Building Department
L d
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949 !,\\
Permit No.�Av — aq3
Master Permit No.
Permit Type: BUILDING
OWNER: Name (Fee Simple Titleholder): NI ` - Phone #: c°95 " 6
Address: 5t-Q1 4 ti 91
City: (Y1
Tenant/Lessee Name: Phone #:
Email:
State:
Zip:
Miami Dade Zip:
NO Flood Zone:
Cit 5TIn,4 023
- atzao--5E4L t"td Phone #: e'cL /(D 9 a( -
CONTRACTOR: Company Name: 2 u1 din ±- c ir\
Address: SC! `( 6v` Le n. tlx Z
City: - ctr Lot,vL --e," -act ‘"C State: Zip:
Qualifier Name: Phone #:
State Certification or Registration #: G F C- OS. /4 Certificate of Competency #:
Contact Phone #: � 3 Li &2 33(p Email Address:
DESIGNER: Architect/Engineer: Phone #:
Square/Linear Footage of Work:
New ❑Repair/Replace
-c® t7C- °f ‘` -Q (
Z-ti
GNP -
❑Demolition
COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by:
******** * ** * * * * * * * * * * *** ** * * * * * * * ** **** F ** * *,* * * * * * *,* * * * ** ** * ** * * * * * **
Submittal Fee $ 5 aC) Permit Fee $ / (/ Qg-=' CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE . $ (oQ. O
t a
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has
commenced prior to the issuance of a permit and that all work will he performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LEND ER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
NOTARY PUBLIC:
Signature
AL).
Contractor
•
Owner or Agent
The foregoing instrument was acknowledged before me this h The foregoing instrument was acknowledged before me thisSl
a
day of Jot f20 LL).., by C'(c..¢x?-Q.- , day of \,AA.AA-' e , 2001, by ,
who is personally known to me or who has produced who is personally known to me or who has produced TC
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires: •
******** * ** * * * * ** *** **t **%***x* *** *** ***************mx'***; c***** **k** *** * **** * * ** ** * **** * * ** * ** '**** * *** **
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)
q S
Print. _ - =°-e
My Commission Expires:
k
x
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. 12e-
STATE OF FLORIDA:
COUNTY OF MIAMI -DADE:
2. Description of improvement:
3. Owner(s) name and address: N� • C, 44
Interest in property: O ir/ e -
Name and address of fee simple titleholder:
Signature(s) of
Prepared By
Print Name
Title/Office
123.01 -52 PAGE 3 3110
FOLIO NO.
STATE OF FL
, HEREBY CE
.,. nal filed In
THE UNDERSIGNED hereby gives notice that improvements will be made to
property, and in accordance with Chapter 713, Florida Statutes, the following
is provided in this Notice of Commencement.
1. Legal d riptio " n of ro gerrlt an, street/addres 10 4 - /
41 Ni I)lo ,i 4 - •, VV1titivt.• hate ,
4. Co t pj15pe ad ress d phone number: _ f ° 4L ^ - j a
It3-S Ale / 2-a � P- - 11x3, Nt f✓t p t. op• cj# 12144
5. Surety: (Payment bond required by owner from contractor, if any)
Name, address and phone number:
Amount of bond $
6. Lender's name and address:
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)7., Florida Statutes,
Name, address and phone number:
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section
713.13(1)(b), Florida Statutes.
Name, address and phone number:
9. Expiration date of this Notice of Commencement:
(the expiration date is 1 year from the date of recording unless a different date is specked)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK
OR RECORDING YOUR NOTICE OF COMMENCEMENT.
E.0 s yo / +wn-r - ' a orize•
mg-
r; r
it
dW,Ntf'
STATE OF FLORIDA
COUNTY OF MIAMI -DADE
The f.�e•j in 'rin ent
Efp Individually, or as
ersonally known, or
•
AMY STARR
728016
•co:e ,2011
onds otery..erincc.com
wledged before me this
// -O /7-
for
BY
Off ',er /Director/Partner/Manager
111 1 1 111111111 1 1111111111 1111 1111
RID& COUNTY OF DADE
FY that this I ft oche
o � , G " de�r
A020 /0
and Official Seal.
, CLE;... C County Courts
D.C.
Space above reserved for use of recording office
2 - 1 day of 0040
Din
V=FW 2010R0729973
OR C.k 27469 Ps 1892; tips)
RECORDED 10/27/2010 12 :3E :51
HARVEY RUV'If4 CLERK OF COURT
I°IIAI°II -DARE COUNTY? FLORIDA
LAST PAGE
ta otp1
Prepared By
Print Name
Title /Office
. 71) 0
01 produced the following type of identificat .
Signature of Notary Public:
Print Name:
(SEAL)
VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES
Under penalties of perjury, I declare that I have read the foregoing and
that the facts stated in it are true, to the best of my knowledge and belief. Exp `7 / Lo )
Signature(s of a/ ner( ) s + er(s)'s A orized Officer /Director/Partner/Manager who signed above:
By <L- /.1 �/
y i1� By
8‘303 '344 2
Check type of Solar System to be installed:
® Solar Thermal
quired Inspections:
Plumbing Solar Final
Electrical Solar Final
Structural Solar Final
Print owner name ►`�
Owner signature
Property addresses Nv 7 (e
Permit# � i `Z 73
Solar Installation Requirements
❑ Solar Electrical
Required Inspections:
Electrical Solar Rough
Electrical Solar Final
Structural Solar Final
M iami Shores Viiiage
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
❑ Solar Hybrid
Required Inspections:
Electrical Solar Rough
Electrical Solar Final
PLumbing Solar Final
Structural Solar Final
Owner Notification:
Installation of roof mounted photovoltaic or solar support systems typically require roof system
Penetrations to allow attachment to the structure which may create additional Tong -term roof
system maintenance requirements and /or jeopardize roof system manufacturer's warranties.
Roof mounted solar systems generally required removal and reinstallation of solar panels /arrays
in order to perform routine roof system maintenance, repair or replacement.
I hereby acknowledge that I have read and understand the above notification on this_
day of , 20 ( d .
Notary stamp Print Notary Name
, Miami Shores, FL
• t
s
pL f ,e
( ",G DEPT
••• •
S ores
7,4' -to
EI DG DEPT
SUBJECT 10 COMPLIANCE WITH ALL FEDERAL
S ATE AND C UN IY RULES AND REGULATIONS
•• ••• • • • i • ••
•
• • •
• • • •
• • • •
• • • •
• • • • •
•• • • •
• __ ••• •
•
•
ab 10 10 02:24p
f
The LeverEdge #2
FLORIDA SOLAR ENERGY CENTER
1679 CLEARLAKE ROAD, COCOA, FLORIDA 32922 -5703 [321) 638 -1000
Approved Solar Energy System
FSEC # S9022
4.
4.
DISTRIBUTOR
Solar Worm, inc.
4-305 W. Alva Street
Tampa, Florida 33614 -7636
Description
Collector Manufacturer Model Number Units
1. Alternate Energy Tech. AE -40 1
2.
:1.
4.
Tank Manufacturer Model Number Capicity (gal)
1. American Water Heater SE62 -119R -045 s ' BO
2.
3.
Controller Manufacturer
1. Solarex
2. BP
3. Siemens
4. Yingli
5. Unisolar
Freeze Pratvc€ios3 . • • . • • • • •
- •
• •• • • • • ••• •
1. Manual.Vaiwtow,rt • o • • • •••
2. Freeze protection valve
Other Major. (3arapor er ts•: •
Model Number
SX10 or /VISCID
SX10U
10
10
10
• • . . • •
1. Freeze treventtion•vaIve • • • •
.. • •. • •
2. • ••• • ••• •
• • • • • • • •
• • • • ••• • • • • • •
• • • • • • • • • • • • • •
• • •• • •• • • • • • •• • ••
••• • • • • • • •• • •
9b4 923 JUU t p.
Type: Photovoltaic
SYSTEM
Approval Date:
Revision Date: NOV 2006
0 PV -S0-40
This system was evaluated by the Florida Solar Energy Center (FSECI 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
Total Rating {Btu)
34,400
Type: Direct
DEC 1991
Pump Manufacturer Model Number Power Draw (Watts) Rated Power
1. March 809 -BR -24 48 11100 H.P.
2.
3.
if further infryrngtiorr.isreguygtl }you ray contact the Florida Solar Energy Center at the above address:.
Alternate Energy Technologies, LLC •
1057 N. Ellis Road, Unit 4
Jacksonville, Florida 32254
SUMMARY INFORMATION SHEET
FL SOLAR ENERGY CENTER
1679 CLEARLAKE ROAD, COCOA, FLORIDA 32922 -5703 (321) 638 -1000 '
Gross Length
Gross Width
Gross Depth
Gross Area
Transparent Area
Volumetric Capacity...
Weight(empty)
Recommended Flow Rate
Test Pressure
Number of Cover Plates .
Enclosure
Glazing.
Absorber
Absorber Coating
Insulation
Flow Pattern
Number of Flow Tubes
Tested per ASHRAE 93 -1986 11
Incident Angle Modifier Kra = 1.0 - 0.19 1)
cos()
Efficiency Equations
n = 72.0 - 501 (Ti -Ta) /I
n = 70.4 - 346 (Ti -Ta) /1 - 1605 [(Ti- Ta) /Ij
•• ••• • • • • • ••
1 /nits of (Ti -Tn)/I are °C :•: ••
•
Low Temperature, 35 °C (95 °F)
••• • • • • ••• • •
Intermediate; erjtper:t e; 50; C 81221 )
• • • • • • • • • •
High airs /er t4r °• t
REFERENCE 00081N
•• ••• •• • • • ••
• • • • •• • • •
C i':��,`ot'Temi5geetuTe ••• •
MANUFACTURER
Ths solar collector was evaluated by the Florida Solar Energy Center (FSEC) in accordance with prescribed rriethoda was found to meet the
minimum standards established by FSEC. This evaluation was based on solar collector tests performed at the Bodycote Materials Testing Canada
Inc., Mississauga, Ontario, Canada. The purpose.of t he tests Is to verify initial performance conditions and quality of construction only. Ths resulting
certification is not a guarantee of long term pe or durability.,.... •
• DESCRIPTION: •
3.080 riveters.
1. inters
0.079 • meters :: ..
3.697 • square meters
3.482 square - meters
6.1 liters
66.7 . kilorar'ris'
76 mbs
1103 kPag
One
Parallel
Ten
Aluminum frame, aluminum back
Tempered low iron glass, 0.40 cm thick
Copper tubes welded to copper fins
Selective coating
Foil faced polyisocyanurate, 3.2 cm thick
MATERIALS
THERMAL PERFORMANCE
RATING
rl = 72.0 - 88
rl = 70.4 - 61
10.10 feet {:' :.. .
3.94 feet
0.26 feet
39.79 square feet •
37.48 square feet •
1.6 dation§
147.0 pounds
1.2 •gpm
160 psig .:.
Forced Circulation
November 2002
FSEC # 00090N
Collector. Model
• AE -40
(Ti -Ta) /I
(Ti -Ta) /I - 50 [(Ti- Ta) /)] z
Units of (Ti -Ta)/1 are °F / B su /hr•ft
The collector has been rated for energy output on measured performance and an assumed standard day. Total solar energy av:Jlable
for the standard de 6645 W ittil oetstim (160fl g distributed over a 10 hour period.
Output energy rat t4 foethi4c8ijavtor based on'th: s -order efficiency curve are:
Energy Output
44,300 Kilojoules /day
36,300 Kilojoules /day
12,200 Kilojoules /day
42,000 E: i /day
34,400 E, dal;
11,600 uirlay
To Whom It May Concern:
Subject: Windload Calculations
.. ... • • • • • • •
•
• • •
• •
..
•
.•. .. • • • ..
• .•. • ••• • .
• • • • •
• • • • •
•• • • • • • •••
• • • • • • • • • • • • • •
•
• • •• • • •• • • •
• • • ••• • • ••• •
••• • • • ••• • •
• • • • • •
• • ••• • • • •
• • • • • • • • • •
• • • • • • • •• • •
• • • • • ... • •
Allen Gezelman, P.E., FL59180
16502 Hanna Rd. Lutz, FL 33549
Office- 813 9091956, Cell 813 650 7246; Fax 866 397 9050
bolsonl @tamaabay.rr.com
I have performed windload calculations for Solar Hydronics Corp. collectors in HVHZ
and Florida at large - see tabulated results below: •
Design calcs per ASCE 7 -05 and current FBC
Method 2 - Analytical Procedure
PZ 1 only
Kzt =1.0 Importance factor 1 =1.0
Kz Table 6 -3 Case 1 Kd= 0.85
Enclosed building, regular shape, rigid
ASCE 7 -05 Equations 6-15 & 6-22
WZ PC8B30, P(8C30 PCa1B60 P(a)C60
160 1560 2184 1894 2518
150 1371 1919• • 1665 2213
140 1194 1671 1449 1927
130 1029 1441 1250 1661
120 876 1228 1065 1416
110 737 1032 895 . 1190
44,\
No 59180
*
0 :
cc:
i1 '. STATE OF
y
Note: AHJs and others needing a signed /raised seal copy should contact me to get one by mail
These are total uplift on 40sf collector.
Divide by anchor number to get bolt
load.
P is in pounds force.
Pressure calculated at height, WZ
and exposure listed.
fnterprolation is permtted.
Signed /sealed 6 July 09
a
TRIANGLE
AE Series unting Hardware
RACK MOUNT
, RACK MOUNT BRACKET
Raised 1/2"
1/4° LOCK BOLT
AE. STANDARD MOUNT
E '
FLUSH MOUNT
FLUSH MOUNTBRACKET
Raised 3"
AE STANDARD MOUNT
HINGE
I MOUNT
TI IT MOUNT STRUT
1' 1' X 0.1° SQ,
AL MINION TUBE •
LE TH AS REQUIRED
TRIANGLE BRACKET
1/4' LOCK BOLT —
••••M..,
1/4' LOCK •>aMT
••
•
•• • ••• • •
• •
••• •
•
4 ••• • •
..m.2 4'14
• •
•• ••
• •
• • •
. • •• •
•
• •o•
• • •
•• •
•
• ••
• • • •
r` t• •
'!
••••
1
•
/8' . x 1 -3/4' BOLT
•�
•
• •
• •
• •
.'+VLZNt ANIoLC MUUN
BRACKET W/ %" ST STL
BOLT WITH NUT AND WASHER
T';'P 2 PLCS PER SIDE) TILT EXTENSION LEGS
MANUFACTURED FROM
THK X 3°
LONG ANODIZED AL 606316
CHANNEL
SOLENE BRAND
SOLENE
MOUNT
!RACKET
ROOF
AIMING
EXTENSION LEGS 10 BE
ED TOGETHER WITH TWO
OLT WITH NUTS
NSTALLED
MAINTAIN
ATION
SOLENE BRAND
/COLLECTOR
SOLENE
ANGLE MOUNT
BRACKET
-OCATE BETWEEN
USSES AND NAIL 1/2" DR TAINLESS
WITH 4 16D STL LAG BOLTS AT EACH
$ AT EACH END SOLENE BRAND CONN TYP.
MISSED TRUSS SOLENE
BRAND NAILER INST,
SCALE: 1 -1 /2 " =1'-- 0"
SOLENE TILT
MOUNT BRACKET
W/ AS
• BELOW
(TYP 2 PLCS)
TILT MOUNT MANUFACTURED FROM 1- 1/2 "X2 -1/2 "X
1/8 THK 3-1/2" LONG ANODIZED AL. 8063T6 CHANNEL
FASTEN TO TILT LEG W/ 1/2" STSTL BOLT W/ NUT &
WASHER
T PLAN OF COLLECTORS
SCALE: NTS
•
HIP ROOF END
CONDITION
ROOF ZONE 3
CORNERS
HIP ROOF' GENERAL
CONDITION
ROOF
SHEATHING
1/2" DIA STAINLESS
STL LAG BOLTS AT EACH
SOLENE BRAND CONN TYP.
CULLtG UJI S SHALL
NOT BE INSTALLED INNER
ZONES" AS SHOWN OIGRAM
NOTE: CUT OUT OR REMOVI
TALE TO INSTALL STANDOFF,
ASSY. THEN REINSTALL 11
AROUND MOUNTING
HARDWARE
OUNT
AND
OLENE :
LLECTOR
SCALE NTS
/ •
TAINLES
AT EACH
BRAND CONN
TYP.
A
ARO
HARDW
LAT TILE ROO
SOLENE BRAND
COLLECTOR
;FNFRAI NOTE
1. COLLECTOR CONNECTIONS SHOWN HAVE BEEN DESIGNED TO RESIST WIND LOADS OUTLINED IN THE 2007 FLORIDA EG CODE,
AND 2009 SUPPLEMENT, CHAPTER 16 FOR 146 MPH EXPOSURE "C" WIND VELOCITY AND PER ASCE 7 -05, CHAPTER )R 146 MPH
EXPOSURE "C" WIND VELOCITY - TYPICALLY.
2. LAG BOLT CAPACITIES AND EMBEDMENTS ARE BASED UPON "NATIONAL DESIGN SPECIFICATION FOR STRESS GRADE :R AND
'ASTENINGS° AS PUBLISHED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION.
3. ALL CONNECTIONS ARE FOR ROOFS 0' TO 45' MAX SLOPE CONDITIONS.
4. ALL CONNECTORS ARE FOR MEAN ROOF HEIGHTS NOT 10 EXCEED 30' -0 ".
5. APPLY ROOF GRADE SEALANT TO ALL CONTACT SURFACES.
6. ALTERNATIVELY SOLENE ANGLE MOUNT BRACKET CAN BE FASTENED TO THE SOLENE COLLECTOR WITH EITHER (1) 1TL BOLT
AND NUT, OR (2) 74" SELF TAPPING SHEET METAL SCREWS.
SOLENE TILT
MOUNT
BRACKET SOLENE BRAND
COLLECTOR
SEE NOTE 3
SOLENE
ANGLE MOUN
BRACKET
WOOD TRUSS
SYSTEM #2 SYP
OR BEIItR
SHINGLE /METAL
BUILT UP ROOF
SCALE: 1-1/2"=1'-0"
LONG SICK
L END ROOF
CONDITION
ROOF CONER ZON,LL BE 10 PERCENT
OF SHORT DIMEN:)F BUILDING. OR 40
PERCENT OF MEAPF HEIGHT, OR 7 FT
- I EVER IS SMALLER.
ROOF LAY(C PLAN
SCALE: NTS
3 "X3 "X3&" THK 3" L 6063T6
ALUM SORTS WITH 1 "DX16"
THK 2' L ALUM TUBE`'
INSERT BOTH ANODIZED
ROOF
SHEATHING
SOLENE
11LT MOUNT
BRACKET
2x PT OR UNISTRUT CONTINUOUS ALONG
PANEL FOR MOUNTING
W/ 1/2" ST STL ALL -THRD ROD W/ NUT
& WASHER EA END - PROVIDE "LOCTTTE"
AT ALL NUTS.
STAND OFF I AS-S
SCALE: NTS
WOOD TRUS;
SYSTEM #2
OR BETTER
MISSED TRUSS SOLENE
BRAND SPANNER INSTALL
• •
• •
SOLENE B
COLLECTO
SOLENE
,ANGLE
MOUNT
BRACKE
T
ND
E TOOR RANC
••••1OLENE
ANGLE MO
BRACKET
CUT OUT OR REMC
LL STANDOI
EINSTALL TI
NTING
BARRE
TILES
ROOF
SHE_AT
6.
•
• I
•
•
• ,
SCOPE OF WORK:
INOTALLATON OF A SOLAR MYER HEATDi0
EWEN WITH A ROOFTOP CCALECTOR
Solar World Solar Water genie iptem IMNII) installed*" Kates: This drawing and the
engineerIng herein estahlish the histellation requirements for SWH equipment an Windings In
Florida 6 0 feat ar less In height and Uteri angles from flat up to 45 deprei. Per the particular
installation document, the. Solar World SY/H War panels rem be Installed parallel to the roof
plane with hold downs fluth on top of the upper Statue of the roof coverhil.or sxpar-elevated to
addave better solar collection. Super-devation la permitted only with the following sthadations:
a) no Installations outside of pressure lone % b) Wm/ant 114 by 1 inch satfaldllin". stainless
steel, strews Shall be substituted for the set screws which come with the melting tills to secure
them In the slots extruded for the mounting clips In the collector framesid the madmum tilt-up
leg length shall be 24 Inches.
1. The Solar World SWH collectors have passed Miami Testing Labs Wind Load Testing
of -102 PSI per ASTM E-330 (MTh File Number 95-1249).Thie engineer has evaluated the
installation cornpdnents and hardware currently mudded by SOW World as OM
installation kits and found them to meet the requirements of the Ileitis BUXOM Code
2004 with 2006 SupplemenL There shad be no substitution. of other vendor materials
(other than the 14 by 1 Inds SS, sell-Men", screen std above) without prior
approval of this engineer Ore Solar World.
2. Plumbing stied be per figure 1. Florida Plumbing Code shall be adhered to. Particular
attention shotl be given to protection against over-pressure and freesia'. per Florida
MedranIcal Code, Chapter 14. sod per MT/Solar World installation InstructIont. /Ids
drawing shows the 'O' version plumbing. However, there are othervartards
. (photo.vcdtalc pump, Indirect, and/or drant.back) .whIch, although not spedlltaik shown
hereon, are covered by this seated drawing- so long as installed per AET/Solar World
hsstallatIon Instructions. '
3. ' This engineer has determined that the hold-down hardware and fasteners supplied
by Sono World will withstand hurricane forte winds up to and IndudIng.150 mph 3-..kond
flosts. The onh rernabibill variable of signlittiusor (1 10. attachment of the hold downs to
the underlying roof system using OEM hardware. Is into roof busses and rafters are
acceptably In pressure sone 1 only. Lap shall addese • full depth solid embedment of at
least 33 Inches In the decking and underlying wood roof truss or thru 36 sq Inch area •
(mhs) 4 Inch by 4 Inch (nominal)wood blocking on the underside of the roof sheeting.
When WOG into a Voss pr miter. Installer must be careful to ensure that he his It in the
center. Where thh is questionable, Installer must use all thread or T bolt method
described to the neat paragraph.
4. Procedures to use when lag hitting thesenter of truss or rafter cannot be assured.
Either use a Ma Web (ode) *r bolt grabbing the trios/after or VI Inch diameter(nda) all
thread red plus standard fender & lock withers and mat Oyu internam 36 unarm Inch 2
method ft used, troutiler ONO apply a generous bead of liquid Nab te-901 lorequivaleet
inch Midi {nominal - Models on the undersWe of tiw roof shag**. Wbeldbioddle
or better) for minimum of 1 ft slang the Our Joints of We roof truss and sheeting on each
orthedulebog-awslse
S. installer shall adbere to recaskernents of RIC Chapter 1S (goofing) and best practices
of the sacs Roofing & Waterproofing Manual to ensure that the solar Installation does
not causeroof leaks at Initial installetlect or as the system "ages".
4. Instaters,Insptetars, buddies departateeD ' having questions or
differing conditiOnsonarcortMedifedly cell: au 6507246,
fax 366 MO 51050,1-malir • • . • :
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Ells IS beans* the ulEul elsmant -the collmetufs) lad meurakis detainees die ewe *Nether
the Ube World SW system beNEINtelled ha dithig
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' ISOLATION VAtV2 -7-
NM EATER
IA • • • • •
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C„AFIGURE 1
1111 111111 111
SOLAR WATER HEATF_R: •
SWH
▪ r``
▪ SOLAR LOOP COMM
ISOLATION VALVE
r- CINIRENTAL CONTROL
COLO %%TERME!
SHUT OFR VALVE
WIND LOAD:
DESIGNED FOR 150 MPH
W060 EXPOSURE:
EXPOSURE CATEGORY C
PZ = PRESSURE ZONE
WZ = WIND ZONE
do.
ocathesr.r4`
FRONT ELEVATION
SEdTION A
LAGGING: J — BOLT:
LAGGING INTOTRUSS OR
BLOCKING IS ALLOWED ONLY IN
PZ1 AT 120 !NH WZ OR 1608. 30
FT OR LESS MEAN ROOF HEIGHT
FIGURE 2
swam ar.ar
MOUNTING:
12001
J.BOLT IS ALLOWED IN
PRESSURE ZONES. ALL al
THRU 60 FEET AND WIND
.•
THEtU 150 MPH
?-
1,atile Roof (7' <0 S 451
111 Glatt Zeros
For SI: 1 foot a 304.8 torn. 1 degree .40.0174 rad
1.Pressuree are anplletthermal to the surface for Exposure B. at ho30 fsel; for lw =1.0. adlust to other
exposures and helohtirfrfifilidlualirieni *solar A k • . .,
•
2006 Supplement Of the 2004 ilidcla SulkfIng Code - FINAL
2. Pius and minus sionialontf: ' aCti toward and awn flOm the "facet-T=
3. For hi roofs wittieg25' 3 shalt be treated as kone2.
4. For effective mar& 'given. the value h perridtted to be Inharpotated;othenvise use the
value assodatedieffilhe ve
wee.
5. Notation: •
a: 10 wpm** .` eget horkohMlilimenslon or 0.4h.whtdievorls smaller, but riot less than either
4 percent of COM dimension or 3 feet. '
ft Mean Met fibight, in feet (Meters). except that eave heloht shall biased for roof angles <JO°.
Agocrof.i3iiihe of tootfrom horizontal. In degrees.
SOLAR SYSTEM COLLECTOR
MODEL AERSOWEVAL
BLOCKING:
ALL THREAD THRU
IS AU-OWED IN
HEIGHTS filifEET AND
WINO ZO 1 14P14
2
ROOF AWLS
COLLECTOR WSTALIATION
STANDARD MON Ve KEW
ROOF PENEMATICN
ANDFLASHEs•
NEE
4
- 23201.12142 , 2 1, 2
\
AE-RM
MOUNTING BRACKETS
sisssetsis .
22 4.22, tar
12440,04.
2511 RAT WOE IN CONTACT
Aro nooF tipotibt
).2 • tt.,
4E•
.APPLICABLE CODE:
2004SW Ns WWWJSNENr FBC.FMIC,FPC
1
Flush Mount
SYstem
•
SHW COLLECTOR
mOuNTING DRAGNET
Ty. DEAD Or ugai suas
sermitaimissks
Pi CONTACT Ve PLYWOOD •
notrso ROOF TRUSS. _
CCUECICR °WWI
ACCIP PENETRATION
NORJELHIN3
stag_dekM
System.
OEM HOW CCM*
LAGGING POMPON OVER TRUSS)
J- BOLT orme
PEEL &UcICW1ERPR0orINO
APPLY
MEDIUM BEAD BOTH
MOM OF TRUsS AT
OGESIFACE BETWEEN
ROOF SHEETING AND
TRUSS 1 FOOT W EAp4
DIRECTION STARING
FROM 2 BYO 'SPANNER'
TO WHICH COLLECTOR
WNW FOOT-PAD IS
SECURED BY ALL-THREAD4 • .
• NOTE -THERE SHALL BE ATOST4'HOLD-DOWN ATTACHMENTS FOR
EACH SOLAR COLLECTOR ON. ROOF.
• TYP. MOUNTING DETAIL
° FIGURE 2
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STALLATION OF ASOLAR WATER HEATING
ASCE7c5
YSTEM MINA OF TOP COLLECTOR
I DESIGNED PER
ROOF
SOLAR HYDRONICS CORP (FORMERLY KNOWN AS SOIAR WORLD) DOMESTIC HOT
WATER (DHW) INSTAUATION NOTES: 10 JULY 09
GENERAL THISDRAWNID ANDRE SPECIFICAMNS HEREON ESTABLISH THE MINIMUM REQUIREMENTS FOR DHW
EQUIPMENT ON MBDIN6S IN FLORIDAN FEET OR LESS IN HEIGHT AND AT ROOF ANGLES FROM RAT UPTO4S DEGREE. PER
TTRS PRRTICIIIAR INSTALLATION DOCIRO¢NT.THE SOUR HYDRONICS CORP DHW SOLAR PANELS MAYBE INSTALLED PARALLEL
TO THE ROOF PLANE WITH HOLD DOWNS FLUSH ON TOP OF THE UPPER SURFACE OF THE ROOF COVERING ORTRTED -UP TO
ACHIEVE BETTED SOLAR COLLECRON FLUSH -MOUNT SHALL REQUIRE 4.ANO(O�3 /B4Na DIAMETER
ORS, CORROSION RESISTANT STEEL) IN P24 & PZ-2, EXPOSURES B & C, IN ALL WIND ZONES UP TO
AND INCLUDING 260 MPH. "ANCHORS CAN EM ER 8& ATCONOGACTORS CHOICE, 4ANCHOR4 FOR ASNGLE
cou crOROR4-ANCORS FoRIWYo COLLECTORS Tim USE OF APPROVED RAGING TOTETHE Two COUECTOIS
TOGETHER-SEE FIGUER.TBT-UP IS PERMITTED ONLY WITH THE FOWYNINGSTIPOATIONS:A) NO INSTALLATIONS OUMIIM
OF PRESSIIREZONE 1; 8)IISECNLY OEM HARDWARE E(CEPT014TEI3 PER FIGURE 2; C) COLLECTOR LONG ATM HORIZONTAL
AND30DEEREES MAXIMUM TILT ANGLG D) WNDZONE 140 KWH AND LESS REQUIRE 4-ANCHORS PER TILT-UP COLLECT01% F)
WIND ZONESGRSITERMAR 140 MPH REQUIRE 6 ANCHORS PER TILT-UP COLLELTORAND MINIMUM TILTPOIE WALL
THICKNESS H 1ISTIN H. CONTRACTOR SHALL KEEP LAG BOLT LOADING TO UNDER52B POUNDS OF UPUFT. REFERTO
WIND WAD CUG1WIOH6ATHITP .//WWW.CAOIRCELIWYN WDB10AD ALWtAT10NSPDF
WHEN LAG LIMIT ISEKCEEDEDCONTRACTORSH ILUSE MOREIAGS.J-COLTSORALL- THREAD ROD. FOURF80LTSOR
ALL-THREAD MOS CAN HANDLE THE LOAD OF 2-EA01.40SPSOLAR COLLECTORS IN ALL LOADING CASE ON THE CHART.
WHEN STRONG INTO PZ2, INCREASE ANCHORS SO%ONTHE PORTION OF THE COLLECTOR IN PO.ABSOLUTEL.Y NO
NSTAWOONSNPM.
TE KIN THE SOLAR HRDROM6CORP OHW COLLECTORS HAVE PASSED MIAMI TESTING LABS WINDLOADTESTING OF -102
PSF MIASMA ESSD (MIL FILE NUMBER 95.1249).THIS ENGINEER HAS EVALUATED THE INSTALLATION COMPONENTS AND
HARDWARE CURRENTLY PROVIDED BY SOAR HYDRONICS CORP ASOEM INSTALLATION KITSAND FOUNDTHEM TO MEET THE
REQUIREMENTS OF THE FLORIDA BUILDING COIN CURRENT AS OF THE DATE OF THIS RAN. THEE SHALL RE NO
SUBSIRUDON OF OTHER VENDOR MATERIALS (OTNERTHAN THE GENERIC, It 14 BY 1 NCI. SS,SELFORDLNG. SCREWS AS
SHOWN.IN FIGURE a) TIM= PRIOR APPROVAL OF THIS ENGINEER THRU SOAR HYDRONICS CORP.
HARDWARE THIS II/MINER HAS DETERMINED THAT THE HOLD-DOWN HARDWARE AND FASTENERS SUPPLIED BY SOLAR
HYDRONICS CORP WILL WITHSTAND HURRICANE FORCE WINDS UP TO AND WILLING 160 MPH 3-SECOND GUSTS. THE ONIY
REGAINING VARIABLE OFSIGMHCANCE STHE ATT/CHMFMOFTHE HOLD DOWNSTOTHE UNDERLYING ROOF SYSTEM
USING OEM HARDWARE. LAGGNM OFSHC DHW COLLECTORS FOR FLUSH MOUNT NSTALIATON (PARALLEL WRITHE ROOF
SURFACE ADIDAS CLOSETHERETOAS PERMITTED BYOEM HARDWARE) SHALL BEALLOWED IN EXPOSURE CATEGORY B AND C
ANDIN BOTH PZ1 AND PO AT MEAN ROOF HEIGHTS OF 60-FT OR LESSAND IN ALL WNDZONDTHRU 160 MPH 50 LONG AS
THE FOLLOWING CAUTIONARY RULES ARE OBSERVED. LAGS SHALL BE CORROSION R13STANTSTEE4 3J8 NCH DIAMETER
MINIMUM OR BETTER TAGS SHAU. ACHIEVE AT LEAST 3- INCHES OF THREAD EMBEDMENT IN RAFTER OR BLOCONG.
MFASUREMENIS MUST BE CAREFULLY MADE AND PILOT HOLE SHALL BE DPJUEDTO ENSURE HITTING UNDERLYING RAFTERS
OR TRUSSES ANDTO AVOID WOOD SPLITTING
SPECIAL PROCEDURES TO USE WHEN, INTHE INSTALLER'S OPINION, HIRING THE CENTER OF TRUES OR RAFTEA WITH ATAG
CANNOT BE ASSURED. EITHER USE A 3/8 NCH (AID)1— BOLT GRABBING THETRUS/RAFTEROR 3JR INCH DIAMETER (MN)
AU.THREAD ROD PLUS STANDARD FENDER & LOON WASHERS AND NUT THRU MINIMUM 4• BY4 BY E• BLOCKING ON THE
UNDERWDEOF THE ROOF SHEETING. WHERE BLOCKING METHOD IS USED, INSTALLER SHALL APPLY GENEROUS BEAD OF
CONSTRUCRDNADHDIVE FOR MIMMUMCIF I FT ALONG THENEARA]INIS OF THE ROOF TRUSS AND SHEETING ON EACH
TRIM ON BOTH SDI OF THE BLOCKING -SEE RRUIE 2 O THIS SHEET.
PLINBIW SHALL RE PER MORE 1. FLORIDA PLUMBING CODE SHALL BEADHEERD0TO. PARTICULAR ATTENTION SHALL BE
GIVENT° PROTECDON AGAINST OVER-PRMSURE AND FREEZING -PER FLORIDA MECNAMCALCODE, OULPEH 14, AND PER
SOLAN HTDRONICS CORP NSTAHATON INSTRUCTIONS. TM DRAWING SHOWS THE TH VERSION PWMBING. HOWEVER
TFENE ARE OTHER VARIANTS (PHOTO-VOLTAIC PUMP, INDIRECT, AND /ORDNUN -BA K)WHICH, ALTHOUGH NOT SPECIFICALLY
SHOWN HEREON, ARE COVERED BY THIS SEALED DRAWNG -50 LONG AS INSTALLED PER SOIAR HYDRONICS CORP
INSTALLATION INSTRUCTIONS.
WATERPROOFING INSFALIER SHALL ADHERE TO REQUIEMENTS OF FBC CHAPTER 15 (ROOFING) AND BEST PRACTICES OF
THE NRCA ROOFNG & WATERPROOFING MANUAL TO ENSURE THAT THE SOLAR INSTALLATION DOE NOT CAUSE ROOF TEAS
AT DDTML INSTALLATION ORASTHE SYSTEM ''AGES
QUESTIONS: NSTALERS, AUTHORITIES HAVING IURSDICUON, OROTHERS HAVING QUESTIONS OR DIFFERING CONDITIONS,
MAY CONTACT THIS ENGINEER DIRECTLY- CELL: 8136507246. FAIT. 8663979050. E-MAIL BOLSONI•TAMPABAY.RILCOM
DIRECT'DBYSTEM
mTmaNNwareLwn
WID AWNGSHOWSTHE SOLAR HYDRONICS CORPORATONIHW
(DIRECT)SYSTEM AND THIS PARTICULARS/STEMS PLUMBING.THEREARE °NEIL SLIGHTLY DIFFERENT, SPEAR HYDRONICS
CORPORAIIONDHW SYSTEM VARIANTS WWOG ARE ALSO COVERED BY THIS SEALED DAAWNG.DOSIS BEMLISETHE =CAL EUMEJT -THE
COLECTOR(S) AND ROOF MOUNTING TBTNLSRQAANTHESAMEWHETFERTHE ROUE HYDRNG6 [ORRD5 W SYSTEMBENG I STAUED
A DEEM, N•DBKCCS 6CAN4ACKMoDGSWHWH CAN BB CMIRGullEDWIM EIThmANA /CORD/COONTBOIBDBBAWCPLBW
'4
SOLAR LOOP
MOTORIZED BALL. VALVE
HOT WATER
BACKUP ELECTRIC ELEMENT
DIP TUBE
STORAGET
TANK
Q FIGURE 1
O1 BWE NTE.
TANK
COLLECTOR SENSOR
•
SOLAR LOOP DRAM
ISOLATION VALVE
IMPASSION TANK
DIFFERENTIAL CONTROL
COLD WATER INLET
SHUT OFF VALVE
WIN
D LOAD: WIND EXPOSURE:
D
)
ESIGNED FOR 160 MPH I EXPOSURE CATEGORY C
NOTE: SUITABLE FOR HVHZ SEE CALCULATIONS: HITPJIWUWV.GEZELMANPECOMA
REGARDING VINO LOAD- MY DESIGNS CLEARLY SHOW COMPLIANCE PER ASCE 7 WITH THE FLORIDA BUIDNG CODE
REGARDING GRAVSTY LOAD -OUR HEAVIEST COLLECTOR WEIGHS 18S POUNDS WHICH IS DISTRIBUTED OVER A40 13.F AREA. WATER IN THE
COLLECTOR IS NEGUGBLE EACH COLLECTOR HOLDS ABOUT GALLON OF WATER. POOL COLLECTORS A BIT MORE, HOT WATER
COLLECTORS A UTILE LESS. REGARDLESS, SOLAR PANELS ARE AN INSON6TCANT LOAD ONTHE ROOF UNDERNEATH!
ROOF PENETRATION
ANDFLASHEO
NOTE
COU_ECTORO MAY BE ORENTA
VERTICALLY OR HORIZONTALLY
MOUNTING 9WC KET (SEE DETAL BELOW)
M TINTS CAN E ON BIDES OR COLLECTOR
ENDS OF COLLECTOR
ROOF INSTALLATION DIAGRAM \ I
SCALE: NTB
SCALES*. TV
Q FIGURE 2
mNEaN Ne
( - D FIGURE 3
MLLE RTE.
APPROVED
ZONING DEPT
BLDG DEPT
OEM MANUALS MAY BE ACCUSED ELECTRONICALLY USN THE FOLLOWING HYPERUP S:
HHP ✓/W W W- UMSTRULCOA /LITERAURENNDELPHP?DOON014&RGA
HIIP!/WMW J06 2 RAI SYSGIM.POF
HrtPJAV W w.W0RACCOMA'DF/ND.PDF
BY
SOLAR SYSTEM COLLECTOR:
MODEL; e ::
/ _9eN P.DNAP LIRA E
NEC21 / MSC -32/ MSC40INHM21/S
TILE ROOF: CUT OUT laCTANGLE FOIE P T OR
INSTALL AND FILL W/ 1S ART. DIJRAB
CONSTRUCTION SEALANT
ALTERNATE. T
M.ami Shores Village
- • • T • •
EMAREED VIEWING&
PRINT VERSION OF THIS PAN PROVIDES MINIMUM INFORMATION NEEDED BY USERS.
ELECTRONIC VERSION REV) PROVIDES MAGNIFIED VIEWING U'TO64OWL EVALSO PROVIDE HYPERLNKACISSTOOEM
MANUALS AND ABUNDANT INFORMATION
EV MAY REACCESSEDATHHP /)WW W.CAOVIIGE..IS/SW /A&39.WH.PDF
THERE ARE THEE PROPRIETARY RACK SYSTEMS APPROVED FOR USE WOHTHB PUW.THESE MAY BE USEDTO SUPPLEMENT
OR TO REPLACE THE INTROS SHOWN IN FIGURE 2. IN ALL CASES REFERTO OEM INSTRUCTION S FOR DETAILS/SYSTEM BEING
USED. IN THE EVENT OFACONFUCT BETWEEN OEM INSTRUCTIONS AND TIO PLAN, OEM DSIAUCDONSSHALL PREVAL
STRUCTURAL LOADING:
THIS PLAN WAS ENGINEERED FORMENRRE STATE OF FLORIDA INCLUDING HARE.
THE SOIARE REPRESENTED ON THIS PLAN IMPOSES POSITIVE LOAD UPON TIE ROOFSIRUCNRE OF LESTHAN
4-PSF. MY UPLIFTPRDWIRE CALNUOIONS MAY BE VEWEDAT
HITPW WW W .ODVICE.US/AV/WROSOADCN.ORA710N S PDF
THE UPLIFT PRERWUREFOR 1611M®H, GI OSURE CATEGORY C; BUILDING IMPORTANCE FACTOR CATEGORY II, HEIGHT 60-FT
OR LE55, SLOPE 45 (WEER OR LFSARS 121 ,68.6 PSI, F22,106.6 PSI, PO_ 1532 PS.
QUEIIONS REGARDING ROOF PRESSURE ZOOS ARE REFERRED TO THE /GCE 7 DIAGRAM FOUND ON PAGE 5 AT THE ABOVE
ORRACHYPBBDJL
II'�1,I IJI[!IJI
11111 11111111111
JUL 3 0 201E
00.BCTOROUTLET
ROOF PENETRATION
ARO PLASHING
DATE
SUBJECT i0 CCMPIJANCE WITH ALL FEDERAL
EXPLANATORY 111 A R N
T$ ,( UN 17 RULES AND REGULATIONS
PUCABLE CODE:
FL•.. DA 2007CODE WAB SUPP
ONT ELEVATION
soma
TIONDWGS.HTML GENRAL NOTE:
TWO COLLECTORS MAY E
MOUNTED ON2- PIECES OF
APPROVED RACKING W/AE -RDA CLIP
HELD DOWN BY4ANCHORS
TYP. SHINGLE, MET, FLAT TILE DETAIL.
SCALE I- IwW.
TYP. BARREL TILE ROOF MOUNTING DETAIL
S•E1411
APPLYCONSTR.
ADHESIVE MEDIUM
BEAD BOTH SONS OF
INTERFACE BETWEEN
ROOFSHLEETNO AND
TRUSS
1 FOOT IN EACH
DIRECTION STARTING
FROM - SPANNER . TO
WHICH COLLECTOR
MOUNT FOOT -PAD B
SECURED BY
ALL- THREAD NOD.
Ram 1 -trr. rD'
MOUNTING BRACKETS
INWEN.TB
Rack Mount
SYSteni
S.• -1B FINISHED
HEX NUT
AIL HOT WATER SOLAR COLLECTORS SOLO NTRIS STATE ARE REQUIRED TO HAVE BEEN TESTED BYTE FLORIDA
SOLAR WRIST CENTER AND BEAR RS CERTIFICATION LABEL THE COLLECTORS LISTED ON THIS FUN COMPLY WITH
THOSE RBEUIREPAEN S. FURTHER INFORMATION MAY BE ACCESSED ON LINE AT:
HTTPWWWW.FSFC. UCH. EDIT /EN/INDUSTRY/TESONG/STCOLH3TORS /HOT WATELRATNCS/NDOLHTEE
PZ = PRESSURE ZONE SECTION A
WZ = WIND ZONE soma ur. Tv
EXISTING ROOF
TILT KIT - DECK ANCHOR
1' KT" K0.072'
ALUMINUM
SQUARE NE •
IHIS PLAN IS VOB) WITHOUT MY SIGNATURE 8 RAISED SEAL.
kifSi /4 (
THIS PLAN MAY NOT BE PLACED ON FILE FOR PULLING MULTIPLE PERMITS.
EACH PERMIT PULLED REQUIRES ITS OWN RAISED SEAL COPY OF THOS PLAN
Flush Mount
SYstOm
HINGE MOUNT
CLIP
SHIN COLLECTOR
MOUNTING BRACKET
EM HOLD DOWN:
LAGGING ( OVER TRUSS)
J- BLOCKING G (BETWEEN TRUSSES)
SEALANT FOR WATERPROOFING
1/4' -20 X 1I2' HEX
CAP SCREW
3I8.1B X4'HEX
CAP 8 REIN
3/8%113 X 1.314' HEX
CAP SCREW
TRIANGUTAR MOUNTING
BRACKET
SUBSTITUTE GENERIC, 014 BY 1 -IN
SS, TEKS FOR THE OEM 14-217 SCREWS
WHICH COME WITH MOUNTNG
BRACKETS AE.RM. AE-FLM AE41IL
SHW COLLECTOR
MOUNTING BRACKET
APPROVED RAC=ING
SYSTEM WICHANNEL NUT
1 DUI SPACER
W/ WATERPROOF SEALANT
OEM HOLD DOWN.
IAGGIN0 01.TOR OVER TRUSS
.1-BOLT O TOR
(HOOKS TRUSS)
APPROVED RACKING
SYSTEM WI CHANNEL NUT
T 0IA. SPACER LENGTH
ADJUST FLUSH Ye TOP OF TILE
1 DIA. SPACER
W/ WATERPROOF SEALANT
EXIST. BARREL TOLE
OEM HOLD DOWN:
LAGGING POSITION OYER MUSE
GIB' LAG BOLT OR
J- BOLT (HOOKS TRUSS)
4x4EETWEEN TRUSSES —
IN CONTACT W/ PLYWOOD
TYP. FAD OF CONSTR.
DEWING D ROOF TRUSS,
TOP CHOR
NOTE -THERE SHALL BE AT LEAST 4 HOLD -DOWN ATTACHMENTS FOR EACH SOIAR COLLECTOR ON A ROOF.
TYP. MOUNTING DETAIL
• •
• •
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( - D FIGURE 2
02 RWEWA®
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I CERTIFY THATTHBDESI iN &
SPEOFRATIONS NEETTHE
REQUIREMENTS OF THE CURRENT
FLORIDA BUILDING WOE
ALLEN GEZELMAN
18502 HANNA RD.
LUTZ, FLORIDA 33549
PH. 813 650 7248
EX 888 397 9050
AAm1 VII PE.COM
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wew com
Contact
clkivice
PH. 013
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Solar Hydronlcs Corp.
1423 GUN N HIGHWAY
ODESSA, PL 331$8
REV.0133109.1M
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