Permit Solar for Pool 1525 Linkside 2011 R ` "r
`` = CITY OF ATLANTIC BEACH
t -) 800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247 -5814
Application Number 11- 00002307
Property Address Date 7/21/11
LINKSIDE
Application type description MECHANICAL HVAC ONLY
Property Zoning TO BE UPDATED
Application valuation . . . 5000
Application desc
SOLAR PANELS FOR POOL HEAT
Owner Contractor
NOONAN JAMES B. AND MARIE L. A1A SOLAR CONTRACTING INC
1525 LINKSIDE DR 1551 LISA AVE
ATLANTIC BEACH FL 32233 FERNANDINA BEACH FL 32034
Permit MECHANICAL HVAC PERMIT
Additional desc . SOLAR
Permit Fee . . . 95.00 Plan Check Fee .00
Issue Date Valuation . . 5000
Expiration Date . . 1/17/12
Other Fees STATE MECH DCA SURCHARGE 2.00
STATE MECH DBPR SURCHARGE 2.00
Fee summary Charged Paid Credited Due
Permit Fee Total 95.00 95.00 .00 .00
Plan Check Total .00 .00 .00 .00
Other Fee Total 4.00 4.00 .00 .00
Grand Total 99.00 99.00 .00 .00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
MECHANICAL PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Rd Atlantic Beach, FL 32233
c Ph (904) 247 -5826 Fax (904) 247 -5845
JOB ADDRESS: 1 5 15 L I N K 5 I D gam' p -J e
PERMIT # /i- ,I„ 3 0 7
PROJECT VALUE $ SOc o °r' w ay
NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION , >'
Air Conditioning: Unit Quantity 1
g' Q Y Tons Per Unit
Heat: Unit uantit
Q Y BTU's Per Unit S R REQUIRE
Duct Systems: Total CFM I >` C...
REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION I {
ARI #
Air Conditioning: Unit Quantity Tons Per Unit t ' """." '
Heat: Unit Quantity BTU's Per Unit REQUIRED 4
Duct Systems: Total CFM Seer Rating _,
FIRE PREVENTION U N
Fire Sprinkler System Quantity do
Q Y (Requires 3 sets of plans = v ;
Fire Standpipe Quantity (Requires 3 sets of plans w..1 z t
Underground Fire Main Value (Requires 3 sets of plans U z O
Fire Hose Cabinets Quantity (Requires 3 sets of plans l o A
Commercial Hoods Quantity (Requires 3 sets of plans)
U A O A
Fire Suppression Systems Quantity (Requires 3 sets of plans) A H¢ p
FIRE PLACES MISCELLANEOUS: O - o < •
\,
Prefabricated Fireplace Qty Automobile Lifts
Gas Piping Outlets Boilers BTU's -0 4
w
Eleva
tors /Escalators i O W a w
ALL OTHER GAS PIPING Heat Exchanger - ' oW. C
Quantity of Outlets Pumps
# Vented Wall Furnaces Refrigerator Condenser BTU's i `�'
' 4 ,-
Tanks (gallons) 1 E
Wells 11? R
OTHER: 5 1.-ML POOL r Pc (I 3 SYS-s
Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read
this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified
or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction.
Property Owners Name J MC5 Nov JIk J Phone Number (%q) ca - 2338
Mechanical Company IN SoLAt2 CoNTY1.PcC.A'lrJCs- 1146, Offic P . 'My l Fax
Co. Address: l 14 S N, ',MpruJ 5T. 54e. Z City J I soNUit,(e" State FL-Zip 37-2-41
License Holder (Print): 3 g Z 1 l L 16- State Certification/Registration # CvC- $6o -1i 1
Notarized Signature of License Holder 7
� } LINDA A ARMSTRONG Sworn an subscribed before e this day of Ski 20 1
`i ,,, ? Notary Public, State of Florida Signature of Notary Public (�
,l My Comm. Expires June 24, 2013 `'�
, Commission No. DD 899682
V 00:02 FAX
e001
NOTICE OF' COMMENCEMENT (.0 �r'�'" _ r
(PREPARE IN DUPLICATE) ' - r L e -I
Permit Tex Fpbp No.
State of ors County of rhivR1
To whom It may eondem:
aceCf
The undersigned e herby nf you Statute", MO be made to oerbltkl real property, and I with aoco NCE,MENT following IeM le Meted ebed M th1 NOTICE OF
Legal description of prop.r(y being Improved: 3.525 LINKS X E DRUB
ATLANTIC BRACH, FL 32233
Address of property being Improved: SAM J 5 W ! 1 AC rNkad
_____
General does 1 pUon of Improvements: f 111f; ?ALL II fieiT,AR PCY7T, RRATTJ1fi RVpPE(
Owner JAMES NOONAN
Address 1525 I,INKaIDE DRIVE, ATLANTIC BEACH, FL 32233
Owners interest in site of the Improvement 1 o o tr
. Fee. SeriploTtleholderktotbecthen .owner)
Name
Address
Contractor ALA Solar Contract, ill ltxa
Add North Main Stre Suite 2, Jacksonville, FL 32218
Phone No. 904 468 -7861 Fax No.
Surety (If any)
Address _ Amount of bond $
Phone No. Fax No,
Nome and address of any person making a ban for the construction of the knprovernenta.
Name
Address ,_—
Phone No. - Fax No,
Name of person within the State of Flortlta, other then hknself, designated by owner upon whom notices or other
documents may be served:
Name
Address
Phone No. Fax No,
In addwon to himself, owner designee's the following person to receive s copy of the Limon Notice as pmvlded in
Section 713.08 (2) (b), Florida Statutes. (F81 In et Owner's option).
_ ......... Name ....... ...... -... ..
Address —...
Phone No. Fax No.
Expiation dete of Notice of went (the expiration date le one (1) year from the date of recording unless a
different date Is epedfed):
THIS SPACE FOR RECORDER'$ USE ONLY OWNER
soled +t►h Otrna"^. maw 6/27112
Doc i 2011 1 47271, OR SK 15648 Page 215, +ry or a F In m.
sSAir Oro Number Pages; 1
Recorded 07/06/2011 at Ot :33 PM, r h . NW all a4Nesneries and d.ol�.nanS f by
JIM FULLER CLERK CIRCUIT COURT DUVAL
COUNTY
RECORDING $10.00
•
_._..- .. 4 t � / ec a
My commission �
a
MIAMI Presitsrpel
t
Notary r at e 99 7
My come, e>tpka Deo. 15, 2013
AMW
FLORID l SOLAR t. EPL ENTER
SUMMARY INFORMATION SHEET
August 2009
FSEC # 00343N
MANUFACTURER
Alternate Energy Technologies, LLC Collector Model
1057 N. Ellis Road, Suite 4 ESP -40
Jacksonville, Florida 32254
This solar collector was evaluated by the Florida Solar Energy Center (FSEC) in accordance with prescribed methods and was found
to meet the minimum standards established by FSEC. This evaluation was based on solar collector tests performed at Bodycote
Materials Testing Canada Inc., Mississauga, Ontario, Canada. The purpose of the tests is to verify initial performance conditions
and quality of construction only. The resulting certification is not a guarantee of long tern performance or durability.
DESCRIPTION
Gross Length 3.048 meters
Gross Width 10.00 feet
Gross Depth 1.210 meters 3.97 feet
0.006 meters 0.02 feet
Gross Area 3.672 square meters
Transparent Frontal Area 39.52 square feet
3.672 square meters 39.52 square feet
Volumetric Capacity 13.9 liters
Weight (empty) 3.7 gallons
11.3 kilograms 25.0 pounds
nds
Recommended Flow Rate 147 ml /s
2.3 gpm
Test Pressure
241 35 psig
No
Number of Cover Plate None
Flow Pattern Parallel
Number of Tubes Forced circulation
104
MATERIALS
Enclosure None
Glazing None
Absorber Co- polymer plastic with UV stabilization
Absorber Coating None
Insulation None
THERMAL PERFORMANCE
Testing per ISO 9806 -3
Test Flow Rate 147.0 ml /s 2.33 gpm
Incident Angle Modifier Kra = 1.0 - 0.07 ([1 /cos 0) — 1)
Efficiency Equations
SI Units °C / Watt /m2 English Units °F / Btu/hr•ft
r1 = 82.3 - 1670 (T; -Ta) /I rl = 82.3 - 294 (T -T /I
11 = 82.2 - 1634 (T,-TO/1 - 1076 [(T,- T /Ih rl = 82.2 - 287 (T, -T /I - 33 [(T -T /11
RATING
This 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- hour /m (1600 Btu /ft distributed over a 10 hour period.
Output energy rating for this collector based on the second -order efficiency curve are:
Collector Temperature ENERGY OUTPUT
Low 35 °C (95 °F) 41,900 Kilojoules /day 39,700 Btu /day
Intermediate 50 °C (122 °F) 18,500 Kilojoules /day 17,600 Btu/day
High 100 °C (212 °F) 0 Kilojoules /day 0 Btu/day
Reference 00060N 4 0
eJ.� 3.1 It ‘,1 e '1 I 3 9 3� ' ' t s 1si
U7\ ;21 ti 1', 1.010
jN, Wei 7STet F. t _rt.rt ,. F . ru R, .3 t ( ;, a; lJ�f>�,
f
:5! r) ;. City of Atlantic Beach
\ Building Department [I1ONNUMBER
`� 800 Seminole Road (To be assigned by the Building Department.)
' '" 4 - r Atlantic Beach, Florida 32233 -5445 /l -- X I
30
Phone (904) 247 -5826 • Fax (904) 247 -5845
`' )1tiv %• E -mail: building- depta@coab.us Date routed: Z/ /J
City web -site: http: //www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: / 6 -j Z Z.6 )i1/2.- >r
__Department review required Ye�No
Applicant: // /� id /a / Building / q "GI ) i Planning & Zoning
Tree Administrator
a
Project: e DL /Jf Building \ /L Public Works
Public Utilities
Public Safety
Fire Services
.. .��. - ', . e::::,:' 1 PSG t t . a� _ , ,
Other Agency Review or Permit Required Review or Receipt
of Permit Verified By Date
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St. Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: Bcproved.
['Denied.
(Circle one.) Comments:
BUILDING
PLANNING & ZONING
Reviewed ✓ Date: 7 — ? —il
TREE ADMIN.
Second Review: ['Approved as revis d. D i -- " "
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: (Approved as revised. ['Denied.
Comments:
Reviewed by: Date:
Revised 07/27/10
RL CUPS ON THIS END TO OE FASTENED
ECTLY INTO ROOF RAFTER; ALL CUPS FASTENERS. REPEAT IN
MOATEp 6' AR PANEL
PLUS NEAOER: 6 FASTENERS. REPEAT IN
CLAMP (TYP)
HEADER (BA 6 ID ALL LIPS ON R115 ENO i0 E fi FASTENED
APPO %. 1/J a OPPOSITE ENO / ) OIRECCILY INTO ROOF aAFTER: ALL CUPS
: 6
�MM� —_ Walyl 1 APPOx PLUS HEADER 1/J Of OPP 51 FNO
3 5 'APS ■■■■
Ea SPACED
I Ii 1 1 iYi
U II •
ED � II 1)1 lT�IND t sra ocuLiL EPOM �I r ND .I• BLE E ] Ifttt �.� nOM1ER
�P� —M�N�N J
�M —MAN ■ mimic
3•xnx. S01 AR COLLECTOR PLAN (10 PANEL BANK. 8' LONG) wsuLL PIPE DLAMP o KEEP V N rg
LL CLIPS 011 iNls ENO fi FAS1ENm COATED
a FOOT INTERVALS LOOSE LO ALLOW FOR —
OIRECT17NTO ROOF R M : ALL CLIPS 1HERN 510 550 NRON
PLUS HEADER: 8 FASTENERS. REPEAT IN 6' SOLAR LL CLIPS ON MIS NO O B FAS TENED SS NOSE CLAMP
nPPO %. 1/J OF OPPOSITE ENO / CLAMP (T.') ) (BANN 0< P 1EL 0) DIRECTLY INTO ROOF E RAFTTERE ; AlL C LIPS ROOF RAFTER
HEADER
PLUS HEADER: 6 FASTENE. .. � HEATER
% +/J of RS FND RE P RoDFIN
I� I��im WAIN IM O 1 AT 1N — {� S Z : H E.� �P I
,I ,0�
35' E THREAD 1, NETRARON EP. �■� POLY
5 R� ( 1 1
1[�I LIE 'LE1 .. ROOF HEALING
EP 000 1'_1 '1 i t I_
A.
in I�
SEALANT AROUND SLR
ROOF RAFTER
� 1 F STRAP ttlI Y I STEM G EE DTA■ TABLENIhJ (TW) iI AAA (P SEE
�
.�....[LM_.,_NJNIN�NININI
3AM1L ; ���7
301 AR COLT ECTOR PLAN (10 PANEL BANK. 10' LONG) msrqu mar • K aOa14 HEAEa
ALL CLIPS pl 1X15 END TO BE FASTENED 6 -FOOT INTERVALS SE r0 TT ALLOW D
FOR
DIRECTLY INTO ROOF RAPIER: LL CUPS TNERMO- E%PANTION O.6p5' %p�p45'
- COALED 8 SOLAR PANEL OL'rES1ER
PLUS HEADER: 6 FASTENERS REPEAT IN EADER LL CLIPS ON THIS ND TO B FASIEMEO RONGDRCED STRAP
PPO %. 1/3 OF OPPOSITE ENO , is (ttP) (BANK OG 10) , / DIRECTLY INTO ROOF E RAf1ER; E ALL CUPS
PWS DER: FA STENERS. REPEAT IN
MPOx HEA I/J Of 6 OPPOSI ENO
VT
^ 11 1' Na (�T - 1 • / /
M
5 STRAPS M.�I TA6LE « IkJ II _ i
, � I f ps I :
U' E0. OL
R
we
TYPICAL , , g oof
1 ` O — dLL A S TgAP CUNP
SEOLAS
3100J 17
SEA AR C PI AN (10 PANE] BANK. I2' IONC,] .� s0 PI1E CLAMP 0 �K�EP BOTTOM HEADER
6 -FOOT INTERVALS SE TO ALLOW FOR
THFRMO- E %PANRON
TABLET ROOF ANGLE= 0 to 10 DEGREES — 10 PANEL BANK — 120 MPH
Total Total Roof Rafter (Southern Pine) Roof Substrate (OBS 1/2 ") Uplift 4,4,44 th 5 PANEL LENGTH Thread Farce Anchor Points Thread Len Nola Down Uplift
9 Thread Force Anchor Paints Thread Length 5 5
[ 01Y In F
[ ] Db1 Db/In] oTr pn] [lb] [Lb] [Lb]
12' 251.68 20 2.625 13,231
230.86 35 0.5 4,040 17,253 15,936 1
10' 251.68 16 2.625 10,570
230.86
8' 251.66 12 2.625 7,927 28 0'5 3.232 13,802 13,280 2
230.86 21 0.5 2.424 10.351 10,624 3
Notes
1. Total 55 Fastening stations. At least 12 directly into Roof Ratter (10 at 1/3 length from left end and 10 at 1/3 length horn right end)
2. Total 44 Fastanin Q
g stations. At least I6 directly into Roof Rafter (8 nt 1/3 length from left end and 8 at 1/3 length from right end)
3. Total 33 Fastening stations. At least 12 directly into Roof Rafter (6 at 1/3 length from left end and fi at 1/3 length from right end)
TABLE 2 ROOF ANGLE= 10 to 45 DEGREES — 10 —PANEL BANK — 120 MPH yI` /I
Roof Rafter (Southern Pine) Roof Substrate (OBS 1/2 ") Tatol tota es
Hol y
PANEL LENGTH Thread Force Anchor Points Thread Length 5 Thread
Hold Down Uplift II
Thread Farce Anchor Pointe read Length 5 5 F
OAT
[lb/in] N n] O
['n] [10] [ /n] OTY [in] [lb] [Lb] [Lb]
12' 251.88 12 2.625 13,231 230.86
10' J5 0.5 4,040 17,253 14,448 I
251.fi8 10 2.625 10,570 230.86
28 0.5 3,232 13,802 12,090 2
8' 251.68 8 2.625 7,927
230.86 21 0.5 2,426 10,351 9632 3
Notes , yI_` / �
H
1. Total 55 Fastening stations. At least 12 directly into Roof Rafter (10 at 1/3 length from left end and 10 at 1/3 length from right end)
2. total Fastening stations. At least 1 6 directly into Roof Ratter (8 at 1/3 length from le /t end ond 8 at 1/3 length from right end)
3. Total 33 Fastening stations. At least 12 directly into Roof Rafter (6 at 1/3 length from left end and 6 at 1/3 length from right end) 1111110 A
TABLE 3
Strap Spacing and Anchoring Toble
for roof slopes 0 to 7 degree GABLE ROOF
4 x 12 Panels Zone 1 10<10')
4 x 10 Panels 4 x 8 Panels
Fastening Station
Fastening tation
MPH Spacing [in] Number of g Fastening Station COMPONENT AND CLAC
Straps in substrate ,, raker Spacing [In] Nustboeprsof in substrate in rafter Spacing [In] N bet of NOT TO SCALE
u 5traps in substrate In rafter
100 43 4 50 5
53 3
110 43 4 45 10 53 40 4 41 3 40 4
120 33 5 54 12 3 35 8 41 3 30
35 4 45 4
41
130 33 5 54 12 3 36 140 26 6 63 14 36 4 54 12 7 4 36 8
150 26 6 56 21 26 5 54 12 27 4 45 8
26 5 48 18 27 10
4 40 15
NOTES, IF MORE THAN 1 FOOT OF PANEL AREA EXTEND INTO ZONE 2 AND ZONE 3, DECREASE THE STRAP SPACING 8Y 305 AND 505 RESPECTIVELY.
NOTES:
1. These drawings provide the structural requirement for the installation of
Techno -Solis Collectors on low rise residential building with a mean roof height
of 30 feet, located in Open Terrain with Scattered Obstructions (Exposure C).
2. The design meets the minimum requirements of the Florida Building Code 2007
with 2009 Supplement and ASCE 7.
3. The installation shall be 6 accordance with these drawings and utilize hardware
(strap, clomps and screw) provide by the manufacturer and detailed in these
The solar and plumbed ill accordance with the manufocturers installation manual. 111111
4. The soll collectors collectors ors shall be secures 0.675 wide with a 0.675 in wide e x O.045in thick
III MI polyester reinforced strop across the panels spaced in accordance with the local
jurisdiction wind lood per Table 3 - Strap Spacing & Anchoring Table.
85 5. Each strap shall be secure to the roof deck at 50 l,6 in on center using 1111111111111 '
III f. . Opp screws Super Clip and (5) #14 stainless steel, hex head, sheet metal
screws of sufficient length (2in nominal thread penetration) to fully penetrate the Revision
roof deck.
6. All hardware (hose clamps, screws etc.) to be ANSI 304 stainless steel.
7. All piping shall be secured to the roof with pipe clamps at six foot intervals with
SOLAR COLLECT. SUPERCUP ROOF RAFTER pipe clomps using stainless steel, hex head sheet metal of sufficient length to
RocnN - fully penetrate the roof sheating (lin minimum length) at six foot intervals. -. __
■
iN _' •...w NOTES: ` c
2007 SEALANT AROUND Si M "a z o 027 02704 SCir`wNiN. 1. The design described herein is based on ASCE 7 and includes components p '
O sm.w nwP Onw Re,SO RENe3RAnaN. (bank of 10 solar panels) installed on roof in zone 1 with effective wind area �..y
No msc,ue of 100 sf. The calculations (0 tn o crab based 120 MPH wind speed and uplift f
pressure 33.2 psf f for flat flat or gable roof (0<10') and 30.1 psf for hip or ,�! c
gamble roof (10'<0<45'). See component and cladding detail. t
2. The uplift pressure applies to the surface for Exposure C and mean of roof "4.) .
hei ght of 30 0 feet maximum. " ^� „� y
3. The installation requirements shown in table 3 call for spacing the hold down Revisions
straps at spacing based on the wind speeds and design load requirement in xJ
different areas. -
4. Solar collectors that extend into the exterior zone (zone -2 and zone -3) 1
O C' FASIENI
a ND PONDS more than one foot require additional straps on the portion of the panel in ... C.) C in 2
o the exterior zone straps at spacing as indicated in table 3 but decreased by A 'w` w` C U 2 Ma(
^ A ` N
vs t: ((. i 1 300 and 500 respectively.
mos. 5. The width or dimension of the strap in zone 2 and zone 3 is 100 of the 7 N
CD
COQ • • • • l o least horizontal dimension or 400 of the eave height, but not less than 3 " 8 E. N
2.75 a �
go Y-^/ 0.30 feet. -..A . .... y �
,.
TOP New
e
6. Strap spacing shown on these drawings details the installation requirements '. '• C W 9 n
o
SECnD1 A -A and stra s acing are for solar anels installed on ,
;VI aNP Y
.. '.-- P P 9 P plywood or Y2" OSB - � U C
1.0 nee �} roof sheating with the hardware shown in strap spacicinn g detail drawing. _ -, +- ` M
�.i L ,
A w 7. The strop spacing listed in table 3 reflects the specific wind load for ', ri (' C C 0.
0
15E CLAMP. 0z1 component and cladding installed in interior zone -1 (central roof area), `z'! CD •
5100 "r"' exterior zone -2, and corner zone -3 of the roof. V
r 8 . The design wind speed is 120 MPH, and associated design loads shown in the C
Q T ( table apply to component and cladding such as solar collector installed on a e� 0
4 S
e A building with a mean roof height of 30 feet, located in Exposure C on roof a t �' C
70R ASSE3AV 1 ) It 3
e ase a tilt angle of 0 to 45 degrees. The design loads for other desi n wind speeds and for structures at other height or tilts would vary and must be J • C TUBE IRON oe 1 ) determined on a case by case basis. W al
.111NG
TOP NEW J....125-4 ' � ^ 0 • 0
.NEW • C
al oms ONrz C 0 8
nweA°e° SURFACE ° 0 '�
1- 1/2' -10 ADDRESS TREAD C e
SECTION 21-B
a 1
Engineering Notes
v "I
Basic Wind Speed - 120 MPH
Wind Importance Factor - 1
Wind Exposure - C Z
Design Wind Pressure - 33.2 PSF
VALID FOR RESIDENTIAL APPLICATIONS UP TO THREE -STORY N ,w N
ONLY. FOR COMMERCIAL APPLICATIONS, CONTRACTOR SHALL '
SUBMIT SIGNED AND SEALED INSTALLATION DRAWINGS FOR N. mom r
EACH INDIVIDUAL PROJECT. )`
BASIS OF CALCULATION: 4.e BI Ir)
0 L J
1) Wind Speed: 120 mph •
V
I
2) Uplift Pressure: 33.2 psf
8) Panel Area (12 -foot panel):48 sf ... C w e
4) Panel Bank: 10 panel w
C 0. C
5) Fastener 14 -10 (.242•) wood screws i.. Q 0 I. 0
261.88 lbf /in thread force(southpine) i_`
o
290.86 lbf /in thread force(O88) "4 yiiie I,
240.48 lbf /in thread force(Plywood) CO 0 m
Q I 8)Fastener Length 4 in (m1.n thread length 2.826 in ANSI 618.8/1872 !t C l' - a
`I y N N
HP ROOF
(1O'<0<45') TYPICA CALCULATION: C
n ` tO -PANEL BANK (12 -FOOT LONG PANEL) • ' 1 0 «
mom
F -P•A "N 99.2 sf • 4B of • 10 " 3 rn
/ ( P ) ( ) ( ) ■ 16,898 lb =total uplift per bank !�j W CO
o
' 0
N
T I) 8 (THREAD LENGTH, in)•(THREAD FORCE, lbf /in)•(NIMBER OF FASTENER) , 1 8O.
8 ■
- (2.826 in)•(251.88 lb /in)w(2O) ■ 19,291 lb Z L t
Im 0
REFER TO TABLE 1 AND 2 FOR MORE INFORMATION L 0 N
CABI F ROOF w 0 O
(10' <0<45') LEGEND: CO ff o
1) P - Uplift pressure F v k
2) A - Maximum Collector's Area Q
•
)DING PRESSURE DETAIL 9) N - Maximum Number of Panels par Bank 5 7 DP Drawn
4) F - Total Uplift Force per Bank ei 1 \
6) S - Total Fastener Force �.., DP Checked
8) L - Fastener Length L V
perplan Scale
10/13/09 Date
Techno -solis File
Dwg. No.
S C
1 of 1
Darcy Unroe PE 60929
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