HomeMy WebLinkAbout23-744011 26 21 0010 12800 0070 5139 2Nd Street
Address: 5139 2Nd St Building Valuation: $1 .00
ZEPHYRHILLS, FL 33542 Electrical Valuation: $14,000.00
Phone: Mechanical Valuation:
AIN
Plumbing Valuation:
jj L f
Total Valuation: $14,001.00 aJ
Total Fees: $110.00
Amount Paid: $11 O.00
Date Paid: 12/27/2023 1:16:50PM
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
--,=*A ave.?
accordance with City Codes and Ordinances. N60CCUPANCY BEFOREc.6.
NO OCCUPANCY BEFORE C.O.
vt
CONTRACTOR SIGNATURE
PERMPE T OFFICE
IT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date ReceivedPhone Contact for P.rmittini
owner's Name DonnaDouglas Owner Phone Number 813-715-144"
Owner's Address 5139 2ND STREET. ZERi IYFIHiLLS, FL 33542 Owner Phone Number =
Fee Simple Titleholder Name Owner Phone Number F-==
Fee Simple Titleholder Address
JOB ADDRESS 5139 2ND STREET,EPHYRMILLS, FL 33542 LOT#
SUBDIVISION PARCEL
(OBTAINED FROMPROMIRTY TAX NOTICE)
WORK PROPOSED NEWCONsTI15P ADD/ALT SIGN DEMOLISH
El INSTALL LJ REPAIR
PROPOSED USE SFR COMM OTHER
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
Photovoltaic Renewable Energy Solar System on the roof
DESCRIPTION OF WORK Install
BUILDING SIZE = SO FOOTAGE = HEIGHT
XxxxtIt Ott
BUILDING I =14COW7 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL M7_1
L_
=PLUMBING r; ---------------
=MECI-ANICAL
AMP SERVICE M PROGRESS ENERGY [:3
VALUATION OF MECHANICAL INSTALLATION
W.R.E,C
mc
=GAS = ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS = FLOOD ZONE AREA =YES NO
BUILDER COMPANY
SIGNATURE ® REGISTERED LIRREI�I�Y I 1��
Address E======= License#
ELECTRICIAN COMPANY E;;
SIGNATURE E=::= REGISTERED Y I N; 1. �131RREN Y I 11=
Address E========== License#
PLUMBER COMPANY E
SIGNATURE REGISTERED 1E. �.RR.. Y I N;=
Address License#
MECHANICAL E; YIN �Ie. CIIRAeN��
SIGNATURE = COMPANY REGISTERED
Address License #
OTHER I COMPANY Freedom Solar Energy UC
S gik ER, Freedom
YIN
SIGNATURE REGISTERED
— -----------
Address 3 139 Pin Bluff Loop, Dade City, FL,33525 License# rcVC56990
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Slit Fence installed,
Sanitary Facilities & I clumpster; Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms, R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ $!it Fence installed,
Sanitary Facilities & I dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
***'PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2600, a Notice of Commencement Is required. (A/C upgrades over $7500)
- Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofis if shingles Sewers Service Upgrades A/C Fences (PlotSurvey/Footage)
Driveways -Not over Counter If on public roadways.. needs ROW
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions' which may be more restrictive
than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they
may be required to be licensed in accordance with state and local regulations. If the contractor Is not licensed as required by law, both the owner and
contractor may be cited for a misdemeanor violation under state law. If the owner or Intended contractor are uncertain as to what licensing requirements
may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009.
Furthermore, If the owner has hired a contractor or contractors, he is advised to have the contractors) sign portions of the "contractor Block" of this
application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in Pasco County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended The undersigned also understands, that
such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a "certificate of occupancy" or final power release. It the project does not involve a certificate of occupancy or final
power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer impact fees are due, 'they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances,
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): lfvaluation ofwork is $2,500.00 or more, I certify that 1, the applicant,
have been provided with a copy of the "Florida Construction Lion Law —Homeowner's Protection Guide" prepared by the Florida Department of
Agriculture and Consumer Affairs. It the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the "owner" prior to commencement.
CONTRACTOR'SIOWNER'S AFFIDAVIT: I certify that all the information In this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as
indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I
understand that the regulations of other government agencies may apply to the Intended work, and that it Is my responsibility to =dentify what actions I
must take to be In compliance, Such agencies include but are not liniftedto:
Department of Environmental Protection -Cypress Bayhoads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment,
Southwest Florida Water Management District -Wells, Cypress Bayheads, Welland Areas, Altering
Watercourses.
Army Corps of Engineers -Seawalls, Docks, Navigable Waterways,
Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency -Asbestos abatement.
Federal Aviation Authority -Runways.
I understanc that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone 'V" unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
.,compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required,
If I am the AGENT FOR THE OWNER, I promise In good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, deals, air conditioning, gas, or
other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter; or set aside any provisions of the technical codes, nor shall Issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become Invalid unless the work
authorized by such permit is commenced within six months of permit Issuance, or if work authorized by the permit is suspended or abandoned for a
period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered
abandoned.
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
FLORIDA JURAT (F,S, 117,03)
,- - 1111,
OWNER OR AG ftvAA ( 6 S
CONTRACTOR
AT.—, %m—, hb.efo�,. �m.th,.__
Subscribed and rr •fc-raffirmed before me this
Subscribed and m
by
' Ck1n.w �,m. �h.slh.v.
Nh—ots/are personally known to me or has/have produced
Who Is/are personally or p�duced
as identification.
as identification.
Notary Public
Notary Public
Co sign No.
C,mms5NI,,n No
Name of No'aryEyped, printed a€stamp
N.,hra y Ped, printed or sts m
KASIE LYNN VAUGHAN
ANotary Public - State Of Florida
Commission # HH 414246
ov,s MY Cut""). Expires Jun 26, 2027
Bonded through National Notary Assn,
KASIE LYNN VAUGHAN
Notary Public - State of Florida
. ,17 Commission # HH 414246
nr (f' " My Comm. Expires Jun 26, 2027
Rotated through National Notary Assn,
Inverter Type:
(26)IQ7HS-66-E-ACM-US
PSI Panel:
(26) SunPower SPR-M440-11-AC
Racking:
Invisimount Rail
Total Wattage:
11,440W DC
Roof Type:
Composition Shingles
Wind Load:
7 to 20 Deg
Fastener Type:
Use K2 Splice Foot
Sheet Index
S-1
Cover Sheet / Site Plan
S-2
Detail
E-I
One - Line
E-2
Electrical Code
S-IA
Mounting Plan
General Notes:
-1Q7HS-66-E-ACM-US Micro Inverters
are located on roof behind each module.
-First responder access maintained and
from adjacent roof.
-Wire run from array to connection is 40 feet.
5739 Gall Blvd,
Zcphyrhills FL, 33542
813-395-5956
-Jegend First responder access
Chimney
I J fli I 'I t M t e r Satellite
11V D isconnect Vent Pipe
E
N
Meets All Editions of Florida Fire Prevention Code 2020 7th Edition
Meets all requirements of 2018 Editions of NFPA- I and Nil PA- 10 1
occcss 11,ill
Represents all Fire Clearance 1st Responder Access
including Alternative methods minimum of 36" unobstructed as per
Section R324 of the 2020 IRC
Meets the requirements of the following- (2020 FL Residential Code & FBC, 7th Edition (2018 International
Residential Code) - 2nd Printing modified by the FL Building Standards, 2020 Florida Building Energy
Conservation Code 7th edition, City of Zephyrhills Code, 2017 National Electric Code.)
hoiall "', 111 be dk",�-o,,- tu )Jklnuladnrer
DONNA DOUGLAS
5139 2ND ST
ZEPHYRHILLS, FL
33542
Iles (2)
80
109'
.avout Subject to Change
Loop
Pensacola, F1, 32526
D. Chad Godwin, PE
ChadCq)/godwineng.com
Date: 11/29/2023
Drawn by: PP
Revised by:
'—Rev#: 00
Rev D:Ae:
Roof Type:
Roof Pitch & Overhang
Seal ing/Flashing
Extra Notes:
HIM.
Composition Shingles
4/12; 12" Overhang
K2 Splicefoot
(2) M5x6Omm SS Screws into Roof Rafters
2"x4" Wood Trusses Cc� 24" O.C.
All penetrations are sealed and flashed
Rafter Spans }Zone l Zone 2e, Zone gal one 2r: Zone 3e one 3r
E sed 1 48" 48 24 24" N/A N/A
Non -Exposed 48" 48 48 48" N/A N/A
-Roof Height 15' Inverter Type:
-Per 2020 FB(-", the lZoof Mounted 111V System PV Panel:
will be subject to the following design criteria: Racking:
Design Wind Speed(Vult) - 140mph 3 sec gust, Total Wattage:
Exposure Clategory - C' Roof Type:
Wind Load:
-Designed as per ASCE7-16 Fastener Type:
(26)IQ7HS-66-E-ACM-US
(26) SunPower SPR-M440-H-AC
Invisimount rail
11,440W DC
Composition Shingles
7 to 20 Deg
Use K2 Splice Foot
DONNA DOUGLAS
5139 2ND ST
ZEPHYRHILLS, FL
33542
M"'Idll vldl lo Mal-mL"C"urc,", sr)cc
GoIII dwin Engineering an4
Design, LLC
9378 Foxtail Loop
Pensacola, FL 32526
D. Chad Godwin, PE
Chadnq,godwineng.com
. . . . . . . . . . .
rMERVAM SeXAN 00MV,
5739 Gall Blvd.
Zephyrhills FL, 33542
813-395-5956
Drawn by: PP
Rev #: 00
Rev Date:
�Page:
NEMA 3R
Junction Box
Black - 1-1
Red - 1,2
Green - Ground
12-2 Rotnex can be used for interior
building and attic runs only. Do not use
rurnex in conduit or outdoor
environments.
10 AW(; 1-1 IWN for Home runs
(1)Line I
(1) lArte 2
3 Circuits
(1) EGC
nrsidc,'a) least 3/4" Condon (tbd on site)
Photovoltaics:
#12AWGTF1HN-THWN-2 w (26) SunPo er SPR-M440-H-AC
UL 9703
I
Grounding Conductor to be protected
#8 Awg or to be unprotected 46 Awg
250.64(B) 250,.66 & 250. 120(C)
ff M11 I
RATED AC OUTPUT CURRENT 41 6A
NOMINAL OPERATING VOLTAGE 240VAC
Inverters:
(26) IQ71-1S-66-E-ACM-US Micro Inverters
Circuits:
(2) circuits of (9) Modules
(1) circuit of (8) Modules
Maximum Inverters Per 20A Circuit (10)
M
Main Service Disconnect
200A Main
Supply Side SideTait
125 Load ('enter
60A S.CIke Rated
F,.,,d
60A Fu—
Micro Inverter Output Ckt Per String
20A
Ie-, _Ui
To Overcurrent Protection Device
14A
AC I)ncqrriact
DA . G—ind B..d
N-
AC Max Output Current
20A
AC Max Output Current 125% 1&0
Overcurrent Protection (A) 20
No. of Current Carrying Could <4
10A
Conductor Gauge (AWG) 10
Micro Inverter Total Output Ckt
Pvs(,
AC Max Output Current 4 - 1•6
AC Max Output Current * 125% 5ZU
Overcurrent Protection (A) -60
Conduit (in) L1,L2,N (Aw Ground (Awg)
0CPD
No. ofCurrent I I Carrying 11 I I Could <47
After Combine T-8
--o
0.75
6
60
Conductor Gauge (AWG) 6-
To Line Side Tap c
Lin Si� T,
0 75
N/A
60
I h .-, 1,
WcUl"Jim-, th"'ci '
In Case of Emergency Call
Freedorn Solar
Note-
-All wiring to meet the 2017 NEC and
Florida electric codes,
60A Disconnect
-Type of conduit to be determined
on site by contractor.
Me�:!'s 11, 12, f li'sull i I bc do"I" to spcc
I maroundcd tstern per 690A I (A)(4)
GFil' inusli he Instabred poi 2510,64
("LC fllusl be corlilliluous lill-splicc(I of lire\ eisfbk sPhcvd floill
triii, el ter to 4x1slin": sef " ice Ln ourld enl or corit Inuous fi om flie
arrm S to the e, u 1!n, scry icc ground cc <tcm
GVC nulst be 111m 9 A\VG and ijUitalled ill conduit
H Cd C is not in condult- it musi he =6 inin
Discon'nccls be \ 'fihile' adjac-..,Ti To
�Illd n'Tclu'r
AH La'!i N1?_'41i"�'s v'ill 1
rei'ectre Lmd all n_,qllit enlcm,', f r N' 2
NEC LABS:.._ NOT ES
I r I IS VJARNIN(SIGNS) OR LABEL(S) SHALL C01API-Y
�,NIUH NEC 110 21'B'
2 LABELS SHALL BE SUITABLE rOR I i-tE, -INVRONIME NI
';',A4ERE DiFY ARE INSTAL LFD
IABEI S TO BE A MIN [ ET TFR HEIGHT 011 3/8'AND
ERMANENTLY AF F JX1r E
4 LABELS SHALL ALSO COMP' Y V/1 i H f HE SPECHIC
RFQU1REMFNTS OF "I'AF AUTHORITY 1 iAV[rll(;
JAJRLSOJCTION,
Godwin Engineering and
Design, LLC
8378 Foxtail Loop
Pensacola, FL 32526
D. Chad Godwin., PE
C
Chad(a)godwineng.com
Customer Info:
DONNA DOUGLAS
5139 2ND ST
ZEPHYRHILLS, FL
33542
eee
5739 Gaill Blvd.
Zcphyrhills FL, 33542
813-395-5456
Date: 11/29/2023
Drawn by: PP
Revised by:
Rev Date: -
Page: I VxIT E-1
Rii,fat r. N, L( 312 9 fo,
Conditions on taps it, switch;
and over c,ineat devices
F 'ndosures
Ifthe conditions are not
t a tap b— will
need to he iristailed
and completed
Inc erterType:
IQ741S-66-E-AC,M-US
PV Panel:
(26)
SunPower SPR-M440-11-AC
Total Wattage:
11,440W D(',
R� =
N E , C 225
Disconnect means shall be provided for disconnecting all ungrounded
conductors that supply or pass through the building or structure Per Code
2017 NEC Section 225,31 & Section 225.32
NEC 230
- II'multiple set -vice disconnects are present, grouping cit'disconnects will be
done per NEC 230.72
NEC 690
- Rapid Shutdown Built in Per Code NEC
C 690.12
- E104, Construction documents specify PV system circuits installed on or in
buildings include a rapid shutdown function that controls specific
conductors in accordance with NEC article 690.12.
- E05. Those construction documents specify that a label is provided with the
method to initiate rapid shut down per 690.12(4).
- E06. Construction drawings specify buildings or structures with both utility
service and a PV system, complying with NEC article 690.12 shall have a
permanent plaque or directory including the following wording: "PHOTO
VOLTAIC SYS fEM F"QUIPPLI) WITI I RAPID SHUTDOWN" as per
NEC article 690.56 (C).
- 1-1'07. Construction documents specifs, PV power circuit labels shall appear
on every section of the wiring system that is separated by enclosures, walls,
partitions, ceilings, or floors.
- E08. Construction documents specift, all warning signts) or labels) shall
comply with NEC article 11021 (B), Label warnings shall adequately warn
of the hazard. Labels shall be permanently affixed to the equipment, and
Labels required shall be suitable for the environment.
NEC 705
- PV AC disconnect is lockable in the open position per code NEC 705.22(7)
- photovoltaic AC disconnect shall be capable of being locked in the open
position per NEC article 705.22(6).
- Photovoltaic AC 0,,ercurrent protection shall be located within 10 feet of
the point where conductors are connected to the service per NEC 705,31 ,
In compliance with NEC 250.58, NEC 690.8, NEC 250.24, NEV250,24(1))
System meets the grounding requirements of NEC 690A3
Grounding Electrode:
- All grounding Electrodes
'lectrodes will be at meter or Mf)P
- Ground Rods to be at least 8' long and 518" in diameter per NEC
250.52(A)(5)
- Add supplemental electrode as required
- System meets requirements ofNE'C250.50
90
All Exterior equipment is a minimum of Nerna-R3 Rated
Smoke Alarms per F.S. 553.883
All Electrical Service Equipment shall be located at or above Bl-'I-,-+I'()r
8M(fNAVD
- Install will be done to Manufacturer Spec
- Service Conductors are Parallel
- No interconnections to be performed on inside panels unless stated by the
contractor.
- The Contractor shall Be responsible for verifying all existing conditions,
and for conforming with these drawings in the event of any Unforeseen
circumstances.
- Plans Satisfy NEC 250.94 & NFC250.53(A)(2)
Note:
- Subject PV Systems has been designed to meet the requirments of the NEC
2017, and those set forth by the Florida Solar Energy Center Certification,
Including Maximum Number of Module Strings, Maximum number of
modules per string, Maximum Output, Module Manufacturer and model
number, inverter manufacturer and model number, as applicable.
- Markings shall be placed on all DC Conduits, DC Combiners, Raceways,
Enclosures, Junction Boxes. and Cable Assemblies at every 10', turns, and
above and below penetrations in compliance with NFPA
- All Interactive System(S) Points of interconnection with other sources shall
be marked at an accesible location at the disconnecting means as a power
source and with the rated ac output current and the nominal operating AC
voltage. Per NEC' 690.54
- Labels will be placed in the correct location Per Code NEC 690-56(14),
690.56(C), & 690.53
- Include required label for metallic raceways and conduits per NEC article
690.31(G)(3).
- Add required label per NIX` article 705.I0.
- Markings Shall Be reflective, Weather Resistant and suitable for the
environment.
- Markings Shall be red with white lettering with minimum 3/8" Capital
Letters
- NEC 705.10 A permanent plaque or directory, denoting the location of
all electric power source disconnecting means on or in the premises, shall
be installed at each service equipment location and at the location(s) of
the system disconnect(s) for all electric power production sources capable
of being interconnected. One sign required for each PV system.
I SOLAR PV SYSTEM EQUIPPED
318 IN MIN. TEXT I WITH RAPID SHUTDOWN
TURN RAPID
SHUTDOWN SWITCH TO
3/16 IN PAIN. TEXT THE "OFF POSITION TO
SHUT DOWN PV
SYSTEM AND REDUCE
SHOCK HAZARD IN THE
ARRAY.
hlsudl will be doll'c to S
Cnnnhill,"F X 111, U,01111pll,
Pcr Codle N FC 0 � '121
3* 20,,,-% I 25A
'No other loads u, lr,,,, idd,,-d
NEOr , 0i WCY.'t AND NFFA "l 12,211 1. It =22 1,4
AND PV SOLAR
ELECTRIC SYSTEM
Apply to Main Disconnect
In Case of Emergency Call
Freedom Solar
at 813-395-5956
11t, I n-miament sticker --idded to disconniect
DONNA DOUGLA
5139 2ND ST
ZEPHYRHIrm,
33542
Electrical Calculations
Inverter Output Ckt
To Overcurrent Protection Device with Copper
_Resqn Tempealue(l) 9,47
Max Arab Temp Range(F) 87,95 31015(8)(2
mp ftxtjiN of Cstn0oqrsr,, (C) i5°C
Current Carrving <4
AC Max Output Current ' 1,25N
Overcurrent Protection(A)
Amp Temp Correction Factor
Raceway Fill adjustment Factor
Cond, Affawable Arr
Land Adjusted Am
npauty Cherk I Per
mpacity Chpck 2 Per
52A
69U(8)
60A
0,94
130%
310,1518)(3)(a)
6
310,15(81(161
65A
51A
65A* 10 94=61 1A
_tal,
41,WI 25=60A<65fir lass
Pass
65A10,94A11=61.1A>41,6A Pass
Godwin Engineering and
Design, LLC
1360
8378 Foxtail Loop
gi
-k lee —
Pensacola, FL 32526
" W
Z:z
D. Chad Godwin. PE
ChadCaDgodwineng.com
0'-
IONA\-
E
5739 Gall Blvd,
Zephyrhills FL, 33542
813-395-5956
Drawn by: PP
Revised by:
00
Rev Date:
Page: I I fix 17" E-2
Inverter Type:
IQ71IS-66-E-ACM-IJS
PV Panel:
(26)
SunPower SPR-M440-11-AC
'total Wattage:
11,440NV DC'
12 mSplice Bar
52 K2 Splice Foot
46 Invisimount UFO's
12 Invisimount Sleeves/End Caps
2 Roof Top Combiner
3 Invisimount Gound Lungs
26 Sure ewer SPR-M440-H-AC
I 60A Fused Disconnect
2 60A Fuses
3 20A 2P Breakers
I 125A Load Center
I PVS6 Device
Ltcr'Spans
one I
Zlo-ne"12c,
Zone, 2n
Zone 2r
Zone 3e
Zqj�3r
Exposed
48"
48!'
24�'
24"
N/A
,
N/A
on -I xp
_48"
48"
48"
48"
Max Cantilever
16"
16f�
160
16"
NIA
N/A
Max Cantilever = Max Span * (31)
10"6
R-2
# Modules (2)
Pitch- 180
Azimuth- 109'
Inverter Type:
PV Panel:
Racking -
Total Wattage:
Roof Type:
Wind Load:
Fastener Type-
(26)IQ7HS-66-E-ACM-US
(26) Su Power SPIN-M440-H-AC
Invisimount rail
11,440W DC
Composition Shingles
7 to 20 Deg
Use K2 Splice Foot
No"
M
Proposed Mounting locations
# Modules (24) E
Pitch: 180
Exposed Non -Exposed
Azimuth: 289' Spacing Spacing
1 all HH! "t-, don,,-
ro LT S-OCC
00,
2+
Godwin Engineering and
Design, LLC
zz�,
C) rori
8378 Foxtail Loop
Pensacola, FI, 32526
D. Chad Godwin, PE
Chad(q�godwineng.corn
)3
Z
&
He
A
Fwv�_" SMAA 6#01~0
Customer Info: 5739 Gall Blvd.
ZephyrhilLs FL, 33542
913-395-5956
DONNA DOUGLAS Date: 11/29/2023
5139 2ND ST Drawn by: PP
ZEPHYRHILL, S, FL Revised b K:
33542 Rev #: 00
Rev Date:
Page: I I 11x1 7" S-1A
420-44OW Residential AC Module
Built specifically for Use with the SunPower Equinox'systern, the only fully
integrated solar solution designed, engineered, and war ranted by one corrtpany.
Highest Power AC Density Available,
r
tiD The patented, solid -copper foundation Maxeon Geri 6 cell is over
5% larger than prior generations, delivering the highest efficiency.
AC solar panel available.(AS
IMV
Highest I filet€rare Energy and Savings
Designed to deliver 60% more energy over 25 years in
real -world Conditions like partial shade and high temperatures.'
Best Reliability, Best Warranty
With more than 42.6 million and 15 GW modules deployed around
zw.
a,
d` the wand, SunPower technology is proven to last. That's why we
stand behind our module and rnicroinverter with the Industry's
best 25-year Combined Power and Product Warranty.
M-Series« M4401 M435 I M430 I M4251 M420 SunPowerO' Residential AC Module
�a
Inverter Model. Hype hl (Fnphase (Q7HS) @240VAC @208'VA(
- —_ -- - - - - - - ---- ----- -
Max Continuous Outpja Power (VA) 384 {69
Now (t t, `IoftzgelR 1ge' (`„ 24Q L'r 26z 208 / 83 )29
- - - -
Nax. Con,Pnuous Outiea` Current {Arms) 1 60 7
Max Urits per 20 A(L) Branch Circuit' 0 9
C FC Weighted Effie enc 97 G% 96 5%
Nora ffequency 60 1 fz
E xrended 'regue ,cy Range 47 -68 Hz
AC Sho,', Circuit < ul. <_urrer t Over 3 Cycles 4 82 A r rrs
Ove i voltage Class At Port
AC Port Backfeeo Current 18 mA
Power F,,ctor Semi g 0
6 r)wer Factor (ac,pstan{e} 9.85 (ir duel✓e)- 0.85 (capacitive)
444v n+cs- Pow tu- r>cc )1-yesr hr ntec ir,rmr warrantty
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EnDh a s e Ir S
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'To learn more about Enphase offerings, visit elaphase.com
The high-powered smart grid -ready
Errptii,o,ie 1Q7HS Microin,fferear- with integrated MC4
connectors dramatically simplify the installation
process while achieving the highest system
efficiency.
The IQ Series Microinverters extend the reliability
standards set forth by previous generations and
undergo over a million hours of power -on testing,
enabling Enphase to provide an industry -leading
warranty of up to 25 years.
Easy to Install
Lightweight and sirriple
Faster installation with 'Improved, lighter two -wire cabling
Built-in rapid shutdown croT,piant (NEC 2014,2017 & 2020)
Efficient and Reliable
Optimized for high powered 66-cell* modules
Highest CEC efficiency of 970%
More than a million hours of testing
Class It double -insulated enclosure
UL Hsted
Smart Grid Ready
Complies with advanced grid support, voltage and frequency
ride -through requirements
urrements
Remotely updates to respond to changing grid requirements
Configuinable for varying grid profiles
fleets CA Rule 21 (UL 1741 -SA)
The iQ7HS is required to sueport 66-cell modules.
ENPHASE
Enphase 1Q71 icroinverter
lNPUT DATA (DC)
IWHS-66-va US
p--serin--gi,'1-
-3-2-0—W -4-60- -W-
Module compatibility
66-cell PC modules
Maximurn input DC voltage
59 V
Peak power tracking voltage
38 V - 43 V
Operating range
20V-59V
Min/Max start voltage
30 V / 59 V
Max DC short circuit current (module Isc)
15A
Overviallage class DC port
41
tic port backleed current
0 A
PV array configuration
I x 1 ungrounded array. No additional DC side protection required;
AC side protection requires max 20A per branch circuit
OUTPUT DATA (AC)
@240 VAC @208 VAC
Maximum continuous output power
384 VA 369 VA
Nominal (E-L) InAtage/rarige,
240 A 1211-264 A 208 A / 181-229 V
Maximum continuous output current
1,60 A (240V) 1,77 A (208V)
No root frequency
60 his 60 Hz
Extended frequency range
47 to 68 Hz 47 to 68 Hz
AC short rarcurt farult current over 3 cycles
4.82 A 4.82 A
Maximum units per 20 A (L-L) branch circuit'
I'D 9
Overvaltage class AC port
Hi ED
AC port backfeed current
18 mA 18 mA
Power factor setting
i'D 1.0
Power factor (adjustable)
0,85 leading ...0.85lagging 0.85 leading 0-85 lagging
EFF11CIENCY
@240 V @208 V
weighted efficiency
970% 96.5 k
MECHANICAL DATA
a if6f range
-401C to +600C
Relative hurnimly range
as to 100% (condensing)
connector type
Starillph madeMC4
Dimensions (WxHx')Ij
212 nurn x 175 moo x 30.2 rrim (without bracket)
Weight
1,08 ka, (238 lbs)
Cooling
Natural convection - No fans
Approved forayer locations
Yes
Pollution degree
PD3
Enclosure
Class 11, corrosion resistant polymeric enclosure
Environmental category / UV exposure rating
NEMA type 6 / outdoor
Altitude
2000m
FEATURES
Disconnecting means
The AC and DC connectors have beer, evaluated and approved by UL for use as the load break
disconnect nears required by NEC 690 and C22,1 2018 Rule 64-220.
1, to enforced DC/AC ratio. See the cornpatibilily calculwo at httpaJJenphase,,vorVerr
2 Nominal voltage range can be extended beyond riommal it required by the utility,
3 [ irnite may vary. Refer to local recijimmeros to define thenumber of microinverters per branch ,r, you, area.
To learri more about Enphase offerings, visit enphase.com
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GODWIN ENGINEERING AND DESIGN, EL
8378 Foxtail Loop, Petasaaccda, FL 32526 1 (850)71'.2-4219 1 c11Ltcr) ,c c�aea ag.ct>t�t
December 19, 2023
To: Zephyrhills Building Department
5335 8th St.
Zephyrhills, FL 33542
Subject: Douglas - Residential PV Roof Mount Installation
5139 2nd St
Zephyrhills, FL 33542
To whom it may concern,
This letter is regarding the proposed installation of a rooftop -mounted Solar PV system on the existing residential
structure at the subject address. I have reviewed the attachment plan and have determined that the rooftop -mounted PV
system is in compliance with the applicable sections of the following Codes as amended and adopted by the jurisdiction
when installed in accordance with the manufacturer's installation instructions:
2020 Florida Building Code 7a' Edition, FBC
ASCE 7 Min. Design Loads for Buildings & Other Structures
Design Criteria: Design Wind Speed(Vult) - 140 mph 3sec gust, Exposure Category - C, Risk Category 11
The rooftop -mounted photovoltaic panel system has been designed in accordance with FRC R324.4. When roof
penetrations are necessary, they shall be flashed and sealed in accordance with the manufacture's installation instructions,
R905.17.3. The PV system consist of the modules, railing, and connection hardware. Refer to the specific roof type
calculation pages for PV dead loads. The portions of the existing structure covered with solar panels will be adequate for
supporting the roof loads per R324.4.1.1.
The securement method of the the PV system is to be mounted parallel to the structure with the site specific railing and
attachments according to the designed plans. The site specific wind load calculations for the module and their supports are
attached with this document. Fasteners shall be installed to the designated roof member with the proper torque from the
manufactures installation instructions.
The design wind pressures for rooftop solar panels located on enclosed or partially enclosed buildings of all heights, with
panels parallel to the roof surface with a tolerance of 2° and with a max height above the roof surface, h2, not exceeding 10
in. A min gap of 0.25 in shall be provided between all panels with the spacing of gaps between panels not exceeding 6.7 ft. in
addition the array shall be located at least 2h2 from the roof edge, a gable ridge, or a hip ridge.
It is the contractors responsibility to review all drawings for accuracy and notify the FOR of any discrepancies prior to
beginning construction. To the best of my knowledge, the plans and specifications comply with the minimum requirements
of the latest Florida Building code.
Please see attached documents and contact me should you have any questions,
Sincerely,
D Chad Godwin, PE 81360
Exp.02/28/2025
N,
f
Page 1 of 2
GODWIN ENGINEERING AND DESIGN, LLC
8378 Foxtail Loop, Pensacola, FL 32526 1(850)712-4219 1 -c, - - �V%J
Roof Angle 8' to 20'
The sec urement method of the PV system is to be mounted parallel to the Asphalt Shingle
Roof Type Gable
roof with the Invisinnount railing and K2 Splice Foot X flashings/attachments. The mounts
Roof Covering Asphalt Shingle p
.
should be staggered, where possible, to allow distribution of the design loads evenly to
Mean Roof Height is ft
the structure. The mounts shall be installed with (2) K2 Wood Screw, MIS x 60mm, SIG 0,42,
Rafter Spacing 24 in D.C.
to Rafter
Effective Wind Area
2039
ft-'
26.20 Exposure Cat, C
B,C, of D
Wind Directionality
K,
0.85
Table 26.6-1 Elevation <1000
Ft
I
Topographic factor
K,,
1.00
26.8 or 26.8.2 bldg. least don. dim (typ.) 360
in
Ground Elevation Factor
K,
1.00
Table 26.9-1 Roof.of . He, ht 15.00
ft
Velocity Exposure Coefficient
K,
0.85
Table 26,10-1 69=1W29&&A=
Array Edge Factor
yt
1.50
Exposed
29.4.4 Exposed factor = 1,5 for uplift loads on panels
that are
Array Edge Factor
1,00
Non. Exp
29A,4 c.p.-d and within A distance I,S(L,.) from
the end of
Solar Panel Equalization Factor
-1,
0.67
Fig. 29,4-8 a row at an exposed edge of the array, Modules are
Velocity Pressure
q,
21.75
psf
q,,=0.00256 KzK,AaK,V tondid.red Exposed if di to the .of edge,
on, of it,e following applies:
0.5h and
Added Safety Factor
I
Allowable Pullout per mount
507.0
lbs
1, d, to adjacent array > 4ft.
0.4h
or 0.6h
6.00
ft
List -0oh, GMCHn -Nah 2, 112 to the next adjacent mod > 4ft.
10% of least horizontal dim
3.00
It
lCoofl-Cho, M, 0,0,dh,wh[ch,,erissmlle,,b,t,,ott,sstha�,ith,,4%,fL,,,tho,.
Roof Zone Set Back
a
3.00
ft
0, aft. PI't "'f och)
h2
5
in
N,T > Ift(pa-1 height a b- -n
2h,
10
in
m.n Alstance -a, Shall bs no-s. -fsg, Gable Rug, or Np,iofo,
0.25
in
min gap between all panets but -, 6Jft
fill
1.00
ft
horizontal djo-ce -hogorai to panel edge
d2
0.25
ft
H.h-,W dio-,o from out, of-e panel to the nearest edge i, the next row
0.5h
7.50
ft
PVAttachment -fiesults
RI-R2 Roof Fores - Uable 8- to 20o
2r
2n 3e 3r
GC, - Uplift
2.0
2.0
2,6
6 -2.6 -3.0
GC, - Down
0.5
0.5
05
___I,
0.5 0.5 m
in = q,,(GCp)(g,)(y,,)Up
-41.1
-41,1
-54.2
-54.2 -54-2 -63.0 psf 29.4-7
Exposed
p = q,(GC,)(g,)(y,)UP
A
�6
-26,4
-35.2
-41.1
-35.2 -35,2 psf 29.4-7
Non-Exp.
p = q,(GC,)(g,)(V,)Down
16.0
16.0
16.0
16.0 16.0 16.0 psf 29,4-7
Exposed
p = qt,(GCr)(gJ(yJDcmm
16.0
16.0
16.0
16.0 16,0 16.0 psf 29.4-7
Non-Exp.
Point load (Portrait Rails)
-505
505
-333
-333 -333 -387 1b p ANf
Exposed
Point load (Portrait Rails)
-487.1
-487.1
-Z
1 2.6
-432.6-432.6 -504.5 lb p A,,
Non-Exp.7
Point Load (landscape Rails)
-417.2
-417.2
1 -367.3
3673 1 -3673 -426.8 lb p A,,,,
Exposed
Point Load (landscape Rails)
-268,5
-268.5
1 -357.7
357.7 1 -357.7 -417.2 lb p A',
Non-Exp.
Max Span (Portrait)
48
48
24
24 U 24 in
Exposed
Max Span (Portrait)
72
72
48
48 48 48 in
Non-Exp.
Max Span (landscape)
72
72
48
49 2L49 49 in
Exposed
Max Span (landscape)
72,
7Z
72
- ---J
72 72 72 in
Non-ExE.
Cantilever (Portrait)
16
16
8
8 8 8 in
Exposed
Cantilever (Portrait)
24
24
16
16 16 115- in
Non-Exp.
Cantilever (landscape)
24
24
16
Span r 33%
16 16 16 in
Exposed
Cantilever (Iandsca e�
=:J-
24
1 24 24 24 in
Non-Ex2.
Spans with Mafk4hpia"4 denote allowattle Module pressure racing is exceeded.
PV Dead Load
SPR-M4xx-H-AC420-440 Module S ec cations
QTY of Modules (26 in Portrait, j
26
ALLOWABLE o' F -e
Module Area
20.79
-----
ft r
I
CLAMPING AREA, rEMAN
Rail, Clamps, Mounts
I
lb/ft
PORTRAIT PA,I,
A
yp
Total Rail Length
179
ft
poor AT rAGHMcN1
Module
Array
K",
W",.d,
48
1248
lbs
lbs
PI POWLE
Micro/optimizer
W'11�'
104
lb
PV Rail
W"'
79
1,
�bs
cNQ of 130t1
1 3
360
#
Total Weight
W"'
3"1
Total Area
A,
540.67
ft
LANQ$C�PE RAIL
Dead Load
Do,
2,83
psf
71'
'y iow z
Weight/attachment
�4
las
FastenerAllowoble Pullout
Aft) B(ftJ C in Din E (i in
(
F (1`6�-
"si
(2) K2 Wood Screw, MIS
x 60mm, SG 0L42
6.14 3,39 1.97 15.75 1.97
14,9
4. C
Diameter
5mm
Smm
Module load ratios frisf) Ultimate Allowable( Ult /1. 5)
0.42
84X Snow 1276. 0
Load Rating --m75,6 ----75-
Portrait
Thread Embedment
Nt per
0.46875
in
Load Rating -Wind 0,4
# of Fastener
2
Load Rating -Snow 1260 0
Pullout Value (Source - NOA)
507.0
lbf
--75
Load Rating - Wind -75.6 0,4
Landscape
Page 2 of 2
GODWIN ENGINEERING AND DESIGN, L<L C
8378 Foxtail Loop, Peusacola, FL 32526 1 (8,0)712-4219 1 cl ad a off;' �tt1•�.cvt�?
December 19, 2023
To: Zephyrhills Building Department
5335 8th St.
Zephyrhills, FL 33542
Subject: Douglas - Residential PV Roof Mount Installation
5139 2nd St
Zephyrhills, FL 33542
To whom it may concern,
This letter is regarding the proposed installation of a rooftop -mounted Solar PV system on the existing residential
structure at the subject address. I have reviewed the attachment plan and have determined that the rooftop -mounted PV
system is in compliance with the applicable sections of the fallowing Codes as amended and adopted by the jurisdiction
when installed in accordance with the manufacturer's installation instructions:
2020 Florida Building Code 7`, Edition, FBC
ASCE 7 Min, Design Loads for Buildings & Other Structures
Design Criteria: Design Wind Speed(Vult) - 140 mph 3sec gust, Exposure Category - C, Risk Category 11
The rooftop -mounted photovoltaic panel system has been designed in accordance with FRC R324.4. When roof
penetrations are necessary, they shall be flashed and sealed in accordance with the manufacture's installation instructions,
11905,17,1 The PV system consist of the modules, railing, and connection hardware, Refer to the specific roof type
calculation pages for PV dead loads. The portions of the existing structure covered with solar panels will be adequate for
supporting the roof loads per R324.4.1, L
The securement method of the the PV system is to be mounted parallel to the structure with the site specific railing and
attachments according to the designed plans. The site specific wind load calculations for the module and their supports are
attached with this document. Fasteners shall be installed to the designated roof member with the proper torque from the
manufactures installation instructions.
The design wind pressures for rooftop solar panels located on enclosed or partially enclosed buildings of all heights, with
panels parallel to the roof surface with a tolerance of 2° and with a max height above the roof surface, h2, not exceeding 10
in, A min gap of 0.25 in shall be provided between all panels with the spacing of gaps between panels not exceeding 6.7 ft, in
addition the array shall be located at least 2112 from the roof edge, a gable ridge, or, a hip ridge.
It is the contractors responsibility to review all drawings for accuracy and notify the FOR of any discrepancies prior to
beginning construction, To the best of my knowledge, the plans and specifications comply with the minimum requirements
of the latest Florida Building code,
Please see attached documents and contact cne should you have any questions.
Sincerely,
D, Chad Godwin, PE 81360
F.xp, 02/28/2025
Page 1 of 2
GODWIN ENGINEERING AND DESIGN, LLC
8378 Foxtail Loop, Pensacola, FL 32526 1(850)712-4219 Jgbgi �iNwi�%%Je ,A1C91Li
Roof Angle S' to 20'
Roof Type Gable
The securement method of the PV system is to be mounted parallel to the Asphalt Shingle
Roof Covering ly Shingle
roof with the lovisinhount railing and K2 Splice Foot X flashings/attachments, The mounts
.halt
Mean Roof Height is ft
should be staggered, where possible, to allow distribution of the design loads evenly to
Rafter Spacing in O.C.
the structure. The mounts shall be installed with (2) K2 Wood Screw, MS x 60mm, SG 0,42
.�4
Rafter/Truss Size 2 x 4
to Rafter
Wind Speed (ascl)
108
mph
FRC R301.2.1.3
Basic Wind Speed (Ult) 140 mph I
Effective Wind Area
2039
ft 2
26.20
Exposure Cat, C B,C, or D
0.85
Wind Directionality K,
Table 26.6-1
Elevation <1000 ft
Topographic factor
K,
1,00
26.8 or 26.8.2
bag, least her. dim (typ,) 360 in
100
Ground Elevation Factor
K,
Table 26.9-1
Roof Height 15.00 ft
0.85
Velocity Exposure Coefficient K,
Table 26.10-1
Ex osed Module Qefinition
Array Edge Factor
It
1.50
Exposed
29,4.4
Exposed terror = 1.5 for uplift loads on panels that are
Array Edge Factor
11
1,00
Non. Exic
29.4.4
exposed and within a afixtepre L5r-,t from the end of
Solar Panel Equalization Factor
Velocity Pressure
Added Safety Factor
- l,
ck,
psf
Fig, 29,4-8
q-0,00256 K,K,,K,K, V�
a row at an exposed edge of the array. Modules are
-pifid-d Exposed if nir to the roof edge, O,Sh and
no, of the following applies
0,67
21.75
-
I
Allowable Pullout per mount
507.0
os
1, d, to adjacent array > Aft,
0.4h or 0.6h
6.00
ft
Fiat - 0.6h, Giib/Hip -0.4h
12, d2 to the next adjacent mod > 4ft.
- - -3.00
10% of least horizontal dim
ft
I DD, f I ... t h- Dim 01
0,4h, which -A, isbut no, [as-, m- ,t1m,,4% fLir,ol no,,
Roof Zone Set Back
a
3,00
ft
01 aft (flat --f 0,6h)
5
h,
in
Not, loinm-i height above
roof)
2h2
to
in
"min diloi- array shall be
from the pmf edge, Gwbii, Ridge, ., hip ddii,
in
min gap between all panel,
ent, oat, 6 7ft
LOO
di
ft
H.d,-i m-n- -1-mgmal
to ps,ai edge
0,25
d2
ft
Hpnlontxl di--. from edge of one A-s! to the nearest apse m IhA -1 row
0.5h
750 1
ft
GC' - Uplift -2.0
GC, - Down 0-5
p = q,(GCr)(g,)(VJUp -41.1
p = qk(GC,)(g,)(yJUP -726.4
---
p = qi,(GCP)(g,)(yJDown 16.0
p = %(GCp)(gJ(yJDown 16,0
Point load (Portrait Rails) -505
Point load (Portrait Rails) -487,1
Point Load (landscape Rails) 17.2
Point Load (landscape Rails) -268.5
Max Span (Portrait) 48
Max Span (Portrait) 72
Max Span (landscape) '12
Max Span (landscape) 72
Cantilever (Portrait) 16
Cantilever (Portrait) 24
Cantilever (landscape) 24
Cantilever (landscape) E24
*** Spans with
PVDeadLood
-2.0
-2.6
1 -2.6
-2.6
-3.0 1
-6.0 psf 29r4-7 Exposed
--74 1 1 psf 29.4-7 Non-Exp.
16.0 psf 29.4-7 Exposed
16,0 psf 29.4 7 Non-Exp.
-387 lb p Ae, Exposed
-504,5 lb p A,, Non-Exp.
-426,8 in p A,,,, Exposed
-417,2 1 b p A,, Non-Exp.
c4 in Exposed
48 in Non-Exp.
48 in Exposed
72 in Non -Ex
8 in Exposed
16 in Span 33% Non-Exp.
16 1 in Exposed
-1
24in Non-Exp.
Is exceeded.
Module Specifications
6.5
0.5
:L5
0.5
-41A
-5 2
'4 2
2
4�
-54,2
-26.4
E
�15 1
�11� �2
3,12
16.0
16.0
6 ��
16.0
'6 0
16.0
16.0
16.0
16.0
16,0
-505
-333
-333
-333
-487A
-432.6
-432.6
-432.6
417,2
-3673
-3673
-3673
-268.5
48
-357.7
24
-737.7-
'La
-
7 57.7
24
72
48
48
48
72
5
49
49
49
72
16
72
8
72
8
72
8
24
16
I -16
16
24
16
1 16
16 1
24
denote
allowable
Module
SPR-M4xx--H-AC420-440
24 1
pressure rating
QTY of Modules (26 in Portrait,)
Module Area
Rail, Clamps, Mounts
Total Rail Length
Module W,_,
Array W
Micro/optimizer W,,,,,
PV Rail Wpv,an
Total Weight Wtetal
Total Area A
Dead Load D,
Weight/attachment
26
"O'c"'PLE
CLAAsarNG AREA -LW
PORTRAD' Rini,
o'
Roof ATTAQuMeNT
ev WDME
ENDE OF Ross
tANDKAM RAIL.
, F
ix"
i
.4,
ti
ew Oil,
20.79 11
ft2
lb/ft
ft
lb,
lbs
lbs
lbs
Ins
If 2
psf
ds -
I
179
48
1248
104
'It 79i
1531
540.67
2.83
P!29E.4�
Thread Embedment be
# of Fastene
Pullout Value (Source - NOA
Load Rating - Wind
Load Rating - Snow
Portrait
Landscape
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