HomeMy WebLinkAbout22-4937��~�xm *�� ��� �� ��.~�0
��� ^�m Zephyrhills �� � w
5335Eighth Stnaot
ZephyrhiUa.FL33542
Phone: /O13\78O-O82U
Issue Date: 10/06/2022
91,
Name: KENNETH & CASSANDRA EATON Permit Type: Electric Service Replacement/M Contractor: ADT SOLAR LLC
Class of Work: Add/Alter Residential
�Address: 39810Amothyv vvuy
� ZEPHYRH|LLS FL 33540
�Phone: (407) 813-2218
| INSTALLATION ROOF MOUNT PvSOLAR
Electrical Permit Fee
Building Valuation: $5V0{0
Electrical Valuation: $43.n3o.oV
Mechanical Valuation:
Plumbing Valuation:
Total Valuation: o43.533,V0
Total Fees: $300.16
Amount Pam:$SoU10
Date Paid: 10/6/2022 9:14:38AM
$255.16 Building Permit Fee
REUNSPECTmON FEES: (c)VVith respect to Reinspection fees will comply with Florida Statute 55380/2\ he
local government shall impose afee mffour times the amount mfthe fee imposed for the initial inspection or
firmtreXnspnctionwhichever is greater, for each subsequent nminsct1
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 emwater management, state agencies orfederal agencies.
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CON. -CTOR SIGNATURE PEfAIT OFFICE[)
PERMIT EKPIRES 1116 MONTHS WITHOUT APPROVED 111,SPECTIOK
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received Phone Contact for Permitting 813 538 -- 7396
s s x s s x s s s_tt_a_m._a_a_. __. slats W.Asa .....
Owner's Name Cassandra Eaton I Owner Phone Number
Owner's Address k9616 Ameth St Wa , Ze h rhillS, FL 33 0 Owner Phone Number
Fee Simple Titleholder Name �T Owner Phone Number f
Fee Simple Titleholder Address
JOB ADDRESS 39616 Amethyst Way, Ze h rhills, FL 33540 LOT# 25
SUBDIVISION The Emerald Pointe RV RStPARCELto# 24-26-21-0020-00000-0250
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR ADD/ALT SIGN DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR COMM OTHER oar
TYPE OF CONSTRUCTION BLOCK a FRAME STEEL
DESCRIPTION OF WORK Installation of PV sDlar panels on existing roof.
BUILDING SIZE F SO FOOTAGE HEIGHT
� � �'�� t � �'� �. E �:"ice+€ 3. S € C-g-� € R. �q€ i � �:�.�. € € x:�"� �. € �:��'�. # ����. � L 5�#: � ~•a 4�_�.� � � ��g � ���a
LE]
BUILDING $ 43033.00 VALUATION OF TOTAL CONSTRUCTION
FX7ELECTRICAL _ AMP SERVICE PROGRESS ENERGY W.R.E.C.
PLUMBING
=MECHANICAL S VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
3.
BUILDER i 5 `;`_ _, COMPANY ADT Solar LLC
SIGNATURE { '�� REGISTERED Y / N FEE CURREN
Address 4492 Eagle Falls PL Tampa FL 33619 License# EC13001242 T
ELECTRICIAN COMPANY ADT Solar LLC
.�
SIGNATURE REGISTERED Y/ N FEE CURREN Y I N
Address 4492 Ea le Falls PL Tampa FL 33619 License# I EC13001242
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y I N
Address License#
MECHANICAL COMPANY
SIGNATURE F REGISTERED Y / N FEE CURREN -Y_/ N
Address License #
OTHER COMPANY
SIGNATURE REGISTERED Y / N FEE CURREN
Address License #
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/ Silt Fence installed,
Sanitary Facilities & 1 dumpster; 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, Stornwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 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 $2500, a Notice of Commencement is required. (A/C upgrades over $7500)
** Agent (for the contractor) or Power of Attomey (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Rowers if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/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 contractor(s) 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 pen- fitting 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. If 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): If valuation of work is $2,500.00 or more, I certify that 1, the applicant,
have been provided with a copy of the 'Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of
Agriculture and Consumer Affairs, If 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'S/OWNER'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 identify what actions I
most take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection -Cypress Fayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland 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 understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone W" 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, pools, 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
WITH YOUR LENDER OR AN ATTORNEY BED R DING `(� NOTICE �MENCEME T.
FLORIDA JURAT (F.S. 117.03)
OWNER OR AGENT CONTRACTOR
%1%1�;r swKn a bqtore me this d sworn to or affirmed) before me this
to 0 IQ M SNAY21 b
n E, aimed Ronnie Padgett
Who Ware personally known to me or has/have produced Who is/are personally known to me or has/have produced
as identification. as identification.
—Notary Public
Commission No.
Name of Notary typed, printed or stamped
Test L CHAPEL
0 NMny Public - Uae, Of Refida
Conim4sion N HH 056733
MY Comm, &xpxvs Do 25, 2024
Notary Public
Commission No.
Name of Notary typed, printed or stamped
TORI L CHAPEL
NsAary Public - Uat# of Florsida
Commission N HH 056733
Ay CA*rt, Expires, Oct Z5, 1014
.A t?-- STc=.-.
., 1W 813-780-0020
AIk �11
City of Zephyrhills Permit Application
Building Department
I Date Received 813 538 7396
Phone Contact for Permitting [( � ) --
4.r` Ita% tog 9 14 I.�'S'.a:—+6r':c--�ra'�e�� lr""€"'fl-�€�'� & a r€ a a I a t� It 6
�P 1! Owner's Name Cassandra Eaton _ _I Owner Phone Number L
Owner's Address l 9616 Amethyst Way, Zephyrhills, FL 33-940 Owner Phone Number
Fee Simple Titleholder Name - Owner Phone Number
Fax-813-780-0021
Fee Simple Titleholder Address
JOB ADDRESS L 39616 Amethyst Way, Zephyrhills, FL 33540 _j LOT# 25 I
SUBDIVISION The Emerald Pointe RV RstPARCELID# 24-26-21-0020-00000-0250
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR e ADD/ALT SIGN DEMOLISH
11 INSTALL REPAIR
PROPOSED USE [X SFR COMM OTHER I Oar
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
t r
DESCRIPTION OF WORK
BUILDING SIZE SQ FOOTAGE HEIGHT
BUILDING 3 43033.00 VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL $ 500.00 AMP SERVICE PROGRESS ENERGY W.R.E.C.
=PLUMBING $
I
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER /�`� S .�' � COMPANY AI Solar LLC
SIGNATURE ( REGISTERED 1k_Y7N_J FEECURREN
Address 4492 Ea le Falls PL Tampa FL 33619 License# EC13001242
ELECTRICIAN AIar LLGCOMPANY SIGNATU RS fi` REGISTERED Y / N FEE CURREN Y / N
Address 4492 Eagle Falls PL Tampa FL 33619 License# EC13001242
PLUMBER COMPANY
SIGNATURE REGISTERED Y / N _ FEECURREN _Y 1 N
Address License #
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y I N
Address License #
OTHER COMPANY
SIGNATURE ( REGISTERED Y / N FEE CURREN
Address License #
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/ Silt Fence installed,
Sanitary Facilities & 1 dumpster; 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, Stom-water Plans w/ Silt Fence installed,
Sanitary Facilities & 1 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 $2500, a Notice of Commencement is required. (A/C upgrades over $7500)
— Agent (for the contractor) or Power of Attomey (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Remofs if shingles Sewers Service Upgrades A/C Fences (PIot/Survey/Footage)
Driveways -Not over Counter if on public madways..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" resin etions' 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 contractor(s) 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 property 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. If 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): If valuation of work is $2,500.00 or more, I certify that I, the applicant,
have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of
Agriculture and Consumer Affairs. If 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'S/OWNER'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 identify what actions I
must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, WatenWastewater Treatment.
Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland 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 understand 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, 1 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, pools, 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, after, 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.
FLORIDA JURAT (F.S. 117.03) _
OWNER OR AGENT l `-^ter`,/ CONTRACTOR
�N�pp gg�pp rid swan to (or apme�1) b (ore me this Sy�b,�s gy a d sworn to (or affirmed > before me this
2$�b1 L by K01(112 F agget UtS�k71�� by Ronnie Padgett _
Who Were personally known` to rite or has/have produced Who ` 8Ia persQ atiy know to T 8ror has/have produced
as identification. as Identification.
Notary Public
Commission No.
Name of Notary typed, printed or stamped
.+ '° 70Qr L CHAPEL
Notary PubJIc State pf 19.rda
Commission x HN 056731
ar h
My Camm.:xpPes Oct 25. Ets2a
Notary Public
v%
Commission No.
Name of Notary typed, printed or stamped
K
TORI L CRAM" Public Stag of Floridammission # HN 05b733*m. E»pvas Oct 35.1024
1011 N Causeway Blvd, Suite 19 + Mandeville, Louisiana 70471 + Phone: 985,624-5001 + Fax: 985,624,5303
August 2022
Property Owner: Cassandra Eaton
Property Address: 39616 Amethyst Way, Zephyrhills, FL 33540
RE: Photovoltaic System Roof Installations
I have reviewed the existing structure referenced above to determine the adequacy of the existing structure support
the proposed installation of an array of solar panels on the roof.
Based on my review, the existing structure is adequate to support the proposed solar panel installation. This
assessment is based on recent on -site inspection by solar inspectors and photographs of the existing structure.
The photovoltaic system is designed to withstand uplift and downward forces; our assessment is regarding
the structure's support of the array. Stresses induced by the introduction of individual mount loads on the rafters or
truss top chord are within acceptable limits as shown on the attached calculations. The structural considerations used in
our review and assessment include the following:
Evaluation Criteria:
Applied Codes: ASCE 7-16 FBC 2020
Risk Category: It
Design Wind Speed (3-second gust): 137 MPH
Wind Exposure Category: C
Ground Snow Load: 0 PSF
Seismic Design Category D
Existing _StructtLre-
Roof Material: Shingle
Roofing Structure: 2x Wood Rafters/Truss Top Chord
Roof Slope: 1/12
NEC 2017
F,=
in
PRINCIPAL ENGINEERING, INC.
1011 N. CAUSEWAY BLVD. STE 19
MANDEVILLE, LA 70471
985.624.5001
INFO@PI-AEC.COM
FLORIDA FIRW-n0—.30b-4-9r--
PRINCIPAL Infrastructure'
Architecture * Engineering + Construction
wwwpi-acc.com * infoC�,,,pi-aec.com
Architecture + bkgineering * Construction
Page 2 of 3
Effect of the Solar Array on Structure Loading:
Gravitv Loads:,
Per IBC Section 1607.12.5.1, the areas of the roof where solar panels are located are considered
inaccessible, and therefore not subject to roof live loading. Live load in these areas is replaced by the dead
load of the solar array, 3 psf. The total gravity load on the structure is therefore reduced and the structure
may remain unaltered. Connections of the mounts to the underlying structure are to be installed in a
staggered pattern, except at the array ends, to distribute the loading evenly to the roof structure. The
stresses within the rafters or truss top chord due to the introduction of discrete mount loads are within acceptable I
imits, as shown on the attached calculations.
Wind Load:
The solar panel array will be flush mounted (no more than 6" above the surrounding roof surface, and
parallel to the roof surface. Any additional wind loading on the structure due to the presence of the array is
negligible. The array structure is designed by the manufacturer to withstand uplift and downward forces
resulting from wind and snow loads. The attached calculations verify the capacity of the connection of the
solar array to the roof to resist uplift due to wind loads, the governing load case.
Snow Load:
The reduced friction of the glass surface of the solar panels allows for the lower slope factor (C,) per
Section 7.4 of ASCE 7-16 resulting in a reduced design snow load for the structure. This analysis
conservatively considered the snow load to be unchanged.
Seismic Load:
Analysis shows that additional seismic loads due to the array installation will be small. Even conservatively
neglecting the wall materials, the solar panel installation represents an increase in the total weight of the
roof and corresponding seismic load of less than 10%. This magnitude of additional forces meets the
requirements of the exception in Section 1113.4 of ASCE 7-16 . The existing lateral force resisting system
of the structure is therefore allowed to remain unaltered.
6,S44#1848, ##4
qiIFRA *
NC �f
00
1111111a. 71950
14
STATIE OF 4V
R1
MANDEVILLE, LA 70471
985.624,5001
INFO@PI-AEC,COM
FLORIDA FIRM NO. 30649
"Improving the PRINCIPAL Infrastructure of our World"
PRINCIPAL Engineering
Architecture * Engineering * Construction
Page 3 of 3
Conclusion:
To the best of my professional knowledge and belief, the subject construction and photovoltaic system
installation will be in compliance with all state and local building codes and guidelines in effect at the time
of our review.
Limitations:
Engineer's assessment of the existing structure is based on recent field reports and current photographs of
the elements of the structure that were readily accessible at the time of inspection. The design of the solar
panel racking (mounts, rails, connectors, etc.), connections between the racking and panels, and electrical
engineering related to the installation are the responsibility of others. The photovoltaic system installation
must be by competent personnel in accordance with manufacturer recommendations and specifications and
should meet or exceed industry standards for quality. The contractor is responsible for ensuring that the
solar array is installed according to the approved plans and must notify the engineer of any undocumented
damage or deterioration of the structure, or of discrepancies between the conditions depicted in the
approved plans and those discovered on site so that the project may be reevaluated and altered as required.
Engineer does not assume any responsibility for improper installation of the proposed photovoltaic system.
0 9 H 101 to I UWAI 0201 [011 ill I a III H 101 Im 101
MANDEVILLE, LA 70471
985.624.5001
INFO@PI-AEC.COM
FLORIDA FIRM NO. 30649
"Improving the PRINCIPAL Infrastructure of our World'
Uplift and Wind Downforce Calculation Summary (ASCE 7-16)
Mount, Rack, & Panel Proportioning
Point Load Check and Rafter Stress Analysis
Property owner:
Cassandra Eaton
Max. Individual Panel Dimensions
Project Address.
39616 Amethyst Way
Length (in)
Width (in)
I Area (sf)
City, State:
Zephyrhills, FL 33540
77
39
20.85
Dimensions: Length:04.8'
3
Width.0
Height (h)i 0 Fig
-.__ on 12 = " Mu
Roof Configuration
Gable
Roof Structure '
2x Rafters
Roof Material
Plywood
Risk Category:
if
Basic Wind Speed:
137 F
Exposure Category:
C F
Topographic Factor (Kt)
1.40 F
Wind Pressure @ h=30, Pnet30
See Table Belm
Ht. & Exposure Adjustment (A)
1.4 F
Adjusted Wind Pressures, P-t
See Table Belos
Effective Wind Area (sf):
10.43 (�
Greater Dimenslon 53
Least Dimension 30
30.4-1, valid under 60' ✓
st be less than 45° ✓
n 26.5-1
26.7
26.8-1
Fig.30.4-1
30.4-1
Eq. 30.4-1
!a per individual mount)
1- 1-111- 1141IL411- y... -.... - k'- -I.-- 1
2 - Roof Height x 0.4 . 12
3 - Least Roof Horizontal Dimension (L or W) x 0.04 1.2
4 - Least of (1) and (2) 3
5 - Greater of (3) and (4), 3
6 - Greater of (5) and 3 feet a= 3
CAUSEWAYPRINCIPAL ENGINEERING, INC.
1011 N. BLVD. i
1 , 1 70471
• 5 ♦ l
,5001
PRINCIPAL
j ENGINEERING,
U011 N. CAUSEWAY BLVD. i
985.624.5001
!.y�r / w i
t 1 / : O
Snow Load
GroUnd now Load, pg
Terrain Category:
Exposure
Exposure FactorCe
Thermal Factor, Ct
Importance Factor, Is
Roof Configuration
Roof Slope
Distance from Eave to Ridge
p., Minimum required Snow Load
pf, Calculated Snow Load
pf, Design Snow Load
0.0
From ASCE 7 or AHJ
Para 6.5.6.3
Table 7-2
Table 7-3
Table 1.5,2
Para. 7.3.4
Eq. 7.3-1
C
Fully
019
1.2
110
Gable
04,8*
15.0
0.00 psf
0.00
0.00 psf
Zone 1:
3 rails, mounts @ 2 ft. o.c.
Zone 2r:
N/A
Zone 1':
2 rails, mounts @ 2 ft. o.c.
Zone 3:
4 rails, mounts @ 2 ft. o.c.
Zone 2:
3 rails, mounts @ 2 ft. o.c.
Zone 3e:
N/A
Zone 2e:
N/A
Zone 3r:
N/A
Zone 2n:
N/A
PRINCIPAL ENGINEERING, INC.
(011 N. CAUSEWAY BLVD. STE 19
MANDEVILLE, LA 70471
985.624,5001
INFO@PI-AEC.COM
FLO RI DA-QLUa.A!4L-W"q—
2118ITlE NOTES:CONTRACTOR
2,4�GACCONDUCTORS COLORED OR MARKED ASFOLLOWS: 271 INTERCONNECTION
PHASE AORL1 BLACK PHASE BORL2-REDOROTHER
2.1.2ALADDER �WLL8E|NPLACE FOR <MSPECT0N|MCDKAPLLANCEVWTH 'Kilu
CONVENTION |FTHREE PHASE PHASE CORL3'BLUE 272LOAD-SIDE INTERCONNECTION SHALL BE|N
OSHA REGULATIONS. ' � �
2�1�3THE�VK�(}DULESARECONS|DE�EONOM'COK8BUST|BLEANDTHB YELLOVKORANE)E°°.[)ROTHER CONVENTION NEUTRAL- ACCORDANCE VNTH[NEC 7U5.12(B)] Op
WHITE ORGREY |N440|REDELTA CONNECTED SYSTEMS THE 273THE SUM QFTHE UTILITY OCPDAND INVERTER
SYSTEM |SAUTILITY INTERACTIVE SYSTEM WITH NQSTORAGE
PHASE WITH HIGHER VOLTAGE TOBEMARKED ORANGE [NEC CONTINUOUS OUTPUT MAY NOT EXCEED 120Y&OF
BATTERIES.
11015] BUSBARRATIN{�[NEC 7O512(8)(2)(3)(b)]
2�1.4THE SOLAR PVINSTALLATION VNLLNOT OBSTRUCT ANY PLUK�B|NG.
274THE SUK8OF125PERCENT OFTHE POVVER PHONE: 9152011490
K8ECHANICAL.ORBUILDING ROOF VENTS. 2.5.1 �
2.1.5pR0pERACCESSAND VyORK|N{�CLEARANCE AROUND EXISTING SOURCE(S)0UTPUTO�CU|TCURRENTANDTHE
RATING OFTHE OVERCURRENTDEVICE PROTECTING PROJECT NAME & ADDRESS
AND PROPOSED ELECTRICAL EQUIPMENT WILL BEPROVIDED AS 2.5.2GROUNDING SYSTEM COMPONENTS SHALL BELISTED FOR
THE BUSBARSHALL NOT EXCEED 120PERCENT DFTHE
PER3ECT|ONNEC 11U2S THEIR PURPOSE, AND GROUNDING DEVISES EXPOSED TOTHE
AK8PAC|TYOFTHE BUSBAR PVDEDICATED BACKFEEO
2,1.SROOF COVERINGS SHALL BEDESIGNED, INSTALLED, AND ELEMENTS SHALL BERATED FOR SUCH USE. '
BREAKERSK8USTBELOCATEDOPPOS|TEENDDFTHE
MAINTAINED |NACCORDANCE WITH THIS CODE AND THE APPROVED 2�5.3PVEQUIPMENT SHALL BEGROUNDED ACCORDING TONEC
K8ANUFACTURER'SINSTRUCTIONS SUCH THAT THE ROOF COVER|N{� OQO.43AND K�|N|K8Uk8NEC TABLE 250.122 BUSFROk8THEUTiL!TYSOU�CEOCPD[NEC
39616 AMETHYST WAY,
SERVES TOPROTECT THE BUILDING ORSTRUCTURE, 25.4K8ETALPARTS OFK8ODULEFRAK�ES.K�ODULERACKING, AND 7O5�12(B)(2)(3)]�
275ATK8ULT|PLEELECTR|CPOVVERSOURCESOUTPUT
2.2.1EENCLOSURES CONSIDERED GROUNDED |NACCORD VNTH25O134 � �
COMBINER PANELTOTAL RATING OFALL
AND25O.12G(A). '
OVERCURRENTDB/|CESSHALLNOTEXCEED
222 ALL EQUIPMENT SHALL MEET MINIMUM SETBACKS AS REQUIRED BY 2.5.5 EQUIPMENT GROUNDING CONDUCTORS SHALLBE SIZED
AK8PAC|TYOF8USBAR HO�EVERTHE COK4B|NED COUNTY:-PASCO COUNTY
NEC 11O�26� ACCORD|N{�TQNEC GQO.45AND K�|CRO|NVERT�R � '
0VERCURRENTDEVICE MAY 8EEXCLUDED SYSTEM SIZE
2.23WIRING SYSTEMS INSTALLED |NDIRECT SUNLIGHT MUST 8ERATED K8ANUFACTORERS'|NSTRUCT|ONS.
FOR EXPECTED OPERATING TEK8PER/g'UREASSPECIFIED 8YNEC GQ0.312.5.8EACH K4ODULEVV|LLBEGROUNDED US|N{�VVEEB A�CORD|NQTUNEC70512(B)(2)(3)(�)�
AC SIZE: 5.510 KW AC
(\).(C)AND NEC TABLES 3iO.15(B)(2)�QAND 310.15(B)(3)(C). GROUND|N[�CLIPS ABSHOVVN|W 2�7�OFEEOERTAP|NTERCOME�T|8N(LUADS|DE)
22.4JUNCT0NAND PULL BOXES PERK8|TTEDINSTALLED UNDER PV K�ANUFACTURERDOCU|NENT/g'|ONAND APPROVED BYTHE AHJ ACCO�D|N{�TDNEC7O5�12(B)(2)(1)
MODULES ACCORDING TONEC 6Q834 |FVVEE8SARE NOT USED, MODULE GROUNDING LUGS MUST BE 2.7.7SUPPLYS|DETAP)NTERCONNECT|ONACCORD|NG
PRINCIPAL
2.2.5ADDITIONAL ACD|SCONWECT(S)SHALL BEPROVIDED WHERE THE INSTALLED ATTHE SPECIFIED GROUNDING LUG HOLES PER THE TONEC 705,12(A)WITH SERVICE ENTRANCE
INVERTER |SNOT WITHIN SIGHT 0FTHE ACSERVICING DISCONNECT, MANUFACTURERS' INSTALLATION REQUIREMENTS. CONDUCTORS |NACCORDANCE WITH NEC 23O42 Fngimwringl Inc278BACKFEED|NGBREAKERFORELECTR|CpOVVER
22GALL E(]U|P&1EMTSHALL BEINSTALLED ACCESSIBLE TO{}UAL|F|ED 257THEGROUND|�GCONWECT|ONTOAK8ODOLESHALLBE ..
� �
PERSONNEL ACCORDING TONEC APPLICABLE CODES. ARRANGED SUCH THAT THE REMOVAL OFAMODULE DOES NOT SOURCES OUTPUT |SEXEMPT FROM ADDITIONAL
227ALL COMPONENTS ARE LISTED FOR THEIR PURPOSE AND RATED INTERRUPT AGROUNDING CONDUCTOR TDANOTHER MODULE. FASTENING [NEC 7O5.12(B)(5)]
FOR OUTDOOR USAGE WHEN APPROPRIATE. 2.5.OGROUNDING AND BONDING CONDUCTORS, |FINSULATED,
231 STRUCTURAL NOTES: SHALL BECOLORED GREEN ORMARKED GREEN |F#4AVVCOR
LARGER [NEC 25O.11Q]
2.2.2RACKING SYSTEM &PVARRAY WILL BEINSTALLED ACCORDING TO 2.5�gTHE GROUNDING ELECTRODE SYSTEM COMPLIES WITH NEC
CODE -COMPLIANT INSTALLATION MANUAL. TOP CLAMPS REQUIRE A 608,47AND NEC 25O5OTHROUGH 25O.1OG.|FEXISTING SYSTEM !S
DESIGNATED SPACE BETWEEN MODULES, AND RAILS K8USTALSD INACCESSIBLE, DRINADEQUATE, AGROUNDING ELECTRODE ism 71,350
EXTEND AMINIMUM DISTANCE BEYOND EITHER EDGE QFTHE SYSTEM PROVIDED ACCORDING TONEC 25O.NEC SQ8.47ANDit
ARRAY/SUBARRAY.ACCORDING TORA|MANUFACTURER'S AHJ.
INSTRUCTIONS. 25.10GROUND-FAULT DETECTION SHALL COMPLY WITH NEC STATE OF
2.3.3JUNCTION BOX WILL BEINSTALLED PER MANUFACTURERS' GAO41(8)(1)AND (2)TOREDUCE FIRE HAZARDS
SPECIFICATIONS. |FROOF-PENETRATING TYPE, |TSHALL BEFLASHED &
SEALED PER LOCAL REQUIREMENTS. 2.6.1 DISCONNECTION AND OVER -CURRENT PROTECTION
234ROOF�OPPENETRAT}ONS�OR�VF��EVVAYVNLLBECOKAPLETED � � NOTES. -
AND SEALED W/ APPROVED CHEMICAL SEALANT PER CODE BY A 2.6.2DISCONNECTING SWITCHES SHALL BEWIRED SUCH
LICENSED CONTRACTOR. THAT VVHENTHESWITCH |SOPENED THE CONDUCTORS
2.3.5ALL PVRELATED ROOF ATTACHMENTS TOBESPACED NQ REMAINING ENERGIZED ARECONNECTEDTOTHE TERMINALS PRINCIPAL ENGINEERING, INC.
GREATER THAN THE SPAN DISTANCE SPECIFIED BYTHE RACKING MARKED "LINE SIDE" (TYPICALLY THE UPPER TERK8|NALS).
MANUFACTURER. 2.GJDISCONNECTS TOBEACCESSIBLE TOQUALIFIED UTILITY
985.624.5001
2.3.6WHEN POSSIBLE, ALL PVRELATED RACKING ATTACHMENTS WILL PERSONNEL, BELOCKABLE, AND BEAVISIBLE-BREAK SWITCH
BESTAGGERED AMONGST THE ROOF FRAMING MEMBERS. 2.8.4pySYSTEM CIRCUITS INSTALLED 0NOR|NBUILDINGS FLORIDA FIRM NO. 30649
2.4.1 WIRING & CONDUIT NOTES: SHALL INCLUDE ARAPID SHUTDOWN FUNCTION TOREDUCE
SHOCK HAZARD FOR EMERGENCY RESPONDERS |M SHEET TITLE
2.4.2ALL CONDUIT AND WIRE WILL BELISTED AND APPROVED FOR ACCORDANCE WITH 6QO.12(A)THROUGH (D). NOTES
THEIR PURPOSE. 2
WIR
E .&5ALL OCPDRATINGS AND TYPES SPECIFIED ACCORDING
ONMINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TOLIMIT TO NEC 6808GAO
' .Q' AND24O
UP -SIZING.
2.G.8M|CRD|NVERTERBRANCHES CONNECTED R]ASINGLE DRAWN DATE 8/20/2022BREAKER ORGROUPED FUSES |NACCORDANCE VNTHNEC
2.4.3CONDUCTORS SIZED ACCOR0W(�TDNEC8QU�8.MECGQOI
2.4.4 VOLTAGE DROP LIMITED TO 1�5Y6. 110.3(B).
267�FREDU!REDBYAHJ SYSTEM 2�4�5 DCVNR|N{�L|K8|TEDTOK8ODU�EFDOTPR|WT� ' - SHEET MUK8BE
C|RCU|TP�DTECT0WACCORD�NCTONECSAO�11AND '`
K�|CRO|WVERTERVNR|NGSYSTEK8SSHALL BELOCATED AND
SECURED UNDER THE ARRAY W/SUITABLE WIRING CLIPS. UL1690B-����w�^�
��
10
I SITE PLAN
(sl
�
"y
-"
TOTAL HOME SQUARE FOOTAGE IS: 1689.299 FT 2
TOTAL ARRAY SQUARE FOOTAGE IS: 37154 FT 2
% COVERED BY SOLAR IS: 22.11 %
/
/ `�--- 19CANAD|AMSOLAR INC. CS5N-395MSMODULES WITH
ENPMASE|OOPLU8-72-2-USW1|CR0|NVERTERS
' ^ UNDER EACH MODULE (24OV)
------' -PROPERTYL|NE
Flffl JUNCTION BOX
�� '8KYL\(�HT(F<{}OF) OBSTRUCT|ON
��' ` '
- CHIMNEY (ROOF OBSTRUCTION)
0 -VENT. ATTIC FAN (ROOF OBSTRUCTION)
CONTRACTOR
laular
PHONE: 9152011490
PROJECT NAME & ADDRESS
39616 AMETHYST WAY,
FL 33540
COUNTY:-PASCO COUNTY
SYSTEM SIZE
AC SIZE: 5.510 KW AC
PRINCIPAL
OF
to
10
PRINCIPAL ENGINEERING, INC.
985.624.5001
FLORIDA FIRM NO. 30649
SHEET TITLE
SITE PLAN
DRAWN DATE 8/20/2022
DRAWN BY ADS
SHEET NUMBER
ROOF SECTION(S)
LEGEND
CONTRACTOR
TILT - 50
FIRE SETBACK
SKYLIGHT (ROOF OBSTRUCTION)
Solar,
—
ROOF 1 AZIMUTH - 1330
MODULE - 19
PROPERTY LINE
CHIMNEY (ROOF OBSTRUCTION)
22171 MCH RD
MANDEVILLE, LA 70471
SYSTEM SIZE (KW)-
7,51 (E) METER MAIN COMBO
FJ _B]
-JUNCTION BOX 0
VENT, ATTIC FAN (ROOF OBSTRUCTION)
PHONE: 9152011490
101- MODULE STRING
(ON PEDESTAL)
PROJECT NAME & ADDRESS
(N) 18" DEEP,4 FEET APPROX TRENCH CONDUIT
2 MODULE STRING
(N) 24" DEEP,4 FEET TRENCH CONDUIT
OR 24" DIRECT BURIAL
CASSANDRA EATON
(N) VISIBLE LOCKABLE LABELED AND FUSIBLE
AC DISCONNECT (UTILITY DISCONNECT)
39616 AMETHYST WAY,
ZEPHYRHILLS,
(N) ENPHASE IQ COMBINER 4/4C PANEL
FL 33540
WITH ENPHASE IQ GATEWAY
(N) CONDUIT
RUN
COUNTY:- PASCO COUNTY
SYSTEM SIZE
DC SIZE: 7.505 KW DC-(STC)
AC SIZE: 5.510 KW AC
PRINCIPAL
4c
N
'rq
kO*L Hotj le
(N
......
E
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0
0.
No. 64501
ROOF1
5�) u
'f /JV —IV
((®r�
PRINCIPAL ENGINEERING, INC.
1011 N. CAUSEWAY BLVD. STE 19
MANDEVILLE, LA 70471
98S.624,5001
N*
INFO@PI-AEC.COM
\
FLORIDA FIRM NO. 30649
SHEET TITLE
N
ELECTRICAL PLAN
DRAWN DATE
8/20/2022
E
W+
E L EC"' T R I C"A L P LA N_
DRAWN BY
ADS
SHEET NUMBER
SCALE:3/32" = V-011
s
A-1 02
Note 1: Windspeed value is design 3-sec gust in accordance with ASCE 7-16
CONTRACTOR
o r
Note 2: a)Lag bolt shall be mounted into rafters
b)Notify Engineer immediately if conditions differ or
CLAMP
I W
prevent installation per plan.
Note 3: These drawings were prepared under my supervison.
E-CURB
22171 MCH RD
I have researched the code and to the best of my knowledge
RAIL
MANDEVILLE, LA 70471
And belief, these drawings comply with the 2020 Florida
-RAFTER
PHONE: 9152011490
Building Code.
Note 4: Installer shall adjust mount spacing by zone to match
PROJECT NAME & ADDRESS
prescribed values on engineer's calculation letter
TOTAL MOUNT COUNT - 48
CASSANDRA EATON
Note 5: Maximum rail cantilever distance beyond outermost mount is
One-third the zone -specific mount spacing.
39616 AMETHYST WAY,
4�-Uw
ZEPHYRHILLS,
FL 33540
COUNTY:-PASCO COUNTY
SYSTEM SIZE
DC SIZE: 7.505 KW DC-(STC)
---------- ------
AC SIZE: 5,510 KW AC
PIUNCIPAL
Enl(rhwerif�,,(,, Inc
NO. 71950
3' 4"
44'-10"
4�-2"
STATE OF AV
DR%* ct
#
ARRAY 1
010
TILT- 5 DEG
AZIMUTH - 133 DEG
LEGEND
PRINCIPAL ENGINEERING, INC.
WIND ZONE 1 (TYP)
1011 N. CAUSEWAY BLVD. STE 19
MANDEVILLE, LA 70471
985.624�5001
WIND ZONE 2e (TYP)
INFO@PI-AEC.COM
FLORIDA FIRM NO. 30649
WIND ZONE 2n (TYP)
SHEET TITLE
WIND ZONE 2r (TYP) i
ATTACHMENT PLAN
WIND ZONE 3r (TYP)
WIND ZONE 3e (TYP)
DRAWN DATE
8/20/2022
DRAWN BY
ADS
ATTACHMENT PLAN
SHEET NUMBER
A-1 03
SCALE: 3/16"= V-011
M
U41910
WENNISHIMM
ROOF MATERIAL -
COMPOSITE SHINGLE
ROOF 1 RAFTER SIZE - 2"X6"
O.C. SPACING - 24"
All dimensions and information provided by ADT Solar inspection.
11 STRUCTURAL PLAN_
PROJECT NAME & ADDRESS
CASSANDRA EATON
39616 AMETHYST WAY,
ZEPHYRHILLS,
FL 33540
COUNTY:- PASCO COUNTY
SYSTEM SIZE
DC SIZE: 7.505 KW DC-(STC)
AC SIZE: 5.510 KW AC
PRINCIPAL
Etigineering, h7c,
00-71950
IV
STATE OF AV
046
10 & %.
PRINCIPAL ENGINEERING, INC.
1011 N. CAUSEWAY BLVD. STE 19
MANDEVILLE, LA 70471
98S,624.5001
INFO@PI-AEC.COM
FLORIDA FIRM NO. 30649
4 t 0 Le PREA a a w 1-1 Z
DRAWN DATE 8/20/2022
DRAWN BY ADS
SHEET NUMBER
A-1 04
SOLAR MODULE SPECIFICATIONS
MANUFACTURER / MODEL #
CANADIAN SOLAR INC. CS3N-395MS
VMP
37.OV
IMP
10.68A
VOC
44.3V
ISC
11.44A
TEMP. COEFF. VOC
-0.26%/°C
MODULE DIMENSION
76.4"L x 41.3'V1/ x 1.38"D (In Inch)
GENERAL CONDUIT NOTE
CONDUIT TO BE UL LISTED FOR WET LOCATIONS AND UV
PR • •
USED IN INDOOR APPLICATIONS WHERE PERMITTED BY
NEC A `
CANADIAN SOLAR INC. CS3N-395MS
10 MICROINVERTERS IN BRANCH CIRCUIT 1
I
i €
—
9 MICROINVERTERS IN BRANCH CIRCUIT
2
m®e
L—J
ED-— - —
—
ENPHASE IQ8PLUS-72-2-US
i
{
MICROINVERTERS ONE UNDER
EACH PANEL(240V)
INVERTER SPECIFICATIONS
MANUFACTURER / MODEL #
ENPHASE IQ8PLUS-72-2-US
MICROINVERTER
MIN/MAX DC VOLT RATING
30V MIN/ 58V MAX
MAX INPUT POWER
235W-44OW
NOMINAL AC VOLTAGE RATING
240V/ 211-264V
MAX AC CURRENT
1.21A
MAX MODULES PER STRING
13 (SINGLE PHASE)
MAX OUTPUT POWER
290 VA
PER MANUFACTURER
SPECIFICATIONS, EITHER 10A OR
15A BREAKER IS SUITABLE FOR USE
4
(2) ENPHASE Q CABLES
JUNCTION BOX
600 V, NEMA 3
UL LISTED
• +MITA M1 197 2 4
ENPHASE IQ COMBINER 4/4C
WITH ENPHASE IQ GATEWAY
(2) 20A / 240VAC CIRCUIT BREAKER
NEMA 3R, UL LISTED,125A RATED
i ¢
IQ GATEWAY
IWIRELESs
JY
L2
N
2P ,
G_._
;, b
20A/2P {>
20A/2P I
FF
`E /CONDUIT SCHEDULE
DESCRIPTION
EXTERIOR : i `•
r
ii
s ; 1 GROUND
•. ♦ > • GROUND
(IN TRENCH 18" DEEP, 4 FEET APPROX. CONDUIT)
* A DIRECT BURIAL
(IN TRENCH 24" DEEP, 4 FEET APPROX. CONDUIT)
• `A`
AC DISCONNECT:
VISIBLE, LOCKABLE, LABELED
30A FUSED, (2) 30A FUSES, 240V
NEMA 3R, UL LISTED I
m
_ 1 LINE I r�
a
{ €
j I TRENCH
i REQUIRED
4
LOAD
[METER N -. 34 • ...
__::::O
TO UTILITY GRID
L1 L2 N
LINE
Jt"I
t
(E) BI-DIRECTIONAL
UTILITY METER MAIN
PEDESTAL 1-PHASE,
LOAD 1
( 3-W, 120V/240V
C-+u— (E) MAIN BREAKER TO
` I HOUSE 240 V, 125A/2P
(E) MAIN SERVICE
PANEL,
125A RATED, 240V
LOAD SIDE
INTERCONNECTION
6 AT MAIN PANEL
I If PER ART. 705.12(B)
LOAD SIDE TAP
N
G TO INTERIOR PANEL
j GEC EXISTING GROUNDING
ELECTRODE SYSTEM
TO EARTH
_ REF. NEC 250.52,
250.53(A)
PRINCIPAL ENGINEERING, INC.
1011 N. CAUSEWAY BLVD. STE 19
MANDEVILLE, LA 70471
985.624.5001
INFO@PI-AEC.COM
FLORIDA FIRM NO. 30649
SHEET TITLE
LINE DIAGRAM
DRAWN DATE 8/20/2022
DRAWN BY ADS
SHEET NUMBER
AMBIENT TEMPERATURE SPECS
RECORD LOW TEMP
—5°
AMBIENT TEMP (HIGH TEMP 2%)
350
CONDUIT HEIGHT
05'
CONDUCTOR TEMPERATURE RATE
900
t BEFORE COMBINER PANEL
1
TEMPERATURE '`
1 t t'.rr
GROUPING
i FACTOR # . NEC # s
PERCENT OF
VALUES
NUMBER OF CURRENT
CARRYING CONDUCTORS
.80
4-6
.70
7-9
.50
10-20
fCURRENT) .25 t 690.80
i 1' #.'
r #;r.
SELECTED CONDUCTOR - 1 1. r,
f fOrAym Valr
(TOTALfCURRENT) t i 690.8(B)
rr
29.93
SELECTED CONDUCTOR 't i r
TOTAL# # # CURRENT
1 t
VOLTAGE DROP 000NDUCTOR
CURRENTCONDUCTOR) 240
1 i4
VOLTAGE DROP
IS WITHIN PERMISSIBLE
###
PRINCIPAL ENGINEERING, INC.
1011 N. CAUSEWAY BLVD. STE 19
MANDEVILLE, LA 70471
985.624.5001
INFO@PI-AEC.COM
FLORIDA FIRM NO. 30649
TURN RAPID SHUTDOWN
SWITCH TO THE'OFF
POSITION TO SHUT
DOWN PV SYSTEM AND
REDUCE SHOCK HAZARD
IN THE ARRAY
W-11A I I I I I ei to I Jim � Im lei is&*] mum 10 IRE]" vi I gam I givel mi I I w9i 0 ff-mig Is A zy-ammugg 11 g Is
f_1k1K1cf1_r
Fv U10%.1
(MAIN
low
METER MAIN COMBO
(ON PEDESTAL)
F2WIT.-THWAVA
Solar
22171 MICH RD
MANDEVILLE, LA 70471
PHONE- 9152011490
WIM JA F016- .1 Ig T, 11 WA , . We] 1,
39616 AMETHYST WAY,
ZEPHYRHILLS,
FL 33540
COUNTY:- PASCO COUNTY
SYSTEM SIZE
DC SIZE: 7.505 KW DC-(STC)
AC SIZE: 5.510 KW AC
lidPRINCIPAL
Engineering', 117c,
v.J- Hou
4� 0
o
No. 64501
PRINCIPAL ENGINEERING, INC.
1011 N. CAUSEWAY BLVD. STE 19
MANDEVILLE, LA 70471
985.624.5001
INFO@PI-AEC,COM
FLORIDA FIRM NO. 30649
SHEET TITLE
PLACARD
DRAWN DATE
8/20/2022
DRAWN BY ADS
SHEET NUMBER
E-603
CONTRACTOR
yT
1. 0, W,
22171 MCH RD
r
3-C
ENGINEERINGE} 1
CS3Pt-400MS 1 t-V CURVES
MANDEVILLE, LA 7047 1
Mond
}
Pve
"re Cross Section
PHONE' 9152011490
PROJECT NAME & ADDRESS
r
I j f 35 a 1 _ Y _
I
- _.
CASSANDRA EATON
r 1i 8.94 9 E�
I€
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39616 AMETHYST
Fx..r,tin €af
ZEPHYRHILL
,
n 21' <5 -at 35 to 45 5Q 55 , 5 '6 is 24 2e 3t, 35 ,4tI G5 A ;5 5zi
FL 33540
I
t"c la
�c NoGOUNTY:-PA3C0
COUNTY
L I
-
SYSTEM SIZE
a
DC SIZE: 7.505 KW DC-(STC)
BLACK FRAME ON BLACK BACKSHEET
ELECTRICAL DATA I STC*
MECHANICAL DATA
AC SIZE: 5.510 KW AC
F23 Frame
CS3N
380PRS 385NIS 3901AS 395A6 40OMS 405%1S
Specification Data
Nominal Max. Power{Pmax)
380 W 385 W 390 W 395W 400 W 40S W.
Cell Type Mono -crystalline
0
Opt, Operating Voltage (Vmp) 36A V 36.6 V 36A V 37,0 V 37.2 V 37A V
Cell Arrangement 132 t2 X (t 1 X 6)
Opt, Operating Current (Imp)
10.44 A I0.52 A 10.66 A 10.68 A 1 Q.76 A10.83 A
Dimensions 1940 X 1048 X 35 turn
MORE POWER
Open Circuit Voltage (Voc)
43.7 V 43.9 V 44.1 V 44.3 V 44.5 V 447 V
{76.4 X4i.3 St 1,38 `in}
Weight 23A kg (51.6 lbs)
Short Circuit Current (Isc)
11.26 Al 1.32 At 1.38 Al 1.44 Al 1.50 At 1.56 A
Industry Leading Product Warranty art materials
r,
Module Efficiency
18.7% f 8.9°fd 19.2 19.4°% 19.fi�Jn 19.9°la
Front Cover 3.2 mm tempered glass
- MOdUI2 power up to 405 (
`; L'all .r i5r1{9 CYfICrEtaY45)'til,Y
.. ... ..
.. ... ... ..
Frame Anodized aluminium alloy....
Module efficiency to 1 J_9 %^.,
�.
Operating Temperature
_. _ _
-40'C-+85'C
� _ __ _ _.
J-fax IP68, 3 bypass diodes
Max. System Voltage
I000V (UL)
_
Cable 12 AWG ((JL)
2 - Linear Power Performance Warranty*
Module Fire Performance
TYPE 2 (UL 61730 1000V)
Portrait: 400 mm (15.7 in) {+) t 280
Years .
_ _
_ _ _
Cattle Length prim (11.0 in) (-) (supply additional
-'.'.. ;. Lower LCOE & BOS cost
,
�-= . , ''
Max. Series Fuse Rating
20 A
(Including Connector) cable jumper: 2 linastpal(eC}: (and-
`
mrs
_ 1 j49.2 in}* _ _
1'= year over degradation no more than 2%
Y R 9
Application Classification
Class A
T4 or 4 s rie
Connector T4 or MC4 series
Subsequent annual power degradation no more than 0,55%
Power Tolerance
0 .. + 10 W
Per Pallet 30 pieces
Comprehensive LID I LeTI.D mitigation
�. ,., �
re%' is the ternis and cvnE-aine:3 n t#+e app.iczb,e Cznaita+3 Soiartimrced
+ tinder Standard?es'. Conditions {Sick of nrradiance of 1000 vtoom, spectrum AN 9 5 and call temperature of...
25 C.
.. ... ... _.. ...
Per Container (40' HQ) 720 pieces
Is _II j technology, up to 50% lower degradation
kua *,3temenC AISa h 52t5'ot+a
arrry . /. ed product wa rancy,s a',ridable only for
* Por detafied in€ormation, please cantactycuv local Ca din Soar a e and
products irotaifed and operating on ressderviai rooiioGs in certain regions,
technical repre,^.enfatives_
ELECTRICAL DATA [ NMOT*
P�AGEEt+E'{ SYSTEM CEPTIFiC&TE5*
Better shading tolerance
C53N
38010S 395MS 39010S 39SMS 40O S 405fdS
150 9001: 2015 / Quality management system
ISO 14001: 2015 / Standards For environmental management systeri-i
_
Nominal Max, Power (Pmax)
_
284 W 288 W 291 W 295 W 299 W 303 W
TEMPEPATURE CHARACTERISTICS
ISO 45001: 2018 / international standards for casupationat health F safety
Opt. Operating Voltage (Vmp)
34,0 V 34.2 V 34A V 34.6 V 34.7 V 34.9 V
Speci`ication Datta
PRODUCT CERTIFICATES*
Opt. Operating Current (Imp)
8.35 A 2.42 A 8AS A 8.54 A 9.60 A 8.66 A
Temperature Coefficient (Pmax) -0,34 % /'C
MORE RELIABLE
IEC 612151IEC 61730I CE
_
Open Circuit Voltage (Vac)
_
411 V 41 A V. 41,6 V 41,8 V 41.9 V 42.1 V
Temperature Coefficient (Voc) -0.26 % / °C
.. .. _...
FSEC {U5 Florida) t UL b1730 / iEC 6176t 1 tEC 62F16
Temperature (Ise) 0,05 °r6 (°C
Short Circuit Current (Isc)
9.08 A 9A 3 A 9.18 A 9.23 A 9,28 A 9.33 A
_ _
. .y . ,.
Minimizes micro -crack impacts
1L.,
41 }
* U d r N. ninat Module Operating Temperature
CNl Nunn, irradiance of 800 V,fdm=spectrwo AM 1.5, amb,ut
Nominal Module Operating i�empi'ratUre 42 t 3�C
Module Operating
..
tenperazure 20*C, and speed 7 This.
The specific certificates applicable to different nodule types and markets -fi vary:
and therefore not all of the ternfications fired herein ;will simultaneously appPy to the
PARTNER SEC RON
Heavy snood l oad up to 8100 Pa,
products you order oruye. Please contact your local Canadian Solar sates represnntaxfve
_ __....._. __. ,._.,.,.. ..... _,.... ...,....._.. .. ........... ... ....
t
enhanced wind load up to 6000 Pa*
to corebrsn the swri€c certificates available for year Product and applicable in the regions
rn which tick prod.cn will be used.
CST SOLAR (USA) CO„ LTD, is committed' o providing high quality
SHEET TITLE
soar photovoltaic modules, solar energy and battery storage
"
solutions to customers, The companywas recognized as the
The specifications and key features contained in this daiasheld may dev are siigi^front ty froour actual
No. 1 module supplier for quality and performance/price ratio
products due to Elie --going innovation and 13(Ciduict enhancement, CSI Sala, Co., Ltd, reserses tisi right to
make necessary adjustment to the infounanoet descritxd herein at any Gore without further notice,RESOURCE
in the IHS Module Customer Insight Survey.. Over the past
Please be kindly advised that Far modules
shocia be handed and installed by qualified people atho have
20 it has delivered 63 GW
prop soenal skills and Menter carefully
read the safetyand tts.ailarion instructions before using our PV
DOCUMENT
years, successfully over or
moduEes.
r.-deTa , ,r,.i" n _ _ref 0 t st"'jal,
prerlium-cluality solar modules across the world.
_.... _-._ _.., .,..,.. .,..
_....__. ,._._.. w..-.-..__ _ , ___. ............
,. ._
DRAWN DATE
8/20/2022
CSI SOLAR (USA) CO„ LTD
DRAWN BY
ADS
1350 Treat Blind. Suite 500, Walnut Creek, CA 94598, USA wwuv.csisolar.com/na I service.ca@csisolar.com
CSI SOLAR (USA) CC., LTD, )an, 2022 1 All rights reserved ( PV Module Product Datasheet u2.9C25_F23J3_NA
SHEET NUMBER
-,_ENPHASE
�ff* MNI I
Our newest 108 Microinverters are the industry's first micro grid -form i ng, software -
defined mittroinverters with split -phase power conversion capability to convert DC
power to AC power efficiently. The brain of the semiconductor -based microinverter
is our proprietary application-speciffic integrated circuit (ASIC) which enables the
microinverter to operate in grid -tied or off -grid modes. This chip is built in advanced
55nm technology with high speed digital logic and has super -fast response times
to changing loads and grid events, alleviating constraints on battery sizing for home
energy systems,
patter the Enphase Energy System, 8Q8 Series
Mcroinverters integratewith the Enphase [,Q
Battery, Enphase 10 Gateway. and the Eriphaze
Apo monitoring and analysis softvra re
Connect PV modules quioldy and easily to
!as sates S!"Orninvertefs using the reluded
O-DCC-2 adaptor cablevitith phog_n-play MC4
connectors.
108 Series Monoinver ters, redefine reliability
standards with more than ores million
cumulative hours of prover -on testing,
enabling an iridustry-etading limited %,,jarra, try
of up to 25 years,
fQ8 Series Islicroiriverters are UL Listed as
Ps' Rapid Shut Down Equipment and conform
with various regulations, when installed
according' in, manufacturer's instructions.
0 2021 Euphase Energy. All rights reserved. Eniahase, the Enphase logo, [Q8 microinverters,
and other names are trademarks of Eriphase Energy, too. Data subeto change.
108SP-DS-0002- 01-EN-US-2021-10-19
Easy to install
Lightweight and compact with
plug-n-play connectors
Power Line Communication
(PLC) between components
Faster installation with simple
two -wire cabling
High productivity and relialadity
Produce power even when the
grid is down
More than one million cumulative
hours of testing
Class U double -insulated
enclosure
Optimized for the latest high-
powered PV modules
Microgrid-forming
Complies with the latest
advanced grid support
Remote automatic updates for
the latest grid requirements
Configurable to support a wide
range of grid profiles
Meets CA Rule 21 (UL 1741- SA)
requirements
commonly used arsdue, pairings,
W
235-350
235-440
Module cornpoftolity
60-ceff/120half-reol
60-ceff/120 haff-cell
and 72- cell/144 half-o'cf
MPPT sorters range
V
27-37
29 - 45
Operating range
V
25-48
25-58
Min/max stanvoitage,
V
30/48
30/58
Max input DC voltage
V
50
60
Max DC current, linodufe ncl
A
15
0 ver voita"re c less Do port
It
EDC port backfired current
MA
0
PV array configurat ion
lx1 Ungrounded array; No additional DC side protectiarrequireci; AC side protection requires max, 20A per branch cacurt
Peak output power
VA
245
300
Max continuous output power
JA
240
290
Norninat (L-L) voltage/ranges'
"CLL v ngs
V
24. 1 Ill - 26.4
Max continuous output current
A
1.0
1.21
Nomnaifrequency,
in
60
Extended frequency range
50 - 68
Max units per 20 A (L-L) brarn-h circum'
16
1.3
Total harmont, distortion
e5o
O"earloftagle class AC Po"
III
AC port backfeed current
yr,
30
Poster fatnor setting
to
Grid -tied power factor (adjuslabo)
0.85 leaning- U15 lagging
Peak effidency
y,
97.5
97.6
CEC weighted effrcency
'A,
97
97
Night -;late power consumption
rW
60
Ambient temperature range
-40C a 601C (-40P F to +140"F)
Relative humidity, range
4%. to 10 0", (con sen v n g)
Do Connector type
MC4
Dimensions (HxVVxD)
212 min
(8.31r)X 175mm (6.9") x 302nim (12")
Weight
1.08 kg (2 38 lbs)
Coo4rig
Natural convention - nofarrs
Approved for vartlocations
yes
Acoustic noise -it I rn
<6OdBA
Pollution degree
PD3
Enckisure
Class ll don ble-insulated.
corrosion ressitarri polyrranic enclosure
Envacn, category / UV exposure rating
NE VA Type 6 / outdoor
CA Role 21 (UL 1741-SA). UL 62109-1, UL.174VIEEE1547, FCC Part 15 Ctass B. ICES-0003 Class B, CAN/CSA-C22.2 NO. 107-1-01
Certifications This product is UL Listed as PV Rapid Shot Dmnr Equipment and conforms With NEC 2014, NEC 20TT and NEC 2020section
690,12 and C22,1-2018 Rule 64-218 Rapid Shutdown of PV Svsterns, for AC and DC conductors, when installed according to
manufacturer's instructions.
(1) No enforcerf DC/AC taus. Seethe compatibility calculator at
rnodule-compathoIrly (2) Maxfrnurn, continuous input DO current is 10,64 (3) Nominal voltage
range can be extended beyond nominal if required by the utility, (4) Limits may vary. Refer to
local requirements to define the number ofmorainverters per branch in your area. IMSP- D&-0002-01 -EN-US-2021-10-19
PROJECT NAME & ADDRESS
CASSANDRA EATON
39III
616 AMETHYST WAY,
ZEPHYRHILLS,
FL 33540
COUNTY:-PASCO COUNTY
SYSTEM SIZE
SIZE-, 7.505 KW DC-(STC)
AC�C S Z
SIZE. 5�51 0 KW AC
DRAWN DATE 8/20/2022
DRAWN BY ADS
SHEET NUMBER
F" M-002
Enphase
0,
IQ Combiner 4/,Jc
r
X-IQ-AMl-240-4
X-IQ-AM1-240-4C
LISTED
To learn more about Eriphase offLnngs, visit je-%,b , _45v�,
I
�h`2 F" In f-I 11-1 a s-e if'," CorribHner 4 4C viith Eni, D
0
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der; Enphasis Mobile Co, necT cer(dar modem
(CELLWX)EM to-, 106, SP-05), HICIUded only wah IQ
Conibmier 4C
mcludes solar sNiaid to root Enphase 7Q ea"ery
aeritneTic.,.; and cleffec', heat
Plexible nelotodr�ng supports VA-R
Ethfi-net' o" cellular
Optional AIC, receplacle, available of PLC bridqe
Pro'vlde!_-, production rnerenirig _�nd consurn,'ption
oionitorfrg
Centered mounting brackets scipporl single
.tud,rnour,Vng
Supports bo"oo", back and vidii, condwt enly
Up 1,o four 2-Pole branch circurlyr 210 VAC
plucr-w-f breakers, (no� irfeludech
BOA total PV or swriage brwtcI rcufts
Durable NRTL-tcertifieNE MA Type 3R eitclosuie
Ftve-aca, hr-mled wanarity
'Livo years labor reirnbursententp-agrarn coverage
in-ludpd for bcth 'he It Cornbirret SKI. 's
UL listed
ENPHASE
Enphase IQ Combiner 4/4C
MODEL NUMBER
Q Combiner 4 IX•05,AhU-2404)
G U 2 271
,Afh� it -,'-Q S,� 2 .
�CF! MODPA Ml 06 SP 3"), a pk;g-,nd pi,s, fndutrzaf g,ads z,4 r—'em fc, p so ;nmrp✓etens
,,i;r,tae n, tri, f �S, Canso! a, M, rx'Z3 Rrf1 iS Vvqnn f,,4ard"xrrre aceqr:a_dki!,,, oeriice, i n
Lort,'V'r a r"ese"t rf"It
ACCESSORIES AND REPLACEMENT PARTS
fnot?ncluded, order separateiv-,
Ensemble Communrattoos Kit
ir-i , Irid so Cool LA S -K; t- 0 t arfJ C PL LIAODEM Mill - 06 -SP- 05 with 5 -year Sprint dazsi pla, v
COBIMS-CELLMODF&I, MI-06
Enoernbtesqac
seLLMODE NA -MI 06-SP-05
-4iGbaspd LTE PAI plan
CELL NICIE"E %11 -IV
4(; based 0. E-Mll ceikila, modero'sifin, 5-year AIr &T .data pran
I" �Brec'er�
I I- - - - R250 2 r' u,-.wt
upper-'- Fat-:,n SR2 1 'j, BRZ I ', BF, , 2'0, BR2K, 2� 'Id i?Kt, C
-PK Oa 'A 2-240V
er -/ pri,� 110A, Fawn BR2 iO
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2 poi., 1 iA EW� RIP,
20 A 2P 2,1 GUN
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B R K , A, - 4 G,'V B,
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Ecly-01
Pov, er �'Ira camer (communication b�,dve p� vl, qw)o ta y rme p,,fr
XA S(AARSHIE'D =_S
XA PLUG-1203
XA FNV F'CBA 'I,
X40-NA HD-125A
ELECTRICAL SPECIFICATIONS
Ratirig g
sysTern roltcg'
Ea -on BR sereo Nusbw rating
Max
klax crrmni
ks!_' fel"r;
ffiransh cwcurts 0abar arxl,ot storage,"i
Max t,'Aai L, anch, w ,a brc_a. alrnq
pnod"j'norf metetllirg CT
prfr,',,r�c boarP` �f� 4,4"
Hofol down ka for clatcn ci rcufi! crosser wrlh sciewe
Cam,nuous duty
,,M�24GVAL_ 60 . s
1, 1, o
E6 A
s4 A
Up w 'our 2 poo Eaton _RR son ,. Disifibuted Generauwi hsG) breakers onty Irm 5rm4ided
it,'i ,if rff,' o gen t ra, -, n r, Iva.. h 'Q Gt wa', p-, V.c
20r, A a amie pxe4isaie, d snal vsffed to Q Gateisay
A _'wr of 20c A sf,h: r ore
MECHANICAL DATA
ba-f-lensfoms I'l-VA, Hx''' 37 5 x 4-9 '- x 169, c'm 0_4 7Y-x 19 5'_ x-6, a- 3"') Le-igrit is 2166(553", 5 =r viflh rr'ouvter'g braoxe I s,
Veriarl 7 c k q (i b 5 1 bo
Arniaem, teiniserature-eancle -40' C '01 +4aC { 401 to I I S" F)
coohr", vezrlr,g con,somm, pius,
Enclo.oure rwroj isuadoor, NRTL-cef fifled, NE. A spe 3 R, p,,rycarbonate
tort� -'fzs' 2G A npu,s 14 c 4 A',NG err o.r,,
601 A brea*ef trrarchmp1 4 to LM AVIG coprsrf conductofs
r,,q .,crnbme'r rsjfo,ji 10 -01 2- ) AVIG ccrd,_cticr s
Nle,.trAsndqrriurd 14 1,01 pper C05Au' !01J
,A isay, fol!':m, kjcdl �ode rqr, v erfnenT . f cr ccn di,, ctur sfz mg
Aftitude Ta 2 sort rneter si Q, 5 6 0 rest}
INTERNET CONNECTION OPTIONS
lrse�arfsed fi,-Fi 310 -" 1 lb/9" n
Ce fhwar 1-1ELLts,.)DEo4 -M o, S P 00 5, Ce EL «_NICOE t Pr- AOG bsd LT E ra I rot .,rar rnoderr N, e tlziz ,tri nooiie
G nnrI 411'or .'<'Cle" is teqUTed fkirad Pnsembi- r'saianor�
E.rerrr�.'. loeonal, 802 3, Cat5E Or Cal, 6) UTP Ethsnne-, cab o� (callimluded
COMPLIANCE
.... ..........
Cornfelrence,QCcimbiner UL1_741,CAN1iCSAC2221ao, 1071, 47CFR,Pa,-,1,5,(Ja.sB,�CESOC,,�
coroamptforimf[pnng. accuracy cia. s 2 5
m a, rf "e, Q "'S "i r e nor. UL 60601 !"CANCSA 2c 2) No h%iijlf) I
To learn more about Enishase offerings, visit cn _pbzjl� 8 ENPHASE,
_ co o-A,
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Solar
monwisvAnnijerov.1
F2zwU*]X4L*TW441Fff,R.111
PROJECT NAME & AD
39616 AMETHYST WAY,
ZEPHYRHILLS,
FL 33540
N �01 �__. 'woXe*111,110
SYSTEM SIZE
DC SIZE- 7,505 KW DC-(STC)
AC SIZE: 5.510 KW AC
SHEET TITLE
RESOURCE
DOCUMENT
DRAWN DATE
8/20/2022
DRAWN BY
ADS
SHEET NUMBER
R-003
PRO SERIES END CLAMP
a
PART # TABLE
FIN
DESCRIPTION
302035M
ENDCLAMP PRO
302030M
FBI LAMP PRO - KILL
302030D
ID LAMP PRO - DRK
S"UNIRAC
RON
as
1411 BR WAY BLVD, "
ALRJQLRQUE, NM 87102 USA
ME- 501242.6411
WWVV.UW,C,C()M
PRO SERIES MID CLAMP
T_
30mm to 51mrp
MODULE FRAME
L i
PART # TABLE
P/N
DESCRIPTION
302027C
STA BND PSI Br- SS
302027D
SM BND MIDCLAMP BC DRK SS
302029C
SM BND MIDCLAMP EF SS
30202aD
SM BND MIDCLAMP EF DRK SS
302029C
SM BND MIDCLAMP DK SS
302029D
SM BND III DK [ARK SS
FOR BONDING END CLAMP
REFER TO SHEET SM-PO5
Pq N --
01/4'
Ile
VARIES - REFER TO
SHEET SM-PG5
Iw
I I BONDING SM MID CLAMP BONDING SM END CLAMP I
-------- 14 f I e ------ 14
PRODUCT LINE- SOLARMOUNT DRAWING NOT TO SCALE PRODUCT LINE: SOLARMOUNT DRAWING NOT TO SaLE < SHEET TITLE
so f ALL MUC
ALL DIMENSIONS ARE no"'OUNIRAK I ___ _NSIONS ARE a
DRAWING TYPE: PART & ASSEMBLY NOMINAL DRAWING TYPE: PART & ASSEMBLY NOMIMWL RESOURCE
1= 1411 BROADWAY BLVD. NE LngE!
PRO SERIES BONDING TOP DOCUMENT
DESCRIPTION- PRODUCT PROTECTED BY ALBUQLlERQUE, Nm 97102 USA j PRODUCT =PROTECTED BY
Ln 5� j DESCRIPTION: N 0 S T TS
BONDING CLAMPS OR
M 11 CLAMPS
ONE PR
MORE US PATENTS C 1PHONE: 501242.6411 ONE OR MORE US PATENTS DRAWN DATE 8/20/2022
L N (X L TIC
REVISION DATE: 10/2612017 EAL NOTTrP www'UNPXCOM (LEL= 10/26/2017 LEGAL NOTICE DRAWN BY ADS
SHEET NUMBER
R-004
CONTRACTOR
1 301ru I
"Pw
22171 MCH RD
MANDEVILLE, LA 70471
PHONE: 9152011490
PROJECT NAME & ADDRESS
CASSANDRA EATON
39616 AMETHYST WAY
ZEPHYRHILLS,
FIL 33540
COUNTY:-PASCO COUNTY
SYSTEM SIZE
DC SIZE: 7.505 KW DC-(STC)
AC SIZE: 5.510 KWAC
DETAIL A DETAIL B
TRIM END CLIP TRIM
n ""UNIRAC
o
an
MID CLAMP TRIM CONNECTION
PART # TABLE
DRAWING NOT TO SCALE
ALL DIMENSIONS ARE
PART & ASSEMBLY
SIM TRIM END CLIP
NOMINAL
MUM="
REVISION
�I
an
CONTRACTOR
22171 MCH RD
MANDEVILLE, LA 70471
PHONE: 9152011490
PROJECT NAME & ADDRESS
CASSANDRA EATON
39616 AMETHYST WAY
ZEPHYRHILLS,
FIL 33540
NTY COUNTY:- PASCO COU
SYSTEM SIZE
DC SIZE: 7.505 KW DC-(STC)
AC SIZE: 5.510 KW AC
DRAWN DATE 8/20/2022
DRAWN BY ADS
SHEET NUMBER
R-005
BONDING SPLICE BAR
BONDING SPLICE RAP,
0 0 0 0
1 V2a
fww4" 4'g
5/16--18 TYPE F THREAD
CUTTING SCREWS INCLUDED
1/2"� �—
TYPICAL EXPANSION JOINT DETAIL
PART # TABLE
P/N
DESCRIPTICV4
303019M
BND SPLICE BAR PRO SERIES MILL
303019D
BND SPLICE BAR PRO SERIES DRK
I
'/2
TYPICAL EXPANSION JOINT DETAIL
PART # TABLE
P/N
DESCRIPTION
303018C
B II SPLICE BAR SERRATED CLR
303018
B Ir SPLICE BAR SERRATED DRK
- t r nQ P I TPJ4- �'_ I-rg rt-dr- TMY-1 I InPfl
NOTE THAT ON LY 2 SCREWS ARE
USED AT AN EXPANSION JOINT.
THE SPLICE BAR DOES NOT BOND
ACROSS AN EXPANSION JOINT.
SEE INSTALLATION GUIDE FOR
INSTRUCTION.
CONTRACTOR
AIA -------
solus
WOF
22171 MCH RD
MANDEVILLE, LA 70471
PHONE: 9152011490
PROJECT NAME & ADDRESS
CASSANDRA EATON
39616 AMETHYST WAY,
ZEPHYRHILLS,
FIL 33540
COUNTY:-PASCO COUNTY
SY TEM SIZE
DC SIZE: 7.505 KW DC-(STC)
AC SIZE: 5.510 KW AC
PRODUCT LINE, SOLARMOUNT DRAWING NOT TO SCALE Ln PRODUCT LINE* LA MOUNT DRAWING NOT TO SCALE SHEET TITLE
ALL DIMENSIONS ARE ALL DIMENSIONS ARE Ln
wasUNIRAC 0 ones U N I RAC RESOURCE
a
NOMINAL 4 DRAWING TYPE- PART & ASSEMBLY 1= DRAWING TYPE- PART & ASSEMBLY NOMINAL
1411 BRGADWAY BLVD. NE BONDING SPLICE 1411 BR BLVD. NE BONDING SPLICE DOCUMENT
'-t 17 02 UIA
NJ = Lj
kBWJERQUE, PM 87102 LISA DESCRIPTION- PRODUCT PROTECTED BY &RQaQUE, NM 87102 DESCRIPTION' PRODUCT PROTECTED BY
RME'505242.6411 BAR PRO SERIES ji BAR C'
ONE OR MORE US PATENTS ME: V5.242.6411 �=ION D� ONE OR MORE US PATENTS DRAWN DATE 8/20/2022
0
iC_'jy4
L LEJ - -
WWWUNIRACCOM REVISION DATE - 8/23/20118 WWW,UmNWlRAC.', REVISION DATE- 9/27/2017
It LEGAL NOTICE LEGAL NOTICE SHEET DRAWN BY ADS
SHEET NUMBER
R-006
5 W-1011 # axii rer.-
'/4'-20 X 3/4- SS HEX HEAD BOLT—,_
1/4
V4--20 SS FLANGE NUT
m
PART # TABLE
PIN DESCRIPTION
302WOC SMHD BOTTOM CLIPS W/HDW CLR
DRAWING NOT TO 'KALE
ALL DIM.II NSIONS ARE
UNIRAC
Itialf-IVA PART & ASSEMBLY NOMINAL
1411 BROADWAY BLVD. NE
FrfONE: 505.242.6411fli
WAMUNIRACCOM
LEGAL NOTICE
�l
mm
'/4- SOLT LOCATION -\
m
%- BOLT LOCATION
PART # TABLE
SM RAIL 168' DRK
SM RAIL 208' CLR
SM RAIL 240" MILL
SM RAIL 240" CLR
Nis
DFUNIRAC
MR a NO 01111111
DRAWING NOT TO LE
ALL DIMENSIONS ARE
DRAWING TYPE.
NOMINAL
1411 BROWWAY SELVD. �E
N3UWSrA.1E SA NM 87102 U
STANDARD RAIL
WwWLwuw-cCm
Solar
� g VA 0 1 njer, Vg 1 0 m,
IN 1 US] E ' M I
PROJECT NAME & ADDRESS
CASSANDRA EATON
39616 AMETHYST WAY,
ZEPHYRHILL S,
FL 33540
COUNTY:- PASCO COUNTY
SYSTEM SIZE
DC SIZE: 7.505 KW DC-(STC)
AC SIZE: 5.510 KW AC
SHEET TITLE
RESOURCE
DOCUMENT
DRAWN DATE
8/20/2022
DRAWN BY ADS
SHEET NUMBER
R-007
NOTES:
1. E14D CAP INCLUDED WITH EVERY END CLAMP,
2. END CAP FITS SOLARMOUNT LIGHT AND STANDARD RAIL PRORLES.
SOLARMOUNT STANDAR
OPTIONAL BREAK/CUT LINE
27/a"
E
4'a"UNIRAC oil
1411 BR WAY BLVD. NE
ALBIJQUER87102 LISA
RiONE, 501242.64111
WWW.LKIRAC.COM
w2m0am
FRICTION FIT
1 Y16"
B CLAMP
30mm to 32mm Module Thickness
(1,18- to 1.26-)
E CiAMP
50mm to 51mm Module Thickness
(1.97'to 2.00')
PART # - TABLE
a—
�ENDC
�!M
M1!. a ii lwl�
SM ENDCLAMP B DRK AL
SM ENDCLAMP C CLR At
SM EINDCLAMP D CLR AL
SM ENDCLAMP D DRK AL
SM ENDCLAMP E CLR At
SM ENDCLAMP E DRK At
WSM
ENDCLAMP F CLR AL
SM ENDCLAMP F DRK At
S1,
C CLAMP
33mm to 36mrn Module Thickness
(130- to 1.42-)
/16
D CLWP
38mm to 40mm Module Thickness
(1.50" to 1.57")
F CLAMP K CLAMP
45mm to 47mm Module Thickness 39mm to 41mm Module Thickness
(1.77" to 1.85') (1.54- to 1,61-)
V2
3/ 1 It
16
V" 4O
TYPICAL D CLAMP DETAILS
22171 MCH RD
MANDEVILLE, LA 70471
PHONE: 9152011490
PROJECT NAME & ADDRESS
CASSANDRA EATON
ZEPHYRHILLS,
FIL 33540
COUNTY:- PASCO COUNTY
=M702tell-, ,
PR Li LINE- SOLARMOUNT DRAWING NOT TO SCALE PRODUCT LINE- SOLARMOUNT DRAWING NOT TO SCALE SHEET TITLE
ALL DIMENSIONS ARE A If MUCNIC Ln
UN I R A C 1ONSARE RESOURCE
NOMINAL 2 L
NOMINAL
DRAWING TYPE' PART DETAIL lEiE2 4 1 1411 ffMWXf BLVD, NE DRAWING TYPE: PART DETAIL EikHj 4 DOCUMENT
DESCRIPTION* END CAPS PRODUCT PROTECTED BY ALBIQJERQUE, NM 87102 ILA DESCRIPTION- END CLAMPS - PRODUCT PROTECTED BY U�
0 0 S T TOP MOUNTING 'j
ONE OR M ORE US PATENTS PfiONE. 505.242-6411 ONE OR MORE US PATENTS DRAWN DATE 8/20/2022
REVISION DATE. 9/27/2017 L TIC j WM.UNIRACCOM REVISION DATE. 9/27/2017
LEGAL NOTICE LEGAL NOTICE _., ZSHEET DRAWN By ADS
SHEET NUMBER
R-008
NCO] ki 19 -.1iTA
G VrOvern/
94-9- W-1 N
Product Description
E-Curb penetration seals replace old-style metal
pitch pans with versatile, precast components and
pourable sealants. CHEM LINK's E-Curb System
can usually be installed in under 15 minutes and
never requires flashing or mechanical attachment.
E-Curbs are designed for use on granulated modified
bitumen, asphalt and coal tar B.U.R. (built up roofing).
E-Curbs are specified for PVC, EPDM, PIII and TPO
single ply roofing membranes. E-Curbs are highly
versatile for sealing penetrations around solar panel
mounts, HVAC, Electrical, and any type of structural
supports. TPO Primer is required for use with TPO
single -ply roof membrane.
When installed properly, this system forms a durable,
waterproof rubber seal around penetrations. An
extended manufacture warranty against leaks is
activated with submittal of a completed warranty card.
Special Characteristics
• Rapid installation - "Slip -fit" light weight curb design
reduces labor significantly,
• Excellent adhesion to most roofing materials.
• No flashing or mechanical attachment required.
• Service Temperature -40°F to 200°F (-40°C to 93°C)
• I -PaftO accommodates movement and is suggested
for use on all granulated membranes and details
with excessive movement.
• For sloped roof applications, substitute DuraLinkTM
non -slump adhesive/sealant for 1 -Part and M-V
Restrictions
• Do not apply below 30°F (-I'C)
• Do not install if rain is anticipated within 4 hours
• Do not use on Hypalon or smooth APP modified
bitumen membrane. For smooth APP, torch down
a target of granulated APP before installation.
• TPO Primer must be used for TPO applications.
• Do not prime bonding surfaces with asphalt primer!
• Do not use asphalt cement as a "night sealant."
Use M-1 for this purpose.
• E-Curb kits are designed to contain enough 1 -Part
to fill each curb with displacement in consideration.
Refer to our penetration calculator under contractor
resources at chemlink.com to verify volumes.
J[#jjI jt*�IIII
Last Revision: 02/20/13
Document No. L1350
E-Curb System Components
- E-Curb exterior rings, straights, and corners.
M-1 Structural Adhesive/Sealant used for bonding
the E-Curb components, sealing and priming the
penetration.
1-Part "moisture cure" pourable sealer, used to
form a durable, water -tight seal around the roof
penetration.
E-Curb precast form components are composed of
light weight nylon resin. The E-Curb is 2-inches high
and is available in a variety of shapes and sizes.
Sizes available include: bi-sected circular pieces
having inside diameters of 3, 4, 6, or 9 inches. Corner
pieces having a 2-inch radius, and 8-inch straight
pieces are also available to create larger sizes. The
outer surface is impervious to ice, corrosion, UV
(ultraviolet) light and ponding water.
M-1 Structural Adhesive/Sealant is a durable, self-
fixturing moisture cure mastic. Cartridges of M-I are
supplied in each E-Curb Kit. Components are also
sold separately.
1-Part is a highly flexible, self -leveling moisture cure
pourable sealer that eliminates mixing. It is also
100% solid rubber, has a very low VOC content, will
not melt or shrink, and is resistant to deterioration.
It is supplied in 10.1-oz and 28-oz cartridges or 1/2
gallon pouches. Unused sealant can be capped and
reused.
All properties described in this document are derived from testing conducted in laboratory conditions. Properties and performance
will vary depending on environmental conditions and application technique. Test and evaluate to determine appropriate usage.
Visit www.chemlink.com for the Material Safety Data Sheet, Technical Data Guides and full warranty for this product.
LIMITED WARRANTY: CHEM LINK Products, LLC warrants this product's performance, provided it is property stored and
applied within 1 year. If not satisfied, return remaining product and purchase receipt for refund or replacement of product exclusive
of labor or cost of labor. This is the sole and exclusive remedy for defects or failure of this product. User must read and follow the
direction of the current Technical Data Guide and MSDS prior to product use. User determines suitability of product for intended
use and assumes all risks. Manufacturer shall not be liable for damages (including consequential or incidental damages) in
excess of the purchase price, except where such exclusion or limitation is prohibited by state law. THIS WARRANTY IS IN LIEU
OF ALL OTHER WARRANTIES, WRITTEN OR ORAL, STATUTORY, EXPRESS OR IMPLIED INCLUDING ANY WARRANTY
OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE; except for the above express warranty given by
manufacturer, the product is sold with all faults. CHEM LINK PRODUCTS, LLC SHALL NOT BE RESPONSIBLE FOR THE USE
OF THIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS
HELD BY OTHERS. This warranty gives you specific legal rights, and you may also have other rights in the U.S, which vary from
state to state. For warranty claim information, call 800-826-1681 .
S0101,
22171 MCH RD
MANDEVILLE, LA 70471
r2221401191 WMI001111
0 'gr -11 A I
0616 AdIETPiTSTITA"T",
ZEPHYRHILLS,
FL 33540
SYSTEM SIZE
DC SIZE: 7.505 KW DC-(STC)
AC SIZE: 551 0 KW AC I
U - 11
R(�
CONTR,V_�
ffiNATIONAL
ISO
CHEMLINK"" R
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DRAWN DATE 8/20/2022
ASSOCIATION
MEMBER ldk
Advanced Architectural Products
19100.
DRAWN BY
ADS
SHEET NUMBER
R-009
Friday, December 9, 2022
Property Owner: CASSANDRA EATON
Property Address: 39616 AMETHYST WAY, ZEPHYRHILLS, FL 33540
RE: Photovoltaic System Roof Installations
I have reviewed the existing structure referenced above to determine the adequacy of the existing structure support the
proposed installation of an array of solar panels on the roof.
Based on my review, the existing structure meets or exceeds applicable codes listed below to support the proposed solar
panel installation. This assessment is based on recent on -site inspection by solar inspectors and photographs of the
existing structure. The photovoltaic system is designed to withstand uplift and downward forces: our assessment is
regarding the structure's support of the array. Stresses induced by the introduction of individual mount loads on the rafters
or truss top chord are within acceptable limits as shown on the attached calculations. The structural considerations used
in our review and assessment include the following:
Evaluation Criteria:
Applied Codes: ASCE 7-16 FBC 2020 NEC 2017
Risk Category: I1
Design Wind Speed (3-second gust): 137 mph
Wind Exposure Category: C
Ground Snow Load: 0 PSF
Seismic Design Category: D
Existing Structure:
Roof Material: TPO
Roof Structure: 2x6 Rafters
Roof Slope: 1/12
PRINCIPAL Infrostructureg
Architectwe + Ems' ering ♦ C'anxt ction
v*,tvwv.pi- .corn + in&gpi-aec.ca
Page 2 of 3
Effect of the Solar Array on Structure Loading:
Gravity Load:
Per IBC Section 1607, the areas of the roof where solar panels are located are considered inaccessible, and
therefore not subject to roof live loading. Live load in these areas is replaced by the dead Load of the solar
array, 3 psf. The total gravity load on the structure is therefore reduced and the structure may remain unaltered.
Connections of the mounts to the underlying structure are to be installed in a
staggered pattern, except at the array ends, to distribute the loading evenly to the roof structure. The stresses
within the rafters or truss top chord due to the introduction of discrete mount loads are within acceptable limits,
as shown on the attached calculations.
Wind Load:
The solar panel array will be flush mounted (no more than 6" above the surrounding roof surface, and parallel
to the roof surface. Any additional wind loading on the structure due to the presence of the array is negligible.
The array structure is designed by the manufacturer to withstand uplift. and downward forces resulting from
wind and snow loads. The attached calculations verify the capacity of the connection of the solar array to the
roof to resist uplift due to wind loads_ the governing load case.
Snow Load:
The reduced friction of the glass surface of the solar panels allows for the lower slope factor (Cs) per Section
7.4 of ASCE 7.16 resulting in a reduced design snow load for the structure. This analysis conservatively
considered the snow load to be unchanged.
Seismic Load:
Analysis shows that additional seismic loads due to the array installation will be small. Even conservatively
neglecting the wall materials, the solar panel installation represents an increase in the total weight of the roof
and corresponding seismic load of less than 10%. This magnitude of additional forces meets the requirements
of the exception in Section 1113.4 of ASCE 7-16. The existing lateral force resisting system of the structure is
therefore allowed to remain unaltered.
%.p1F�R�!
i19
AU
ORIP
a
a
PRINCIPAL
1011 N. CAUSEWAY BLVD.•
MANDEVILLE, LA 70471
985.624.5001
INFO@PI-AEC.COM
FLORIDA FIRM NO. 30649
"Improving the PRLNCIPAL lnfras&ucture of our World'
PRINCIPAL Engineering1t,
Architecture * Engi -irfg + Constmchon
Page 3 of 3
Conclusion:
To the best of my professional knowledge and belief, the subject construction and photovoltaic system
installation will be in compliance with all state and local building codes and guidelines in effect at the time of
our review.
Limitations:
Engineer's assessment of the existing structure is based on recent field reports and current photographs of the
elements of the structure that were readily accessible at the time of inspection. The design of the solar panel
racking (mounts, rails, connectors, etc.), connections between the racking and panels, and electrical
construction related to the installation are the responsibility of others. The photovoltaic system installation must
be by competent personnel in accordance with manufacturer recommendations and specifications and should
meet or exceed industry standards for quality. The contractor is responsible for ensuring that the solar array is
installed according to the approved plans and must notify the engineer of any undocumented damage or
deterioration of the structure, or of discrepancies between the conditions depicted in the approved plans and
those discovered on site so that the project may be reevaluated and altered as required. Engineer does not
assume any responsibility for improper installation of the proposed photovoltaic system.
E
r
985.624.5001
INFO@PI-AEC.COM
FLORIDA FIRM NO. 049
"Improving the. PRINCIPAL 1nJ' � uctu e of our World,
Uplift and Wind Downforce Calculation Summary (ASCE 7-16)
Mount, Rack, & Panel Proportioning
Point Load Check and Rafter Stress Analysis
Property Owner:
CASSANDRA EATON
Max. individual
Panel Dimensions
Project Address:
39616 AMETHYST WAY
Length (in)
Width (in)
I Area (sf)
City, State:
ZEPHYRHILLS, FL 33540
57.6
41.1
16.44
Building Characteristics, Design Input, and Adjustment,Factors
Roof Dimensions: Length;
54 Greater Dimension 54
Width:
32 Least Dimension 32
Roof Height (h):
25 Fig 30,4-1, valid under 60' ✓'
Pitch: on 12 =
4.8° Must be less than 45° ✓'
Roof Configuration
Gable
Roof Structure
2x6 Rafters
Roof Material
Plywood
Risk Category:
li
Basic Wind Speed:
137 From 26.5-1
Exposure Category:;
C Fig. 26.7
Topographic Factor (K,J
1,35 Fig, 26.8-1
Wind Pressure @ h=30, pneM
See Table Below =Fig. 30.4-1
Ht. & Exposure Adjustment (A)
1.35 1 Fig. 30.4-1
Adjusted Wind Pressures, Pno
See Table Below Eq. 30.4-1
Effective Wind Area (sf):
8.22 (Area per individual mount)
Roof Zane Strip (a); in ft, Fig: 30.41; ivake 5
1'- Least Roof Horizontal Dimension (L or W) x 0.10
3.2
10
2 - Roof Height x 0.4
3 - Least Roof horizontal Dimension (L or W) x 0.04
1.28
3.2
4 - Least of (1) and (2)
3.2
5- Greater of (3) and (4)
3.2
6 - Greater of (5) and 3 feet a=
IIIIIIIIJANIff V1
MANDEVILLE, LA
70471
985.624.5001
INFO@PI-AEC.COM
FLORIDA* 30649
Net Design Pressures, pnet (Fig 30,4-1), Components & Cladding
Uplift (-psf) Factored Pressure
P30net IK,tp3o t (0.6W; ASCE 7-16) 0
Zone 1 49.0 89.4 53.6
Zone 1'
28.2
51.4
30.8
0 < 7°
Zone 2
64.6
117.8
70.7
Zone 3
88.1 -
160.6
96.4
MANDEVILLE, 70471
985.624.5001
INFO@PI-AEC.COM
Snow Load
Terrain Category:
Exposure
Exposure FactorCe
Thermal Factor, Ct
Roof Configuration
Roof Slope
Distance from Eave to Ridge
pm, Minimum required Snow Load
Para 6.5.6.3
Table 7-2
Table 7-3
Para. 7.3.4
C
Fully
0,9
1.2
Gable
04.8*
16.0
0.00 psf
znne1:
arails, mounts @ «ft. uc
zunezc
N/A
zvner:
zrails, mounts @ 4ft. n.c.
zopea:
srails, mounts @ zft. u.c
zuncz:
arails, mounts @ zft. oz.
znneae:
N/A
znnrze:
N/A
| zunesc
N/A
985.624.5001
FLORIDA FIRM NO. 30649
Note 1:Y0ndspeedvalue isdesign 3-secgust inaccordance with ASCE7-16
Note 3:These drawings were prepared under mysupemimon.
| have researched the code and tothe best nfmyknowledge
And belief, these drawings comply with the 2O28Florida
Building Code,
Note 4:Installer shall adjust mount spacing byzone tomatch
prescribed values unengineer's calculation letter
Note5: Maximum rail cantilever distance beyond outermost mount ia
One-third the zone -specific mount spacing.
ARRAY
TILT- 5 DEG
AZIMUTH - 133 DEG
- CLAMP
- SOLAR STACK
MOUNT
TOTAL MOUNT COUNT - 42
WIND ZONE CALCULATIONS:
OFFSET
LEGEND
WIND ZONE 1 (TYP)
WIND ZONE 2e (TYP)
WIND ZONE 2n (TYP)
WIND ZONE 2r (TYP)
WIND ZONE 3e (TYP)
M A TACHMENT PLAN=
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PROJECT NAME xADDRESS
uwwmummmm
00
PRINCIPAL ENGINEERING, INC.
\ m11wCAUSEWAY BLVD. TEo
/ 985�4.5001
wFO@nAEC.COm
FLORIDA FIRM NO, 30649