HomeMy WebLinkAbout23-61685335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021 1
ELCMISC-006168-2023
Issue Date: 05/03/2023
1111111111 1111111111 11 ",'I'll I I III iiiiii�ollillil 11 11111111 11111 11111 117 11
Complete Plans, Specifications add fee Must Accompany Application, All work shall be performed ir
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE
I
PE IT OFFICE
ITHOUT APPROVED INSPECTION
813-780-0020 City of Zephyrhills Permit Application Fax-813a80-0021
Building Department
Date Received
Phone Contact for Permitting )
4994499
�'"
,�
Owner's Name
T _ f
Owner Phone Number
Owner's Address`-) i'')
_ n'; "''- g/r=' g $ Owner Phone Number
�—
Fee Simple Titleholder Name
Owner Phone Number
�—
Fee Simple Titleholder Address
JOB ADDRESS
}" 1)
r r c c
LOT #
SUBDIVISION Cr`
t'
WORK PROPOSED
NEW CONSTR
INSTALL
PROPOSED USE
SFR
TYPE OF CONSTRUCTION
BLOCK
E]
PARCEL ID# r
(OBTAINED FROM PROPERTY TAX NOTICE)
ADD/ALT
REPAIR
COMM
FRAME
SIGN = DEMOLISH
OTHER
C� STEEL
BUILDING SIZE �— SO FOOTAGE HEIGHT
=BUILDING VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL $ AMP SERVICE PROGRESS ENERGY = W.R.E.C.
=PLUMBING $ �''� "—�
� F.
=MECHANICAL L$ VALUATION OF MECHANICAL INSTALLATION � a ,d'
GAS ROOFING SPECIALTY = OTHER /1
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY �—
SIGNATURE REGISTERED Y / N FEE CURREN
Address License #
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y / N FEE CURREN Y ( N
Address License # —�
PLUMBER COMPANY
SIGNATURE REGISTERED Y ! N FEE CURREN Y / N
Address License #
MECHANICAL COMPANY
SIGNATURE REGISTERED Y / N FEE CURREN I Y / N
Address �{ License # �®
OTHER rt COMPANY @91 0 rCl L1
SIGNATURE �., ) „> REGISTERED Y I N FEE CURREN
Address 12 qSx g t d)`.' C"8'p k, :,.. B License. #
41111911112
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, Stormwater 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 Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences (PloUSurvey/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- 6009.
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 IMPACTILITILITIES 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
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, 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 sternwall.
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
FLORIDA JURAT IRS, 117.03)
OWNER OR AGENT
CONTRACTOR _12s cs.��±_Jj
Subscribed and sworn to (or affirmed) before me this
b
Subscribed and swat to (or affirmed) before me this
5 by
VR�a,.,a
Who personally known to me or has/have produced
personal) to me or has/have produced
as identification.
'22_,_X1novvn
as identification.
Notary Public
Commission No.
Name of Notary typed, printed or stamped
Notary Public
Commission No.
Name of Notary typed, printed or stamped
RA 1hb Notary Public State of Florida
Sreane CoW
My Commission
%4 HH 174018
EXP� 9/1412025
M
Current
ZY
Subject: Structural Certification for Installation of Residential
0 lar
re job: Josue Lugo
7811 Merchantville Cir, Zephyrhills, FL 33540, USA
Attn.: To Whom It May Concern
Observation of the condition of the existing framing system was performed by
Powur PRC
"oo"
V NA A
No.85003
STATE OF
NA.
After review of the field observation data, structural capacity calculations were performed in accordance
cvIculations wArformed and
limits of scope of work and liability, The design criteria and structural adequacy are summarized below:
Code: 2020 FRG, ASCE 7-16, Ult Wind Speed: 145 mph, Exposure Category: C, Ground Snow: 0
psf, Min Snow Roof: 0 psf
1111INW17911MARA"M — ii5lrm
Professional Engineer
info@currentrenewableseng.com
1760 Chicago Ave Suite J 13, Riverside, CA 92507 info @currentrenewableseng, corn (951) 405-1733
Page 1 of 8
Nk
RM
2683 Via De La Valle #321G
uw-.MIMTITJ���
Current
Engifineering
N E N
%
No485003
STATE OF I
%
TA 4/27/23 EXP 2/28/25
The following calculations are for the structural engineering design of the photovoltaic panels and are
valid only for the structural info referenced in the stamped plan set.
All mounting equipment shall be designed and installed per manufacturer's approved installation
specifications.
22-s��
Code: 2020 F6C, ASCE
Live Load: 20 pII
sf
Ult Wind Speed: 145 mph
Exposure Cat: C
Ground Snow: 0 psf
Min Snow Roof: N/A
Professional Engineer
info@currentrenewableseng.com
1760 Chicago Ave Suite J13, Riverside, CA 92507 info@currentrenewableseng.com (951) 405-1733
Page 2 of 8
Josue Lugo
Current
Engineerii-ig
RTT�# �-
- �
Roof 1
Roof Type =
Shingle
Roof Pitch (deg) =
210
Mean Root Height (ft) ®
110
Attachment Trib Width (ft) ®
125
Attachment Spacing (ft) =
4.0
Framing Type =
Truss
Framing Size =
2x4
Framing OC Spacing (in.) ®
24.0
Section Thickness, b (in) =
t5
Section Depth, d (in) =
3.5
Section Modulus, Sx (in3) =
1062
Moment of Inertia, Ix (in ) =
5359
Unsupported Span (ft) =
9.0
Upper Chord Length (ft) =
21.0
Deflection Limit D+L (in) =
4.2
Deflection Limit S or W (in) =
2.8
Attachments Pattern ®
Fully Staggered
Framing Upgrade ®
No
Sister Size =
NA
Wood Species =
DF
Wood Fb (psi) =
900,0
Wood Fv (psi) =
180.0
Wood E (psi) =
1600000.0
CD (wind) ®
1.6
Cd (snow) =
1 A 5
CLS =
tO
CM = Ct = CL = Ci =
1.0
Cr®
1.5
Cf. =
1-0
Cr =
1.15
F'b wind (Psi) =
2484,0
F'b snow (psi) =
1785.37
F'v wind (Psi) =
28&0
F'v snow (psi) ®
207.0
M allowable wind (lb-ft) =
633.94
M allowable snow (lb-ft) =
455.64
V allowable wind (lbs) =
lowo
V allowable snow (lbs) =
724.5
E' (psi) =
1600000.0
1760 Chicago Ave Suite J13, Riverside, CA 92507 info@currentrenewableseng.com (951) 405-1733
Panels Dead Load (psf) =
3.0
Roofing Weight (psf) =
3.0
Decking Weight
Framing Weight (psf) =
0.602
Misc. Additional Weight (psf) =
1.o
Existing Dead Load (pSf) =
6.602
Total Dead Load
Ultimate Wind Speed
Directionality Factor, kd = 0.85
Topographic Factor, kzt = 1.0
Velocity Press Exp 849
Factor, kz = 0.
Velocity Pressure, qz (psf) = 38.837
External Pressure
External Pressure Up, GCp_2 = -2-167
External Pressure Up, GCp_3 = -2.453
External Pressure Down, GCp = 0.465
Design Pressure Up, p_1 (psf) = -40.196
Design Pressure Up, p_2
Design Pressure Up, p_3 (psf) = -65.734
Design Pressure Down, p (psf) = 16.0
Ground Snow Load, pg (psf) =
0.0
Min Flat Snow, pf_min (psf) =
0.0
Sloped Snow, ps�_min (psf) =
00
Snow Importance Factor, Ic =
1.0
Exposure Factor, Ce =
0.9
Thermal Factor, Ct =
1.1
Flat Roof Snow, pf (psf) =
o,o
Slope Factor, Cs =
to
Sloped Roof
Ref, Withdrawal Value, W (lb/in) =
266.0
(C, = Ct = Cag = 1.0) CD =
1.6
Adjusted Withdrawal Value, W (lb/in) =
425.6
Lag Penetration, p (in.) =
2.5
Allowable Withdrawal Force, Wp (lbs) =
1064.0
Applied Uplift Force (lbs) =
-249.632
Uplift DCR =
0.235
Ref. Lateral Value, Z (Ibs) =
266.0
(C, = Ct = CA = Ceg = 1.0) CD =
0.9
Adjusted Lateral Value, Z' (Ibs) =
243.0
Applied Lateral Force (Ibs) =
15.239
Angle of Resultant Force, a (deg) =
1.51
Adjusted Interaction Lateral Value, Z'a (lbs) =
1050.319
Lateral DCR =
0.015
1760 Chicago Ave Suite J 13, Riverside, CA 92507 info@currentrenewableseng.com (951) 405-1733
Page 5 of 8
Josue Lugo
Current
Engineering
Roof 1
Applied Moment (lb-ft) ®
1710
Applied Shear (lbs) =
105.0
Allowable Moment (lb-ft) =
456.0
Allowable Shear (Is) =
724.0
Moment DCR =
0379
Shear DCR =
0.145
Applied Moment (lb-ft)
Applied Shear (lbs) =
21 O
Allowable Moment
Allowable Shear (lbs) =
loo8
Moment DCR
Shear DCR =
0,201
LCI D+0,75(S+0.6W)
Applied Moment (lb-ft) =
302..
Applied Shear (lbs) =
181
Allowable Moment
Allowable Shear (lbs) =
1008
Moment DCR =
0.47
Shear DCR =
0 4,z
Applied Moment (lb-ft) =
363,0
Applied Shear (IbS) =
220.0
Allowable Moment (lb-ft) =
634.0
Allowable Shear (lbs) =
1008.0
Moment DCR =
O572
Shear DCR =
0.218
1760 Chicago Ave Suite J13, Riverside, CA 92507 info@currentrenewableseng.com (951) 405-1733
Page 6 of 8
Josue Lugo
Current
�\ :
����\��\.\m..\\\
"7
nneering Egi
am
EMIUM.
Deflection (in.) = 0.63
Deflection Limit (in.) = 4.2
Deflection DCR = 0.15
Deflection (in.) = o.o
Deflection Limit (in.) = 2,8
Deflection DCR
Deflection (in.)= o.1 11
.:.y®, Limit (in.) = 2.8
Deflection DCR = 0.04
Deflection
Deflection
Deflection DCR = 001
1760 Chicago Ave Suite J13, Riverside, CA 92507 info@currentrenewableseng.com (951) 405-1733
Wall Weight (psf) =
17.0
Tributary Wall Area (ft2) =
970.0
Total Wall Weight (lbs) ®
16490.0
Roof Weight (psf) =
6M2
Roof Area (ft2) =
2340.0
Total Roof Weight (lbs) =
15447.656
Total Existing Weight (lbs) =
31937.656
The increase in weight as a result of the solar system is less than 10% of the existing structure and therefore
no further seismic analysis is required.
1760 Chicago Ave Suite J13, Riverside, CA 92507 info@currentrenewableseng.com (951) 405-1733
The calculations produced are only for the roof framing supporting the proposed PV installation
referenced in the stamped planset and were completed according to generally recognized structural
analysis standards and procedures, professional engineering and design experience, opinions and
judgments. Existing deficiencies which are unknown or were not observable during time of inspection
are not included in this scope of work. This analysis is not stamped for water leakage. Prior to
commencement of work, the contractor shall verify the framing sizes, spacings, and spans noted in the
stamped plans, calculations, and cert letter (where applicable) and notify the Engineer of Record of any
r
that was not addressed in stamped plans, calculations, and cert letter (where applicable) and notify the
Engineer of Record of any concerns prior to starting construction,
1n,"-nt
Engineering
April 19, 2023
Attn: To Who It May Concern,
Project e:Josue Lugo
Project Address 7811 Merchantville Cir, Zephyrhills, FL 33541
MIA Al,/�
N
No, 85 3
S
1A T TE OF
rD,
AL
Per Florida Statute(F.S.) 377.705 (revised 7/1/2017), 1, Methode Maniraguha,PE (# 85003)
an engineer licensed pursuant to Chapter 471, certify that the PV electrical system and
electrical components are designed and approved using the code requirements and
standards contained in the Florida Building Code.
If you have questions regarding this matter, please do not hesitate to contact me directly.
lz�
Prepared by:
Current Renewables Engineering Inc.
Riverside, CA
Projects@currentrenewableseng.com
111'1�"111il"' \� ,",'�,�',,,?,,,',�'��,"N,,,",''",'J1
Residential Optional Calculation
by Jahn S.kdhk Version 2011 L
STEP 1 Article 220.82 (B) (1),(2)
sq. ft IV 1808 General Lighting load 5,424 VA
2 Small Appliance 3,000 VA
1 Laundry circuit 1,500 VA
Gen,Lgt, Sm App.& Laun. Load 9,924 VA
STEP 2 Article 220.82 (C) E-]
A/C Condenser & Fixed Electric Space Heating
5 ton 'w: 7,130 VA AHU 1 Select
A/C #2 V, VA AHU 2 Select
A/C #3 V VA AHU 3 Select
A/C #4 V VA AHU 4 Select
A/C #5 'W VA AHU 5 i Select
STEP 3- Article 220.82 (13) (3)
3,500 VA V, 1 Water Heater
1,400 VA V 1 Refrigerator
700 VA 'W Freezer
1,030 VA 'W:1 Dishwasher
690 VA 1 Disposal
400 VA 1 R / Hood
1,000 VA_ 1 Microwave
0 1,440 VA 'W Microwave
170 VA *r: Mini Refrig
E] 400 VA V: Wine CIr
11 5,000 VA 'V: Instal Hot
1,500 VA W, Ironing Center
0 select Jacuzzi Tub
0 select Sprinkler Pump
0 select Well Pump
select Fountain Pump
elect
,Welder
Pool Equip. Panel
0 5760 Heat
0 Other Loads
STEP 4 Article 220.82 (B) (3)
Electric Clothes Dryers
STEP 5 Article 220.82 (B) (3)
Electric Ranges 7,680 W
or Number of appliances
Josue Lugo
KOO m1symmew
General lighting, Sm. Appl. & Laundry
CITY Total 1
VA 1 Heating Load VA
VA Qty CU Load E7,1 3 VA
OVA
VA Qty
VA QtY_ w Electric Space Heat @ 65% <4, 40% >3, vs. A/C @ 100%
VA Qty V
Appliance Demand Load
1,400 VA
Dryer Demand Load
700 VA
1,030 VA
Range Demand Load
690 VA
400 VA
Service Demand
1,000 VA
'� 4 � C ys
L A'
VA
VA
ZZ No 85003
VA
VA
VA
STATE OF " Q—Z
VA
'0,QR1
�LUN'
VA
VA
VA STAMPED 4/27/ P 2/28/25
VA Apply Demand
760 VA Apply Dema
'-, VA No Deman
99�
Col C demand 80(E
Cooktop Col B demand
R1 Check Box for Gas Range Cooktop Col B demand
Oven(s) Col B demand
Oven(s) Col B demand
Number of appliances 0 Dem, Factor
Cooktop & Oven Demand Load
RMH��
Neutral Demand
FRI
Total Appliance Load
7,130 VA
14,480 VA
5,760 VA
VA
25,196 VA
105 A
97 A
110A
3
3
6
Copper
< < < < < < < < < < < < < < < < < < < <
Pool Panel Feeder Calculation (Se7ote) -A B N Continuous Non -continuous
Continuous Motors 0 .... 0 0 0 =N Motors Motors
0 0
Non -continuous 0 0 0 0 select V, 0 240V select V 240V
Spa heater 11 kVA 0 0 select 'W El 240v select V E-1 240v
Pool heater 3.5 ton 0 0 select 1W❑ 240v select F 240v
Pool heater 5 ton 0 0 select V❑ 240v select El 240v
Pool Light select 0 ..... 0 0 0 select v❑ 240v select 1W❑ 240v
Blower select--v 0 0 240v 0-0-0
other load 0 0 240v Of 0 0 E::::Om0�Motor Neutral Load
other load 0 0 240v 0 0 0
Cop
Lj � Lin Max.Unbalanced Neutral Load
LMinimum Panel latin A Phase Amperes Neut. load
SYSTEM SUMMARY:
(N) 23 - HANWHA Q CELLS Q.PEAK DUO BLK ML-G10+ (40OW) MODULES
(N) 23 - ENPHASE ENERGY IQ8M-72-2-US MICRO -INVERTERS
(N) JUNCTION BOX
(E) 225A MAIN SERVICE PANEL WITH (E) 200A MAIN BREAKER
(N) 60A NON -FUSED AC DISCONNECT
(N) ENPHASE IQ COMBINER BOX 4
X2-IQ-AM1-240-4 (IEEE 1547:2018)
a
ROOF TYPE: - COMP -SHINGLE
NUMBER OF LAYERS: - 01
ROOF FRAME: - 2"X4" TRUSSES a@ 24" O.C.
STORY: - ONE STORY
SNOW LOAD: - 0 PSF
WIND SPEED:- 145 MPH
WIND EXPOSURE:- C
RISK CATEGORY:- II
COORDINATE:- 28.269912,-82.177044
MOTE: INSTALLER TO DETERMINE OPTIMAL
CONDUIT RUN ON SITE. ATTIC RUN IS
OPTIONAL UNLESS REQUIRED BELOW,
ATTIC RUN: REQUIRED
GOVERNING CODES:
2020 7TH EDITION FLORIDA BUILDING CODE
BUILDING
2020 7TH EDITION FLORIDA BUILDING CODE
RESIDENTIAL
2020 7TH EDITION FLORIDA BUILDING CODE:
MECHANICAL
f 7TH EDITION FLORIDA BUILDING
PLUMBING
7TH EDITION FLORIDA BUILDING CODE:
FUEL GAS
2020 7TH EDITION FLORIDA BUILDING CODE:
ENERGY CONSERVATION
2020 7TH EDITION FLORIDA BUILDING CODE:
EXISTING BUILDING
FLORIDA2020
2020 7TH EDITION FLORIDA FIRE PREVENTION
CODE (NFPA)
2017 NATIONAL ELECTRIC CODE (NEC)
PV-0
COVER SHEET
PV-1
SITE PLAN WITH ROOF PLAN
PV-2
ROOF PLAN WITH MODULES
PV-3
ROOF ZONING AND ATTACHMENT PLAN
PV-3.1, 3.2
ATTACHMENT DETAILS
PV-4
ELECTRICAL LINE DIAGRAM WITH
CALCULATION
PV-5
WARNING LABELS & PLACARD
PV-6+
EQUIPMENT SPEC SHEETS
APPLICABLE CODE:
} DESIGN LOADS
EDITION)2- LAG SCREW DIAMETER AND EMBEDMENT LENGTHS ARE
DESIGNED PER 2020 FLORIDA BUILDING CODE (7TH
SOUTHERREQUIREMENTS. ALL BOLT CAPACITIES ARE BASED ON
3. ALL WIND DESIGN CRITERIA AND PARAMETERS ARE FOR HIP
AND GABLE RESIDENTIA ROOFS, CONSIDERING FROM A 7' TO A
MAXIMUM 23- (5/12 TO A MAXIMUM 7/12 PITCH) ROOF IN
SCHEDULE. CONTRACTOR TO FIELD VERIFY THAT MEAN ROOF
HEIGHT RAFTERS AS EMBEDMENT MATERIAL.
4, ROOF SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM
6511, AND IS THE RESPONSIBILITY OF THE CONTRACTOR TO
DISSIMILARPILOT DRILL AND FILL ALL HOLES,
5. ALL MATERIALS SHALL BE SEPARATED WITH
NEOPRENE WASHERS, PADS, ETC OR SIMILAR.
6. ALL ALUMINIUM COMPONENTS SHALL BE ANODIZED ALUMINIUM
6105-T5 UNLESS OTHERWISE NOTED.
7. ALL LAG SCREW SHALL BE ASTM A276 STAINLESS STEEL
UNLESS OTHERWISE NOTED.
8. ALL SOLAR RAILING AND MODULES SHALL BE INSTALLED PER
MANUFACTURER INSTRUCTIONS.
9. CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE
INSTALLED AND SEALED PER 2020 FLORIDA BUILDING CODE
(7TH EDITION) OR LOCAL GOVERNING CODE
LABELED
t) ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL, A
FOR ITS APPLICATION.
2.\,, ALL CONDUCTORS SHALL BE COPPER RATED r
3.) WIRING, CONDUIT, AND RACEWAYS MOUNTED 75 DEGREE C WET ENVIRONMENT.
CLEARANCESSHALL BE ROUTED DIRECTLY TO, AND LOCATED AS CLOSE
POSSIBLE TO THE NEAREST RIDGE, HIP, OR VALLEY.
4.) WORKING
ELECTRICAL EQUIPMENT
ACCESSORIESCONTRACTOR SHALL FURNISH ALL NECESSARY OUTLE
SUPPORTS, FITTINGS AND
CODES AND STANDARDS.
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STRUCTURAL NOTES -
1, THESE PLANS ARE STAMPED FOR
STRUCTURAL CODE COMPLIANCE
OF THE ROOF FRAMING
SUPPORTING THE PROPOSED PV
INSTALLATION ONLY,
2, THESE PLANS ARE NOT STAMPED
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3, PV MODULES, RACKING, AND
ATTACHMENT COMPONENTS MUST
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GUIDELINES AND REQUIREMENTS,
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REPORT FOR ADDITIONAL
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DEL MAR, CA 92014, USA
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INSTALLATION GUIDELINES AND ENGINEERED SPANS FOR
DESIGN SUPPORT DAY OF INSTALL:
ATTACHMENTS
CHAT.POV\/UR.COM
NOTE: APPROVED ROOF ATTACHMENT OPTIONS INDICATED
VERSION
ON PV-3.1 & PV-3.2 ATTACHMENT DETAILS PAGE(S)
DESCRIPTION DATE REV
BILL OF MATERIALS
INITIAL RELEASE 04JOI/2023 UR
EQUIPMENT QTY DESCRIPTION
RAIL
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ROOF LAYOUT, NOTE
ROOFSOLAR PANEL LAYOUT IS
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FLORIDACONTRACTOR MAY ADJUST PANEL LOCATION.
ZONE 3. SEE 2020 RESIDENTIAL
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ALL WIND DESIGN CRITERIA AND PARAMETERS
ARE FOR HIP AND GABLE RESIDENTIAL ROOFS,
CONSIDERING FROM A7° TO A MAXIMUM 23° (7/12
TO A MAXIMUM 7112 PITCH) ROOF IN SCHEDULE.
CONTRACTOR TO FIELD VERIFY THAT MEAN ROOF
HEIGHT DOES NOT EXCEED 30'4'.
ROOF SEALANTS SHALL CONFORM TO ASTM C920
AND ASTM 6511, AND IS THE RESPONSIBILITY OF
THE CONTRACTOR TO PILOT DRILL AND FILL ALL
HOLES.
NEOPRENEWITH
ALL ALUMINUM COMPONENTS SHALL BE
ANODIZED ALUMINUM 6105-T5 UNLESS
OTHERWISE NOTED.
ALL LAG SCREW SHALL BE ASTM A276 STAINLESS
STEEL UNLESS OTHERWISE NOTED.
ALL SOLAR RAILING AND MODULES SHALL BE
INSTALLED PER MANUFACTURER INSTRUCTIONS.
OR LOCAL GOVERNING CODE.
NOTE TO INSTALLER:
NOTE FIELD ADJUSTMENTS CAN BE MADE TO
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PLUMBING VENTS, SKYLIGHTS AND
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INITIAL RELEASE 04/01/2023 UP
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DESCRIPTION DATE REV
INITIAL RELEASE 04/01/2023 UP
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digital Is and has supsirfast responsebme., to changing doads and grid events, aiievarring
consbaintson battery s4driq for homeenerq v� y systerns.
part, of ti ut Enphaso Erwa gy Syptern, X]Nf
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Produce pusstef fenox wr,.aritiro grid is
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DRAWING TYPE: PA F DETAIL
DESCRIPTION: RAIL
REVISION DATE: October2016
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DESCRPTION DATE REV
INITIAL RELEASE 04M /N23 U R
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----- M LEVEL FIRE ----- ----------FICATION- -- - - ------- ------------- -----______ --- I -------- --------- ----- -------- -------
SYSTECLASSI
The system Ire class rating requires instaflation In the manner specifled in the SOLARMOUNT Insirtriatron Guide. SOLARMOUNT has beer, classified to the system
level part -ion of UL2703. S-
fine CLARMOUNT has schieved system level performance for steep sloped Orne.The fire atassi9satibn rating is only valid an roof pitcries
greater thar, 2:12 ktopss a 2 inches per foch, at 9.5 degrees,. The system is to be nsaunted over fire resistanticof cirreirrig rated for the application, There is no
R , nininium or maximum height limitation above the Foci to matvirain the system fire ravoil far SOLARMOUNT Module Types, System Level Fire stings,
and Mitigation. Requirements are Usted below:
Risit Typo : Module Fir. Types System Level Fire Rating Riall Direction ule
& HID Rli i-, A, C",,,,, F & C "gor W.'4 OR F'.O ,0 N..
F,,-, 19, 1 29, & SO byth
11-drc,"Ir OR RRtllait R-1.1ea
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OR, O.PiOz ri- PivQ"ii,td
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it, OR P "tt
=703 CERnRcknw MARVJNG LABEL.
Unicac SOLARMOUINT is listed to UL 2703, Certificart tion -narking is embossed on ia', mid stamps as shown, Lapels with,
racking system is fu' Uy assembled. a be app, iihi to trie
add itio*at information will be provided, After the
SOLAPINOUNT rait at the edge of the array. Before appLyfrig the bibeir the carriers of the Label that do riot pisitain to the
system being installed must be removed so that only the installed system type is shovving. C Us
I'll, I � "i "- '- ,-' -7 1111, - �' I""'- - � I 11�1-1 I � " I , 26690
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BONDING CONNECTION GROUND PATHS I. lroi
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BONDING MIOCLAMPASSEMBLY BONDING MIDCLAMPASSEMBLY
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GROUNDING LUG MOUNTING DETAILS:
Details are provided fat bon this WEES and Ross products, The WEESLug has. a
grounding symbol located on the lug assembty.The Rate tug has a green colored
set screw for grounding indication purposes. Installation must be in actrordance,
with NFPA NEC 70, however the stectricat designer of record should refer to the
taosso revision of NEC for actual grounding conductor cable size
-GROUND LUG BOLT SIZE DRILL SIZE
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WEEBLUG CONDUCFOR - UNfRAC P/N 009002S�
Apply Anti Seize and heart a brAt in the awntrurr re'll and through the ctsusancer note
in the stainless sireast flat washer Piece me stainless steel flat washer on the bob,
oriented so the dimples wift contact the aluminum raiL Race the lug partier, on the
baft and stainless steel flat washer. Introit stainless steel flat washer, tockwas"r and
nut. Tighten, the nut until the di =tas are tombletely embedded into the rail and lug.
0
ILSCO LAY-N LUG CONDUCTOR - UNIPAC
P/N 008009P. Attern ate Graundi ng Lug
Dr it I, deburr h die an d bott thru both tart
watts per table.
A P P E N 0 1 X C 11, *10-1
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UNIVERSAL AF PAGE
-------------- — ---------------- ----------------------------------------
L ilorrho" d"amp To atkirt 1, -b.ft wit h'a'I 2, Rotate dams, < loctirwri, 2/3 si a r
clot Lovio iamp and inset T-bait intir tv tqqdue T-bolt inridir isit rlot,
'Ji 'it'
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rai+ arid po"ition dairp dgdinr; tnoelu,e ddinci qain't Tire mudute' Ru"Ildown')"
h mne. Thv rr'tduiodeof hie dari'li C'o
5, ipher, The rap cr,"zaCtr his morrife (I Ti9i"Ter, ilob '15, --'-tiis. 7, l Onfir,"n cielnp n eoraped i, crrr,,ct in"C'Wi, h"'ght po,itcor" ar"i tha, th" ;rip "'tree,
friinw--.ecru s, urd �I v'iii gage zci upf 15 5 in ing t vOI wl ri I ". e -ning"�' 1, fi ar"',
thc damp bore..
NOTF,Vvie. talima 4.mm &01i,;Y1, r.m trttrfe pcisft-ii'vi (I'Inip
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Lividingi ion,
DEL MAR, CA 92014, USA
DESIGN SUPPORT DAY OF INSTALL:
CHAT.POWLJR.COM
VERSION
DESCRIPTION DATE REV
INITIAL RELEASE 04/01/2023 UP
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Certificate. '70131735 -,Nlaster Contract: 266909
Project: 80104076 Date Issued: 2022-10-13
-fT F13 X4odels. Sri SOLARMOUN ash -to -Roof is an extruded alianinum rail P',,7'
i racking system that is installed parallel to the roof in landscape or
I portrait orientations.
T T A
_L Unirac Large Array is a ground niount system asing the Solarolult
(SM) platforrn for the bondirkg and growiding of PV modules.
Solarmount
The system listed is d-lesigircd to provide bendnig,grounding, and mechanical stalyffity for pholovoltak modules.
The systern is secured to the roof with the L-Foot components through the roofing material to buildirkg structure.
-1%4odules are secured to the racking system with stainless steel or aluntinian mid clamps and Alurifinum end
clamps. The modtfles are bonded to the racLing system with the stainless -steel t*ndin midclartipskvithpiercink-g g
points,'rhe system is grounded with 10 AWG copper ,wire to bonding/grounding lugs. Fire ratings of Class A
with Type L 2, 3 (with metallic fiaine). 4 (with trim). 5 (with triin),, 10(with metallic fraine), 19, 22, 25- 29,
or -40 for steep slope. Tested at 5" interstitial gap which allows installation at any stand-off height.
-[be grounditkg of the system is intended to comply with the latest edition of the National Electrical Code, to
include NEC 250 & 690. Local codes compliance is required-, in addition to national codes- All
groundingibondin.or cormections are to be torqued in accordance with the histarlation Manual and the settinz-gs used
during the certification testing for the current edition of the prt�;ect report.
The system may employ optinnsers!micro-inverters and used for grounding when installed l.vr installation
instructions;
UL2703 iMechanical Load ratings,
-- - ----------- - ----------------------
Module Area up to 22.2 sq ft
DoNvmward Design Load (Ib/W) 113,5
(Ilrift2)
Upward Design Load 50,7
CarnalSao rz dope ( t21
Module Area up to 2T 12 sq ft
Downward Desi (11)zlft2) 9 33. gn Load
Up -ward Design Load (lb/ftl) 33.9
Down_ lope Load (Iblft) 16,5
pa e ?
DEL MAR, CA 92014, USA
DESIGN SUPPORT DAY OF INSTALL:
CHAT.POWUR.COM
VERSION
DESCRIPTION DATE REV
INITIAL RELEASE 04/0112023 UR
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SHEET NUMBER
PV-1 3
January 20, 2021
Unirac
1411 Broadway Blvd, NE
Albuquerque, NM 97102
Attn.- Unirac - Engineering Department
Re: Engineering Certification for the Unirac U-Builder 2.0 SOLARMOUNT Flush Rail
PZSE, Inc. - Structural Engineers has revievied the Unirac SOLARMOUNT rails, proprietary mounting system constructed
from modular parts which is intended for rooftop installation of solar photovoltaic (PV) panels,, and has reviewed the U-
builder Online tool, This U-Builder software includes analysis for the SOLARMOUNT LIGHT rail, SOLARMOUNT
STANDARD rail, and SOLARMOUNT HEAVY DUTY rail with Standard and Pro Series hardware, All information, data and
analysis contained within are based on, and comply with the following codes and typical specifications:
1, 2020 Florida Building Code, by Florida Building Commission
2. Minimum Design, Loads for Buildings and other Structures, ASCE/SE1 7-16
1 2018 International Building Code, by International Code Council, Inc. w/ Provisions from SEACC PV-2 2017,
4. 2018 International Residential Code, by International Code Council, Inc. w/ Provisions from SEAOC PV-2 2017.
5, A.C429, Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic (PV) Panels, November
1, 2012 by ICC-ES.
6, 2015 Aluminum Design Manual, by The Aluminum Association, 2015
Following are typical specifications to meet the above code requirements
Design Criteria:
Ground Snow Load = 0 - 100 (psf)
Basic Wind Speed =85 - 190 (mph)
Roof Mean Height = 0. 60 (ft)
Roof Pitch Fly - 45 (degrees)
Exposure Category = B, C & D
Attachment Spacing:
Per U-builder Engineering report.
Cantilever:
Maximum cantilever length is L/3, where "L" is the span noted in the U-Builder online
tool,
Clearance:
2" to 10" clear from top of roof to top of PV panel.
Tolerance(s):
1,0" tolerance for any specified dimension in this report is allowed for installation,
Installation Orientation:
See SOLARMOUNT Rail Flush Installation Guide.
Landscape - PV Panel long dimension is parallel to ridge/eave line of roof and the PV
panel is mounted on the long side.
Portrait - PV Panel short dimension is parallel to ridge/eave fine of roof and the PV panel
is mounted on the short side.
478 S,.'onc i'-',,Wiv c'.,, S 9,,,,,, k, os v;q 0, C: A 9 566
Components and Cladding Roof Zones -
The Components and Cladding Roof Zones shall be determined based on ASCE 7-16 Component and Cladding design.
Notes; 1) U-builder Online tool analysis is only for Unirac SM SOLARIVIOUNT Rail Flush systems only and do not
include roof capacity check.
2) Risk Category 11 per ASCE 7-16.
3) Topographic factor, kzt is 1:0,
4) Array Edge Factor Yr = 1.5
5) Average parapet height is O.O it,
6) Wind speeds are LRFD values.
7) Attachment spacing(s) apply to a seismic design category E or less.
Design Responsibilitir:
The U-Builder design software is intended to be used under the responsible charge of a registered design professional
where required by the authority having jurisdiction. In all cases, this U-builder software should be used under the
direction of a design professional with sufficient structural engineering knowledge and experience to be able to:
Evaluate whether the U-Builder Software is applicable to the proiect, and
Understand and determine the appropriate values for, all input parameters of the U-Builder software.
T his letter certifies that the Unirac SPA SOLARMOUNT Rails Flush, when installed according to the U-Builder engineering
report and the manufacture specifications, is in compliance with the above codes and loading criteria,
This certification excludes evaluation of the following components:
1) The structure to support the loads imposed on the building by the array; including, but not limited to: strength
and deflection of structural framing members, fastening and/or strength of roofing materials, and/or the effects
of snow accumulation. on the structure.
2) The attachment of the SM SOLARMOUNT, Rails to the existing structure,
3) The capacity of the solar module frame to resist the loads,
This requires additional knowledge of the building and is outside the scope of the certification of this racking system.
If you have any questions on the above, do not hesitate to call. DIGITAL SIGNATURE
—.1—
Prepared by:
PZSE, Inc. —Structural Engineers
Roseville, CA
THI,i Tr,-�M HA,... BEEN 1—'- LEG17 ON iGAII L Y S I G NE 0 ANLD SE7, AILBD, BY PALIL
K2s'^. n..2 b�„. PE ON 01,420,V2021 LII'SiNG A SHA-11 AUTHENTICA,:7,KONN CODSC
PR�NTE,-,, COPiES OF T!4�S 00CU,,,,,fl'E-P,,i'T ARUEE' NO"" CONSIDEREO SIGNED
I 7.i,4C7 SEALE 0 MME), THE SHA-1 AU T,1HENT]'CA",'!N0N COIDE ?,,,AUST BE
V RFIEL; C-N,,1 ANY EI.E(�TS,".ONIC COPH-8,
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DEL MAR, CA 92014, USA
DESIGN SUPPORT DAY OF INSTALL:
CHAT.POWUR-COM
VERSION
DESCRIPTION DATE REV
INITIAL RELEASE 04/01/2023 UR
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