HomeMy WebLinkAbout23-5522City of Zephyrhills
5335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
ELCMISC-005522- 023
Issue Date: 01/13/2023
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever Is greater, for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
111�1111 111�1111 11111�1 ;J11, I I
I I 111�111 11!1111 111�111 - a ,
1111 , 1 11 , I 111 1 111!, 1 jlji��Jli�i
-k T , 717 1% �-FT 7 TrAwin- jrMw
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
2 "CONTRACT SIGNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
r� 11 0 LS -RE : 0 - 0 0 o
L .141L% 22JI
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
t for Pernftim
A_�_ _11V-1-4-1-1-4 � Now*$
am L�ft �1�ftftwwg
Owner P one Number
Owner's Address t Bvbcd C)l Owner Phone Number
Fee Simple Titleholder Name [_ Owner Phone Number
Fee Simple Titleholder Address F
JOB ADDRESS ��fWj ]LOT #
SUBDIVISION
PARCEL ID#
WORK PROPOSED
NEW CONSTR ADDIALT
INSTALL
REPAIR
PROPOSED USE
SFR
E:1 COMM
TYPE OF CONSTRUCTION
BLOCK
FRAME
DESCRIPTION OF WORK
I'Rrx:)�Top
�010,f
(OBTAINED FROM PROPERTY TAX NOTICE)
SIGN DEMOLISH
•
BUILDING SIZE SQ FOOTAGE HEIGHT
I I I rW-T-" W I 1V 1 11 1 '1 1 Ir
[OBUILDING - a I
Ito. (�q. Z* VALUATION OF TOTAL CONSTRUCTION
EEIELECTRICAL AMP SERVICE PROGRESS ENERGY W.R.E.C.
=PLUMBING
=MECHANICAL VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
4-4-
BUILDER COMPANY I—
SIGNATURE REGISTERED FEE CURREN
Address License #E===:=
ELECTRICIAN COMPANY Kl Ce SIGNATURE REGISTERED Y/ N FEE CURREP
Address t1 f License#
PLUMBER COMPANY E;;;;
SIGNATURE REGISTERED �FEE CU�RREI
Address License
MECHANIC AL COMPANY
SIGNATURE F REGISTERED FEE CURREN
Address License #E====
OTHER COMPANY I
SIGNATURE REGISTERED -FEE CURREN Y/N
dress AdLicense #E==____=
fill 1111111 111111111 fill I 1 111111111 1 1 1 off I I litill I
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 Satety 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 wl Silt Fence installed,
Sanitary Facilities & I dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
****PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $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 (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways..needs ROW
NQUCUQF . MIEN��
Permit No.
Property Identification No.
]W-'UNDERSIONED hereby gives notice that improvements will be made to certain real property, and in accordance with Section
713,13 of the Florida Statutes, the following infunnation is provided in the NOTICE OF COMMENCEMENT,
VHV� [Ay"IC,
1, Description of propeTty (legal dexcription:) tL� u
a) Street Address-
wvTe' 012-
1 ! General iptiono
imp Win
o'
3, Owner Information -
a) Name and address,
b) Name and address of foe simple titleholder (if other than owner)
c) Interest in property 04,1, r),e r
4, Contractor Information
a) Name and address, Ll,k tk1c"tY)9
�oc
b) Telephone No.;
Fax No. (Opt.)
5. Surety Information
a) Name and address:
b) Amount of Bond:
c) Telephone No,
Fax No, (OP0
6. 1 <ender
a) Name and address:
T Identity of pc mn within the State of Florida designated by owner upon whom notices or other documents may be smed,
a) Name and address:
h) Telephone No.: Fax No, (Opt,)
8. In addition to himself owncr designates the following person to receive a copy of the Lictior's Notice as provided in Section
713.13(l) (b), Florida Statutes:
a) Name and address,
b) Telephone No.: Fax No. (Opt.)
9. Expiration date of Notice of Conimencement (the expiration date is one year from the (We of n-cording unless a different (late 6
specified):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART WSECTION 713.13,
FLORIDA STATUTES AND CAN RESULT IN YOUR PAYl[NG TWICE FOR IPROVEMENTS TO YOUR PROPERTY. A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE
COMMENCING WORK OR RECORDING YOU NOTICE OF COMMENCEMENT,,,-'
STATE OF FLORIDA
COITKIY OF PAWO
A --�'ralure Of Owner'5 A Icer/D a
Print Num
The foregoing ln4-trurnent was acknowledged before tire this day of _fLVt-_ry-) b)
2(
norney in fact) for
Type of Identification Produced
*MYC
Verification pursuant to Section 92,525, Florida Statutes, Under pmlaltivs Afifmdw"' I have Mad the foregoing and that the lactsstated
in it are true to the best of my knowledge and belief. NO HH
— (P
"MS/NOC fv�7
tK
F F
City ofZephyrhiU* Building Department
5335 8th Street
ZephyrhiUs,FL3354%
ToWhom |tmayConcern,
1, Alberto Murias license holder for C&A Electric Services Inc (EC13002302), do certify that Andrea
Flores, Dylan Browne, Mariagnid Fuenmayor, is an employee and is authorized to acquire permits
and/or call for inspections, and sign on my behalf for City of Zephyrhills Building Department,
1, Alberto Murias as the license holder, realize that I am responsible for all permits and/or work done
under ylicense number (13OO23OZ)orany project that requires apermit.
o
Albert urias Date
Notary Information:
State ofFlorida
County of Orange
The above license holder, whose name is Alberto Muhas' personally appeared before me and has
produced the following identification Driver's License unthis 7day ofDecember. 2O22
Notary's Signature
iL�
(-)i�
yKo.0-
• WORKING CLEARANCES AROUND EXISTING AND NEW ELECTRICAL EQUIPMENT SHALL BE
MAINTAINED IN ACCORDANCE WITH CEC 110-26
• SOLAR MODULES SHALL NOT BLOCK PLUMBING OR MECHANICAL VENTS,
• SMOKE ALARMS AND CARBON MONOXIDE ALARMS SHALL BE RETROFITTED INTO
EXISTtNG DWELLING. SMOKE ALARMS SHALL BE RETROFITTED IN ALL BEDROOMS,
OUTSIDE EACH BEDROOM, AND AT LEAST ONE ON EACH FLOOR OF THE HOUSE, CARBON
MONOXIDE ALARMS SHALL BE RETROFITTED OUTSIDE EACH BEDROOM AND AT LEAST
ONE ON EACH FLOOR OF THE HOUSE, IF THE PHOTOVOLTAIC PROJECT DOES NOT
INVOLVE THE REMOVAL OF INTERIOR WALL AND CEILING FINISHES INSIDE THE HOME
THE ALARMS MAY BE SOLELY BATTERY OPERATED. OTHERWISE THE ALARMS SHALL BE
HARD WIRED AND INTERCONNECTED. (CRC R314, R315)
• PV EQUIPMENT AND ALL ASSOCIATED WIRING AND INTERCONNECTIONS SHALL ONLY BE
INSTALLED BY QUALIFIED PERSONS (CRC 690.4 E)
• ALL EXPOSED PHOTOVOLTAIC SYSTEM CONDUCTORS ON THE ROOF SHALL BE USE-2 OR
LISTED AND LABELED AS PHOTOVOLTAIC (PV) TYPE VARE. (CEC 690,31 B, 335.10 B 4 R.
TABLE 310.16, TABLE 310.17)
• ALL PHOTOVOLTAIC SYSTEM CONDUCTORS SHALL BE 90 DEGREE C RATED. (NEC
690.31A, TABLE 310.16, TABLE 310.17)
• ANY CONDUCTORS EXPOSED TO SUNLIGHT SHALL BE LISTED AS SUNLIGHT RESISTANT.
(CEC 300.6 C 1, 310.10 D)
• ALL EXTERIOR CONDUIT, FITTINGS, AND BOXES SHALL BE RAIN -TIGHT AND APPROVED
FOR USE IN WET LOCATIONS. (CEC 314.15)
• ALL METALLIC RACEWAYS AND EQUIPMENT SHALL BE BONDED AND ELECTRICALLY
CONTINUOUS. (CEC 250.90,250,96)
• GROUNDING BUSHINGS ARE REOUIRED AROUND PRE -PUNCHED CONCENTRIC
KNOCKOUTS ON THE DC SIDE OF THE SYSTEM. (CEC 250.64 C)
• IN EXISTING ELECTRICAL SYSTEMS THAT USE ONLY A WATER PIPING GROUNDING
SYSTEM, AN ADDITIONAL GROUNDING ELECTRODE (DRIVEN ROD) SHALL BE PRO\ADED
(CEC 250.50),
W1111/
ADD 50 AMPV P BREAKER TO MAIN PANEL, 1111i/
N,\� 0 W U 4f 1,
CONNECT SYSTEM VIA BREAKER IN MAIN PANEL, \\1
E WS j!
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STATE OF ffi
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At-
SHEETINDEX
CODE INFORMATION
_T020 —ION —CODE
DESCRIPTION
7TH EDIT FLO—RIDABUILDIN—G � BU_lL_0_lNG'_
2020 7TH EDITION FLORIDA BUILDING CODE, RESIDENI IAL
I Pi o COVER SHEET
2020 7TH EDITION FLORIDA BUILDNG CODE � MECHANICAL
2020 7TH EDITION FLORIDA BUILDING CODE PLUMBING
2020 7TH EDITION FLORIDA BUILDING CODE: FUEL GAS
2020 7TH EDITION FLORIDA BUILDING CODE � ENERGY
P10 LAYOUT
P3.1 LAYOUT
CONSERVATION
BUILDING CODE: EXISTING
P3,2 MOUNTING DETAILS
UU14 ul:_
BUILDING
—INU
2020 7TH EDITION FLORIDA BUILDING CODE -1 ACCESSIBILIT Y
ELECTRICAL DIAGRAM
LL
2020 7TH ElDff[ON FLORIDA FIRE PREVENTION CODE (NFPA)
P5.0 PLACARDS
(6
2017 NATIONAL ELECTRIC CODE (NEC)
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PHONE NO.
SHEET TITLE
COVER SHEET
PAGE
Pto
NOTE: MICRO -INVERTERS INSTALLED UNDER MODULE SYSTEM
CONTRACT MODULE
TYPE AND QUANTITY (24) CIA- € 20- F 1 £8-4.40W
€ QUANTITY I MICRO -INVERTER
ENERGY STO
TYPEI NA
CONSUMPTION
MONITORING
MSPBUSBAR
' 9 255 AMP
RAT1MAIN BREAKER15C1 FR
RATING
v
ARRAYARRAY# PITCHTRUE PV AREA
AZIMUTH ( .FT)
LU
ROOF PATHWAYS .� w_. _ ARRAY01 s_.�_ �255.5
( )A Y02
R ARRAY02 2' 01 69,69
3 ARMY C 25 2 13938
UJ
ARRAY 0 25' 7 46A6ul
�?
( ) Y 01 ARRAY05 � 2 s 180, �46,46 s
CL
m. w, r NOTES:Lu
FIRE SETBACKS � F'�ESIOE OE DOES C CONTAIN ACTIVE �E #to Iq
(1 " TYF SPRINKLERS, �
S
} ARRAY 04_..,, .,, ,
SE S' ARRAYDETAILS:
ARRAY 5 ,A _. _� ' TOTAL € 34 F SURFACE FA AREA: 1704 SOFT.
Ww, __
. �a TOTAL € V ARRAY AREA: 5 7.5 Sit
PERCENTAGE PV COVERAGE� REV
NAME
(E) RESIDENCE ROOF PATHWAYS (TOTAL E ARRAY AREAIOTAsL ROOF SURFACE
Al INITIAL PLANSET
t ' ) 100 = 7%
h
� f a
(E) DRIVEWAY ,. ,_ ,� �_�_. ,. �,_. _. __ .,_,. -_ _ �_ z w
.
,1OI SCOE 155-LARD
s DRAWN BYOFSI LLB
m
�a° STATE OF #q PHONE NO.
Ai
BROAD POI ITE DR O 10 N S. DRAWN DATE 11412023
\ SALE w AS INDICATED
10 SHEET T` TLE
. f}2
SITE PLC
SITE PLAN m.SCALE ' f ay 11m .. F
p`
£ .0
ARRAY 01 - SCALE = 1/8" = V-0-
PIT` CH 25,
AZIMUTH 9W
—FRAME—TYPE --12XATRUSSES
CONPIGURATION
FULLY STAGGERED
RAFTER SPACING
24" OCTYP
ROOF HEIGHT
1 STORY
LAG SCREW
5/16"LAG BOLTS
2.5" MIN EMBEDNENT
ARRAY 02 - SCALE = I/r' = V-0"
E jPITCH 25' t,4ETE:::_
0_
AZIMUTH 01
FRAME TYPE i2X4TRUSSES
CONFIGURATION
FULLY STAGGERED
RAFTER SPACING
24" OC TYP
ROOF HEIGHT
I STORY
LAG SCREW
5/16" LAG BOLTS
2,5" MIN EMBEDNENT
m
I
is
DESIGN CRITERIA
MODULETYPE I DNA-120-MFIO-44OW
WIND SPEED 143 MPH
GROUND SNOW LOAD 0 IMF
A W U 41
. ..........
No.86986
-1p
40
..-0-. STATE OF 4v
N N
N
4// '01VA
lilt III tit
Exp. 02/28/2023
REV I NAME
Al—t INITIAL PLANSET
A, I
JOB CODE 155-LAPO
DRAWN BY
GBI LLC
PHONE NO.
DRAWN DATE
1/412023
SCALE
AS INDICATED
SHEET TITLE
Immom
EQUIPMENT IS GROUNDED INITH BONDING CLAMPS AND BARE COPPER WIRE I PAGE P10
ARRAY 63 - SCALE = 1T " = V-
EIM25-
°"I 270'
FRAME TYPE 72 4 TRUSSES
0
CONFlIGURATION
FULLY STAGGERED
RAFTER SPACING
24" OC TUFT'
ROOF HEIGHT IT
1 STORY
LAG SCR
5/16" LAG BOLTS
.5„ MIN MBED T
91
ARMY 04 - SCALE a 1/8" = V-0"
PITCH 25::
AZIMUTH 270"
FRAME TYP 2X4TRUSSES
CONFIGURATION [ FULLY STAGGERED
RAFTER SPACING P
ROOF HEIG T k24"
STORY
LAG SCR 5/16" LAG BOLTS
2,5°'III MBEDNE iIBT
ARRAY 06 - SCALE : 1/ " = 1E >,
PITH 25'
AZIMUTH 180,
FRAME T . --'—T2X4TRU'SSES
CONFIGURAIION
FULLY STAGGERED
.__ RAFTER SPACING
24" OC TYP
ROOF HEIGHT
I STORE'
LAG SCREW
5/16" LAG BOLTS
2,5`° MIN EMBEDNENT
CNN
No,86986
2
°• STATE OF01*
°
- 4' '/ONAL
. 2/2 /2 23
.... --- 3 81-91,
{
I
8"
DESIGN CRITERIA
MODULE TYPE I 1--5-10i
VWND SPEED
EQUIPMENT IS GROUNDEDVITH BONDING CLAMPS AND BARE COPPER WIRE
Rat NAME
Al INITIAL PLANSET
3S CODE j 155-LAPO
DRAWN Y GBI LLC
PHONE NO.
DRAWN DATE 114/2023
SCALE � S INDICATED
SKEET TITLE
NOTE: ACTUA.. ROOF CONDITIONS AND RAFTERS (OR SEAM)LOCATIONS MAY VARY, INSTALL PER MANUFACTURER(S)
i
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INSTALLATION GUIDELINES AND ENGINEERED SPANS S is PV MODULES i
4T ACHMENTS�..,
ENLARGE VIES
SHINE ROOF
T cc
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0I ! _PV MODULES
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a
UNIRAC STANDARD RAIL
o-. STATEOF REV NAME
Al INITIAL PLANSET
°* ° Lo FLASHLOC COMP KIT
Exp. 02/2812023
JOB COD
DRAWN BY GBII
ROOF/ DECK MEMBRANE PHONE NO
x 2s5" MIN. DRAWN DATE 1/4/_
EMBEDMENT SCALE AS I I ICAFLASHLOC BASE
'
SHEET TITLE
S/IE" STAINLESS STEEL LAG BOLA MOUNTING
BUILDING STRUCTURE WrTH -1/ " MIN. EMBEDMENT" AND DETAILS
`A ENT ETAS E REED VIEW SS ERM WASHER
�.a P
ROOF PATHWAY;
(T TYP
FIRE
(N) ARRAY
(N) ARRAY 05
(E) RESIDENCE
SCALE* SITE PLAN -
PL PL
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YL IL
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sit] Jim "Alin
7
vW
SE SERVICE ENTRANCE
MP MAIN PANEL
SI� SUB -PANEL
LC PV LOAD CENTER
FS-1
DEDICATED PV METER
FINV INVERTER(S)
AC AC DISCONNECT(S)
DC DC DISCONNECT(S)
EEI
CB IQ COMBINER BOX
F_ 7 INTERIOR EQUIPMENT
�I SHOWN AS DASHED
ARRAY#
PITCH
TRUE
AZIMUTH
PV AREA
(SQ.FT)
ARRAY 01
25'
90,
255.53
ARRAY 02
25'
0°
69.69
ARRAY 03
25'
270'
139.38
ARRAY 04
25'
270'
46.46
ARRAY 05
25'
180'
46.46
LOGE N��C^*�
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STATE OF t
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EMPIRES: 2/2/2023
signed:01 /10/2023
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INITIAL PLANSET
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120/240 VAC
SINGLE PHASE SERVICE
UTILITY METER
FORM 2S
CL200
(m METER #: 340315612
UTILITY
GRID �t�' DNA-120-MF10-440W 40OW
(E) 150 AMP + �s� + + (24) MODULES
MAIN BREAKER [VISIBLE OPEN] —
(N) LOCKABLE — —
(E} 200 AMP BLADE TYPE (N) 100A PV
AC DISCONNECT LOAD CENTER
MAIN PANEL
(6) HOYMILES MI-1500
JUNCTION BOX -P MICRO -INVERTERS 240VAC
(N) 50 AMP PV 3 t o�0 3 , �Z OR EQUIVALENT
BREAKER AT (1) BRANCH OF (3) MICRO -INVERTERS [A]
OPPOSITE END OF _ (1) BRANCH OF (3) MICRO -INVERTERS [B]
BUSBAR r J
E1' SQUARE D 25A BREAKER (A)
FEED -THROUGH DU222RB 25A BREAKER (B)
LUG 3R, 60A,2P
120/240VAC
LITY
@5 t!
cR.UNDuuo (N) 150 AMP
MAIN BREAKER
F1 �(E) 200 AMP
SUB PANEL
CONDUIT SCHEDULE
CONDUIT
CONDUCTOR
NEUTRAL
GROUND
1
NONE
(4) 10 AWG PV WIRE
NONE
(1) 6 AWG BARE COPPER
2
3/4" EMT OR EQUIV.
(4) 10 AWG THHN/THWN-2
NONE
(1) 10 AWG THHN/THWN-2
3
3/4" EMT OR EQUIV.
(2) 8 AWG THHN/THWN-2
(1) 8 AWG THHN/THWN-2
(1) 8 AWG THHN/THWN-2
E
EXISTING
\`�ltq�llllillltif (�``�`//
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EXPIRES: 2/28/2023
signed:01/10/2023
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DUKE ENERGI
120/240 VAC
SINGLE PHASE SERVICE
UTILITY METER
FORM 2S
00
MEETT ER #: 344315612
R
UTILITY
GRID
AMP
MAIN BREAKER
[VISIBLE OPEN]
(N) LOCKABLE
(E) 200 AMP
BLADE TYPE
(N) 100A PV
MAIN PANEL
AC DISCONNECT
LOAD CENTER
(N) 50 AMP PV
BREAKER AT
OPPOSITE END OF
J
BUSBAR
SQUARE D
25A BREAKER (A)
FEED -THROUGH
j,
DU222RB
25A BREAKER (B)
LUG
3R, 60A,2P
120/240VAC
GROUND
(N) 150 AMP
MAIN BREAKER
o �(E) 200 AMP
SUB PANEL
JUNCTION BOX
OR EQUIVALENT
CONDUIT SCHEDULE
#
CONDUIT
CONDUCTOR
NEUTRAL
GROUND
1
NONE
(4) 10 AWG PV WIRE
NOTE
(1) 6 AWG BARE COPPER
2
3/4" EMT OR EQUIV.
(4) 10 AWG THHN/TH -2
NONE
(1) 10 AWG THHN/THWN-2
3
3/4" EMT OR EQUIV.
(2) 8 AWG THHN/THWN-2
(1) 8 AWG THHN/THWN-2
(1) 8 AWG THHNlTHWN-2
E
EXISTING
DNA-120-MF10-440W 400W
+ + (24) MODULES
--- (6) HOYMILES MI-1500
MICRO -INVERTERS 240VAC
(1) BRANCH OF (3) MICRO -INVERTERS [A]
(1) BRANCH OF (3) MICRO -INVERTERS [B]
�l`'%XI I i M I yI/ee
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STATE OF
EXPIRES 2/28/2023
signed:01/10/2023
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AS INDICAT 1i
PAGE
1 1 i
LABEL ! •
COMBINERINVERTER(S), AC DISCONNECT(S), AC
APPLICABLE).
!i x
x - •x 1
LABEL LOCATION:
PHOTOVOLTAIC AC COMBINER (IF
! x
LABEL LOCATION:
UTILITY SERVICE ENTRANCE/METER,
INVERTER/DC DISCONNECT IF REQUIRED BY
#' !
BY LOCAL AHJ.
' " s 01
6' x x 0
0
i! NOT RELOCATE
OVERCURRENT DEVICE
LABEL LOCATION:
!
• x
x •
DUAL POWER
SOLARSOURCES: UTILITY GRID
AND PV ELECTRIC
SYSTEM
LABEL LOCATION:
UTILITY SERVICE METER AND MAIN
SERVICE PANEL,
x x
RAPIDTURN SHUTDOWN
SYSTEMSWITCH TO THE "OFF"
POSITION TO SHUT DOWN
PV
ARRAY.SHOCK
ZARD IN THE
,;
91
ENs�C°�,��G
STATE OF ff
O
S1 I N A
EXPIRES: 2/28/2023
signed:01 /10/2023
LABEL LOCATION:
AC DISCONNECT(S), PHOTOVOLTAIC SYSTEM POINT OF LABEL LOCATION:
INTERCONNECTION, ON OR NO MORE THAT 1 M (3 FT) FROM THE SERVICE
PER CODE(S): NEC 2017: 690.54, NEC 2014: 690,54, NEC DISCONNECTING MEANS TO WHICH THE PV SYSTEMS
2011: 690.54 ARE CONNECTED,
PER CODE(S): NEC 2017: 690.56(C)(1)(a)
NOTES AND
• SIGNS i LABELS SHALL MEET THE
x.21 (B), UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED690, OR
IF REQUESTED BY THE LOCAL AHJ,
• SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE
WORDS, COLORS AND SYMBOLS.
• LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING
METHOD ! SHALL
• LABEL SHALL BE OF �*91119
• SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535.4-201 1, PRODUCT
• DO NOT COVER EXISTING MANUFACTURER LABELS.
SIGNS AND LABELS, UNLESS OTHERWISE SPECIFIED,
LABEL LOCATION:
AC DISCONNECT(S)
LABEL LOCATION:
I
10
INITIAL PLANSET
.
I` III III
Gflailluz
PAGE
1MVIF EV
mma ENGINEERING
MMEMM
Attn: To Whom It May Concern
This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of
the PV system to existing roof framing. From the field observation report, the roof is made of Composite
shingle roofing over 1/2 inch plywood supported by 2X4 Trusses at 24 inches. The slope of the roof was
approximated to be 25 degrees and having an allowable maximum chord span of 8 feet between supports.
TV er 1eVUUVV UFOW fmfu vu�,Cl TdUU11 Udtd d1W I
framing has been determined to be adequate to support the imposed loads without structural upgrades.
Contractor shall verify that existing framing is consistent with the described above before install. Should they
find any discrepancies, a written approval from SEOR is mandatory before proceeding with install, Capacity
calculations were done in accordance with applicable building codes.
Code
2020 Florida Building Code (ASCE 7-16)
Risk sate or
It Wind Load
Roof Dead Load
Dr 10 psf
PV Dead Load,
DPV 3 psf
Roof Live Load
Lr 20 psf
Ground Snow.
S 0 psf
If you have any questions on the above, please do not hesitate to call.
Vincent Mwumvaneza, P-E
EV Engineering LLC
-'76-220-_ 0064L51-355 -3348
��
\C Ns
V
No.86986
i4t
0 STATE OF
0 R k
X
'ONAL
00111111\0
Exp. 02/28/2023
(component and Cladding)
V 143 mph
Exposure C
projects@evengineersnet,corn
http://www.evengineersnet.com
1=1fF EV
mma ENGINEERING
Structural Letter for PV Installation
Date: 01/09/2023
Scope of Work
This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of
the PV system to existing roof framing. All PV mounting equipment shall be designed and installed per
manufacturer's approved installation specifications.
Cover
Attachment checks
Roof Framing Check
Seismic Check and Scope of work
Code
2020 Florida 16
4
Risk cats or
II
Roof Dead Load
Cr 10 psf
PV Dead Load
DPV 3 psf
Roof Live Load
Lr 20 psf
Ground Snow- S 0 psf
Wind Load (component and Cladding)
V IVI.F&IM rn ph
Exposure C
UMM=
NDS for Wood Construction
---\cENS--
4� N,
No. 869,86
Sincerely,
Vincent Mwumvaneza, P,E 4L, :z
1;; 1P 40
EV Engineering LLC 0 STATE OF 4(/
XN
276-220-0064M51-355-33 OR
X,
N
N\
/ONA
Exp. 02/28/2023
projects@evengineersnet.com
http://www,evengineersnet.com
Wind Load Cont.
Risk Category
It
V=
mph ASCE 7-16 Figure 26.5-1B
Exposure
Kzt =
LO ASCE 7-16 Sec 26.8,2
Kr =
ZETIF ASCE 7-16 Table 26.10-1
Kd =
0.85 ASCE 7-16 Table 26.6-1
Ke =
1.00 ASCE 7-16 Table 26.9-1
qh= 0.00256K,K,,KdKV2 =
37,70 psf
Pitch
Degrees
VE=
Conservatively assuming all exposed
2
conservatively assuming 10 fteffective area
upfft-M
Zonef1,2e)
Zone(2r, 2n)
Zone(3)
Zonef3r)
Fig. 30-3-2 GCP=
-13
-1.7
-13
-1.8
Eq. 29.4-7 P=qh(GCp)(YE)(Y,,)
-58,81
-76.90
-76M
-81,43
GCP= 0,6
P=qj,(GCp)(VE)(V,J= 27.14
Figure 30.3-2
Equation 29.4-7
266 lbs/in Table 12.2A - IDS
2,5 in DFL Assumed
1.4
760 lbs
Uplift (lbs) Down (Ibs)
19LO 155.2
246.9 155.2
123,4 155.2
130,4 155.2
24&9 < 760
1. Pv seismic dead weight is negligible to result in significant seismic uplift, therefore the wind uplift
governs
2. Embedment is measured from the top of the framing member to the tapered tip of a lag screw.
Embedment in sheading or other material does not count,
projects@evengineersnet.com
http://www.evengineersnet.com
1 =` T,1' E V
wom ENGINEERING
Vertical Load Resisting System Design
Max Length, L m 8.0
Tributary Width, WT 24 in
Dr
10 PSI` 20 off
Lr =
20 psf
Wdown=
27,14 psf 543 plf
Pv=
3 psf 6 plf
Load Case: DL+0.6W
Pv max Shear=
155.2 lbs
Max Moment, M,, =
312 lb-ft Conservative
Max Shear, V,,=wL/2+Pv Point Load =
259 lb
Note: Proposed loading will add less than 5% of the existing loads.
Member Capacity
2X4
Design Value
C'
C'
Ci C,
K,
R
Adjusted Value
Fb
900 psi
1.0
1.5
1,0 1,15
2.54
0.85 0.8
1553 psi
F, =
180 psi
N/A
N/A
1,0 N/A
2.88
035 0,8
180 psi
E =
1600000 psi
N/A
N/A
1.0 N/A
N/A
N/A N/A
psi
580000 psi
Depth, d =
3.5 in
Width, b =
1.5 in
Cross-Sectonal Area, A =
5.25 in 2
Moment of Inertia, 1,,, =
5,35938 in`'
Section Modulus, S,,x =
3,0625 Ina
Allowable Moment, M,lt = Fb'S,,, = 396.2 lb-ft DCR=M,/M,,,, = 0L49 < 1
Allowable Shear, V,,jj = 2/3F,'A = 630.0 lb DCR=V./V.11 = 0.41 < I
projects@evengineersnet.com
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!=V'EV
wima ENGINEERING
a
% or Roof with Pv
f 32.7%
Dpv and Racking
3 psf
Average Total Dead Load
11,0 Psf
increase in Dead Load
3.9% �*
The increase in seismic Dead weight as a result of the solar system is less than 10% of the existing structure and
therefore no further seismic analysis is required,
We have based our structural capacity determination on information in pictures and a drawing set titled PV plans -
FELIX LAPORTE. The analysis was according to applicable building codes, professional engineering and design
experience, opinions and judgments. The calculations produced for this structure's assessment are only for the
proposed solar panel installation referenced in the stamped plan set and were made according to generally
recognized structural analysis standards and procedures.
projects@evengineersnet.com
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Designed & Engineered in Silicon Valley
440W I 435W 1 430W
90,7%
83.7%
802%
7 6 7 %
Advanced Technology
C42�S Durable Design
000
0"
ap'Os
1
Linear Performance Warranty
I year 10 years 20 years 25 years 30 years
Aptos Warranty 0 Industry Standard
Maximum Panel Density
A Safe Investment
IDrsa 1zo Meza aascN unity izo MFIO n ow
Packaging Configuration
'V. i�3 aI{r + /try i •u� ainvr 7:i
Aptos Solar Technology reserves the right to make specification changes without notice
Mechanical Properties
IN Curve
Certifications
C E
Intertek
UL61730-1, UL61730-2
MI-1000 MI-1200 MI-1500
I nPul Data (r)(, )
CommorJy used module power (W)
Up to 310 / 380 / 4170 (single panel)
Peak down, PAPPT voltage, range fV)
27-48 132 -48 / 36- 48
sear?-upvokage do
22
Operating voltage range (',o
16-60
Maximum input voltage dg
60
elaxinnurn input curient (A)
41 /14'11 5
� fuTput Dar„ W i
Rated output power(W)
1000 I)Oo 1500
Rated output current (.e)
4,54 / 4,38 / 4,17 S 45 15 22P5 6.82 6 S2/62',
Nornmai outpur vocace (V)
220 / 230 / 240 220 Y 230 / 2,in 2210 f 730 / 240
Mom;naf outptu vofutgs range tv)
080-2751 180-275' 580-275.
Nominal frequericy/range (V)
50/45-55 1 or 60/SS-6r, S0/45-55 ' or 60/55-651 60/55-65
Power factor
0,99 > 0, 9 1) ""Ooo
jr)t&l harmonic distortion
�3%
Maximum units per Imanch
5/5/11 414/4
CK Peak efficiency
96,7010
CFC weighted efficiency
96,110ts
Norninal MPoT efficiency
99 Kv.
Nighttime power consumption Qmiv`d
<50
M e c h , r,,;, ,, I Data,
Ambient temperature range ('0
4G-6i
D,nnensiors Oat X H X D mrin)
280 X 176 X 33
Might (VG)
5.75 iincluding 232m AC cable)
Fnclwsure rating
out000,-T67
Cooling
Natural c(,nroru(,n - No flans
Qu,�ritf,y
Container
I X 20'GP I X 40'GP I X,10'fIQ
Pallet No
I () 2
Gorton No,
360 /St,
Total q6arin�y
1800 3 W
(Aflel "(-atu,e,
Commun,catirn
)AGlIz Puaanetanj RF(No,dic)
Monitoring
-loymiles Monitoring Systern
Warranty
Up to 25 year,
omiAfen(fndC �
IEVE Of 61000-6-1 2607, 1 FCiE' a 61 OW-6-2 ) 00, 1 R' t N (i 100' C)OI A 1 >Q11.
I PC/E N 61000-6-4'200 7 � Al 2011, !EC/PN 6-, 000--1-2 2=Ji, 1, L u C !,",0O 2(i13
Safety
I MEN 621 (t9-1:20I 0, j EC/ E N 62109-2 2 011
on -Grid
TEC 61Y2729A, 1EC 62116 2014, IEC 61683 1 991), Dlet,DF Of 26-1 -OV)L VOI 26.1 -1 y2r, 1 6,
VFR 2019, EN 50439 2013 AFINT NBP 161492013, ARoff NOR 161% 2013, N RS Of) 7-7-1 M 17 I,R,of)
Nr37320042018
ampC E
FC IC G83 Z-4
DISCOVER YOUR HORIZON
ONE 1/2" SOCKET
END & MID COMBO CLAMP THE SAME
INTEGRATED WIRE MANAGEMENT
NXT HORIZON CAP KIT
NO FLASHING REQUIRED
FREE PLAN SET WITHIN 24 HOURS
u "UNIRAC
vlll
an
BETTER SOLAR STARTS HERE
NO CHANGE OUTS.- CONVENIENT
LESS MATERIAL. LOW SKU COUNT, CLICKS IN ANYWHERE
HOLDS 8 PV AilRES
CLEAN LOOKING INSTALLATION
SPEED
ZERO COST
GROUNDING LUG MOUNTING DETAILS:
Details are provided for both the VYEEB and |bco products, The VYEEBLug has a
grounding symbol Located onthe Lug assembh/The|bcolug has agreen colored
set screw for grounding indication purposes. Installation must be in accordance
with NFR4NE[ 70.however the electrical designer of record should refer to the
latest revision of NEC for actual grounding conductor cable size.
�e��`re�)f000ws�ng���rwve�'ove�r�zed�"mo�mm�nm�crmmvemrm
GROUND LUG BOLT SIZE DRILL SIZE
° Torque value depends onconductor size,
° See product data sheet for torque value.
vYEEBLUGCONDUCTOR -UN|RAC P/N 008002S:
Apply Anti Seize and insert a bolt in the aluminum rail and through the clearance
hoteiothe stainless steel flat washer. Place the stainless steel flat washer onthe boLL.
oriented so the dimples wilt contact the aluminum rail. Place the iug portion on the
bolt and stainless steel flat washer. Insta[L stainless steel flat 'Avashertock washer and
nut, Tighten the nut until the dimples are completely embedded into the fail and Lug.
_
:2
-��w� } ~
�m� -�� -& f �
|LSCOLAY-IN LUG CONDUKTOR-UNIRAC P/N OD8O09P:Alternate Grounding Lug
DriiLdebunhole and bolt thruboth rail watts per table.
NOTE�{S0U0TE COPPER FROM ALUMINUM 00NI'ACTTOPRFVEN F��8�D�|��
BOLT LOCATION
2
BOLT LOCATION
L
4
Standard Rail Lengths:
132"
168"
208"
240"
1411 BROADWAY BLVD NE
ALBUQUERQUE, NM 97102 USA
WWW,UNIRAC,COM
00
PRODUCT LINE:
SOLARMOUNT
DRAWING TYPE:
PART DETAIL
DESCRIPTION:
RAIL
REVISION DATE:
October 2016
TO
DRAWING NOT TO SCALE
ALL DIMENSIONS ARE 0
0
bmd
PRODUCT PROTECTED BY
ONE OR MORE US PATENTS.
,,_..LEGAL NOTI.CE.
SHEET
Y4" BOLT LOCATION
3/8" BOLT LOCATION
1411 BROADWAY BLVD NE
ALBUQUERQUF, NNT S7102 USA
WWW.UNIRAC.COM
01
PRODUCT LINE:
SOLARMOUNT
DRAWING TYPE:
PART DETAIL
DESCRIPTION.
LIGHT RAIL
REVISION DATE:
October 2016
Standard Rail Lengths:
168"
240"
NOT
DRAWING NOT TO SCALE
0, MIN AL
ALL DIMENSIONS ARE NOMINAL
0
PRODUCT PROTECTED BY
ONE OR MORE US PATENTS
LEGAL NOTICE
SHEET
Y" BOLT LOCATION
i
i
BOTTOM CLIP SLOT
3"
3/8" BOLT LOCATION
i
i
1 7„ ---
Standard Rail Lengths:
144"
168"
204"
240"
1411 BROADWAY BLVD NE
ALBUQUERQUE, NM 87102 USA
WWW,UNIRAC.COM
PRODUCT LINE:
SOLARMOUNT
DRAWING TYPE:
PART DETAIL
DESCRIPTION:
HD RAIL
REVISION BATE:
October 2016
DRAWING NOT TO SCALE
ALL DIMENSIONS ARE NOMINAL
co
PRODUCT PROTECTED BY
ONE OR MORE US PATENTS
LEGAL NOTICE
SHEET
B CLAMP S0mmto32mmMnduLeThickness
(118^to126l
E CLAMP
5Dmmto51mmModuieTh}ckness
wnaxoAow^vnLvows
xmuOusn0/s.wwo/mzUSA
C CLAMP
33mmm36mmModule Thickness
(130`to142l
F CL
45mmtn 47mm Module Thickness
(177'to135l
[lCLAMP
38mmto4OmmModule Thickness
(1.50`to1.57l
J-1
111
Ky-LA41P 3gmmto41mmMnduLeThickness
(1S47tn1.61l
11,
TYPICAL END CLAMP DETAILS
PRODUCT LINE-
SOLARMOUNT
DRAWING TYPE:
PART
DESCRIPTION:
END CLAMPS
REVISION DATE:
MAY 2016
DRAWING NOT TO SCALE
ALL DIMENSIONS ARE NOMINAL]
PRODUCT PROTECTED BY ON
OR MORE US PATENTS
Ln
LEGAL NOTICE
SOLARMOUNT STANDARD RAIL
21-6
9, N
3,,
3
i-6
SOLARMOUNT LIGHT RAIL
16
3 3,,
1-6 4
%6=
1411 BROADWAY BLVD NE
ALBUQUERQUE, NM 37102 USA
PRODUCT LINE:
SOLARMOUNT
DRAWING TYPE:
PARTS DETAIL
DESCRIPTION:
END CAPS
REVISION DATE:
MAY 2016
DRAWING NOT TO SCALE
ALL DIMENSIONS ARE NOMINAL
Ln
0
0-
PRODUCT PROTECTED BY ONE
OR MORE US PATENTS
tA
LEGAL NOTICE
% SHEET
I ------------- I
2
BONDING SPLICE BAR
O 0 0 0
4
ffiZ A q -')rLl- L)K ILL 1114U » >IrtVV-) [IN I-LUULL)
TYPICAL EXPANSION JOINT DETAIL uSEDATAN E;'PA' N'SI O'NJ'o'
THE SPLICE BAR DOES NOT BOND
ACROSS AN EXPANSION JOINT,
1411 BROADWAY BLVD NE
ALBUQUERQUE, NM 37102 USA
PRODUCT LINE:
SOLARMOUNT
DRAWING TYPE:
PART & ASSEMBLY
DESCRIPTION:
BONDING SPLICE BAR
REVISION DATE:
APRIL 2016
DRAWING NOT TO SCALE
ALL DIMENSIONS ARE NOMINAL
0
ODUCT PROTECTED BY ONE OR MORE
PRODUCT
US PATENTS
LEGAL NOTICE
SHEET
2'
MINIMUM HEIGHT
T -
M|N|MUMHB6HT 35,
16 ru
Ll
T -1
MINIMUM HEIGHT
16
3'16
� lh x�TBOLT ----/ r
FLANGE NUTo
MAX|MUMHBCHT 3111,
16
MAX|MUMHE|GHT
T' 1 1
MAXIMUM HEIGHT
ON
NOTE: L-FOOT CAN BE INSTALLED IN TWO ORIENTATIONS, PLEASE REFER TO INSTRUCTIONS IN THE QUICK START GUIDE,
%I=
1411ano^owx,oumws
wmuOmsnO;s,mwmmzUSA
PRODUCT LINE:
SOLARMOUNT
DRAWING TYPE:
PART & ASSEMBLY
DESCRIPTION:
L-FOOT
REVISION DATE:
APRIL 2016
NOT TO SCALE
EDRAWING
ALL DIMENSIONS ARE NOMINAL
-
el
PRODUCT PROTECTED BY ONE OR 7
US PATENTS JE
LEGAL NOTICE
SHEET
MUM
1411 BROADWAY BLVD NE
ALBUQUERQUE, NM 87102 USA
4 20 x I 4 SS K-
HEAD BOLT -
FLAT WASHER
i 20 SS FLANGE NUT
4-
PRODUCT LINE:
SOLARMOUNT HD
DRAWING TYPE:
PART & ASSEMBLY
DESCRIPTION:
BOTTOM CLIP
REVISION DATE:
APRIL 2016
DRAWING NOT TO SCALE
ALL DIMENSIONS ARE NOMINAL
0
PRODUCT PROTECTED BY ONE OR MORE
US PATENTS
LEGAL NOTICE
SHEET
FLASH LOG
I IN
lowl"', U N I R A C
Bill
FlASKJ,',-' �,� w
whavY TOMW I'm
AM) on! r0d CxT Apo, Thr jK N! wip rjum wMA",
no vuls
wl KA i v&H Fashly in P;
jul; Y wo v;
faqw? 1W AW; n1k, SNTN I or
Q; bum am! Hin
Sidi! Aqu FLASHLON
piMad ME
SM khodogy mawns thy rK ik
ornkats A peiMunri
x1h j promm pmssura saw
Kokel
;CAXQ and hmdown NN awnw,",,
convemence [its I
psi kut val LOC it out!
I
PROTECT THE ROOF
LOC OUT WATER
HIGH-SKED INSTALL