HomeMy WebLinkAbout22-4818��^tx� *�� ��*��N��x��.~�N�� ��^�� .�m w�x�m-wm,�mxmmmm
5335Eighth Street
ZephyrhiUa. FL33542
Phone: (813)780-0020
Issue Date: 09/16/2022
02 26 210168001000128 | 38313North Avenue
Name: ANTONK}R0DR|GVEZ&LILLIAN Permit Type: Electric Service R*placement/M I Contractor: VOLT SOLAR SOLUTIONS
SANTIAGO I Class of Work: Add/Alter Residential I LLC
Address: 3V313North Ave
Building Valuation: $O{0
Electrical ValuaUon:*87.2O4.0O
Mechanical Valuation:
Plumbing Valuation:
Total Valuation: $37,204.00
Total Fees: $226.02
Amount pmid:$zzo{o
Date Paid: 9/16/2022 11:37:25AM
FKEUNSPECTION FEES; (c)V8bh respect to Reinspection fees will comply with Florida Statute 55380(2)
local government shall impose afee mffour times the amount ofthe fee imposed for the initial inspection or
first rei apectipnwhichever is greater, for each subsequent reinsctU
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 aawater 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.
C 4tCTOR LSIGNATULRE PEfAIT OFFICER I
Y-ERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
Antonio Rodriguez
38313 North Ave. Zephyrhills, FL. 33542 T
38313 North Ave. Zephyrhills, FL. 33542
1-0160-00100-0120
WORK PROPOSED NEW CONSTR ADDIALT SIGN DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR Comm OTHER Iwoiruallatim
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
DESCRIPTION OF WORK J
SUILDINGSIZZE
=BUILDING VALUATION OF TOTAL CONSTRUCTION $37,204
=ELECTRICAL $ - VA, _11:4 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
BUILDER COMPANY
SIGNATURE REGISTERED
Address License III,
------------------
ELECTRICIAN 1 /7 COMPANY [ VQ I � )6\0�f SOW VtC'105
SIGNATURE REGISTERED ULIN _J FEE CURREN LYIN
5 License Address 4�' kie EiK -
PLUMBER COMPANY E�
SIGNATURE E=== REGISTERED ;; FEE CURRENT LYLN J
Address License #E====
MECHANICAL COMPANY
SIGNATURE E=== REGISTERED YIN FEE CURREN YIN
Address License #E====
OTHER COMPANY I
SIGNATURE REGISTERED YIN__. FEE CURREN L_YLN J
Address License#=���
I It III it I I It It I I It I I I I# I I I a 111111111111 It #11 It 1111111 It III I fit 11*11 a I I I It I
RESIDENTIAL Attach (2) Plot Plans; (2) as% of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ton (10) woridng days after submittal date. Required onsits, Construction Plans, Stormwater Plans w/ $flt Fence installed,
Sanitary Facilities & I dumpster; Site Work Permit for subdivisionstlarge projects
COMMERCIAL Afton (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for now construction.
Minimum ten (10) working days after submittal date. Required onalte, Construction Plans, Stormwater Plans W Slit Fence installed,
Sanitary Facilities & 1 dumpster. Site Work Permit for all now projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
—PROPERTY SURVEY required for all NEW Construction,
Direclitons:
Fill out application completely.
Owner & Contractor sign bark of application, notarized
if over $2500, a Notice of Commencement Is required, (AIC uggrafts 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 (PlotSurvey/Footage)
Driveways -Not over Counter if on public roadways-neads ROW
813-780-0020 City of Zephyrhills Permit Application Fa"13-780-0021
Building Department
01i
not entitled to permitting privilages in Posoo Go nly
TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Few and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
wadw I
11. N. i I W 00101s�IMA
ft applica [a laws regulating construction, zoning and land development, Application is hereby made to obtain a permit to do work and instailation as
indicated. I certify that no work or Installation has commenced prior to Issuance of a permit and that all work will be pedormad to meet standards of all
Is" 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 agendas include but are not limited to:
Department of Environmental Protecton-Cypress Bayheads, Weiland Areas and Environmentally Sensitive
Lands, WateriWastewater Treatment.
Southwest Florida Water Management District -Wells, Cypress Bayheads, Welland Areas, Altering
Watercourses,
Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative SerAces/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 INE OWNER, I promise in good faith to inform the owner of the permitting conditions W forth in this affidavit prior to
'M
N RN
OWNER OR AGENT_
Subscribed and sworn to (or affirmed) before me this
by
Who is/are personally known to me or has/have produced
as identification.
R Nam,.. Notary �ublic
Name of Notary typed, printed-dr delinped
Not ry Public State of Florida
Jada Goksan
my Commission GG 361304
Expires 07131/2023
&
Z a I q Z I *A LyJ L*J ;I F.� 11 ij 12 1 Z lo Z on'l in Sums%
M
Notary Public
7
Commission No.
IJ
J
Name of Notary -typed, printed or stamped
p$*f 0% Notary Public Stale of Florida
Jada Goksan
my Commission GO 361394
dF ExPires 07131/2023
THIS INSTRUMENT PREPARED BY:
Name,
Addreis- 7 —625 —Tampa W Blvd
Tampa, FL 33634
Permit (lumber.
Parcel ID Number 02-26-21-0160-00100-0120
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the
following information Is provided in this Notice of Commencement,
1, DESCRIPTION OF PROPERTY: (Legal description of the property and street address If available)
TYSON SUB 1ST ADD UNREC RIP OF E250177 OF
2, GENERAL DESCRIPTION OF IMPROVEMENT:
ROOF MOUNTED SOLAR SYSTEM
3, OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address:
Interest in property:
Fee Simple Title Holder (if other than owner listed above) Name:
Address:
4, CON TRACTOR: Name; SQNRUN INSTALLATION
LATION SERVICES, INC, Phone Number: 855A78,6786
Address: 5208 Tampa W Blvd Tampa, FL 33634
5, SURETY (it applicable, a copy of the payment bond Is attached). Name: elf
Address: Amount of Bond;
6, LENDER, Name: WA Phone Number:
Address,
7. Pomona within the State of Florida Designated by Owner upon whom notire or other documents maybe served as provided by Section
713,113(11)(a)7., Florida Statutes,
NIA Phone Number:
Address:-
0. In addition, Oymer designates --B_IA_ of
to receive a copy of the Uenor's Notice as provided in Section 713,13(l)(b), Florida Statutes. Phone number:
S. Expiration Date of Notim, of Commencement (The expiration is I year from date of recording unless a different date is specified) —A—iA,
ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713 13, FLORIDA STATUTES, AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS 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 WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT
mftTvmT,rswner or 4os%oe, or vwners or Le
AulhonZod O?fiCerlDirWoriPa,tnatiManalter)
State Of —E� k—jlk County of
The foregoing Instrument was acknowledged before me this day of
-�o �' 2 l\ ( —LLq�L-- �4
b, (c) Who Is personally known to me CO OR
Nwne of person rn it slatwonl
who has produced Identification CR type of Identification produced:
HEATHER K, '-ENT
Notary'Pultbc, State of Florida
cornro:ssion P GG 909555 Notary Signalmro
°?(w my Comm. Expires Sep 2, 2023
Bonded through NaHopa, Notary Assn.
76North Meadowbrook Drive
Alpine, UT 84004
office (2OY)874-3483
nw4svJng@wyno&nAoonaulting,com
Volt Solar solutions
1317Edgewater Dr, Suite 5Q7
Orlando, FL328O4
Ikei Engineering Services
Rodriguez Residence
38313 North Avenue, Zephyrhills FL
11.600 kW System
To Whom It May Concerm.
We have received information regarding solar panel installation on the roof of the above referenced
structure. Our evaluation of the structure is to verify the existing capacity of the roof system and its ability
tosupport the additional loads imposed bythe proposed solar system.
1 including size and spacing offraming
for the existing roof structure.
2. Design drawings of the proposed system including o site plan, roof plan and connection
details for the solar panels, This information will b*utilized for approval and construction
ofthe proposed system.
Roof Framing: Prefabricated wood trusses at24" on center. All truss members are
constructed nf2x4dimensional lumber.
Roof Material: Composite Asphalt Shingles
Roof Slope: 17dogreos
Attic Access: Auoeeaib|*
Foundation: Permanent
° Dead Load
o Existing Roofing and framing 7paf
o Now Solar Panels and Ranking = 3 pof
o TOTAL =1OPSF
• Live Load = 20 psf (reducible) — 0 psf at locations of solar panels
• Wind Load based on ASCE 7-16
• Ultimate Wind Speed = 140 mph (based on Risk Category 11)
• Exposure Category B
Analysis performed of the existing roof structure utilizing the above loading criteria is in accordance
1� The solar panelsaho| be mounted in accordancewith the most recent SnapNrack installation
manual. If during solar panel installation, the roof framing members appear unstable or deflect non -
uniformly, our office should be notified before proceeding with the installation.
Z The maximum allowable withdrawal force for a5//o^lag is 235|bsper inch ofpenetration ae
identified inthe National Design Standards (NDS) oftimber construction specifications. Based on
e minimum penetration depth of2&^ the allowable capacity per connection is greater than the
design wunonawo/ force (oemeno) umna/oenng the variable factors for the existing roof framing
and installation to|enanceo, the connection using one 9/6" diameter lag ocnevv with a minimum of
21/2" embedment i|| beadequate and will include a sufficient factor ufsafety.
3 Considering the wind npemd, roof slopes, i and spacing of framing members, and condition of
the roof, the panel supports shall beplaced nogreater than 48^oncenter,
4 Panel supports connections shall be staggered to distribute load to adjacent framing members.
Based on the above evaluation, this office certifies that with the racking and mounting specified, the existing
roof system will adequately additional loadiimposed by the solar system. This evaluation ioin
conformance with the FBC 2020, 711 Edition, current industry standards, and is based on information supplied
touaatthe time ofthis report.
Should you have any questions regarding the above or if you require further information do not hesitate to
contact me.
ruly
A-- ?- U
Scott E. Wyssli , PE
Florida License No..
Date Signed 08/31/2022
SCOPE OF WORK
GENERAL NOTES
LEGEND AND ABBREVIATIONS
TABLE OF CONTENTS
• SYSTEM SIZE: 1160OW DC, 11520W AC
• ALL WORK SHALL COMPLY WITH 2O20 FBC (7th Ed.) AMENDMENTS TO 2018
------ SOLAR MODULES
PAGE DESCRIPTION
• MODULES: (29) HAN A Q-CELLS: Q.PEAK DUO BLK
IRC/IBC/IEBC, MUNICIPAL CODE, AND ALL MANUFACTURERS'LISTINGS AND
SE
SERVICE ENTRANCE !
PV-1.0 COVER SHEET
ML-G10+400
INSTALLATION INSTRUCTIONS.
PV-2.0 SITE PLAN
• INVERTERS: (1) DELTA ELECTRONICS: E6-TL-US, (1) DELTA
• PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2017,
ELECTRONICS: E6-TL-US
MP
MAIN PANEL
PV-3.0 LAYOUT
• RACKING: RL UNIVERSAL, SPEEDSEAL TRACK ON COMP,
• ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2017.
SEE DETAIL SNR-DC-00436__,
PV-4.0 ELECTRICAL
• PHOTOVOLTAIC SYSTEM IS UNGROUNDED. NO CONDUCTORS ARE SOLIDLY
SP
------ SNR MOUNT
SUB -PANEL
—SNR MOUNT &SKIRT
PV-5.0 SIGNAGE
° RAPID SHUTDOWN: (29) APSMART RSD-S-PLC ROOFTOP
GROUNDED IN THE INVERTER. SYSTEM COMPLIES WITH 690.35.
MODULE LEVEL RAPID SHUTDOWN DEVICE
• MODULES CONFORM TO AND ARE LISTED UNDER UL 1703.
LC
PV LOAD CENTER
CHIMNEY
• INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741.
SM
SUNRUN METER
• RACKING CONFORMS TO AND IS LISTED UNDER UL 2703.
ATTIC VENT
• SNAPNRACK RACKING SYSTEMS, IN COMBINATION WITH TYPE I, OR TYPE II
PM
DEDICATED PV METER FLUSH ATTIC VENT,;
PVC PIPE VENT
$#
MODULES, ARE CLASS A FIRE RATED.
RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL
[1N]V
INVERTER(S) METAL PIPE VENT
CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690.12(1).
T-VENT
AC
• CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G).
— ,
AC DISCONNECT(S)
SATELLITE DISH
STATE
• ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT.
DC
0
DC DISCONNECT(S) FIRE SETBACKS
'' ON
• 11.14 AMPS MODULE SHORT CIRCUIT CURRENT.
`f rr 1111W
sling Consulting, PLLC
• 17.4 AMPS DERATED SHORT CIRCUIT CURRENT [690.8 (a) & 690.8 (b)j.
CB
IQ COMBINER BOX HARDSCAPE
76 N Meadow rook Drive Alpine LIT 84004
_
Florida License # RY34912
INTERIOR EQUIPMENT — PL— PROPERTY LINE
Date Signed 08/31/2022
L _J
SHOWN AS DASHED
SCALE: NTS
A
AMPERE
AC
ALTERNATING CURRENT
AFCI
ARC FAULT CIRCUIT INTERRUPTER
AZIM
AZIMUTH
VICINITY MAP
COMP COMPOSITION
CONTRACTOR INFORMATION:
DC
DIRECT CURRENT
Volt Solar solutions
(E)
EXISTING
1317 Edgewater Dr, Suite 597
ESS
ENERGY STORAGE SYSTEM
Orlando, FL 32804
EXT
EXTERIOR
Phone: 1 (800) 341-8858
INT
INTERIOR
MAG
MAGNETIC
ANTONIO RODRIGUEZ
MSP
MAIN SERVICE PANEL
38313 NORTH AVE,
(N)
NEW
ZEPHYRHILLS, FL, 33542
NTS
NOT TO SCALE
OC
ON CENTER
TEL. (813)507-4917
PRE-FAB
PRE -FABRICATED
APN: 02 -26-21-0160-00100-0120
PSF
POUNDS PER SQUARE FOOT
PV
PHOTOVOLTAIC
PROJECT NUMBER:
RSD
RAPID SHUTDOWN DEVICE
802R-313RODR
TL
TRANSFORMERLESS
DESIGNER: (888) 316-5845
TYP
TYPICAL
V
VOLTS
SOLO CAD
W
WATTS
SHEET
REV
NAME DATE COMMENTS
COVER SHEET
REV: A 8/2/2022
PAGE PV-1.0
SITE PLAN - SCALE = 1/16" = 11.0"
9
P P L P L PL
i--'---
� v
r r
IM01-2
i
:s STATE 0 a r
r
to R 10
y s s g Consulting, ILL
Yd R Ideado brook Drive Alpine OT 8404
Florida License # RY34912
Date Signed 08/31/2022
ROOF INFO
Name Type
W1COMP SHINGLE - RLU__tj
DI3/16" = V-0"
AZIM:180'
PITCW: 17'
I
12:1-11T, 101 [451,011
Height Type Max OC Detail
Span Spacing
1-Story 2X4 PRE -FABRICATED TRUSSES T- 7" 24" RL UNIVERSAL, SPEEDSEAL TRACK ON
I COMP, SEE DETAIL SNR-DC-00436
ATTACHMENT INFORMATION
DESIGN CRITERIA
Max Landscape Max Landscape Max Portrait Max Portrait
MAX DISTRIBUTED LOAD: 3 PSF
Configuration
OC Spacing Overhang OC Spacing Overhang
SNOW LOAD: 0 PSF
WIND SPEED:
61-01, 2'- 4" 4'- 0" Z - 0" STACKED
138 MPH 3-SEC GUST.
S.S.LAG SCREWS:
5/16": 2.5" MIN EMBEDMENT S.S.
LAG SCREWS:
5/16": 2.6" MIN EMBEDMENT
STRUCTURAL NOTES:
• INSTALLERS SHALL NOTIFY
ENGINEER OF ANY POTENTIAL
STRUCTURALISSUES
OBSERVED PRIOR TO
PROCEEDING W/
INSTALLATION.
• IF ARRAY (EXCLUDING SKIRT)
IS WITHIN 12" BOUNDARY
REGION OF ANY ROOF PLANE
------ 4'"
-4
EDGES (EXCEPT VALLEYS),
THEN ATTACHMENTS NEED
TO BE ADDED AND OVERHAN(
REDUCED WITHIN THE 12"
- ------------
BOUNDARY REGION ONLY AS
FOLLOWS:
ALLOWABLE ATTACHMENT
SPACING INDICATED ON
6-11"
PLANS TO BE REDUCED BY
50%
ALLOWABLE OVERHANG
INDICATED ON PLANS TO BE
(7
1/5TH OF ALLOWABLE
ATTACHMENT SPACING
INDICATED ON PLANS
I
Florida License # RY34912
Date Signed 08/31/2022
CONTRACTOR INFORMATION:
Volt Solar solutions
1317 Edgewater Dr, Suite 597
Orlando, FL 32804
Phone: 1 (800) 341-8858
ANTONIO RODRIGUEZ
38313 NORTH AVE,
ZEPHYRHILLS, FL, 33542
TEL. (813)507-4917
APN: 02-26-21-0160-00100-0121
PROJECT NUMBER:
802R-31320DIE
DESIGNER: (888) 316-5845
SOLO CAD
LAYOUT
REV: A 8/2/2022
PAGE PV-3.0
12O/24QVAC
SINGLE PHASE NOTE: TOTAL PVBACKFEED=OUA
SERVICE USED / ' DELTA ELECTRONICS:
METER #-. CALCULATIONS E6-TL-US
5760 WATT INVERTER JUNCTION BOX 2V MOD[ Il ES
om 7/7 �� I -
UTILITY
GRID
(1) STRING OF (8) MODULES
SUPPLY SIDE TAP ---
(1) STRING OF (7) MODULES
(N) 1 OOA PV LOAD LOAD RATED DC L (15) APSMART RSD-S-PLC MODULE
CENTER DISCONNECT WITH AFCI,
LEVEL RAPID SHUTDOWN DEVICES
APSMART TRANSMITTER
(N) LOCKABLE
EXISTING 200A BLADE TYPE
DELTA ELECTRONICS:
MAIN BREAKER FUSED AC
5760 WATT INVERTER JUNCTION BOX Py Mont li F
R EQUIVALENT
200A MAIN
EXISTING
(14) MODULES
FACILITY PANEL 60A FUSES (1) STRING OF (7) MODULES
(1) STRING OF (7) MODULES
LOADS -�LFACIUTY
GROUND o\ SQUARE D 30A BREAKER (A) LOAD RATED DC (14) APSMART RSD-S-PLC MODULE
D222NRB 30A BREAKER (B) DISCONNECT WITH AFCI, LEVEL RAPID SHUTDOWN DEVICES
CONDUIT SCHEDULE GENEFb\LNOTE&
# CONDUIT CONDUCTOR NEUTRAL GROUND~362VDIC(|NV1).317VQC(|NV2)EXPECTED OPEN CIRCUIT STRING VOLTAGE.
0 NONE NONE NONE (1) 6 AWG BARE COPPER
1 NONE (4) 10 AWG PV Vvl RE NONE (1) 6 AWG BARE COPPER
Pho
MODULE CHARACTERISTICS
OPEN CIRCUIT VOLTAGE: 45.3 V
MAX POWER VOLTAGE: 37.13 V
SHORT CIRCUIT CURRENT: 11,14 A
SYSTEM CHARACTERISTICS - INVERTER 1
SYSTEM CHARACTERISTICS - INVERTER 2
SYSTEM SIZE:
6000 W
SYSTEM SIZE:
5600 W
SYSTEM OPEN CIRCUIT VOLTAGE:
392 V
SYSTEM OPEN CIRCUIT VOLTAGE:
343 V
SYSTEM OPERATING VOLTAGE:
297 V
SYSTEM OPERATING VOLTAGE:
260 V
MAX ALLOWABLE DC VOLTAGE:
480 V
MAX ALLOWABLE DC VOLTAGE:
480 V
SYSTEM OPERATING CURRENT:
21.54 A
SYSTEM OPERATING CURRENT:
21.54 A
oi Sm 01 l&*N*i•
LABEL LOCATION:
INVERTER(S), AC/DC DISCONNECT(S),
AC COMBINER PANEL (IF APPLICABLE).
PER CODE(S): NEC 2017: 690A3(B)
I��if��l 'slit i•1 iITii7firiTi1171=14' Imo k
LABEL LOCATION:
ADJACENT TO PV BREAKER (IF
APPLICABLE).
PER CODE(S): NEC 2017:
705.12(8)(2)(3)(b)
INVERTER 1
LABEL LOCATION:
PHOTOVOLTAIC AC COMBINER (IF
APPLICABLE).
PER CODE(S): NEC 2017: 705.12(B)(2)(3)(c) LABEL LOCATION:
INVERTER(S), DC DISCONNECT(S).
PER CODE(S): CEC 2019: 690.53, NEC 2017: 690.53
ayr. M.
a ' •
Ntl
LABEL LOCATION:
UTILITY SERVICE METER AND MAIN
SERVICE PANEL.
PER CODE(S): NEC 2017: 705.12(B)(3)
LABEL LOCATION:
INTERIOR AND EXTERIOR DC CONDUIT EVERY 10 FT,
AT EACH TURN, ABOVE AND BELOW PENETRATIONS,
ON EVERY JB/PULL BOX CONTAINING DC CIRCUITS.
PER CODE(S): NEC 2017: 690.31(G)(3), 690.31(G)(4),
IFC 2012: 605.11.1.4
LABEL LOCATION:
AC DISCONNECT(S), PHOTOVOLTAIC SYSTEM POINT OF
INTERCONNECTION.
PER CODE(S): NEC 2017: 690.54
INVERTER 2
LABEL LOCATION:
INVERTER(S), DC DISCONNECT(S).
PER CODE(S): NEC 2017: 690.53, CEC 2019: 690.53
LABEL LOCATION:
INSTALLED WITHIN 3'OF ID SHUT DOWN
SWITCH PER ODt .•0
t .i t
121
i
- E r•
s • •nutr•
SHOCK HAZARD IN TH
ARRAY
LABEL LOCATION:
ON OR NO MORE THAT 1 M (3 FT) FROM THE SERVICE
DISCONNECTING MEANS TO WHICH THE PV SYSTEMS
ARE CONNECTED.
PER CODE(S): NEC 2017: 690.56(C)(1)(a)
NOTES AND SPECIFICATIONS:
• SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2017 ARTICLE
110.21(B), UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690, 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 AND SHALL NOT BE HAND WRITTEN.
• LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT
INVOLVED.
• SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535.4-2011, PRODUCT SAFETY
SIGNS AND LABELS, UNLESS OTHERWISE SPECIFIED.
• DO NOT COVER EXISTING MANUFACTURER LABELS.
�'��uHaauur�l��i
C,p A. VIZ
E
No, 85111 {
a a '—
%� STATE OF
Po
1J
® A1aa�NN��°°,e
EXPIRES: 2/28/2023
SITE SPECIFIC SAFETY PLAN CHECKLIST
Ablar.
Inspect entire jobsite for hazards
H
Draw Sunrun vehicle locations on planset
SV
Label Operations Safety Manual Location
OSM
Label fire extinguisher location
FE
Label first aid kit location
FA
Label eye wash bottle location
EW
Label drinking water location
DW
Draw hard hat zone around house
HHZ
Draw fall protection anchor locations
X
Draw ladder & roof access points
L
Draw electrical hazard areas
r7H
Draw water & trip hazard locations
Daily weather forecast & HIPP measures:
Foreman conducts daily safety briefing and reviews this
checklist with crew. Sign and date:
Crew signatures:
Safety Contact:
Medical Clinic:
Nearest Hospital:
Restroom Location:
Water Replenishment:
Water Replenished by:
SOP, Note: Forjobs that last longer than Dgn FeedbacK
one day, conduct a safety briefing
at the start of each day and initial
this plan next to your signature. lam
Customer Signature:
APPROVAL, I have reviewed the solar design and approve of
the placement of solar panels and equlp)ment idej 71iP . ed oil this
page / have added my initials next to the equioment locafions
and signed this document to nore my agr' errent with the
layout of the system,
PL
PL
6H
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CONTRACTOR |wp0nMxnOw
Volt Solar solutions
1o1/Edgewater Dr, Suite mar
Orlando, FLaznn*
CUSTOMER RESIDENCE:
ANTON0H0DR|GUEZ
38313NORTH AVE,
ZEPHYRH|LLS.FL, 33542
TEL(D1*50r491r
Apw:02-20-21-0180-00100-0120
PROJECT NUMBER:
802R-313RODR
DESIGNER: (***)310-5845
SHEET
SAFETY PLAI
PAGE CD-1.0
SYSTEM SIZE
1160OWDC, 11520WAC
TRACK ON COMP, SEE DETAIL SNR-DC-00436
MODULES
(29) HANWHA Q-CELLSi Q.PEAK DUO BLK ML-G10+ 400
MODULE DIMS
74" x 41.1" x 1.26" (33mm)
ROOF TYPE
COMP SHINGLE - RLU
MODULE CLAMPS
Portrait: 0.79" - 25.6", Landscape: 0.79" - 11,8"
FRAME TYPE
2X4 PRE -FABRICATED TRUSSES
MAX ROOF HEIGHT
1 STORIES
OC SPACING
24" OC
LAG LENGTH
5/16"x5.5" 2.5" MIN EMBEDMENT
COLUMN SPACING
0.75"
ROW SPACING
10.7'5"
SISTERING I No ----
DESIGNER NOTES Existing trusses look good - ok to intall.
PE Review: Portion of AR-01 is a carport with la�ge overhang, Please confirm if we can place modules on this section of the roof. Thank you.
Racking Stacked Staggered
Type All Non -snow & Non -high Wind Regions All Regions if Snow>1 0 PSF or Wind>1 50 mph
(exception, Standing Seam is always staggered)
I Sides of each Row are Stacked to
Sides of each Row are Stacked to
obey vatue
Railed
01
ot
Start in one comer with first
Penetration Spacing must land on structural
and stagger penetrations onto
members and be <= the - Vatue
every structural member
Subsequent penetrations are spaced from, the
Sides of each Row are Stacked to to Complete a
o
One end of stacked Rows are often
Ends of Staggered Rows are often
the value
the value
Array
I Landscape
Portrait
Layout
Max OC
Max
*Reduced
*Reduced
Max OC
Max
*Reduced
*Reduced
Name
Spacing
Overhang
Max OC
Max
Spacing
Overhang
Max OC
Max
Configuration
Spacing
Overhang
Spacing
Overhang
*Reduced maximum spacings and overhangs apply only within the roof edge boundary regions (see sample illustration below).
NOTE: If array (excluding skirt) is within 12"
boundary region of any roof plane edges
(except valleys), then attachments need to
12" boundary region only as follows:
= Allowable attachment spacing indicated
onplans tobereduced by50% (refer to
table above)
� Allowable overhang indicated onplans
to be 1/5thofallowable attachment
spacing indicated onplans (refer tu
table above)
Allowable attachment spacing
indicated on plans to be reduced by
50% (refer to table above)
Allowable overhang indicated on
plans to be 1/5th of allowable
attachment spacing indicated on
plans (refer to table above)
CONTRACTOR INFORMATION:
Volt Solar solutions
1a1rEdgewater Dr, Suite 597
� Orlando, FLn2ocw
TEL. (813)507-4917
PROJECT NUMBER:
DESIGNER: (808) 310-5845
SOLO CAD
SHEET
PAGE CD-3.0