HomeMy WebLinkAbout22-4028Address: 3193 Kresterbrooke, Ln 24 26 21
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0100 00000 1210
Phone: 754
ZFPI�14A%4�, FL 33540
INSTALLATION 10 X 8 SHED
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5335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
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3193 Kresterbrooke Ln 24 26 21 0100 00000 1210
Permit Type: Building General (Residential)
Class of Work: Shed
Building Valuation: $3,346.69
Electrical Valuation: $1.00
Mechanical Valuation: $1.00
Plumbing Valuation: $1.00
Total Valuation: $3,349.69
Total Fees: $90.00
Amount Paid: $90.00
Date Paid: 5/19/2022 8:16:59AM
Contractor: JAMESON WATTS
entities such as water nagernent, st e agencies or federal agencies.
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE PEJAIT OFFICE()
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received 1 5
I Phone Contact for Permitting 1( M/3
Owner's Name Owner Phone Number
OwnersOwner Phone Numb r
Address L It: �L a
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
SUBDIVISION
a ",
J
WORK PROPOSED
NEW CONSTRF--1
INSTALL
PROPOSED USE
SFR
TYPE OF CONSTRUCTION
BLOCK
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=ELECTRICAL
=PLUMBING
=MECHANICAL
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TAINED FROM PROPERTY TAX NOTICE)
ADD/ALT
SIGN
DEMOLISH
REPAIR
Comm
OTHER
FRAME
STEEL
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE PROGRESS ENERGY W.R.E.C.
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VALUATION OF MECHANICAL INSTALLATION
SPECIALTY = OTHER
FLOOD ZONE AREA =YES
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BUILDER COMPANY
SIGNATURE El �' 'S' r 44 "5, REGISTERED Y/ N FEE CURREN
Address License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED _[V/ N FEE CURREN
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address I License#
OTHER C Y
COMP
REGISTERED LYLNLJ FEE CURREN L11 N
E AN
SIGNATURE
Address F_ License #
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & I 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 clumpster, 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.
Dlrecfions:
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
1) All property markers shall be fully exposed at time of inspection, (RED TAG IF NOT
MARKED)
2) All sheds shall be installed and anchored per manufactures specifications, (RED TAG lF
NOT ANCHORED PER PLAN)
3) All set -backs shall be met,
4) Shall not be installed in easements,
5) Shall be set in the rear or side yards,
6) Only 2 accessory buildings per parcel,
7) Sheds shall not be rented or inhabited,
8) Must meet and follow all conditions of ordinance:-1780-01
9) No accessory building shall be larger than 300 sq ft without site -plan approval
10) Not to exceed 16' in height at peak,
11) No other work shall be pert-nitted (framing, plurnbing, electrical and mechanical) unless
otherwise specified,
12) Accessory buildings in residential zones that exceed 150 sq ft shall be constructed of
masonry, wood frame, aluminum or vinyl, Aluminum and vinyl shall be residential grade
and be consistent with existing architecture of the principle building and adjacent
properties,
13) Fence shall not encroach neighbor's private property or right of way.
14) Fence shall be no taller than 6 feet in the rear and sides of home, 4 feet from the front
15) Good side off nc shall face out,
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INSTRtt 2022121627 BK 10624PG3424
06/01/2022 09:23am page I of I
Rcpt: 2462802 Rec: 10.00
DS: 000 IT: 0.00
Nikki Alvarez-Sowles, Esq,
7asco County Clerk & Comptroller
Property Identification No. D, 't
TFM UNDMSIGNM hereby give informs you that the improverowd will be made to cortain real propaty, and in accordance wi*.
Section is provided in this NOTICE OlFb()�Ti�CEJI
b) NOW god aftass of fee simple titleholder -(if other than owner)
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bYTOloWt JI Fax No. (OPL)
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Telephone No.' Fox 140. (Opt)
6.Lmder
DE!�
i. Identity QfP.Mon the State oI dcsi&Me4 by ownI wbopnoticejor other'documents maybe served:
a) Name and address:
6) 'off No.: yoxwo" (opt.)
7113.13(l)(b) Florida $Ufutea:
0,91unt and AI
b) Telephone No.: —Fax NO. (opt.)
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Personally Known Z OR Produced Identification Notally
L -
WeofIdencation Prodced
ame (mint)
Verificption pursuant to Section 92.525, Florida Statutes. Under penalties of PC*", I declare AbUt I bave read the foresoI tMad fh
the facts stated in it am true to the best of my knowledge ad belief
trHeI pm=sWft AW-
Address: 5900 Beech St
ZEPHYRHILLS, FL 33542
Phone:
Building Valuation:
Electric?1 V21y2fit-A: $43,1#111,1111#1
Mechanical Valuation:
Plumbing Valuation:
Total Valuation: $43,100.00
Total Fees: $255.50
Amount Paid: $255.50
Date Paid; 5/6/2022 1:26:41PM
23131���
Issue Date: 05/0612022
accordance with City Codes and Ordinances. NO OCCUPANCY BEFOREc.6.
NO OCCUPANCY BEFORE C.O.
tONTRACTOR SIGNATURE PE r IT OFFICEfj
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO'i
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received phone Contact for Permlttm 81 577 __ oggla
Owner's Name �( Owner Phone Number
�j(}
Owner's Address f V 0 ,lOar b t , Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS too
3c! Pam^' LOT#
,P 0 00 7o0— o650
SUBDIVISION
6onE
PARCEL ID#
L vtC t —(90—
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED
NEW CONSTR ADD/ALT
SIGN DEMOLISH
e
INSTALL REPAIR
8
PROPOSED USE
0
SFR COMM
OTHER
TYPE OF CONSTRUCTION
BLOCK FRAME
STEEL
/�
�p�
DESCRIPTION OF WORK
BUILDING SIZE
SQ FOOTAGE
HEIGHT
x.xk*]tkxV1k1t...
=BUILDING
$
VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL 1$ AMP SERVICE PROGRESS ENERGY W.R.E.C.
=PLUMBING $ }
=MECHANICAL $ t $� VALUATION OF MECHANICAL INSTALLATION At}�
=GAS PROOFING SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS �® FLOOD ZONE AREA =YES NO
S�V+g^,,�
TUREL�' ®' REGISTERED Y / FEE CURREN Y 1
Address License #
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y / N FEE CURREN Y / N
Address I License #
PLUMBER COMPANY
SIGNATURE REGISTERED Y / N FEE CURREN Y / N
Address License #
MECHANICAL COMPANY
SIGNATURE REGISTERED Y / N FEE CURREN Y / N
Address License #
OTHER C -- ---� COMPANY
SIGNATURE REGISTERED Y / N FEE CURREN I Y / N
Address License #
RESIDENTIAL Attach (2) Plot Plans, (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wl 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. (AtC 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
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive
than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they
may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and
contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block' of this
application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not property licensed and is
not entitled to permitting privileges in Pasco County,
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that
such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final
power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant,
have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of
Agriculture and Consumer Affairs. If the applicant is someone other than the "owner', I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the "owner' prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as
indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I
understanerlhat 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 stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or
other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a
period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered
abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
FLORIDA JURAT (F.S. 117
OWNER OR AGENT
Subscribed and swo to (or affirmed) before me this
Who is/are personally known to me or has/have produced
as identification.
Public
Commission
CONTRACTOR
Subscribed and sworn to (or affirmed) before me this
by
Who is/are personally known to me or has/have produced
as identification.
Commission
Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped
Public
04129/2022 09:38 AM Rcp449854 0.00 IDS: O00 IT: 0,00
Nikki Alvarez-Sowles, Esa.. Pasco County Clerk & Comtroller
Per-ml No.
Par'M 10 No 12-26-21-0260-00700-0550
NOTICE OF COMMENCEMENT
slalm of __Florida Counti 01 Pasco
THE UNCERSIGNM hereby gves nnt,cr that imPrrvcmcn1 W14 t.emadc M certain mal pjcq� n,, 73 -4 F5-v,!�a
Inc IoFlc-.ring mfonn; iron is provided in 1h,! Nokc,,, of Commencement CojCNY HEIC-1417S UNREC PLAT LO.7 5' F-:X-Y 7 --?ESC A�� -T C
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Slrvl;t Address 5900 BEECH ST ZEPHYRF;LLS, FL 33542
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0 engipartners
255 Giralda Ave 5th floor Coral Gables, Florida
(833) :Si 3644 design@engipartners.com
To: TITAN (FL)
Plan Review Num: ELCIT11SC-004032-2022
Project Name: TSP122242 Kyle Keith
Plan /Permit Address: 5900 Beech st Zephyrhills, FL 33542
Correction Comments:
0 7/13/2022 -Ariana Cohen: 200/150AMPU.
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Response Comments:
• Updated E-1 diagram and legend to reflect 200/150A Main Panel Upgrade.
• Changed POI to Backfeed, updated label on E-2 page.
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V PANELS: (29) Q.PEAK DUO BLK ML-G10+400
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PROJECT INFORMATION
ROJECT LATITUDE _FMIN AMBIENT TEMP -1-.c
OJECT LONGITUDE -82 169766 MAX AMBIENT TEMP 34 - C
WIND EXPOSURE B
AHJ ZEPHYRHILLS CITY (FL) __
I DESIGN WIND SPEED 138MPH
DRAWINGS INDEX
E-1
ONE LINE RISER DIAGRAM
E-2
SAFETY LABELS
S-1
STRUCTURALPLAN
S-2
RACKING PLAN
S-3
RACKING PLAN
D-1
PV MODULES DATA SHEET
D-3 I INVERTER DATA SHEET
I
GENERAL NOTES I
ER FL. STATUTE 377.705 (REVISED 7/1/2017), 1 RAFAEL A. GONZALEZ
OTO, P.E. 83104 AN ENGINEER LICENSED PURSUANT TO CHAPTER
71, CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL
OMPONENTS ARE DESIGNED AND APPROVED USING THE
TANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE
LORIDA BUILDING CODE.
PPLICABLE CODES: 2020 FLORIDA BUILDING CODE 7TH EDITION,
SCE 7-16 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER
TRUCTURES, FFPC 7TH EDIT ION, NFPA 2018, NFPA 70 AND NEC 2017
ONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE
JSTALLED AND SEALED PER 2020 FLORIDA BUILDING CODE 7TH
DITION OR LOCAL GOVERNING CODE.
LL WIRING METHODS AND INSTALLATION PRACTICES SHALL
ONFORM TO THE NATIONAL ELECTRICAL CODE (NEC) 2017, LOCAL
TATE CODES, AND OTHER APPLICABLE LOCAL CODES. MEANS
HALL BE PROVIDED TO DISCONNECT ALL CURRENT CARRYING
ONDUCTORS OF THE PHOTOVOLTAIC POWER SOURCE FROM ALL
THEIR CONDUCTORS IN THE BUILDING. CONNECTORS TO BE
ORQUED PER DEVICE LISTING, OR MANUFACTURERS
ECOMMENDATIONS. NON -CURRENT CARRYING METAL PARTS SHALL
E CHECKED FOR PROPER GROUNDING.
EQUIRED SAFETY SIGNS AND LABELS SHALL BE PERMANENTLY
TTACHED BY ADHESIVE, OR OTHER MECHANICAL MEANS, LABELS
HALL COMPLY WITH ARTICLE 690 VI OF THE NEC 2017 OR OTHER
.PPLICABLE STATE AND LOCAL CODES. SEE LABELS AND MARKING
AGE FOR MORE INFORMATION.
ACKING ROOF MOUNT SYSTEM SHALL BE INSTALLED FOLLOWING
IANUFACTURERS INSTRUCTION SPECS, INCLUDING ALL GROUNDING
JEEB CLIPS, GROUND LUGS, AND RAIL SPLICE KITS FOR ELECTRICAL
ONTINUFTY.
IECAVVIND TOOL IS BASED ON THE C&C WIND LOADS FOR ENCLOSED
UILDINGS. DESIGN WIND PRESSURES ARE CALCULATED USING
SCE 7-16 EQUATION 30.6-1 . ALL NOTES IN FIGURES ASCE 7-16 30.4-1
NO 30.4-2(A,B AND /67C) HAVE BEEN INCORPORATED. MEAN ROOF
EIGHT MUST BE LESS THAN 60 FEET,
DOCUMENTCONTROL
UED FOR PERMIT
V TDESCRIPTION
LOCATION MAP
WIND ZONES
U.T._.
m IRRADIANCE MAP
ENGINEER CONTACT INFORMATION
ENGIPARTNERS LLC
C,A 32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(813) 982 -9001
CONTRACTOR LOGO
0 T I T A N
SOLAR POWER
N.T.S.
CUSTOMER:
KYLE KEITH
PROJECTADDRESS:
5900 BEECH ST
ZEPHYRHIULS FL 33542
PARCEL NUMBER:
- -- -- ---- ----- -
PROPERTY LINE
FENCE
91MM
FENCE
PROPERTY LINE
SHEET NAME:
PROJECT ID: ENGINEER OF RECORD:
ENG RAFAEL A. GONZALEZ SOTO, PE
TSP122242 DATE: ___I SHEET TITLE: C-1
PROPERTY LINE
FENCE
FLA
E111TING ELECT
L:' III METER
_ I
TER 1
FENCE
PROPERTY ---
lI-r4E
A
LOCATION OF NEAREST URGENT CARE FACILITY
NAME:
ADDRESS
PHONE NUMBER
NOTES:
1. INSTALLERS SHALL DRAW IN DESIGNATED SAFETY AREA AROUND HOME
2. INSTALLERS SHALL UPDATE NAME ADDRESS AND PHONE NUMBER OF NEAREST
URGENT CAR FACILITY RELATIVE TO THE SITE BEFORE STARTING WORK
DOCUMENT CONTROL
DATE CADI QC
ENGINEER CONTACT INFORMATION ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
CONTRACTOR LOGO
mot T I TA N
S 0 L A R P 0 W E R
CUSTOMER
KYLE KEITH
—PROJECTVDDRESS
5900 BEECH ST
ZEPHYRHILLS FL 33542
SHEET NAME:
SAFETY PLAN
UED FOR PERMIT
4-25-22 E CI
ENGIPARTNERS LLC
C.A. 32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(813) 982 -9001
V DESCRIPTION
DATE CAD!LB QC
PROJECT ID:
TSP122242
ENGINEER OF RECORD:
ENG RAFAEL A. GONZALEZ SOTO, PE
6 �TE,
SHEET TITLE:
C-2
—PARCEL NUMBER:
---- ----- ---
WIRE SIZES, QUAN I I I Y & TYPE RACEWAY SIZE, TYPE & LUCA 1-10N WIRE AMPACITY CALCULATIONS ADDITIONAL INFORMATION
WIRE DE -RATED CALCULATION
RACEWAY 125% OF
CONDUCTOR NEUTRAL GROUND RACEWAY RACEWAY 1 OUTPUT MIN VOLTAGE CONDUI
HEIGHT OUTPUT AMBIENT #OF DIST. VOLTAGE 1
WIRE TAG I DROP % FILL %
QTY. SIZE & TYPE QTY. SIZE & TYPE Q I Y. SIZE & TYPE SIZE & TYPE LOCATION CURRENT OCPD WIRE DE -RATES E6
TEMPERATURE CONDUCTOR I
ABOVE ROOF CURRRENT RATING AMPACITY
COEFFICIENT COEFFICIENT
.. .......... . .. .
18.8A
I 20A 40A 0.76 1 30A 10 FT. 350V 0.11% 6.4%
DC (BEFORE JB) (6) #10 AWG PV WI RE N/A (1)#8AWG BARE COPPER NOTAPPLICABLE UNDERARRAY 1/2" TO 3-1/2" 15A
------------- F ------------
DC (AFTER JB) (6) #10 AWG THWN-2 N/A (1) #8 AWG THWN-2 1 3/4" EMT CONDUIT ABOVE ROOF 1/2" TO 3-1/2" 15A 18,8A 20A 4UA &76 0.8 24.3A 20 FT. 350V 0.21% 8.1%
- - ---- ----- - ---- ---
C (INVERTER TO METER) (2) #6 AWG THWN-2 (1) #6 AWG THWN-2 1 (1) #8 AWG THWN-2 3/4" EMT CONDUIT EXTERIOR WALL "N/A"42A 52.5A 60A 75A 1 % 7.7% 75A 5 FT. 240V 0.1
STRING #1
v------------
A1.1 A1,2 A1.3 131.4 131.5
STRING #2
v
132.1 132.2 132.3
Al
I
STRING #3
------ ----- - -
B3.1 B3.2
Luf,
y
131.6 131.7
y
B1.8 1 131.9
B2A B2.5 132.6 132.7 1 132.8 132.9 B2.1 0
�In
- -- -------------
PV RAILS TO BE BONDED WITH #8 BARE WIRE
B3.3 B3.4 B3.5 133.6 1317 133.8 1319
L I ;1TI I I 611E
/1 9
>
NEW OVERHEAD SERVICE
240V/1 20V
3 # 3/0 THWN-2
2 4 INVERTER TOTAL OUTPUT' 42A
3 - ---- - -
SAFETY RATING (125%)- 52.50A
TOTAL PV SYSTEM OCPD: 60A
UNFUSED! 6 8 1
6
60A 60A 150AI MAIN BREAKER RATING: 150A
BUS BAR RATING- 200A
------ ------ --
NEMA3K 7 120% BACKFEED RATING 90A
will Ill L
N GO E- I
Ar
no. 83104 o
1 #4 THWN-2 GROUND
A
SrAr z- zf_L_:�
IN
ts�, ORI DA
z
r
/O/�i9AL V-tlo
2 #10 PV WIRE PER STRING
(29) Q.PEAK DUO BILK ML-Gl 0+ 40OW BY QCELLS
2
1 #8 BARE WIRE GROUND
3
NEMA3R JUNCTION BOX
REFER TO D-1 SHEET
3/4" EMT CONDUIT
2 #10 THWN-2 PER STRING
4
1 #8 THWN-2 GROUND
5
SE1000OH-US BY SOLAREDGE
2 #6 L1,L2 THWN-2 1 #8 THWN-2 GROUND
REFER TO D-3 SHEET
1 #6 THWN-2 NEUTRAL 3/4" EMT CONDUIT
3/4" EMT CONDUIT
777-
77-77 77- -7-
7
PV SYSTEM DISCONNECT - 60A RATED
PV INTERCONNECTION POINT - PV BREAKER
NEW UTILITY ELECTRICAL SERVICE
DOCUMENT CONTROL
DATE �CAD�
OC
ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
_
CONTRACTOR LOGO
k a
*TITAN
S 0 L A R P 0 W E R
CUSTOMER:
KYLE KEITH
SHEET NAME:
ONE LINE RISER DIAGRAM
LIED FOR PERMIT
4-25-22 li EC
� LB
ENGIPARTNERS LLC
C.A.32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(813) 982 -9001
V DESCRIPTION
DATE :CAD'
QC
PROJECTADDRESS:
59C10 BEECH ST
ZEPHYRHILLS FL 33542
%
PROJECT ID.
TSPI122242
[ENGINEER OF RECORD:
NG RAFAEL A. GONZALEZ SOTO, PE
SHEET TITLE:
E-1
PARCEL NUMBER:
DATE:
WIRE SIZES, C2UANTi 1 Y &TYPE RACEWAY SIZE, TYPE &LOCATION WIRE AMPACITY CALCULATIONS ADDITIONAL INFORMATION
- I
WIRE DE RATED CALCULATION
RACEWAY 125% OF
CONDUCTOR NEUTRAL GROUND RACEWAY RACEWAY OUTPUT MIN --AMBIENT # OF VOLTAGE CONDUI
WIRE TAG HEIGHT OUTPUT WIRE DE RATES DIST. VOLTAGE
QTY. SIZE & TYPE QTY. SIZE & TYPE CITY. SIZE & TYPE SIZE & TYPE LOCATION CURRENT OCPD DROP % FILL
ABOVE ROOF CURRRENT RATING TEMPERATURE CONDUCTORS AMPACITY
COEFFICIENT COEFFICIENT -
DC BEFORE JB) (6) #10 AWG PV WIRE N/A (1) #8 AWG BARE COPPER NOT APPLICABLE UNDER ARRAY 1/2" TO 3-1/2" 15A 18.8A 20A 40A 0.76 1 1 30A j 10 FT- 350V 0.11 % 6 4%
----- - _ _
DC (AFTER JB) (6) #10 AWG THWN-2 N/A II (1) #8 AWG THWN-2 3/4" EMT CONDUIT ABOVE ROOF 1/2" TO 3-1/2' 15A 18.8A 20A 40A 0.76 0.8 24.3A 20 FT. 350V 0 21% 8 1%
C (INVERTER TO METER) (2) #6 AWG THWN-2 (1) #6 AWG THWN-2 (1) #8 AWG THWN-2 3/4" EMT CONDUIT EXTERIOR WALL "N/A" 42A 52.5A 60A 75A 1 1 75A 5 FT. 240V 0.1 % 7.7%
STRING #1
A1.1 A1.2 A1.3
1
STRING #2
� v
B2.1 B2.2 B2.3
1
81.4 131.5 81.6 81.7 B1.8 B1.9 81.10
B2.4 B2.5 B2.6 B2.7 B2.8 B2.9 B2.10
_ I '
I _' III 1 u � "1
A�j�J-t J l
PV RAILS TO BE BONDED WITH #8 BARE WIRE
STRING #3
B31 B3.2 B3.3
83.4 83.5 83.6
B3.7 B3.8
83.9
1
III
y
ILL] I f
E
2 3 4
0
NEMA3R
5
10 11
9(
7 8 )150A) CMEER
6 , 60A-
I
z
FUSED f.
1 #6 THWN-2 GROUND
2 #10 PV WIRE PER STRING
7
(29) Q.PEAK DUO BLK ML-G10+400 BY TITAN
2
1 #8 BARE WIRE GROUND
3
NEMA3R JUNCTION BOX
REFER TO D-1 SHEET
3/4" EMT CONDUIT
2 #10 THWN-2 PER STRING
4
1 #8 THWN-2 GROUND
5
SE1000OH-US BY SOLAREDGE
6
2 #6 L1,L2 THWN-2 1 #8 THWN-2 GROUND
REFER TO D-3 SHEET
1 #6 THWN-2 NEUTRAL 3/4" EMT CONDUIT
3/4" EMT CONDUIT
2 #6 L1,L2 THWN-2
7
PV SYSTEM DISCONNECT - 60A RATED WITH 60A FUSES
8
1 #6 THWN-2 NEUTRAL
9
PV INTERCONNECTION POINT - LINE SIDE
3/4" EMT CONDUIT
10
EXISTING INTERIOR PANEL RATED 150 AMP
UTILITY ELECTRICAL SERVICE
12
NOT USED
EXISTING OVERHEAD SERVICE
240V/120V
3 # 1/0 THWN-2
INVERTER TOTAL OUTPUT: 42A
SAFETY RATING (125%): 52.50A
TOTAL PV SYSTEM OCPD: 60A
MAIN BREAKER RATING: 150A
BUS BAR RATING: 150A
120% BACKFEED RATING: 30A
��� ��Ei9i13i61It7e
° • o�m�
AJF ojo
-
-� _
.� �
�A
///4/4
't4
$
DOCUMENT CONTROL
DATE
jCADI QC
ENGINEER CONTACT INFORMATION ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO
TITAN SOLAR POWER FL
CUSTOMER: SHEET NAME:
KYLE KEITH
PROJECT ADDRESS: E LINE RISE DIAGRAM
LB
ENGIPARTNERS LLC
DESCRIPTION
VED
DATE
CADI qC
C.A. 32661
255 GIRALDA AVECORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
12221 N US HIGHWAY 301 O
THONOTASASSA, FL 33592
S O L A R P G W E. R
5900 BEECH ST
ZEPHYRHILLS FL 33542 PROJECTID: EINEER OF RECORD: SHEET TITLE:
ENG. RAFAEL A. GONZALEZ SOTO, PE
------------ ------ TSP122242 _
---------- ----
(813)982-9001
PARCEL NUMBER: .^ ^^ ^. ^^^^ ^^'^^ ^ff^ DATE:
LABEL LOCATION:
AC DISCONNECT,
POINT OFINTERCONNECTION
PER CODE: NEC 690.13 (B)
LABEL LOCATION:
ACDISCONNECT, MAIN PANEL
PER CODE: NEC 11U7KJ
OSHA1A1O145(fI(7
LABEL
ACDISCONNECT, MAIN PANEL
PER CODE: NEC S98.58(C)(3)
AC DISCONNECT
LABEL LOCATION:
ACDISCONNECT, MAIN PANEL
Pkm���1111
POWER T0THIS BUILDING 0ALSO �
SUPPLIED FROM THE FOLLOWING SOURCES
WITH DISCONNECTS LOCATED AS SHOWN:
L LABEL LOCATION:
INVERTER
LABEL LOCATION:
AC DISCONNECT
PER CODE: NEC O9O,54
AC DISCONNECT
.`\\\\\\\|//////1)'
LABEL LOCATION:
POINT OF
INTERCONNECTION
PER CODE: NEC 705.12 (13)(3
LABEL LOCATION:
LABEL LOCATION: ADJACENT TO MAIN DISCONNECT
p GENERAL NOTE:
'A ADHESIVE FASTENED SIGNS-
*VE LABEL SHALL BE VISIBLE, REFLECTIVE AND SUITABLE R
THE ENVIRONMENT WHERE IT|S INSTALLED [NFR41 1112214:-�. WHERE REQUIRED ELSEWHERE IN THIS CODE, ALL FIELD
C) STATE OF
APPLIED LABELS, WARNINGS, AND MARKINGS SHOULD
COMPLY WITH ANSI Z535.4 [NEC 110.21(B) FIELDMARKING].
f!/IjjIjWk\, ADHESIVE FASTENED SIGNS MAY BE ACCEPTABLE IF
PROPERLY ADHERED. VINYL SIGNS SHALL BEWEATHER
DOCUMENT CONTROL
DATE CAD,QC
ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
CONTRACTOR LOGO
CUSTOMER:
KYLE KEITH
SHEET NAME:
SAFETY LABELS
UED FOR PERMIT
4-25-22 EC 1 LB
ENGIPARTNERS LLC
TITAN SOLAR POWER FIL
PROJECTADDRESS'
V DESCRIPTION
DATE CADIQC
CORAL GABLES, FL 33134
THONOTASASSA. FL 33592
OTITA N
ZEPHYRHILLS FL 33542
i
PROJECT ID:
ENGINEER OF RECORD:
SHEET TITLE:
PARCEL NUMBER:
E-2
IN THE OPEN POSITION
TURN RAPID SHUTDOWN
SWITCH mTHE "OFF"
POSITION TO
SHUT DOWN pvSYSTEM
AND REDUCE SHOCK
HAZARD mTHE ARRAY.
LABEL LOCATION:
AC DISCONNECT,
POINT OFINTERCONNECTION
PER CODE: NEC 690.13 (B)
ACDISCONNECT, MAIN PANEL
PER CODE: NEC 110.27kJ
OSHA 1910.145(�(7)
LABEL LOCATION:
ACDISCONNECT, MAIN PANEL
LABEL LOCATION:
AC DISCONNECT
POINT CfINTERCONNECTION
PER CODE: NEC 690.56(C)
LABEL LOCATION:
ACDISCONNECT, MAIN PANEL
POWER T0THIS BUILDING ISALSO
SUPPLIED FROM THE FOLLOWING SOURCES
WITH DISCONNECTS LOCATED AS SHOWN: |
INVERTER
PEli CODE: te�J
.11 ml- mk.
POINT OF
INTERCONNECTION
Imelfillitel
PER CODE: NEC
LABEL LOCATION:T I `10A N 1.
MAIN SERVICES �� ��''
DISCONNECT, DO CONDUIT
PER CODE: NBCO9O.31 K8CD 90oumD, mSSIMMEE/q�u
cl
ADHESIVE FASTENED SIGNS.
THE LABEL SHALL BEVISIBLE, REFLECTIVE AND SUITABLE FOR
THE ENVIRONMENT WHERE |T|SINSTALLED [NFP41,11.1221]
WHERE REQUIRED ELSEWHERE iNTHIS CODE, ALL FIELD
APPLIED LABELS, WARNINGS, AND MARKINGS SHOULD
COMPLY WITH ANSI Z535.4[NEC 11021/B\FIELD MARK]NG].
. ADHESIVE FASTENED SIGNS MAY BEACCEPTABLE |F
PROPERLY ADHERED. VINYL SIGNS SHALL BEWEATHER
DOCUMENT CONTROL
DATE
CAD� QC
ENGINEER CONTACT INFORMATION
ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION
TITAN SOLAR POWER FL
CONTRACTOR LOGO
CUSTOMER:
YLE KEITH
PROJECTADDRESS:
SHEET NAME:
SAFETY LABELS
UED FOR PERMIT
4-25-22
EC � LB
ENGIPARTNERS LLC
V DESCRIPTION
DATE
CAD�QC
(&,j, T1
TAN
CORAL GABLES, FL 33134
THONOTASASSA, FL 33592
ZEPHYRHILLS FL 33542
PROJECT ID:
ENGINEER OF RECORD: SHEET TITLE:
PARCEL NUMBER:
I DATE:
O%JL.Mrx lVl%.jLjuL_r__
UL 1703 CERTIFIED
...... .. ... MAX. DESIGN LOAD 83,54 psf
OBS ROOF OBSTRUCTIONS
APPLIED WIND LOAD :-40.51 psf
ARRAY#
MODULE #
NOTES:
STRING #
Q.PEAK DUO -INSTALL MID CLAMPS BETWEEN
--- --- --- --
BLK ML-G10, MODULES AND ENDS CLAMPS AT THE
NON -EXPOSED MODULES
400VV END OF EACH ROW OF MODULES.
1 -ALUMINUM RAILS SHOULD ALWAYS BE I
EXPOSED MODULES
SUPPORTED BY MORE THAN ONE
1
FOOTING ON BOTH SIDES OF THE
EDGE MODULES
I SPLICE
-S-
TRUSSES OR RAFTERS
41
ROOF MOUNTS & RAIL
> ROOF SLOPE
WORST CASE MODULE:
ZONE 1: 15%
ROOF'S GENERAL NOTES:
ZONE 2e: 15%
1- CONTRACTOR/INSTALLER TO VERIFY ROOF CONDITIONS
ZONE 2n: 35%
FOR PROPER INSTALLATION OF THE PV SYSTEM.
ZONE 3e: 35%
2- CONTRACTOR/INSTALLER TO NOTIFY THE OWNER
30.01(0.15) + 30.01(0.15)+ 45.01(0.35)+ 45.01(0.35) =40.51 psf
IMMEDIATELY OF ANY ROOF DEFICIENCIES AND/OR REPAIR
TIMATE WIND SPEED
1401mph
REQUIRED TO INSTALL THE PV SYSTEM.
SIGN WIND SPEED
1381mph
3- FOR DOES NOT ASSUME ANY RESPONSIBILITY FOR THE
3K CATEGORY
11
INSTALLATION OF ANY PV SYSTEM ON DEFICIENT ROOFS.
POSURE CATEGORY
B
4-CONTRACTOR/INSTALLER ASSUMES ALL RESPONSIBILITY TO
)OF SLOPE
14
INSTALL AS PER MANUFACTURER STANDARDS.
ICE TYPE
GABLED
ROOF INSPECTION NOTE:
,TERIAL ROOF TYPE ASPHALT SHINGLES
A PANEL IS DEFINED AS
ESSURE ZONE:
1&2
EXPOSED IF Dl TO THE ROOF EDGE >0.5H AND ONE OF THE
AN ROOF HEIGHT:
11.920'
FOLLOWING APPLIES:
MEAN ROOF HEIGHT
5.96
1. Dl TO THE ADJACENT ARRAY > 4 FT (1.2 M) OR
2. D2 TO THE NEXT ADJACENT PANEL> 4 FT. (1.2 M)
8
RIMETER WIDTH:
3180
ASCE 7.16 - 29.4-7
0.85
DESIGNED WIND PRESSURES:
1.0
p qh (GC OYE)(Ya)
O575
LOCITY PRESSURE (q) = 0.60*0.00256* KHKZTKDV2
LOCITY PRESSURE (ASD) 14.29
EXPO
NON EXPOSED
EXPOSED
ARRAY EQUALIZATION
I
GE FACTOR: YE = 1 0
EDGE FACTOR: YE = 1.5
FACTOR:
------- --
Y,=
0.7
TERNAL PRESSURE COEFFICIENT Zl
0.7
-2,000
a6 i 4
TERNAL PRESSURE COEFFICIENT Z2e
0.7
-2.000
TERNAL PRESSURE COEFFICIENT Z2n
0.7
-3.000
O,4
TERNAL PRESSURE COEFFICIENT Z2r
0L7
-3.000
TERNAL PRESSURE COEFFICIENT Z3e
0.7
-3.000
0.2
TERNAL PRESSURE COEFFICIENT Z3r
0.7
-3.600
TERNAL PRESSURE COEFFICIENT
0.18
NON
EXPOSED
MAX
MAX
10 100 1000
ONES
PRESSURES
(PSF)
EXPOSED
PRESSURES
PRESSURES
SPAN
CANTI-
Effective Wind Area, ft2
(PSF)
(PSF)
(FT)
LEVER (IN)
1 -31.15
-20.01
-30.01
4 -
�16
-31A5
-20.01
-30.01
4'
1-6
-45A4
-30.01
-45.01
�4
1-6
-45.44
-30.01
-45.01
4
16
45.44
_54.02
-30.61
-45.01
4'
16 "
-36.01
-54.02
4'
16 "
TAL ROOF AREA
2115.2
sq.-ft
TAL MODULES:
29
TAL PHOTOVOLTAIC AREA:
612,931sq.-ft
,TAL PERCENTAGE AREA OF PV SYSTEM:
28.981%
NO LOAD (PSF):
-40.51
TAL WIND LOAD (LBS):
-24,829.79
,TAL ROOF MOUNTS:
66
NSION FORCE PER MOUNT (LBS):
-376.21
DOCUMENT CONTROL
DATE iCADI QC
I ENGINEER CONTACT INFORMATION
LIED FOR PERMIT
4-25-22 EC I LB
ENGIPARTNERS LLC
C A, 32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
D E S I G N @ E N G I PAR TIN E R S, C 0 M
V DESCRIPTION
DATE !CADQC
- -----
j
3
NORTH
--------- -- ---
CAI D1
CB3
ARRAY A
TILT=14Q
AZIMUTH= 2690 (W)
H2= 4"
OBS
OBS
Fo
OBS
je
(B: D11 0
OBS
0
----------
-Aftm mrsom
STRUCTURAL ROOF PLAN & PV MODULES LAYOur
ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(813) 982 -9001
CONTRACTOR LOGO
T
I T A
N
SOLAR
POWER
CUSTOMER:
KYLE KEITH
5900 BEECH ST
ZEPHYRHILLS FL 33542
3,4
S-2A C
I I �
ARRAY B
TILT=14'
AZIMI-i 89' (E)
H2= 4"
Fw_'
SOLAR MODULE
- TYR. SEE D-1
ROOF MOUNTS
LOCATED AT CENTER
OF ROOF TRUSS - TYP.
-WOOD TRUSSES/RA I TERS
LOCATION - INSTALL! -R
MUST VERIFY IN FIE
EXISTING ELECTTIC METER
PV D
PV STRING INVERTER #1
JUNCTION BOX
RAFA6Z
0
%
CO)
lvn: m
0•o
V. Co
9,
'�
/I rEN
PROPERTY LINE
SHEET NAME:
STRUCTURAL PLAN
PROJECT ID: [ENGINEER OF RECORD: SHEET TITLE:
ENGRA'A'LAGONZALEZ SOTor PE
TSP122242 DATE. s
We uppo' PVsy rem,
sr Pr"Po�tl�t
ATTACHMENT DIAGRAM 2 ROWS OF RAILS PER MODULE
K2 SYSTEMS
CROSS RAIL
SPLICE FOOT
SEE DATA SHEET ABOVE
NOTE:
SEAL BASE MOUNT TO EXISTING
ROOF UNDERLAYMENT WITH ROOF
SEALANT AND MEMBRANE
SEALANT
I
CROSSRAIL YETI END
13MM HEX BOLT
LOCK WASH
�l
2X4 RAFTERS 24" O.C.
ASPHALT
SHINGLES
P - SPECIFY MIN.
EMBEDMENT OF 2.5"
5/16" SS LAG BOLT
5/16" SS FENDER WASHER
4Ye -Pp.' PV sp eems
R.
EverestGround Lug
LAG BOLT PULL OUT CALCULATIONS
Spruce, Pine,
l Per inch Thread Depth
2661bs
SS Lag Bolt 5/16" x 4"
I Min. Thread Depth
0'-31,
Wood Strength x Thread Depth = Pull Out Strength
266 lbs. x 3 in = 798 lbs.
Allowable Pull Out Strength per Lag Bolt
798 Ibs-
Max. Pull Out Strength Required per Lag Bolt
37&21
Lag Bolt Pull Out Strength Safety Factor
2.12
ASCE 7-16 Velocity Pressure
gz10 = 0.00256Kz Kzt Kid V2
Where:
DISTRIBUTED LOAD CALCULATIONS
PV MODULES & RACKING WEIGHT = (INDIVIDUAL MODULE WEIGHT
+ 3.5 LBS)' (MODULE QTY) = (U.00 LBS) - (29) = 1,508.00 LBS
PER SQUARE FEET (PSF) ARRAY LOAD = PV MODULES _& RACKING
WEIGHT / TOTAL ARRAY AREA = 1,508.00 LBS / 612.93 SQFT
=. 2.46 PSIF --
HENCE, ROOF WILL CARRY THE ADDITIONAL SOLAR SYSTEM
LOAD
gz10 = ASCE 7-16 velocity pressure evaluated at mean roof height (psf)
Kz = velocity pressure exposure coefficient
Kzt = topographic factor
Kd = wind directionality factor
V = basic wind speed (mph) from ASCE 7-16 maps referred to as ultimate wind
speed maps in 2020 FBC.
As an example, for an array having an area of 158.04 sq.-ft., the total uplifting
(resultant) force acting on the array would be -39.1 psf x 158.04 sq. ft. =-6,179.364
lb. Knowing this resultant force, the design engineer can now determine the number
of attachment points and the size of the mounting hardware necessary to safely
carry this load.
Live Loads:
Live loads associated with photovoltaic systems are usually assumed to be
distributed uniformly and are small, on the order of 4 psf or less.
LAG BOLT
FLASHING
{ EXIST,2X WD_
J TRUSSES OR
RAFTERS
PLACE BOLT
AT C,L, OF
TRUSS OR
EQ, EQ, RAFTER
SECTION "A -A"
N.T.S.
Lag pull-out (withdrawal) capacities (Ibs) in typical roof
lumber LASD)
STAINLESS STEEL Lag screw specifications
Specific 5/1," shaft, '
gravity per inch thread depth
Douglas Fir, Larch
0,50
266
Douglas Fir, South
0,46
235
Engelman Spruce, Lodgetrole Pine
0,46
235
(MSR 1650 f & higher)
Hem, Fir, Redwood (close grain)
0,43
212
Zj
-i—�
Hem, Fir (North)
0.46
235
Southern Pine
0,55
307
(�
Spruce Pine, Fir
0,42
205
Spruce Pine, Fir
(E of 2 million psi and higher
grades of MSR and MEI_)
0.50
266
I
Sources: American Wood Council, NDS 2005, Table 11,2A, 11.3A.
DOCUMENT CONTROL DATE ICADI QC
ENGINEER CONTACT INFORMATION ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO
TITAN SOLAR POWER FL
12221 N US HIGHWAY 3010
THONOTASASSA, FL 33592
5 0 L ,", R P 0 w E?
(813) 982 -9001
CUSTOMER:
KYLE KEITH
SHEET NAME:
ACK G LA
FOR PERMIT 4-z� EC LB
''
ENGIPARTNERS LLC
C.A. 32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS. COM
V DESCRIPTION DATETE .CAD QC
--------------
SS
PROJECT ADDRESS
5900 BEECH ST
ZEPHYRHILLS FL 33542
PARCEL NUMBER: ------
PROJECT ID:
TSP122242
ER OF RECORD: SHEET TITLE:
FAEL A. GONZALEZ S.T., PE ry ®ry
LA\ G
[BATE:
—
Fumm���
1. Determine location for the Mount on roof by drilling through
the center of truss from bottom with 5/32" drill bit.
2. Mark mounting holes for Mount on underlayment. Mounting
holes should be centered on the trusses.
3. Drill 15/64" pilot hole.
4. Apply sealant to bottom of Mount.
5. Place Mount over roof underlayment with holes in roof.
6. Apply sealant to bottom of Mount, apply sealant to lag screws
and fasten Mount securely to trusses.
7. Apply additional sealant to top assembly to be sure all
penetrations are sealed.
Notes: (1) Thread must be embedded in the side grain of
Trusses or other structural member integral with t
building structure.
(2) Lag Bolts must be located in the middle third of t
structural member.
(3) These values are not valid for wet services.
(4) This table does not include shear capacities.
necessary, contact a local engineer to specify I
bolt size with regard to shear forces.
(5) Install lag bolts with head ad washer flush to surfa
(no gap). Do nor over -torque.
(6) Withdrawal design values for lag screw connectio
shall be multiplied by applicable adjustment facto
if necessary. See table 10.3.1 in the Americ
Wood Council NDS for Wood Construction.
DOCUMENT CONTROL
LED FOR PERMIT
V 1 DESCRIPTION
ENGINEER CONTACT INFORMATION
ENGIPARTNERS LLC
C A 32661
255 GIRAUDA AVE
CORAL GABLES, FL 33134
0
MIANIS I
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NOTICE OFACCEPT ANCEf'SOA)
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NOA No: 21-0727.43
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APP ... a] Wic; Fvbn,,,y 17,2022
Page I
We support PV systems
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A
ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
LY
CONTRACTOR LOGO
(&T I TA N
S 0 L A R P 0 ',N E R
CUSTOMER:
KYLE KEITH
PROJECT ADDRESS:
5900 BEECH ST
ZEPHYRHILLS FL 33542
SHEET NAME:
PROJECT ID: ENGINEER OF RECORD: SHEET TITLE:
ENG RAFAEL A GONZALEZ SOTO. PE!
TSP122242 _� S-3
DESIGN@ENGIPAR-FNERS COM
(813) 982 -9001
MECHANICAL SPECIFICATION
n
-11 CELLS
DOCUMENT CONTROL
LED FOR PERMIT
V DEi SCRIPTION
F51aP 8R '%u PV
,
2(32t i
Warranty ° 0 CELLS
BREAKING THE % EFFICIENCY BARRIER
Q o Q.ANTUM DUO Z Technology with — gap cell layout boosts module efficiency up to 20,9 1.
N ST 'S MOST TOROU TESTING
Q CELLS is, the first solar module manufacturer to pass the most <omprehensiva duality
programme ,n the industry:
The new "Quality Cantrolled PV" of the independent certification institute TUV Rheinland.
ENDURING HIGH PERFORMANCE
Lang -term yield security with Anti LID Technology, Anti RID Technologyl, Hat -Spot Pratact
and Traceable Quality Tra.Q—.
EXTREME WEATHER RATING
}sigh -tech aluminum ahoy frame, certified for high now (5400 Pa) and wind Ioads (4000 Pa).
RELIABLE INVESTMENT
Inclusive 25-year product warranty and 25-year linear perf—ance warranty2.
INNOVATIVE ALL-WEATHER TECHNOLOGY
L--J Optimal yields, whatever the weather with excellent low -light and temperature behavior.
- P, - 9b h, 3
ENGINEER CONTACT INFORMATION
ENGIPARTNERS LLC
C.A.32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS. COM
ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(813) 982 -9001
FORMAT
74.0 in x 411 x 1.26 m (Tnd„ding frame)
f1879 min * 1045 32
WEIGHT...
485 lb,220 kg;.......
FRONTCOVER
C. 13 lr,(3,2 tn T,)tIte,, lyp =-ressedohs;-th.
n--refleot"', teo::nology
BACK COVER.
r P ite, Im
FRAME..
Slack anodized aluminum
CELL........
(, 22 ,ono ry,tJm,, Q ANTUM , I h,ff c 41, ..
JUNCTION BOX
2.09-3.981n=1,26-2,36 !,=0.59 0./I in
(53-101 n,,T,- 32-60 ,.,n, r IS-18 „rn), IP67, Tth Gyp, s dinde
CABLE.....
4rn 'Srlar abl.;(*)2: 9,2 m (1250 n'?.(--)>_492 nC1250 mm)...........
CONNECTOR
Stza6G MC4; IP68
ELECTRICAL CHARACTERISTICS
MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS, STC (POWER iOLERANCE+S Wr OW).....
POWER AT MPP 38 390 395 :ri; d05
SHORT CIRCUIT CURRENT '1117
OPEN CIRCUIT VOLTAGE V . v] iL 23 45 27 30 45 oA
CURRENTAT MPP !„,, ( I. 16_59 L0,65 10.7'i J77.. 018
VOLTAGE AT MPP tJ., , d, a6 +U 62 36 P n T3 37,39
EFFICIENCY...... 4I 19., , ,9 `'0.1 ( `I 4
MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS, NMOT... _.. _.......
PG'.VFRAi MWP +J; 288,8 292E 353 _„Ci 303'a
j SHORTCIRC:i 17 C:iRRENT 8.90 39T. 95 89' f', t'
OPEN CIRCUITVOLTAGE V'
1 CURRENT AT MPP 8:35 8 41 R r5 P
VOLTAGE AT MPP `1 , 31.. 301 03 _.,o PO
,)
�..,,e . + 351, V, .,: e vU, r., r . 2b . „� 6C: UT �0'y V.:, � , , ,L.. �, ., : f"'A �...
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(ERt=PERA7URECDEFEICiENT 4F P:.,.-�(.... ._. I ijt
.�V_�G9r d?thO.
........
PROPERTIES FOR SYSTEM DESIGN
t
tJ,aVol'ag�V .(,9:fiiE-�1rLCrJ.,; PVrn,'.._c.,,s�_n�_n
.V. } ..�.. ..
V rS Fu eR ADCT tv F R s5 sed ANSI ;UL61730
Design Loyd, P-h '.,,3'... kwr i ..,GuPa ( L Pc.rmt of d lrl oast-.,r_r 4{ �t D _85'-
;.n Con nuous Dr -(, d5
Ma T—tLoad Push.... 's1>1=.... f5�t�.,( G1; ;Pgp6d „„J:-a} y P
QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION
Q .. v 20
a
S .N 8932 .,1. r ,-.. 480'ri 1r'6a
qc i F C„ ,o US .�. T'J194, , _ IICDfl,,m .Jr. ' `51kg OL'IT _„ _,,-U.,,
Neea. ..,. nn os�vc. vv oe rof-+ad. See ra e hai or xn,.,y.....',g .T.a .,a o. _.>n.a_. .acnn .� .z, ..ce de .-,enc o. _f. orm_ _ aPpro, u!oee<., a.:o ardsa ,f
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52 WB k— AZ, 852'0
CELL
TEL 94) 7trt (
TIT TEL on SAS R
EMAIL,
5 a 1 A R P A tt E L
CONTRACTOR LOGO
S O L A R P O VJ E R
CUSTOMER:
KYLE KEITH
PROJECT ADDRESS:
5900 BEECH ST
ZEPHYRHILLS FL 33542
PARCELNUMBER:
SHEET NAME:
PROJECT ID: ENGINEER OF RECORD: SHEET TITLE:
ENG.RAFAEL A.GONZALEZ SOTO, PE
TSP122242 oArE: -----
DOCUMENT CONTROL
LED FOR PERMIT
- V DESCRIPTION
I Specifically designed to work with SolarEdge
inverters
I Up to 25% more energy
I Superior efficiency (99.5%)
1 Mitigates all types of module mismatch losses,
from manufacturing tolerance to partial
shading
Aff Flexible system design for maximum space
utilization
solaredge.com
ENGINEER CONTACT INFORMATION
ENGIPARTNERS LLC
C,A, 32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS COM
I Fast installation with a single bolt
I Next generation maintenance with module -
level monitoring
I Meets NEC requirements for arc fault
protection (AFCI) and Photovoltaic Rapid
Shutdown System (PVRSS)
I Module -level voltage shutdown for installer
and firefighter safety
ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(813) 982 -9001
Power Optimizer
For North America
P320 / P340 / P370 / P40d
Rale�l ri> Dc pov""r 370
Abv,iure Maxr,,jn lr%ru( Vol*,'gc 93 ro 80
Vdc
(Voc at temoef aiure)
IMPIP-11 Or"'_"aUny 'Rafvy 8 49 8 81'_1 8 Q
mbxiwu�-'l Short Glum cl_'I��Irir ')2
14 Ac.c
'h'c)
M. X"rll'. n 1,)r r_r it r xre, 13 75 12
177 4c"
MaxruPi '"'Ie'_y 9)
Weiqhtad L ff., en(,' 988
q8 r,
Overvollr3ge C- tegoly
---- - --- - _-
OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER)
Mamrnw7i Oul,,yul Cul---nt 5
Adc
M, axirnu m Jut E V,,-,, -age
VJ-
OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE
INVERTER OFF)
y Qc""
V J, -
G"�',;rrWer ------- - ----- ----- --- -------
STANDARD COMPLIANCE
FCC, ')a-fl; (_Iass 8, P
INSTALLATION SPECIFICATIONS
A:
Dnsln,i :A',, L X Hj I _,9 15 3 X 7
_ , , �, i x 6 1 1
630 / - 4
Singi, Pnaise I �e, P,; I,
29 x V9 S� x X
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CONTRACTOR LOGO
CUSTOMER
KYLE KEITH
PROJECT ADDRESS:
T
I T A
5900 BEECH ST
N
ZEPHYRHILLS FL 33542
S 0
L A R P 0 W E R
PARCEL NUMBER:
-- -- -- ---- ----- ----
1VG 10f�
SHEET NAME:
SMART MONITORING DATA SHEETI
PROJECT ID: FENGI=EOLFARECORD: SHEET TITLE:
E,
GONZALEZ SOTO, PE
-2
TSP122242 DATE: D
Optimized installation with HD -Wave technology
Specifically designed to work with power optimizers y UL1741 SA certified, for CPUC Rule 21 grid compliance
Record -breaking 99% weighted efficiency f Small, lightweight, and easy to install both
outdoors or indoors
I Quick and easy inverter commissioning directly from
a smartphone using the SolarEdge SetApp I Built-in module -level monitoring
d Fixed voltage inverter for longer strings I Optional: Faster installations with built-in
consumption metering (1% accuracy) and
Integrated arc fault protection and rapid shutdown production revenue grade metering (0.5%accuracy,
for NEC 2014, NEC 2017 and NEC 2020 per article ANSI C12.20)
690.11 and 690.12
solar -dga : orr.
DOCUMENTCONTROL
UED FOR PERMIT
V DESCRIPTION
ENGINEER CONTACT INFORMATION
ENGIPARTNERS LLC
C.A. 32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS. COM
Single Phase Inverter with HD -Wave Technology
for North America
SE300OH-US / SE380OH-US / SE500OH-US / SE600OH-US/
SE760OH-US / E1000OH-US SE1140OH-US
OUTPUT
3..
L8,, 1:'
i4
00 C
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pi
INPUT
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s
i' t t
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ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(813) 982 -9001
CONTRACTOR LOGO
T1 TAN
S i7 L 'A R P O W E R
Single Phase Inverter with HD-WaveTechnology
for north America
SE300OH-US / SE380OH-US / SE500OH-US / SE600OH-US/
SE760OH-US J SE1O00OH-US SE1140OH-US
ADDITIONAL. FEATURES
. pporce9 r
F.S485, t zl&5 a^all co
air
-e rtipr l i. F w Q .> I O B , l^( F AC , , Pimt
a .1 EVE 7 t '3 4
a, ,, lt Para a,Rs a Ace lL �c
_
STANDARD COMPLIANCE
INSTALLATION SPECIFICATIONS
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How to Enable Consumption Monitoring
By simply wiring current transformers through the inverter's existing AC conduits and connecting them to the service
panel, homeowners will gain full insight into their household energy usage helping them to avoid high electricity bills
Single phase inverter with
HD -wave technology and
built-in RGM and
consumption monitoring
CT I NI7
Shielded CAT � cable r
kPFA3t
N m
o ac Conduit
P17ti57
M.M
r� v:,
f 0
GO
0
0
lst 0
CUSTOMER:
KYLE KEITH
PROJECTADDRESS:
5900 BEECH ST
ZEPHYRHILLS FL 33542
Grid
Service Panel
SHEET NAME:
INVERTER DATA SHEET
PROJECT ID: ENGINEER OF RECORD: SHEET TITLE:
ENG. RAFAEL A. GONZALEZ SO"rO, PE
TSP122242 DATE: - — D-3