HomeMy WebLinkAbout21-2775- -F
C-ity —oUZephyrh ills
5335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
ELCMISC-002775-2021
Issue Date: 08/31/2021
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.
1171iffliliffli IM11111111 R 11 1 1 1 11 1 1 1 1
TOMI-1711-17-41-M-TIM11
P11111111
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.
CONTRACTOR SIGNATURE PEfA]T OFFICE()
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
ail L
CITY OF BUILD I � ING
ZEPHYRHILLS "NO ICE DEPARTMENT
OF ADDITION OR CORRECTION
ADDRESS DATE PERMIT#
2-- 27
THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job
will be accepted.
[/0 kwr, t "IC1 r� s �aftCl
It is unlawful for any Carpenter, Contractor, Builder, or other persons, to
cover or cause to be covered, any part of the work with flooring, lath, earth
or other material, until the proper inspector has had ample time to approve
the installation.
AFTER CORRECTIONS ARE MADE CALL
780-0020 FOR SPECTION
INSPECTOR
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 A, ,
Building Department
Date Received Phone Contact for Permitting 1(
WWII
Owner's Name Gregg Freeman Owner Phone Number 856-340 4693
Owner's Address 1 37648 PRADO PL ZEPHYRHILLS, FL 33542 Owner Phone Number
Fee Simple Titleholder Name I Owner Phone Number
Fee Simple Titleholder Address I
JOB ADDRESS 137648 PRADO PL ZEPHYRHILLS, FL 33542 LOT
SUBDIVISION ZEPHYR RIDGEPARCEL to# [03-26-21-0130-00000-0591
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR F--1 ADD/ALT SIGN DEMOLISH
R INSTALL REPAIR
PROPOSED USE SFR COMM OTHER soar
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
DESCRIPTION OF WORK Installation of roof mounted solar system
BUILDING SIZE I 1 SQ FOOTAGE = HEIGHT
W I, At k I k W. 4, WA t W It A, IL k IL IL % it k x t X, It %, X, VL WL W, k X WL I iE I I X A, k k W X I, k k VI t I, C WL X X 9L IL $I X W k 1E L k I iL � I
=BUILDING VALUATION OF TOTAL CONSTRUCTION
1&6ELECTRICAL AMP SERVICE 0 PROGRESS ENERGY W.R.E.C.
=PLUMBING 1$
=MECHANICAL 1$ VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY
SIGNATURE F REGISTERED Y/N FEE CURREN =/ N
Address License#
ELECTRICIAN COMPANY Vision Solar LLC
SIGNATURE REGISTERED Y/N
Address 1511 Route 168,'ITurnersmille, NJ 08=012 License# I EC1 3008784
PLUMBER COMPANY
SIGNATURE REGISTERED FEE CURREN Y/N
Address License #
MECHANICAL COMPANY
SIGNATURE REGISTERED L_Y_LN_j FEE CURREN Y/N
Address I License#
OTHER COMPANY
SIGNATURE REGISTERED Y/N r FEE CURREN 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 wl Silt Fence installed,
Sanitary Facilities & I clumpster; Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Fauna. 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.
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
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 contractors) sign portions of the "contractor Block" of this
application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not property licensed and is
not entitled to permitting privileges in Pasco County.
TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that
such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final
power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant,
have been provided with a copy of the "Florida Construction Lien Law —Homeowners Protection Guide" prepared by the Florida Department of
Agriculture and Consumer Affairs. If the applicant is someone other than the "owner', I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the "owner" prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as
indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I
understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I
must take to be in compliance. Such agencies include but are not limited to;
Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, WateriWastewater 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 "Wunless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida,
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or
other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed With the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a
period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered
abandoned,
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR DER113,
FLORIDA JURAT (F.. .117.03)
OWNER OR AGENT2e CONTRACTOR
Subscribed and sworn to (d affiffffed) before me this Subscribed and sworn to (Iaffirme fore mo this
_8/30/2021 by Gregg Freeman 813012021 by William (
Who is/are personally known to me or has/have produced Who istare personally known to me or has/have produced
drivers license as identification. drivers license as identification.
Notary Public Notary Public
ENNIFER AN JAK09%0N
Commission No. JENWER ANN JAKOKKAN Commission Co.
W.' GG229696 C,A. Na GG229596
-11
Jennifer Jakobson C�',,mssw, EAP11% WIM2 Jennifer Jakcibs.n
'fer J :::non 0' Name of Notary typed, prin`IWUTMV�� Name of Notary typed, printo r s amped
AGENCY CUSTOMER ID:
LOC #:
AC<>RV ADDITIONAL REMARKS SCHEDULE Page of
AGENCY NAMEDINSURED
RSC Insurance Brokerage, Inc. Vision Solar
POLICY NUMBER
CARRIER NAIC CODE
EFFECTIVE DATE:
ADDITIONAL REMARKS
<'...!"l 101 (2008/01) t3 2008 y, ORD CORPORATION.reserved.
* ' 11 � W � a - ♦: � is � : A '" �'
BUILDING CODES FBC-2020
NEC-2017
BUILDING USE:
EXISTING: R— RESIDENTIAL
CONST. CLASS 5—B UNPROTECTED
34 — HAN4&1A Q PEAK DUO BLK—G6+ 340
7C INPUT RATED POWER — DC SYSTEM RATING
RATED POWER PER MODULE) x (# OF MODULES) = DC SYSTEM SIZE
340 W ) x ( 34 ) = 11560 W
1 — SE1000OH—USRGM
DVERCURRENT PROTECTION CALCULATION
(MAX OUTPUT CURRENT PER INVERTER x # OF INVERTERS) x 1.25 =
(OVERCURRENT PROTECTION MINIMUM SIZE) A
i42Ax1 )x(1.25)= 52.5A
—PER NEC 690.8
—EXISTING HOUSE VOLTAGE IS 240V
3US BAR RATING
150 AMP
NTERCONNECTION METHOD
GRID INTERACTIVE
JCPD MEASURES
60 AMP
A,,
ROOF STRUCTURE
RAFTERS 2X6 0 24"
o
STRUCTURAL UPGRADES
ROOF DETAIL
NONE
GOOD CONDITION
N.
3TRINGING
i STIR NO OF 14
7 STRING Of 14
O �Ln1 y
<V - �fiH
). S E _�OR
US OM
c ' Zk xE Y e
U
ORD1k" T"T � A � ~ Lo
RACKING — ECOFASTEN ROCK —IT
TILT & AZIMUTH
yPi: 10 PANELS ON AZIMUTH 270 DEGREES, TILT 12 DEGREES
dP2: 24 PANELS ON AZIMUTH 90 DEGREES, TILT 12 DEGREES
,ROUNDF SNOW FROM ASCE 7-16 0 PSF
MND LOAD FROM ASCE 7-16 137 MPH CAT2
SOLAR ARRAY 4.0 PSF MAX
AS NOTED IN THE STRUCTURAL PAGE
N. <
PV SYSTEM IS TO BE MOUNTED ON EXISTING ROOF STRUCTURE
CONTRACTOR SHALL OBTAIN ALL.
BUILDING AND ELECTRICAL PERMIT ONCE THE PLANS ARE APPROVED
FOR CONSTRUCTION. CONTRACTOR SHALL
PRESENT PROOF OF INSURANCE, PROOF OF CONTRACTING LICENSE,
AND WILL SUBMIT A CHECK IN EXCHANGE FOR THE NECESSARY
PERMITS, ALL FEEDS SHALL BE REIMBURSED AS PER CONTRACT,
THIS PV SYSTEM INSTALLATION IS SUBJECT TO INSPECTION BY THE
BUILDING OFFICIALS, CONTRACTOR AND OWNERS,
OWNER'S REPRESENTATIVES AND MULTIPLE OTHER STAKEHOLDERS
THIS PROJECT SHALL CONFORM TO ALL STATE'S CODES.
5. DRAWINGS — THE DRAWINGS ARE INTENDED TO SHOW THE GENERAL
ARRANGEMENT AND THE EXTENT OF THE WORK TO BE DONE,
HOWEVER, THE EXACT LOCATION AND ARRANGEMENT OF ALL
COMPONENTS SHALL BE DETERMINED AS WORK PROGRESSES.
BECAUSE OF THE SMALL SCALE USED FOR THE DRAWINGS, ALL
REQUIRED OFFSETS, MODIFICATIONS, ETC. AS MAY BE REQUIRED TO
CLEAR STRUCTURAL WORK, WORK OF OTHER CONTRACTORS, OR
OTHER OBSTRUCTIONS, MAY NOT BE SHOWN. THE CONTRACTOR
HOWEVER, SHALL PROVIDE ALL NECESSARY OFFSETS, MODIFICATIONS,
ETC. AS REQUIRED TO COMPLETE THE INSTALLATION AT NO
ADDITIONAL COST. THE CONTRACTOR SHALL BE RESPONSIBLE TO
INSTALL ALL ITEMS, ACCESSORIES, AUXILIARY SYSTEMS, ETC. CALLED
FOR IN THESE DOCUMENTS WHETHER OR NOT SHOWN AS DETAILS ON
THE DRAWINGS. ALL ITEMS NOT SPECIFICALLY MENTIONED IN THE
PRADO PL
--" : x' K z
F. ., V �_ x x n:.
Roof Mouint" Systenni -For
GREGG FREEMAN
37648 PRADO PLACE
ZEPHYRHILLS, FLORIDA 33542
DOCUMENTS OR NOTED ON THE DRAWINGS, BUT WHICH ARE
NECESSARY TO MAKE A COMPLETE WORKING INSTALLATION, SHALL BE
INCLUDED.
6. DIMENSIONS — NO WORK SHALL BE EXECUTED FROM DIMENSIONS
OBTAINED BY SCALING ANY DRAWINGS. EXACT DIMENSIONS, WHERE
NEEDED, SHALL BE OBTAINED FROM ACTUAL FIGURES ON THE
ARCHITECTURAL DRAWINGS AND SHALL BE SUPPLEMENTED BY
VERIFICATION OF MEASUREMENTS AT THE SITE. THE CONTRACTOR
SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND FIELD CONDITIONS
BEFORE STARTING WORK AND SHALL NOTIFY THE ARCHITECT OR
OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. IF NO
DISCREPANCIES ARE BROUGHT TO THEIR ATTENTION, THE
CONTRACTOR ASSUMES FULL RESPONSIBILITY.
This item has
Richard Primal, F
Printed copies
signed and .&
peen digitally signed and sealed by p
E. on the date adjacent to the seed.,Y' e
)f this document are not considered r, a
i and the signature must be verified
on any electronic copies ad N
z
0 � a
� r3C
Reviewed and a
Raffiard Panne
F",tpense No.
V9 (jj 0If
U O
fr Z
r Q
w, 2 11
o �
O_�
Q
(D CO T
Uj "t a-
(� CO N
SCALE: AS NOTED
DRAWN: ILLUhJ
CHECKED: AVF
DATE: 09-08-202
REVISIONS:
AB 09/10
DRAWING TITLE:
DRAWING NO.
X
f
(STEM: FLUSH —MOUNT SYSTEM
4TERIALS: ALUMINUM WTH, STAINLESS HARDWARE
ASHNG VALIDATION: ICC—ES AC286/UL441 RAIN TEST FOR ROOF
AZING
ROUNDING/BONDING CERTIFICATION: UL2703 CERTIFIED — SEE
STALLATION
DDULES FOR OFFICIAL MODULES APPROVALS
RfENTATION: LANDSCAPE AND PORTRAIT
LT ANGLE: FLUSH TO ROOF
)OF PITCH: 0-90 DEGREES
-CHANICAL LOAD CERTIFICATION: UL2703 CERTIFIED — SEE
STALLATION
ODULES FOR OFFICIAL MODULES APPROVALS
)JUSTABILITY: I" VERTICAL RANGE, 3.5" UP/DOWNHILL, UNLIMITED
DE TO
BE WARRANTY: 15 YEARS
FTACHMENT: ATTACH TO RAFTER WITH LAG SCREW FIRE RESISTANCE
kUDATION: UL2703/1703 CERTIFIED, CLASS A, TYPE I AND 2
3DULES
'E HIFsGHF OF -!HE S—'RUICTURt 'A"LLu.
�CFREAS'E THE -�El� H' CF THE H'00,AE
E MAIN SERVICE PANEL
AC DISCONECT
ELECTRIC METER LOCATION
COMBINER BOX
JUNCTION BOX
GENERATION METER
ELECTRIC METER LOCATION
INVERTER
LOW SLOPE MOUNT
MID CLAMP
GROUND
SOLAR SIMPLE GRIP
Pt: 10 PANELS ON AZIMUTH 270 DEGREES, TILT 12 DEGREES
P2: 24 PANELS ON AZIMUTH 90 DEGREES, TILT 12 DEGREES
SOLAR MODULE
FRONT OF HOUSE
E:l
g, .................
mm
ARRAY SKIRT (TYP.)
This tam has been digitally signed and sealed.z",
Richard ParitA, RE, on die date adjacent to
Printed copies of
end
document are not considered
signed and sealed the signature must be verified
an any electronic
;OFASTEN ROCK -IT
MP1
1,20"--, Mo 'M
EXISTING KNEE WALL
TO FRAMING
' ® ° a ® ° ECOFASTEN ROCK -IT
ROOF SHEATHNG
+ a
a.15"
CHNICAL RACKING SPECIFICATIONS - ECOFASTEN ROCK -IT
This item has been digitally signed and sealed by
p
Richard Pantel, P.E. on the date adjacent to the seal.
o
`a
Printed depi.s of this document a. not considered
T
signed and sealed and the signature must be verified
on any electronic copies
m ro r
z
>
z i
�n z o
MP2
_
ECOFASTEN ROCK -IT MOUNT
//"
SOLAR MODULEa0yPa�,?'An``ro`
Npa aa®earaya
EXISTING 2X6 @ 24" O.C. RAFTERS
ARRAY SKIRT
C SF°•:r5
SHEATHED WITH i/2" EXT, PLY. 1 LAYER
5/16" LAG BOLT
afica'°
*t ;*
sz22
COMPOSITE SHINGLE
v"` INTO RAFTER
EXISTING KNEE WALL
TO FRAMING
Revjexwed and approved _
7 E, .q i%%
, . .
RfAKF 9censa N Panfe(PE
Nc.73722t
SCALE NONE
Lry
LL CO
<
0
0
�,y
f LLl C) - j
<ay/ 1:
MODULE" SPEC&LLL
HANWHA Q.PEAK DUO BLK-G6+ 340
0 I- >"
WEIGHT = 43.87 LBS.
= AREA = 68.50" s 40.55' NOMINAL (19.29 SQ.FT.)
6=�.
LIJ
- MODULE = 43.87 LBS. OVER 19.29 SQ.FT. - 2.3 # SQ.FT.
'WIDTH MATH
V
(0 LLJ
_ FOOT SPACING IS 48" O.C. ACROSS PANEL 2 ROWS PER MODULE.
TYPICAL LAYOUT PROVIDES AN AVERAGE OF 1.6 FEET PER MODULE.
MODULE WEIGHT DISTRIBUTED PER MOUNTING FOOT =
_ 43.87 LBS. / 1.6 FEET = 27.41875 LBS. / MTG. FOOT.
(D
`
FRAMING
ANALYSIS
„Yf SCALE: A5
- een:ne�t DRAWN:
THE STRUCTURE FOR THE BUILDING HAS BEEN EVALUATED FOR THE ADDITIONAL LOAD OF SOLAR PANELS TO BE INSTALLED CHECKED:
AND WAS FOUND TO BE ACCEPTABLE. THE ROOF FRAMING WAS FOUND TO BE CONSTRUCTED OF THE FOLLOWING: DATE: 09—OE
sao RAFTERS 2X6 @ 24" ON CENTER WITH 1/2" PLYWOOD SHEATHING AND ASPHALT SHINGLES REVISIONS:
THE ADDITIONAL SOLAR PANEL LOAD TO THE BUILDING'S ROOF HAS BEEN CALCULATED BELOW. AS 69/
THE NEW SUPERIMPOSED LOAD IS UNDER THE RECOMMENDED MAXIMUM VALUE OF 4 LBS. PER SQ. FOOT, THUS MAKING THE
TERIALS
RACKING COMPONENTS: ALUMINUM, STAINLESS HARDWARE, DARK
BRONZE ANODIZED UPPER SURFACE, MILL FINISH LOWER SURFACES
FLASHINGS: ALUMINUM, BLACK POWDER COATED FINISH
OONDING/BONDING VALIDATION
UL2703 - SEE INSTALLATION MANUAL FOR SPECIFIC MODULE APPROVALS
E RESISTANCE VALIDATION
UL2703 - CLASS A, TYPE 1 AND TYPE 2 MODULES
CHAMCAL LOAD VALIDATION
UL2703 - SEE INSTALLATION MANUAL FOR SPECIFIC MODULE APPROVALS
LASHING VALIDATION
iCC-ES AC286/UL441 RAIN TEST FOR ROOF FLASHING
JUSTABILITY
1" VERTICAL RANGE, 3.5" NORTH/SOUTH RANGE,
CONNECT ANYWHERE IN EAST/WEST DIRECTION
RRANTY
15 YEARS
E
ROOF CAPABLE OF SUPPORTING THE ADDITIONAL LOAD.
LOAD TABULATION WAS EVALUATED AS FOLLOWS:
73 MOUNTING POINTS WITH A POINT LOAD OF 21 LBS.
PER LAG PIN
PANEL COUNT X WEIGHT PER PANEL = TOTAL WEIGHT
34 X 42.53 = 1446.08
STRUIC"T"URAL UPGRADES,
PANEL COUNT X AREA PER PANEL = TOTAL AREA
NONE
DRAWING TITLE:
34 X 18.70 = 635.84
aaa_
TOTAL WEIGHT / TOTAL AREA = LBS. PER SQ. FOOT
1375.68 / 635,84 = 72.78
jys ; ION
DRAWING NO.
0 PST
137 MPH CAT2
MOUNTING BRACKET SPACING MAY VARY FROM 20' -
SPECIFICATIONS AND INSTALLATION REQUIREMENTS.
-
ram-
y
48" O.C. CONTRACTOR TO VERIFY PANEL MANUFACTURER'S
FOOT SPACING SHALL BE MAX. 4'-0' O.C.
AVF
1"
(GAL'
LE
:s r
r
Lai
ELECTRICAL SUMMARY
EXISTING
MAIN SERME PANEL
120/240V
This Item has been digftattq signed and seated by
Richard Pantet, P.E. on the date adjacent to the seal. '..
Printed mpies of this document are not considered
signed and sealed and the signature must be verified
an zny elsde-ic copies.
E` -" . R I. A . 0 E ..r
1. CONDUIT MATERIAL VARIES BY PROJECT, WHEN LOCATED WITHIN ONE MILE OF SEA WATER
SCHEDULE 40 PVC CONDUIT USED.
2. ALL INVERTERS AND MODULES ARE LOCATED ON ROOF MOUNTED ATTACHMENT SYSTEM.
1 CONDUCTORS ARE COPPER UNLESS OTHERWISE NOTED
4, CONFIRM LINE SIDE VOLTAGE AT ELECTRIC UTILITY SERVICE ENTRANCE BEFORE CONNECTING
INVERTER AND ENURE PROPER OPERATIONAL RANGE.
5. INTERCONNECTION TO UTILITY AND SYSTEM GROUNDING PER STATE'S NEC CODES.
6. ALL OUTDOOR EQUIPMENT SHALL BE MINIMUM OF NEMA-3R RATED.
7, PV CIRCUITS ONLY, NO OTHER LOADS SHALL BE APPLIED TO THIS PANEL OTHER THEN PC
COMPONENTS AS PER NEC ARTICLE 690.
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This item has been digitally signed and sealed by
R chard Pentei, P E en the date ad}'aaent to the seal.
�j Prfn cppies t this me t are of eyed
In#egratedarc#aulTK � s �4WL 5 �itled
2014, NEC 2017 and NEC 2020 per article 6011V KPWAOP1as,
/Single Phase Inverter I vTechnology
SE300OH-US / SE3 0OH-US / SE500OH-US / SE600OH-US/
SE760OH-US/SE10000H-US/SE1140OH-US
OUTPUT.
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—soy i,zaclh- to tra —do', ;raire
to bridge 'Pre gaps betvaeen modules.
.he sleek blade Skirt installs fFrst and acts
es an alignment guide for tare entire an. -ay,
The Skirt End Cap does double duty as a
skirt coupliieg dev - anti ae aesthet,-hy-
p;ea—g pfoishing much.
Featuring integrated bonding pins, the Rockl[
Mount connects to the Sicle and can easily be
posi tior.ed Ent Oast !nsczlla t'.r. Features Bop-
dowo evelwl;,
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y
hr r
tr rsoldfl lond, d (i's
,ts�
(Module Level Power Electronics) it, the
i- I Fame it ,ehc:tclip,
ALL SIGNAGE SHALL COMPLY WITH NEC 2017
TOTHE'OFF'POSITION
TO SHUT DOWN CONDUCTORS
OUTSIDE THE ARRAY
CONDUCTORS WITHIN
THE ARRAY REMN
ENERGIZED IN SUNLIGHT
OF HO�JSE
NEC 690,17 (E)
"IS , P, "LACED OP THE AI, E1,S,T0141'cCT
U SE -(ACFL1 -5,N
NEC 690.31 (G3) TKIF M1 PIE PLACE) O' -Mv CONDUIT,
This item has, been difpUAly signed and Imsd by
Richard Pantel, P,E, on the date adjacent to the seal.
Printed copies of this document are not considered
sigMN jafteyAe signature must be verified
electronic copies.
RESPONSIBLE
PERSON.
CREW
LEADER
EMERGENCY
ConftsaIm Flw— System
916 NJW, F—I.Id, W 07M
Ph.-.(732) 431-22M
SAFETY PLANS ISM BE SMIED BEFORE
JOB STARTS AS PART OF THE PREPLAN
KEY PLAN
np
PERMANrNTANCHOR
TEMPORARY AN
INSTALLER LADDER
SKYUGHT
-ADDF11 ACCESS
CD110
STEEP GRADE OR GROUND
LEVEL OBSTRUCTIONS
oESTRICTED AREA
.DIII
NOTES
FALL SY8"(EMYflNtE9N ROOF, FXGPTWi1EH
0VTMMAT
IF IUT6UFPNID N�WI`NGS
EXAMPLE HOUSE SHOWN
3UILD{NG CODES FBC-2020
NEC-2017
BUILDING USE:
EXISTING: R— RESIDENTIAL
CONST, CLASS 5-13 UNPROTECTED
DATA-
32 — JA SOLAR JAM60S21-365MR
7C INPUT RATED POWER — DC SYSTEM RATING
RATED POWER PER MODULE) x (# OF MODULES) = DC SYSTEM SIZE
365W}x(32}= 11680W
1 — SE760OH—USRGM
DVERCURRENT PROTECTION CALCULATION
(MAX OUTPUT CURRENT PER INVERTER x # OF INVERTERS) x 1.25 =
(OVERCURRENT PROTECTION MINIMUM SIZE) A
32Ax1 }x(125)= 40A
—PER NEC 690.8
—EXISTING HOUSE VOLTAGE IS 240V
3US BAR RATING
200 AMP
NTERCONN£CTION METHOD
GRID INTERACTIVE
)CPO MEASURES
40 AMP
ROOF STRUCTURE
RAFTERS 2X6 0 24'
STRUCTURAL UPGRADES
NONE
ROOF DETAIL
GOOD CONDITION
STRINGING
1 STRING OF 16
t STRING OF 16
RACKING — ECOFASTEN ROCK —IT
TILT & AZIMUTH
API: 9 PANELS ON AZIMUTH 270 DEGREES, TILT 12 DEGREES
AP2: 22 PANELS ON AZIMUTH 90 DEGREES, TILT 12 DEGREES
%" l's , .
;ROUND SNOW FROM ASCE 7-16 0 PSF
MND LOAD FROM ASCE 7-16 137 MPH CATS
SOLAR ARRAY 4.0 PSF MAX
AS NOTED IN THE STRUCTURAL PAGE
.. ._ . ..,..
. PV SYSTEM IS TO BE MOUNTED ON EXISTING ROOF STRUCTURE
CONTRACTOR SHALL OBTAIN ALL
BUILDING AND ELECTRICAL PERMIT ONCE THE PLANS ARE APPROVED
FOR CONSTRUCTION. CONTRACTOR SHALL
PRESENT PROOF OF INSURANCE, PROOF OF CONTRACTING LICENSE,
AND SHALL SUBMIT A CHECK IN EXCHANGE FOR THE NECESSARY
PERMITS, ALL FEEDS SHALL BE REIMBURSED AS PER CONTRACT.
THIS PV SYSTEM INSTALLATION IS SUBJECT TO INSPECTION BY THE
BUILDING OFFICIALS, CONTRACTOR AND OWNERS,
OWNER'S REPRESENTATIVES AND MULTIPLE OTHER STAKEHOLDERS
THIS PROJECT SHALL CONFORM TO ALL STATES CODES.
5. DRAWINGS — THE DRAWINGS ARE INTENDED TO SHOW THE GENERAL
ARRANGEMENT AND THE EXTENT OF THE WORK TO BE DONE,
HOWEVER, THE EXACT LOCATION AND ARRANGEMENT OF ALL
COMPONENTS SHALL BE DETERMINED AS WORK PROGRESSES.
BECAUSE OF THE SMALL SCALE USED FOR THE DRAWINGS, ALL
REQUIRED OFFSETS, MODIFICATIONS, ETC. AS MAY BE REQUIRED TO
CLEAR STRUCTURAL WORK, WORK OF OTHER CONTRACTORS, OR
OTHER OBSTRUCTIONS, MAY NOT BE SHOWN. THE CONTRACTOR
HOWEVER. SHALL PROVIDE ALL NECESSARY OFFSETS, MODIFICATIONS,
ETC. AS REQUIRED TO COMPLETE THE INSTALLATION AT NO
ADDITIONAL COST. THE CONTRACTOR SHALL BE RESPONSIBLE TO
INSTALL ALL ITEMS, ACCESSORIES, AUXILIARY SYSTEMS, ETC. CALLED
FOR IN THESE DOCUMENTS WHETHER OR NOT SHOWN AS DETAILS ON
THE DRAWINGS. ALL ITEMS NOT SPECIFICALLY MENTIONED IN THE
PRADO PL
r EG FREEMAN
37648 O PLACE
ZEPHYRHILLS, FLORIDA _I
DOCUMENTS OR NOTED ON THE DRAWINGS, BUT WHICH ARE
NECESSARY TO MAKE A COMPLETE WORKING INSTALLATION, SHALL BE
INCLUDED.
6. DIMENSIONS — NO WORK SHALL BE EXECUTED FROM DIMENSIONS
OBTAINED BY SCALING ANY DRAWINGS. EXACT DIMENSIONS, WHERE
NEEDED, SHALL BE OBTAINED FROM ACTUAL FIGURES ON THE
ARCHITECTURAL DRAWINGS AND SHALL BE SUPPLEMENTED BY
VERIFICATION OF MEASUREMENTS AT THE SITE. THE CONTRACTOR
SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND FIELD CONDITIONS
BEFORE STARTING WORK AND SHALL NOTIFY THE ARCHITECT OR
OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. IF NO
DISCREPANCIES ARE BROUGHT TO THEIR ATTENTION, THE
CONTRACTOR ASSUMES FULL RESPONSIBILITY.
Th s -tam peen digitally s fined and saaled by
Richard Pantei E. on the date adjacent 4o the seal
Printed copies Gf this do—eeM are not .,.led
signed and se aril the signature mtrsf be venfled
on any electronic copies
,t.i4fE OF °
OR l d,°r.° G
Reviewed and approv
F�and Parcel, RE, '
csnsa No. 7322'�
nw�,w"�6L
CHECKED: AVVF
DATE: 09 08-202
REVISIONS:
_r 'A N G L
RAWING TITLE:
Al; cevm au
- _
AG'
a2 R63F PLOH tdOffS k p'ciASl5
ar smucnrnx rcurmwam�
DRAWING N0.
�: escnacu, ievoauenoa
ft ''r
Ex: saes sectsa
&
ES SGEC aHfETS
"x
E+: suEn vas s uaa.s
'A C K
(STEM: FLUSH MOUNT SYSTEM
ATERIALS: ALUMINUM WITH STAINLESS HARDWARE
-ASHING VALIDATION: ICC-ES AC286/UL441 RAIN TEST FOR ROOF
.ASHING
ROUNDING/BONDING CERTIFICATION: UL2703 CERTIFIED - SEE
STALLATION
DDULES FOR OFFICIAL MODULES APPROVALS
RIENTATION: LANDSCAPE AND PORTRAIT
LTANGLE: FLUSH TO ROOF
)OF PITCH: 0-90 DEGREES
_CHANICAL LOAD CERTIFICATION: UL2703 CERTIFIED - SEE
STALLATION
DDULES FOR OFFICIAL MODULES APPROVALS
)JUSTABILITY: I" VERTICAL RANGE, 3.5' UP/DOWNHILL, UNLIMITED
DE TO
DE WARRANTY: 15 YEARS
rTACHMENT: ATTACH TO RAFTER WITH LAC SCREW FIRE RESISTANCE
%LIDATION: UL2703/1703 CERTIFIED, CLASS A, TYPE 1 AND 2
DDULES
-iV HEIGH ' T OF DIE- Sl RUCTU I ZE VAL I, N'O I
CkEASE T'HE , E I _� I ,,, I G H T_ �' F T
MAIN SERVICE PANEL
AC DISCONECT
ELECTRIC METER LOCATION
COMBINER BOX
JUNCTION BOX
GENERATION METER
ELECTRIC METER LOCATION
INVERTER
i LOW SLOPE MOUNT
MID CLAMP
GROUND
SOLAR SIMPLE GRIP
Pi: 9 PANELS ON AZIMUTH 270 DEGREES, TILT 12 DEGREES
P2: 22 PANELS ON AZIMUTH 90 DEGREES, TILT 12 DEGREES
SOLAR MODULE
FRONT OF HOUSE
This f— has been digitally signed and eseled by
Richard Parboil, P.E.- lb, dale adjacent to the sea.
Parted copies of tNa d--t are not considered
signed and -.led ..d the signature must be verified
on any etec"no copies.
w
EXISTING KNEE
TO FIR
'OFASTEN ROCK -IT
. . . . . . ECOFASTEN ROCK -IT
Job L
CHNICAL RACKING SPECIFICATIONS — ECOFASTEN ROCK —IT
This item has been digitally sired and sealed by
Richard Partial, P.E. an the date adjacent to the seal.
Printed depires, of this document are not considered
signed and sealed and the signature must be verified
on any .1.1toodis cmpo..
EXISTING 2X6 @ 24" O.C. RAFTERS
SHEATHED WITH 1/2' EXT, PLY, 1 LAYER
COMPOSITE SHINGLE
S"E' 2
SCALE: NOW
MK)DU LE SPECS:
MP2
:COFASTEN ROCK —IT MOUNT
50k.AR MODULE ARRAY
SKIRT
/" - LAG BOLT
INTO
RAFTER
3TING KNEE WALL
FRAMING
JA SOLAR JAM6OS21-365MR
WEIGH T 45.19 LBS.
AREA = 9.65' 4142' NOMINAL (19-87 SOYT.)
MODULE = 45.19 LBS, OVER 19.87 SQ.FE = 2.27 #/SO.FT.
FOOT SPACING IS 48' O.C. ACROSS PANEL MOTH MTH 2 ROWS PER MODULE.
TYPICAL LAYOUT PROVIDES AN AVERAGE OF 1.6 FEET PER MODULE.
MODULE WEIGHT DISTRIBUTED PER MOUNTING FOOT
45.19 LBS. / 1,6 FEET = 28.24 LBS. / MTG. FOOT.
R,,,,,v,l and 11""' -4 Ward Rental, P.E.
FM Insaids No 73222t
U-) LLJ ry
>--- c) 0
< LL
Ui
_j Uj 0
t"3 UJ 0-1
0
U-
ILL < ry
0 CL >_
(D 00 7
LjJ �t CL
W
0 (y)
��ALL:
FRAWNG ANALYSIS DRAWN:
yi�', _
THE STRUCTURE FOR THE BUILDING HAS BEEN EVALUATED FOR THE ADDITIONAL LOAD OF SOLAR PANELS TO BE INSTALLED CHECKED:
t AND WAS FOUND TO BE ACCEPTABLE. THE ROOF FRAMING WAS FOUND TO BE CONSTRUCTED OF THE FOLLOWING: DATE: 0
RAFTERS 2X6 @ 24" ON CENTER WITH 1/2" PLYWOOD SHEATHING AND ASPHALT SHINGLES REVISIONS:
THE ADDITIONAL SOLAR PANEL LOAD TO THE BUILDING'S ROOF HAS BEEN CALCULATED BELOW.
THE NEW SUPERIMPOSED LOAD IS UNDER THE RECOMMENDED MAXIMUM VALUE OF 4 LBS. PER SQ. FOOT, THUS MAKING THE
TERIALS
RACKING COMPONENTS: ALUMINUM, STAINLESS HARDWARE, DARK
BRONZE ANODIZED UPPER SURFACE, MILL FINISH LOWER SURFACES
FLASHINGS: ALUMINUM, BLACK POWDER COATED FINISH
OUNDNG/BONDING VALIDATION
UL2703 — SEE INSTALLATION MANUAL FOR SPECIFIC MODULE APPROVALS
E RESISTANCE VALIDATION
UL2703 — CLASS A, TYPE I AND TYPE 2 MODULES
CHANICAL LOAD VALIDATION
UL2703 — SEE INSTALLATION MANUAL FOR SPECIFIC MODULE APPROVALS
kSHING VALIDATION
ICC—ES AC286/UL441 RAIN TEST FOR ROOF FLASHING
JUSTABILITY
1"' VERTICAL RANGE, 3.5- NORTH/SOUTH RANGE,
CONNECT ANYWHERE IN EAST/WEST DIRECTION
RRANTY
115 YEARS
AS NOTED
ROOF CAPABLE OF SUPPORTING THE ADDITIONAL LOAD. LOAD TABULATION WAS EVALUATED AS FOLLOWS:
73 MOUNTING POINTS WITH A POINT LOAD OF 21 LBS. PER LAG PIN
PANEL COUNT X WEIGHT PER PANEL = TOTAL WEIGHT STRUCTURAlt UPGRADES.
32 X 45.19 = 1446.08
PANEL COUNT X AREA PER PANEL = TOTAL AREA NONE DRAWING —TITLE
32 X 19.87 = 635.84
TOTAL WEIGHT / TOTAL AREA = LBS. PER SQ. FOOT
1375.68 / 635.84 = 72.78
0 PSF DRAWING NO,
137 MPH CAT2 A 06
MOUNTING BRACKET SPACING MAY VARY FROM 20" — 48" O.C. CONTRACTOR TO VERIFY PANEL MANUFACTURER'S
%
SPECIFICATIONS AND INSTALLATION REQUIREMENTS. FOOT SPACING SHALL BE MAX. 4'-0' O.C. k" ,
AVE
This item has been digitally signed and asahst by
Richard P hot. P.R. on the date adjacent to the seal.
Printed of this document are not considered
signed and ..laid and the cighe"line most be v.rffl.d
on any electronic copies.
SUMMARY
3) #6 AWG THWN-2
1) #6 AWG THWN GND 3) #6 AWG THWN-2
1' CONDUIT 1) #6 AWG THWN ONO
LENGTH 4' , 7 1* CONDUIT
EXISTING ELECTRIC
UTILITY METER
19
4) #10 AWG PV MRE
4) #10 AWG THWN-2
1) #6 AWG THWN ONO
1) #6 AWG THWN GIN
1" CONDUIT
I' CONDUIT
LENGTH 10' 1
LENGTH 4' 1
60A RATED
40 AMPS FUSED
MAIN
BREAKER
— 32A
DISCONNECT
200A
pfl
1�2�40V
Jo-J
ONO
A
m
U2
co
da
I
B
aD
N
C3
�w co
LT
r3
M
th
0ca
:L2q[:
40A/2P
v
. . . ..... ..... .
AC ISOLATION DEVICE
;_ -----------
-
EXISTING MAIN
0;y"Y SERVICE PANEL
LOAD SIDE CONNECTION
E-CIR-ICAL WcrrES
BACKFED BREAKER
1,
CONDUIT MATERIAL VARIES BY PROJECT, WHEN LOCATED WITHIN ONE MILE OF SEA WATER
120% RULE — NEC
SCHEDULE 40 PVC CONDUIT USED.
2.
ALL INVERTERS AND MODULES ARE LOCATED ON ROOF MOUNTED ATTACHMENT SYSTEM.
THE ABOVE PV SYSTEMS HAS BEEN DESIGNED TO MEET
THE REQUIREMENTS OF THE NEC 2017, AND THOSE SET
UTILITY FEED + SOLAR BACKFEED
3.
CONDUCTORS ARE COPPER UNLESS OTHERWISE NOTED
FOURTH BY THE FLORIDA SOLAR ENERGY CENTER
200A + 40A = 240A
4.
CONFIRM LINE SIDE VOLTAGE AT ELECTRIC UTILITY SERVICE ENTRANCE BEFORE CONNECTING
CERTIFICATION. INCLUDING MAXIMUM NUMBER OF MODULE
INVERTER AND ENURE PROPER OPERATIONAL RANGE,
STRINGS, MAXIMUM NUMBER OF MODULES PER STRING.,
MAXIMUM OUTPUT., MODULE MANUFACTURER AND MODEL
BUS RATING x 120%
5.
INTERCONNECTION TO UTILITY AND SYSTEM GROUNDING PER STATE'S NEC CODES.
NUMBER, INVERTER MANUFACTURER AND MODEL NUMBER.
200A x 120% = 240A
6.
ALL OUTDOOR EQUIPMENT SHALL BE MINIMUM OF NEMA-3R RATED,
WIRE LENGTH TO DISCONNECT OR FUSE BOX SHALL BE 10'
OR LESS,
7.
PV CIRCUITS ONLY, NO OTHER LOADS SHALL BE APPLIED TO THIS PANEL OTHER THEN PC
COMPONENTS AS PER NEC ARTICLE 690,
f"A", 4, ,",1 �,.
M
r% 1
W i4 A — e,4, Row- W_1.Y=
A, ill lot ft, 'I' hi bL—W
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Pyr;;s Hdfieyps loco Il'i" `*x fl*
LON01
This item has been digitally signed and sealed by
Richard Partel, P.E. on the date adjacent to Me seal,
f Integrated arc fault pliAivalrordlorg =0
solar =@@I 2014, NEC 2017 and NEC 2020 per article 690"I'VilA"50 .'d
/Single Phase Inverter with HD -Wave Technology
SE300OH-US SE380OH-US / SE500OH-US / SE600OH-US/
SE760OH-US SE1000OH-US / SE1140OH-US
OUTPUT
1 3&00 0 af,
a, 0 ID 214&v
ft"', AC P_ Outpi,
00 (D
mo,
-od
v00, @ 2��V
C
4C CtP,,1V1AzqE M 1j.,
AC O im I R g A ., -Ma,
,18? 208 - 229,
X, f'o,
GOMI
to,', 1,:,; Cm, j 0 P
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C","m
-------------- --
_7
- -- ------ --- ---
A
---- -- ----
----- --------- ------
-40 is In
I U L1741 SA certified, for CPUC Rule 27 grid compliance
[ING NO.
Module -to -Module
uptffli
B.-M& crp
Li"de P— t. 9-
8-di,4 OR trA.
d .PhA ,e f th�
'dprClarrp
,onDinG AssemBU� a nD BonDinG PaTH
bond Past?
I Grour4ing Lug
=m C� e,dft
wo-,
Rwk4t C—pb'?
RcKkA Mount
Integrated Bonding
,he ta ,Z Re t C,fll riv,
" aM;"", .e tI
b� 0t_, , i r,, i gap, bek.-,n
'he sleek b �k �,ki°, insta —d art,-
-, ,,,,—, t,,, d, f, no,
Sk:,t Fld "P doe, d—b;e duly P,
tamp.
p — ''g 1W,hing t.,O,
Mount I" _,o— to tb,, S;ide and--d" he
posit:,r c, c
'eat!"' t"P
Iva i.able
Sd. .loans —1:n r „,,poei t-
1g, 6d —t,
�J
A�11-h,, -d f.:Iy b-13, r,-A L P E
�M-'IUP- POINPf ' -tf—CSi to The
hc, t
FRONT (DF HO'LiSE
ALL SIGNACE SHALL COMPLY WITH NEC 2017
TO THE'OFF POSITION
P
TO SHUT DOWN CONDUCTORS
ARRAY
WITHIN
0 M I 'L
UTSIDE THE ARRAY
CONDUCTORS WITHIN
THE ARRAY REMAIN
ENERGIZED IN SUNLIGHT
NEC 110A1 (E)
ff""! 6- 'Nfi"Nt ON T1,E A'
-1,11S 14111-1 BE 1111"I'Ll", "', P11F .11, C-
NEC 69031 (W) 1-iS ML BE " XED Sind Ti't' Coiy)lrl
This item has been digitally Signed and sealed by
Richard Pantal, P.E. on the date adjacent to the sort.
Printed daces of this document am not considered
"ig&*N fiftoWhe signature Must be verfied
electronic copies.
RESPONSIBLE
PERSON.
CREW
LEADER.
EMERGENCY
Canod.82"I's Kest— Syeta"a
916 WILM, Rsesholil, NJ OTM
Ph.—CM)4314264
SAFETY PLANS MUST Or SHONED BEFORE
JOB STARTS AS PAW Of THE PRE-PLU
lJ
PERMANENTANCHOR
TEMPORARY ANCHOR
INSTALLER LADDER
SKYLIGHT
LADDER ACCESS
CDNO
STEEP GRADE OR GROUND
LEVEL OBSTRUCTIONS
RESTRICMDAREA
CONDUIT
NOTES
C-10-F
EXAVIPLE HOUSE SHOWN KI-11-VIZ, -A-1-1
R oofTM Structural Analysis Software
'64 1 El I Ift 0117, MIII
Project: Gregg Freeman; Location: 37648 Prado Pl, Zephyrhills, FL
33542
PE Project Number: 9675.6500, Rev. 0
Prepared for:
VISIONSOLAR
Vision Solar
511 Route 168 - Blackwood, NJ 08021
VS Project 6500
9SEEKS MO
TectoniCorp, P.C.
11\1""Igg Princeton Engineering
Solar, Sfructural, Electrical and Site Engineering
35091 Paxson Road -loured Hill, Virginia 20141
tel: 540.313,5317 -fax: 877.455.5641 - www,Princeton-Engineering.cors
D
•N,
This Item has been digitally signed and sealed by••••
C
C '** 4
Rlchcrd Pantel P. E. on the date adjacent to the seal.
X,
PI-In/ed copies of this document are not consIdered
3222
3222
Y
signed and sealed and the signature must be verified
iOR
on any electronic copies.F
0'. T T 0
E F
OF
0 R
Digitally signed by Richard Pantel .. I--
DN- o=TECTONICerr. PC, RiChard I Pantel, P, E,
Pantel dn6ualifier=AO1410DO0000178DODC
BFC00007095, cn=Richard Pantel FL License No, P, E 732
Date: 2021.08.11 09:33:08 -04'00' 1
I
w*rrqjMMh-E=
Wind Loading:
mph ASGE 7-16, Figure 26.5-1 A,
Lear wind MR�j
calculated at height z [ASDI
Snow Loading
---- --------- -
oof surface
Deck Material
Module Data
JA Solar: JAM60S21-365/MR
�Wmm
1w. N.M. MII
;Bolt Pullout Per Module Connection
0,11111NOMN
'_S_afetXf actor
Pull-out for 5/16 dia bolts
Min threaded Inches embedment providEid—
'Min Lag Bolt length to use
Loading Summary R iRoofTM Copyright @ 2020 Richard Pantel. All Rights Reserved. 2 of 9
?�—Fjnceton Engineering was askFe7# to r Mel- i retg Preeman, M (0, 11VV61I 10-1
by Vision Solar, to determine its suitability to support a PV solar system installation.
The referenced building's roof structure has been field measured by Vision Solar on 07/18/2021. The framing
calculations we prepared reflect the results of those field measurements combined with the PV solar module
locations shown on the construction PV solar roof layout design prepared by Vision Solar. Loads are calculated to
combine the existing building and environmental loads with the proposed new PV array loads.
NMI
placed as snown on Ine plans prepared by-Tision &Ufar_�_ Uae te Tasteneu LO L11U 1UU1 It
-10
using lag bolt sizes as indicated in this report. Rack support spacing shall be no more than shown on each
I
calcluation. Note that support points for alternating rows shall share the same rafter. Intermediate rows shall
move the support points to laterally the next rafter. 11
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Bracket to Roof Framing Lag Bolts
US Douglas -fir rafters have a bolt pullout strength of 283 Ila / inch of thread using the 5/16" di&
fasteners. In order to maintain at least a 2X Safety Factor for pullout, 1.5 inches of THREAD embedment are
required. Use a 3.50" x 5/16" stainless lag bolt, or larger, in order to achieve the above specified embedment
into each joist at each rail support point. Predrill with a 0.16" dia pilot hole.
Notes: (1) it threads must be embedded in the side grain of a rafter or other structural member integral with the
building structure. (2) Lag bolts must be located in the middle third of the structural member. (3) Install lag bolts
with head and washer flush to surface (no gap). Do not over -torque.
References and Codes:
1) ASCE 7-16 Minimum Design Loads for Buildings and Other Structures
2) IBC 2018
3) FBC 2020
4) American Wood Council, NDS 2005,Table 11.2A, 11.3.2A.
5) American Wood Council, Wood Structural Design, 1992, Figure 6.
Loading Summary R i Roof TM Co#yright @ 2020 Richard Pantel. All Rights Reserved. 3 of-9
Roof Structural Calculations for PV Solar Installation
Location: MPI
Member: Rafter - Total Length 13.25 ft, Unsupported 13.25
ME57M
Roof Data
Angle of plane of roof from horizontal, in degrees
001
Width of Bu�lding, in feet
Height of Building, in feetjrneters�.
Roof Wind Zone Width
Wind -Velocity--P-r-e-ssure, q z evaluated at the height
Basic wind pressure
Framing Data
,Wood source, moisture content
• •r•
f�
Rafter / Truss Oi.
'Member Total Length
�1 Member Properties
I ilk? M I I I 1M. & MA OTM
Module Data
4 Stanchions
Deald Lo a a- Summary
Framing Member
Existing #jjj
�PV Module + Stanchion
'Module Orientation
,-s rafters
support point
WONISA - - - IMIN
IMM 11 ma- SOON IM a, a
Rafter segment to calc
Deflection Ratio
of mod's / Rafter
069 1 NA I M- rem 111 M 19•
Iflom
Array AR-1 iRoofTM Copyright @ 2020 Richard Pantel. All Rights Reserved. 4 of 9
UW
ASCE 7-16 Chapter 2 Combinations of Loads, Table 2.4,
Page 8 (in
psf)
i2.2 SYMBOLS AND NOTATION
I
OMMMEN"y k"OrSWUNUM
0
'W = wind load
2.4.1 Basic Combinations. Loads listed herein shall be considered to act in the following combinations; whichever
produces the most unfavorable effect in the building, foundation, or structural member being considered. Effects of
one or more loads not acting shall b e considered.
Combination Formulae
Use this loading combination for DOWNWARD:
5D - 0.6W
M
'Support point loading
liCr Factored Support point loading
Use this loading combination for UPWARD:
70.6D + 0.6W
D01141134ARD
Presume Lovt4Gr gulrectly over ifteiibeL
Combined Dead and Wind Pressure Downward Loading
R•
-
Module
PV
Point
Rotated
Module
Le
Loading
90
Ro w
Degrees
Array AR-1 iRoofTM Copyright @ 2020 Richard Pantel. All Rights Reserved. 5 of t,
Analysis for PV impacted areas
Sum Downward Loading Conditions: PV; Beam DL; Exposed Roof
Environmental Load
Parame ter
Percent Max Delta
Array AR-1 iRoofTM Copyright @ 2020 Richard Pantel, All Rights Reserved. 6 of 9
Roof Structural Calculations for PV Solar Installation
Location: MP2
Member: Rafter - Total Length 13.92 ft, Unsupported 13.92 ft
Roof Data
0 Wjj�;
Angle of plane of roof from horizontal, in de—g—rees
ON "1110
Width of Building, in e�et (meters).
1MiHeigN
of Building, �� eet
Roof Wind Zone Width
Wnd Velocity Pressure, q, evaluated at the height z
asic wind pressure
•
Framing Da ta
Mood source, moisture content
' Rafter / Truss OC
10
Member Properties
W1 1! 111
W1 1! 111
Frarning Member
-
Existing Roof
Module + Stanchion
11 Module Orientation
Across rafters
Area / support point
Deflection Ratio
of mod's / Rafter
Collar ti;'OC spa
•
Array AR-2 i Roof Tff' Copgwright @ 2020 Richard Pantel. All Rights Reserved. 7 of 9
NOW *M-
LIP] 01 a I I Is 3110 2111 RON I It I 110 =1 111 Q AQ X
I E 7- 6 Chapter 2 Combinations of Loads, Table 2.4,
Pa e 8 (in
p sf)
—
i2.2 SYMBOLS AND NOTATION
!D = dead load of PV Module + Stanchion
--k—ominzil-Loads Using Allowable Stress DesWp
2.4 Combining _Cin pso
2 . 4.1 Basic Combinations. Loads listed herein shall be considered to act in the following combinations; whichever
produces the most unfavorable effect in the building, foundation, or structural member being considered. Effects of
one or more loads not act!!��all be considered.
Combination Formulae
Use this loading combination for DOWNWARD:
,.Support p int loading
916VITI Z ViTI-Al 1-1
Combined Dead and Wind Pressure Downward Loading
00"0
�Module
PV
Module
I I loc's from;
I
I
Point
•
ot ated
i
I Left
Loading
go
Row
support
Array AR-2 iRoof TM Copyright @ 2020 Richard Pantel. 1ll Rights Reserved. 8 of 9
• rXMF,acted areas
Sum Downward Loading Conditions: PV; Beam DL; Exposed Roof
Environmental Load
Parameter
Percent Max Delta
Z
13
Framing section with max stress: Rafter span
Array AR-2 iRoof TM Co
. ........ .
ViStONSOLAR
Please review the attached revisions to the plans originally submitted under the
approved permit number ELCMISC-002775-2021 for the address of 37648 Prado Place. Pla
now I
shoa panel layout change, line side tapke , and 150A main brear to match the install o
site.
w
I I F I I M I Mi I! I I I MIR III 1 111! 11 l!i I I I I I I I ii I 1 11
�
Olivia Lippincott
Inspections Coordinator I Vision Solar