HomeMy WebLinkAbout19-21646 \ CITY OF ZEPHYRHILLS
5335-8th Street
(813)780-0020 21646
ELECTRICAL PERMIT
PERMIT INFORMATION - LOCATION INFORMATION
Permit#:21646 Issued: 8/28/2019 Address: 4809 20TH ST
Permit Type: ELECTRICAL MISC ZEPHYRHILLS, FL.
Class of Work: ELECTRICAL MISC Township: Range:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Sq. Feet: Est. Value: Book: Page:
Cost: 27,000.00 Total Fees: 262.50 Subdivision: MOORES FIRST ADDITION
Amount Paid: 262.50 Date Paid: 8/28/2019 Parcel Number: 14-26-21-0010-02500-0010
CONTRACTOR INFORMATION OWNER INFORMATION
Name: 3 D SOLAR LLC Name: MOBLEY, BRADLEY& DESIREE
Addr: 11435 CHALLENGER AVE Address: 4809 20TH ST
ODESSA, FL 33556 ZEPHYRHILLS, FL 33542
Phone: (727)868-0110 Lic: Phone: 813-928-1776
Work Desc: INSTALLATION ROOFTOP SOLAR PHOTOVOLTAIC SYSTEM
APPLICATION FEES
ELECTRICAL FEE 262.50
INSPECTIONS REQUIRED
ROUGH ELECTRIC
CONSTRUCTION POLE
PRE-METER
FINAL
v/
REINSPECTION FEES:(c)With respect to Reinspection fees will co ' h Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of th, ee imposed for the initial inspection or
first reinspection,whichever is greater,for each suc 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 permits required from other governmental
entities such as water management, state agencies or federal agencies.
"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 lender or an attorney
before recording your notice of commencement."
Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City
Codes and Ordinances.
;�7
CONTRACTOR PER OFFI
PERMIT EXPIRES'IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: 3 So l,r, -r, G L C
Date Received: ;7 ) 0/
Site: / gool �OIA Y-�
Permit Type: s��� � ti 1 J n o)VV 0 OC4P
7 , )qov
Approved w/no comments:❑ Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet s 11 be kept with the permit and/or plans.
AUG 1.2 2019
Building Official Date Contractor and/or Homeowner
`'}V)n (Required when comments are present)
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received Phone Contact for Permitting R 8 - 0110 x 104
Owner's Name Bradley Mobley Owner Phone Number 813 928-1776
Owner's Address 4809 loth Street,Ze h rhllls, FL 33542 Owner Phone Number
Fee Simple Titleholder Name F Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 4809 20th Street,Ze h rhills,FL 33542 LOT#
SUBDIVISION Moores First Addition PARCELto# 14-26-21-0010-02500-0010
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR e ADD/ALT = SIGN = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR 0 COMM = OTHER I Solar Danels
TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL =
DESCRIPTION OF WORK Solar install(photovoltaic-rooftop), 11.7 kW,39 panels
BUILDING SIZE SQ FOOTAGE= HEIGHT
=BUILDING $ VALUATION OF TOTAL CONSTRUCTION $27,000.00
OELECTRICAL $ 27,000.00 AMP SERVICE = PROGRESS ENERGY = W.R.E.C.
=PLUMBING $
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING 0 SPECIALTY = OTHER 6666
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN I Y/N
Address J License#
ELECTRICIAN r I COMPANY 3D SOlar LLC
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address 113266 Byrd Drive#1071,Odessa, FL 3355 License# I EC13008622
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y 1 N
Address I License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N
Address License#
Illlllllllllllllllllltlllllttlllllllllllllllllllllllllllllltlllllll
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite.Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence Installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
****PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500)
Agent(for the contractor)or Power of Attorney(far 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
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 properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACTIU11LITIES 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 understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V"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
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.117.03)
c
OWNER OR AGENT CONTRACTOR
Subscribed and sworn to(or affirmed)before me this S bsc' d a d swor o(or affirrne)b fore me this
by �Lby Fz6r-n Wil�i&Mg
Who is/are personalty known to me or has/have produced Who is/are personally known to me or hasthave produced
as Identification. 11,1 as identification.
Notary Public �g,
A_ 6a� Notary Public
Commission No. Commissi n I
Name of Notary typed,printed or stamped Name of N ary typed, nted or stamped +++++,, E M I LTN
N G1PRy PUP'� State of Floritary PublicCommissioG 195408
F�.�� My Commission Expires
++++� ° March 13, 2022
INSTR#2019104943 OR BK 9926 PG 1343 Page 1 of 1
SOH 06/20/2019 12:06 PM Rcpt:2065455 Rec:10.00 DS:0.00 IT:0.00
Paula S. O'Neil Ph.D., Pasco County Clerk&ComptroCCer
NOTICE OF COMMENCEMENT
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. /I''
1. DESCRIPTION OFPR/O�PERTY(Legal description of the property&street address,if available) `I `.-4-g I " nol 0 —0 P-500- 00)p
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Solar project
3. OWNER INFORMATION OR LESSEE INFORMATION
ICON IF THE LESSEE
CONTRACTED FOR THE IMPROVEMENT., ( �/f
a.Name and address: 1601 t 41W f '1 o6k:l f ( D U1 �� `�I 1 �1 �k yf✓�r t , 1, 013-S-4p
b.Interest in property: Owner
c.Name and address of fee simple titleholder(if different from Owner listed above):
4.a.CDNTRACTOrt's NAME:3D Solar, LLC Contractor's address:13266 Byrd Drive#1071 Odessa,FL.33556
b.Phone number:727.869.0110
S.SURETY(if applicable,a copy of the payment bond is attached):
a.Name and address:
b.Phone number: c.Amount of bond:$
6. a.LENDER'S NAME:
Lender's address: b.Phone number•
7.Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)7.,Florida Statutes:
a.Name and address:
b.Phone numbers of designated persons:
8• a. In addition to himself or herself,Owner designates of
to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes.
b.Phone number of person or entity designated by Owner:
9. Expiration date of notice of commencement(the expiration date will be 1 year from the date of recording unless a different date
Is specified): .20
WARMNGTO OW NEE-ANY PAYMENTS MADE BY THE OWNER AFTERTHE EXPIRATION of THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPEfl PAYMnV15 UNDER CHAPTER 713 PART(SECTION 233,13 FLQIUDS.STULIM AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTSTO YOUR PROPERTY A NOTICEOF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB WE BEFORE THE FIRSTINSPECTION.IFYOUINTENOT000TAIN
FINANCING T WITH YOUR KNOER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NODCEOF COMMENCEMENT.
(Signature of Owner or ,or Owner's or Lessee's (Print Name and Provide Signatory's Title/Office)
State of Florida County of 10197scla
The foregoing instrument was acknowledged before me this l a day of Jet r— 20
by t%('/A`eu NoWzu as Owner
(name of person) (type of authority,...e.g. officer, trustee, attorney in fact) for
(name of party on behalf of whom instrument wa executed)
-Personally Known or Produced Identification Type of Identification Produeed
Notary
5 nature of Notary P blic)
(Print, yp r Stamp Commissia ed Na a of Notary Public)
EMILY KLING
State of Florida-Notary Public
m ss Ilori N GG 195408
- - - • C ' " -
��;_ om My Commission Expires
March '13, 2022
WLL
" FLCRIDA, COUNTY OF PASCO
THIS IS TO CERTIFY THAT THE FOREGOING IS A
TRUE AND CORRECT COPY OF THE DOCUMENT
ON FILE OR OF PUBLIC RECORD IN THIS OFFICE as
jITN SS MY HAND A OFFICIAL SEAL THIScDAY 0 RK& MPTROLL R Y DEPUTY CLERK '� ST�TE Of
�P
7/22/2019
4l �,
Viayourzogarp tans.
ENGINEERING SOLUTIONS FOR ALL YOUR SOLAR NEEDS
Structural Calculations for
SOLAR POWER SYSTEM CONNECTION CHECK AT:
4809 20th St.
Zephyrhills,FL 33542
Job: Mobley,Bradley
Prepared For:
3D Solar
Design Criteria
1-Code: FLORIDA BLDG CODE 2017/ASCE 740
2-Wind: 138 MPH,Exposure:C
3 -Wood Species: Southern Pine(SG=0.55)
Notice:Use restrictions of these calculations.
The attached Calculations are valid only when bearing original signature hereon.
Contractor/Client to verify existing dimensions/conditions prior to construction
&solar racking is installed per manufacturer span requirements. G� iT ���
The use of these calculations is solely intended for the above mentioned project. �� R
* . No.83072
. .�x
�'. STATE OF
OR I
ONA'L;�\\\\\
1-844-PV ELITE info@yoursolarplans.com
3000 E.Birch Street Suite 2011 Brea CA 92821
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WIND LOADING ANALYSIS - Roof Components and Cladding
Per ASCE 7-10 Code for Rldgs. of Any Height with Gable Roof 0 <=450 or Monoslope Roof 8 <=30
Using Part 1 &3: Analytical Procedure(Section 30.4& 30.6
Job Name: IMobley, Bradley I Subject:
Job Number: I Originator: I Checker:
Input Data:
Wind Speed, V= 138 mph (Wind Map, Figure 26.5-1A-C)
31dg. Classification = II (Table 1-1 Occupancy Category)
xposure Category= C (Sect. 26.7) B
Ridge Height, hr= 12.30 ft. (hr>= he)
Eave Height, he= 8.00 ft. (he<= hr)
Building Width = 30.00 ft. (Normal to Building Ridge)
Building Length = 50.00 ft. (Parallel to Building Ridge) L
Roof Type= Gable (Gable or Monoslope)
Topo. Factor, Kzt= 1.00 (Sect. 26.8& Figure 26.8-1) Plan
Direct. Factor, Kd = 0.85 (Table 26.6)
Enclosed? (Y/N) Y (Sect. 28.6-1 & Figure 26.11-1)
Hurricane Region? Y 0
Component Name= Fastener (Purlin, Joist, Decking, or Fastener) hr
h
Effective Area,Ae= 687 ft.^2 (Area Tributary to C&C) The
Overhangs? (Y/N) N (if used, overhangs on all sides) * [
L
Resulting Parameters and Coefficients: Elevation
Roof Angle, 0 = 16:00 Ideg.
Mean Roof Ht., h = 15.00 ft. (h= (hr+he)/2, for roof angle>10 deg.)
Roof External Pressure Coefficients, GCp:
3Cp Zone 1-3 Pos. = 0.30 (Fig. 30.4-2A, 30.4-213, and 30.4-2C)
GCp Zone 1 Neg. _ -0.80 (Fig. 30.4-2A, 30.4-213, and 30.4-2C)
GCp Zone 2 Neg. = 1.20 (Fig. 30.4-2A, 30.4-213, and 30.4-2C)
GCp Zone 3 Neg. = -2.00 (Fig. 30.4-2A, 30.4-213, and 30.4-2C)
Positive& Negative Internal Pressure Coefficients, GCpi (Figure 26.11-1):
+GCpi Coef. =1 0.18 (positive internal pressure)
-GCpi Coef. = 0.18 (negative internal pressure)
If z <= 15 then: Kz=2.01*(15/zg)^(2/(x) , If z> 15 then: Kz=2.01*(z/zg)^(2/a) (Table 30.3-1)
a= 9.50 (Table 26.9-1)
zg = 900 (Table 26.9-1)
Kh = 0.85 (Kh = Kz evaluated at z= h)
Velocity Pressure: qz= 0.00256*Kz*Kzt*Kd*VA 2 (Sect. 30.3.2, Eq. 30.3-1)
qh = 35.18 psf qh = 0.00256*Kh*Kzt*Kd*V"2 (qz evaluated at z= h)
Design Net External Wind Pressures(Sect. 30.4&30.6):
For h <=60 ft.: p= qh*((GCp)-(+/-GCpi)) (psf)
For h > 60 ft.: p= q*(GCp) -qi*(+/-GCpi) (psf)
where: q =qh for roof
qi =qh for roof(conservatively assumed per Sect. 30.6)
Wind Load Tabulation for Roof Components &Cladding
Component z Kh qh p= Net Design Pressures(psf)
(ft.) (psf) one 1,2,3 (+ Zone 1 (-) Zone 2 (-) Zone 3 (-)
Fastener 0 0.85 35.18 16.89 -34.47 -48.55 -76.69
For z= hr: 12.30 0.85 35.18 16.89 -34.47 -48.55 -76.69
For z= he: 8.00 0.85 35.18 16.89 -34.47 -48.55 -76.69
For z= h: 15.00 0.85 35.18 16.89 -34.47 '-48.55 -76.69
Notes: 1. (+) and (-) signs signify wind pressures acting toward & away from respective surfaces.
2. Width of Zone 2 (edge), 'a' = 3.00 ft.
3. Width of Zone 3 (corner), 'a'= 3.00 ft.
4. For monoslope roofs with 0 <= 3 degrees, use Fig. 30.4-2A for'GCp'values with 'qh'.
5. For buildings with h > 60' and 0 > 10 degrees, use Fig. 30.6-1 for'GCpi'values with 'qh'.
6. For all buildings with overhangs, use Fig. 30.4-26 for'GCp'values per Sect. 30.10.
7. If a parapet>= 3' in height is provided around perimeter of roof with 0 <= 10 degrees,
Zone 3 shall be treated as Zone 2.
8. Per Code Section 30.2.2, the minimum wind load for C&C shall not be less than 16 psf.
9. Reference: a. ASCE 7-10, "Minimum Design Loads for Buildings and Other Structures".
b. "Guide to the Use of the Wind Load Provisions of ASCE 7-10"
by: Kishor C. Mehta and James M. Delahay (2004).
t
Roof Components and Cladding:
is ai I i 1 � 1 I
ta
QI 0: _O .Ca✓d Q 'O v 2 �2 �3 �' 2� 3'
a
< 6 I I I t
i
-------------------
�x i
0 <= 7 deg. 7 deg. <0 <= 27 deg. 27 deg. < 6 <=45 deg.
Roof Zones for Buildings with h <=60 ft.
(for Gable Roofs <=450 and Monoslope Roofs <= 30)
`� i19
a �
I ,
O '2
I �
I
L
,'mot`^^y_" 1 --i `'.
l�J ROOF PLAN �J
Roof Zones for Buildings with h > 60 ft.
(for Gable Roofs<= 10'and Monoslope Roofs <= 30)
Gravity Load Data
Panel Data
Panel: Heliene 60M-HBLK
Number of Modules: 39
Weight of PV Module 43.90 Ibs
PV Module Dimensions L= 65.00 in
W= 39.00 in
Roof Data
Roof Material:Asphalt Shingle
Roof Dead Load QD= 10 psf
PV System Dead Load Qpv= 3 psf
Framing Spacing Sroof= 24 in
Linear Dead Load wD—(QD+Qpv)*s,,f= 26 plf
Lag Screw Check Lumber: DF-L No.2
Uplift Demand
Design Wind Pressure p= -48.5 psf(Zone 2)
Trib. Depth for Each Rail dpv=U2= 2.71 ft
Trib. Depth for Each Rail bpv=W/2= 1.63 ft
Screw Anchor Spacing Spv= 4.00 ft(max.)
Uplift Force on Each Screw, Portrait UL=(p+Qpv)*dpv*spv= 493 Ibs(Upwards)
Uplift Force on Each Screw,Landscape UW=(p+Qpv)*by *spv= -296 Ibs(Upwards)
Design Uplift Force Paplift=0.6*[Max(UL, UW A= -296 Ibs(Upwards)
Uplift Capacity
NDS 2015 Adjustment Factors
CD= 1.6 CM= 1 Ct= 1 SG= 0.50 Co, Ceg, C9, Cdi, Ctn are not appicable
Speicfic Gravity of Lumber SG= 0.55 NDS Supplement Table 4a
Diameter of Lag Screw D= s/is in
Withdraw Design/in 1800*SG32*D;"4= 307 Ibs/in NDS 2015 12.1-1
Depth of Embeddment Ip= 2.50 in
Total Nominal Withdrawal Value W=W*I p= 767 Ibs
Withdrawal Design Vaule W=W*CD*CM*Ct= 1227 Ibs NDS 2015 Table 11.3.1
Demand-Capacity Ratio Puplift W'= 0.24 < 1 [OKAY]
Beam/Top Chord Check Lumber:DF-L No.2
Moment Demand
Span:Span :j 1 1 2 Orientation j I (ft) p;(Ibs)
Lenght(ft) :1 7.5 1 7.5 1 1 4.6 -493
Portrait 2 8.5 --493
3 10.0 -493
Linear Dead Load wd= 26 plf Portrait 4 13.9 -493
Wind Load, Portrait UL= -493 Ibs
Wind Load, Landscape UW= -296 Ibs
#of Attachment per Rafter NA= 4
x,dx2
M(x)=Rix—Li)—P/(x—lj)— 2
1000
500 -- ._ ........ _.............
s
0CU
� -
00 5 0 10.0 15•0` 20.0
-500 _... _.._ — __ __
(.._...............:............. ....... ...: _.....__._._....._._.................
Length x(ft)
..................--................................................................._._.........................--._............................................----............. ---.._..
Ma, Moment
Dead 250 lb-ft
Dead+Wind 844 lb-ft
Dead+Snow 250 lb-ft
Moment Capacity Framing Member Size 2x4 . Lumber Grade: DF-L No.2
CM= 1 Ct= 1 C,= 1.15 CF= 1.5 fb= 900 psi Ct„and C;are not applicable
Breadth b= 1.50 in
Depth d= 3.50 in
Section Modulus Sx =bd2/6= 3.06 in
Bending Stress Capacity Fb= CM*Ct*Cr*CF*fb= 1553 psi Table 4.3.1 NDS 2015
Co Fe=CD*Fb Ma*Sx ASD Load Design Bending DCR
Dead 0.9 1397 psi 981 psi D 981 psi 0.70 OKAY
Dead+Wind 1.6 2484 psi 3308 psi .6W+.6D 1985 psi 0.80 OKAY
Dead+Snow 1.15 1785 psi 981 psi D+S 981 psi 0.55 OKAY
Deflection Limit E= 1600 ksi 1 = 5.36 in
Transient Deflection 0.298 in
Transient Deflection Allowed 302 > 180 [OKAY]
Total Deflection 0.642 in
Total Deflection Allowed 140 > 120 [OKAY]
e
SEISMIC WEIGHT COMPARISON/ANALYSIS-(PER IBC 2015)
PV System Weight
Module Model Heliene 60M-HBLK
Panel Weight Wpanel= 43.9 Ibs
Number of Panels NPv= 39
Total PV System Weight WPv=Wpanei*NPv= 1712.1 Ibs
Existing Roof Weight
Roof Weight Qo= 10.0 psf
Building Length Lbuild = 50 ft
Building Width Wbuild = 30 ft
Roof Area Abuild= 1500 ft`
Building Perimeter Pbuiid= 160 ft
Wall Height ht= 8 ft
Wall weight Qwall= 15 psf
Interior wall weight Qint= 10 psf
Roof Load Wfloor=Abuild*Qo= 15000 Ibs
Wall Load Nwail=-ht/2 *Qwall*Pbuild +Abuild *Qint/2= 17100 Ibs
Total Story Weight Wbuiid =Wfloor+Wwall= 32100 Ibs
Percentage Weight Increa: WPv/Wbulld= 5.33% < 10%OKAY
CITY OF " NOTICE" .
BUILDING
ZEPHYRHILLS DEPARTMENT
OF ADDITION OR CORRECTION
D • NOT -REMOVE '
ADDRESS DATE PERMIT f
8` 20
THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before t e iob
will be accepted.
4;1A
It is unlawful for any Carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL
cover or cause to be covered,any part of the work with flooring,lath,earth 780-0020 FOR RE-INSPECTION
or other mg4erilal,until the proper inspector has had ample time to approve
the installation.
OFFICE HOURS 7:30AM-4:30 PM MON.-FRI. INSPECTOR /
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: 3,D vU
Date Received:
Site: Q
Permit Type: dl
Approved w/no comments. Approved w/the below comment ."Deniethe comments: ❑
This comment sheet sha be kept with the permit and/or plans.
Kalvi itzer—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
613-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
I
Date Received c/ _ /\ \
t t t t I 1 t t Q Phone Contact for Perm ;ng 1 � p v 1 o
Owner's Name k Owner Phone Number 1 y
Owner's Address D Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS M I L ,n LOT#
SUBDIVISION 1 IU�I^ rh�AIU, PARCEL ID# W V D D
�___,ccc[� (OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR i/�I ADD/ALT SIGN 0 Q DEMOLISH
INSTALL 4L�J REPAIR
PROPOSED USE Q SFR Q COMM 0 OTHER
TYPE OF CONSTRUCTION Q B,LlOCK 0 FRAME 0 y STEEL 0 �y7M
DESCRIPTION OF WORKFuW fro ��I r Ht 1 1 VA i V
BUILDING SIZE SO FOOTAGE HEIGHT
OBUILDING $ VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL $ AMP SERVICE
7 PROGRESS EN tY W.R.E.C.
d1 �(Vey
PLUMBING $=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION " a
0GAS SPECIALTY OTHER
0 ROOFING 0
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO
BUILDER COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREN
Address License#
ELECTRICIAN ^""� I O L COMPANY 0 C
SIGNATURE ( _—'REGISTERED Y/ N FEE CURREN I Y/N
Address I 10 License# �(� L
PLUMBER ae5 L ljp COMPANY
SIGNATURE REGISTERED =1Y/ N FEE CURREN Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address I License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
"""PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500)
Agent(for the Contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
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 properly 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 understand that the regulations of other government agencies may apply to the intended work,and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V"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 FINANC G;CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTW&bF COMMENGEMENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR
Subscribed and sworn to(or affirmed)before me this Sub crib d and sworn�t2qo(�,r afrinnec before me this
by �_by t K�YDY1 W 1 ,
Who is/are personally known to me or has/have produced Wh is/a e p rsonally known to me or has/have produced
as identification. neir%,,rNrY1 I t(iey\A tl^ as identification.
Notary Public /� / ` Notary Public
Commission No. Co iss1 0. C-��,1���
i lL4 �'yt
Name of Notary typed,printed or stamped Name of N typed,printed r sta ped
"aVP'��
o, u EMILY KLING
e ;State of Florida-Notary Public
* o;` Commission # GG 195408y tl
M Commission Expires
` March 13, 2022 t
A
7/22/2019
'0y0Ur�—"'(`,2A.;1.:,,—" plul
ENGINEERING SOLUTIONS FOR ALL YOUR SOLAR NEEDS
Structural Calculations for
SOLAR POWER SYSTEM CONNECTION CHECK AT:
4809 20th St.
Zephyrhills,FL 33542
Job: Mobley,Bradley
Prepared For:
3D Solar
Design Criteria
1-Code: FLORIDA BLDG CODE 2017/ASCE 7-10
2-Wind: 138 MPH,Exposure:C
3 -Wood Species: Southern Pine(SG=0.55)
Notice:Use restrictions of these calculations.
The attached Calculations are valid only when bearing original signature hereon.
Contractor/Client to verify existing dimensions/conditions prior to construction
&solar
ufacturer span
equirements.
racking
he use of these calculations isIolely intended forr
rth above mentioned project. \\\\\`�NG"f'R���/
* . o.83072 .
:ix
�0 STATE OF
4 OR
//ss/o INAL1 \\`�,.
1-844-PV ELITE info@yoursolarplans.com
3000 E.Birch Street Suite 2011 Brea CA 92821
WIND LOADING ANALYSIS - Roof Components and Cladding
Per ASCE 7-10 Code for Bldgs. of Any Height with Gable Roof 0 <=450 or Monoslope Roof 0 <=30
Using Part 1 &3:Analytical Procedure (Section 30.4&30.6)
Job Name: IMobley, Bradley Subject:
Job Number: I I Originator: I Checker:
Input Data:
Wind Speed, V= 138 mph (Wind Map, Figure 26.5-1A-C)
31dg. Classification = II' (Table 1-1 Occupancy Category)
xposure Category= C (Sect. 26.7) B
Ridge Height, hr= 12.30 ft. (hr>= he)
Eave Height, he=. 8.00 ft. (he<= hr)
Building Width = 30.00 ft. (Normal to Building Ridge)
Building Length = 50.00' ft. (Parallel to Building Ridge) L
Roof Type= Gable (Gable or Monoslope)
Topo. Factor, Kzt= 1i.00 (Sect. 26.8& Figure 26.8-1) Plan
Direct. Factor, Kd = 0.85 (Table 26.6)
Enclosed? (Y/N) Y (Sect. 28.6-1 & Figure 26.11-1)
Hurricane Region? Y 00
Component Name=:Fastener (Purlin, Joist, Decking, or Fastener) hr h
Effective Area,Ae= 687. ft."2 (Area Tributary to C&C) The
Overhangs? (Y/N) N (if used, overhangs on all sides)
L
Resulting Parameters and Coefficients: Elevation
Roof Angle, 0 = 16.00 Ideg.
Mean Roof Ht., h = 15.00 ft. (h= (hr+he)/2,for roof angle>10 deg.)
Roof External Pressure Coefficients, GCp:
3Cp Zone 1-3 Pos. = 0.30 (Fig. 30.4-2A, 30.4-213, and 30.4-2C)
GCp Zone 1 Neg. = -0.80 (Fig. 30.4-2A, 30.4-213, and 30.4-2C)
GCp Zone 2 Neg. = -1.20 (Fig. 30.4-2A, 30.4-213, and 30.4-2C)
GCp Zone 3 Neg. = -2.00 (Fig. 30.4-2A, 30.4-213, and 30.4-2C)
Positive& Negative Internal Pressure Coefficients, GCpi (Figure 26.11-1):
+GCpi Coef. = 0.18 (positive internal pressure)
-GCpi Coef. = 0.18 (negative internal pressure)
If z<= 15 then: Kz=2.01*(15/zg)^(2/a) , If z> 15 then: Kz=2.01*(z/zg)^(2/a) (Table 30.3-1)
a= 9.50 (Table 26.9-1)
zg = 900 (Table 26.9-1)
Kh = 0.85 (Kh = Kz evaluated at z= h)
Velocity Pressure: qz= 0.00256*Kz*Kzt*Kd*V^2 (Sect. 30.3.2, Eq. 30.3-1)
qh = 35.18 psf qh = 0.00256*Kh*Kzt*Kd*V"2 (qz evaluated at z= h)
Design Net External Wind Pressures(Sect. 30.4&30.6):
For h <= 60 ft.: p= qh*((GCp) -(+/-GCpi)) (psf)
For h > 60 ft.: p= q*(GCp) -qi*(+/-GCpi) (psf)
where: q =qh for roof
qi = qh for roof(conservatively assumed per Sect. 30.6)
Wind Load Tabulation for Roof Components &Cladding
Component z Kh qh p = Net Design Pressures(psf)
(ft.) (psf) one 1,2,3 (+ Zone 1 (-) Zone 2 (-) Zone 3 (-)
Fastener 0 0.85 35.18 16.89 -34.47 -48.55_ -76.69
For z= hr: 12.30 0.85 35.18 16.89 -34.47 -48.55 -76.69
For z= he: 8.00 0.85 35.18 16.89 -34.47 -48.55 -76.69
For z= h: 15.00 0.85 35.18 16.89 -34.47 -48.55 -76.69
Notes: 1. (+) and (-) signs signify wind pressures acting toward &away from respective surfaces.
2. Width of Zone 2 (edge), 'a' = 3.00 ft.
3. Width of Zone 3 (corner), 'a' = 3.00 ft.
4. For monoslope roofs with 0 <= 3 degrees, use Fig. 30.4-2A for'GCp'values with 'qh'.
5. For buildings with h > 60' and 0 > 10 degrees, use Fig. 30.6-1 for'GCpi'values with 'qh'.
6. For all buildings with overhangs, use Fig. 30.4-213 for'GCp'values per Sect. 30.10.
7. If a parapet>= 3' in height is provided around perimeter of roof with 0 <= 10 degrees,
Zone 3 shall be treated as Zone 2.
8. Per Code Section 30.2.2, the minimum wind load for C&C shall not be less than 16 psf.
9. Reference: a. ASCE 7-10, "Minimum Design Loads for Buildings and Other Structures".
b. "Guide to the Use of the Wind Load Provisions of ASCE 7-10"
by: Kishor C. Mehta and James M. Delahay (2004).
s '
Roof Components and Cladding:
1$
8 10 yr Q
"il
------- ------- r- I_ I t I
s r I I ! {
V ( = Ci 0 'T 2 O 1 2 I(V � 2
r I 1 t
I I I t
r 1 I t t
s1 J)
Q J —(2}, 3 J 2— 3
k
0 <= 7 deg. 7 deg. <0 <= 27 deg. 27 deg. <0 <=45 deg.
Roof Zones for Buildings with h <= 60 ft.
(for Gable Roofs <=450 and Monoslope Roofs <= 3°)
2tr v i l
03- 43) .
a l
r r
1 2
1 1
1 t
r t
L3'
-� - `� 3
ROOF PLAN
Roof Zones for Buildings with h > 60 ft.
(for Gable Roofs <= 100 and Monoslope Roofs<= 30)
Gravity Load Data
Panel Data
Panel: Heliene 60M-HBLK
Number of Modules: 39
Weight of PV Module 43.90 Ibs
PV Module Dimensions L= 65.00 in
W= 39.00 in
Roof Data
Roof Material:Asphalt Shingle
Roof Dead Load QD= 10 psf
PV System Dead Load QPV= 3 psf
Framing Spacing sroof= 24 in
Linear Dead Load wD_(QD+Qpv)' spoof= 26 plf
Lag Screw Check Lumber: DF-L No.2
Uplift Demand
Design Wind Pressure p= -48.5 psf(Zone 2)
Trib. Depth for Each Rail dPV=L/2= 2.71 ft
Trib. Depth for Each Rail bpv=W/2= 1.63 ft
Screw Anchor Spacing SPv= 4.00 ft(max.)
Uplift Force on Each Screw, Portrait UL=(p+Qp)"dp "spv= -493 Ibs(Upwards)
Uplift Force on Each Screw,Landscape Uw= (p+Qp)`by*sp = -296 Ibs(Upwards)
Design Uplift Force P"plift=0.6*[Max(U L, Uw)]= -296 Ibs(Upwards)
Uplift Capacity
NDS 2015 Adjustment Factors
CD= 1.6 CM= 1 Cf= 1 SG= 0.50 Co, Ceg, C9, Cd;, Ct,are not appicable
Speicfic Gravity of Lumber SG= 0.55 NDS Supplement Table 4a
Diameter of Lag Screw D= s/16 in
Withdraw Design/in 1800`S651"D:V4= 307 Ibs/in NDS 2015 12.1-1
Depth of Embeddment Ip=. 2.50 in
Total Nominal Withdrawal Value W=W*I p= 767 Ibs
Withdrawal Design Vaule W=W*CD"CM"C,= 1227 Ibs NDS 2015 Table 11.3.1
Demand-Capacity Ratio Pupin W'= 0.24 < 1 [OKAY]
1
Beam/Top Chord Check Lumber:DF-L No. 2
Moment Demand
Span: 1 1 2 1 1 Orientation j I (ft) p,(Ibs)
Lenght(ft) :1 7.5 1 7.5 1 1 4.6 -493
Portrait 2 8.5 -493
3 10.0 -493
Portrait
Linear Dead Load wd= 26 plf 4 13.9 -493
Wind Load, Portrait UL= -493 Ibs
Wind Load, Landscape Uw= -296 Ibs
#of Attachment per Rafter NA= 4
M(x)=Rt(x—Li)—Pj(x-1j)—wdxz2
1000
500 ....... ... .. ............ ...... ............_._......
0 i i
0;0 50 10.0 15.0 20.0
0
-500
-1000 i. ............ ..............4........:...... ........:._.......:.............................................................
?.........................
Length x(ft)
Ma, Moment
Dead 250 lb-ft
Dead+Wind 844 lb-ft
Dead+Snow 250 lb-ft
Moment Capacity Framing Member Size 2x4 Lumber Grade: DF-L No.2
CM= 1 Ct= 1 Cr= 1.15 CF= 1.5 fb= 900 psi Ct<,and C;are not applicable
Breadth b= 1.50 in
Depth d= 3.50 in
Section Modulus SX =bd2/6= 3.06 in'
Bending Stress Capacity Fb= CM*Ct*Cr*CF*fb= 1553 psi Table 4.3.1 NDS 2015
Co Ft;=Co*F Ma*SX ASD Load Design Bending DCR
Dead 0.9 1397 psi 981 psi D 981 psi 0.70 OKAY
Dead+Wind 1.6 2484 psi 3308 psi .6W+.6D 1985 psi 0.80 OKAY
Dead+Snow 1.15 1785 psi 981 psi D+S 981 psi 0.55 OKAY
Deflection Limit E= 1600 ksi 1= 5.36 in'
Transient Deflection 0.298 in
Transient Deflection Allowed 302 > 180 [OKAY]
Total Deflection 0.642 in
Total Deflection Allowed 140 > 120 [OKAY]
SEISMIC WEIGHT COMPARISON/ANALYSIS -(PER IBC 2015)
PV System Weight
Module Model Heliene 60M-HBLK
Panel Weight Wpanel= 43.9 Ibs
Number of Panels NPv= 39
Total PV System Weight WPV=Wpanel*NPv= 1712.1 lbs
Existing Roof Weight
Roof Weight Qp= 10.0 psf
Building Length Lbuild = 50 ft
Building Width Wbuild = 30 ft
Roof Area Abuild= 1500 ft`
Building Perimeter Pbuild= 160 ft
Wall Height ht= 8 ft
Wall weight Qwall= 15 psf
Interior wall weight Qint= 10 psf
Roof Load Wfloor—Abuild *Qo= 15000 Ibs
Wall Load Nwaii= ht/2*Qwail*Pbuild +Abuild *Qint/2= 17100 Ibs
Total Story Weight Wbuild =Wfioor+Wwall= 32100 Ibs
Percentage Weight Increa� WPV/Wbuild = 5.33% < 10% OKAY
1 .
• PHOTOVOLTAIC ROOF MOUNT SYSTEM
35Q ^c
39 MODULES-ROOF MOUNTED - 11 .70 kW DC
4809 20TH ST, ZEPHYRHILLS, FL 33542
REVISIONS
PROJECT DESCRIPTION: N RAY LOCATION
DESCRIPTION DATE REV
AR
39 X 300 HELIENE 60M-HBLK(300W)MODULES ������ 11II1
ROOF MOUNTED SOLAR PHOTOVOLTAIC MODULES `�``ONG TRU0'% N B
SYSTEM SIZE: 11.70 kW DC STC �` Q • C E N 3F,;YG1 ,�
ARRAY AREA#1:369.6 SQ FT.
ARRAY AREA#2: 123.20 SQ FT. = yt • No.83072 *
ARRAY AREA#3: 193.60 SQ FT. _
EQUIPMENT SUMMARY - '• ST TE OF S°" w""'
SeaI
39 HELIENE 60M-HBLK(300W)MODULES .'*, •• ,c : ��
36 ENPHASE IQ7-60-2-US MICROINVERTERS �, OR ' ?>Q'• S`
"lIinnI "
2OTH ST
ROOF#3
PROPERTY LINE - - - - 132'-0" - (11)HELIENE 60M-HBLK(300W)
w -
2 HOUSE PHOTO
PROJECT NAME
PV-1 SCALE:NTS
ih EXISTING PROJECT SITE
DRIVEWAY
. w
a
IN 1-STORY I.UN
HOUSE
x
a
M
o ow �. C/)w
w tom
z n o
(E)MAIN SERVICE PANEL ----- ------------- N
Hj I - - 59,-„ 0 3 VICINITY MAP o
- __'_ r` D (y�PIY PV-1 SCALE:NTS
ROOF#2 132'-0" I N Al �1 ��r Ur�D�N� pR SHEET INDEX
SITE PLAN WITH VICINITY MAP
(07)HELIENE 60M-HBLK(300W) �o�N E CtTy QFZEp ODES E' PV-2 ROOF PLAN&MODULES
ROOF#1 (E)FENCE(iSti ' AN PV-3 STRING LAYOUT
(21)HELIENE 60M-HBLK(300W) PV-4 ATTACHMENT DETAIL SHEET NAME
PV-5 ELECTRICAL LINE DIAGRAM SITE PLAN &
PV-6 WIRING CALCULATIONS
PV-7 PLACARDS VICINITY MAP
I0 Py-8 TO 13 EQUIPMENT SPECIFICATIONS
04 O
SHEET SIZE
4 GOVERNING CODES:
�A , FLORIDA BUILDING CODE,6TH EDITION 2017 EDITION(FBC) ANSI B
'rl FLORIDA RESIDENTIAL CODE,6TH EDITION 2017(FRC) 11" X 17"
�4 43, 1? FLORIDA PLUMBING CODE,6TH EDITION 2017(FPC)
1 SITE PLAN WITH VICINITY MAP i < 4
RIDAMEECTRIALCODE,6THEDITION2017(FMC)
ZONAL ELECTRIC CODE,2014(NEC) SHEET NUMBER
TICLE 690,NEC 2014 CODE BOOK
PV_
PV-1 SCALE: 1"=16'
MODULE TYPE, DIMENSIONS &WEIGHT 20TH ST
NUMBER C*MODULES=39 MODULES3 *S01AR
MODULE TYPE=HELIENE 60M-HBLK(300W)MODULES FRONT OF RESIDENCE e
WEIGHT=43.9 LBS/20 KG.
MODULE DIMENSIONS=65"x 39"=17.60 SF 4'-011
UNIT WEIGHT OF ARRAY=2.49 PSF
ROOF DESCRIPTION (TYP.) ROOF#3
TILT-16° REVISIONS
ROOF TYPE ASPHALT SHINGLE �� AZIM.-0° ROOF#3 DESCRIPTION DATE REV
-r (11)HELIENE 60 (300W)
ROOF TILT AZIMUTH RAFTERS SIZE FTERS
RAAC NG a 1'-4" MAXIMUM
#1 16° 180° 2'%4" 24"O.C. co CANTILEVER
#2 16° I 270° 2"X4" I 24"O.C. \
#3 16° 0° 2"X4" 24"O.C. \ \
(E)MAIN SERVICE PANEL . Signature �, ,
ARRAY AREA& ROOF AREA CALC'S (E)UTILITY METER `
ROOF (N)VISIBLE LOCKABLE
ARRAY AREA ROOF AREA DISCONNECT \
ROOF #OF LABELED FUSED AC
MODULES (Sq.Ft.) (Sq.Ft.) CARRAYD%Y (N)COMBINER BOX _
\\ 4 N
#1 21 369.18 587.60 63 m
o
#2 7 123.06 281.60 I 3/4"CONDUIT RUN
#3 11 193.38 426.33 45 (N)JUNCTION BOX •i . .. 1 -
. , \ \ PROJECT NAME
ROOF#2 M
TILT-16°
\ u u l u i ii�i AZIM.-270°
0
n11 a1i
-
38.98
fr _ l =J -- = ROOF#2 x U)
�` (07)HELIENE 60M-HBLK(300W) M
ZD ;� '• STATE OF 1 0,-2" H \ Y
%O��'• •*, 36'-7" D ZONE 3(TYP.) _
et '. ZORIOP:'�
c0 '•,�S •''••... ...••• G��•` R F#1 D ZONE 2(TYP.) W ~o
,,s/0NAI`` ,,, AZIM.-T 160° ROOF#1(21)HELIENE60M-HBLK(300W) D ZONE 1 (TYP.) O o
HELIENE
I I 60M-HBLK(300W) (N)(39)ENPHASE IQ7-60-2-US 0 2
MICROINVERTERS Il
(N)QUICK MOUNT QRAIL(TYP.) > W
N
1. APPLICABLE CODE: 2017 FLORIDA BUILDING CODE(6TH EDITION)&ASCE 7-10 MINIMUM (79)PV ROOF ATTACHMENT
DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES. BACK OF RESIDENCE @ 48" O.C. MAX.
2. LAG SCREW DIAMETER AND EMBEDMENT LENGTHS ARE DESIGNED PER 2017 FLORIDA
BUILDING CODE(6TH EDITION)REQUIREMENTS. ALL BOLT CAPACITIES ARE BASED ON A m
fi SOUTHER YELLOW PINE(SYP)RESIDENTIAL WOOD ROOF RAFTERS AS EMBEDMENT MATERIAL. LEGEND
3. ALL WIND DESIGN CRITERIA AND PARAMETERS ARE FOR HIP AND GABLE RESIDENTIAL ROOFS,
CONSIDERING FROM A 7°TO A MAXIMUM 23°(5/12 TO A MAXIMUM 7/12 PITCH)ROOF IN
SCHEDULE. CONTRACTOR TO FIELD VERIFY THAT MEAN ROOF HEIGHT DOES NOT EXCEED 15'-0". JB -JUNCTION BOX SHEET NAME
4. ROOF SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM 6511,AND IS THE RESPONSIBILITY OF THE CONTRACTOR TO PILOT DRILL AND FILL ALL HOLES. CB -COMBINER BOX ROOF PLAN &
5. ALL DISSIMILAR MATERIALS SHALL BE SEPARATED WITH NEOPRENE WASHERS,PADS,ETC OR SIMILAR. ACD -AC DISCONNECT MODULES
6. ALL ALUMINIUM COMPONENTS SHALL BE ANODIZED ALUMINIUM 6105-T5 UNLESS OTHERWISE NOTED.
7. ALL LAG SCREW SHALL BE ASTM A276 STAINLESS STEEL UNLESS OTHERWISE NOTED.
8. ALL SOLAR RAILING AND MODULES SHALL BE INSTALLED PER MANUFACTURER INSTRUCTIONS. MSP -MAIN SERVICE PANEL SHEET SIZE
9. CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE INSTALLED AND SEALED PER 2017 FLORIDA BUILDING CODE(6TH EDITION)OR LOCAL GOVERNING CODE. UM -UTILITY METER ANSI B
N NOTE TO INSTALLER:
FIELD ADJUSTMENTS CAN BE MADE TO THE LAYOUT OF THE ARRAY -RAFTERS 11" X 17"
ROOF PLAN AND MODULES w $ ROOF LAYOUT NOTE ---- -CONDUIT
SHEET NUMBER
PV-2 SCALE: 1/8"= SOLAR PANEL LAYOUT IS CONCEPTUAL,BUT AS PROVIDED,CONFORMS WITH THE REQUIREMENTS -VENT, DISH(ROOF
SET IN SHEET PV-2 CONTRACTOR MAY ADJUST PANEL LOCATION.SOLID CORNERS(4'X4')SHOWN O O OBSTRUCTIONS) PV-2
THE PLAN IS WIND ZONE 3.SEE 2017 FLORIDA RESIDENTIAL CODE(6TH EDITION)FOR MORE DETAILS
s
BILL OF MATERIALS
EQUIPMENT QTY DESCRIPTION
SOLAR PV MODULE 39 SILFAB SIB-M 300 3O
S
INVERTER 39 ENPHASE IQ7-60-2-US MICROINVERTERS
AC DISCONNECT 1 VISIBLE ECT ABLE LABELLED NON-FUSED AC
VISCOEN
ATTACHMENT 79 QUICK MOUNT FLASHED L-FOOT
RAILS 22 QUICK MOUNT QRAIL(LIGHT)(TYP.)-168"SECTION REVISIONS
RAIL SPLICE 13 SPLICE KIT DESCRIPTION DATE REV
MID CLAMPS 66 MID CLAMPS/UFO
END CLAMPS 24 END CLAMPS/STOPPER SLEEVE
GROUNDING LUG 6 QUICK MOUNT GROUNDING LUG
DISCLAIMER: MATERIALS REQUIRED LIST FOR CONCEPTUAL USE ONLY THE
20Th ST INTENT IS TO AID CONTRACTOR FOR ORDERING REQUIRED MATERIALS FOR
FRONT OF RESIDENCE ETHE QUIPMENT PROJECT.DER ORDERING
RESPONSIBLE TO VERIFY PRIOR TO SOLAR
Snafljre with Seal
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STRING#2
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STATE
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SHEET NAME
/ONA11-\ ``��\ STRING
LAYOUT
SHEET SIZE
ANSI B
N 11" X17"
LEGEND
STRING LAYOUT H SHEET NUMBER
O O -VENT,DISH (ROOF OBSTRUCTION) PV-3
PV-3 SCALE:1/8"=1'-0" ----- -STRINGS r V—3
s
(E)ASPHALT
SHINGLE ROOF TYP.
SOLAR MODULE 3 SO
III
REVISIONS
DESCRIPTION DATE REV
SEE(2/PV-4)FOR
ENLARGED VIEW
(E)2"X 4"RAFTERS @ 24"O.C.
Signatire with Seal
1 ATTACHMENT DETAIL
PV-4 SCALE:NTS ````\`����ullii►►►►►�
` EniSF3g 115
1 125 138
* : No.83072 : *= 158 120
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146 LU
168
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I '17 Ps+ l d1tty z 11t 11p43% m
(1)5/16"DIA.X 3"MIN. ►
EMBEDMENT LAG SCREW SHEET NAME
AT EACH ATTACHMENT POINT
/ INTO EXISTING FRAMING ATTACHMENT
DETAILS
FIGURE l00M ULTIMATE DESIGN WIND SPEEDS,VULr FOR RISK CATEGORY II BUILDINGS AND
OTHER STRUCTURES SHEET SIZE
DESIGN SPECIFICATIONS: ANSI B
WIND SPEED: 138 MPH 11" X 17"
RISK CATEGORY: II
2 ATTACHMENT DETAIL (ENLARGED VIEW) EXPOSURE CATEGORY:C SHEET NUMBER
ROOF HEIGHT: 15 ft. PV-4
,_4
PV-4 SCALE:NTS ROOF SLOPE : 16° f_ V
(39)SILFAB SLA-M 300(300W)MODULES
(39),ENPHASE IQ7-60-2-US �"+�
(3)STRINGS OF 13 MODULES SO
(CONNECTED IN SERIES PER STRING) t'
REVISIONS
DESCRIPTION DATE REV
13 MICRO-INVERTERS IN BRANCH CIRCUIT#1
Eflh1HHr1jJftIE4UUiJJ • " " LItHHHffl ___________________
ti Signattxe with Seal
- - - (N)60A ENPHASE 1Q COMBINER TO UTILITY GRID
BOX(X-IQ-AM1-240-B)[WITH(3) L1 L2 N
PRE-INSTALLED 20A PV SUPPLY SIDE TAP
BREAKERS AND ENVOY
13 MICRO-INVERTERS IN BRANCH CIRCUIT#2 I COMMUNICATION GATEWAY] DOUBLE LUG,POLARIS TAP, BI-DIRECTIONAL UTILITY
OR EQUIVALENT SUITABLE FOR SUPPLY SIDE M METER 1-PHASE,3-W,
I tii ii iI HI __________ JUNCTION BOX CONNECTION) 120V/240V
600 V,NEMA 3
• • • UL LISTED
10A 60A (E)MAIN SERVICE PANEL,
ii' - - , _____� AC FUSED,(2)DISCONNECT:50A 200A RATED,240V(V.I.F.)
- L 20A FUSES,240V NEMA 3R,
ti ti �, UL LISTED,
- - - - - 20A 200A NEC COMPLY
12TH A)-SUPPLY PROJECT NAME
L SIDE CONNECTION
20A (E)MAIN BREAKER TO
LLI
L1 HOUSE 240V,200A/2P
(V.I.F) Z
113MICRO-INVERTERS IN BRANCH CIRCUIT#3J I L M. Envoy-S IH1UHUU1flI _ -
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ti ti ti (1)#8 AWG THWN-2 GND (1)#8 AWG THWN-2 GND -
iJ - - IN 3/4"CONDUIT RUN GROUNDING m N
- - - - IN3/4" CONDUIT RUN � _
(6)#12 AWG THWN-2 ELECTRODE SYSTEM Q o Of
(6)#12 AWG THWN-2 (1)#8 AWG THWN-2 GND 00(1)#8 AWG THWN-2 GND _
IN 3/4"CONDUIT RUN } a
TERMINATOR CAP ON LAST CABLE IN 3/4" CONDUIT RUN ` ��(`��IK I I I 1��,,,,�,�// J
CONNECTOR AC TRUNK CABLE(TYP) N, s//i
No.85803
STATE 0
SHEET NAME
's O R 0 \ `` ELECTRICAL
i,,, 'DNAI,.. " LINE DIAGRAM
"IHIIIIIlt "
SHEET SIZE
ANSI B
11" X17"
1 ELECTRICAL LINE DIAGRAM SHEET NUMBER
PV-05 SCALE: NTS PV-5
SOLAR MODULE SPECIFICATIONS OCPD Calculations ('�� J�
MANUFACTURER HELIENE �' V+rA.�/rk
Breakers sized according to continuous duty output current.PV circuit nominal current based off
MODEL# HELIENE 60M-HBLK #of modules per Circuit X(1.25[art.210.19(A)(1)(a)]X(1.0 Max AC current per micro-inverter)
PMAX 3oow Circuit#1 =13 modules,Output Current w/continuous duty=16.25<=20A Breaker
VMP 32.24A Circuit#1 =13 modules,Output Current w/continuous duty=16.25<=20A Breaker
IMP 8.92A Circuit#2=13 modules,Output Current w/continuous duty= 16.25<=20A Breaker REVISIONS
VOC 39.38V System output current w/continuous duty=48.75<50A(System OCPD) DESCRIPTION DATE REV
ISC 9.34A
MODULE DIMENSION 65"L x 39W x 1.6"D(In Inch)
INVERTER #1 SPECIFICATIONS
MANUFACTURER/MODEL#1 ENPHASE IQ7-60-2-US
NOMINAL OUTPUT VOLTAGE I 240V Conductor Calculations
NOMINAL OUTPUT CURRENT 1.0A Wire gauge calculated from art.code 310.15(B)(16)with ambient temperature calculations from art.
310.15(2)(a). si9 w>n seal
For"On Roof conductors we use the 90°C column ampacity,0.5"-3.5"off-the-roof temperature
AMBIENT TEMPERATURE SPECS adjustment from 310.15(B)(3)(c),and raceway fill adjustments from 310.15(B)(16).
For"Off Roof conductors we use the 75°C column ampacity,or the 90°C column ampacity with the
SOURCE-TAMPA INTERNATIONAL AP relevant ambient temperature and raceway fill adjustments,whichever is less.
ASHRAE MEAN LOW TEMP -1° The rating of the conductor after adjustments MUST be greater than,or equal to,the continuous duty
AMBIENT TEMP(DB)(HIGH TEMP 2%) 33• uprated output current.
Calculation Example-Wire Rating(90°C)x Ambient Temperature Adjustment x Conduit Fill Adjustment
CONDUIT HEIGHT 0.5"
>=Continuous Duty Output Current
ROOF TOP TEMP 55° (On Roof,): 12 gauge wire rated for 30 A,30 Ax.96 x 0.8(6 Conductors)=23.04A> 15.0 A
CONDUCTOR TEMPERATURE RATE ON ROOF 90° (Off Roof,):8 gauge wire rated for 55A,55A>45A
CONDUCTOR TEMPERATURE RATE OFF ROOF 75° (Off Roof,):6 gauge wire rated for 75A,75A>45A PROJECT NAME
MODULE TEMPERATURE COEFFICIENT OF Voc -0.30%/°K
w
NUMBER OF CURRENT O
PERCENT OF CARRYING CONDUCTORS IN
VALUES I CONDUIT W (VAT
0.80 4-6 U)
0.70 7-9 Cl) M
M 0.50 10-20 W I= -J
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ELECTRICAL NOTES *:•• No 85803
* - SHEET NAME
1.)ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL,AND LABELED FOR ITS APPLICATION. ;�O STATE O :•�
2.)ALL CONDUCTORS SHALL BE COPPER,RATED FOR 600 V AND 90 DEGREE C WET ENVIRONMENT. WIRING
3.)WIRING,CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY TO,AND LOCATED AS CLOSE AS POSSIBLE TO THE %'� •••A� �P:'��`��
` • OR t G CALCULATIONS
NEAREST RIDGE,HIP,OR VALLEY. ''i sS °'••••••'�••�
ARANCES AROUND ALL NEW AND EXISTING CAL 5.)DRAWINGS INDI4.)WORKING CATE ICATE THE GENERAL ARRANGEMENT OF SYSTEMS.CONTRACTOR EQUIPMENT SHALL
CONTRACTOR SHAURN FURNISH A COMPLYLL NECESSARY OUTLETS,SUPPORTS,WITH NEC 110.26. �''� ���NAIL` �`��
SHEET SIZE
FITTINGS AND ACESSORIES TO FULFILL APPLICABLE CODES AND STANDARDS.6.)WHERE SIZES OF JUNCTION BOXES,RACEWAYS,AND CONDUITS ARE NOT SPECIFIED,THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY. ANSI B
7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. 11" X 17"
8.)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE SUPPORT RAIL,PER THE GROUNDING CLIP
MANUFACTURER'S INSTRUCTION. SHEET NUMBER
9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C.VIA WEEB LUG OR ILSCO GBL-4DBT LAY-IN LUG. P`,_G
ELECTRIC SHOCK HAZARD ' P ` ! , • • , • •• • CAUTION:
DO NOT TOUCH TERMINALS ` NOMINAL ' ' ` • POWER TO THIS BUILDING IS ALSO SUPPLIED
t TERMINALS ON BOTH LINE AND FROM THE FOLLOWING SOURCES WITH
LOAD SIDES MAY BE ENERGIZED LABEL LOCATION: DISCONNECTS LOCATED AS SHOWN
IN THE OPEN POSITION AC DISCONNECT,POINT OF INTERCONNECTION LABEL LOCATION:
LABEL LOCATION: (PER CODE:NEC690.54) AC DISCONNECT,DC DISCONNECT,POINT OF METER AND MAIN SERVICE PANEL
INTERCONNECTION AT-® REVISIONS
AC DISCONNECT,POINT OF INTERCONNECTION ' (PER CODE:NEC690.56(C)) NON-FUSED AC DISCONNECT
PER CODE:NEC 690.17(E),CB ENPHASE IQ COMBINER BOX DESCRIPTION DATE REV
i_ is :. . ___________
LABEL LOCATION:
LABEL LOCATION.
POINT OF INTERCONNECTION
CONDUIT,COMBINER BOX
PER CODE:NEC
(PER CODE:NEC690.31(G)(3)(4)&NEC 690.13(G)(4) [ )(7))
[Not required ifpanellelboar ward(D is rated not less than sum of ampere ratings
of all overcurrent devices supplying it]
Sigiahre with Seal
LABEL LOCATION:
POINT OF INTERCONNECTION
(PER CODE:NEC 705.12(D)(4))
ADHESIVE FASTENED SIGNS:
•THE LABEL SHALL BE SUITABLE FOR THE ENVIRONMENT
WHERE IT IS INSTALLED.
•WHERE REQUIRED ELSEWHERE IN THIS CODE,ALL FIELD
APPLIED LABELS.WARNINGS,AND MARKINGS SHOULD
COMPLY WITH ANSI 2535.4[NEC 110.21(B)FIELD MARKING].
•ADHESIVE FASTENED SIGNS MAY BE ACCEPTABLE IF
PROPERLY ADHERED.VINYL SIGNS SHALL BE WEATHER MARKING CONTENT AND FORMAT
RESISTANT[IFC 605.11.1.3] PROJECT NAME
NOTE : LABELS MAY COME IN DIFFERENT COLORS
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•• No.85803 •2= J N J
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ELECTRICAL NOTES:
1).UTILITY HAS 24-HR UNRESTRICTED ACCESS TO ALL PHOTOVOLTAIC SYSTEM
COMPONENTS LOCATED AT THE SERVICE ENTRANCE.
2).WORKING CLEARANCES AROUND THE EXISTING AND NEW ELECTRICAL SHEET NAME
EQUIPMENT WILL BE MAINTAINED IN ACCORDANCE WITH NEC ARTICLE 110.26.
3).ALL EQUIPMENT INSTALLED SHALL BE LISTED BY A NATIONALLY RECOGNIZED PLACARD
TESTING LABORATORY(NRTL)PER NEC ARTICLE 110.3.
4).RACKING CONFORMS TO AND IS LISTED UNDER UL 2703.
5).ALL LABELS OR MARKINGS SHALL BE VISIBLE AFTER INSTALLATION. SHEET SIZE
THE LABELS SHALL BE REFLECTIVE,AND ALL LETTERS SHALL BE CAPITALIZED ANSI B
AND SHALL BE A MINIMUM HEIGHT OF 9.5 MM(3/8 IN)IN WHITE ON A RED BACKGROUND.
6).CONDUCTORS EXPOSED TO SUNLIGHT SHALL BE LISTED AS SUNLIGHT RESISTANT PER 11" X 17"
NEC ARTICLE 300.6(C)(1)AND ARTICLE 310.8(D).
7).CONDUCTORS EXPOSED TO WET LOCATIONS SHALL BE SUITABLE FOR USE IN SHEET NUMBER
WET LOCATIONS PER NEC ARTICLE 310.8(C). p``_7
rV
MONO POLY G0M
3DS0tAR.
E�
ELECTRICAL DATA(STC)
REVISIONS
( •( I 1 i DESCRIPTION DATE REV
605auMaximum Power Voltage V, (V) 33.139 32.838 32.537 32.236
- - - - ____ __ ii
H E LIEN E Open Circuit Voltage Va(V) 39.830 I 39.679 39.528 I 39.377- - -00-CELL MONOCRSTALLINE ODULE
- ____ __ ii
Module Efficiency* €Eff(%) 18.6 18.3 18.0 17.7
SIC-Standard Test Conditions:Irradiation 1000 W/m2-Air mass AM 1.5-Cell temperature 25°C
Calculated using maximum power based on full positive output tolerance 1-0,+4.991 Wp lawre w m Seal
MECHANICAL DATA
If I
- \ - -
{ • Weight* 20 kg(43.9 His)
ijI - -
1 f
Junction Box IP-67 rated with bypass diodes
e `
6 t r Front Glass low-iron content.htgh-transmission PY solar mss
PROJECT NAME
Calculated using 3.2mm PY glass.if 4mm profile is requested weight lead will vary
• CERTIFICATIONS
N-BLACK INTEGRATION-BLACK FRAME'&BACKSHEET W
1 IEC Usted IEC 61215,IEC 61730 Z
All Heliene modules are certified under the California Energy Commision(CEC)Listing Report W
PERFECT FOR HIGH VISIBILITY APPLICATIONS TEMPERATURE RATINGS PACKAGING CONFIGURATION M
1
Modules per 53'trailer: 750 pieces U)
Temperature Coefficient of PN. ;0.045%rc
MANUFACTURED ACCORDING TO INTERNATIONAL W o U)
N _
J J
QUALITY SYSTEM STANDARDS:IS09001 m _
Temperature Coefficient of i, O a I
}
GUARANTEED POSITIVE POWER SORTING:[-0:+4MAXIMUM RATINGS
Mao WPI W N
Max System Voltage 1500Y(U I!IEC)
LINEAR PERFORMANCE GUARANTEE �J
■O .aa.,er , - WARRANTY
x? .aox Af1p YA( 25 Year linearowe
Pr 6wranrtee SHEET NAME
Nf3t8 (Refer to product warranty page for details) 2 EQUIPMENT
SPECIFICATIONS
eamz
>5a0% CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT, SHEET SIZE
®2016 Heliene Inc.All rights reserved.Specifications included in this datasheet are subject to ANSI B
70A4" o = ■T■ change without notice.
HELIENE
11" X 17"
SHEET NUMBER
PV-8
3ESOLAR 4kw
Data s4eet PRELIMINARY,/US EnphaSe IQ 7, ,,and IQ 7X Microinverters
Ettphase Micro/nrerterS � }
REVISIONS
INPUT DATA(DC) IQ7-60-2-U8 IQ#PLUS 74 2 US IQ77I-96 2-US DESCRIPTION DATE REV
[rb , 5W 400Wt °a. - `ray YNL
Module compatibility 60 cellPV modules only 60 cell acid 72-cell PVmodiies $6cei PV modulas
Peak flower tracking voltages 27 V 3711 27V-45V SS V-64V
phase The high-pow arna tgrid-ready �`,. �' yam€
En Enphase IQ 7 Micro-and Enphase 0 7+Micro"' Mm/Max start voits9e 22 V/48 V 22 of s0V 310 V r sor v
chart ircutt
IQdrarr It lly simplify the installation ocesswhil ' i
y � �� and 7X � DverxQhage ciesa 3?C purl: 1t t It
>aWi m e hhert 3 system ffic' .... . t 1"pY Q i eYn g h � ,....,. 04 04
■�ar Signature with Seal
M I L I O U I t 1�7 array cocftguratdon I x 1 ungrounded eri�ay;No edd+ttorrel DO,ads prntectton required
NaPart of the Fnphase IQ S,terr►,the IQ 7.I }7+and AC td+:protection'requlres max 204 psi branch r lreun
7X rt
7X Micro 1r71t�tBtP seamlessly with 111P FrYllhe�.9E' OUTPUT DATA(AC) k0?Atkrormrerter IQ 7+M etnrarter IQ Mioroisre ax
PeakoutIQ envoy.a,Enphase Q Aggrec tf5r",Enpha IQ" utpower „_.. .250 VA 295.VA -.
Maximum cbmitip ,s tputpower 249 VA 790 VA 315 VA
Batt`,and a Eript a'se Frrtlgt ten" onItorIng 2402I1�;�z r202V/ 240V1 2U8Vf 240V/ �y'
and analysis softwarc. ;.s. .qua.a.k .,,.a -„ <- ,x F15329V 211764V 153fl!V '�,M,,,,, ..,w .. iF'
Masinum eont.rruaus output current 1.it A 116 A 1.21 A 1 ;A 1.31 A 1.51 A
The IQ 'lies_Microinverters extend the relia6il ty' 60 I-tx 60Hz 60 lIz
Standards set forth byprey ous genertFcxis and Extended frequency range 47.bs Ftz k7 6a viz 47 rs6 ttz
Afx 'l reuit-Mt � Oir ... .x.; ..p- Arms I 3 �' ,,
under Overa m liicn hours of power-on to tin
MaxinurnunitsFser20A(L-:k)brand'tircust 16 240 VAC) 13 24C VA 12('2410 VAC).
enabling.Ef1phase to provIde an industry-leading 13 205 VA 0j 11 X18 VA It(208 VAC) PROJECT NAME
warranty of up to 25 years. 0vsrvolage clasa AC part Iii III ill
AC port backfeed current CA CA 0 A
Pserfacnrlrg lU 1.0 1.0
Power fetter(edlustable). 0.7 leading .,0.7lagging 0.7 leading...0.7 lagging 0.7 reading...0,1 tagging W
EFFICIENCY l 1240 V @208 V @240 @208 V @240 V 0208 V C)
Easy to Install CEOwsic _fftciency .r-, ,..97.0% 55.5%
MECHANICAL DATA IQ 7 Mferpittverter IQ 7+Mtorelnv.rter IQ 7X Mlcrotnwrtar l,LJN
• Lightweight and simple
Faster'rnstallationwith improved,lighter two-wire cabl �
Relative hurrtldrty range 4%to 100%(corldnsing)
• iltlt�ht rapidshutd6N{T:Gil4tpiF8i it(NEC 201:•: :& 17 w=-C inflect, , ' - - ' apJ ,` °C.��' i i LJJ M
pimensions"tHaD) 2,12tnma175mmx30.2mm(wi out bracket)
(n
Productive and Reliable � � _.=,. ,=w,,..H m h -s '
Cootrng Natural convection Nv fersa N
Optitr d for high Peet!60-odds;72-cells,and Approved for wet Icettorta Yes
PolfuYwrr degrr pD3
�
96gl1* modules
• More than a million hours of teat 00
:_ - ., class i1dCGllk l' ittIatedenclosure �. ..F,-..Encs ,.,,.,- �" v,.:.,.weu� x- _�` M �-3_- .�..r.. .1;,a, acs ,d� -�.� --. a r -.-..-- +c'`°' _... .a,,,,,,,,. d'
O0c }
u
• ErrvIronnwrttalcategory!UVexxpesure ng NEMATyga6'tvutdcor
UL hated
FEATURES W
maticn J N
Smart Grid Ready M[+ Fing lten rnri
oitcriiig opUois 0
• Complies with advanced id s+ voltage ar.d r � ' aae t E I b�7rts1 fe>dv
ret4uencyrtde throaghrequiresnents \ dbyfi 0.
• Remotely updriteato respond to changin CamRiiance GA Rule 21(UL 17'41-SA)
grid requirements UL 62109.1,UL1741/IEEE15a7y F(�C Pert 15 Class B,ICES 0003 Is 8,
GllirifGS 1-C22F NO.103,1 0
Configurable for varying Crtdprofiles Thidjct UI Listed as PV Rapid Shut Dawn Equipment end ccr'fom with FC-2014and
• Meets CA Rule 21{UL 17411-8 J NEC-2D17 awttm 64C-12 Snd c22,1-2015 Kula 64-2'S RapId Shutdown of PV Systems,forAc, SHEET NAME
and DC conductors when installed accord:ngmriufaoturerafnatructon3.
EQUIPMENT
* lQ+Mroraia?§4rr;b4u4SpCgt a eI medWee 1.Na enE rrwd D CJ0.C cat,a Seaila ccmoati6irrrf catws�+r ataaosceurr/enIs>iPartda-caanpetity
SPECIFICATIONS
�I rid rtk�F isrerMi�a1 c0 eupPtsctgtr-tse[tmdd>fles, �.i4cmtnal vzitte}Fe r�n0e cantae�xtandecf b0.mmd nrtnrl'natffrreii b�U+e Wliy
TO leaft7 more about E#iphase offerings,visit ipliilsiil,corn a EN PHASE. To earn more about Eli ase offerings,visit enphase f t17 a EN PHASE SHEET SIZE
i toTEphrase:nsr .nutt&jt reaer:ed.Al rrp ernMsor.laardsusadarettrer erhta Eriplretr`anw,,Mre;:.
eM?11 1a 1lE.iM'
11rr X 1 71
SHEET NUMBER
PV-9
3 SOLAR
Data Sheet
Enphase Networking
Enphase IQ Combiner
MODEL NUMBER REVISIONS
IQ AM1 40-B IQ ombiriel with E Merl grade 1 production metering DESCRIPTION DATE REV
(ANSI:rtiZ # l'!} +} optional consumption monitoring ; "!fw .
ACCESSORIES(order separately)
The Enphase IQ Combiner"'with Enphase IQ Envoy'" Enphase tie r t Plug and play industrial gra cellular �a plan ,to 60
Enphase1 ,... � � �[ t in Islands,
consolidates interconnection equipment into a �c Isadetittatex l�service the tallatlr °�
IQ Combiner l
single enclosure and streamlines PV installations by Consumption Monitoring CT Split core current transformers enable whole home consumption metering(+/-2,5%),
CT-200-SPLIT
(X-IQ-AM1-240-B) providing a consistent,pre-wired solution for residential ELECTRICAL SPECIFICATIONS
applications. Rating _ Continuous duty Signature with Seal
Solar branch circuit breakers Three 2-pole 20 A/240 VAC DIN rail-mounted breakers
Maximum system voltage ...., 240 40-VAC
Rated output current 48 A
Rated Input current,each input 16 A
Maximum fuse/circuit breaker rating(output) 60 A
Production Metering CT 200 A solid core pre-Installed and wired to 10 Envoy
MECHANICAL DATA
Weight 5.1 kg(11.2 Ibs)
Ambient temperature range , �.. PROJECT NAME
` n ii pii w + ii i i r i li lii w l l lio'il ii 9I ":i Smart Cooling Vented,natural convection,plus heat shield
1 Enclosure environmental rating r Outdoor,NR # rtitied,NEMA type 3 , �t construction .....,
• Includes IQ Envoy for communication .ter,
Wire size 14 to 6 AWG copper conductors for branch inputs.
and controlW
14 to 4 AWG copper conductors for combined output.
• Flexible networking supports Wi-Fl,Fi, Follow local code requirements for conductor sizing.
Ethernet,or cellular Altitude TD,2000in 65160 a , W
INTERNET CONNECTION OPTIONS
Simple integrated WI-flw
• Three pre-installed 20 A/240 VAC
Ethernet 802.3,Cat5E(or Cat 6)UTP Ethernet cable not included J
(n
circuit breakers Cellular ,. .:_ ..-0 .. .. + 1w13EM-03(40)-not included .,:
2
• Provides production metering and optional COMPLIANCE ( 0 J
consumption monitoring. Compliance,Combiner UL 1741 J CV
Compliance,IQ Envoy UL916 g =
O
CAN/CSA C22.2 No.61010-1 dD }
Reliable 47 CFR,Part 15,Class B,ICES 003 2 _
IEC/EN 61010-1:2010, } i1
• Durable NRTL-certified NEMA type EN50065-1,EN61000-4-5,EN61000-6-1,EN61000-6-2 W
3R enclosure cy c N
aw// Meter 20 aCCur�a ass 0 5
n gAN i 1
• Five-year warranty
m
SHEET NAME
UL EQUIPMENT
To learn more about Enphase offerings,visit enphase.com SPECIFICATIONS
LISTEDE N P H A S E O 2017 Enphase Energy.All rights reserved.All trademarks or brands in this document are registered by their respective owner. E N P H A S E
To learn more about Enphase offerings,visit enphase.com u . .2017-08-17 V SHEET SIZE
ANSI B
11" X 17"
SHEET NUMBER
PV-10
3[ SOLAR
REVISIONS
DESCRIPTION DATE REV
Signature with Seal
QRai[ t — Fully Integrated Mounting and Racking System Fast, Simple Installation: It Just Clicks
l h kTecnoo n
The QRail Series is a strong and versatile solar array mounting system that provides unrivaled benefits to solar QClic g�
designers and installers.Combined with Quick Mount PV's industry-leading waterproof mounts,QRail offers a The universal mid and end clamps use patented QClick
complete racking solution for mounting solar modules on any roof. technology to simply"click"into the rail channel and
ors r remain upright,ready to accept the module.The
Easily design array configurations with the QDesign software pre-assembled clamps fit virtually all module frames and
a precise bill of materials for all the mounting,racking and reducing installation time.
application.Generate complete engineering reports and calculate require no extra hardware,eliminating pre-loading and PROJECT NAME
accessories needed for a complete solar array. UNIVERSAL END CLAMP UNIVERSAL BONDED MID CLAMP
1 2 3 2 clamps for modules from 2 clamps for modules from
W
30-45mm or38-50mm thick 30-45mm or38-50mm thick Q
Z
Comprehensive, One-Source Solution Installing is as easy as 1-2-3 click! co M
w Cn
lice Technoloy
QRail,together with Quick Mount PV's waterproof mounting products,provides the benefit of a single sourced, QSn N } uj
seamlessly integrated rooftop installation that works with all roof types—composition/asphalt shingles, QRail's innovative internal QSplice installs in seconds,requiring no W N JIO
flat or curved tile,metal shingle,shake,slate and low slope roofs.The QRail system also works with any roof tools or screws.Simply insert QSplice into the rail and slide the other o =
attachment system for maximum flexibility, rail on to create a fully structural,bonded splice.An external splice is QSPUCE 0 CO
also available. > n.
W W
Superior Strength and Versatility 1 2 3 o N
QRail is engineered for optimal structural performance.The system
Installs in seconds-no tools or hardware required
is certified to UL 2703,fully code compliant and backed by a 25-year HEAw
warranty.QRail is available in Light,Standard and Heavy versions to
match all geographic locations.QRail is compatible with virtually all sTu�aAR° Fully Integrated Electrical Bond i n g
SHEET NAME
LIGHT
modules and works on a wide range of pitched roof surfaces.Modules The QRail systemprovides an integrated electrical bonding path,ensuring that all exposed metal parts and EQUIPMENT
QRails come in two lengths— y g p
can be mounted in portrait or landscape orientation in standard or the solar module frames are electrically connected.All electrical bonds are created when the components are SPECIFICATIONS
168 inches(14 ft)and 208 inches(17.3 ft)
shared-rail configurations. Mill and Block Finish installed and tightened down.
SHEET SIZE
ANSI B
11" X 17"
SHEET NUMBER
li PV-11
3CSO
ITEM
THIS EDGE TOWARDS ROOF RIDGE NO. DESCRIPTION QTY.
FLASHING, ROUNDED CORNERS, 9"X 12"X .040", .438"HOLE, 5052, REVISIONS
1 MILL 1 DESCRIPTION DATE REV
2 L-FOOT, 2"X 3.30"FOR .438"O.D. FASTENER, 2-1/16"SLOT, 6061- 1
T6/6005A-T61, MILL
3 WASHER,SEALING, 5/16"ID X 3/4"OD, EPDM BONDED SS 1
4 LAG SCREW, HEX HEAD,5/16" x 4", 18-8 SS 1
*5 STRUCTURAL SCREW, QMPV,T-30 HEX WASHER HEAD, 5/16"X 4-1/2", 1
18-8SS s; turewtt1ise
12.00 LJ 4
( 4.20) * STRUCTURAL
3.00
3 SCREW
PROJECT NAME
AVAILABLE ON
QMLM-ST
4.50 VERSIONS ONLY U
9.00 21111111 z
IIw N
w
2.00 CDD -J
Li 1.00 I } _U)_
0.408r __ e i
w o �
2.09II
0 0
I I AVAILABLE IN MILL,
3.30 .90) 1 AND BLACK FINISHES w N
Quick Mount PV
.040 A A TITLE:
(2 50) 1 (3.54) 275 4.04 QMLM & QMLM-ST: L-MOUNT, 2-
. ---- 1 /1 6" SLOT�_ SHEET NAME
QMLM QMLMST UNLESS OTHERWISE SPECIFIED: SIZE DRAWN BY: AAP ? REV SP
I EQUIPMENT
DIMENSIONS ARE IN INCHES ECIFICATIONS
TOLERANCES: A DATE: 4/4/2019 ' 11
- -- FRACTIONAL±1/8 � I _._ SHEET SIZE
PRO►IITETARTANGCONFroENnlu � � - � TWO PLACE DECIMAL t.19 __. _ ' ""
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF QUICK MOUNT PV.ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE DO NOT SCALE DRAWING 1 .
WRnTEN PFTtMISSION OF QUICK MOUNT PV LS PROW&TED. COPYRIGHT 2019 QUICK MOUNT PV THREE PLACE DECIMAL x.094 SCALE:1:4 ;WEIGHT.0.7565 SHEEP 1 OF 1 ANS( B
5 4 3 2 1 11" X17"
SHEET NUMBER
PV-12
Structural..... quick Mount PV'0
f.i .
ENNUI' I' 1 RESPECT. THE ROOF
Ingenuity in Engineering
REVISIONS
Rail Spans for Quick Mount PV QRail Standard System DESCRIPTION DATE REV
Mean Roof Height: 0<h≤ 15 ft Panel Orientation: Portrait
Table 3 Roof Angle: 7<0 ≤27 degrees
Exposure Category: C
Roof Ground Wind Speed(mph)
Wind Snow
Zone Load s 100 110 120 130 140 150 160 170 175 180 190
0 116 116 112 106 98 91 85 80 78 75 71 Slgahme stn Seal
10 99 97 95 92 90 87 85 80 78 75 71
20 80 80 79 78 76 75 73 72 71 71 69
30 67 67 67 67 67 67 66 64 64 63 62
Zone 1 40 59 59 59 59 59 59 59 59 58 58 57
50 54 54 54 54 54 54 54 54 54 54 53
60 49 49 49 49 49 49 49 49 49 49 49
70 46 46 46 46 46 46 46 46 46 46 46
80 43 43 43 43 43 43 43 43 43 43 43
90 41 41 41 41 41 41 41 41 41 41 41
0 100 90 83 76 70 66 61 58 56 54 51 PROJECT NAME
10 99 90 83 76 70 66 61 58 56 54 51
20 80 80 79 76 70 66 61 58 56 54 51
30 67 67 67 67 67 66 61 58 56 54 51 W
Zone 2
40 59 59 59 59 59 59 59 58 56 54 51 Z
50 54 54 54 54 54 54 54 54 54 54 51 Q
60 49 49 49 49 49 49 49 49 49 49 49 M
70 46 46 46 46 46 46 46 46 46 46 46 LLJ ch
80 43 43 43 43 43 43 43 43 43 43 43 LL
90 41 41 41 41 41 41 41 41 41 41 41 W
0 80 73 66 61 57 53 49 46 45 44 41 m
10 80 73 66 61 57 53 49 46 45 44 41 0 Z
20 80 73 66 61 57 53 49 46 45 44 41
30 67 67 66 61 57 53 49 46 45 44 41 _
Zone 3 40 59 59 59 59 57 53 49 46 45 44 41 LLI W
N
50 54 54 54 54 54 53 49 46 45 44 41 -�
60 49 49 49 49 49 49 49 46 45 44 41
70 46 46 46 46 46 46 46 46 45 44 41
80 43 43 43 43 43 43 43 43 43 43 41 f37
90 41 41 41 41 41 41 41 41 41 41 41
Notes:
1. Tables are based on critical rail span for load combinations as specified in chapter 2 of the ASCE 7-10 SHEET NAME
and allowable design loads per the 2015 Aluminum Design Manual. SPAN TABLE
2. Panels are assumed to be in portrait orientation with a maximum length of 67.5"
SHEET SIZE
959 Larchmont Court,Aurora,IL 60504 10/3/2018 ANSI B
630-219-1997(P)
www.structuralenginuityinc.com C3 11" X 17"
SHEET NUMBER
PV-13
PHOTOVOLTAIC ROOF MOUNT SYSTEM
39 MODULES-ROOF MOUNTED - 11 .70 kW
DC 3 S
4809 20TH ST, ZEPHYRHILLS, FL 33542
REVISIONS
PROJECT DESCRIPTION:
F ARRAY LOCATION DESCRIPTION DATE REV
39 X 300 HELIENE 60M-HBLK(300W)MODULES
ROOF MOUNTED SOLAR PHOTOVOLTAIC MODULES
SYSTEM SIZE: 11.70 kW DC SIC
ARRAY AREA#1:369.6 SQ FT. ` I I l l l lI,,,,
ARRAY AREA#2: 123.20 SQ FT. ���S� NG•TR(/ '1'i,
ARRAY AREA#3: 193.60 SQ FT.
IVSj %'
EQUIPMENT SUMMARY
39 HELIENE 60M-HBLK(300W)MODULES signab"vAthseal
.- - : * _
36 ENPHASE IQ7-60-2-US MICROINVERTERS - -
- ': STATE OF •:���
2OTh ST �' s ►�,• ••� ,,,,
ROOF#3
PROPERTY LINE - 132'-0'1 (11)HELIENE 60M-HBLK(300W)
_-_ 2 HOUSE PHOTO
- -
-i �_ ------ ---------�--� PROJECT NAME
1 SCALE:NTS
(') EXISTING
DRIVEWAY I x s PROJECT SITE W
I "— 18'-7" I I U a. ' Z
1-STORY
I $
W
HOUSE •
O I V/ I Q II t:- _�j w M
N
(E)MAIN SERVICE PANEL I } d
------ ----- ---------� w .. � .... . W W
- - 59'-4" �
3 VICINITY MAP o N
-- - - -"-- - - KISHALLCOMPLY
ING SCALE:NTS
ROOF#2 �; PROPECOMIFLORIDA BUILDING COD�IEET INDEX m
(07)HELIENE 60M-HBLK(300W) N NATIONAL ELECTRIC CODE, PV-1 SITE PLAN WITH VICINITY MAP
AND THE CITY OF ZEPHYRHILLSPv-2 ROOF PLAN&MODULES
ROOF#1 (E)FENCE(TYP.) ORDINANCES PV-3 STRING LAYOUT
(21)HELIENE 60M-HBLK(300W) PV-4 ATTACHMENT DETAIL SHEET NAME
PV-5 ELECTRICAL LINE DIAGRAM SITE PLAN &
PV-6 WIRING CALCULATIONS
REVIEW DATE__,Qt•T 3 7 PLACARDS VICINITY MAP
^ L �„..� 13 EQUIPMENT SPECIFICATIONS
CITY OF ZEPHYRH SHEET SIZE
PI.AIJ F.XAkIak' . GOVERNING CODES:
RIDA BUILDING CODE,6TH EDITION 2017 EDITION(FBC) ANSI B
FLORIDA RESIDENTIAL CODE,6TH EDITION 2017(FRC) 11"X 17"
/�
FLORIDA PLUMBING CODE,6TH EDITION 2017(FPC)
1 SITE PLAN WITH VICINITY MAP FLORIDA MECHANICAL CODE,6TH EDITION 2017(FMC)
NATIONAL ELECTRIC CODE,2014(NEC) SHEET NUMBER
PV-1 SCALE: 1"=16' ARTICLE 690,NEC 2014 CODE BOOK p`,-
\ r V
MODULE TYPE, DIMENSIONS &WEIGHT
NUMBER OF MODULES=39 MODULES 20TH ST
MODULE TYsE HELIENE 60M-HBLK(300W)MODULES FRONT OF REST DENCE 3 5
WEIGHT'=43.9 LBS/20 KG.
MODULE DIMENSIONS=65"x 39"= 17.60 SF
UNIT WEIGHT OF ARRAY=2.49 PSF 4'_0"
ROOF DESCRIPTION (TYP.)
ROOF#3
ROOF TYPE ASPHALT SHINGLE I TILT-16°
T- - AZIM.-0° ROOF#3 REVISIONS
ROOF RAFTERS DESCRIPTION DATE REV
ROOF AZIMUTH RAFTERS SIZE lo u- (11)HELIENE 60M-HBLK(300W)
TILT SPACING 1'-4" MAXIMUM
#1 16° 180° 2'X4" 24"O.C. - ' I
#2 16° 270° 2"X4" 24"O.C. 0° CANTILEVER
bo \
#3 16° p° 2"X4" 24"O.C. \\,
-
ARRAY AREA& ROOF AREA CALL'S (E)MAIN SERVICE PANEL ;\\.
(E)UTILITY METER \ -
'� a i with Seal
ROOF ROOF (N)VISIBLE LOCKABLE
#OF ARRAY AREA AREA \ p
ROOF AREA LABELED FUSED AC DISCONNECT
MODULES (Sq.Ft.) COVERED BY
(Sq.Ft.) . _
ARRAY(%) (N)COMBINER BOX
#1 21 369.18 587.60 63 a \ M
#2 7 123.06 281.60 44 3/4"CONDUIT RUN \ \ `\ ,\ N
#3 11 193.38 426.33 45 \ \
(N)JUNCTION BOX � \ \,, ,\
U u II ROOF#2 2
TILT-16°ZIM.-270° \1� \ PROJECT NAME
A \ \..\. ih
38.9811 7 '11
I ,J1'O• = ROOF#2 \\j W
STATE OF � \
O�•,•. • �� (07)HELIENE 60M-HBLK(300W) 0
IC' O R 1 aP � ��.` -� 10'-2"
W
�'' ��NAIL `' \\` R OF#1 36'-7" WIND ZONE 3(TYP.)
HELIENE ATIM-180° ROOF#1 WIND ZONE 2(TYP.) W o J
(21)HELIENE 60M-HBLK 300W) WIND ZONE 1 (TYP.) N J
60M-HBLK(300W) ( m
(N)(39)ENPHASE IQ7-60-2-US O a W
MICROINVERTERS
(N)QUICK MOUNT QRAIL(TYP.) W w
1. APPLICABLE CODE: 2017 FLORIDA BUILDING CODE(6TH EDITION)&ASCE 7-10 MINIMUM N
DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES. (79)PV ROOF ATTACHMENT
2. LAG SCREW DIAMETER AND EMBEDMENT LENGTHS ARE DESIGNED PER 2017 FLORIDA BACK OF RESIDENCE @ 48" O.C. MAX. 0
BUILDING CODE(6TH EDITION)REQUIREMENTS. ALL BOLT CAPACITIES ARE BASED ON A
SOUTHER YELLOW PINE(SYP)RESIDENTIAL WOOD ROOF RAFTERS AS EMBEDMENT MATERIAL.
3. ALL WIND DESIGN CRITERIA AND PARAMETERS ARE FOR HIP AND GABLE RESIDENTIAL ROOFS, LEGEND
CONSIDERING FROM A 7°TO A MAXIMUM 23°(5/12 TO A MAXIMUM 7/12 PITCH)ROOF IN
SCHEDULE. CONTRACTOR TO FIELD VERIFY THAT MEAN ROOF HEIGHT DOES NOT EXCEED 15'-0".
4. ROOF SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM 6511,AND IS THE RESPONSIBILITY OF THE CONTRACTOR TO PILOT DRILL AND FILL ALL HOLES. JB -JUNCTION BOX SHEET NAME
5. ALL DISSIMILAR MATERIALS SHALL BE SEPARATED WITH NEOPRENE WASHERS,PADS,ETC OR SIMILAR. [ iICB -COMBINER BOX ROOF PLAN &
6. ALL ALUMINIUM COMPONENTS SHALL BE ANODIZED ALUMINIUM 6105-TS UNLESS OTHERWISE NOTED.
7. ALL LAG SCREW SHALL BE ASTM A276 STAINLESS STEEL UNLESS OTHERWISE NOTED. ACD -AC DISCONNECT MODULES
8. ALL SOLAR RAILING AND MODULES SHALL BE INSTALLED PER MANUFACTURER INSTRUCTIONS.
9. CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE INSTALLED AND SEALED PER 2017 FLORIDA BUILDING CODE(6TH EDITION)OR LOCAL GOVERNING CODE. M8P -MAIN SERVICE PANEL
SHEET SIZE
N NOTE TO INSTALLER: UM -RAFTERS-UTILITY METER ANSI B
1 FIELD ADJUSTMENTS CAN BE MADE TO THE LAYOUT OF THE ARRAY
ROOF PLAN AND MODULES 11" X17"
s ROOF LAYOUT NOTE -CONDUIT
PV-2 SCALE:1/8"=1-0" SOLAR PANEL LAYOUT IS CONCEPTUAL,BUT AS PROVIDED,CONFORMS WITH THE REQUIREMENTS SHEET NUMBER
SET IN SHEET PV-2 CONTRACTOR MAY ADJUST PANEL LOCATION.SOLID CORNERS(4'X4')SHOWN > p -VENT, DISH(ROOF
S
OBSTRUCTIONS) PV-2
THE PLAN IS WIND ZONE 3.SEE 2017 FLORIDA RESIDENTIAL CODE(6TH EDITIO
N)FOR MORE DETAILS
� l
BILL OF MATERIALS
EQUIPMENT QTY DESCRIPTION
SOLAR PV MODULE 39 SILFAB SLA-M 300 3(*SOLAR
t u l II u tiiii,i INVERTER t
39 ENPHASE IQ7-fi0-2-US MICROINVERTERS
�`��`` K B• 'S/����i AC DISCONNECT 1 VISIBLE LOCKABLE LABELLED NON-FUSED AC
`�.` ��`•� C E N 3F,•� /��' DISCONNECT
Q`;'• 'P9 ATTACHMENT 79 QUICK MOUNT FLASHED L-FOOT
:'L =
* N0.85803 RAILS 22 QUICK MOUNT QRAIL(LIGHT)(TYP.)-168"SECTION REVISIONS
RAIL SPLICE 13 SPLICE KIT DESCRIPTION DATE REV
- _ MID CLAMPS 66 MID CLAMPS/UFO
���:•• STATE OF � END CLAMPS 24 END CLAMPS/STOPPER SLEEVE
�'.� •' 'c� O?:� ���`� GROUNDING LUG 6 QUICK MOUNT GROUNDING LUG
��'%S/ONAL•��`" DISCLAIMER:MATERIALS REQUIRED LIST FOR CONCEPTUAL USE ONLY THE
' h111II 20Th ST INTENT IS TO AID CONTRACTOR FOR ORDERING REQUIRED MATERIALS FOR
FRONT OF REST DENCE THE PROJECT.CONTRACTOR RESPONSIBLE TO VERIFY PRIOR TO SOLAR
EQUIPMENT ORDERING
S p�atwe with Seal
STRING#3
STRING#2
PROJECT NAME
I W
ma o N
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0 0 �
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N
STRING#1 m
BACK OF RESIDENCE
SHEET NAME
STRING
LAYOUT
SHEET SIZE
N ANSI B
11"X17"
STRING LAYOUT LEGEND
8
SHEET NUMBER
O O -VENT,DISH (ROOF OBSTRUCTION)
PV-3 SCALE: 1/8"=1'-0" PV_3
----- -STRINGS
(E)ASPHALT
SHINGLE ROOF TYP.
SOLAR MODULE -
3DSOLAF
REVISIONS
SEE(2/PV-4) FOR DESCRIPnON DATE REV
ENLARGED VIEW
l j
ri
(E)2"X 4"RAFTERS @ 24"O.C.
1 ATTACHMENT DETAIL SWmb"with Seal
PV-4 SCALE:NTS
III ,,�,/ 138
�``�Q:•� ��ENSFG'''' 1 1 5 139
150 120k
STATE OF 'I"* I M PROJECT NAME
'.�F••.�(O R 1 OP.=��`�` 148 of 148
138 wn.
nl►nn���� bw S58 U
(N)GROUNDING
END/MID CLAMP (N)QUICK MOUNT QRAIL(TYP.) 148 : i .—
(N)CAP SCREW, HEXs 150 LLI I-- J
FLASHING ,,�. o W
eartrntisw.ww : 178 +. 2
fitie..., : n . 180 J N
\ , (E)2"X 4"RAFTERS @ 24"O.C. � e>: � 1$8 ' '
�. ub=•i1lL43, - m
/ (1)5/16"DIA.X 3"MIN. +
EMBEDMENT LAG SCREW AT EACH ATTACHMENT POINT SHEET NAME
/ INTO EXISTING FRAMING ATTACHMENT
FIGURE 1OWA UL1IMATE DESIGN WIND SPEEDS, DETAILS DS,truer FOR RISK CATEGORY II BUILDINGS AND
OTItER STRUCTURES
SHEET SIZE
-- / DESIGN SPECIFICATIONS: ANSI B
WIND SPEED: 138 MPH 11" X 17"
2 RISK CATEGORY: II
ATTACHMENT DETAIL (ENLARGED VIEW) EXPOSURE CATEGORY:C SHEET NUMBER
ROOF HEIGHT: ft
PV-4 SCALE:NTS ROOF SLOPE : 16 PV-4
(39)SILFAB SLA-M 300(300W)MODULES
(39)ENPHASE IQ7-60-2-US
(3)STRINGS OF 13 MODULES r
(CONNECTED IN SERIES PER STRING) t L:
��•`````�``\Gl C E ••,'S�,��''i''' REVISIONS
' DESCRIPTION DATE REV
_ * No.85803 •2
13 MICRO-INVERTERS IN BRANCH CIRCUIT#1 ='U'
�� STATE OF
ti ti ti SatixewithSeal
- - - - - - - (N)60A ENPHASE IQ COMBINER TO UTILITY GRID
BOX(X-IQ-AM1-240-B)(1MTH(3) L1 L2 N
PRE-INSTALLED 20A PV SUPPLY SIDE TAP
BREAKERS AND ENVOY
COMMUNICATION GATEWAY] DOUBLE LUG,POLARIS TAP,
13 MICRO-INVERTERS IN BRANCH CIRCUIT#2 I BI-DIRECTIONAL UTILITY
OR EQUIVALENT SUITABLE FOR SUPPLY SI E M METER 1-PHASE,3-W,
JUNCTION BOX CONNECTION)'!P
120V/240V
600 V,NEMA 3
• • • UL LISTED
10A AC DISCONNECT: PROJECT NAME(E)MAIN SERVICE PANEL,
20A 60A FUSED,(2)50A 100A RATED,240V(V.I.F.)
L FUSES,240V NEMA 3R,
,V ti UL LISTED,
b _ COMPLY WITH
— — — — — — — — 20A 100A NEC 705.12(A)-SUPPLY
SIDE CONNECTION
20A (E)MAIN BREAKER TO
HOUSE 240V,100A/2P L1.1
L1 (V.LF) Z
L2
13 MICRO-INVERTERS IN BRANCH CIRCUIT#3 L M" Envoy-S * 11
WO It
G G M
f - - �}- - - - - - G N I
J (3)#8 AWG THWN-2 (3)#6 AWG THWN-2 _ GEC W I-
I V. iti (1)#8 AWG THWN-2 GND IN 314" CONDUIT RUN = J
GROUNDING O IN 3/4"CONDUIT RUN (1)#8 AWG THWN-2 GND N m
(6)#12 AWG THWN-2 m
ECTRODE SYSTEM Q
(6)#12 AWG THWN-2 (1)#8 AWG THWN-2 GND OO _
(1)#8 AWG THWN-2 GND IN 3/4"CONDUIT RUN >_ W
TERMINATOR CAP ON LAST CABLE IN 3/4" CONDUIT RUN wN
CONNECTOR AC TRUNK CABLE(TYP) gQ
LL
m
SHEET NAME
ELECTRICAL
LINE DIAGRAM
SHEET SIZE
ANSI B
11" X17"
1 ELECTRICAL LINE DIAGRAM SHEETNUMBER
PV-05 SCALE: NTS PV-5
SOLAR MODULE SPECIFICATIONS OCPD Calculations
MANUgACTURER HELIENE . 3ISO1AR
MODEL# HELIENE 60M-HBLK Breakers sized according to continuous duty output current.PV circuit nominal current based off#of modules per Circuit X(1.25[art.210.19(A)(1)(a)]X(1.0 Max AC current per micro-inverter)
PMAX 300W Circuit#1 =13 modules,Output Current w/continuous duty= 16.25<=20A Breaker
VMP 32.24A Circuit#1 = 13 modules,Output Current w/continuous duty= 16.25<=20A Breaker
IMP 8.92A Circuit#2= 13 modules,Output Current w/continuous duty= 16.25<=20A Breaker REVISIONS
VOC 39.38V System output current w/continuous duty=48.75<50A(System OCPD)
DESCRIPTION DATE REV
ISC 9.34A
MODULE DIMENSION 65"L x 39"Wx 1.6"D(In Inch)
INVERTER #1 SPECIFICATIONS
MANUFACTURER/MODEL# ENPHASE IQ7-60-2-US
NOMINAL OUTPUT VOLTAGE 240V Conductor Calculations
NOMINAL OUTPUT CURRENT 1.0A Wire gauge calculated from art.code 310.15(B)(16)with ambient temperature calculations from art.
310.15(2)(a). slsnaaae wIm seaI
For"On Roof'conductors we use the 90°C column ampacity,0.5"-3.5"off-the-roof temperature
AMBIENT TEMPERATURE SPECS adjustment from 310.15(B)(3)(c),and raceway fill adjustments from 310.15(B)(16).
SOURCE-TAMPA INTERNATIONAL AP For"Off Roof'conductors we use the 75°C column ampacity,or the 90°C column ampacity with the
relevant ambient temperature and raceway fill adjustments,whichever is less.
ASHRAE MEAN LOW TEMP -1° The rating of the conductor after adjustments MUST be greater than,or equal to,the continuous duty
AMBIENT TEMP(DB)(HIGH TEMP 2%) 33° uprated output current.
CONDUIT HEIGHT 0.5" Calculation Example-Wire Rating(90°C)x Ambient Temperature Adjustment x Conduit Fill Adjustment
55• >=Continuous Duty Output Current
ROOF TOP TEMP
(On Roof,): 12 gauge wire rated for 30 A,30 Ax.96 x 0.8(6 Conductors)=23.04A>15.0 A
CONDUCTOR TEMPERATURE RATE ON ROOF 90° (Off Roof,):8 gauge wire rated for 55A,55A>45A
CONDUCTOR TEMPERATURE RATE OFF ROOF 75• (Off Roof,):6 gauge wire rated for 75A,75A>45A
PROJECT NAME
MODULE TEMPERATURE COEFFICIENT OF Voc -0.30%/°K
NUMBER OF CURRENT ��` K' Bh(4s'� W0
PERCENT OF CARRYING CONDUCTORS IN CE N '�
Z
VALUES CONDUIT _ �";•
•�'\ No..
W
0.80 4-6 * : No.85803
0.70 7-9 0.50 10-20
STATE , L , _
• .',/ o -J
III O) 1
//ilnlIII" O 0o tY
W w
W N
m
ELECTRICAL NOTES
1.)ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL,AND LABELED FOR ITS APPLICATION. SHEET NAME
2.)ALL CONDUCTORS SHALL BE COPPER,RATED FOR 600 V AND 90 DEGREE C WET ENVIRONMENT.
3.)WIRING,CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY TO,AND LOCATED AS CLOSE AS POSSIBLE TO THE WIRING
NEAREST RIDGE,HIP,OR VALLEY. CALCULATIONS
4.)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL COMPLY WITH NEC 110.26.
5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS.CONTRACTOR SHALL FURNISH ALL NECESSARY OUTLETS,SUPPORTS, SHEET SIZE
FITTINGS AND ACESSORIES TO FULFILL APPLICABLE CODES AND STANDARDS.
6.)WHERE SIZES OF JUNCTION BOXES,RACEWAYS,AND CONDUITS ARE NOT SPECIFIED,THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY. ANSI B
7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. 11" X 17"
8.)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE SUPPORT RAIL,PER THE GROUNDING CLIP
MANUFACTURER'S INSTRUCTION. SHEET NUMBER
9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C.VIA WEEB LUG OR ILSCO GBL-4DBT LAY-IN LUG.
PV-6
. . � • • . . . . � . � , , r , , , r CAUTION: � SC� '
r
ELRCTRIC SHOCK HAZARD . . POWER TO THIS BUILDING IS ALSO SUPPLIED
DO NOT TOUCH TERMINALS r FROM THE FOLLOWING SOURCES WITH
TERMINALS ON BOTH LINE AND DISCONNECTS LOCATED AS SHOWN
LOAD SIDES MAY BE ENERGIZED LABEL LOCATION: LABEL LOCATION:
IN THE OPEN POSITION AC DISCONNECT,POINT OF INTERCONNECTION AC DISCONNECT,DC DISCONNECT,POINT OF METER AND MAIN SERVICE PANEL
LABEL LOCATION: (PER CODE:NEC690.54) INTERCONNECTION AT'® NON-FUSED AC DISCONNECT REVISIONS
AC DISCONNECT,POINT OF INTERCONNECTION (PER CODE:NEC690.56(C)) ENPHASE IQ COMBINER BOX DESCRIPTION DATE REV
PER CODE:NEC 690.17(E),CB
\\ / ________
LABEL LOCATION:
LABEL LOCATION: POINT OF INTERCONNECTION
CONDUIT,COMBINER BOX (PER CODE:NEC 705.12(D)(7))
(PER CODE:NEC690.31(G)(3)(4)&NEC 690.13(G)(4) [Not required if panelboard is rated not less than sum of ampere ratings
of all overcurrent devices supplying it]
Signature with Seal
LABEL LOCATION:
POINT OF INTERCONNECTION
(PER CODE:NEC 705.12(D)(4))
ADHESIVE FASTENED SIGNS:
•THE LABEL SHALL BE SUITABLE FOR THE ENVIRONMENT
WHERE IT IS INSTALLED.
11 •WHERE REQUIRED ELSEWHERE IN THIS CODE,ALL FIELD
APPLIED LABELS,WARNINGS,AND MARKINGS SHOULD
COMPLY WITH ANSI 2535.4[NEC 110.21(B)FIELD MARKING].
•ADHESIVE FASTENED SIGNS MAY BE ACCEPTABLE IF MARKING CONTENT AND FORMAT
PROPERLY ADHERED.VINYL SIGNS SHALL BE WEATHER PROJECT NAME
RESISTANT[IFC 605.11.1.3]
I1( BI s��i� NOTE:LABELS MAY COME IN DIFFERENT COLORS
Z
* : No.85803
STATE OF (V\ LU E.
cñ
l/lllllll111
p 0 �
LU w
J N
m
ELECTRICAL NOTES:
1).UTILITY HAS 24-HR UNRESTRICTED ACCESS TO ALL PHOTOVOLTAIC SYSTEM
COMPONENTS LOCATED AT THE SERVICE ENTRANCE.
SHEET NAME
2).WORKING CLEARANCES AROUND THE EXISTING AND NEW ELECTRICAL
EQUIPMENT WILL BE MAINTAINED IN ACCORDANCE WITH NEC ARTICLE 110.26. PLACARD
3).ALL EQUIPMENT INSTALLED SHALL BE LISTED BY A NATIONALLY RECOGNIZED
TESTING LABORATORY(NRTL)PER NEC ARTICLE 110.3.
4).RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. SHEET SIZE
5).ALL LABELS OR MARKINGS SHALL BE VISIBLE AFTER INSTALLATION.
THE LABELS SHALL BE REFLECTIVE,AND ALL LETTERS SHALL BE CAPITALIZED ANSI B
AND SHALL BE A MINIMUM HEIGHT OF 9.5 MM(3/8 IN)IN WHITE ON A RED BACKGROUND.
6).CONDUCTORS EXPOSED TO SUNLIGHT SHALL BE LISTED AS SUNLIGHT RESISTANT PER 11"X 17"
NEC ARTICLE 300.6(C)(1)AND ARTICLE 310.8(D).
7).CONDUCTORS EXPOSED TO WET LOCATIONS SHALL BE SUITABLE FOR USE IN SHEET NUMBER
WET LOCATIONS PER NEC ARTICLE 310.8(C). PV-7_7
' MONO OLY GO'
ELECTRICAL DATA(STC) REVISIONS
1 • 11 DESCRIPTION DATE REV
Maximum Power Voltage i V (V) 33.139 32.838 # 32.537 a 32.236 s- - -�O Open Circuit YoI,age V(V) 39.830 39.619 39.528 39.371
HELIENE
60-CELL I ONOC YSTALLINE MUDDLE
Madule Efficiency* Efl(%) 18.8 18.3 18.0 17.1
- - - - - ____ __ ii
STC-Standard Test Conditions:Irradiation 1008 Wlm2-Air mass AM 1.5-Cell temperature 25°C
*Calculated using maximum power based on full positive output tolerance 1-0,+4.991 Wp Signature with Seal
MECHANICAL DATA
' i Weight* 20 kE-MW.
I, v) - -
Junction Box- -
• Front Glass Lew-iron high-transmission PV solar glass
PROJECT NAME
Calculated using 32mm PY glass.if 4mm profile is requested weight load will vary
• CERTIFICATIONS
1 i j H—BLACK INTEGRATION-BLACK FRAME&BACKSHEET
•11ECListed IEC 61215,(EC 61730
Z
All Heliene modules are certd%ed under the California Energy Commision(CEO)Listing Report L U
PERFECT FOR HIGH VISIBILITY APPLICATIONS '"T TEMPERATURE RATINGS PACKAGING CONFIGURATION W M
Modules per 53'trailer: 750 places V-
Temperatu;Cmffici;entof
" -0.39%f C } -
MANUFACTURED ACCORDING TO INTERNATIONAL LU h— J
J N J
QUALITY SYSTEM STANDARDS:1509001 m rn =
Temperatu � 0.045%/°C O }..... w
GUARANTEED POSITIVE POWER SORTING:[-0:+4.99 WP] MAXIMUM RATINGS J N
Max System Voltage 15009(01/IEC) Q�Q
LINEAR PERFORMANCE GUARANTEE m
WARRANTY
rroeseek
u ADDED 25 year tinex Powm 6eararfee `t SHEET NAME
saao,t E "s (Refer to product warranty pate for details) EQUIPMENT
....... _ .........
SPECIFICATIONS
eoa
CAUTION;READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. SHEET SIZE
iaaox
�. ,� O2016 Heliene Inc.All rights reserved.Specifications included in this datasheet are subject to ANSI B
m00% M E r■ • Dchange without notice.
of o _ . � _ a . - 2I' waS .�. .9 HEUENE M. 11" X17rr
SHEET NUMBER
PV-8
3 : Std
114,a l'a'st PRELIMINARY J US
Enphase Micralmerters Enphase IQ 7,IQ 7+,and IQ 7X Microinvertersi
REVISIONS
INPUTDJ5TA:(pCj K17 49-x-US" 11QTPWS- -us Ir1R1F9k42•U$ DESCRIPTION DATE REV
Modnlacxfmpai slily fiQttllP rrtddulasonly 0-cft nd 2 ejlPXmtYtl s 94se1wrnoduias
Peak power traaking vo:kage 27'(-a7 V VV-45V 58V-64V
The hi pow r ,Smart d- r,dy .._-, ..d xn ,YY ,,'i-..` r ( � 3 {£� /b" +4if:7 �H. „
Enphase Etlph se 1Q 7 t ro'"acrd Enphase 1Q'7+Micro""IQ In .>€start vcritsge 2avr a v 6av as v v
s., ;,., �, .< ... ,, ..,:..
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P , t�a�fi' t __ .,�std�.; toa'requirss.niaycYOhAparrch. e�rft
tQ 3 tSYlif ró Thftè T ftlX? Fl IMF t'thFñpbae OUTPUT t7ATA(AC) Nr?Z*ftrwmrsrtvf IQ 7+M rOMnrter IQ 7X Mkcr+l►ilwerter
IQ Envoy Err A r attar';Enph IQ _,ry. .,,, „_
'` Q Ma*murn c�rntlnu"output pewrsr 2"404/k"~ 2904/4 315 VA
B�"4 acid tbEnptlase Etit, ttOn-trlcatlitor
aril Iyisspftlttrnrt:.
Mara tum coffdnuoma outp i Wrr nt 1.p A 11511. 1.21 A t39;A 1.81;4 1h1 A
Thy IQ Series MtonvertextePd the relic t
stardards set`farth tty prey,o"generatic is and Exrem d frer mmcyranga 47 6 ar 6a 11z 47 a3 Hz
.undergo over am Ilion hours ofteweron tetin . . _. .__ . .
Maximum tlnks P�?AA ixmt h: ir«+11 1&240 SfACj is 4o VAC9 12(240 VAC)
enabling Enp ass to provide an i dust€ 1 r1 1808 VAG`) 11(202 V4C 10(208YAC) PROJECT NAME
f1Y�f .�yf
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EffICIENC1r WADY @2CfY @240, 208,Y @40V @208'V U
Easy to Install
*Lightvreight anasin,ple: MECHANICAL DATA IQ 7 Mlaroiart�r Q 7+Mlcramtrarter 1Q.7X mr MlcroI vrt•r 0 c'J
• Paster ir�at•aiiation,afitfi iraproverd,t htertwo prrceasafrlatg M
FW ativs humTtq*l- 4#6 to 100*w0ow srng)
•Bulk-I t rapid ahuldown ompN$M(t EC 2014$2177) W M
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Dlmeristons 2zD) ZI2,mm-x 17Smm x,3A-lrnm(Wi hoist bracket LL
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aalinp Nafur�canvectlon No fans W
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FEATURES w w
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$matt.Grid I dy Mn 't thltMta0O,aril N1gf hl rr +ri"kr#r 4ptlsx[s
Campatit i+rlttr Errpffa7ta tQ Envoy
•Gom aq with ad?lsrlCeti grid suppott,yoltarje and
fraqueiy ride thmhrequlrei,wnte ti e
Rer iy updates to respond to changing . amplia CA halt 21(UL 17412A)
id r� ertmenis UL rr214k 1 4/1.17+YllEEE1,5A7'P4'C Part15 CI*ss) ICES-0003 Gl S� (�1lVXG8l1- 2�I�Q 10if-a1
• Congor'varyltg#lr&lprcfiee mtspooLUtLIsIad'asP4/Rap .SjiutDownEgi$pmintand ofonnawith'NEC-2AT4and
Mkt#•t°A Ruic 1(41L 1741 BAS, NE -2@1 3 89ctttxr6t317.1ER+st t 22 E Rule b 4l a1#aprllc#ShUtdawn of PV SyaUama,tnr At SHEET NAME
and t?C scpdtotawhan kggallacseirriMg mr+fawt�tr efslrraRruons.
U "" I>r*�1mco +larawt�rt +►m�e ,' EQUIPMENT
rntuc l�rarnrl r - 1.r�:�� rlscic ro se �adrla� uern •� ,p. SPECIFICATIONS
C L.� G ?hlaminal�rakkaserartgesarttea�standedtndnea>TnaClfr�iraii5y#AeatlRl�.
To le�alrnmo e.Qb4}r2Ft1#th Cfil efttgs ut8 f4�}las w�Crti r Gf7G Tel rnmortf ENPHASE, SHEET SIZE
� S7 �ttpsr::nesgy.Rr rigatx"�erne��'J1:t��e�daserbrar�wed sertliePr�G�1Foi`EFrplt�te�rrer�;h
Ed 7 t1 is m-r-M: ANSI B
11" X 17"
SHEET NUMBER
PV-9
Data Sheet
Enphase Networking
Enphase IQ Combiner
IQ Comb X-Q.A1-24 IQ Comine with MODEL NUMBER
. production REVISIONS
arc y ,• DESCRIPTION DATE REV
m �.: '
ACCESSORIES(order separately)
nphase The Enphase IQ Combiner'with Enphase IQ Envoy Enphase Mobi rmectw Plug and play-
consolidates interconnection11E�" industrial data plan 5d ;
UuIarsen, In the Installation are&)
IQ Combiner equipment into a CELL,
single enclosure and streamlines PV installations by Consumption Monitoring CT .ODEMO1(3G/5-year data plan) wherettierels adequate _
Spirt core t curren transformers enable whole home consumption metering(+I 2.5%).
(X IQ-AM1-240-B CT-200:-SPLIT
providing a consistent,pre-wired solution for residential
ELECTRICAL SPECIFICATIONS
applications.
cp,
Solar branch circuit breakers Signature with seal
Three 2-pole 20 A/240 VAC DIN rail mounted breakersMaximum System voltage 240
VAC
Rated output current 48 A
Rated Input currents each Input 164
Maximum fuse/circuit bleaker rating(output) 60 qProduon Meteg 200 4aoHd pre-Instaed and red 10 10 Envoy
mss;
MECHANICAL DATA ""
Weight
51 kg(11.2 lbs)
Ambient temp attire range,ate
Smart
Gaoling a ; PROJECT NAME
Vented natural convection plus heat shield
• Includes IQ Envoy for communication
and control Wire size
14 to 6 AW6 copper-conductors for branch inputs.
• Flexible networking supports Wi-Fi, 14 to 4 AWG copper conductors for combined output. (J,J
Ethernet,or cellular Follow local code requirements for conductor sizing (LI
. !!tude To 2000 meters(6,560 feet)
Simple INTERNET CONNECTION OPTIONS
Integrated WI-Ft 802.11b/g/ti
• Three pre-installed 20 A/240 VAC " s
Ethernet 802 3 Cat5E(or 6)UTP Ethernet cable not Included '
circuit breakers _
Cellular OptiOnal W � M
• Provides production metering and optional � Cl) •--I
COMPLIANCE �'�� _ LL.consumption monitoring.
Compliance,IQ Envoy N
Reliable s16 O o
CAN/CSA C22.2 No.61010=1
• Durable NRTL certified NEMA type 47 CFR,Part 15,Class B.ICES 003
3R enclosure
iEC/EN 61010-1:2010,
_
: EN500651,EN61000-4-5,5 EN61000 61 EN61000-6-2 2
• Five-year warranty Metering ANSI C12 20 accuracy class 05 }
J N II
m
II
SHEET NAME 4
� To learn more about Enphase offerings,visit enphase.c orn EQUIPMENT
To learn more about Enphase offerings,visit enphase.com a EN PH AS E. O 2017 En hase Energy. SPECIFICATIONS
P All rights reserved.All trademarks or brands in this document are registered by their respective owner.
2017-08-17 EN PHASE.
SHEET SIZE
LIi
ANSI B
11tr X 17"
SHEET NUMBER
PV-10
3 S
REVISIONS
DESCRIPTION DATE REV.
Signature with Seal
{ QRail'— Fully Integrated Mounting and Racking System Fast, Simple Installation: It Just Clicks
The QRail Series is a strong and versatile solar array mounting system that provides unrivaled benefits to solar QClick Technology"
designers and installers.Combined with Quick Mount PV's industry-leading waterproof mounts,QRail offers a The universal mid and end clamps use patented QClick
complete racking solution for mounting solar modules on any roof. technology to simply"click"into the rail channel and
remain upright,ready to accept the module.The
tw
Easily design array configurations with the QDesign software pre-assembled clamps fit virtually all module frames and
a precise bill of materials for all the mounting,racking and reducing installation time.
application.Generate complete engineering reports and calculate require no extra hardware,eliminating pre-loading and PROJECT NAME
tL _`
UNIVERSAL END CLAMP UNIVERSAL BONDED MID CLAMP
accessories needed for a complete solar array. 1 2 3
2 clamps for modules from 2 clamps for modules from W
30-45mm or38-50mm thick 30-45mm or38-50mm thick ()
Z
cllcki
M
Comprehensive, One-Source Solution Installing is as easy as 1-2-3
W
'
QRail,together with Quick Mount PV's waterproof mounting products,provides the benefit of a single-sourced, oSpllce Technology }
seamlessly integrated rooftop installation that works with all roof types—composition/asphalt shingles, QRail's innovative internal QSplice installs in seconds,requiring no J N J
flat or curved tile,metal shingle,shake,slate and low slope roofs.The QRail system also works with any roof tools or screws.Simply insert QSplice into the rail and slide the other 0 o W
rail on to create a fully structural,bonded splice.An external splice is QSPucE dam' >_
attachment system for maximum flexibility. 2
also available. >_ a
W
W
Superior Strength and Versatility LT
1 2 3 o N
QRail is engineered for optimal structural performance.The system
Installs in seconds—no tools or hardware required
is certified to UL 2703,fully code compliant and backed by a 25-year H�vr
warranty.QRail is available in Light,Standard and Heavy versions to
STANwaa Fully match all geographic locations.QRail is compatible with virtually all Fu y Inte grated Electrical Bond in g SHEET NAME
LIGHT
modules and works on a wide range of pitched roof surfaces.Modules The QRail system provides an integrated electrical bonding path,ensuring that all exposed metalparts and EQUIPMENT
QRails come in two lengths— y g p SPECIFICATIONS
can be mounted in portrait or landscape orientation in standard or 168 inches(14 ft)and 208 inches(17.3 ft) the solar module frames are electrically connected.All electrical bonds are created when the components are
shared-rail configurations. Mill and BlackFinish installed and tightened down.
SHEET SIZE
ANSI B
11" X17"
SHEET NUMBER
PV-11
3D*SOLARE.i.M
{ ..........
ITEM DESCRIPTION QTY.
cc_THIS EDGE TOWARDS ROOF RIDGE NO.
FLASHING, ROUNDED CORNERS, 9"X12"X .040", .438"HOLE, 5052, REVISIONS
1 MILL 1 DESCRIPTION DATE REV
L-FOOT, 2"X 3.30" FOR .438"O.D. FASTENER,2-1/16"SLOT, 6061-
2 T6/6005A-T61, MILL 1
3 WASHER,SEALING, 5/16"ID X 3/4"OD, EPDM BONDED SS 1
4 LAG SCREW, HEX HEAD, 5/16" x4", 18-8 SS 1
*5 STRUCTURAL SCREW, QMPV,T-30 HEX WASHER HEAD, 5/16"X 4-1/2", 1
18-8SS Sigrk Mwe wim seaI
12.00 *5
II
II
4
3.00 (4.L) * STRUCTURAL
3 SCREW
AVAILABLE ON PROJECT NAME
QMLM-ST
4.50 VERSIONS ONLY w
III v
9.00 2
z
o
2.00 w M
�=
1.00 u-
0.408 �'
2.09 ® N J
3.30 .90) 0 - AVAILABLE IN MILL, _
AND BLACK FINISHES >- N
quickMountPY
.040 TITLE:
m
2 5a( ) 3.54 2.75 4.04 QMLM & QMLM-ST: L-MOUNT, 2-� �� 6" SLOT SHEET NAME
QMLM UNLESS OTHERWISE SPECIFIED.
QMLM-ST DIMENSIONS ARE IN INCHES SIZE _ DRAWN BY: AAP RE. I
SPECIFICATIONS
TOLERANCES: A DATE: 4/4/2019
FRACTIONAL±1/8
PRaRBfuT THE INFORMATION CO NCON tmAl NTAINED IN THIS DRAW WG IS W THE SOLE PROPERTY OF QUICK MO PV,ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE DO NOT SCALE DRAWING 1WO PLACE DECIMAL ±.19 -- SHEET SIZE
THREE PLACE DECIMAL ±.094 SCALE:1:4 W EIGHT:0.7565 SHEET 1 OF 1 WRITTEN PERMISSION OF QUICK MOUNT PV IS PROHBUED. COPYRIGHT O 2019 QUICK MOUNT PV € ANSI B
5 4 3 2 1 11" X17"
SHEET NUMBER
PV-12
Structural Quick Mount • 3LSOLAR
EN INUI RESPECT THE ROOF
Ingenuity in Engineering
REVISIONS
Rail Spans for Quick Mount PV QRaii Standard System DESCRIPTION DATE REV
Mean Roof Height: 0<h 515 ft Panel Orientation: Portrait
Table 3 Roof Angle: 7<8 5 27 degrees
Exposure Category: C
Roof Ground Wind Speed(mph)
Wind Snow
Zone Load(psf) 100 110 120 130 140 150 160 170 175 180 190
0 116 116 112 106 98 91 85 80 78 75 71 re with Seal
10 99 97 95 92 90 87 85 80 78 75 71
20 80 80 79 78 76 75 73 72 71 71 69
30 67 67 67 67 67 67 66 64 64 63 62
Zone 1 40 59 59 59 59 59 59 59 59 58 58 57
50 54 54 54 54 54 54 54 54 54 54 53
60 49 49 49 49 49 49 49 49 49 49 49
70 46 46 46 46 46 46 46 46 46 46 46
80 43 43 43 43 43 43 43 43 43 43 43
90 41 41 41 41 41 41 41 41 41 41 41
0 100 90 83 76 70 66 61 58 56 54 51 PROJECT NAME
10 99 90 83 76 70 66 61 58 56 54 51
20 80 80 79 76 70 66 61 58 56 54 51 W
30 67 67 67 67 67 66 61 58 56 54 51 U
Zone 2 40 59 59 59 59 59 59 59 58 56 54 51 Z
50 54 54 54 54 54 54 54 54 54 54 51 Wcsj
-60 49 49 49 49 49 49 49 49 49 49 49 - M
70 46 46 46 46 46 46 46 46 46 46 46 W
80 43 43 43 43 43 43 43 43 43 43 43 tJi
90 41 41 41 41 41 41 41 41 41 41 41 W -
I— J
0 80 73 66 61 57 53 49 46 45 44 41 m 0) _
10 80 73 66 61 57 53 49 46 45 44 41
O
20 80 73 66 61 57 53 49 46 45 44 41 00
30 67 67 66 61 57 53 49 46 45 44 41 } d
40 59 59 59 59 57 53 49 46 45 44 41 W W
Zone 3 50 54 54 54 54 54 53 49 46 45 44 41 N
60 49 49 49 49 49 49 49 46 45 44 41
70 46 46 46 46 46 46 46 46 45 44 41
80 43 43 43 43 43 43 43 43 43 43 41
90 41 41 41 41 41 41 41 41 41 41 41
Notes:
1. Tables are based on critical rail span for load combinations as specified in chapter 2 of the ASCE 7-10 SHEET NAME
and allowable design loads per the 2015 Aluminum Design Manual. SPAN TABLE
2. Panels are assumed to be in portrait orientation with a maximum length of 67.5"
SHEET SIZE
959 Larchmont Court,Aurora,IL 60504 10/3/2018 ANSI B
630-219-1997(P)
www.structuralenginuityinc.com C3 11" X 17"
SHEET NUMBER
PV-13