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