HomeMy WebLinkAbout22-51725335 Eighik Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
Issue Date: 11/08/2022
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
2301���
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
zz
CANT SIGNATURE PEVMITOFFICE
J T-
V
PERMIT ES IN 6 MONTHS WITHOUT APPROVED INSPECTION
,1111111111111111 J1111 ip 0 1)
*I i I.•
813- -0020 City of Zophyrhills Permit Application Fax-813-780-0021
Building Department
Date Received 11 /72022 Phone Contact far Permitting 813-304-9090
9 1 1 1 / 1 1 1 1 1 I I I
Owner's Name DAVID CARRERAS Owner Phone Number 8132677479
Owner's Address 3184 KRESTERBROOKE LN ZEPHYRHILLS, FL 33540
Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number y
Fee Simple Titleholder Address
JOB ADDRESS 3184 KRESi ERBROC)KE LN ZEPNYRNiLLS, FL 33540 LOT# 82
SUBDIVISION HI®DEN RIVER PARCEL ID# 24-26-21-0100-00000-0820
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR L.�I ADD/ALT [ q� SIGN DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR COMM OTHER
TYPE OF CONSTRUCTION BLOCK tJ FRAME STEEL
DESCRIPTION OF WORK Installation of roof -mounted photo -voltaic system.
BUILDING SIZE SQ FOOTAGE HEIGHT
x BUILDING $ 61 248 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL- AMP SERVICE PROGRESS ENERGY W.R.E.C.
=PLUMBING $ t�
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION A
t
GAS ROOFING SPECIALTY ice'' OTHER ,
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO '
BUILDER
SIGNATURE
Address
ELECTRICIAN
SIGNATURE
Address
PLUMBER
SIGNATURE
Address
MECHANICAL
SIGNATURE
Address
OTHER
SIGNATURE
Address
IlIIIII
RESIDENTIAL
e
COMPANY
REGISTERED
- COMPANY
REGISTERED
997 MORRISON DR STE 200 CHARLESTON, SC 29403
COMPANY
REGISTERED
COMPANY
REGISTERED
COMPANY
REGISTERED
�CURREI Y l N
;;�FE.
License # E::���
Palmetto
Y / NSolar LLC
FEE
I Y
License #ECi 3QQ9095 ���
Y/ N FEE CURREN Y I N
License #
Y ( N FEE CURREI
License #
Y ! N FEE cuRREP< Y ! N
License #
i l I l l l l l l l l l l l l l l l l l l l l l l l l l
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
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. AN commercial requirements must meet compliance
Attach (2) sets of Engineered Plans.
-PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500)
> Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways..needs ROW
813-7 2° City of Zephyrhills Permit Application Fax-813-7 21
Building Department
NOTICE of DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive
than County regulations, The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBIL17TES: 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 Diuision—ii tatg Section at 727-84T8009.
-
Furthermore, if the owner has hired a contractor or contractors, he ie advised to have the torts) sign portions of or 8101 this
application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not property licarcard and is
not entitled to permitting privileges in Pasco County.
TRANSPORTA71ON IMPACTAITILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned erstands
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 specifier( 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 arnendledy it valuation of work is $2,500.00 or more, i certify that I, the applicant,
have been provided with a copy of theFlorkar Construction Lim Protection Gut " prepared by the Florida Deperanant of
Agriculture and Consumer Affeks. If the applicant is someone other that the , I caddy that I have obtaineda copy of the above described
document and promise in good faith to deriver it to the "owner" prior to cow merit,
CONTRACTOR'SIOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work wilt 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 Elayheads, 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 `Xr 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 stern 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, welts, 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) mouths 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.
a " it * tl TO t
0 "R OR AGENT CONTRACTOR
WNE
c _SWC-uoiathEbmmtosamrrecis
r-
nreii?
Y�.{
Notary Public
tdo_npajMeNnrds0Cco.sb
INSTR# 202223260 OR BK PG Page 1 of 1
10/28/2022 10:44AM Rept:25IB248 Rec:10.00 DS:0,00 IT:0.00
Nikki AlvarexSowtes, Esq,, Pasco County Clerk & Comptroller
Permit
State of FLORIDA
Parcel ID No 2A-26-21-0100-00000-0820
County of PASCO
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes,
the following Information is provided In this Notice of Commencement:
1 Description of Property: Parcel Identification No. 24-26-21-0100-00000-0820
Street Address: 3184 KRESTERBROOKE LANE, ZEPHYRHILLS, FL 33S40
2. General Description of Improvement HIDDEN RIVER PHASE ONE B PB 76 PG 077 LOT 82
INSTALLATION OF ROOF MOUNTED PHOTO VOLTAIC SYSTEM
3, Owner Information or Lessee information lithe Lessee contracted for the improvement:
CARRERAS DAVID
3184
KR& RBROOKE LN
ZEPHYRHILLS, FL 33540
Address
CRY
State
Interest in Property: OWNER
Name of Fee Simple Titleholder N/A
(if different from Owner listed above)
Address
CRv
State
4, Contractor_ PN^u+=TToso�aa�.c
1505 KING
SXT, STE 200
N. CHARLESTON
Sc
Address
City
State
Contractor's Telephone No.: 855-339-1831
N/A
5. Surety
Address
Amount of Bond: S
8, Lender: N/A
Name
Lender's Telephone No.:
CRY
Telephone No.:
CRY
State
State
7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by
Section713.13(1)(a)(7 III ridaStatutes:
Aaaress
Telephone Number of Designated Person:
8. In addition to himself, the owner designates N/A
Site
of
to receive a copy ofthe Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes.
Telephone Number of Person or Entity Designated by Owner:
9. Expiration date of Notice of Commencement (the expiration date may not be before the completion N construction and final payment to the
contractor, but will be one year from the date of recording unless a different date is specified):
IA
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE .DOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury, I declare that I have react the foregoing notice of commencement and that the facts stated therein are true to the best
of my knowledge and belief
STATE OF FLORIDA
COUNTY OF IX�A'l3r(itX Miami PATY064
:r Signature of Owner or Lessee, or Owner's or Lessee's Authorized
OfficerlDirectorfPannertManag er
OWNER
Signatory's TRlefOffrce
The foregoing instrument was ackngwted ed before me this 25th October 22 David Carreras
day of , 20 _, by
as Kner (type of authority, e.g., officer, trustee, attorney in fact) for
N/A
(name dy on behalf of whom instrument was executed).
Personally Known [] OR Produced Identification EV Notary Signature
DRIVER LICENSE
Type of Identification Produced Name (Print) Jose G batlo __......_._..
Notarized online using audio -video communication WW"',$ „y�S`f" pose catuear. o
y, }, war x Pvbk sr ce t Nro fa
dry, mm ewrces
wpd ata/bes/n oticecommen cement_pe053048
October 4, 2022
RE:
Project Address:
Design Criteria:
[0114,121111•
Applicable Codes = 2020 FLBC/FLEBC 7th Edition, 2020 FLRC 7th Edition, 2018 IEBC/IBC, ASCE 7-16 and 2018 NDS
Risk Category = 11
Wind Speed = 150 mph, Exposure Category C, Partially/Fully Enclosed Method
Ground Snow Load 0 psf
Roof 1 & 2: Roof DL 7 psf, Roof LUSL = 20 psf (Non-PV), Roof LUSL = 0 psf (PV)
Roof 3 & 4: Roof DL = 7 psf, Roof LUSL = 19 psf (Non-PV), Roof LUSL = 0 psf (PV)
To Whom It May Concern,
A structural evaluation of loading was conducted for the above address based on the design criteria listed above.
Existing roof structural framing has been reviewed for additional loading due to installation of Solar PV System on the roof. The structural
review applies to the sections of roof that is directly supporting the Solar PV System.
Based on this evaluation, I certify that the alteration to the existing structure by installation of the Solar PV System meets the prescriptive
compliance requirements of the applicable existing building and/or new building provisions adopted/referenced above.
Additionally, the Solar PV System assembly (including attachment hardware) has been reviewed to be in accordance with the
manufacturer's specifications and to meet and/or exceed the requirements set forth by the referenced codes.
Installer shall verify existing roof framing (including connection) is in suitable condition and does not exhibit any signs of structural damage
or deficiency. Installer verification of the mounting planes noted above is required because some or all of the framing was not observed
prior to the structural evaluation performed for this report.
Sincerely, I I I I I I / I//
I Z 040",
� O �0
3270
DAfi1J1y,ignA%S,
S. M. Mehdi-**"M. Mdhdi Zomoro to
D 022.1
Zomorodian- 0
%TATE OF iQ1_
d
40RID1."
NlAk-�
This item has been electronically signed and sealed by
Mehdi Zomorodian, SERE. on the date and/or time
stamp shown using a digital signature. Printed copies of
this document are not considered signed and sealed and
the signature must be verified by a 3rd Party Certificate
Authority on any electronic copy.
Barun Corp 1 Design and Engineering 1610.202,4506 1 chftk@baruncorp.corn I mvw,baruncorP,corn 118
Urnits of Scope jj,,L)r -
— AT L91, tsqg! u,
existin s structr',Ts.� hos beer) reviewed based on the ossumption that it has beer, original"y designed and const"ricteiiI peY 0opropriate
i,oules. Pre structorch crotlesis of the subiect property is bused on the Prowded site Survey dwta, The calctulutwins prodoced for this
,strucfti.re's ossessroeirt are onlY-for the rooffi-ritirrag supporting the Prc-Posed P'Vivstaflotion referenced tra the Starr npedplunset and were
rnad e ocroal i ng ,a generavy recognized shrucairal anislosis stanv(oro.s and arocedures, All PV rrioduiez, mcking and attocll�enent
components shal/ be desigried and instufledper n7unufacturet's approved guidehoes and s1pecifications, Tfwse plani isre not storripedfo!
3N ater leakage or exisring fja
, rotiy,� to olie structural component that was not occessed during tne she sutvey,Pri0r, to conunencet-nent Of
I
wol"k, the P`stotear inz, lifer should vwify that the ecei ting roof and connect�(Xo; are if -,suet oble condiflon and/ inspectfrarning of on the
1 10
ter trficotion letter ond in' jorrn the Engineer csf Record of any discre.pancies prio,r to instehlrhorn. The installer shoudd also, check for otry
dwinages such os water OT'Omagp, CrGoked firwining -,it inforn, - of Record of xisting defii6encies which ore uoitnoi -
etc, ai the Engineer
onsiX,or were not observable during the If I rrie of survey and have not been included �n this s--sere ctf work, Any change in the scope r)f the
work show, not be accepted unless sucf? change', addition, or deletionis qpsiroved in advance and in writing be he Ennir, ted,
, eerefecor -
Barun Corp, 1 Design and Engineering � 610,202-4506 - chrisk@bawncorp.rcorn, 1 \AAvv,!.b@r�,,ncorp.com 2/8
Existing Roofing Material Weight
Composite, Shingle Roof, Jl Layer(s)
= 2.50 psf
Underlayment Weight
= 0.50 psf
Plywood/OSB Sheathing Weight
= 1.50 psf
Framing Weight
= 0.73 psf
No Vaulted Ceiling
= 0.00 psf
Miscellaneous
= 1.50 psf
Total Roof 0sad Load...
R-E3L= fi.70 psf.
Roof Live Load
Lo = 20.0-0 psf
Member Tributary Area
At < 200 ft'
Roof 1 & 2 Pitch
18' or 4/12
Tributary Area Reduction Factor
RI = 1.00
Roof Slope Reduction Factor
R2 = 1.00
Reduced Roof Live Load, Lr = Lo (RI) (R2)
Lr = 20.00 osf
Ground Snow Load
pg= 0.00 psf
Effective Roof Slope
18,
Snow Importance Factor
Is = 1.00
Snow Exposure Factor
Ce = 1.00
Snow Thermal Factor
Ct = 1.10
Minimum Flat Roof Snow Load
pf-min = 0.00 psf
Flat Roof Snow Load
Pf = 0.00 psf
Roof Slope Factor Cs -roof = 100
cloped Roof Snow Load on
Roof Slope Factor
Barun Corp I Design and Engineering 1610,202,4506 1 chrisk@baruncorp,com 1 i+VvAvv.baruncorp,corn 3/8
Roof Dead Load (DL) =
Roof Live Load (Lr) =
Roof Snow Load (SL) =
(DL + Lr)/Cd =
(DL + SQ/Cd =
Maximum Gravity Load =
630
I I ON
Load Increase (%) =-49.54%�UK
psf
psf
psf
psf
psf
Dsf
Barun Corp 1 Design and Engineering 1610,202,4506 1 chrisk@barui-�corp.com 1 vvvvvv baruncorp,corn 4/8
NOTF�
* Wind calculation is based on ASCE 7-16, 29.4 - C&C, LC #7: 0.6DL + 0.6WL is used,
Barun Corp 1 Design and Engineering 1610,202,4506 1 chrisk Ca.,baruncorp com i wwwbari-Incorp,com, 5/8
!PV Panels Weight - - -------
Hardware Assembly Weight
2.50 ps
0,50 ps,
E• y. V ��Ianels W—eight
01119'"NUM
Existing Roofing Material III Weight
01
2,50 psf
Underlayment Weight
0.50 psf
Plywood/OSB Sheathing Weight
150 psf
:Framing Weight
I
= 0.73 psf
No Vaulted Ceiling
= 0.00 psf
Miscellaneous
= 1.50 psf
ota oo iea Loa•
Roof Live Load
Lo = 20.00 psf
Member Tributary Area
At < 200 ft'
Roof 3 & 4 Pitch
23' or 5/12
Tributary Area Reduction Factor
RI = 1.00
Roof Slope Reduction Factor
R2 = 0.95
Reduced Roof Live Load, Lr = Lo (111) (112)
Lr = 19.00 psf
Ground Snow Load
pg = 0.00 psf
Effective Roof Slope
23'
Snow Importance Factor
Is= 1.00
Snow Exposure Factor
Ce = 1.00
Snow Thermal Factor
Ct = 110
Minimum Flat Roof Snow Load
pf-min = 0.00 psf
Flat Roof Snow Load
Pf = 0.00 psf
MW Slone Factor
Roof Slope Factor
Cs-PV = 0.78
Sloped KOOT SnOW Load on PV Panels
Barun Corp 1 Design and Engineering 1610,202,4506 3 cchnsk@barumcorlp com 6/8
m9ra".1"IM11711101
Roof Live Load (Lr)
Psf
Psf
Psf
IN
ME
K
Load Increase N --47,589,,, 0
Barun Corp i Design, and Engineeringj 610,202,4506 1 chrn;k@baruncorp.com I mrmv,baruncorp,corr, 7/8
NOTE�
- Wind calculation is based on ASCE 7-16, 29.4 - C&C, LC #7: 0.6DL + 0,6WL is used.
Barun Corr) 1 Design and Engineering 1 6,10,202A506 chrisk@bare nl
corn I ovp,,v.baruncorp,com 8/8
October 4, 2022
RE:
Project Address:
Design Criteria:
- Applicable Codes = 2020 FLBC/FLEBC 7th Edition, 2020 FLRC 7th Edition, 2018 IEBC/IBC, ASCE 7-16 and 2018 NDS
- Risk Category = 11
- Wind Speed = 150 mph, Exposure Category C, Partially/Fully Enclosed Method
- Ground Snow Load = 0 psf
- Roof 1 & 2: Roof DIL = 7 psf, Roof LUSL = 20 psf (Non-PV), Roof LUSL = 0 psf (PV)
- Roof 3 & 4: Roof DIL = 7 psf, Roof LUSL = 19 psf (Non-PV), Roof LUSL = 0 psf (PV)
To Whom It May Concern,
A structural evaluation of loading was conducted for the above address based on the design criteria listed above.
Existing roof structural framing has been reviewed for additional loading due to installation of Solar PV System on the roof. The structural
review applies to the sections of roof that is directly supporting the Solar PV System.
Based on this evaluation, I certify that the alteration to the existing structure by installation of the Solar PV System meets the prescriptive
compliance requirements of the applicable existing building and/or new building provisions adopted/referenced above.
Additionally, the Solar PV System assembly (including attachment hardware) has been reviewed to be in accordance with the
manufacturer's specifications and to meet and/or exceed the requirements set forth by the referenced codes.
Installer shall verify existing roof framing (including connection) is in suitable condition and does not exhibit any signs of structural damage
or deficiency. Installer verification of the mounting planes noted above is required because some or all of the framing was not observed
prior to the structural evaluation performed for this report.
Sincerely,
1 0
E Nj'
#tily ,gj� 9; 93270
S.
S. M. Mehd :"
M. WWI ZomoM
Da,L:�OZ
Zomorodia
OF
0 -
4 0 R.I.D
SIONM-
This item has been electronically signed and sealed by
Mehdi Zomorodian, SERE, on the date and/or time
stamp shown using a digital signature. Printed copies of
this document are not considered signed and sealed and
the signature must be verified by a 3rd Party Certificate
Authority on any electronic copy,
Barun Corp I Design and Engineering 1 610.20Z4506 j chnsk@baruncorp com 1 AmAmbaruncorp com 1/8
Ths, exiS,ung structure has been review ea' based on the assurnistian thot, it has beer, orofinafly designed end constroVed per oppioptirste
odes- Fhe strocturol analysts q cubJect Propertil is based or, the orcri,"'deo' site sul-vey bran, The calculations producedfor this
Sr,"!,'Cotre I S Ccoo'SSment me ool by
v m
,for the roofframrig supporting the proposed PV installation referenced it, theStoped plonseand were t
r0ade according to generally reco'grozed structural 000ltrsis standards ond procedures, All PV modules, racking and ottachment
comPor,ents sho,11 be designed and �nshslled per rrianufacuirer's approved ipuidelines; and specificaVons, these pians ate nor stompedfor
rvorer leakolle or existing darnage to the structural cornponent that mas not accessed during the site survey,Pnor to commencen-tent (sf
work, the PI/system, iotaller should verify that the existing roqfond connections ore in stntable condition and inspect frorriiu�g noterf on the
cert7ricatirsn letter and iqforrn the Engineer of Record of tiny discrepancies prico to installation, 7-he installer should olso chock for Guy
domoges such as wistre damage, cracked firarning, etc, ano' inform the Eng' ;neer of Record of existing deficiencies which are unknown
Onctlot were not observable during the time cf survey and have not been included in this scope o ' f work. Any change in the scope f,:>f the
work sha/I not beaccepted unless ctrch change, addition, o� deletion is approved in advance and in otfiting by the Engineer ofRecofo.
Barun Corp I Design and Engineering 1610,202,4506 1 chrisk@baruncorp,coo Ivoiest,barUncorp.com 2/8
MWIMAM116A
Existing Roofing Material Weight
Composite Shingle Roof 1 Layer(s)
= 2.50 psf
Underlayment Weight
= 0.50 psf
Plywood/OSB Sheathing Weight
= 1.50 psf
Framing Weight
= 0.73 psf
No Vaulted Ceiling
= 0.00 psf
Miscellaneous
= 1.50 psf
Total Roof Dead Load
R-DL = 6.70 psf
Roof Live Load
Lo = 20.00 psf
Member Tributary Area
At < 200 ft2
Roof 1 & 2 Pitch
18' or 4/12
Tributary Area Reduction Factor
R1= 1.00
Roof Slope Reduction Factor
R2 = 1.00
Reduced Roof Live Load, Lr = Lo (RI) (112)
Lr = 20.00 psf
Ground Snow Load
pg = 0.00 psf
Effective Roof Slope
18,
Snow Importance Factor
Is = 1.00
Snow Exposure Factor
Ce = 1.00
Snow Thermal Factor
Ct = 1.10
Minimum Flat Roof Snow Load
pf-min = 0.00 psf
I Flat Roof Snow Load I Pf = 0.00 psf I
Barun CorLIP 1 Design and Engineering j 6 10,202,4506 1 chnsk@taruncorp cor-n I vvww barUncorp,mm 3/8
Roof Dead Load (DL) =
Roof Live Load (Lr) =
Roof Snow Load (SL) =
(DL + Lr)/Cd
(DL + SL)/Cd
Maximum Gravity Load
9,70
R , , W 1 0
gig
INI , . IN
I MEMO
I WE I I. � I 'I'll,
21.36
Psf
Psf
osf
Psf
PSf
PSf
Barun Corp I Design and Engineering 1610,202,4506 j " chdsk@,�,barLj'I(, .Op Corll I vvlvw. baruncorp,com 4/8
Psf
Psf
osf
Psf
PSf
PSf
Barun Corp I Design and Engineering 1610,202,4506 j " chdsk@,�,barLj'I(, .Op Corll I vvlvw. baruncorp,com 4/8
NOM
- Wind calculation is based on ASCE 7-16, 29.4 - C&C, LC #7; 0.61DL + 0.6WIL is used,
BaWn Corp 1 Design and Engineering i 610,202A506 i chrisk@banuncorp.com 1 mvvv,baruncorp.(,,.on) 5/8
&WWAMOMAW14"'
Existing Roofing Material Weight
Composite Shingle Roof
2.50 psf
Underlayment Weight
= 0.50 psf
Plywood/OSB Sheathing Weight
= 1.50 psf
Framing Weight
= 0.73 psf
No Vaulted Ceiling
= 0.00 psf
Miscellaneous
-koo-
= 1.50 psf
T otal Dead Load
R-DL 6.70 psf i
Roof Live Load Lo = 20.00 psf
Member Tributary Area At< 200 ft'
Roof 3 & 4 Pitch 23' or 5/12
Tributary Area Reduction Factor RI = 1.00
Roof Slope Reduction Factor R2 = 0.95
Reduced Roof Live Load® Lr = Lo (111) (112) Lr = 19.00 psf
Ground Snow Load
pg = 0.00 psf
Effective Roof Slope
23'
Snow Importance Factor
Is= 1.00
Snow Exposure Factor
Ce = 1.00
Snow Thermal Factor
Ct = 1.10
.Minimum Flat Roof Snow Load
pf-min = 0.00 psf
Flat Roof Snow Load
Pf = 0.00 psf
Raof Slope Factor Cs -roof = 1.00
Sloped Roof Snow Load on Roof ps-roof = 0.00 psf
BaIrUn Corp I Design and Engineer ng 610,202 4506 1 chrisk@'D baruncofp,com I w,,",%v.banuncorp.COrT1 6/8
Roof Dead Load (DL) =
Roof Live Load (Lr) =
Roof Snow Load (SL) =
MI,
Psf
Psf
Psf
Load Increase (%) =1 -47,58% JOK
7 8,
BcIrUn Corp 1 Design and Engineering 1610,202,4506 1 chrisk@barUncorrp,com
Psf
Psf
Psf
Load Increase (%) =1 -47,58% JOK
7 8,
BcIrUn Corp 1 Design and Engineering 1610,202,4506 1 chrisk@barUncorrp,com
NOM
o Wind calculation is based on ASCE 7-16, 29.4 - CRC, LC #7: 0,60L + 0,6WIL is used.
Ban Corp 1 Design and Engineering 1 6,10,202A506 1 ch(isk@)baruncorp. corn 1 Avvv,,,baruncorp.com 81/8