HomeMy WebLinkAbout18-20179 CITY OF ZEPHYRHILLS
5335-8TH STREET 20179
(813)780-0020
BUILDING PERMIT
PERMIT INFORMATION LOCATION'INFORMATION.
Permit Number: 20179 Address: 39667 MEADOWOOD LP
Permit Type:. RE-ROOF ZEPHYRHILLS, FL.
Class of Work: ROOF REPLACEMENT Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: MEADOWOOD ESTATES
Est.Value: Parcel Number: 13-26-21-0140-00000-0460
Improv. Cost: 8,348.00 OWNER INFORMATION
Date Issued: 8/28/2018 Name: LOFQUIST BRENDA
Total Fees: 127.60 Address: 39667 MEADOWOOD LOOP
Amount Paid: 127.50 ZEPHYRHILLS, FL. 33542-6716
Date Paid: 8/28/2018 Phone: (813)863-5922
Work Desc: REROOF METAL
CONTRACTOR(S) APPLICATION FEES
WIDNER ROOFING INC REROOF RESIDENTIAL 127.50
Ins pectio s Required
DRY IN ROOF INSP
TAPE JOINTS ROOF INSP
FINAL
REINSPECTION FEES: (c)With respect to Relnspection 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 such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe 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 Must Accompany Application. All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE PERMIT OFFICOR
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax 813-780-0021
Building Department
Date'Received g � j Phone Contact for Permitting � 3 7 l -- C S7 3
Owner's Name C? e I T_ Owner Phone Number
Owner's Address . v;� l t &ok �, Owner Phone Number
Fee Simple 1tleholder Name Owner-Phone Number
Fee Simple=Titleholder Address
JOB ADDRESS 3 (¢ LOT#
SUBDIVISION PARCEL
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED _ NEW CONSTRKI ADDIALT 'SIGN Q Q DEMOLISH
R INSTALL REPAIR
PROPOSED USE 'SFR Q COMM OTHER
TYPE OF CONSTRUCTION'- BLOCK FRAME 0 STEEL Q
i
DESCRIPTION OF WORK
BUILDING SIZE SO FOOTAGE �1 S HEIGHT
1. •—
=EUILDING $ 0'J
" VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL 1$ AMP SERVICE = PROGRESS ENERGY W.R.E.C.
=PLUMBING r$
=MECHANICAL 1$ � VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING SPECIALTY OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO 6/00
BUILDER i. COMPANY
SIGNATURE REGISTERED Y/ N , FEE CURREN
Address License-#'�—
ELECTRICIAN: . COMPANY
'SIGNATURE REGISTERED Y'/'N ` FEECURREN
j -
Address` License#
V '
PLUMBER' COMPANY
SIGNATURE REGISTERED Y7-N' FEE'CURREN
Address- " License# I T
v
MECHANICAL COMPANY"
SIGNATURE;,: REGISTERED Y./,N".. FEE CURREN :Y/N
Address License#
OTHER:: .:- �- 7r s COMPANY .�'cQ!�... -
SIGNATURE REGISTERED Y/ N -FEE.CUR EN LA Y/N
Address f Y7 T Q -- License"# CC C-C7? 2
RESIDENTIAL Attach_{2).Plot:Pians ;{2}sets,of Building Plans,(1)set of Energy,Forms;YR=Q-W:Permif foi;riew:.constructiori,
Minimum teri(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:Erigineered Plans.
""'"PROPERTY SURVEY required for all NEW construction.
Direcflons:
Fill out application completely.
Owner&'Contractorsign:.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
OV.Ef;THE:COUNTER PERMITTING - (copy of contract required)
.roofs if shingles Sewers Service Upgrades A/C.: Fences(Plot/Survey/Footage)
\'veways-Not over Counter if on public roadways..needs ROW
i
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 maybe 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,iare uncertain as to-what.licensing requirements,may..apply for the' r
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 i
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 ofnew 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 maybe 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 ahat 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 jwork_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: j
Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive i
Lands,WaterM/astewater 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,Ageric-Asbestos abatement.
Federal Aviation Authority-Runways.
understand that the following restriction&apply to-the use of fill:
Use of fill is.not.allow ed 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°.wi'll_b-e 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 cert'ify=,thatfill 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. j
If I am the AGENT FOR THE OWNER, I promise iri 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, norshall 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 authorizedjby j
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 i
justifiable cause for the extension_If work ceases for ninety(90)`consecutive-days,the job is considered abandoned: C
WARNING TO-OWNER: YOUR FAILURE TO RECORD.A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO.YOUR"PROPERTY.AF YOU INTEND'TO OBTAIN FINANCING;'CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING.YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.
OWNER OR AGENT CONTRACTOR ti
Subscribed and sworn to(or affirmed)before me this Subscribed and sworn to(or affirmed)before me this
by by
Who Is/are personally known to me or has/have produced Who is/are personal nown!9ne or has/have produced
as identification. as identification.
�-2.
Notary Public Notary Public
Commission No. Corn on No
Name of Notary typed,printed or stamped Name of Nota ty £ate f OFF 150422
o Expires December 12,2018-
d018
Banded Thru Troy Fain Insurance 60M5
a
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner:
Date Received:
Site:
Permit Type:
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
Kal in Sw' r—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
- i
I
i
- ITo
TOADDRESSSHIP TO-' 1 + y c uADDRESS CITY,STATE,ZIP )t .CITY,STATE,ZIP
CUSTOMER ORDER NO. SOLD BY TERMS F.O.B. DATE
I
ORDERED SHIPPED DESCRIPTION PRICE UNIT AMIJUN'IT'.
L^"v7✓`-"'V°_p C'"T/� l :fl`✓C.+" ,t/�f'.�i'"�•���a'" � t�.�f���l.. '�
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( Yj f. C.E� •: i1 f i C/tP.�.�%' — e C?>. w'�s:. '� a 's 1
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_ A-S640 T-06706/M,I
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® . , PRLODUCT, . . . . Gul
�"'�,� SUPPLY & MANUFACTURfNG
GULFROB
a
c
r- FLORIDA PRODUCT APPROVAL
■ O ,O 11651.22
Product Evaluation Report
GULF COAST SUPPLY& MANUFACTURING, LLC.
26 Ga. Gu/fRilbTm Roof Panel over 15132" Plywood
Florida Product Approval #11651.22 R3
Florida Building Code 2017
Per Rule 61 G20-3 ALL WORK SHALL COMPLY WITH PREVAILING
Method: 1 -D CODES FLORIDA BUILDING CODE,
NATIONAL ELECTRIC CODE,
AND THE CITY OF ZEPHYRHILLS
Category: Roofing ORDINANCES
Subcategory: Metal Roofing
Compliance Method: 61 G20-3.005(1)(d) REVIEW DATE
NON HVHZ CITY OF ZEPHYRHILLS
PLANS EXAMINER
Product Manufacturer:
Gulf Coast Supply & Manufacturing, LLC.
14429 SW 2nd Place, Suite G30
Newberry, FL 32669 ;�oQ.N1E. S•,
• CEIV ,•�, ,
F
Engineer Evaluator: *: No. 755,9 _
Dan Kuhn, P.E. #75519
Florida Evaluation ANE ID: 10743 '�'. STATE OF
: p . :QZ
;Fsi•.L O R 10 P••���:
a Locke Bowden, RE. #49704 '��S�NA�ENGo/o5/202�
9450 Alysbury Place
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1 - 5
FL#11651.22 R3•OCTOBER 5,2017
• • ,t•, ® 1 A • ® o
ILI
. , . . . , , APPROVAL
SUPPTM
GULFR . LY & MANUFACTURING
3 -
g "
26 GUAGE GULFRIB TM PANEL OVER • •
FLORIDA PRODUCT APPROVAL NO. 11651.22 R3
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2.
Product Description: GulfRibTM, 3/a" Rib Roof Panel, Minimum 26 Ga. Steel, 36" Coverage,
through fastened roof panel over minimum 15/32" Plywood Decking. Non
Structural application.
Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to
Florida Building Code 2017 Section 1507.4.3.
Paint Finish Optional
Yield Strength: Min. 80.Oksi
Corrosion Resistance: Panel Material shall comply with Florida Building
Code 2017, Section 1507.4.3.
Panel Dimension(s): Thickness: 0.018" Minimum
Width:' 36" Coverage
Rib Height: 3/a" Major Rib at 9" O.C.
Panel Fastener: #9-15x1.5" HWH with sealing washing or approved equal
1/4" minimum penetration through plywood.
Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4
Substrate Description: Minimum 75/3z" thick,APA Rated plywood over supports at maximum 24" O.C.
Design of plywood and plywood supports are outside the scope of this
evaluation. Must be designed in accordance w/Florida Building Code 2017.
Design Uplift Pressures: Table"A"
ax u Tolls esi. ess ,e~ ,P$ ,` P
Fastener Pattern 9"-9"-9"-9" 6.5"-2.5"-6.5"-
2.5"6.5"-2.5"-6.5"
M*
1 _
Design Pressure includes a Safety Factor=2.0.
FL#11651.22 R3•OCTOBER 5,2017
SUPPLY & MANUFACTURING
t FN!G,I N E E R S--,L, LE-SREC G 61iC
GULFRIB
iV9 �Ci26 GLIAGE ' \TM PANEL OVER 15/32" PLYWOOD
FLORIDA PRODUCT APPROVAL NO. 11651.22 R3
\,1
ENGINEER LOAD TABLE:26 Ga. GulfRibTM Panel over 15/32"Plywood
M
n�:,'�� i�0ffi
"'lid, aE�l. r •i- fcnd5 eedph os C '�s �,. g;r„y14 End dss, o Fan. a'B! o r ,o�d, 2Q
120 130 140 150 160 170 180
WIIND FASTENER SUBSTRATE
SPEED (MIN.1/4" (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER[ON CENTER ON CENTER
Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING
N •1 # 5x1'. "" P` bod +�4";' 'Q1` °24 FYP6` 4',kYP 4",TYP 2 24",LYPE 2
ZONE 2 #9-15x1.5" Plywood 24%TYPE 1 24",TYPE 1 24",TYPE 1 24%TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 2
3 map now®r-kyP04
1Fa TYE J 2'4;TY,,E
I ���
1.)PANEL DESCRIPTION:GULFRIBTM, MIN.26 GA., GRADE 80,36"COVERAGE,3/4-TALL.
2.)PANEL FASTENER:#9-15X1.5" HWH WITH SEALING WASHER OR APPROVED EQUAL
3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: 69.25 PSF @ 24" O.C.FASTENER SPACING TYPE I FASTENER PATTERN, 159.25
PSF @ 12" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING.
4.)PLYWOOD DECKING:MIN.15A2"THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017.
5.)ROOF SLOPE:ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS.
6.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING
CODE 2017.
zoNE 2 HIP ROOF a Note:Dimension(a)is defined as 10%of the minimum width of the building or
,,I ZONE 1 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be
!\———————————————� a less than either 4%of the minimum width of the building or 3 feet.
TYPE 1 FASTENER PATTERN
—RIDGE i
ti
ZONE 1 \ Cont.Tape Seal for use on Slopes less Man 3:12
------------------�
—EAVE
ZONE 2 TYPE 2 FASTENER PATTERN f
I\ GABLE ROOF �6.5"—( 2.5"{-6.5"—{2.5°{-6.5" 2.5 {---6.5" 2.5"
7 ------------------ —�a
\ ,—RIDGE L Cant.Tape Seal for use on Slopes less than 3:12
———___\ (1 j#9-15 x 1.1/2'w/Sealer Washer @ 12'O.C.Max.
---- --T
=1--------------------- =fi
ZONE 1
1--- _-------------
'-ZONE 3 -EAVE
FL#11651.22 R3°OCTOBER 5,2017
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• ... . ........ ... ........v,-�:�:a'e•.s�.��aanti,:��-M.�=:-mot���-�,•�:;.::.�-�•�r_-•�, �-'
The GR-2 Rake and Corner can be used as a
able trim or a corner for metal-sided buildings.
As an alternative, the smaller EF-1 or the GR-1 - -"` ;t:` �t=....:` ;-:•: �'-• " -
:_T:'�''i�`4` ., ..:��;; 'r.:� P{.:-+,:�i"`_='=:•'�5 y3. �.. �Q .:"Ki?eSs
,i .6 '.,,:�`:`'�.}:},iS'' f�f;•n..•..:4 Y.:.,_✓• S.. ��.m+'�'' �'L"�'i'..-tY,4:R::
l ;ai:ry Y `J.,`�,f i'G'l•.r�`�'>h4. S,.
(both on p. 11)can also used as gable rakes,and the '� -. . : 'a' «r°+< '. N - , � T n
:.. Y = .. .. +fie - ::
PC-5(below)or the OR-1 as corners.
Customizing rakes or corners is often necessaryOEM
due to their landingon a panel rib. Both
P the GR-2
and the IS-2 can be ordered as custom trim items
by specifying.custom dimensions "a"or"b".. Be.
,:}�� °r.'.. -�<•a,::.
sure to take into account the 3/a""head space"when
figuringcustomdimensions. ''=_ lit
6.
�-3 gg" The PC-5 flat corner ':'��.:��� �� . :��;•:=;�=��_ -rr � � ��,._ - ':�.s�
!^
:. , panel , works best on smaller Figure 17 When usedas cornertrim,the GR-2 straddlesthe ribs
of the pan6is where they meet at the corner of the building. The
v"~•'~ .a structures, and where .
- = the panels are running Tuff-Rib outside corner also serves as a gable rake(see below). .
;utside horizontally. It can be The inside corner (IS-2) .hasi similar dimensions but.with a
. t�closure sealed with outside reverse mOdle bend.
PC-5 closures.-
_ •� -
k: r �
GR-2 Gable Rake
r, ,.M.;>��"ram ,:• ..%�""•,• ,. :r,�
��3kSY��4?.�`�`1n,s i`^'1• 'j15i.:iu'• ..L=R%'r ��:Ye•�:5:�,�1,.',i}K<•'`
....ry �Er ..- r`.'"'-•' its•.••. ,:._;,.... ..�_. i� -
'
ice, _. ''` �'• r "
3/411
i
4 518" .
G R-2 b
b IS-2
Figure 18 When used as'a gable rake,the GR-2 runs parallel to the ribs of N--a—►�
the roof panel, and is attached with screws running through the ribs of
upright siding. As with the EF-1-residential rake, the roof side;can be
sealed with butyl sealant.
(352) 498-0778 • Toll Free (888) 393-0335 • FAX(352) 498-7852
- 13 -
11 N.
fc&�ti } may - �^�
u ra c n n
.. .. .,......_.....��•rx,.e;�•:�.ti�.r:.+s�.,.:--.ti-:r..::zc�.K:-:..tra=;�rs��.-��;�s•��s
Gulf Coast 'off-lib° Roofig Panels
Fastening Schedule for Various Wind Speeds-_minimum 2.11roof pitch
Wind Speed Zone
110 MPH: 120 MPH 136 MPH 140 MPH
Roof Fastener Fastener Size Attaching to: On Centex On Center On Center On Center
Zone Type Spacing Spacing Spacing Spacing
�°�'•='.�,r..: �(„ -Fy'-
rt�.YJ r. 000Il '•S.:w3w' .1: ^` s. 3rj1. iSp¢r44, r. 't.Yic.+ _ �;v:1v3i:.,:
-24' at ti •a. =T�n - 4:2 •�
'I' i1.tiµ•"T��.Y•C•p I,G}� �.�• /'J.�d'.}i4',�.111i _ 1a�. - ..I�T� � s. S�ri'hi a7•i -ti CL. 4•. ZY�:'.aJ.::,.
•f:t
�F�; ..F.. 'v SOT,„-r,,.., .�,�7C�-_�,2. _s;�•si?'�.-,: av-';%!;'�•c9;:_ _ti..F'�'F. ,:�a..c�. �-'•�' .r. 3j�'. 6.a=i��_• # �.
�::„a$'...4;,�� a�:ice«s.'�,it..i:�.'`tu':.a:z Y:k'(. b��:�i:f�;'-�1^"'�'. �{ 'ei ''""�:_ter"r�,:vii'��. ���1:,S s ,r 3�1'pe."�f.•=�.-�£
4?;..� �.. !.'�1)OdZB�.. __ _..;=z:�a:r:: .�'.�-_, .._.-..u-. 0`6:.". :;���3.:-:�^.-i',�,'rf:ti�x���•,N...,�-; Yp�_ ...t rJ:Y••...'•:i�:-.
_.r Wood rip a min.
v, 2411 24" + 24" 12"*
Zone 2 or '#9-15 x 11/z
w_oodzac® plywood Type 1 Type 1 Type 1 Type 2.
^'•:jy:`i'�.. .4:Cw '.1' ^�11 •P,:s, x� '*�•:F: �l t�,��.cy.' K:l- GxN�i�r...�14 sH's"
..�.--.ca4 OiDti fl^® :�^, j.r4li``�..•...ia.. �v Kati �t- .+4':`'- i"�?`'. s"' ,x l'fP'.,",s.• Y�,i:.g.. °I'.''Y v
n ;n.. y, n, ,.:ice;.:: -
r�.. ^per r' 'r W .05Ma,d ' •1 ,_-sa, ,:
FJ:3 va �.: '••:}�17C' i Z lc nsx. ,s
-c��`:Et .,+ a. .-s;r w i\��•`7 .�`4'"F � �1. Pi••.
sus ,-•� �"� $®'r�,s :'� F:EP S. 0. d.:�, ' tom".': •-sl'X .�.JFs'�-`�'i
. ;�'.;.��,�� =:rJ;OD.�C�v; a'+c'; .e: �.. `�<�•:�I�Q.ak`' �rp� ��;1
_ .:<'- .,v.i,sru-'.)7.✓a"._.asc=n.:xE.
*for'ix4 purlins, a//spacing is 24"
Fastener pattern
Fastener pattern
Type 1 t ! Fastener.'patterns Type 1 and Type
2 are shown at left,row spacings are
Type 2 _ n shown in the table above,and roof
zones:are displayed on left below.
Figure 7shows a simple illustration of
Zone 2 a lam the patterns. Note that fastener pattern
Eave ,: a . Type 2 is required at top,bottom,and
:.:. ............................................................... .':... panel,
end laps of-each pan s well as in
I' additional areas according•to-which
roof zone the fasteners fall in.
!I; Each"zone"of the roof has Its own
screw requirements. Dimensiona is
a
-----------------Ridge------------- - - - defined as 10%of the minimum width
................................................... a .
j of the building,or 40%of the mean
height of the roof,whichever is
Zone 1 ;Gable smaller;however, a cannot be less
;,..
{: than either 4%of the minimum width
:.. ....... .............:...................... of the building,or 3 feet,
Eave Ridge
Zone 3
0.
SPO
L
IPA
may. -.• _ _
Figure 7 Screws should be placed on both sides of!he ribs at both eave and ridge, EaVe
and on the overlap side of any panel laps.
(352) 49 -'0778 T611"Free (888) 393=0335 FAX (352) 498-7852
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Valley
fnstall panels 4 to 6"
from diverter '+
• :�'�T'?.^;„.;,. .i-`'•,. : ice'•'::..• :.�•i`�'" :�'
panei•..: t �';,'% ,. " ."•-=^i.' '�•�'; ;i: "r•1-.. �'1.
_ "c;.
11 .,. -. •';, YL'': '>j>h"r,;" t� P .••�t��wl�.?K:'••c•t!lti.+t` i.
'GSM. .y`S Y. �1�-i:•�i':..:'. :i�r,... � w ::irp �� '•~��
Or
:.::i'_.y,+_ '�„!.``l'.. :¢;:try-i+•: .� /v" „'_�, ".iw: r
F V—1 style ''d, e':ti
JS
�A'
°
`.:.>�:•':" ..,..'•`ire Ye:, '{'F."''isa:.,
'�r%- ,YI Sri` - '�:'�'t�,,.F���,—.�i�•4�L��t��5.i��+rti".• ',.ILSr.
Two basic styles of valley are available.
For custom valleys,specify dimension "a" Figure l5 Pre-formed val leys u se a diverter to p revent water
from rushing under-panels on. the opposite side, while
meanwhile channeling water off the roof. Expanding foam
closures are often used to assure a good seal.
Gulf Cast Iliff-Rib° Siding
• ;�,�. � ,`:.%,f,:e.:<<<� .:�;ser':�.• �R-2 Rake�-
=y° CoYner.p.13
.. �', x iv.'fc•rC,r.ur y• , _ Y.,,.:. u'2in•S.
• Pik` .�r�`�tr "^ sY''��.'!��`.i
M n t
" -�`; 8:�` ,s:.•<r.Y`,' ,.s i'
Drip Cap
Sliding
Door `
' i'�'h`'t,•''. -'s:C-.:';.�;�:u: .,;i3YYr^L':r>s3��;5%t:oa:•_ '%:u%:Ce�3 Ckihr:' `•:,c?'Y�.
er
f L^�.N•
• :�,nstde Cor,n�.-r=.• :,r � .
J Channel
<\•:
. :;1;�'^1�;:4�g. .e: � x£�Y''r�:- '� r�-7d,�`. ,f.P�lu•--;:,•.\ ^c
Drip
Figure 16 Common trims associated with Tuff-rib roofing panels
(352) 498-0778 0 TO Free (888) 393-0335 FAX (352) 498-7852
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tGulico , t .ei Y
.�-�."cx �'� �N��-��� pia;% �Mn� ; . .� i
. .. , ...' .._.,,.,.,,3X+r:M:Kril±�(.t°.'C:���:s:�..'.r' ass"x"S.ti.:J.r�'�r".,ss'2tr.]3'?'.•*ac`?FF'u^+"l.`EY+c.G-�.r�"�i6'A9'C.
+ 7
.���+''..t` 'fir'!�3 31�2.: �s• '•1; 2:.s. ��-� '= '.y�Y"M1.': �
• y,.. `.���k�.��: : '•_ `..n',,n.',';:e..i' is cry.
End-wall flashing is applied where.the,upward
T wall side of
slope of a rood meets a wall. he v
y ;
=�`.�;.v�:��µ��.. �t ,>. � ., •��:r`�� .� .-rt,:• .-;,:� � the flashing can with siding or
�^ ,•t,• y=:. � '�. ��� � ;>::_.:� .. Y g n be covered wt
counter-flashing, and outside closures are
necessary.to seal
��� �": :•t: caulk(SotarSeaf
#y A recommended) between t h e
_^ flashing and the
lk cau edge(order EW-1C)
;t. • �. ;:.:` _ '',,,. t panel.Roof slope
s• T., � .�a n_.+' �.,s '>' used If andwall not
coVered-by siding)
-•ts'sjzST*.:'a,. f��•r�z:'}='-'].KYf',ia-• •�.��;�e :+isytisrxyt ��^i;` ,',�"F',+4t' should be
_ �s`r�?r•'Y''-•-':fie,{:2.::.::.•rtl�`' r1"::.'ry: ez�'S` z:ak `...:'�-°-'�¢"z��!''
mentioned if roof
:.•,;.a-",�,!'$„�i''!`tc; `'` ir' sti 'S;:Ltx"� %l�.-,n. _'.v cr.• ..`"^` 1
'c?s^•^s.� '-'`•'•`�';;. Lc•. n��'�:.2 � /r
x,,,°••..�1:':,y`."� .:.,s'fir7;`�5:;.'s• rc'.`•�.`yty,: i�(:L:•• 'r., rfY,': 2 exceeds' 5 112
.ti "d.•.�: r" fig'. �.`;.; � '�•y,)
{y �wt;= itch.
:c^Lr�, -,:�:n� �':i{•.ss.. .'v`i"�t„ .�•` y.. ;ci 'i. %'n°�`= �;q'
_ .:s4jl:,'sr .,:a'<��u;�,. :gy;F.•r:' _'.,ti't _ c.'`�;;•.`.:r' `-c��9,7 p
. .. •.�> "y, u';,z'•G., .:::� ::1` �:'aa,-`'r � n' ,s:a"T'�.:,;,Cyry.9L•' •. ;>fi���e} ,
Figure 11 As with the ridge cap, the ENDWALL.
FLASHING above is sealed using outside closures.
Use EW-2 hemmed endwall when comering endwalis with sidewall ;'b ' '` . Endwall EW-2 Hemmed
flashing,such as with dormers or chimneys. i b lndwall
For custom end-walls, specify roof pitch and dimensions"a"and"b". i $ a=4r/a"
b^3}}
.• i a Flashing
1 '.,,7M!',�-� ::;tr' sip'��• .. t,.. .�. .;:.r.<>#...�5:...
' T a3.1. .' '"ary�QiSr .... - ,,.itin'y'_s,,,.w5+ _,.zi• }..`a'.:' ..x`,>�,'':,�"�i' 7'°<',: 'y..• -
•y
;x++ '• 'w'•Y,' "`.,,ri��"' y K., .,j',t� r�,;, F.7^:"' ;;, `?^ ''t`:`4` ''Mt•1h .
The TRA SITION FLASHINGprevents
�":{'"' {-}'73 'S`T'- ems{ f.u,.r nh, {�•=^ y ✓,::ry _�Gr:sii.^ .
. a-., .,n. x�sry 's� } k•,:.:13xr,''"�:r.�'-%••'..<;..�,
leaky s at:tlae oint where two different roof
{Q7 � ,�e•'> =#�s'iF 4�-�v;==` c. -yr.t,�' rP:' ''.�Y'.: � � -.Syi:
b .. •{�.�r "'"s:s n, '.s `C .� �rs�,,', •�tn.�c'.:•'�''�-'. ti� ��::`.'"_:,..n;
+ :t`. .y+t"� 'Sj., niE iV-' �`v```-i+^'f.�•',:�" Y.�t+,�rrs-'"' y�-' `!',�i.Fy,,
pitches meet. It must be sealed thelower
On ` �;;ys�M'a,-- �x ,,•rs>•• �",;aw� •
side with outside closures,and'can besealed s
....
underneath .the upper panels With inside ,�'�"•' �;sr:;�+=i;��z. :^� i3z�,
closures. The similar GAMBREL
FLASHING is used where the lower pitch is -ter-., .�•1 {,�, �, _� -fir ��:�.;:
`^�� r�•,,+„'�.ye'�" �:��1 �.+},t..,'� ny'''✓•`y:n'•�'�°-Kz,��.� ,s; ;�..
steeper than the upper. ..y�rb� <' tYti�n'; �.1 s t=1V
\1 ;tf-�'_�,t � '`�r•` �.�.V fa�`M
♦*..' k ^C'�Y`'!',,.' L'"+P! .7,.ysF .
. ,, L�.�� a•�fz`'f, .{rrji ikS,�:'ry•�,"`p,`'i�'t_.a
TF-1 Transition Flashing
closure ` :
,:yr i-�C.Y:r . .�.f;%.'TSB' 1�l.s:_ �r .- ••''YY
Figurei transition f n r'
2 The trans i n Tashi g' F=:: :s
(above) and the'GF-1 gambrel
flashing (right} provide a
For custom transition flashing specify the pitches continuous flrainags where two
of the two roof slopes and,if necessary,dimensions slopes meet. Both seal with
"at'and"b", outside closures on-the lower side.
(352) 498-0778 • Tall Free (888) 393-0335 • FAX (352) 498-7852
- 10 - �._.
,. ,......:�Yii•Y='hi}:,-�. :.`nh.<....zt:..•�'.r'Sr.'.L-:.Y7>4'F: �'�..;5.5!t - -
r'—
E�LaNF;.c7:i-.'i,�-s'�-!,::`;«KS;k fv�i: a!r;�<;�_',•:+•t:.,y .,y '+r.' ::�..��.�
---G lfcadgt
Ca s used to sea the,
The Ridge p 1 1e paint at
which two upward slopes meet. This can � -
be both alongthe ridge of the r g roof as well .:.{.��- . _ �' _•.:,... �, ,-,
"�::Y:.t+.. :mod»n:'c�^R .e'.,r�'� �� � '3,� �:`C C"' '•C'hb �s1`��'•�i-ii`•n.�:-.
as a covering fir a hip. Either woodgrip
`''R>Lac.
or self-drilling.:lap TEK screws are �� _ �:K�-•:�� � ~�-�-
- �,z•."�t;Y.;�rs �.�F,}`;."� `'m....s-.'.:,•''"Ss.::Ii�•,.":�'t rk
applied through theribs of the metal.
Since debris, insects, and w4 max" '�STD�`�� < ' .
K � t � t ...
blowing
rain can find easy access under the ridge
-cap: o either closures. are -required t
w��}:...; ���,>. �T�;�•�.;.:..
completely or partially seal the opening. � ,-;=. -- ,.;_~ :�,'�� - •-�...� -�-•,��: :�,_f,,;�,.F,:��:
:j:1,„.' '.� a'4�r` •L. -k"?'�r .bz'"' ., %:'�S,':}C,��ta r�'�C�:v`.'�:e.
Closures under ride caps come In 3
types:-solid,vented,and hip tape. Figure 9 Ridge cap showing outside closure(left)and profile vent
Solid closures ("Outside Closures") are (right).
the same width as the panels. They lock together in a row placed directly
under the screws that attach the ridge cap,and form a solid,water-tight,
air-tight barrier. u
Profile Vent° comes in 50 foot-rolls, is 3 inches wide, and":forms a water=
retardant, insect resistant barrier that allows hot air to e'cape from the
attic and is superior to many more elaborate and expensiv6 vent systems.
Any length may be'ordered.
Hip closure tape(Peel,,.and Seal°)is a sticky,adhesive-backed metallic tape nf.
that seals the hip roof..It is 6 inches wide and comes in;,Wi foot rolls:
Because it must 6e conformed.to the rise and fall of thq panel ridges,
approximately.l0% extra may be needed beyond the-Ier gth of the hip j ,f= ' �' 'A• "
being;covered: r
j Figure.10 Pipe-Boots provide a
wateMi ht seal around roof
Outside „ Profile Vent@ g
,/�. vents and'come In a variety of
closure orlVersa-Vento sizes.•They seal with caulk and
n%zn conform to the shape of the
panel ribs.
t F*---Lap or 21Y?Wood'
grip, �''•,�,
screw required-
RC-2 Standard 12-inch Ridge Caps '
are strong,economical and adequate for most of your roofing needs
g-C-2 style over sized ridge caps
a p-availabl'e with 18-inch coverage,or as a custom.trim
RC-1 style 12-inch Ridge Caps it4m:in total widths(2.times"W')of 14-,16-,18-,20-,
are also available in custom widths 27-,and 24-inch
(352) 498-0778 • Toll Free (888) 393. 0335 ,6 FAX (352)-498=7852
- 9 -
munn
• ..,nx _+..,,.....ar.'vFS:•1Mi si>:z:, l: a a-MF
3/4" ��;�,•ire: ��':;,;..•,;;�>� �� _,,
t.;\��1 '.�. ,.��Y•�,i•,
N.
Custom trim—s ecif a custom 4.
length for a or It. �� h;;,�,:;,Y,`•y
Standard dimensions — a=3" r View o EF-I able trim asda board removed
b=31+ Flgure':13 Gable flashing is used to trim the edge of the
roofing, anel at the gable end of the roof. It should match
CR-1 style, the eave drip that extends along the drip edge of the roof.-If
Custom.trim—specify a custom a � the pane(is allowed to hang over the gable end,eave drip
length-for a orb. b can be used•Instead. Butyl`:tape between the trim and
Standard dimensions — a=2-4s" '� Panel eliminates Leaks.
b=248"
-Side�wall Flashing .
caulk(Sblar Seaf recommended)
caulk edge(order SW IC)
� (used if sidewali not
covered by siding)
na�k�s�
.. „'s•`� iV=�. t Sit
Butyl tape
-._yfaN 3/4tt
a•5�;�`'z7�`'.w'ia3-''-�:'�F•��•t itti• +� . =�N�7;" t :rs'r-y .
h:ya
ksti':
, -+�''.'`-`:;'i.,Z:.,a, y^ti ''•':.'�''� .S'r,`n. ,!`-`r�•
ieWRlr�at�uewYi iti r r
Figure 14 Sidewall flashing is applied when the side of theSWl :
roof butts up against an adjacent wail. The wall-side of the .•:= ; " `'f ^_ at -.>_
flashing can either be covered over with siding or sealed Custom trim o specify a c om
with'caulk(order SW-IG). Butyl tape should be applied length far a orb.
where the"foot'ofthe flashing attaches to the roof. Statidarddimensions — a=3'
b=3"
(352)'498-4778 ,o Ta!! Free (888) 393 0335 i FAX (352) 498-7852
• - .. ... .......... .::d;",•;-r-,..:'a�5[-i^�'�"?iff'.::v"k:.Y.!;i:C'•?R b�.'�.�--=:iiFlet+'rF..S�"N�'i t ,
tr o v
^ t 4
� • > .4•L53:T39i]�,,S:Yta;r 3'�GL"ete`�� A';-LR.�'+'e�. -y�S"^..r_ ,•• $�� �
.tGxrt''�.�^t a:�•:iy-� ��:a�ati�.•z:��tF;z�:':,� •ti`i'.`.C>:: :��>-tw.: ..` -„,
ivy :::.<. �, ,•,••_�ta:.:�'•:- .^c`>"t•'`•:,*:-'", � �
�-'ice!'>��%r'i .=syx,:..'rk.7 \.i�i":s-•;;
FHA Style ED-3 Style 2 N
Eave drip Eave drip
-<L= �'.r%,3:a.�a�s'.'S'Sgl:;-c_,.-,�"t.-.:4$��H�{p i:+ne.:.�v„e> ,..M•-', r.+':�
} e{l 1, .J,r r+ ..1'ft-5.31e5.a_.4;..•2S�1:3,MY,:••:;V�-�,,�_,:<ily�-,`G
v� 7/r6,
.-„ � I C--•b—eI
For custom eave drip,specify the
Eave dr p a
Save drip Tvith fascia and inside z amount of the eave that will be
figure covered(dimension"a"),arid,for 8 Eave drip and Easels glue afinished look along the drip i.- steeper roofs,specify itch. If
eave of the house, as well as providing protection for the ; p p y P
materials they cover.The eave drip should completely coverthe ;Fascia a fascia is desired,be sure that the
top edge of the fascia. Inside closures,which seal off the open dimension you order will be
ribs of the panels,are optio.nai. -H b K— hidden by the eave drip.
z
Y Sumi zar y of Stock"M111s and.flashings
item special order in orination
Ttticl e'eaps(1 th Bitch if less a3 n (12'or gtr ater thazz 5i12 Also available zn
��. . . l`r er�vtwii�ths.GlosYire`s�ecozi�ar"rit�ed,f. :•.,.::::-
•t `:%t
ta•
Eave drip (FHA,ED-3) 2 common styles: FHA style is dire-pitched for 3/12 to 6/12 roofs. For
appearance or ease of application,.order by either specific pitch or as
gable trim(90°).
'1�-fie• a hz s:' ��eszd:e�tia �.�t�'''�lai �•. G�t��)` �� clsaIl� GR+�1 •za�es`�availabl'e;�C1se'
:a
l"saiazk'b .w ke n
P y. t
galleys(PV 1) specify pitch if greater than 7/12.*Seal with universal foam closure
material.Open-hemmed valleys(PV 2) aid water-tightness.
t'
Sdewall'::(5 ::1) :Use kiityl:saaiixt'letwgen:sicieval .fls yazid aneI.:
Endwall(EW-1) Specify pitch if greater than 5/12.'Seal with outside closures.
`itci 0— t�otl `roofs:` e"' 'Ies er:slo`a srri''`::iifs'de:clos res a'zid
Tlrans%tiori fla�liiigY': ..g. .3';�;. .�• �,., � �.o .f4. u .,
z ;.
:i :desz zis uar
(352) 498-0778 ;Toll Free (888) 393-0335 *TAX (352) 498-7852
- 8 -
wAVANT1
w
consulting engineers -
Mr. Dustin Baker :} October 24,201 i
Guff Coast supply&Manufacturing, LLC.
4020 S.W.' 449n St.
Horseshoe Beach, Florida 32648
Dear Dustin,
The purpose of this correspondence Is to address<requested supplemental detail change for
product approval FL11661 and associated gable`. edge 'flashing. In our best engineering
Judgment the attached detail showing ED-3 style eave, flashing at rake edge with maximum
panel overhang of 2° and #9 tek screws from panel to roof edge complies with said product
approval design wind pressures and a,:tsoclated Florida wilding code requirements.
We trust this corresponden adequately addresses=the requested detail change, If you have
any quesfions in rega�gN109 lctdkpp ondence, please feel free to contact me directly_
ti A, ,a ,
Since ely, �` a���, titi �xr�,
_ No.63131
S'rATE OF
David Schona e Jr! �OhiAt �
Enct:,l=ave flas ing detail.
'4
is
i
t
i
i
I ,
i
11-136 L01
1095 E.thandon Blvd.;Brandorn,Florida 33511
(813)6155-2864 Fax(813)655-2886•Mt6ffx vantltom-_a corn
9-15 X 1'/z" WOOD SCREW
W/WASHER (12" O. C.)
MAXIMUM OVERHANG 2"
PREFINISHED
TUFF-RIW PANEL �
BUTYL Q t=A l A M.
PLYWOOD, OSB r/` f'" ' ED-3 STYLE
OR 1X4 PURLINS f � � � 1
�• f � ; • �' � SAVE FLASHING
ED-1 STYLE
EAVE FLASHING At'
(aiterncrflve to ED-3) li i WOOD TRIM
(BY OTHERS)
GULF COAST SUPPLY & MFG., INC
4020'SW 449 STR=ET
HORSESHOE BEACH, =L 32648
888-39.3-0335
- •. Illlllllillllllllllllllllllllllllllllillllllllllllllllllllll
2018144229
Permit No. Parcel ID No P3 '26•z l -0 f`f" �O A O10
D NOTICE OF COMMENCEMENT
State of County of C 41C.® .
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. 3'29-2l- O141O —OO poo 0
Street Address: '-
2.. General Description of Improvement
3. Owner Information or Lessee Information If the Lessee contracted for the Improvement:
NamoTe1-J
39667
Address City Stale
Interest In Property: Olt xrylla \-
Name of Fee Simple Titleholder.
(if different from Owner listed above)
Address City State
4. Contractor.
Name 4-7�?
Address T �3 (, City
-A State
Contractors Telephone No.: D 3`
5. Surety.
Narie
Address City I State
Amount of Bond:$ Telephone No.:
6. Lender.
Name
Address City State
Lenders Telephone No.: W Y
QZC) Of
7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by U-I LL
Section 713.13(1)(a)(7),Florida Statutes: LL =Q J 0
Name QDU _W NO
CL CDO S Q Q-
Address City State 0 Of W Z to (L
Telephone Number of Designated Person: 0 O Q O
8. In addition to himself,the owner designates of_ LLf 0 M U U
to receive a copy of the Uenors Notice as provided in Section 713.13(1)(b),Flodda Statutes. f— } FL
W LL Y
Telephone Number of Person or Entity Designated by Owner. F—
Q fY
9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the Q I=_. 0 Q J
contractor,but will be one yearfrom the date of recording unless a different date Is specified): - p ? U 00 Q LL
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT �' L�F— IX Z O J
ARE
INIDOURDPAYINGPER TWICEYMENTS OR IMPROVEMENTS NTSNDER PTO YOURP PROPERTY.nA NOTICg OF71313 ORIDA COMMENCEMENT MUST BE AND CAN ® tz L� _ Q W
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT llf O O p Zr11
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. U 0
Under penalty of perjury,I dedare that I have read the foregoing noUce of cem cement and that the fads stated therein are true to the best Q 0 �O U.
of my knowledge end he0ef. lLj U)Q J Q
STATE OF FLORIDA I (� LL
COUNTY OFPASCO Z
trW� I I— T!Y Z }
tp SHMMWIDNER Signature of Owner or Lessee,o ers or Lessee's Authorized I CO F— I— CD � d co
•��n�j* COmmhs10mA00162748 Officer/Diredor/Partner/Monager
P. Exphe110=171berS,2021 -01
�erno� umak7Mreuapgl�mryemtw Signatory'sTltie/Offices
The foregoing Instrument was acknowledged before me this 23 day of Ads_,24by S
(type thodty,e.g.,ofilli stee,all a In fad for �� AN
q �Q
arty behalf of om nsI ant was a a( tad).) a*Personally Known produced IdenUficetlon❑ Notary Signelu 00
Type of Identification Produced Name(Print) .'r c ,"A'"
1.01
• Rapt:1985057 Roo: 10.00
DS: 0.00 IT: 0.00 ,
08/24/2018 J. R., Dpty Clerk �`` a
PAULR 5.O'NEIL,Ph.D.PRSCO CLERK & COMPTROLLER
wpdata/bcs/no0cecommencemen(pc053048 08//2R4//2018�1_32am PG f I