HomeMy WebLinkAbout1120 E 11 St (2)CITY Of Building ��
��p\�
& Fire Prevention Division
SkNFORD PERMIT APPLICATION
FIRE DEPA T:IiENT
Application No:�
�y.
Documented Construction Value: $ /, _� 0 CV
Job Address: / /' `0 .1 / 54- Historic District: Yes❑No
Parcel ID: :�0 _ I Cl- - 10100 ._ 00l 0 Res idential2Commercial❑
Type of Work: New[] Addition❑ Alteration❑ Repair❑ Demo❑ Change of Use[] Move❑
Description of Work: pe- - Rocs F
Plan Review Contact Person: Title:
Phone:
Name l Gfrt // -r-
Fax:
Email:
Property Owner Information
Street: 4-'; s * 54 reG _}-
City, State Zip: 3_2 %? %
Name
Street:
Phone: (401) qqo - 6700
Resident of property?
Contractor Information
Phone:
Fax:
City, State Zip: State License No.:
Architect/Engineer Information
Name: Phone:
Street:
City, St, Zip:
Bonding Company:
Address:
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6' Edition (2017) Florida Building Code
Revised: January 1, 2018 Permit Application
�I
-EKfcrtCrte
f Authorization No. 2_9S24
17520 Edinburgh DFy
ICAL SE:(813)
Tampa, R33647
483-3421
EVAWATfO , REP6RT
FLOAJDA SU1LONG CODrm Sy" E-OM 1fy (20.14.)
F aaeeg3r rear: TAMKO SUIL.pm PROQU.CTS
220 West 4'h Street:
fsst ed December 14, 20116
Joplin, MO 6480'1
(417) 624-6644
VAnukt;Wring Rents: Jopfih, MO
PhiftipsWro, KS
Predefidk,-MD
Pallas, TX
Tuscaloosa, AL
Auaft Assuranes: UL LLC- (QUA9625)
SCr06aE
$u6rallegoty+ Aaptiatt.Slirn les
Cade Sections: 1:607.2.ti,150i' Z Y.1,
1523.6:6.1
Properties: P110081 prr pbrties, Wind Resistance, Wired
Driven Rain
Entftv
PRl t OnStn�tim MahgWs T� (1rTgg78)
m
rt
TAP 1
TASIBO
t?R.t Coh"woon Mpifeii>3fs T98}ir oqw* t'TST5878)
TAP-061-t, -w
TAS W
i995
Pfu C.onstrucuon Materials Technobgles osS mm
TAP-054.42rtit
TAS1310
1gg5
PRI � Mataws* Teahndogies (T lUT8)
T,041�-01
TAS 1Q0
.
1905.
PR1 GldnstnscUon AldtQi Bps Tactu>> fes (1S7'S670)
TAP'-i 17-02-0d
TM Y kl
ORI Construe an Meteriats Techr 6�g (tST8878)
M wpor ttu� Matefwa Tom, , (iS t'56..
TAP-i30 06$-04
TAP-191 ¢�-0d
TAS to�gg5
TAS 1 QEi
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PMRI C�sfia6on At7atorr`a� f (f ST5$7
TAP-1654)2 01
TAS t
10B.*i
Pml Cotrstruatlon Materials Ted"soioos (1� - 8)
PR(C' on Wbeia1� Uchno,ogies
TAP460- �-01
TAS 160
(1 T5476)
TAN03-62-01
I AS IW .
PM Cw*trucUon Materials Techt U875878)
TAP-W7--D/
TAS '}m
lggh
PRI. Construction Maferiats Technob ' (TSTS$78)
TAP-3i4-0 -01 Rev 2
TAS ISO�ggb
PA Contblai6n lbiatetials Techrarlop es (TST5878)
PFPU Cwntruc iiferials Tochntdogl �(fiS"",O)
TAP:316-02.01
'TAP-317.02-01
ASTM D 6381
TAS 100
13 1
UL LLC (TS. . I
OZtVf® 7
ASTM d 3161
2*
UL LLC as —TOM)
UL LLC (TST9i 8)
04NK3 M
AS-fU D 3482
ZD69
03NiC 6
A3TM DUNI
2008(?AiB)e1
UL 239f1.'
UL LLC (iffiT9i 8)
O6NKCi3898
ASTM D 7158
ASTM D 3161
2tw
2069
UL LLC (r5T9 8)
MCA59132
ASTM D W
ASTi19 D 3161
2009
UL LLC 4ST
091+i1C0 m
ASTA(D 3161
2009
UL LLC (i6T8628)
10CA3t1498
AOM b3462
ASTM b 302
Z00}i
2009
UL LLC (TST962S)
10CA64882
ASTM D 3161
UL LLC (TSTV62- 8)
liNK14014
ASTM D 3181
2w
Ul. LLC (TSTS6,?13)
12CA2s1
AMU D8482
ASW. p 3161
2W9
2WO
UL LLC CrWDM. )
UL LLC (rSTSM
4786110!$43
AMU 136381
2DM(2013)e1
UL LLC ('r8T96"2$.
4787W762
4787148748
ASTM D 3161
AM D 7158
211dg
2408e8
ASTMS D 3161
moo
ASTM D M
2W9
T13P180ti1.2.
FL18355-R2
Page i of i 1
This evaluation report is provided for State of Florida product ap proml under Ride 61G2". The rnanuf curet "I CREW
Tecbrll pal Services, LLC of any product changes or QuaNty assurance Changes duoughout the duraWn for vttft this
report is valid.
This evafuatoon wport does nbl a-Vress mr imply warranty, installation, reta iner►d6d use, or.otgar product attributes Zttdt
spectficatly addressed herein.
are not
CREEK TAMKO 13UIMNG PRODUCTS
'[*-CWICAL SERVICES, LLC
PIRMUCT 6ESM"CM
Elft-lGlast-Sa919 i2-1/4' X 86"* ASTM 1) 8161, Class F and ASTM D 1i %., Class H self -wall 3 b
fFMderfi*, Joorlh asphalt shingle withfib8qflass -mat mated on both sides w*h asphalt arignd surface 4a
Tuscaloosa) ceramic granules complying WO ASTM 0 3462, .d with
G1566-SeRi
(FraderIck &
T-USM)COSO)
flaw -Sell
POP*
"WHaame -
(113461fitt. Fraddfick,
Joplin, OhHtlpsburq
- . W.
Wrilhigeo Proraluin
odame,
TUSC81001511)
Hedta&6 Premfurn
(Fr"orick)
"O..fiftooo vista"
M1131111419burv)
H611U966 Wbodv4s
(Dallas -A pre&iick)
wafflave wdcogilu
0Wd6dc*)
MP find Rle ShIngil6a
ovoeiri* a jop'nh)
12-1-14"X 36",,AS-TM 0 3161, Class F and ASTM 1) 71 K* Class H self-saaft, 34ab
asphalt shingle With fiberglass mat boated. PA both sides with asphalt and surfaced with
ommic granules complykV with ASTM 1) 3462,
12-11P11 x 36", ASTM D 7158'Classf-Vegli
s H ielng, 346 OttOttshingle
with't coated on both sides with' asphalt and surfaced with Warn! I c gra
vAth ASTM P W2. SUnplem shall tie used in the non-HVW only;
Miss complying
13-1-14" x ;3 - 9-3ffl', ASTM D 3101, Class F.and ASTM D 71K 0*19S.9 H fibeiglass
r0linbreed, larnInated archtteettiraj asphatt shingle sW?Ced -WM tnkWAI granules
COMPIY[hg with ASTM D 3462.
13-1.14" x 3"/81, AsTM'L) Siel, Class F . and ASTM D 7158
� Class fi fiberglass
r'ehWwd, l9M1ftStf3d.arChlWC(urql asphalt shingb surfa ' .ram grarttilf+s
c=Wng vft ASTM D 3462. Wd
IV is W., ASTM D 3161. Class F and ASTM D 7158.
Class H MWOM Mhblved,
laminated arehl[Nom) asphaft ~e suftoqd with Mheml granules OOTMVM vAth
AS.TM 1) 3462.
17AR')i 41r-, ASTM D 3161, Class F and ASTM D 7156, CkM H %GVaW Minforced,
laminated archdedwW asolaft ogleS�oe`d with mhlerat ASTM D �4� Wfth
13-1/4* X ASTM D 3161, (Naw F MW ASTM 0- 7 011M Rfberiqlass
reh*rced, bWnatod.amllIftectutal asphalt 451� P'uftced -WM'a*VWW gMijies
WMPIYIM with ASTM D 3462. 1 .
12' x 36-W, ASTM D 3161, Class F fiberglass roiftwd. larnkidw amhhdw
asphaft shingle surfaced with mineral granules conV" with ASTM h
shall beUsed In ft non Vflio*. .3462i ogles
UAW x 12'. AS ..W D 3161, Class F.fiber&w reird=W hip and fte &Sphan
shingle surfaced wfth ff*mr8l granules
mPyfg withASTM D'3'4eZ . .
Vlnft and . 906 ft A ' RMP 1Z x 12", ASTM 3161, (lass F fiberglass reintmed, hip and 6 Whaft shingle (Pid"100urg), . to ridge
SUrIAGed With ndneral granules COMPlyft With ASTM D 3W.
1t%r_1Mwj_z FLW8 SSA2
This evalua fiGn report is providedpage�otli
101tiuue of WWVdapproval .under Rule MW0,3. The manufacturer "IiORWEK Tedinical Services, LLC of any product dmnges or quality assurance dianget throughoid the d=f)Dn for vfth this mpwt is vatid.
This evaluation report -does nisi express nor IMPIY wwantY, inSitallatiori, reomunwWed use, or Qftr Pr6duct Wbutes that are w qwdfic.afly addressed herein.
I
CRE I Z K
TECH*t4fCAL SKRVICES, t_LC
INSTALLA11011
Elite elave-Seato
Basic Wind Speed (Vao-
�Frederick, Joplin a
Basic Wind Speed (V;,w);
Tuscalobs.2)
OeGk (ti.VHZY
(frederlef, J(Vin (Non-
HVI44 & Tuscaloosa)
Dec* (Mort-HVHZ):
UndeflaYment:
Min. slope,
(HVHZ):
Installation (Ndn-livw):
TAPM BUIMING PRoDurTs
Asphaft Shingles
Max. 194 mph
VAX. I'm mph
In aCCOrdanoe with FIBC reqvh-emeft;
Solidly sheaffied tuln. 19132 in.. PWftd Or wood plenk for
now construction; Min. 1�42 In. P1YwOOd Odsting
wnstrucHon,
In accordance with FBC requirement.s;
Solidly sheathed min. 1.t;/32 In. PWMd Or Wood plank lot
new construction; min. 7/16 In, OSB e"nq Consmidim,
In acoordance with FBC requirtn''le'll'Its.
21.12 and In seem Oanc6 with FBC requirements. Refer 10
the mandacturees applicaft instr
uctions niCUORS witen Inoalting
shingles at slopes.graMar than Z
211
Installed with 5-1/8 kM eMO.sure jn 8DOOTtWrwq with RYAS
115 and manufbciurer's ou%hed InstaIialIbn instrax M
.811ngles shall be bftchedl, aft 6 Nail Pattern" OWiled
below.
Inttalled wfth 5_11AWnch mgmure in ac'=dwjoe WIh FBC
requirements and marklitacurees publptW h%"#WR
inshuctions. Shingles shall be Ott dwd Ming either "4 Nall
ft#enf or `6 NEIII Pattern" det.akd bd*,
FiOure 1. Elite Glzsa-�gj Gim-Seri
4 NMI Pa ft-M (ftn~
M UP.
Figure 2. Elite Glass-8val & Glass -seat
6 Mall Paftern
FLIMW-R2
Thig eyaJustlon report is provided for State of Florida prodod al approvpage 3 Of 11
. under Rule 61CO.3I The manufacture *1alFiZR7C_MMK
Technical Services, LLC of any product changes or quality assurance ftWs throughout the du4fian for "Ich tits report is valid.
This Ow,luation report does not express nor' imply warranty, installation. rwMmended usp, or after prodLtat Wributes that are not
spedfcaily addressed herein.
CREEK
TAWO BUILDING PRODUCTS
Aspftft Shingles
TecmicAE, SER-YicE:s, LLc
Hadtagoo
Basic Wind Speed No):
Max. 194 mph
(Oa Has. Fred I eT)C-k, Joplin,
Basle Wind Speed (Vasa):
Max. 1 W mph
Ph011psburg & Tuzoaloo8a)
MO (HVH7-),
In accordance with FBC requirements;
&
Solidly sheathed rein. 1W2 in. PVAWd or wood plank for
HeAtagaV Fwmium
new construction; Min. 102 In. PW.mod existing
Pallas, Frederick
construction.
structIon.
Phillipsbarg & Tuscaloosa)
Deck (Non-HVHZ).
in accordance with F13C- requirements;
&
Solidly sheathed min. 160 In. p4vAjod or wood plank for
Heftgoe Woodgate
now construction; Kn. 7116 in. OS existing construction,
(ballas & Frederick)
Vn ' detlayment:
In ecoordanoe Mth FBC "*ernerb, .
Min. slope:
212 and in ac=;darm.wft MG 6eqUirements. Refer to
the ManufacturfWs al)PlicInstructions mfien Installing
shingles at slopes greafer than 21:1.2..
Installation (RVHZ):
Installed with O-W in. exposure in acWdanoe with RAS
115 and manuIbcWre08 published itis%WCO InghWions.
Shingles stiall be 91(odied wft *6 N911 Pattern" de"TWd
below.
lnsWaticsn (ikon-HVI47):
Instp1jed With 6-5M in. Womute in 40=darice With FBC
requirerwrits , and ma AnWrers publIshed -installation
inswOons. 'ShInglesshall beaftachedusM" eMark4mail
9
Puttee or t 0.40 Pefte dda!W b w.
"L
zsm
Figure 3. Herkageo, Nerftge@ ppmjum, and HWdftgeo WOWOMe (oaths)
4 Nall Paftem (non-
.HVHZ only)
i ". �--74MA*-7-
FASTEM.MS
7-""44-74
OMMURE 5-60
Figure 4, Nedtave & Heftoo Promfu
6 mail Pat.tem
TORIM11 FL18355-R2 Page 4 of I I
This evaluation: report is provided for MatiEk of Florida product appwval under Rule W 4320-a. The ufecWrer SW -M* CWtM
Technical Semices. LLG of anyproduct changes br quality assurance changes throughout the iltraflon for vAlch Us report is valid.
This evaluation roped doet not express nOr imply warranty, installation, reooffvnend6d use, or oNr product aftutm that are not
Specifically addressed herein.
CREEK
TMMICAL SliRVICES., LLC
114 k-E-1124-7-Iffhl V-
Figure S. Heftgeo Woct;ggte
is waff panern
3"V
119tire, 6- Heft gbS, HwjMge* pre0kirn, j% Noma
Altenwto 0 man poftem
F
1-1
TAMKO OUILUNG PRODUCTS
AsObah Shingles
I Cow -on BW
E*a..nded Kfall Zone
half FTfturns ftin Rgures 3, 4, sfvdO may be placed hT the wit zone m descrftd ab&ve
NA8356-R2 Page 5 of 11
7M. &aluefioi report is Prodded for ttke of RorWa`produd appcoval.under RtAe 61GM-a. the�Actuw �"l " �ORMR
Technical ServMes. LLC Of any Product changes or qaallty assuranoe dlwws throughout the duram for vAiGh this teport is vam.
This evaluation topok does rwk tvpres6 hm Imply warranty, IngellaWn, reDommended use, or other product attributes that are not
specifically addressed herein,
CREEK
'TECHNICAL, $FRVICES, LLC
HGftgeO Premium Basic Wind Speed (Vh):
(Frederick) Basic Wind Speed (Vela):
Deb* (tiVHZ)-
Deck (Non-HVfiZ):
Underlayment
Mih. slope;
Installation (HVHZ):
Installation (Ndrf-HVHZ).
1�
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max.194 mph
Max. 150 mph
In accordance with FBC requirewnts;
Solidy sheathed min. 19131 in. plywood or wood plank fdr
new construction, Mn. 16f32 in. ' plywood eAdng
construction.
In accordance with F8C requirements;
solidly sheathed min. 16132 in. plywood or wood plank for
new construction; Min. 7116 In. 08B endsting.conaructlDn.
in accordance with FBC requirements.
212 and in acoDrdwve with FBC to . quiremetits. Rektto
the manufacturer's applicatim-Instructioh?s when trutalling
shingles at slopes greater than ,21:12, .
lmtalkd with 6 in, VVDSM In accordance with PAS 116
acid inantdacturerla publMed installation krstruG.tioAs.
Stdngkt shall M -aft6ched using &6 trail NNW deiallet!
below.
Installed with 5 in. exposure in acooWgnco %o!h' Mc
requirements and mawkKfi rer�s publd Installation
mstrXmilons. Shingles shall be attaclvd ushV efter *4 Nall
Pafte or *6 NO Pattern* detailed ' beloW.
Figum & HwftageO Prorniurn (Pre&rkk)
4 Nall ftnem (non-HVHZ only)
J A
Figw* S. HeftgeO Pwrnium (F;re&r'IcW
6 Mill ftfferfi
fik
TBF)i5001.2 FLI8355-R2 NO 6 Of 11
This evatmfion Mort is provided for State of Florida product approval under Pak 9I62D-& The manufacturer stWi notify CREek
Technical Services. LC of any product changes or quality assurance changes throughout the duration for Which this MW Is valid.
This evaluation report does riot:
express not imply %varmnty, installation, r000mmended use, or other product attributes that are not
specifically addressed herein.
CREEK
o TECHWAL'$ERVICES, LLC
HarftgsO Woodgate Basic Wind Speed (V,,h):
(Frederick) Basic Wind Speed (VLd):
Deck (Non-HVHZY.
Undeftyrneni:
Min. slope:
Installation (Von-HVHZ):
TAMKO 13VILDING PRODUCTS
A�Omft s6inglas
Max. 194 mph
Max. 150mph
In accordance with F13C requirements;
Solidly shea%ed'ivin. 16/32 in. plywood or wood plank for
new oonshx*n, Min. 7/16 In. 0S8 e)dsUng construction.
In a000rdanoe with FBC requirements.
2:12 and In accordance wft RC re'
Aulferrmts. Refer to
the mariLdacturer's applicarfan instruclions when installing
shingles at slopes greater than 21:1Z
Installed with 5 in. e)Vo$ft in accordance With FBG
Mquitienienti; and. manufacturer's putdistped instaWon
inshiotions. Shingles shall be aftad*d using eftho *4 Nail
Pattem' or *6 Nall Pattern" detailed below.
SUM r
Fig 10. Wfl"60 WbWqaft fte&Ack)
4 Nall Pattem (r!wj~asijy)
RI
1
fi've
Figuiv 11. Herit4-pO Wbodgate- (Frederick)
6 Neu Paftm
TBP-16DO1.2 F08356-IR2 Page 7 of 11
This evacuation report is Frr-,d d for State of Florida pro W approval under Rule 61"A The nenufacturerao-no*CREW
Tecbrileal Services, LLC of arty product changes or quality assurance changes throughout the duration for m4dah this report is valid.
This evaluation repot; does not express nor imply warranty, installation; remmended use, or oft* produc'aMWes that are not
specifically addressed: herein.
CREEK
TECHNICAL SERVICES, LL-C
Hodtagee vinuffoo Basic Wind Speed (Vat):
(Philllpsburg) Basic Wind SpeeO (Vasd):
Dbok (Hvf4z):
Deck (Non-HVHZ):
1,1nderlayrneent:
Min. S-10pe-,
Installation (HVHZ):
Installation (Non-HVH.Z-).
TAMKC) BUILDING PRODUCTS
AsOftaft Shingles
Wax. 194 mph
Max. i5o mpb
In accordance with FBC requme
ire rtts;
. ..
Solidly sheaffied min. 19132 in. plywood or wood plank for
new construction, Min. 15132 In. plywood existing
constmoon.
In accordance with 1`80 requirernents;
Solidly sheathed ffH'n. i&.w -M.'PIAwood
or wood plank for
new construction: Min. 7116 h-. Ose-e-ldsting construction.
In acoordanC6 with FBC "4ments,
2142 and In accordance with Fpt rbqU
famlebts. Rofer to
the manufacturers appllcsft Instrudflons when Ingtaffing
shingles at slopes greater than!M-1Z
Installed with 5 In.. 8VOsm in accordance with PAS m
and manufacturer's publiftd installation. 1 '
SNtVles shalt bo attached 0"'% Neil Pafterb! diftIM
below.
installed vWth 6 in. exposure in acoorOdqoe with PPQ
requirements and manufactuner% publislied IrmWaVen
instructions. SWnigles shd be attached using either I's Nail
Patter'' or '6 Nall 00ttem" detailed
Figum 1Z HaftageO VjrftgW
5 Nall Pattern (non-HYfiz o*)
Fig-m I& Heriftiga@ VintageO
6 Nail Paftrq
TBP-16001.2 FI-18355-R2
Page 8 of 11
Ws eV91'aaftn. report is -provided for Stale of Florida Product a0proval under Rule eIG20-3. The fnanuNmWdlall �n^OtMK
Techrftal Services, LLC ofartyproduct changes or quality assurance dianges thow&M the durdon for which this report is VaW.
This aVAuallon reportdoce no exprqss not Imply vWrranty. inswiation, re-cornmended use, or oftr',produbt attdWAps #Wt are not
WAcaltv eddfessw herein.'
CREEK
TECHN.ftAi. SERviOEs, LLC
Hip Woo Basic Wind Speed (V„ n):
(Frederick & Joplin) Basic blind Speed (Veld):
Deck (HVHZ);
Deck jNon-HVHZ):
Underlaymont:
min. slope:
Installation:
TAMKO BUIU3ING PRODUCTS
Aspftrtift Shingles
Max. 194 mph
max. 15D mph
In accordance vAth FBC requirermnfs;
Solidly sheathed min. 1S132 in. plywood or good plank for
new construction; Agin. 102 in. plywood existing
construction.
In accordance with FBC regWements;
Solidly sheathed min. 116132 in. plywood or wood plank for
new construction; Min. 7f16 in. OSB eAsting construes.
In accordance with FBC re4uir metrits.
212 ar;d Inaccordance cor+dance vAth FBC requiremerdt .
tinstalled with 5-118 inch exposure in accordance v+ftt► the
FBC and manufacturer's published krstaliaiton instrLmuons.
The direction of the exposed end shall be away from the
prevailing wind.
VH rk of preVelft wind
ffl
exposur.0
Figure-1
S4%
titer
Figure 2
Fi91ttrir 'id. Hip & Ridge (t~rededdk & JopllTtr{r}
fife
TBPTW01.2 F..98355-R2 Page 8 of 11
This evaluation report is provided for State of Florida product apptoval under Mute 0620-3- The marudadurer dmfl fw* CREEK
Technical Services, iiC of any product changes or quality assurance changes throughoukihe duration for whfah this report is valid_
This evaluaion report does alit express no; imply warranty. IhMallation, reponimen d ed use, or other product attributes that are not
spe~iy addressed Herein.
CREEK
TAWO BU"ING PRODUCTS.
As"hIrigies
Tk-CHNfCAL
EVRVICES, LLC
phaft
kfintirgGO Kip
Midge Basic Wind Speed (VwL}:
Max 194 mph
(PhlillpsbUrg)
Basic WW Speed (Vwj):
Max. 15D mph
Bieck (HVHZ):
In accordefice with FOC.requirements;
Solidly sheathed min. 1W39 in. plywood or wood plank for
new construction, Min. 15W In, plywood existing
construction.
Deck (Non-HVHZ.).
In accordance wif� FBC requirements;
Solidly W*adwd Min, 15132 in. plywood of woqd plank f0f
new consftuction; NrL 7/16 K OSB existing wrWiruclion.
Undetlayment:
1n.1cooidance with FBC requirements, I
Min. Slope:
2112 etW in Accordance with FBC reqq6mdrft,.'
Installation:
Installed with 5 inch exposure in accordance with the FBC
and manufacturer's published Installabon Instrucgons. The
direr Wn of the exposed end shall be away from the
prevailing wind.*
DIFG-c"On of Pwalging Whad
4.- . .
M
Figure I
ProUra 0
-V fuml a ra
Figure IS. VirdageQ Flip & Ridge (Phiftsburg)
7-7 77-7
Twi5001-2 FL18355-R2 Page 10 of 11
This —evaluation report is provided fa $tate of Fbrida produLl apprm.'t under Pwie OWNS. Tfie,manufaclumshall row t
..Te&ipImaI78endces. LLD of any product changes or quality assurance changes throughout the-dumfian j&MLt this report is valid.
This evaluation r0pert does not expresi5 nor. Imply %vrmnty. Installation, re=nmended use, or cftr product aWbutas that are W
spe~IyaddrelisWherein.
e-
CREEK
TtCf4H-lCAL SEFMcEss, LLC
LWITA`ri US
TATj W SUiLUNG PROMJCTS
Asphalt Shingles
1) Fire Classification Is not within the scope of this evaluation.
2) The roof deck shd the roof deck attachment shall be designed by others to meet the minknum design loads
established for components and cladding and in acoordenae with FOG requirements,
3) The mean toot height Shall be restricted to a mwdrnurn 33 ft in fibs NVNZ.
4) Classcfication to ASW D 7158 applies to exposure B & C with a buRding mean roof height of 33-ft or less.
5) Deck substrates. shall be clean, dry, and free from arty irregularities and debris. All fasteners In the deck
shaft be checked for protrusion and corrected print to undwlayrhentappfioation.
s) Stiingbs shall be installed stsriing at the eaVe in horizontal layers such that the laps shad seater frorh3 the
deck.
7) instsilaf?on of the evacuated products shall comply with this report, the F13C, and the manufacturers
published application instructions. there discrepancies exist between these sources, the more restrictive
and code compliant detail shall prevail.
$) All products listed to this report shall be manufactured under a quafrty assuran6e pr<Vram in ccmpMnce with
Rule 61432133.
COT S'f"-AT
The products evacuated herein by Zachary R Priest, P.E. have demonstrated compliance vAth the Florida Building
Code a Edition (2014) as eviftneed in the referenced documents submitted by the marred m-anufechimr.
��E�tJ3eiEtFdttjt nn
rj,
15,12.14
CF-
46,
1 3-• 19
No 7dt121 . •
1 -05 toot
; (i
1f STATE Of a
o�O�L� Zsctsary R. Priest, P.E.
+�.l.p �U,••.C? o��` FloridaRegii tratitm. No. 74021 .
s Ab OrganizaicanNo. ANE9641
r,V°t+tNAL tte't '%%
CEtRMCAIM' OF !MWM NCE
t RMK Tgc1mk:al $eMoes, LLC does not have, not will it 3oqulre, a Rant ial interest N. any cWgany manufachaing or distribu ft
products under ttds evoluaW h.
cREEK TerWcol Services, LLS Is not owned,. operated, or controlled by any company r 0nufecludng or distributsig pmduds uhdQr
tifrs Owduation
Zadmry R PdesL P 1=. does not have, nor will acquire, a financial interest in any c ornpahy mantdacturWQ or dis6+3 ng products
under this evahuatim. .
Zachary R. Priest, P.E. does not have, nor will acquire, s financial interest In any other erft Invdmd in the approval prooess of the
Product-
tmD or- Won
Fl_1835 i-R2 Page 11 Of 11
This evaluation report'is provides for State of Nova product approval untfer Kuie wLA4u-�i•. im manuraGturer snau notify s.' vAn
Technical Services, L G of any product changes or quality assurance dianges throughout ttre dnfron for which this teport is valid.
This evafdation report }ions not express nor imply warranty, installation; rscormnended use, or other product attributes that are not
specifically addra,"ed'hereir,
CITY OF
SkN�� Building & Fire Prevention Division
RESIDENTIAL RE-ROOFAFFIDAVIT
FIRE DEPARTMENT
RESIDENTIAL RE -ROOF INSPECTION AFFIDAVIT
NAILING, SHEATHING, DRY -IN, FLASHING, AND ALL FINAL ROOF COVERINGS
PERMIT #: 6 wo?" ADDRESS: /A�0 LS54 J /�/� 5*-
1 ev e a 41- / 'AS A(N) GENERAL, BUILDING, RESIDENTIAL, OR
ROOFING CONTRACTOR, ENGINEER, ARCHITECT, OF F.S. CHAPTER 468 BUILDING INSPECTOR, I HEREBY AFFIRM, THAT ALL OF THE
FOREGOING INFORMATION IS TRUE AND ACCURATE AND THAT ALL ROOFING COMPONENTS LISTED ON THE SCOPE OF WORK AT THE
ABOVE REFERENCED ADDRESS HAVE BEEN INSTALLED IN ACCORDANCE WITH THEIR PRODUCT APPROVALS AND ALL APPLICABLE CODE
REQUIREMENTS - SPECIFICALLY FLORIDA BUILDING CODE, EXISTING BUILDING. IN ADDITION I CERTIFY THE INSTALLATION MEETS ALL
REQUIREMENTS FOR SECONDARY WATER BARRIER AND NAILING OF THE ROOF DECK, IN ACCORDANCE WITH THE HURRICANE RETROFIT
MANUAL REQUIREMENTS (BASED ON F.S. CHAPTER 553.844).
LICENSE #:
COMPANY / CONTRACTOR:
CONTRACTOR SIGNATURE:✓�� l DATE: d ! 18
(MUST BE SIGNED BY LICENSE HOLDER OR OWNER/BUILDER)
A FINAL ROOF INSPECTION IS REQUIRED:
THIS SIGNED AND NOTARIZED AFFIDAVIT MUST BE PROVIDED AT THE JOB SITE AT THE TIME OF THE FINAL ROOF INSPECTION,
ALONG WITH DIGITAL PHOTOGRAPHS OF EACH PLANE OF THE ROOF SHOWING IN DETAIL ALL COMPONENTS (DECKING,
UNDERLAYMENT, FLASHING, DRIP EDGE ATTACHMENT) WITH THE PERMIT NUMBER OR ADDRESS CLEARLY MARKED ON THE DECK
FOR EACH INSPECTION. THE PHOTOGRAPHS MUST INCLUDE A RULER OR MEASURING DEVICE TO CONFIRM ALL NAIL SPACING AND
OVERLAPS, INCLUDING DRIP EDGE AND VALLEY FLASHING. PLEASE REFER TO THE RE -ROOF POLICY AND INSPECTION PROCEDURE
PAPERWORK FOR FURTHER EXPLANATION OF ALL REQUIREMENTS.
**FAILURE TO FOLLOW ALL REQUIREMENTS WILL RESULT IN A FAILED INSPECTION, A RE -INSPECTION FEE AS
WELL AS REQUIRING A DESIGN PROFESSIONAL (ARCHITECT OR ENGINEER) TO CERTIFY, BASED ON PERSONAL
INSPECTION, THE INSTALLATION OF ALL ROOFING COMPONENTS.
STATE OF FLORIDA COUNTY OF 5'EMI NO U G
Sworn to and Subscribed before me this 2g day of re5K W} l 20 1 S by:
—T; tK ,E _L Kw -lam T . Who is Oersonally Known to me or has ❑ Produced (type of
jS1
ti i atio as identification.
ature of tary Pu Ic
State of Florida
[)�tl A-_CA-A)NM
Print/Type/Stamp Name
of Notary Public
PATRICIA TANNER
'•: ': MY COMMISSION # FF967070
EXPIRES March 02.2020