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Code Version 2017 FL# 9190.6
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Search Results-Applications
�I#_ Tvce Manufacturer Validated By Status
FL 1 - Revision LP Building Products CBIICK Approved
K FL#:FL9190.6 Engineering
History Model:LP SmartSide Strand Substrate Lap and Panel Siding (561)491-
Description:Precision Series 38 and 76 Series Primed Lap Siding. 9927
Precision 38,76,190 Series Primed Panel Siding Including Silvertech&
Smartfinish.
Category:Panel Walls
Subcategory:Siding
*Approved by DSPR.Approvals by DSPR shall be reviewed and ratified by the POC and/or the Commission H necessary.
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacv Statement::Access billyStatement::Refund Statement
Under Florida law,email addresses are pudic records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under
Chapter 455,f.5.,please c8dt bete.
Product Approval Accepts:
eC tac
Crrnw Card
Safe
https://www.floridabuilding.org/pr/pr_app_lst.aspx 1/16/2018
� :, � � ,� - d" ��s nm>,,g .,.,:'k tk�5 'wsa"�i~��s�t;�+�5'��"�"� i'*y��• �s��v c�'° -.
.- ..A' i,'A F 3 �$• zF. ffim
PRECISION W 76 AND 190 SEWES
Sm"ARTSIOE' PRIMED PANEL SIDING
, ,., .,..:,.:_,: �a# 5t #Nc INCLUDING SILVERTECH �SMAPTFINISH
OR
t !iu .torr_ rtruf and yyat_. VaV0r Q1-,U01 c ctitira' r nnnts
• �: t�tp t{nte of m.t star ti,rr> s cines meat'nE f,�ccea��t `*t�
flr«r ?"r��is'r: 'tE'SI r L neck wur lcca bu ;n' COME for
fc,: �ncrx standards�,et�nrfin in l�CES-f1C s21 arty tl�s a-h{eveU �` � �
;.00!'L'CP..Cir'.ttiil"unser FSK ?fG'.ti.i�i_tiff?6.�-rRb r}fQn;tir:+n app'-�diE.:h i?'OCE"lUCt�S f0' naric�?'ini rl"7iSr::.2 d"? `>'tdtBC v+,3'yJt
t sE t ti t+ray, nitio i,ndet Yi11#�-1 R-73` 13.For luJ:'.E tired.
cp(°.5 of Caai t Ear EE C�_i+,°� - E'�Ji .
C EJ Cnit 7 "trt.:ft^r•iN.ICE' cS C.£_r�r Q•T5 }� 'flEs,fl '�;t
• v} .nen using vvet biovim ceil.i}GSk?imj.l�3x!OPF, TL tr,SL'i file Ci
Or
z Moat not i~te in direct cor'.tact td!l:ll The S:diN and It ITi+JSi ble
��(-�;_i3ir{�.¢flf tt"iFE=#i: Vv":dVu.ay:.athf)JL-Oti?. _
allowea to dr,a riinirnurri of 14 hours or'ong r{l specified by
+ pyp,isy5n Series pane!St :tnF,'wiv .vsi't..Vti:.',ECC.yr SMAp 1"iN;I H ti"!e insuiatlur:'manufacUrer.
[a�f'ECr`1C:il °x'r s Pf)!a a:4 r tIS*er£3 tdcor °ri :?iif£z5;rtfrPr�ttt�
e ° s i-° t F+L,': t • gs.np;,.h ai,Kcc:;, sere EC ES ,..:1 nc-1 .PPP#'F"en�.Puered-loud
3rt$eri� �:d.i C+.:�itlt'.�v,::ie,Ro;k.i_o?$,"r.citEi.flq r;U..f.'>. - �
sidinS to a structure havi 1;e.xic es5l 1,?i nei%ture uond do i z sud,
ac i Va Q COiiCretE,pl3StC cr wot t U,,,4n reli +.osc nsulati0n 14;
+ JVariti'-iu!ti�in ,iearanie.mustsL'maiii,,6ire=bets ee yt,il i
to
si'm conditions exist the=buildiric ,r u _,?ive#vQntiiatcf#
a10 fln'Sr.,sr e. ai#rfr it t,ury prix,to the app€ic.-,1 or.of ttic sidi n+v.
• `+, s.. o't"!:_�f 3`.T6s r:t!n ,Cfia' S. ;..sztiiS4 dd'tE:<<,Nt€=. rt` "a;+i% •
E r,:ilSt not tlf.Applied' d til grea_it'.:Sr croake'ftructurai
'CI,n
a ce;.3,anCe Q"at le+—,t t i'.. rnm atove any uyfa t,
,arnine;°members Dor not aptly;Urr;ov t rE;ln snai;erF cr
ti;;C KlEr:SltE+t irlE"r'.at�(i:�i .
• f;<tiE?tr;'Uril i Nl.i_l•+�srd?{LQ i.'i inte.!:ectE'.)ii w•..Til roof iiile
• .l:tti=rS rC r2 c`C*`t'?iI';�nef yrs f-ir:edit Qi-,f r^_t :'d_ter
+ fq;sFl:';l.tn E'1 SxS"tari�lPT T ,;t R;rr?:;prEl's:i3.:iSt4f' ':3:t.:..a, +#'{:'.
wvter buil0up.
• all j kxposed'avooijr si.tstrate r.'u-.;T be 5ealk :n,;t riiannet that r a a t e ha. '
+ r1 ,rC w,1 E 15taiiC'G crea.fsabl.. Na er r>5,w.s .rr:r t ss
psarprtL r., S°ore intrusion arm graver ujildv-p,
aEQ;,,;red behIr;d the sid€;>M.Lrnsuit-your Rival b;.+ii;,i!ng,co,-e for
• s_s r,-fres:tor teconi mend LP Si-nx-Sick Panel for use,kr.ICF a' ' dirr..aiis,
SW,assem.bi{:,•s.if used,I-Pw0l riot warrant tnt BBC ink and
j'; ;irli(iF.l!Qy"vf if Y.Cdiart :y 4f`dddt:`dt t t Q`S!e ,'.a'ri F to:?.
LP VUiii r.SStrt?'Sk'r0 resis92t5S;$tlit`;�lOr i:',t3teC y^vntTrdTICrE:
+ 1�taxi i5e `5Ri S " `reC sicn Ser eS Uanel siding tditl 51L: ER C#1 Or
;i! dues Clf_'t sefC A7dty Yr's€ r 'i25lsta?'
• SIR NG'Nati<T NOT Bt 1 C1iRECT i_ONiACT VVI:# Nmr1St)NR'i,
t:dr!'+ r.!-?mAed to S#Ied-arl OlTver Outt'C-0i 5�'{aI TU!Eri.
(t?14CREJ1.BMCi'=. STONE.S1 UCCO Els:.MORTAR
ir
50
:— -- ,
i',`tt~;S r,c{ �ualiiy, r?art-}xarja ,rocdiSitcl ;F
sealan-1.f oillovv mo sealant miarutactorer'5:nstruCtiOns fw
+ jtote of{the Ersunc`."lell st-if}potted,on a'!,It S:dace.JI1der a
dtij#JllCdttQrl.
rc i ar sc-par3te VVater;;rccf Co"erin;
• t;se a r i h-�uali' extenk seaia^i-eetir�f.1-eA,1-VA 492G,
• ICEE'{?cj;i;l..:r,E e.4rt 3nC r r`-. inc-pe-£,Crier to an,0iCa1)tirj.
rnini4Ttum class 15,sealant-
ma :11
•
Pr t r isicn-38 and 76 Ser `p_xlell i-g n `it be s ii(ed C€
_ Al:ugee`ogs'-nfist,tAPEu ethisiaeuui a he' n t*, er
16 nil. '..)C.fr&r-iit'Sc oriiv Vv'hen`91s Idling oTr}'k r 0 w trc Tlirit-00
hx.
)roclswn 5,ter{e5 140 Seties pane tact.,°,i3;€'QF.i,rfC°•,
tl,-,t a L_O,,tpiCsi!this xe shown on I fle f=iiC�v"vtC} T1 4;E�
* ;r ail insta;iatiom over rnas;:?ry or cc; r_r tt Walls,the vi ail Shall
be furred cur:1rst7 Open at zhe t0p an,'bOtt0 n Of?#-ie YsaR''10 aliow
for tenaectiv verti'lation betu+r?�'t framirs;;pa eti to in G.C. 1"he
,e of tits.-'tsYaC ,? ;to;lU e 1t 'Z f:3t"Tay f3f—0
ti dt�k:tl .... t
perietran---p, A property lri al.y'd,,:re;;ttixb R walw-resistant :iar?afr
is requ wiJ betElY`eeri the S+Ci;Cig 3r.d naso iry r,r i:ftnue-e 4Va'.t5.
1-,&h-4Ltajity arty}i"latex Iry r7�, Pi.1d Sr s'EY "1 r7Le fo list on
gri
5trdt °s,i5 h?igtS:V rtC YTrni. JEd.
• iri52all i?iCK Ol'L t'lJC_f=n.i to li' t�t..'Ilr_i'i3ti'_ inti s-he€yl: t:r?f Serr i—gioscl or Sa'n finish of for 3tkyd paints are al cpvtahl�.Ycr
flat alkyd paint.please cher(w;ith t;a Coating manful Etttret for
•instal(step`(35hir,z with,rninimlirrl4 ir:.untie, ;eg
Eheir re(:omr;enuations fo, _ise cin i.olnposite wood Siding,
F-oll33h the Giatii g. iTfa:zufac.ture, s apl:til..ation and
oroteriy ivtegrate flashir€ ,.vito zhc secondar`{ ivla;n-en?"cle institL CtiCin°;,
Use iliius—p i ap. flas"''r rf tFvE ?-flnhif-=g, r'3I'a.?r 4t'-ms as
needed to maintain the€ounterflasnirm Principle. OQ NOT USE
semi-transparent and trinsparent strains.
•'JG NOT exte-nd the siding 3:tr in in"G tie pick-out fla t?ir.ia c•qut.. � Shake and shingle paint
s.
/inykba5ed resin-Turn-fulcas such as v€;nvi alezate,PVA:
tea v:nyi acetatelar.rvflc cop,.lyo6e, paints.
•Maintain a deara-rice oetweer,the end of the gutter-arid the ad
:0ining,%.fa':;to allow f r pr;per maintenance of the sidiri5 HANDLE PREFINiSHED LFA SMARTSIDE PRODUCTS WITH
EXTREME CARE DURING STORAGE AND fAPR4 ICATIG i.TOUCH
• t;,see as?: apni ALL exposed ut sg s UP ANY DAM-AGE To THE FINISH THAT MAY OCCUR€URINC
APPLICATION PER PREFIIe K ERS SPECIFICATION
M MA
f M
'�' �,.. tri r.t~e` �w.Lzx:;��.+�����aY.�'' ;�+•:�,"4-. �+?va. �s�_.,�'., .�s���.:i
Lia Siding , 1
tva ,Wail assernbliea ,3 e stir e.Uir, e t3 .i.shank
Mirlirrlurn 3"'clearance -tt�'T�et-: 3.liC fiend itsarrrafer,,'tet ':fiftltpw dT,a iZF'r�'€i?n=15
between trim and roofing ?6 Srxs parfs and rtrs 1m 3d .131 i; .
harkfo :jnl3
d net r J.�90 head tiiarr eterl tot 1913 Se iF5 pa lets Do nor.
% 7 /_— _-- <r�r"I cin piat,en fa,t r:lir R=fn in yrcr r dt a: tild ng,rilde
-f j fc Yi'rify the Minimum ailo at.c fal;tener site:
--
E Pf ne'rije t:Eli`ird framing VV006,St-rJ01'ral -nets and s*nu--
t„r f
'i'.t1Cr)of 1-1 iL In
For 38 Series panels,double nail nv"ro s°dwer ri eeli 5 Wahl
C-laslq+r valaes.
_ — — i In.from edge
Ciean fain
: ='_`. ' gutter
{ Alignment tread _� w
'jS in.gap
00 not rust trim or Siding inside t
of the icicle:out flashing
9 �
Double row of nails
a +Fpr 7€:and 1`'0 Series panels �. {l senitirR trieet-,wail t`raling
Tfirr;sh; l;u!d to tilt enough so the siding Moes r, extend be
requirernents.To rnee?t`ia equiva ent� � she a wa0 design.
°iron^-tie tate of the trig~:
values,double nailingploretiures mast be Uset'.it ma be n?e
frim at-to fascia rnil st he a3pi4ed in a manner that k': ;l not ailow l 5L ry:�ani;°sa��.:lx tfl�a Scd.o'{ ell Gt'G (sQr ti ;E:n'!<31�tl r�
faa i ='s',C-' ?a;r,,3T1_.drit.`eil thel3w the+urfaz
• LPI Smartsi;_e.”sid nz is riot designed andlor malnufactured 3/8 In,from edge
to be urspd as trim(1r faS -3 LP SmartSide[Ar n and fa5da arc'
Alignment bead T
a?.ai;af3 e in a variety of d,)ier sions. C _ ..,.... _�,,,.. _ . .. ..
int,gap
[#Q Nail
. P€role and paint all exposed Surfaces including all drip penetration �
it
edges or where water will hang. . �
r;
• rP i n ''!c0. it s c0C5S;los;L'- S dii1hin v8 duVs a,.
of app.icati`n
s . . Sirl,,&rOV-4 Of nei„
Applitration instructions (Cont)
•Shear va�ues for nariels applied directly to studs shall be no greater CONDMON CORRECTION
than noted in Table lot the',-'C-ES Re.; rt f`R-13f:1 ,r Table 1 of
PQ-N tiSnug ; 11
A121,, � u.g Jl(
•Not warranted for application,an SIP and ICF assemblies.
Flush
�Y
CAUTION Visible fiber Paint
•38 ant?76 Series par,e"s must be irtstailed on"n,C C `ra;Tlira
sa, e s a�c
oniy:1pJhen installing en 24 in.O.C. frarning.190 Series. n � a Countersunk'/•b- (s rM. � Apply sealant
,
ieyuiied.
Countersunh more Apply sealant and
•Backside of panel must net co-me in contact with masonry o," than Vt in, re nail
concrete fGufldation
•ua not force siding into place.Main-,,An the illustrated 7 gin.spate
behind the joint to alicru Tor exponsson whilct the pane{equ:lierates • , , . . .
With the soca:env;ronmert.
•!_P"SrriatSi e'Paries s uirtg rilust rct be attdOwd by stapfrlg.
DO NO ;NSTALL fI'VFr,ALrCNIVIENT BEAD.lnstas{pas e:s in light
coniact to the edge cf alignmizint head.(see Figure 1 ar:d Figur 2'
Clint,cut the surface o`the sid r'ig Sl3ch that t"e"U'tati4n Of the b'ade
cuts downutiard of the pr'.mrd cr prefir.ished sur*ace ~`` . --Trim
Where Si t'(7?butts window trim,1t)C31 Caa5ir12s ane rta'SOIry,etc ;P.V
a 116 in.gap ars.:
Insulated Sheathings 1 �``�� _ `"�•' .
LP71
zdr;SIJe S-di ig5 r13V be n5(3ilP.d over!owcoriprA_tclurl'g d 4 in. min.vertical e` Prime and paint
foam or exterior g�rpsurr.The Mowing precautions r-:ust be followed. flashing �-�` ` 'e���•- bottom drip
t in.min.
'~�� �. edges
a?Adegvatr_brad^r.�of t%:ewe!!ir:rtccordance rill%;il<e internaticr;al clearance from ^-
iodes en other-ulin; building catte.s re a?red. rao ing ~� �t�
b)For rigid foam Shea hing up to 1"(25.4 rrim)-hick. sie!ne may be
narieo directly to the foam sheathing _Isss a dra r age Ulan; t{t
is required by the hca:bu rtg rode.Nail length must he in
t.rte.c'r5ud ie en5t1.`i;�,rnirinur-? Z-1%?' (�$.!rTIP,7�faSter:erperaetna-
t nn irt_,the strtartr.r ;f.—?.mini.
C� For rlgld'O7tT!sheathing greater Chani:n,(25.4 rrr),a n7in:mum ; ` �a.
1-1'2 in,i 8.1 n n r l- fi? { ' x-. "Ins. s >r o:.rs .,z�s �, . ... _..,_,e._.M
` 3 ;thiel:�y., ij2 in.(8,:.- mm}wide ve�t�ca'strap-
ping:;'furling strip?lust be ins:aIed over the sheathing tc p_,;•v-de
a solid,ievel nsiling base fcr the siding The strapping must be HORIZONTAL IVALL JOINTS
sparely fastened 10 st?uctara!frarning spaced rte greater than+16 BUTTS-FLASH _AP
n.O.C.{4[36 rnmy with a minimum nasi pe tear;tion r f 1-11/2 in (38.1 :iSiding ';rding 5iockin
.n rt;and a maxi?um naE spacing n.-.1,neater than to width o the 3)8 in. g
S 'l
f
sidyng. min gap r. Blacks?
LouisianaPacif is vrill assume no:espons'tbrity for any Carnage or
condition arising froll?.h.v u,;e of rigid foam or exterior 5 ypsurr} 1 3n.!?lin.t�
Sloped overlap Lap top panel
I _. flashing with over bottom
4 in. vertical lee panel
_Nail3,'g in.
' 1 from edrge
' X12 in. max. LAPPED HORIZONTAL WALL 10iN-r
field nailing
'-5idint;
b in.max.
j -� perimetei i.'. Graming,band,'oist,
6 in.max. ! '`
nailing t truss chord,etc.?
perimeter na ling "` • ,
I * >% i in.min, Will Framing
overtap
130 not let nand l/ 6 in.min.ground
contact masonry clearance
Foundation
Scant face width
HORIZONTAL BELTLINE JOINTS
For multi-story buildings,male provisions at horizontal joints for
setting" Shrinkage of framirg.esoe(ijily when appiving,siding
directly to studs. Siding(4 ft.x 8 ft.)
3i8 in.gap 1/8 in.Rap
:.-' Sloped flashing with
4 in.vertical lep, SPACE JOINT 116 ft
BANG BOARD OVER
PAN EL FILLER. in,x 10 in. Peter to rfailing,instructiuns
band boaid 8 in.gap
Filter Board
Siding(4 ft x 8 ft.) LP pan&,sidings are accepted bv,!,e State of California as cateizon/
81140-Exterior wall sding--and shpatNng for',Ahidlarca Urban 1rterface
"Nut',applications. For"N'U I compiia nce,hiscall eP panel sidinos in
accordance with LoijiSiana-Paclk's pfinteo nstjjiation instructions
with the addition of fire retardant seal(UL Listed fire caulk,nomin-A
1;1"bead)in the vertical joint and nailing,pattern of 3"OC perimetR,
nailim'J'S"DC Read nalir g !-C-ok for taw California State Fire Marshal
Qffke label on our siding,
T The Louisiana-Pacjfic Corplorarian("Ll)")LP SrnaftSide Siding(the
"Products")Emited viarranty(the 1."Jar-arity')appl;e�only to
OR
Sill plate Sill plate structures an which the Products bave been apps et.finished and
maintained in accordaw-cf1with the published appifica-tion,finishiriv
L nto
--te
and mr i;nterjan,p instruct icins in z4fert at 1,he time of af4i liw,46cin.
The fa lure tof-Alow such applicationT finishing w rnainteriarcL�
Siding
below
Ity
,;III ate ItaSIZiRP --------- Instructions will v,, r.
�d the War , as tc the port-on of the Produc-s-
Ll f
Dyth
affected evariar<.ithp`Affected Products`).
min,1/g in Cr
I-P as�wmes no liihillt,,for arry loss ni damaq
fiashing betweer Ptustainefl by the
sicling and Masonry A's fectml PT'odult9 and isexpressly r&eased by th,c'pjur-cnaspr ca Q%vw-r
foundation
masonry. frfirn any inch inns cir iia lidity.
Any modifiration of the VVarrantv's appfication,finishing or
e requirernents is void ana urwnfoiceatlP unless app"Afed
in vvfl t 1 mg pr;*Or to`a 1)p t ion t v E did.no Cere.i a!Mao a g,e r or his
designee and a rriemJer of the LP Legal Department.
F-1i 'i copy of
Lre warrewtv of for insta?!Gtic.r. d
LP S-rar',SiGiri pfodLtt,szippnn Vii-h e,,te at:
l"Ire'lor Finish
wv-vw.I pm sarts idexom
1> r�t Tor add
Coele Approved Breathable
Water-Res!stive Barrier
3(61n.gap WARRANTY PEMEDIES ARE NOT AVAILABLE IF
f Sloped flashing with P17011IRFMENTS APE NOT F0l'-L0WFD-
11 4 in.vertical leg
Cal. Proj2 SS Warning.Use of this produrt may rewlt'n
nxposuries to wood dus',knovmsin- 01L�State af
Nail fin
Space window/do pr- -"Lio not damage) 3 Cause Cancer,
manufacturer's instruction n
SMARTSIDE"
alternate inside corner details
0,;p 3,t,6 in
Cap 3r16 in. and seal and sea!
. l ' S
t � F ( i ri ''t•
I
1 i Vapor Retarder
Breathable
Sf tL'f-reS;Statit
t barrier
i # 4
� f �t �� f I ,,�� �� �.•�� i j fir./'
yy t 1 33373 � �F `+#� i3 1•''}}�#
- T- •r r,- 6Iff,.. minimum
i 'L s '�•� i �F � .. -„1 g
Pant
t ground .ftlear nce
bottom course detail panel joie
A PA
PRODUCT REP09T ,
-
LPA' SmartSide`, Precision Series PR-N124
Treated-Engineered-Wood tap & Panel Siding
Louisiana-Pacific Corporation Revised July 2;20141
Product: LP SmartSide Precision Series Treated-Engineered-Wood Lap and Panel Siding
Louisiana-Pacific Corporation, 414 Union Street, Suits 2000, Nashville,TN 37219
(800)450-6106
XM.lacoro.wm
1, Basis of the product report:
2012 and 2009 International Building Code: Section 104.11 Alternative Materials
• 2012 and 2009 International Residential Code.Section R104.11 Alternative Materials
• ANSI/AF&PA SOPWS-2008 Special Design Provisions for Wind and Seismic
ASCE 7-10 and ASCE 7-05 Minimum Design Leads for Buildings and Cather Strrdetures
)CC-ES At tanct�Criteria for Treated-Engineered-Wood Siding,AC321
® APA PRP-108 Performance Standards and Qualification Polite for Stricturai-Use Panels
+ NES Evaluation Protocol for Oetermination of Mood-Resistance Properties of Building
Elements
• APA Reports R&D 870-1,T87Q-45, T91 Q-11,T91 Q-20,T97Q-4, 7970-10.T88Q-13;
T980-17,T990-23,T2008Q-12,T2008R-73,T2008P-74,T20090-54,T20110-59,
T2012P-22,and other qualification data.
2 Product description:
Louisiara-Pacific Corporation SmartSide Precision Treated-Engineered-Wood Lap
and Panel siding is overlaid with a resin treated paper and is available with either a smooth
or embossed surface texture, The siding is available as laps or panels. The siding is
treated with Zinc Borate for decay and insect resistance. All edges are factory seated with a
primer,
LP`s'SmartSide Precision Series Treated-Engineered-Wood lap siding is available in 378
and 7116 Performance Categories, in nominal widths of 6, 8 and 12 inches and in lengths up
to 16 feet.
LP`s SmartSide"'Precision Series panel siding is available in 3/8, 7/16 and 19/32.
Performance Categories,4-foot width and in lengths of 8,9, and 10 feet. The 3i8
Performance Category panels are available without grooves or with grooves spaced 3
inches on center. The 7716 and 19132 Performance Category panels are available without
grooves or with grooves spaced either 4 or 8 inches on center. Minimum thicknesses at the
grzx:ve and shipiap are documented in the plant Quality ManuaL
3. Design properties:
Allowable rocking loafs for LP"Srnar'iSide"`'Precision Series panel siding are listed in Table
1. For 318 Performance Category panels nailed at shiplap edges,use 5116 Performance
Category shear values. For 7116 and 19/32 Performance Category pane,sidings na fled at
shiplap ed 9, use 318 Performance Category shear values. Design wind loads LPA'
SmartSide 'Precision Series lap and panel siding are listed.in Tables 2 and 3,respectively.
4. Product installation:
LPA Smart Side Precision Series Treated-Engineered-'Wood Lap and Panel sidings shall be
installed in accordance with recommendations provided by the manufacturer
,AomKloeejp.vorrJsm 3^i�and y��,v4v.lt3corp.com;sri ar#sideii�drielt�and APA
Englnepred Wood Constra tion Guide, Form E30(www.�@pnood.org/publicatlans). The
16 2014 APA-The Engimered Wb6d Associatkr
APA Product Report PR-N124
Revised July 2, 2014 -- Page 2 of 7
maximum span shall be in accordance with the Span Rating shown in the trademark. The
LPA SmartSide Precision Series lap siding shall be permitted to be installed over the faces
of structural insulated panels(SIPs)in accordance with Table 4.
5 Fire-resistant construction:
Wood structural panels that are not,fire-retardant-treated have been shown to meet a Glass
III (or C)category for flame spread. Unless otherwise specked,fire-resistant construction
shall be in accordance with the recommendations in AEA Fire-Rated Systems, Form W305
(see link above)_
6. Flood resistance evaluatiori:
Selected properties critical to flood resistance of 318 and 7116 Performance Category panel
siding, including uniform loads, concentrated static loads,concentrated hard body and soft
body impact loads,fastener performance,wall racking resistance,edge thickness swell,
linear expansion, hygroscopicity,exterior bond performance and large panel and small
specimen bending properties were evaluated at a 16 o.c. Span Rating in accordance wilth
NES Evaluation Protocol for Determination of Flood-Resistance Properties of Building
Elements. Test results in the dry(as received)condition and after moisture cycling in
accordance with the NES protocol were compared to the requirements specifies!in ICC
Evaluation Service(ICC-ES)Acceptance criteria for Treated-Engineered-Wood Siding
(AC321).
7, limitations,
a) LPA'SmartSide Precision Series Treated-Engineered-Wood Lap and Panel siding used
outdoors must be finished in accordance with recornmendations provided by the
manufacturer.(see links above)and APA Engineered Wood Construction Guide,Form
E30(see link above).
b) LP's SmartSide*Precision Series Treated-Engineered-Wood panel siding is flood
resistant on the following properties: uniform loads, concentrated static loads,
concentrated hard body and soft body impact loads,fastener performance,wall racking
resistance, edge thickness swell, linear expansion,hygroscopicity, exterior bond
performance and large panel and small specimen bending properties. This evaluation
applies to 318 and 7116 Performance Category panel siding at a 16 o.c. Span Rating.
c) L P�O SmaftSide Precision Series Treated-Engineered-Wood Lap and Panel siding is
produced at Louisiana-Pacific Corporation facilities at Hayward,WI, Newberry, MI,
Tomahawk,`,NI,and Two Harbors, MN under a quality assurance program audited by
APA.
d) This report is subject to re-examination in one year.
8. identification, .
LP6 SrmartSide"Precision Series Treated-Engineered-Wood Lap.and Panel siding
described in this report is identified by a label bearing the manufacturer's name(Louisiana-
Pacific Corporation)and/or trademark,the APA assigned plant number(357 for the Hayward
plant,416 for the Newberry plant,435 for the Tomahawk plant, or 399 for the Two harbors
plant), the product Performance Category,the Span Rating:the Exposure Rating,they APA
logo,the report number PR-N124,and a means of identifying the date of manufacture.
0 2014 APA-The Engineered Wood Associaiion 07-02
APA Product Report Pft-N124
Revised July 2, 2014 Page 3 of 7
Table 1, Allowable Racking Shear(plfj for LP*SmartSide Precision Series Treated-Enreered-Wo rd Panel Siding—Sheathing Shear Walls with
Framin (flo -Fir-Larch or Southern Pine for Wind or Seismic Loading"' �
Minimum Panels Applied Directly to Framing Paneis Applied over 112-inch or
Nail 5/8-inch Gypsum Sheathing
Performance
Category Penetration Nail Size Nail Spacing at Panel Edges Nail Size . Nail Spacing at Panel Edges
e9 ry In Framing ;Conxnon or -- (tn.) (Common or --(in.)
(iGalvanized fi I 4 3 2ta) Gegoz)ed 6 4 3 21st
t3ox
-- - ) -
5116ts 180 270 350 450 180 270 350 450
--
5d 1-114 I— --- -- —— -- Sri - --
,�6;s,et 200 300 390 510 200 300 390 510
--
i8'S,$) 220 320 410 530 2611 380 4501�i 640
_—J_—_-
te 1-1/2 --- - 8d 240- 3b0 450 585 tOd 280 380 4901"` 640
_ � `
19,i3`ss) 1-5/8 t 10d ( 340 i 510 665141 870 - - - -For SL 1 inch=25.4 rnm, i pill=14,6 N/m.
For framing of other species (e)Find specific gravity for species of lumber in AF&PA..National Design Specification;(b)find shear value from table for nails size;{c)multiply value by
0.82 for species with specific gravity greater than or equal to 4.42 but less than 0.49,or 0.65 for species with specific{gravity lrs4 than 0.42.
All panel edges mist be backed with 2-inch nominal or wider framing. Parts must be installed with the long dimension oriented in the vertical direction. Space nails 6 inches ox-
along i Aermedtale framing members for 3M and 7/16 Performance Category panels installed on strxls spaced 24 inches a.c. For Other conditions and panel Performance
Categories.space nails 12 inches n.r.,on intermediate supports
For shear foals of Win at of pernrranent load duration,Ve values in the table shall be multiplied by 0 63 or 0.56,respectively.
Framing at panel edges must he ainches nominal or order and nails must be staggered where nails are spaced 2 inches o.c.,and where 10d nails having penetration into framing
of more than 1-5.18 inches arra spaced 3 inches or less,ox. Exception: Unless otherwise reWfed,2-inch nominal framing may be used where flag naiili"i surface is avallable and
nits are staggered.
Fxcept as noted in Footnote 7,panel thickness at point of naifintg at panel edges determines applicable shear values.except that 318 Performance Cattigury panels nailed at stvplap
edges use 5/16 Performance Category shear values,and 7/16 and 19432 Performance Catmory panel sidings nailed at shiptap edges use 3t8 Perfom ante Category shear values.
bWpiap edges must be double-nailed;one nail must he placed in the underlap and a second r�aif must be plaoad in the overlap at the nail spacing specified for the appliva to stwar
value.
Fasteners must not be installed in panel siding gmoves in the field of the panel siding or wttten the panel siding grooves oc:,ur at cart edges of the panel siding.
Q2014,APA-The Engineered Wood Association 07-02
APA Product Report'PR-N124
Revised July 2, 2014 _ Page 4 of 7
Table 2a. Lap Siding-Maximum nominal(allowablel dein windspeed,V„s "}
Maximum Maximum Maximum NominalAllowable}Wind
Performance Wall i Siding Allowable Speed,V !''(m2h) 1
Category Stud r1} Width Wind Wind Exposure Cate or
Spacing I (in..) Pressure
in. sfh 8 C D
6 80 170 150 140
3f8 16 8 79 170 150 140 __J
12 50 140 120 110
6 80 170 150 140
16 8 76 470 150 130
7116 _ 12 49 140 120 110 i
6 71 170. 145 130
24 8 51 145 120 110
32� 110 90 90
For Si:-Tinch=25.4 mm, 1 psf=47.88 Pa, 1 mph=0.447 mIs.
tf; One fastener per stud located 314 inch from the top edge of the siding Each successive course of lap siding must
overlap a minimum of 1 inch. Fastenor must have a minimum head diameter of 0.2A7 in0i,a fninirnum sheik diameter
of 0.113 Inch and a minimum length of 2.5 inches(8d box naafi).
a' 'Nail studs must have a minimum s
pe:.iAh:gravity of 0.42.
Three-second-gust;based on wind pressures acting toward and away from!wilding surfaces,at 30-ft height In Zone 5
with smallest effective area per Chapter 6 of ASCE 7-05.Section R301.2 of the 2609 and 2012 IRC,and Section
1609.1,t of the 2009 f8C.
Table�2b. Lap Siding-Maximum ultimate design wind spfeed,Vat''
Maximum I Maximum Maximum Ultimate Design Wind Speed,!
J Wall Siding E Ultimate V,,sM
PerformanceStud Width Wind Wind Exposure Cat pDt
Category Spacing(2>1 (;n.} Pressure
n. s _g C D
6 133 200 180 i80
318 16 8 131 200 18t} T 180
12 83 160 150 140
6 1 133 200 180 180
16 8 127 200 180 180
7116 __ 12 81 180 150 140
6 119 200 180160 —�
24 8 85 180 150 140
140 120 115
For SI: 1 inch=25.4 mm, 1 psf=47.88 Pa, 1 mph=0.447 m1s.
1" tine fastener per stud located 314 inch from the top edge of the siding. Each successive course of lap sing must
overlap a minimum of 1 inch. Fastener must have a minimum head diameter of 0.297 inch,a minimum shaft diameter
cf 0.113 inch and a minimum tength of 2.5 inches(8d Dox
nail).
(2) Wall studs must have a minimum specific gravity of 0.42.-
"`' Three-second-gust;based on wind pressures acing toward and away firom blinding surfaces,ad 30-ft height in Zone 5
with smallest effective area per Chapter 26 of ASCE 7-10 and Section 1509.1.1 of the 2012 IBC.
Ccs 2014 APA The Engineered Wood Association 07-02
APA Product Reporf PR-N124
Revised July 2,21714 Page 5 of 7
------------------
Table 3a. Panel Sidi Maximum nominal allowable deal n wind speed,Vad
�-Maxlmuii
Fastener Spacing" Maa irriurn Nominal(Allowable)
rn. o"c. Maximum Wid S eed Vas s) m h)
[Performa" k�1a1(Stud Allowable n
Categcxy Spacing'`) Wind Wind Exposure Category
(in.) Edges Field Pressure6 C f3
12 46 130 110 105
g 18 0 80 170 150 140
24 6 12 31 110 90 as
_ 6 61 150 130 120
16 12 45 _ 0 110 105
7116 - B 80 170 150 140 _
24 6 12 30". 110 90 86
8 59 150 130 120
16 6 12 41 130110 100 11
19132 6 8 170 Y 150 140
I 24 to 12 __ 27 105 90 -
B i 55 150 125 ( 11'J
For S1: 1 inch x 25.4 mm, 1 psf=47.86 Pa, 1 mph 0.447 mis.
Fastener must have a minimum head diameter of 0.207 Inch,a minimum shaft diametor of 0.113 inch and a mininnam
length of 2.3 inches(8d box nair).
Wag studs must have a minimum specific gravity of 0.42.
a; Three-second-gust:based on wind pressures acting toward and away from building surfaces,at 30 fCheight in Zone 5
with smilest effecthAe area per Chapter 6 of ASCE 7-05,Section 8301"2 of the 2009 and 2012 IRC,and Section
1609.1.1 of the 2009 IM
Table 3b. Panel Siding—Maximum ultimate des i n wind speed.Vu"
�. MaximumFastener,par Maximum Maximum 04imate Design VVnd�
Performance Wail Stud in.o.c. Ultimata Seed V a l ft h I
Category SpacingM Wind Wind Ex osure Cata
(in.) Edges Field ( Pressure B G t� f
i8 6 12 77 160 150 130
133 200 180 180
24 g 12 _51 140 - 120 110
6 _ 102200 160 154
16 6 12 _ 74 _ 160 14D 130
7116 6 133 200 180 " -i SO
24 Bt2 50 140 120 110
_6 99 200160 150
16 6 12 69 16D 140 1zia
r 6 133 200 180 180
19,32 12 46 130 115 J
24 r--6 92 ISO 160 1513
For 81: 1 inch x 25.4 mm. 1 psi=47.88 Pa, 1 mph=0.447 m/s.
Fastener must.have a minimum tread diameter of 0297 irra-,a minimum strait dianreter of 6.113 inch and a minimum
length of 2.5 inches(8d box nail).
` Wall etuds must have a minimum specific gravity of 0,42.
Three-second-gust;based on wind pressures acting toward and away from building surfaces,at 30-it height in Zone 5
With smallest eftactivo area per Chapter 26 of ASCE 7-10 and Sedon 1609.t.1 of the 2017 iBC,
00 2014 APA -The Engineered Wood Assaciadon 07-02
APA Product Report"" PR-N124
Revised July 2, 2014 Page 6 of 7
Table 4a. Lap Siding Installed Over the Facer of SIPs'1''—Maximum nominal(allowable)
design wind speed VE Q,
Maximum Ring Maximum ! Maximum Maximum Nominal" flowable)
Performance Shank Mail Wood Screw Siding Allowable Wind Speed,V,,,,,-'t(mph)
Category Spacing(37) Spacingts; Width � Wind OndExp ure C:ate��lY�
(in.) (in.) (in.) Pressure —{-
(psf) 8 C e D
3/8 8 —_�.. _ 6 $o 1713 150 140 l
12 8 6 150 130 125
12 40:125 105 90
�' 58 154 130 17.0 {
.t7116 ( 12 16 I _�
8 - 42 130 1110 __ 100
_ _�1- _.� 12 2 Y 105 85 i
For 81- 1 inch:_7'25.4 mm, 1 psf=47.88 Pa: 1 mph z 0.441 t111s. ~'
The facer of tho structural insulated pane's;Stns;shall be 7118 Rerfwmance Category or thicker OSe sheathing
meeting DOC P62 requirements.
The tabulated%zlues represent the capacity of the LP Lap Siding installed in accordarvp with the ic-quirements of this
table. Tho tabulated wind speed shall notexceed the SIP capacity for wind load resistance
One 0d ring shank nail(0,120 inch in dierreler;located 112 inch from the top edge of the siding. i he ring shank naits
must have a minimum head diameW of 0.297 inch,a minimum shank diameter of 0.120 u)ch end a minimum length of
2 inches.
One#8 wood screw 1.0,164 inch in diameter)located 112 inch from the top edge of the siding may be used. The wood
screws must nave a minimum head diameter of 0.2x7 inch,a minimum shank diameter of 0.164 Inch and a minimum
length of 2 inches.
r5' Three-second-gust,based on wind pressures acting towarxd and away from Duilding surfaces,at 30-ft height in Zone 5
with smallest effective area per Chapter 6 of ASCE 7-0,'f,Section 8301.2 of the 2009 and 2012 IRC,and Section
103139.1.1 of the 2009'131..
Table 4b, Lap aiding lrlstalied Over the Facer of tPs'tI—Maximum ultimate design wind
r2;
Maximurn Ring ! Maximum �. Maximum~ Maxinlurn Ultimate Design
Performance Shank Nail Wood Screw I rig €�>nlinata �vtnnci Speed.V n`'(mph)Category SPacingts; Spacings I , Wind Eitensure Cate o
(in.) (in.) {in.) pressure
i 6 133 200 160 180
3t0 1.312 8 106 200 160 160 _
12 1 67 1W 140 120_
97 200 - - 160
+� 716 12 16 8 70 1601140 133
45 130 w 1151_
For Sl: 1 inch=25.4 mm, 1 psi=47.88 Pa, 1 mph=0,447 mis.
t` The facer of the structural insulated panels(SIPs)shaft be 7!1$Performance Category or thicker OSB sheatt2ing
meeting DOC P52 requiromsnts.
The tabulated values represent the rapacity of the LP Lap Siding installed in acourdance with the requirements of this
table. The tabulated wind speed shall not exceed the SIP capacity for wind Wei resistance,
One$d r€ng Shank nail(0.120 inch in diameter)located 112 inch from the top edge of the sidetg. 'The ring shank nails
n+ust haw.a minimum head diameter of 0.297 inch.a minimum shank diameter of 0.t 213 inch and a minimum length of
2 lnchews.
One#0 wood screw(0.tea inch in diameter)located 112 inch from the top edge of the siding may be used. The wood
sfxews must have a minimum head diameter of 0 297 inch,a minimunt shank diameter of 0.164 inch and a minimum
lertgtb of 2 inch",
57 Three-second-gust;based on wind pressures acting toward and away ftom building surfam-,at 30-ft height in Zone 5
with smallest offgctive area per Chapter 26 of ASCE 7-10 and Sedibn 1$09,1.1 of the 2012 IBC.
4P,2014 APA-The E_ngineem-d Wbi_0 Assc ciation 07-02
APA Product R+epor-0 PR-N124
ReVISed July 2, 2014 _a Page 7 of 7
Af'R - 7:he Enginkw0etY t+tror? AssOcletiG*rt is an a
ards.derveloper
accredited by American National Standards institute(ANSI)).approved
publi hesonal dANSI standards
and Voluntary Product Standards for wood structural panels and engineered wood products.
APA is an accredited certifica6un body under ISO 65 by Standards Couragl of Canada(SW),
an accredited inspection agency under t3gltEC 17020 by Internattonat Code Council (ICG)
'International Accreditation Service (IAS), and an a=edited testing organization under
ISOIIEC 17025 by IAS. APA is also an approvod Product Codification Agency, TBstiftg
Laboratory, Qualibe Assurance Entity, and Validaticn Entity by'the State of Florida. and an i
approved testing laboratory by City of Los Angeles and Miami-Dade County.
I
! i
APA-rHE dNlGrN eERED WOOD ASS OCfA11ON
HEADQUARTERS
7011 So,W'St.-Tacoma,Washington 98466
Phone!(253)565-Woo-Fax:(253)585-72M-Internet Address: Wiv.anawpod.ora
PRODUCT SUPPORT HELP DESK �
f253)620-7400-E-mail Address:help@apawood.org
i
DISCLAIMER
iAPA Product Report" is a traidernark of APR - The EnginOeMd VAYW AsWciarlon; Tacoma,
Washington. Tho in onnation contained herein is based on the product evaluation in accordance
with the references noted in this fsPod. Neither APA, nor its members make any warranty,
expressed or implied,or asSome any iegai inability or responsiWity for the use, application of.
and/or reference to Opinions,,1ndings,conclusions, or recon;mendaf-'ans included in this report.
Consult your tocai jurisdiction or design profe:s'lonat to assure compliance wim code, I
construction, and Performance requirements. Because APA has no control over quality of
workmanship or thp conditions under which engitieerad wwd products are used,it cannot accept
responsibility of product performance ordesigns as actually construed.
C�?2014 APA-'the Engineerzad Wand ASSOriation 07-02
Technical Dote No. 014
installing LPISmart.Sitle`�Triol and Lap Siding ort Concrete or Masonry Walls
over Furring Strips in Florida (V,, Wind Speeds)
This Technical Note is an adreendurn to the LPI Smart-Side" Trim and Fascia; and LP'" SnnartS de"'
Lap siding ,application Instructions ("Instructions"). It is intended to provide an alternative
fastening option for LP Smart5ic e trim and lap siding on concrete or masonry walls over furring
strips. The instructions remain effective except as may be. modified by this Note. Refer to the
Instructions for all other aspects of product installation.
Trim and lap siding may be installed can concrete or masonry walls over furring strips:
■ Trim and lap siding must be installed over a minimurn 1.x4 nominal size Southern Pine
rurring strips with a specific gravity greater than or equal to 03-5.
Install furring strips no more than 16"a.c. in wind speed areas less than or equal
to 12-00 MPH
■ Siding shall be installed to safely support all loads, including wind loads,_ of the locally
adopted building codes. The installation of siccing Shall result in a system that provides a
load path that meets the requirements for the transfer of loads from,their point of or.gin
through the load-resisting elements to the structure. The mechanical c:onnect.on of t e
furring strip to the concrete or masonry structure is the responsibility of a design
professional. LP assumes no liability for any loss or damage caused by the design of the
mechanical connection of the furring strip to the concrete or rnasonry structure and is
expressly released by the purchaser or owner from any such loss or liability.
■ Minimum Fastener Type:
Corrosion Resistant — Hot Dipped Galvanized or equal (ASTM A153)`
Ring Shank3
Sh ink diarneter=0.120 inch
[lead diameter= 0.270 inch
Length =fastener shall fu41ly penetrate a rninimurn 1/2 inch into nailable furring
Caution:fastener shall not bottorn out on masonry wail leaving the fastener
head less than flush with the face of trim or siding.
'3st' _ t_f 3
Cate Created: 12iOV2015 ;q
Last Rev:stw12li1,'2015 e::
W.-.'^- 'r. ..aA
Expiation Data:0-6201'7
■ The 2012 1R and 2014 Florida Residenbal Code require a water-resistant barrier be used
on all exterior walls, except over concrete or masonry walls per Exception 1 in Section
R703.1.1 of both Codes. LP always requires the use of a WRB behind LP' SinartSide"
products_ LP has no responsibility for any damage arising from a f=ailure to use a WRB.
Lap Siding
■ Limitations:
For use with Strand substrate lap (all widths) and/or Fiber substrate lap
(up to 8 inches wide only)
o Excluding Cedar Shake Fiber Lap, Bold Profiles Fiber Lap, Self--Aligning Fiber Lap,
and SmartLeck"" Strand Lap
■ Fastening Requirements-
Place. fasteners 3/4 inch from top edge of lap siding
Increase minimum lap siding overlap to 1-1/8 inch
Blind nail two fasteners pet furring strip {every 16" o.c.}
Min. 1x4
f Furring Strips j
!
Fasteners
!
r
Lap Siding 3
F ! F g 1
i
l • 2 nails per furring(4 nails at butt joints`
I + Nails spaced 3/4"from top edge of lap and 3/8"from ends of lap(approximately 1" apart)
i • 1-1JS" min. lap siding overlap.
i
f 2 c'3
Date Created:12,104/2015
Last Re\^sioni 'ZI7,'201 ri ce sr 1.o
Expira+.ian date-x'2017
Trim
• Limitations:
In F arida where high;lr negat ve viind loads are a concern, box or common nails
sl':c:uid be used.
— Trim mils nilly be used in Nor,-Hurricane-Prone Regions with the
following cautions: Do not ove=rdrive or counter sink the fastener, nail
;lush with the surface of trim, Detachment of trim is not covered by the
LP' Smart:Sidel hrnited warranty;whether common, box, or-I rirn malls,
are used.
■ Fastening Requirements:
Two fasteners spaced a maximurn of_very 24 inches o.c. along tizu lengtl, of the
trim, or two fasteners at both ends with additional fasteners space-d a maximurn
of every 12 inches o.c along alternating edges the length of the trim.
Trim under 7 inches wide use a minimum of 2 nails per width, Trim 7 to 12
inches wide use a minimurn of 3 nails per width. Trim over 12 inches wide use a
minirrIurrr cif 4 nails per wid0l.
E Vrrrnci speed rs t.tltlrraate f}esEgrs Wind Speed/ Lone 5/ 1.t)ft=/30 font height. SPe 2014 FERC.
Corrosion resistance and capable of preventing rest, stain and deterioration of the fasteners
under normal outdoor environmental conditions for a period of no lets than 50 years. For further
irl(Orrrrabon or guidance,consult your nail supplier%rnanufaI'tuter.
'Ring shank nails shay: be capable of the performance specified in Table 1A Rirrg-5h njk.Nail
Withdrawal l._crad.s of APA publication TT-1€9, !Nord Structurn Panels Used as Nailanle Sheathing
when tested in accordance with ASTM D 1762, Standard-1-est m lethod#or Mechanical Fasteners in
Wood and NDS-2015. For further information or guidance; consuit your nail
supplier/manufacturer.
age ;(1` 3
tato Greater!: 121CAZ)15 3 y
Last ReYisjoll:12-11712015
Expiation Gate:C,6;TN 17
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FL# 1129 Manufacturer Validated Dy Status
FL20743-R1 Affirmation TAFCO Corporation Scott Wolters,PE Approved
History FL#:FL20743.1 (561)225-1982
Model:Series 82000
Description:PVC Horizontal Sliding Window
Category:Windows
Subcategory:Horizontal Slider
•Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission H necessary.
Contact Us::2601 Blair Stene Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund,Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If
they have one.The emalls provided may to used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which an be made available to the public.To determine if you are a licensee under
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https://www.floridabuilding.org/pr/pr_app_lst.aspx 1/16/2018
-imi6i CF wirma
TS
2- SECTION D F.0AT". T
SERIE�-S 8')000 HORIZONTAL SLIDING 'Oil ND0'-0L-jQ1N IM PACT &,:..,:7:ANCHaRAGE OETA&S.ANA
OM
4..........RaM.,,ONERY,PART DRAWINGS Z
ry
0 Z
C-11- -J
a:
63" MAX. OVERALL WIDTH----
cy
0
28 5/16" MAX, 'i Of
27 11/116, M'AX. C) 0 <
SASH D.L.D. WIDTHZ .0
FIXED D.L.O. WIDTH 14, .�K '
4" MkX, FROM_ MAX. O.C.
CORNER, TYP. i I TYP. CL
TABLE 1. DESIGN PRESSURE RATINGS
DESIGN PRESSUREINSTALLATION
RATING
GLASS IMPACT RATING i \-FASTENER. LOCATION,
TYP., SEE SHEET 3
+30/-30 PSF NIONEN
/-5
ANNEALED MINIMUM Ci 6
N-17 I r 2 <
5/32-ANNEALED +20,'-20 PSF NONE z
MINIMUM 0 0 6 1
01 Z CN
00
Z
Lucas A Tuer -7 o
2016-06 m
-17
�iRN1'N sy.
SILL ANCHOR.
SPACING SAME LAI
["XTr'I')R, FI-EVATION AS HEAD
..I,
6/1,5/16
NTS
N
GENERAL NOTESft".0, I
1, THIS PRODUCT, FABRICATED AND ANCHORED AS DETAILED IN THIS DRAWING, IS NON-IMPACT RESISTANT AND REQUIRES THE USE OF IMPACT PROTECTIVE DEVICES (SPUTTERS) IN WINOBORNE DEBRIS REGIONS.
2. THIS PRODUCT HAS BEEN TESTED TO AAMA/WDMA/CSA 101/1.Sl/A440-06/11, AND MEETS THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 5714 EDITION (2014-), NOT INCLUDING THE HIGH VELOCITY
HURRICANE ZONE. PRODUCTS SHALL BE CONSTRUCTED AS INDICATED IN INTERTEK/All REPORTS F5088.01-109-4-4-Ro AND F964401-109-44--RO; FOR DETAILS NOT SHOWN IN THIS DRAWING SEE REPORTS,
3. ALLOWABLE CONFIGURATIONS: XO (OPERABLE/FRED) OR OX (FIXED/OPERABLE)
I THE DESIGN' PRESSURE RATINGS AS SHOWN IN 'ABLE 1, THIS SHEET,ARE AS UmiTED BY ASTM E-13M 04 GLASS TABLES, Nil) TESTED WATER AND STRUCTURAL PRESSURES. OTHER GLASS, ANNEALED OR
TEMPERED OF GREATER OR EQUAL THICKNESS TO THOSE MOTEL) IN TABLE: 1, WHICH MEETS ASTM f 1300 REQUIREMENT-- FOR EACH PROJECT, MAY BE USED. 1 6/17/2016 FPA-82000
5 THE 4/3 ALLOWABLE STRESS INCREASE FACTOR (SHORT-TERM INCREASE FACTOR) HAS, NOT BEEN USED IN THE ANCHOR ANALYSIS FOR THIS SYSTEM. THE 1.6 Cd FACTOR WAS USED IN THE ANALYSIS OF LUCAS A. TURNER, P.E.
ANCHORAGE INTO WOOD SUBSTRATE. -.*Wrr otscRpnog
S. INSTALLATION OF WOOD SUCKS TO THE SUBSTRATE TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JUPJSDICTION SUCKING, OPENINGS, & BUCKING FASTENERS MUS-1 FL PE # 58201 NOTES,
B£ PROPERLY DESIGNED & INSTALLED BY OTHERS IN ACCORDANCE WITH THE FBC TO TRANSFER SUPERIMPOSED LOADS 70 THE STRUCTURE. ADEQUACY OF THE STRUCTURE TO RECEIVE THESE LOADS SHALL BE TURNER ENGINEERING & I
VERWiED By THE CONTRACTOR OR A.H.J. CONSULTING, INC. ELEVATION
7. DISSIMILAR MATERIALS THAT COME INTO CONTACT SHAT! BE COATED OR OTHERWISE PROTECTED PER FBC CHAPTER 20 TO PREVENT GALVANIC REACTIONS 'WOOD BUCKS, IF USFD, SHALL BE PRESSURE
COMPATIBLE WITH THIS PRODUCT, ALL ANCHORS USED SHALL BE OF A MATERIAL OR HAVE A COATING COMPATIBLE WITH THE PRESSURE TREATED WOOD BUCKS (COA # 29779)
TREATED, WITH OTHER A TREATMENT OR COATING COMPA7
AND ALL OTHER WINDOW MATERIALS. 1239 JARARA AVE. SHEET
REGISTERED PROFESSIONAL ENGINEER ON A SfTE-SPECIF'C BASiS
8. ALL HARDWARE & FASTENERS SHALL BE IN ACCORDANCE W17H THESE DRAWINGS, OR AS APPROVED. SIGNED, AND SEALED BY A FLORIDA- NORTH. FORT, FL 34288
-ED PRODUCT SHALL BE THE RESPONSIBILITY OF OTHERS AND G NOT ADDRESSED BY THIS DOCUMENT, PH. -380-1574 1 of 4
9, SEALING AND FLASHING STRATEGIES FOR OVERALL WATER INFILTRATION RESISTANCE OF THE INSTALLED 941
--------- —
i < � �c i
Ir Ya r-
!
d 1 00
Rl
f 1
Q 0 r-
3/4" I.G. cn w
~ V
TY"P. l.c.�. AIR GAPIG
GLAZII 1/8.. ANN. 1/8" ANN. -, o �/
DLTP.iL' Mon. GLASS MIN.
{ GLASS \�2 i
1 l—"'CONE r� >
TYPICAL HORIZONTAL SECTION f G
---(1 i U)
jl (l e+. ,
� � �m " • LAT
pec Sh`2D".' 'r — W!C --
5/32- ANN. `•f "_ I 6/15/16fGLASS
�-,� I I / '�I�}�_�'sa�.ar`•' '.j.+w...r;`__—.— RFTat1M1.
;YPiCAL VERTICAL SECTION
--- ._,
{ 6117/"01,6 FPA_32?OD—�
v iUCAS A, TURNER, P.E. Er o_ Ar�H Ili
FL PE # 58201 SECTION
TURNER ENGINEERING & DETAILS j
TYPICAL_ SINGLE GLAZING DETAIL CONSULTING, INC. —If
i (CoA # 29779)
1,239 JABARA AVE. SHEET I
I i N PN P94o1 R 380-157488 I 2 of 4
r,
SPRUC/PINE/FIR MIN.
1-1/2" MIN. WOOD SUBSTRATE =1
LLI
00
EMBED. BY OTHERS
C)
BUILDING Z m
SHEATHING
-- ---- - -- - - -
AND 'WRAP 0-
By OTHERS
Z r LL_ cc
Zo
II
SEALANT BEHIND
FIN BY INSTALLER. w
FULL PERwETE
1 LJ
c)
cx�r
Ll
<
(L
SEALANT BY
INSTALL ER, FULL
PERIMETER
INSTALLATION FASTENER,
#8 PAN HEAD WOOD SCREW, LAT
SEEF_ LOCATIONS SHEET 1 I)ATE
G32c;!
1-\,"PiCAL IINSTAL.LATION HEAD, SILL, AND JAMB
NTS
QEN SHOWN #
I ONE ANCHOR AS SHOWN ABOVE AT EACH LOCATION I
ANCHOR
. 4NSTAl.L
IN THE ELEVATION ON SHEET I FOR PRODUCT PERIMETER. 6,117 0116 FPA-82000
2. INSTALL SHIMS AT EACH ANCHOR LOCATION WHERE A W OF 1/15' LUCAS A. TURNER, P.E. oeselkwno.
OR GREATER EXISTS BETWEEN PRODUCT FRAME AND SUBSTRATE. FI_ PE If 58201 STALLATION
3. SHIms SHALL BE LOAD-BEARING (PLASTIC OR METALLIC) AND TURNER ENGINEERING &
CAPABLE OF TRANSFERRING LOADS TO SUBSTRATE, CONSULTING, INC. DETAILS
4. SPECIFIED ANCHOR EMBEDMENT To WOOD SUBSTRATE SHALL BE
BEYOND SHEATHING, WALL FINISH OR STUCCO. (COA # 29779;
5 THE INSTALLATION DETAIL SHOWN IS ALSO IPPUC46LE FOR 1239 AVE. HEET
188
3 of 4
IN'STALLATION TO WOOD SUCKS INSTALLED OVER CONCRElf/IIASONRY. NORTH PORT, FL 31
Y BY OTHERS, PH, 941-38(
L WITH ATI�AC�'4.M.ENT OF 2X TO CONCRETE/MASONR ......
F-
82000 SERIES WINDOW BILL OF MATERIALS
ITEM NO i DW_G.N_O. NAME MATERIAL ' DESCRIP.
_ _ O
MAIN FRAME_ PVG EXTRUSION_i
2 NMS782-03 __SASH PVC EXTRUSION Q N N
-- J _ 4
i--- 3 HhOST82-00 LOCKED SASH I PVC_ EXTRUSION O z
4 HMST82-06 ,_ INTERLOCK _ PVC_ y EXTRUSION
_5 1 HMST_82-07 j TRACK PVC EXTRUSION I
k -_`_"
— 6 T HMST130-108 i IG VLASS BEAD PVC EXTRUSION IIT
7 HMST130-10A SINGLE GLASS BEAD PVC EXTRUSION„ i U z
i__ _.. _ __--..
- --- _ .-
Q r7w=
C.3 �0
3.228" 1.181'
[82.00] 1� 1.181" 129.501
Zoo 1
a� S
SASH LOCKED SASH I J o)
MAIN FRAME (\ 2 � z v� U)
1
01 i M,"S' ��2 -
++�+IIIIIf1(� I
1.280" +'+<<+P�yiRtN, rli,�I Dkw.W.
[32.50]
_ 1.346" T C No 5 J7 i a' WE !�
[34.20] `r: :*' 6/1516
1,004" 44 ff
m [25.50]
coo d 1 0 o. o ofi
"Al
NITS
to m �i;C C1 H c..•r .^ Re iSu".
ON A
0.067"
o [1.71]
onWr+c M
6,117/2016 FPA-82000
o LUCAS A. -TURNER, P.E. �wDf; DN
INTERLOCK TRACK IG GLASS BEAD 7 SINGLE GLASS BEAD FL PE # 58201 gppa, PART
��} 5 ,_ C6 ) TURNER ENGINEERING & DWGS, CORNER
�J TtiL—'i � ,_ CONSULTING, INC.
(COA # 29779)
1239 JABARA AVE. SHEET
NORTH PORT, FL 34288 4 of 4 '
PH. 941-380-1574 J�
Florida Building Code Online Page 1 of 1
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Business & Professional Regulation
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Code Version 2017 FL# 17206.1
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model,Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
Search Results-App lications
FL# Tvoe Manufacturer Validated By Status
FL17206-R4 Revision WOODLAND INDUSTRIES,INC. Locke Bowden Applied For
FL*:FL17206.1 (334)300-1800
Model:TYPE I AND TYPE II underlayments-HVHZ
Description:#15 and#30 Asphalt-Saturated Organic Felt
Category:Roofing
Subcategory:Underlayments
•Approved by DBPR.Approvals by DSPR shall be reviewed and ratified by the POC and/or the Commission 9 necessary.
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to
Section 455.275(1),Florida statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under
Chapter 455,F.S.,please clic[hgM_.
Product Aplpr�o�va7ll Accepts:
rr Cl
Credit Card
Sate
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CONSTRUCTION MATERIALS
T E C H N 0 L 0 G I E S
LABORATORY TEST REPORT
Report for. Woodland Industries Date: July 27, 2009
1520) Kalarna,00 D'riv,
Griffin, GA 3;224
Attention: Dina C;rownover
Product Name. No. Manufacturer: Woodl9nd Industries
Date Received: June 25. 2009 source: Wocidla-,d Industries
Dates of Testing: juiv 1 -July 14� 2009 1
PRI Report No.: \rvil-005-1012-02
The purpose of project was to test iN1Q,-)d1anLJ4 Inldustres No 15 asphalt felt undeflaynment
Subject: 1507.1-,,-,, 15i-j7
for compliance with the Florida Building Code 2007, Sections 15507 2.3, 1 � , -63
15,07 7.3. 1507 9 3. and 1507,8.3, Uniderlayment using ASTM 0 4869-04. Standard
Specifirarion for Asphalf-Satulated Organic Fell'Underlaymeat Used it SteeP Sl()PeR00fing
Type 1 (#8) and for Compliance ASTM D 4869-05£'. Standard Specification for Asphalt
t
Saturated Organi,,:Felt Underlaynjeri 1' Used in 7 Steep Siope RrioAig, Type 148}
p
Test Methods: The test methods used included those found in ASTM D 4869: Standard S, ea ification for
Asphalt-Saturated Organic Felt Underlayment Used in Steep Slope Rcofing and including.
ASTM D 146: Standard Test Methods for Sampling,and Testing Bitumen-Saturated Felts and
IAAbven Fabrics For Roofing and Waterproofilig;ASTM D 228: Standard Test Methods for
Sampling. Testing, and Analysis of Asphalt Roil Roofing, Cap ShoL,,eti,arc.,Shingles Used in
Roofing and Waterproofing- ASTM D 1922: Standard Test Method for Propagation Tear
Ppsistance,of ';antic: n
Film and Thin She0p(l by Pendulum Method.ASTM D 61 36 3ta a d
, S nd r
Test Method for Kerosene hftji nber of Unsaturated(Dry)Fait by the VOCUU,177 Nfrelthod-A S TINA
F 1087: Standard -lest Vethod for Linear Dirnensliooa! Slabijity of Gasket Mate-iial to
Moisture,
i�l
Sample "rile sample received froth Woodland Industries on June 2-5. 2009 and was a f-
faCTOrY
Description: label-ed rail of felt
%rii 02-1-)2 pFrj Acj7se,�;tations
rho test results,op?n!ons,Or mterpretat!ons a�e besed or the rnatohial oupplied by the client- Th;*report is for the exclusive use Cf't ed
prod
except in
,-tent. No reproduction ocfacairni)e in anylorri)car.t-e rriaoewith oul the,-,merirsper rnission This repos shaiinot tefe
fuiiwithout the written approval of this laboratory assumes no f esporisibiitty nor rriakez-a
perfvirnance or warranty statement for this materia!or products and processes containing this material in co!nructi..ra with this report
PRI i;Pnstrv::fi�r rlaipr al Tecrr,,GL!1ye,,LLC,t—;8 1,-50rr Divc I xnp:i L`3610 1
%loodiand Industries
Laboratory Test Report for No.15 F ell
Page 2 of 3
Results of Testi
Property4869
ASTM Test
Result
,d Requirement
5. Materials and Mfg.
5.1 Satt ration Uniformity D 485c3 I Pass Uniform
__tart —o lumps or
5.2 Upon tearing D 4859 1 Pass6.1 Table 1
for2"pn ss b-
6.0 Physical Requirements
g i D 1922
i Tear Strength @ 73 1= N
i2 0 45 min
M D -
!_ CMD _- }- ------ d i
0.96 � � ".tin
Pliaollity G 73`i= `'`-
Z! ( MD Pass Pass,�C i
I Ctit - Pass Pass 0.'3
--
Lass on Neatin 221`F, °l i 1 2 45 max
9 �. _ D 145
r- - -- - --- --- --
Pass - Pass--
Liquid%Water Transmission-- D 4859
j Breaking Strength, [bf'ta _
6-3 30 min
rv9[}
DMC3 15, 15 main
�
Dir ensiona:stability, "'o1!037._
x_ i 0.32 2.50 max
UID Lour to high .t,urnidity �
"
SMD Love to high humidity 2.00 2.00 max
136 35±0.7%
Width of roll, in D 145 _- __ _ ._
D 145 368 +�Z" min
Area of roll sq.ft._ _ -.-w-- _---
Net mass.satd. felt, 1b;100 ' --- i -_� 146 — -� 9.3 8.0 min
Nt
A �.
ft` ` D 146 I 4.7
Net mass saturant, Ib%100 4.0 rr?I'a
1_rata Y _. -------i
1 Net mass desaturated felt. lb/100 ft2 _ 1_ D 146-- ; 4.3 `4_0 min
" -----tura-_-------_ } D 146 109 100 rain �i
Saturation by Wt., %
i
i �,� 2--0-- 2 t�max
{
Moisture at finis of mar:ufacture; �a � --rata_—.-----
arta- I�J.(�i'Tlti't 1
Saturating Efficiency, % by Wt. D 4859 �m
s
crack
or be 5t ky as to
6.2 Unrolling at 32T and 14TF D 4869 Vass cause tea np or }
i ` i ' utter damage t Note A: Or, as agreed upon by purchaser and seller.
f
V4'il GU5-G2 PRI Accreditat oris:LAS-6S I 180.State of'rlords I S 15818;f,Petro-F;ade Q+s-11 U ; KKc
The test results,opinions or orrterpretations are based on Phe material supplied by the client- This report is for the exe'uzive use of stated
client. No reproduction or facsimile in any form car ae made without the client's permission This report shall not be r produced except'sn
fuli without the written appfoval o`this laboratcy Pfti Construet:on Materiais Techrokx�ien, is nateri�,assumes no;rec)Gcn ti�4 nor wo h this"lakes es a
performance or warranty statement for this nate-nal or pjoY acts and processes containing
Frt�i rht;t2+':'I„i 9:L;�Eri2i5`"C.MOi^J,�iCS,f..L. fi��B EzrAPrD"l�ae i2^'iFa..:_+-33c1.; 121.cit:;-n21-1'77 �az n13fiiS 5ni e-n;nd ma�d:r;stal,�,��U.i-nd.r,�-+rn 'dJe.� :1E'f't*��:�i,vsw.{'r�t^i]?.,:cu:�
Woodland Industries
Laboratcry Test Report for No.15 Fp!t
Page 3 of 3
Statement of Compliance,
This product complies with a'l of the ;equirernerits the Florida Building Code 2007, Sections 3507.2.3.
507.5.3, 1507.6 3 1507.7.3 1507.0 3. and 1507.8.3: underiayment using ASTM D 4869-0d: Standard
Specification for Asphalt-Saturated t;rgarticFell Undedaynrent Used in Steep Slope Roofing.Type!1,#88). This
product also complies with all of the requirements of ASTM D 4869-05`': Standard Specificarion forAsphaft-
Saturated Organic Felt Underlayment Used in Seep Slope Roofing, Type l (#8). Limitations: Not for use in
Dade County.
Sighed' t*+-` :r1 Signed:
Donald C. Prit olio Luc T. NgLKe
President Florida Registered PrOfesslonai Engineer
P. E. Number- 65034
Date: Date: -: :.
_ �.
W11-005-02-02. PRI Accreditations WS-ES TL-189,,State cfFlorida TC--I 5878.Metro-Dade 06-11^6.02:CRrt3C
The test results,opinions,or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated
client. No reproduction or facsimile in any form ;an be made without the client's pie rmisston_ This report shall not be reproduced except in
full without the written approval of this laboratory. PRS Construction Materials Technologies.LLC.assumes no responsibility nor makes a
performance or warranty statement for this material or products and processes containing this material in connection with this report
UP%e iarrpa_<,33b'.o re S1 �6kI-b"/7 raac.015621'846 `hebSite MV N,v✓v.p_,nl car
Florida Building Code Online Page I of I
usiness & Professional Regulation Ella MIA
rg
SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search
Product Approval
dbpr 4 USER:Public User
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Search Criteria Refine Search
Code Version 2017 FL* 10674.1
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model,Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
Search Results-Appi ations
FL# Tyne Manufacturer ValidatedByStatus
FL10674- Revision Owens Corning John W.Knezevich, Approved
R13 FL*:FL10674.1 PE
History Model:Owens Corning Asphalt Roofing Shingles and Starters (954)772-6224
Description:3-tab,4-tab, 5-tab,laminated, starter and hip&
ridge shingles
Category:Roofing
Subcategory:Asphalt Shingles
-Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone,850-487-182
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Staterne ::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine it you are a licensee under
Chapter 455,F.S.,please click hM,
Product:Approval Accepts:
Cl in F__71_ E
Credit Card
Safe
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EXTERIOR RESEARCH&DESIGN, I.I.C.
Certificate of Authorization 49503
353 CHRISTIAN STREET,UNIT#13
J, OXFORD,CT 06478
PHONE:(203)262-9245
FAX:(203)262-92.43
EVALUATION REPORT _
Owens Corning Evaluation Report 037940.02.12-R7
One Owens Corning Parkway FL10674-R12
Toledo,OH 43659 Date of Issuance:02/06/2012
Revision 7: 04/18/2016
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION: Owens Corning Asphalt Roof Shingles
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the
referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change.
Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the
product changes or the referenced Quality Assurance documentation changes. TrinitylERD requires a complete
review of this Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinityl ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 8.
Prepared by:
a
Robert I.M.Nieminen,P.E. lh, I csirnile seal appearing w s 3uhwrz-d bV Robert A�m!en,
P F 04/18(70]6,This daesr t w<, 3.FI :trom cagy signed
Florida Registration No.59166,Florida DCA ANE1983 "' " drx!ment.Sips ed,sealed hardeopies nave txen t ansmRted to the
Product Approval Adrninul ratur and to the named ciiem
CERTIFICATION OF INDEPENDENCE:
1, TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
s
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Asphalt Shingles
Compliance Statement: Owens Corning Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated
compliance with the following sections of the Florida Building Code and Florida Building Cade, Residential Volume
through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements
and Limitations/Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1507.2.5,R905.2.4 Physical Properties ASTM D3462 2009
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2009
1507:2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2008
3. REFERENCES:
Entity Examination Reference Date
UL LLC(CER9626) Physicals&Wind Resistance File R2453,Vol.3 02/15/2007
UL LLC(CER9626) Physicals&'Wind Resistance 20120516-R2453 05/16/2012
UL LLC(TST9628) Physical Properties 06CA20263 04/18/12006
UL CLC(TST9628) Wind Resistance 11CA34308 02/113/2012
UL LLC(TST9628) Physicals&Wind Resistance 4786093137 02/01/2014
UL LLC(TST9628) Wind Resistance 4785126532 02/10/2014
UL LCC(TST9628) Physical Properties Classification letter 02/13/2014
UL LLC(TST9628) Physical Properties Classification letter 10/02/2015
Miami-Dade(CER1592) FBC HVHZ Compliance Various NOAs Various
UL LLC (QUA9625) duality Control Service Confirmation,R2453 Exp.08/20/2017
4. PRODUCT DESCRIPTION:
4.1 Asphalt Shingles:
4.1.1 Classic*and Supreme are fiberglass reinforced, 3-tab asphalt roof shingles.
4.1.2 Berkshire'are fiberglass reinforced,4-tab asphalt roof shingles.
4.1.3 Devonshire'"are fiberglass reinforced, 5-tab asphalt roof shingles.
4.1.4 Duration, TruDefinition Duration, Duration. Premium Cool, TruDefinition' Duration' Designer Color
Collection, TruDefinition Oakridge', Oakridge and WeatherGuard' HP are fiberglass reinforced, laminated
asphalt roof shingles.
4.2 Berkshire Hip & Ridge Shingles, High Ridge, WeatherGuard� HP Hip & Ridge Shingles, ProEdge Hip & Ridge
Shingles and DuraRidge" Hip&Ridge Shingles are fiberglass reinforced,hip and ridge asphalt roof shingles.
4.3 Starter-Strip Shingle,Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P-E. are, in any way, the
Designer of Record for any project on which this Evaluation Report,or previous versions thereof, is/was used
for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing PViaterials Directory
for fire ratings of this product.
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R7
Certificate of Authorization 94503 FL10674-R12
Revision 7:04/18/2016
Page 2of8
TRINITY D
5.4 Wind Classification:
5.4.1 Ail Owens Corning shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and
R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for
use in all wind zones up to Vast = 150 mph (V„it= 194 mph). Refer to Section 6 for installation requirements
to meet this wind rating.
5.4.2 All Owens Corning hip&ridge shingles, Starter Strip Shingle and Starter Strip Plus noted herein are Classified
in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are
acceptable for use in all wind zones up to Va,d= 150 mph (V,,,,=194 mph). Refer to Section 6 for installation
requirements to meet this wind rating.
5.43 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less.
Calculations by a qualified design professional are required for conditions outside these limitations. Contact
the shingle manufacturer for data specific to each shingle.
5.4.4 Refer to Owens Corning published information on wind resistance and installation limitations.
5.5 Ail products in the roof assembly shall have quality assurance audit in accordance with the Florida Building
Code and F.A.C. Rule 61G20-3,
6. INSTALLATION:
6.1 Underiayment:
6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product
Approval,or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3.
6.2 Asphalt Shingles:
6.2.1 installation of asphalt shingles shall comply with the manufacturer's current published instructions, using
minimum four (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following
exceptions:
i Berkshire'shingles require minimum five(5)nails per shingle.
WeatherGuard HP shingles require minimum six(6) nails per shingle.
Devonshire'”shingles require minimum six(6)nails per shingle.
o- Starter Strip Shingle and Starter Strip Plus require minimum five(5)nails per strip.
Refer to Owens Corning published information on wind resistance and installation limitations.
6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are
required. See figures below for details.
6.2.5 Minimum Nailing—Starter Strip Shingle and Starter Strip Plus:
fet tn4pYsvnient tiFekwr�sirLs rm:N Wewthntcle,8t
t
'� �.�' S r.,ailtdte+'i L✓�- �nrt�rLk}msr:
Vital' -Lk y_. f�
yi;C~ Wn Wye
y ivaik:er>.terf h_t rare
Set
lrvsta�fust �\ J 's-�t K r$-"•3�';•`f`'4 trstAfirst Star, Svip r'Ws �.f pvsitiuned a g sa+s
42atte.g rrcr_. "%% is<o-"'L.7... ;y asRq easz w,ils R'rentured
6 ICreUvef :.y;.. 4/nrin:Srer Pt-r:.sErtx)t r.,..rnd elrfY`.tt,•�;d.:
Starter Strip sliingle..overlwmgr.easim atrJ Mkt-s'.'e'.
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R7
FL10674-1112
Certificate of Authorization#9503
Revision 7:04/18/2016
Page 3 of 8
6.2.6 Minimum Nailing- Classic'&Supreme:
7EE.
Mansard or stied para Normal Mansard or Arca porn
Hrgh Wind dasvenos y Wind Arris High�Nfind rixsverms y
vientus rurmelesAreae virntnr(urrras Aran era viantes nerrmatles Areas v.rntos fuartas
fAi' {A}sEapoeure
un Exposicitin
t 2 7 Minimum Nailing—Berkshire"':
F
t �
� Senh�H strip $ Sexlent s`vp ! 3
1
F - y
T k
r �..er•.J" t
M
oma .w �.mw eis� 4
Standard Fastening Pattern 6-Nail Fastening Pattern
Sea6nt shim
to tura de�itadnr � i
t i
A,phak roofing oNn a l
F compfo&"w hodf d5fano
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R7
Certificate of Authorization/:4503 FL10674-1112
Revision 7:04/18(2016
Page.4 of 8
R LAITY ERD
5.2.8 Minimum Nailing--Devonshire'":
Tr �, $rr 8" 7"
lm ..._.__.._-------...__...--------__._._..__....._.___.�_._._._._._ .,.
Will; gg(
5 tasue Seaizstioeatian
Exaasiri6n de 5-5/8 puly U�i^arihr dei seiladar
Ten 1"Spot-of AsyRak Rant CCemaht
Standard 6-Nail Fastening Pattern Mansard or Steep Slope Fastening Pattern
6.2.9 Minimum Nailing—Duration',TruDefinitioW' Duration, Duration" Premium Cool &TruDefinition• Duration*
Designer Color Collection:
4-Nail Fastening Pattern [-Mall Fastening Pattern
i.-..iuryNyP"'izStMUp arw ig9ch � ' —Sunha�f:tnram.na any a�4V,
I , -W.I.ryQra I Nsi.Ty,mca
�`__ 2' ..( � _....._.,.1i1 '•��'-.- f^.� it ! _f?� Iryf..t
Standard Fastening Pattern 6-Nail Fastening Pattern
Fast€r+ing to,Slopes Creatar Than 27:12
r-ic,dWe:'^IJ.,Wrag y�y rtarb �
V.
1 rr 4ay1:,'YF
I
MAY•:,5•Y�E-t � 1 � it I i jI
Faett'.-"aV'•��4nF+:4y a..cnuq Conte,
Mansard or Steep Slope Fastening Pattern J
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R7
Certificate of Authorization#9503 FL10674-R12
Revision 7:04/18/2016
Page 5 of 8
6.2.1 Minimum Nailing TruDefinition Oakridgel,Oakridge:
4 Nail p4t4n) 6 Nail plum
F%queata con d ckvs bouwn'a con 6 Chl6v5
IA-- 'V
----------
Natis-
1;&1 k,-,
Standard Fastening Pattern 6-Nail Fastening Pattern
FamenirnC.for Siopc-fi Greatar Than 21:17
Mansard or Steep Slope Fastening Pattern
6.2.1 Minimum. Nailing—WeatherGuard HP:
Shot*ffAd*VkwV
-12 'a'
Cbw M As Akw do f4VA"I
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R7
Certificate of Authorization#9503 FL10674-R12
Revision 7:04/18/2016
Page 6 of 8
R NT
6_3 Hip&Ridge Shingles:
6.3.1 Instailation of Berkshire Hip and Ridge Shingles, High Ridge, WeatherGuard HP Hip and Ridge Shingles and
ProEdge Hip&Ridge Shingles shall comply with the manufacturer's current published instructions, using four
(4) nails per shingle. Installation of DuraRidge'" Hip & Ridge Shingles shall comply with the manufacturer's
current published instructions, using two (2) nails per shingle. Refer to Owens Corning published
information on wind resistance and installation limitations, including the use of hand-sealing for wind
warranties.
6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.3.3 Minimum Nailing—Berkshire"Hip&Ridge and High Ridge:
Fig.1 _._.1't- — Fig.2
L1t.ecrl�
_ - '
6.3.4 Minimum Nailing—WeatherGuard,HP Hip and Ridge:
Fig.A
Fig.C Hip&Ridge Shingle Fastening
V"
Ar"4111ng NtrW TOPVW"
Wit N210
• ! rl5• t,X
{ -
En+neura
_ f
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R7
Certificate of Authorization#9503 FL10674-R12
Revision 7:04/18/2016
Page 7 of 8
yy 7
) �� �k.irMrg
RIN
6.3.5 Minimum Nailing-ProEdge Hip& Ridge Shingles:
Ptevaiting st. ndaIil
3 i�etetting
r Wind DirectionSi• i
�ane SV=p P:#4ter•rS
ggy# �..+. �„rn C{10i.G'4 ..+•"•.t''� '2.
_. ..._. _ ` ssiJ s§
i.2
F'95St'45krS VJ'Ctlt
6.3.6 Minimum Nailing—DuraRidge— Hip&Ridge Shingles:
Note:The drawings below pertain to minimum,as-tested attachment requirements. Refer to Owens Corning
published installation instructions for their minimum requirements.
spa: ire"And o
=).Yi A Yz•iuI SLF'S* yf[i<e.S[s}'+t s t
1
ttt � • ir! MC. WiYS ti+N-'ii:' � `
I
y
� 1t
lili4 l /l/
i X • r: l 1 - i
t i i
Y
7. LABELING: �!
?.1 Labeling shall be in accordance with the requirements the Accredited duality Assurance Agency noted
herein.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC
Table 1507.2.7.1/R905.2.6,1.
8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
9. MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLE—QUA9625; (414)248-6409; _
- END OF EVALUATION REPORT-
Exterior Research and Resign,LLC. Evaluation Report 037940.02.12-R7
FL10674-R12
Certificate of Authorization#9503
Revision 7:04/18/2016
Page 8 of 8
Florida Building Code Online Page 1 of 1
RegulationBusiness & Professional
SCIS Home Lop In User Registration Hot Topics Submlt Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Unks Search
dbpr 4ol
Product Approval
USER:Public User
Product Approval Menu>Product or Application Search>Application Ust
Search Criteria Refine Search
Code Version 2017 FL# 22202.4
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
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Product Model,Number or Name ALL Product Description ALL
Approved for use In HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
Search Results-Applications
FL# Tvoe Manufacturer Validated By Status
FL222 2- Affirmation Tuff Shed,Inc. Window and Door Approved
R1 FL#:FL22202.4 Manufacturers Association
History Model:Sundance Side-hinged Wood Shed Door(Outswing (715)551-5062
Single)
Description:Sundance Side-hinged Wood Shed Door
(Outswing-Single Door)Maximum Size 4'6-5/8"wide by 6'
4-3/4"high
Category:Exterior Doors
Subcategory:Swinging Exterior Door Assemblies
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone'850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.'Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
ProducttAApproval Accepts-
9_1 1 ®El E
Credit Card
Sate
https://www.floridabuilding.org/pr/pr_app_lst.aspx 1/16/2018
PARTS LIST
ASSEMBLY INSTRUCTIONS: -`y --T
"- ITEM PART PLUMBER DESCRIPTION VENDOR
NOTE:INSTRUCTION#1 THROUGH 43 ARE TO BE ^� 1 7;1 p'A_PA OSE INTERIOR SHEATHING "APA APPROVED`
PERFORMED IN FACTORY. INSTRUCTION#4 CAN BE SEE DETAIL W �I' — STEEL DOOR FRAME:1-ti2"STEEL DOOR FRAME QUAIL RUN
PERFORMED IN FACTORY OR ON JOB SITE. INSTRUCTION FOR INSIDE VIEW - — #3 x 1 1?2"N'700D SCREW SOUTHERN CARLSON'
45 IS TO BE PERFOMED ON JOS,SITE. OF ASSEMBLY �� f ���•:�: q 3?B"OSB SMARTSIDE EXT SHEATHING LOUISIANA PACIFIC
i _
5 --- DOOR TRIM LOUISIANA PACIFIC
1. ATTACH ITEM 1(T+16"OSB iNTERIOP SHEATHING)TO q j /� _ NAIL SOUTHERN CAR SON
ITEM 2(STEEL DOOR FRAME-1-112"SQ.TUBING)WITH `4 ; � SIERRA PACIFIC
ITEM.',(#fl x 1-112°SGF"EWS)k>?fi"0.C.AND(2)SCREWS 7 ' 7 390208 TUFF SHED"L'HANDLE ASSEMBLY
AT EACH ENP OF EVERY STEEL TUBE AS SHOWN IN ' r B TS002 #B x 2-114"SQUARE DRIVE WOOD SCREW GMs
1, i F _ RA PACIFIC
DETAIL'S'.
- r ,. 9 HTH6�, TJF. SHED HINGE SIER
2. ATTACH ITEM 4 pal OSB SMARTSIDE EXTERIOR `
SHEATHING]TO ITEM 2(STEEL DOOR FRAME-1-1 2" \
SQ.TUBING)WITH ITEM 3(aid x 1-112 SCREW51§fi"O.C. k
AND(2)SCREWS AT EACH END OF EVERY STEEL TUBE
AS SHOWN IN DETAIL'S', r —
3. ATTACH ITEM 5 IDOOR TRIM)TO ITEM 4 t3/9'OSB
SMARTSIDE EXTERIOR SHEATHING}WITH EXTERIOR
TRUCTION ADHESIVE AND ITEM 6 NAILS)
GRADE CONS / >>
6"O.C.AND(21 NAILS AT EACH END OF EVERY TRIM %' '- % /,, ` _-------- __-- DOOR HANDLE AND STRIKE
PIECE AS SHOWN. I j i <'=HL"RRiGANE SPRING BOLT PLATE ATTACHMENT
i ry SIERRA PACIFIC PART#118',iZNSIERRA PACIFIC PART#35'0206
4. ATTACH ITEM 5(HINGES)TO DOOR ASSEMBLY W. ' + j l ATTACH 1)HURRICANE BOLT 6"FROM TOP OF INSTALL DOOR HANDLE PER
ITEM 8(#8 X 2-1(4"SO DRIVE WOOD SCREWS)AT 2 1 (
LOCATIONS SHOIPYN ON SHEET 4, (4)SCREWS PER 'r .( DOOR AND(1)6"FROM BOTTOM OF DOOR. MANUFACTURER'S INSTRUCTIONS.USE B
� 1- /� 2 ATTACH EACH BOLT VATH(4;#8 x 2-ti4"SQUARE #8,12-1/4'SQUARE DRIVE WOOD
HINGE. SCREWS.ATTACH STRIKE PLATE WITH(2)
�. DRIVE SCREWS
5, INSTALL OUTSIDE HANDLE(COMPONENT OF ITENO#71 #8 x 2"S TO BE DRIVE WOOD SCREWS. �
' 3 SINGLE DOOR ASSEMBLY SCREWS TO BE LOCATED AS SH04VN,
TO THE DOOR ASSEMBLY VATH(2)ITEM B(#8 x 2-lid (5 3 O TOP VIE�N
SQUARE DRIVE SCREWS). INSTALL CAB LATCH
(COMPONENT OF IIEM#7)TO THE DOOR ASSEMBLY
WITH(4)48 x 1-14 PAN HEAD SCREWS, ATTACH INSIDE
HANDLE(COMPONENT OF ITEM#7)AND SECURE WITH o t(' DETAIL�B'
WASHER AND NYLOC ON HANDLE SHAFT
(COMPONENTS OF REM#1). SEE DETAIL'A', 3 3
l�{2 1 —HINGE ATTACHI4tENT
EXPLODED DOOR ASSEMBLY
1 I
SIERRA PA-IFI
E TUFF SHEDHINGES
PTACH
f` I _� ( EACH DH HINGE WITH (BINSIDE )
�i_. I) — HAND CAB LATCH H NGE8 x ISCREVlS(PN D
{( ---�i� NYLOi — PURCHASING
ASING D FROM
"--"•� #8 x 1-SC PAN HINGES
G S TO B DEPT.
(
WASHER HEAD SCREWS HINGES TO BE
DETAIL'N LOCATED AS SHOWN.
PARTIAL INSIDE VIEW PARTIAL END VIEW PARTIAL OUTSIDE VI V4 04 HINGE ASSEMBLY DETAIL
TUFF SHED"'L"HANDLE FRONT VIEW
0Z HANDLE DETAIL ASSEMBLY
PO 4 7HESE DRA'vNNGo ANO THE Dlt 11h!�CiS Bl''. TITLE DRAWING N0.
.TUFF SHED DESIGN ARE THE PROPERTY TUFF SHED,INC. AP-FL-pGEN D 1
CUSSDMed: Orn+vn BY: PK OF TUFF SHED.INC. 'HESE 4'(4060)DOOR ASSEMBLY
Date. 3123117 DRAWINGS ARE FOR A RN H01.[SF DRAT:T Tali DEPART'I'1F'.IT
BUILCiNG TO BE SUP?UED AND INSTALLATION REV.LEVEL 01
Storage Buildings&Garages Site Ad-dress. t' 7 S HARRIS �STRI f'C' !--
AND OWALTTHER
USE
E K;SHED,
TUFF SHED,INC. � _ Chect<Pd By ANY UTHEP.I. E15 DENVER,COIOtLAUp 815210 PREMIER SERIES SHEET
i —
Date,
FORBIDDEN vitdiitg Size:".r,�. .ax..r.xr r YUFF3HED 110 i17ti-TL'fF
MgAiH!KgN(ARCF
n.re sr:r•o a+c n svwrs a:.�sra nsaputt ron
RECOFi1SHEET tOF`L
, Scala. N.T.S. G,..^S.N'.n:MMIfF Ir�NIl1 i!r`ILY 4nG..M ea.w.
w
1
U
PARTS LIST
471/2OPENING— ITEM PART NUMBERI DESCRIPTION VENDOR
1 P4S 140160 PREMIER STANDARD DOOR TUFF SHED
2 STEEL BASE QUAIL RUN
STRUCTURAL WALL PANEL ASSEMBLY TUFF SHED
(
114 \ JL__ 4 314"APA FLOOR DECKING "APA APPROVED"
t i 5 _ HTH605ii TUFF SHED HINGESIERRA PACIFIC
6 f \7 6 DOOR TRIM-VERTICAL _ LOUISIANA PACIFIC
7 —. DOOR TRIM-HORIZONTAL LOUISIANA PACIFIC
STRIKE PLATE
SIERRA PACIFIC
�„ 9 11 83Z HURRICANE SPRING BOLT T SIERRA PACIFIC
2X'I t4 } 33`112 �\ - MARKETLUMBER
10 #&.2-1j4 STUD
•� Vt � I \ 1 i -- �2 x 2-1 i4"SQUARE DRl+1E`.MOOD SCRE'dJ GMS
72 i 1 r DOUBLE TOP PLATE- - ,
_ + / -OPTIONAL HEIGHT
DOOR STRt 4 y I CONFIGURATION
PLATE (V l"'� 1C1 C ,� HEADER.— � DOUBLE TOP PLATE
36 33{11'1 `fj 6
1 4 ,r l
2 f/2
—471 OOR
05 PARTIAL FRONT VIEWS
f'
STRUCTIONS: !/ s
INSTALLATION IN
1, ATTACH ITEM f?(STRIKE PLATES}TO ITEM 1(40160 PREMIER DOOR)WITH ITEPA 11 t#8
� ' ' i �� � I j CRIPPf.ES j
i
X 2-1/4"SQ DRIVE 4'VOOD SCREN!Sj AT LOCATIONS SHOWN. '2)SCRE6'YS PER l '
STRIKE PLATE.
2. ATTACH COMPI.ETF DOOR ASSEMBLY WITH HINGFS AND STRIKE PI ATFS TO WALT-.
PANEL ASSEMBLY WITH ITEM 11(#B X 2-1/4"SQ DRIVE`h'OOD SCREWS)AT r f I)
LOCATIONS SHOWN. (4)SCREWS PER HINGE. /, ' �� HEADER
ATTACH ITEM 13(STRIKE PLATE)TO ITEM 10(TRIMMER STUD)WITH(2)ITEM 11 ka X %sem
2.114"S0 DRIVE WOOD SCREWS)AT LOCATION SHOWty,
4. ATTACH ITEM 9(HURRICANE BOLTS)TO ITEM 1(PREMIER DOOR)WITH ITEMi 1(t!8 X 11 O t l i;y
C)DRIVE WOOD SCREWS)AT LOCATIONS SHOWN, (4)SCREWS PER BOLT. � �2.
2-114 S D t '
FRAMING MOTES: \
1. STUDS TO BE SPACED 16'0.0,
2. FRAME TO BE MINIMUM 2X4 SPF ,
3. FRAME NAILING \\ ✓'���„
KING STUD TO TOP PLATE 2-16d END NAIL \
2ND TOP PLATE TO IST TOP PLATE.t6d NAILS EVERY 12"
KING STUD TO BASE PLATE,2-16d END NAIL �1' PARTIAL ASSEMBLY
KING STUD TO HEADER 4-16d END NAIL PARTIAL EXPLODED PARTIAL ASSEMBLY
TRIMMER STUD TO I IEADER.2-16d TOE NAR SI OUTE VIEW 07 OUTSIDE VIEW �� INSIDE VIEW
TRIMMER STUD TO BASE PLATE,2-16d END NAIL t•,. e: a•v- tix.=
4. FASTEN BASE PLATE THROUGH FLOOR DECKING INTO JOISTS OR TRACKS Y`ATH -
1140 X 7 GAL`/HEX HEAD SELF-DRILLING SCREWS @,12'O.C.
oFear y.
PO* -HESE DRA*A"GS AND THE TT DRXT-IN't iS BY: TITLE DRAWING NO.
DESIGN ARE THE PROPERTY ' TUFF SHED,INC._ AP-FL-PEEN-01
:TUFF SHED
Customer DrRwn By: PK OF TUFF SHED.INC.-HESE I y 4'(4060)DOOR ASSEMBLY
ORAYAN(i5 ARE FOR A
Storage BlliICltTi$S�L C73[8gES Dale 3123717 BL'{LDU�C-TO BE SUPPLIED 1 R4 HO'.)SE TJRAfT TN(i D[YAILT�fF"I AND INSTALLAT{JN REV.LEYEL 011
Site Address', AND e'_ILTBY1.tff6HED• ` 1777 S HARRtSOaSTRLL'T'
TUFF SHED.INC. _ Checked By: ANY OTHER UGE IS DENVER COLORADO KUM PREMIER SERIES SHEET
- Date. FORi31ODf.4 FlY fuEP S4ED t'rP;1 751 SI.)f'f
BuildingSiZe::r;c,--.arcr•seF�• INC&THE "NCNEER OF a9rF.l EVC n!:suwrsu '.vr..+vsuuur rDn
RECORO. �e -rE r w v_owA..r+r v ni {SHEETV 1 OF 2
e. SCA{9: N.T,S. s r�.vcx s�o m.�e:tsin.