HomeMy WebLinkAboutPRODUCT EVALUATION REPORTR
w B
R W Building Consultants, 'Ine.
I' P. hox,`21A V-0deo'. FI,3 . 3
Product
Sub Qdteq6rY
Category
MMifttturer
Product ianae
Exterior
Exterior Poor
5206Vt CEMIRYtLVD.
InswingtQaatsysirrsg
ors
i?oAssemblies
LQS ANGELE%CA-90G45
'(4 -77 40),969-i3
scOP6., This Is -a Product Evaluation report• issued by RzM611ding,Consuftentsi Ine.,and LyOdbn,:F- Schmiclt,,RE. (Systom,113.9
61hod,iuf ofthe StiWf; c if, " t , orida'Prodgct ... pp.rpyAl F A
Department of %Oqets,,:&
R!NBuilding ConsultaPts. and,Lyndon R SIchmfdL,P.E',doInot have nor YAJI Acquke-finaneial, lntqrest in the company
U
,manufad ring, ordthe prqdp6tdrj ay other _ntity. 'involved ifthe appvaIprqce,s 5named
herein..
Llrtiltarlwd:
1. This produs t:has been,avatuated andds,jn compliance %ft.t . he 5th Edition (2014) 17166daBuilding Code,, (FECY structural reodirements;
e-Wilding"'the "Hi 4h'Veloc ity.Huidcanp2dne.
2. Product anchors shalt be as listed landspi ced,,as shqwn on details. Anchor embedmiantIo-base materlat shall, be bevond wall dressing
. or stucqo-
3.. Whenused.jnareas requiting vvind.bgme
debris. Orotdchbri this -: rqd�q` 'Pith Oduon not
p _�c;pmoijop I S
require.animpadt resistant cdVering.This product mOptq,.missile levol.T"and ijicjtlde�s Whid26664:as d6fihed RIASTM 'EJ95a and
FBC.
4, For 2x stud ftaiTOng constriction.
• -5.. Site conditiont that,. deviate, feoiri the detalls of OrgMag FL-17184.111 reqUire further en§irieeftng, ana�rysls by, a licensed engineer or
registered arcliftect.
6. See dravArng FL-1,7184.1 I for size and 46sjgn,pfessura firnitationr,
Sqppo)Iin9,i76cUm6n6;:
1. Test:Reoo"o.
TELMGU)221-001
TEL Oi39O365
2-Drawing No.
No. F< 17154.11
3. 00culatlions
Anchoring,
Td-OtStaildard esfidact Lataaratcsric SI�6ed'by
.ASTM E,330102,pnd A'StM,EI99&II8MO2, VX, Wright,
TASAIj 202,263=94 Testing; Evzluaiko ,nLab.,jnc. LyndqnfF.,,$ctarntdtx-Rt.
Prepired'bV
R.W Bulldlng,Cdnsultahts,
Prepared by
RW Building "Consultants,. . nc.,
4. 'Quality Assurance
I it . - - I a `
Certificate of Pi� Opation issued. by National Accreditation drid
Management institute, certifyingat Plastorbnc., � an�dku triri' ,th I inc., i. 1m. %i; , , .9 produc'
within a quaRty assuraniZe prcgraal-th.atcom;)rkes,vMh'(SOitc 17b2O and
Guide 53.
Sheet. 1 of I
Sinned &$ealed!
LYndbn F." Schmidt, P.E-
Sidnqd-&Sealetf�
Lyndon F. SchmidC. P; E.
9, V
NkF its4Z4�C9
7,
s? x, r
File Cop"
Lyndon ,F. Schmidt, RE.
.FL PE NO'. 43409
4/27r1015
plastpro
5200 W; .CENTURY BLVD.
L OSAN.GELES, CA 90045
tip!' t �+
t� i 'j5 Kk DOOR
"�� t�;
t
WSWINGIOUTSWING
GEN RALNt)1ES
1 lhts p nducth4sboon eYnluatad and is in compance veltii;fno 5tb Edition {2btaj Florida
Bu3lirig,C6da{F6C{strucftiroiraquIremenisexbiudingtFie'Wgh`Veloc;fyHurrdcona'ione.
{tivtz) .
2, Pmduct anchors shop bo os Mod and spaced as.shown on detats: Arxhor embedmept to
base matgriol shall be beyond wcli dressing or stucco:
8 ti+lklen used fn oreas roqulrfrig product connts?s i;Viih. Section
ib(}9..12 of ttto F6C attd does not Fequ`uo an k»poct ros�tdnt covering, this } raduct moots
malle level "Ey one indfudes Wind Zone,4 ds debited in AS M P 1990and Sectton'1609A.2.2 of
ihe:F)iC.
4. Forb(stud froming cbnsttwaffon anchoring of these.tinitssha9 be the somo•os that shown for
2xbuckmasonq construction.
5. Site conditions thot deyiate from_the detals of this drawng require further on9looering onalom
by a licensedengfneer.orregislsr daThitaci;
TRAtEOb-GQ�iirFF M
SHEETff"
Dl3CRlPfltiP1` __
i
T �^em'ian d Plesso�os; &' ant=soErSOSer
2
ao�rponol`de16b
3
fiotecthlofttanwe:bns.
4
VeiC#tl:crcssse' c ci
5
_. _.. ......, ._._
,fl3r:1C a3iti franle.C?1ti�ti,zi 1NA L%1IS75t7t"wY�CRi?31tJtt'tlr1
6
Eii�rtC�acitt�rfizg 1X ti�ctt moscyrs�+c+xss sucilen
'7
;BiR'ofaiatc�fo`°as�ccrnrmlt>snfs - �.�
37.56" MAX OVERALL
FRAtrtE:WIDTfi '
:it�-
UESfC�N j�iSS;lfttl (7�S j
woe
��2-
tEt O/i
OSiflV ' li +tC C! °
INSWING
37.50"XV,0Q"
+64,Q
OU(SMN6
37.S0" x 80XW
+65.0
02
6.
n
5
•
11
. t 79.2Y AAX.DOOR PANELHBOW i
C.2 131
i
A
x
Q ^
Q
o
25
O
O.
Q
�Ya
'
�T
A
Q
t�
.V.,
-wig
i
1
Tsa"--�
y
E
m
1=7
a
ll
05
Qx
n �
i�
SP
G
m
1 crt
Z7
f
T� to
4 '•. cr t +" ----..„. ?dA57PRJ F,yndon. F. scliMuli % •;'LQFDp`
7�' . E z „ FiBF_RWSS 00�R P.E.nc; 43409 ol4o �Oh►A .
OR ASS.=,?,9A::k: Bti1LL3NG Lbv511t TkN75 INC. upai.rE ?'J jfi E.: .7'Ji' .F JK
MAR PANE, DE A?4S. �YY` a.o. i3ok z<o. iai w FL 33595
Pho�o,ha,: B'73.859:91P:
f9Pc C:k. No. 9813.
L:SC F < R.'vl; I3+�1cP!•-o "Cor.�ul: wrr. a. t.-ce.
8:1crtsi5'f.v:ru ls•. f'e%Y,AUia�Xty%lC,HD r',m(}{ett aX;-rcruxiL tYtPi3i>=- Eirs?i•?Cu;ran«!Et'
'r3
/"tR9
� o
(; n
• � �1 ,t tic':
zGr
—
1
a w
1-0313i
» .
EIZz. a N,
is ira to t a, •
L
:y
Q 0.
ww
Flo `ti;q,
Y �y
o Q
'' LSfUf
M.ZCS Jam'`%.._.-.....f•.
-o
gi
zrnean P. Seh-ibi+4�R163i4A4•
L1t t:^• y H �FAR,T OR:A$$EUS Y : 'SUIL SNO `CON5ULIAWS. I=-
t "I f:
:2gp,.aaBA- 7 33E•.!5
�% Kf}KlZQi17.4L- Cic0$5 Sw x{txiRl$ Phone Nat 953 6�9.9797
kkNi{:3...r EaPE'_C l.. No..$8i:'i
ZI714 R.W. AVLD,14ti irYrvBVLTAnT!r INC.
rn
On
6 WA
t"
NK
EMB; (TYP.)
e.
EMS. ffyp-)o
1v I rtt--
im b rri
C
0
0
tz
sms. [TYP.)
No,434 - 09
nODLM . Dot- P,',md S,_
PL4�,TPRO
aitiasl
ROWSS VQOR
Oq1LONG CO.+tSi.LTAPJTS, INI:4
0A f L I VERMALL CROSS SEM, DUS -P-0- Om 236- Yoirfeo. FL 13605
No, S13.BSg-910
i FSPE. C.A. N.,
4'
T
TYPAEAD
MASONRY7 &JAMU
OPENING
01
:2x BUCKS.
�
SUCKANCHORING HINGEJAMB
c ONCRE-TE A No 4 o R - NOTES:
Comerswarbepdfultqd to md10tUl0Jh4!nfn.l
*dJ6,dsIqnca'tdrnorIarJoEnfs, .1 1
itohcr6fb.onchorlocati6ris'tiled cs,MAX:,ONCENTbe-musI be adjusted to
anchors
,may berequI.rpd to ensure the "MAX: -' ON 6EkrFirdYrt6nsbn'or* noiexceeded.
'Coricrete anchor foblk
wood sere Ws to preYent ihe.'spBtt of. wood.,
L
TAGO
2"
4'
. . . . .......
UCO
ULTR4CON
W40 09CREWINSTAUATIONNOTM
d dlifoilca. 1, o'c.'soodho of
MASONRY
-OPENING
FRA
2X IJU(
HINGE DETAIL
LATCH A DEADBOLYDETA&
• e _ I
J,
'YYO. HEAD &
: MASONRY. JAMBS.
OPENING
FRAME
1XPUGK ; �!
—p
TYP.
SILL
itlNGE'JAMB ERAMEANCtlORWG STRIKEJAtA9
MasoW. TX buck'c nshedlon
'CONCRETE ANCHOR.NOTES.,
t. • Cdndete cnchortacatiom.'6t the camets may be'd"djusted to ma nfotri;itio "mfn:
pdge'dblance to. moit6t1
6
trlt3-.
2..C9nctoteanchorfocallcnsnotedas MA)6Q14CENTER mustbeadJustedto,
mainfgtn the rrrin. edge'distonco to inddarJoints, add8fonot;concrele anchors
moyb® requked'to'ensUre. the Milk ON.CENTER #tmenslbn:ore not excoeded.
& Conroe anchor. table:
ANCNQI2
'tvf�(ritatn
ANCi10R
MtN `i
MtN CLEARANOE
tittN GICRA�1CC:
TlyPf.,`
s
'
F149ilEDLV1PNY-
TO MASONRY,
TG1 ADJ�CENP
,SI�E
CtJGE�
�. , ANCEJOk =,v.,
TAPCON�'
1 A'
-114'`
V.or
EtlqoULTRACoN
1/4
14i4"
T'
44 —
WOOD SCREW INSTALLATION ! OYES:
o:rrYninium 5/8"odr„le.dJst4r;cn,. t"end distance, & 1"o,c, spacing of
i.
wood screws to prevent the spHlling.of wood.,
HiNGEDETAR
L ck&bEAUBOL7b5AtL
plfl
till W
y
6m
o
pia
ID G'G'4
v _, 1 '*
atu oFn�7E�r�cs
ITEM QE.SCR1P110N MATERIAL
A
TXT3UC SG>�O,�a5
WOOD'
a
woop
C
Q
X 2 Sld'�:?FIi �Ct7-QR I1W CONCRETE SCRE�rV�,�
= STEED_
E
MASONRY �,t� PSI M!N C.C?,+I(.RECE cflNF�l�ilr�G rc� Ael
BOi. Q€�'�Ot COW BC�3CY CCJNFflEIdt�SC ifJ ASTft4 C9fl -
concRE>E
F
1/4 X2 1!4 PFF3ELCOOR'iiWCONCRETESCREYt'
STEEL
G
31t6 X3-ilfE'l:Hlil€`/C�ivCR�".iFTt"�RE'W
STPEC,
_MHWOOD
_
FHW00�SCWs�1tcCOIvCP,C(FS�:4EwSTEESCRL�v
STEEL
b
SPACANi � ...�.�..
SILICONE
7
wk?Xtl3ER5TR[i'
FOAM
W10
i�lU;X3/d PFHWOOpSGREIN
51EE1.�'•�
20
JAMS FINGER- JOINT PINE
YJOflD
21
_
POCYF€BER COMPOSITE JAMB
POLYFIBER
27
;IATCiSTR1KEPCATE
STEEL
28
DF.fipBOL7PLATE
STEEL
30
DOOR SWEEP—-
31
OUiSWING iHRESHOtD BY DL? (QC1SHj
ALUM. /WOOD
_ 33
INSWING THRESHOLD BY QLP ({SC5j-ALIJ;vy.
! 4y00D
-00
DOOR PANEL SEE DOOR PAtJ(=C DETAIL SHEET FOR COt�S1RUCi:ON DETAILS
_ dl
DOAR SK1N MIN 0075 THICK) P(ASi PRO/NANYA i`V=11 A63 PS1 MIN.
)�6ERGCA�S:
42
YOP pAtE.
CECLULAR'PwC
h3
LA1CHixHi)�lUESiitt
GECLULARP.VC
IT
i h r1
v �r
x< x
20 HEAD R SfIJE 21 HEAD I S1jE_ R
Jamb _ PAY:ptiat;canti o
1;4
4 Q.
�,
{
�,4.56 4:56°.
1 t
{
_.. _!.
3i 8d '14ai"Gj7IS#QOGD'
s wTiG►R% 4u? aes
W�1. x
v
Y 2
S
CfldYixl3 .ii,(
F' �t 7144,1 o
a -Y- oa I
aa.
-
4d RFJi�fOPCEtvi�Ni°4"�C10QFO,�ti.00KS ._. WOOD