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:Florida Building..Code Online Page .1 of 5
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Application Type Revision
Code Versro.n 201-4
;Application'status. Approved
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Comm.ents%
Archived
_ >r Product Manufacturer Tl!&ma-Tru Cor oration
.: Address/Ph.one/Email 11$ Industrial Drive'
Edgerton,.OH 43 '1"7
(4Y:9) 298-1740.'
° aM rick
w@rwbldgconsultantscom
Authorized S anature Vivian Wright
i rickwOrwbldgconsultants com:
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Technical Representative
Address/Phone/Email
http//#lori'dabuilding.org,pr/pz,_app_dtl.aspx?paras 2—wGEVXQwtDquS7,aFt2ZyiP.g.2 CrdNkX6txpSJ85agrvdlVhOBgoXF4hw%o3,.,.. 7/6/20:15;
Florida Building:::Code Online Page 2 of 5
a kQuality Assurance=Repi'esentatve
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Category. Exterior Doors
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g ry g g Exterior Door:-,Assemblies
` Corn"llan'ce-Method EvaluationRe ort from a Florida,Re lstered Architect br.>"a.L
Florida Professional. Engineer"
G Evaluation Report=Hardcopy Received
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Florida;Engineer or Architect Name who.developed Lyndon F: Schmidt; P.E
Evaluation Re P ,ort
. Florida License PE 4340.9`
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Quality Assurance Entity National Accreditation and Management,Institute°
& , Quality Assurance:Contract Expiration Date 12J31/201'.8
Validated By, Ryan ]. King, P.E.
Valid'ation Checklist- Hardcopy, Received
Certificate of'Independ.ence FL1.5037'.R2. CCI Certificate_Of Ii dependence_pd '
rt Referenced;Standard and Year,(of Standard) Standard
4 µf AAMA/WDMA/CSA101%I.S.2/A440,
ASTM E1886,
ASTM E18$6
ASTM E1,%96,
ASTM E1996:
pt
f* ASTM E1996.
ASTM E3,30
� SSTD12
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Florida Building Code Online. Pagel of 5
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Product Approval Method Method 1 Option Q
� Date.Validated 06/28/2015
Date Pending FBC Approval 0705/20.155
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'S Date A roved 08/19/2-015
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1503.7;.1 a. Opaque Fiberglass Door 6 8 Impact Opaque , Smooth-St
"Classlc Craft" Sin ie Fiber lass"Door with or w16
�� x "Impact" Sidelite or, Sldelites Outsw ng,/ Inswin
XO; OXO) Configurations
`LlM is of Use" Installatio"n Inst"ructions.
Approved for use In H HHZ No, FL15037 K2 II. Inst 15037 1."pdf
{ A roved"for use outside HVH2:.Yes Verified B L ndon F Schmidt,
x pp y,, y P E. 4340 .
w Impact Resistant• Yes Created by Indepdpdenti_Third Party: Yes; 9
Design Pressur'e'. N/A Evaluation` Reports;
h N Otltgq See;Inst 5037 for D'esign ,Pressure Ratings any FL15037 k2 At lEvai 15037.1.0f
rq additional use limitations' installation Instructions and Created by Independent Third Party; Yes,
product particulars; (For'FiberClassic and Srrioot4Star doors
# s m and sidelites; this product approval requires the use of
artnumbers for these doors and sidelites .which have been
S. atr�ed7.�car�` a- ted'within six months bf instaliat bnh)
st 15037:.2" b Opaque," Fbergla5s Door
. "11-0-0 a
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Florida Building Code Online Page 4 of 5
6'8 "Irnpa.ct" Opaque "Fiber=Cl.assfi:", "Smooth;-St
"Classrc Craft" Double Fiberglass Door with or wit
"Impact" Sidelites - Out"swing/ inswing {XX or ,
' 3 °��` °��; �.���� �� L�m�ts of Use �lnstallatEon Instructions•
Approved for use in HYHZ,- Noy FL15037 R2 II Tnst 15037 2. df
Approved for use outside HVHZh Yes Verified By; Lyndon F Schmidt, P E: 434"09
Impact Resistant. Yes. Created by Independent Third Pa . Yes
a rty.
Pressure: N/A EvaluationReports
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Oth`er: S"ee Inst 4"",S ;2 for Design,Pressure Ratings,,.any, FL1S037 02 A5 'Eva) .15037.1j2df
additional use limitations insta�llatio;n instructions and,,' 0,'afed'by Indeperid'ent Third Party:Yes:
roduet articulars. /For Fiber,C ass(c-and SnibothStar.dbors
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=sand sidelites' this roduct a roval�,re uires the use°of J
p PP q
apart numbers fqr these c bots and si`delites4 which-'have'been
stained or 3 Inted�withln sixr months of ii stailatiori ).
k 15,037.3 c. Opaque Fiberglass Door 8 0, Impact Opaque Fiber Classic-" "Smooth St
"Classic Craft Single Fiberglass Door with or witi'
Yr "Impact" Sidelite or Sidelites - Outswing / Inswln
XO;. QXO).Cbnfi,gurations.
k :Limits of Use Installation Instructions
Approved,for use in HVHZ; No FL15037 R2 II Test 15037,3. df
pp P
A roved°�for�use,outside HVHZ: Yes Verified By L radon F. Schrnldt, P.E..43409
` PP Y• Y
�MImpact Resistant. Yes Created by Independent Third Party: Yes
i g Design Pressure: N/A Evaluation Reports
r 0ther:.See Inst'15037:3, for Design Pressure.Ratings, any FL15037 R2 ,AE. .E.v 15037.3,.pdf
as " a additionaF use limitations, installation instructions and Created liy In
Third Party: Yes
• Y 54 dyY3 Yrrye
:product particulars _(For,FiberClassic-and SmoothStar doors
and sidelites} this.product approval requires the use of°]"
art number~ for-these doors antl`sidelitesi.Which ,have,been:
stained or painted within six,months of installation )
t
5037,4 d. Opaque Fib"erg{"ass Door8`0."Trnpact" Opaque "Fiber-Classic'; "Smooth-�St
"Ciassic Craft Double Fiberglass Door with or Wit,
5 "Impact" Sidelites- Outsw(ng % In"swing .(XX or O;
Configurations
:Limits of,Use Installation instructions
k Approved;`for use in HVHZ; Na FL15037 R2 II ',Inst 15037.4.pdf,
hop,-//flqridzibuilding.org 7/6/2016
Fl`orida.Buildiig Code.Online Page.5 of5
• �;- � -
Approved for use out5�de HVH Yes Verified By: Lyndon r= d'hmldt, P,E. 43489
7 `< , impact Resistant• Yes': Created by`Independent;Thlyd Party:.Yes
benign Plressure N/A Evaluation Repbrts
x �., � Other See;Inst '5037;4 for-Deslgn=Pressure Ratings, any FL15657 R2 AE: Eval 1i5037�4.pdf
r. t addltlonal'use llmltations, Instaflatlonlnstructlons and „ Cheated �y Independent;`fhlyd'-Party: Yes
A protluct particulars:. (For FtberClasslc:.and 5moothStar doors
and siddiltes:, this product approval requires the u'se of
x f ` part numbers for these doors,and sidehtes :whlchhaue: been,
Y
stained or palnted,within;six months;of Installation )
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Contact.bs 2601:BIairzStone.Road,'Tallahassee FL 32399 Phone;'850=,6141.824
y Tfi'e State.of Florida,Is an QA/EEO-employer::Co"ovridFit 2007-2013 State:of:Fldrida. :,; Privacy Statement Accessibility Statement:; Refund'E
Under Florida,law ,email,addresses,are,public records. If you do notmant your a-mall address;released,in 1response.to a>public-rernrds request;
electronic mail to th1s5entityi Instead,to'tact office by phone or by;trediudnal mail:If you have any�questlons,.please,contact:850.487:1395.
Section 455;275 1��Flond�Statutes eff,ective`Qctotier 1;2012•�Itcensees license) under��Cha �ter455 FS: must;:�'roVide Fie Deartmenkiry th an e
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• b ��,�, ahe,haV6;ones.The:emails prouided Tay-be used for.official communication'+rvith the dicensee,,However email addresses,,ape publlc'record 'IF y5u:,c,
supply a personal address;piease.proylde:the Department with an:emall address which can.be made_available to;the public To;determine If you are.
Chapter 455,F 5., please click here.
F '� i ProilUd Approval Accepts:
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37:75'MAX. 7450 M/iX FRAME'WIDIH, m �'
2. Product anchors shah be,as fisted and spaced!os3hown on decals.Anchor embedment to base FRAME WIDTH
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ry matertalshall be,be and wall dressin orstucc,o (SIDEWIDTH-
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PRODUCT:
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IN i THREMA TRU Lyndon F. S.hmidt
P.E. No. 434094,� .........
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1 15 15 UPDATE TO rn /1-1 PART OR ASSEMBLY: BUILDING CONSULTANTS,
N.TO
t 7FS- P.O. B,C, 230,V.1,fco, FL 33595
[11Q.E DATE SMOOTH STAR
Y Phone No.: 813. 59.9197
REVISIONS DOOR PANEL DEFAILS FBPE CA No. 9:13
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$ F Q PRODUCT: Dowmenta Prupomd 9y: dfA80F
r 7HREMA TRU Lyndon F. Sehmldt Plato;.. �.
P.E. No. 43409 •2/ I%rte~ ```
$ w r -1 PART OR ASSEMBLY: BUtLDINC CO !NSULTMRS, IN1t{`,,
v In 1 1 15 15 UPDATE TO STH ED. 2014 FBC IFS IP.O. Bot 230, Valrlao, FL 33595 NO DATE BY ELEVATIONS Phona No.: 813.659.9197
REVISIONS FBPE CA No. 9813
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No.43409 _
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I oo THREMA TRU P E.d No F43409 Id! Am
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w 't PART OR ASSEMBLY: BUILDING CON335
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UPDATE TO 5TH ED. 2014 F8C LFS x 230, ,.Irlc.. FL 95
DATE BY VERTICAL +'P Pnon® No.: 813.659.9197
REVISION CROSS SECTIONS FSPE CA No. 9813
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BUCK ANCHORING BUCK ANCHORING N
W O
N CONCRETE ANCHOR NOTES:
1.Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortarjoints. a
2 Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to °a d
V maintain the min.edge distance to mortarjoints,additional concrete anchors ?
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. m
3.Concrete anchor table: o
z sM1Ni`:C:...EII:RANGE:':>tiQ1Nk<:G1E14:►Fj4NG:E '
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WOOD SCREW INSTALLATION NOTES: DRAWING NO.:
n1.Maintain a minimum 5/8"edge distance.I"end distance,&1"o.c.spacing of FL-15037.2 0
5 wood screws to prevent the spritting of wood.
D sHaT 3 or 16
mn
4-9116'JAMB I DIRECT TO
6-9/16" �j;
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CONCRETE ANCHOR NOTES: DETAIL 2 '^
BOLT HOLE H z
1.Concrete anchor locations of the comers may be adjusted to maintain the min. Inswing 1 X BUCK H g; Q
edge distance to mortar joints.
2 Concrete anchor locations noted as"MAX ON CENTER"must be adjusted to 2X BUCKL 29 $
maintain the min,edge distance to mortar joints,additfonal concrete anchors i
$ may be required to ensure the"MAX ON CENTER"dimension are not exceeded. DIRECT TO
3.Conareteanchortable:
28 RY MASONN
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WOOD SCREW INSTALLATION NOTES: LATCH b DEADBOITDETAIL 0RAM7NC R0--
1.Maintain a minimum 5/8'edge awance.rend distance.&1'o.c.spading of FL-15037.2
wood screws to prevent the splitting of wood. HINGE JAMB ASTRAGAL STRIKE JAMB ro
sxEEr 14 of 16
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LFS rJ�,,�/r/ P.O. Bax 230, Volrloo. FL 3,3895
N DATE 8Y AS'iRAGAI DETAILS vv Phono No.: 813.859.9197
REVISION Fop C.& No. 9813
®201 2 R.W.Bun.oiHo ooms—v^wo wa.
1111
`nom �i
e►u of MATERIALSV
n
PEM• DESCRI/DON MATERIAL n
A 1X BUCK SG>=0.42 WOOD4.563"
B 2X BUCK SG>=0.42 WOOD �— =t zd
C 1/4"MAX.SHIM SPACE
D 1/4"X 2-3/4"ELCO OR ITW CONCRETE SCREW STEEL – ���
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI
E CONCRETE z m o
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
F I X X 1-3/4"PFH ITW CONCRETE SCREW STEEL v o x i i
G 3/16"x 3-1/4"PFH ITW CONCRETE SCREW STEELHEAD a SIDE r z 0 w
H 114"x 3-1/4"PFH ITW CONCRETE SCREW STEEL 1 Jamb a w mci�a.
`a.
I 1/4"X 2-1/4"PFH BW CONCRETE SCREW STEEL �
J 1/4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL E `o=
K #8 X 2-1/2"PFH WOOD SCREW STEEL F VO
L #10 X 2-1/7'PFH WOOD SCREW STEEL
M #9 X 2-1/7'PFH WOOD SCREW STEEL
N 3/16'x 2-1/4"PFH ITW CONCRETE SCREW STEEL
O 3/16"x 2-3/4"PFH ITW CONCRETE SCREW STEEL
1 HEAD AND SIDE JAMB(PINE)SG-0.42 WOOD L"
7 MEDIUM REACH COMPRESSION WEATHER-STRIP FOAM I I W
11 #10X1-1/2"PFHSCREWSTE(l F-- 4.563' �I ma
12 #10 X 2"PFH WOOD SCREW STEEL
18 THRESHOLD OUTSWING ALUM./WOOD Te OUTSWING �"
22 INSWING SIDELITE ADAPTER STEEL Nesho� o m
ry, 23 OUTSWING SIDEUTE SPACER STEEL
26 ASTRAGAL STRIKE PLATE STEEL a a
27 LATCH STRIKE PLATE STEEL 5.83"
28 DEADBOLT PLATE STEEL 1•� m
29 4"X 4"HINGE STEEL
32 DOOR BOTTOM SWEEP PVC
33 INSWING THRESHOLD ALUM./WOOD �1
40 FIBERGLASS DOOR PANEL-SMOOTH STAREn
N
41 FIBERGLASS DOOR PANEL-FIBER CLASSIC - }4 w o
42 FIBERGLASS DOOR PANEL-CLASSIC CRAFT ul
y 46 ASTRAGAL ALUM. 33 ►NSWI
Na �
of
47 ASTRAGAL FLUSH BOLT STEEL
48 ASTRAGAL FLUSH BOLT RETAINER STEEL
50 FIBERGLASS SIDELITE PANEL-SMOOTH STAR _ b 2193°
51 FIBERGLASS SIDEL►TE PANEL-FIBER CLASSIC
$ 1 52 1 FIBERGLASS SIDELITE PANEL-CLASSIC CRAFT =w z z
0 ^o
o m
_o
z a
7— DATE 8121112 z
T scALL' N.T.S. B
2 23 OUWMNG SIDEME 22 INSWING SIDEUTE owc.BY. JK m
Spacer Adapter CHK BY. LFS $
DRAWDID Na.:
FL-15037.2 c
B SHEET 16 OF 16
�! e
THERMAITRUO
MWMAX.IH
FRAME WIDTH
THERMA TRU DOORS 1�
y., z m
1 1 B INDUSTRIAL DR., EDaEgTDN, OH 43517 I PANEL DWI TM� ��r'rr*rrr
3'0"X 68" 2 Ed
"SMOOTH STAR" ® ®
FIBERGLASS SINGLE DOOR
INSWING/OUTSWING
RIMPACr m
GENERAL NOTES 0'
1. This product has been evaluated and is N compganca with the 5th Edition)20I4)Florida Building
rY Code)FBC)structural requirements excluding the•Mgh Velocity Hurricane Zone")HVHZ). u
2. Productanchors shall be as Feted and spaced as shown on detals.Anchor embedment to base
malarial shag be beyond wag dressing or stucco.
3. When used in areas requiring wind borne debris protection this product compiles with Section
1609.12 of the FBC and does not require an impact reselard covering.This product meets m%sge H
level'D'and excludes W nd Zone 4.as defined in ASTM El"6 and Section 1609.1.22 of the FEC. z
4. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x
buck masonry construction.
y 00
5. Site conditions that deviate from the details of this drawing require further engineering analysis
by a licensed engineer or registered arctnilect.
TABLE OF CONTENM H_
SHEE7R DESCRIPTION —a
1 Typical etevofionL design prewes a general notes 5
ON,
3
2 Door panel details S
3 Hor'¢onlal pose sections a-fg' ; ^"3, OIAIfNSIpN�,.,P NEGATIVE4 wm 4/23/08
i
4 Vertical cross sections
INSWING 3759•x0219• +67.0 V•67,0 N.iAL 9
S Buds anal home anchpinD-D(buck masonry construction me air: AL o'
6 Frarre anchoring-1X suck mosoray conslrucnon OUISWING J7.51rx 80.69' +67.0 •67.0 oac ft LFS
7 BO of Materials S Components owma wo.: c
FL-5891.2 n
:ear�or 7 C
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1 A FIBERGLASS ODOR P.E.Ne.F43409 ,�'y ' ��•,•
0 2 N
R m y tw 2 173 IS UPDATE TO 5TN ED. TOL♦ FBC {}$ PART OR ASSEMBLY: BIIROINO CONSULTANT$.�N
UI O 1 6 11 12 REVISED TO 2010 PBC JN DOOR PAN DEl'NIS P.O.Box 270.Valdco.FL 73595
V N m NO DATE BY Ph aM No.:813.859.0107
REVISIONS FBPE CJL No.9813
O 9008 R.W.Bu��oiwR COX�Y�T�Nfa INR.
4A4 9 E10
=m�f
® ® INTERIOR 10
c
21 ry �s i�=v
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17
0 2 EXTERIOR
1 3 40 7 §i
3 9
3
E Y0 4 w
W oQ
3 erne.fnP.I
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� �31 HORIZOMAL CROSS SECTION L &
�� v � C 3 Shown w/I%wb-buck '
27 40 9 10 m
• INTERIOR INTERIOR 10
z
EXTERIOR 6
7 EXTERIOR 3 h
e 40 7 u
g8 20
D K K _z u
10 um42309 i
e 1-1/P MIN. 0 C 0 N.T.S. 9
EMS.W.) Eft AL
m
�1 HORIZONTAL CROSS SEC17ON � �S a
1 MIN. wwwc w:
2 HORIZONTAL CROSS SECTION
3 Uuwing eonfigurotbn - FMB•(fYPd FL-5991.2 n
3 In1w419 conllpuraeon
sxm J v 7 �
4
e �n8
D E /pnnua a g
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K d� °
A C
C ERE's
40 T9 � 19
7
o_ �
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6 INTERIOR EXTERIOR 8 �o
INTERIOR EXTERIOR $ �
Cq1�InswM eonVER17CAL CROSS SECTION g W
t��otbn �1 VERTICAL CROSS SECTION �m
4 Shown w/lx wbbuc¢
�I o
N
INTEROR EXTERIOR
E EXERIOR INTERIOR
40
1B
33
mO
40Nw
42308 °
sem+ N.T.S. 9
(-31 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION
4 Im dng oontigmItbn aac ft Lis 3
4 Oulswing coM9uralbn
oanu wa: e
FL-5891.2 c
aRT 4 nL O
4. 6' fr ,•4'Y{Y R
D a
to lit
ygF �^g
MASONRY TYP.H MASONRY
OPENING JAM OPENING
yyd
Tis
FRAME K az
0
n TYP.HEAD b z�s
JAMBS
ZX BUCK–\ O � _O ?4
— 2X BUCK O &
m
z
FUCK ANCHORING 51RIKE JAMSfEAMEANCNOdNG HINGEIAME u _
S MosonY 2X buck cmuhuction
9Sn
CONCRETEANCHOR NO �
1,Concrete anchor locations at the comers may be ad7wted to maintain the min. Q
edge distance to mortar folnfs.
2 Concrete anchor locations noted as MAX.ON CENTER must be adjusted to $
matntaln the min.edge distance to mortar Joints,additional concrete anchors
may be required to ensure the MAX ON CENTER'dunens(on are not exceeded. a r
3 Concrete anchor table: 9
ANCItOp ANCNOR MIAG: MIN CLEARANCE h11N CLEARANCE. K o `
10
lMBE6MEN► mAusotrRv TOADlACEf(T o ,
flPE
R1Y
TAPCON a 1/1' 1-T/4 7 4 T7 K soca N.T.S. 9
ELCO say.�.; x
ULTRACON 1/P 1.1/t' 1' 4 ce LFS ;
WOOD SCREW INSTALLATION NOTES:
of wood oFlI. mk9mum 5/8-edge distance,fend distance, spacing HINGE DETAIL LATCH A DEADBOLTOETAIL r5891.2
scren
to prevent the splitting of wood. sir n 2
d D
# r�ki
.
MASONRY
OPENING V F
G 7a
FRAME G z
TTP.HEAD b 27 mF
JAM
85 _ sx
�=O z ��
5'
1XBUCK
RiiLD
-T LATCHADEADSOLTDETAIL � z
LU
{ STRiKEJAMS •FRAMEANCHORING HINGEJAMR c y
5t Mcsoroy I%buck corsshuctlon ,$ p
CONCRETEANCHOR NOTES:
1.Concrete anchor loaalions at the toners may be ac7zted to maintain the min. c
edge distance
to mortorMnh, a
2 Concrete anchor Ioaatfons noted of"MAX.ON CENTER'must be adfusted to 9 �
maintain the min.edge distance to mortorJoinls,additional concrete anchors
may be required to envie the MAX.ON CENTER'dimension are not exceeded. E
3 Concrete anchor table 10 $C a 3
ANCNCR. ANCHOR
......... MTN,CIEARANCE MIN CIEARANCE: 10 - o
IYFE SI7F... FMGEp MENf TC MASONRY TQADUCEwff:
...cr:. .. ...-:.:EDGE...........:::i.......'.ANCHOk::,:.
a
.. ..:....:: wm 4 23 08
ITW
TAECON
e 1/4 1.1/4 Y 4'
cavo N.T.S.FTW 9
7/16' 1.114 r 1.1/r ft AL '
y TAFCONo a.er. LFS
E€ a
WOOD SCREW INSTALLATION NOTES: HINGE DETAIL auwro xa:
1.Mafntoin a Mnimum 518'edge distance,I•end distance,A 1•o.c.spacing FL-5891.2 n
o!wood saews Lo prevent the spotting otwood. wru 8 or T O
d
n ' �
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BILL OF MATERIALS lr ,•��
ITEM DESCRIPTION MATERIAL
A IXBUCKSG>=0.55 WOOD
B 2XBUCK SG>=0.55 - WOOD I•-- 456•—� ::y:• r�� $
C MAX.1/,f SHIM SPACE WOOD ��4�`'•• J'r���
D 14'X2.3/4'PFH ELCO OR ITW CONCRETE SCREW "••
E MASONRY-3,000PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE STEEL
NoHD
5>�0�
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 S F7••
G 3/16•X 3-1/4'PFH TNI CONCRETE SCREW STEEL o 2.V___FT R i
H 1/4'x3-1/4'PFH IR4 CONCRETE SCREW STEEL $
J 1/4'X3-3/4'PFH TfWCONCRETE SCREW STEEL .0i IDE
K RBX2-I/2PFH WOOD SCREW STEEL I9 t0
L R I0 X 2'PFH WOOD SCREW STEEL a
7 SHORT REACH COMPRESSION WEATHERSTRIP FOAM
8 LONG REACH COMPRESSION WEATHERSTRIP FOAM
9 4'X 4'HINGE.097'THK. STEEL
10 R I0 X 3/4'PFH WOOD SCREW STEEL
17 1 KWIKSET SIGNATURE SERIES PASSAGE LOCK STEEL
rc
IB LOW PROFILE OUISWING BUMP FACE THRESHOLD ALUM,./WOOD 2.27�I
19 HEADER JAMBPINE.S.G?=0.42 WOOD I 5 $
20 SIDE JAMB WINE,S.G.>=0.42 WOOD
21 KWIKSETSIGNATURE SERIES 17801 DEADBOLT STEEL �m
27 LATCH STRIKE PLATE STEEL �--1.67—� Li
28 DEADBOLT PLATE
a m
32 DOOR BOTTOM SWEEP PVC
33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 18 LOW RORIF OUISWING iUMF FACE
40 FIBERGLASS DOOR PANEL-SMOOTH STAR
41 SS DOOR SKIN.070'MIN.THK.FIBERGLASS BY rWOOD
THERMA-TRU WITH YIELD STRENGTH Fy(MIN.)=6,000 PSI
42 TOP RAIL SITE
43 LATCH STILE OD o
N HINGESTILE 45 BOTTOM RAIL SITE46 POLYURETHANE FOAM CORE-1.9 LBS.DENSITY 5.7547 LOCK BLOCK REINFORCEMENT
NOTE:WOOD/LVL COMPONENTS(PINE,SG>=0.42) 12
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