HomeMy WebLinkAboutProduct Approval R `�:R W Building Consultants, Inc.
r
B Consulting and Engineering Services for the Building Industry
P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Certificate of Authorization No.9813
Product Evaluation Report
/ 5,2017
Product `Sub Category. Manufacturer' Product-Name
Category
ThermaTru Corporation Fiber-Classic and SmoothStar
Swinging
Exterior_ 118 Industrial Drive Composite.Edge Opaque Fiberglass Double Door
Doors Exterior Door
Assemblies Edgerton,OH 43517 w/or w/out Sidelites
Phone 419.298..1740 Inswing/Outswing"Impact"
Scope. This is a Product Evaluation report issued by R W Building Consultants, Inc.and Lyndon F.Schmidt,P.E.for Therma Tru
Corporation based on Rule Chapter No.61020-3, Method I of the State of Florida Product,Approval;Department of
Business&Professional Regulation.
RW Building Consultants and Lyndon F Schmidt, P.E.do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named
herein.
Limitations:
1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code(FBC)structural requirements
excluding the"High Velocity Hurricane Zone"(HVHZ).
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be.beyond wall dressing
or stucco.
3. When used in areas requiring wind borne debris protection this product complies with FBC Sections 1609.1.2&R301.2.1.2 and does
not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1906
and FBC Sections 1609.1.2.2&R301.2.1.2.1.
4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction.
5. Site conditions that deviate from the details of drawing FL-20468.3 require further engineering analysis by a licensed engineer or
registered architect.
6. Fiber-Classic&Smooth-Star Door and Sidelite panels require the use of"J"part numbers and must be.stained or painted withig s
months of.installation
7. See drawing FL-20468.3 for size and design pressure limitations.
Supporting Documents:
1,: Test Report No. Test.Standard Testing Laboratory, I
TEL 01460274 ASTM E1866-05, E1996-05 Testing Evaluation Lab„Inc.
ASTM E330702, E331-00
TEL 01460145 ASTM E1886-02, E1996-02 Testing Evaluation Lab.,Iii V Yjh P!
ASTM E330-02, E331-00 ^oI Gad
TEL 06-0831-1 AAMA/WDMA/C8A101/I.S.2/A440-05 Testing Evaluation Lab.,I .K. V tt�®
ASTM E1886-02, E1996-02 V �o
TEL 01461612 ASTM E1886-05, E1996-09 Testing Evaluation Lab.,lnc. .K.Wright
ASTM E330-02, E331-00
2. Miami Dade NOA Materials Testing
16-1117.01 Butacite°PVB Interiayer(Kuraray)
17-0712.05 Saflex®PVB Interlayer(Eastman Chemical Company)
3. Drawing No. Prepared by Signed.&Sealed by
No. FL-20468.3 RW Building-Consultants, Inc.(CA#9813) 111lillo®2es8.1s Lyndon F.Schmidt,P.E.
4. Calculations Prepared by ,%000 S.-I ! ��Aae Signed&Sealed by
0e
Anchoring, RW Building Consultants, Inc. (CA:#9813) ®®d°°' y.GEIVSs�•� �oLyndon F.Schmidt,P.E.
5. Quality Assurance.
Certificate of Participation issued by_National Accreditation and "',{r NO 43409 d
Management Institute,certifying that Therma Tru Corporation is w File cooly
manufacturing products within a quality assurance program that complies:-p
with ISO/IEC 17020 and Guide 53. �3� STATE OF Lyndon F:Schmidt,P.E.
0.(�'•. %� Q P•'`�oq FL.PE No.43409
I t 12/14/2017
Sheet 1 of-1 f0��d/0IN P`fG p4�
1111111111/I//
I�
THERMAITRU® iMAX
AMEWIDTH _DOORS ® ® -Fiber-Classic.&Smooth-Star. '� $COMPOSITE EDGE z 6OPAQUE FIBERGLASS DOUBLE DOOR "w/or wlout SIDELITESINSWING/OUTSW(NG
"IMPACr'GENERAL NOTES 1. Thus product has been evaluated and is In compliance with the 6lh Edition(2017) RAME WIDTH 1S F zW
Rodda Bul1ding Code)FBC)structural requirements erckrsfmg the*High Velocity 37S MAX.
Hurricane Zone(IIVHZ). FRAME WIDTH MAX FRAME WIDTHH y
2 Product anchors shay be as Ested and spaced as shown on tletarts.Anchor �lz
embedment to base materlai shall be beyond wall dressing or stucco.
3. When used In areas requiring wind bome debris protection this product complies with El ® ® El/,��
FBC Sections 1609.12 8 R301.2,1I and does not require an inpoct resistant covering.
This product meets missile level and includes Wind Zone 1 as defined in ASTM -< O O
E1996 and FBC Sectionon 1609 s .1.2.2.2 8 R3013.121. 0= O 0
A. Far 2r stud frorring construction,anchoring of these units shol be the some as that 6 i
N shovm far 2x buck masonry construction.
y �_ X X aaR
k 5. Site conditions that deviate from the detaBs of this drawing require further °D _
S3 engfneertng analysis by a Gcemed engineer orreghtered architect.
�
6. FiberClasslc 8 SmootMtar Door a Side panels require the use of part numbers
and must be stained or painted within sirs months of Installation. 00
Q e
TABLE OF CONTENTS L"/ j
SHEER DESC►IPRON
o 1 i of BevaBora,Des n Pressmen 8 Genera Floes m
2 DoorParrei Deta6 __
3 Slde§le Panel DefaBs a_ c
4 9ewticrs
5 acontal 6 V a Cross Sec ns 72 Bu J< DESIGN PRESSURE(PSI) DESIGN PRESSURE(PSI) n N—z
6 orironl &VeA¢o Cross Sectom ISB INSWING OUFSWING
7 of 6 a Goss Sec o M CONFIGURATION uia OB 02 16
POSITIVE NEGATTVE POSITIVE NEGATNE s
B iluci Al Goss Sections sc+++: N.T.S.
9 BtICtAr1a
Isame Anc XX.0)000 +50.0 -$0.0 +90•0 -50•0 eM rm JK
10
F 11 Hardware DelaBs ' LFS i
12 DetoSs See Sheet 4 for Hardware Speciticatfons p°'sr9q
13 1 Com s IL-20468.3
0
14 Bill of Materials y—r_y 14 o
EXTERIOR1.198 0.4D6* EXTERIOR 1.198' nm
o %
OS 1.198" 1.875- —0.5. 1.875 0,406'
ic
COMPO SITE
AP
I_umrubllt Pi
CAP III0
STILE xzo�
C ItMIOR LOCK BLOCK STILE COMPOSITE HINGE STILE INTERIOR LOCK BLOCK
MPOS'TE HINGE STILE (ENGINEERED WOOD) 112S LONG WOOD) (ENGINEERED WOOD)
ttt 568.
112-T LONG LVLj CAP (ENGINEERED WOOD)
CAP (ENGINEERED WOOD)
HORIZONTAL CROSS SECTION
2 HORIZONTAL CROSS SECTION
TOP RAIL
s (COMPOSITIVENGINEERED
WOOD)
36ff MAX 35.813'MAX 35.813"MAX.
DOOR DOOR DOOR
PANEL WIDTH PANELWIDTH PANEL WIDTH
F
lk.
FOAM CORE
JPOLYUREFHANE-
1.9 PCF KVN.) 12
I.............!'
•
o
2
V IE INTERIOR EXTERIOR INTERIOR EXTERIOR .ul
�: !E r. tq 11rn
g 0 tq
m
2 rd Ed O 9
. I FIBERGLASS SION
0 (0.073•THL)
BOTTOM RAIL
1.71, (COMP.)
VERTICAL CROSS SECTION
VERTICAL CROSS SECTION
08102116
N.T.S.
Lwro. JK
(W-,l PAIVEI 41 PANEL FL
DOOR PANEL —20468.3
f
R:10krts1Tiiem9 T:u PDUMNENfyI-PoA6i Pedrt AppovahW-ZIN01 WBDR T7 ft A fmpnQ-�mposRelC-DrawFg51FL 3M68I1917J-NRRENM-1M6B13.Ewp,3.3
7925 MAX PANG HEIGHT�-{
o bb ,
w�
O
0
m
a -
Z
0
4 0p
oA Q -�o
g
T
A
O y
II I 11
Z
�• No.A9408
IOI09(1B—
PROOUCf: DxumwN Pniwne 6Y• � ••., B90EOF :••
THERMA-TRU LynA F.wn„la1 �'� .!2oEeDA.•
FlBERGIASS DOOR P. 'rie.43 i
Iv p m 3 10 08 IB REV.DOOR PANEL OPTION NCTE MP.E. AOB
7A,A��IIIN'1ALZ `
1I IS 17 RECESSm PANEL NOTATION JK PARr OR ASSEMBLY: -I-MG CONSULTANIS,F1NG111111
IA NZ 10 1 7 I7 17 UPDATE TO 6th ED 2017 FBC JK $IDELITE PANEL DETAILS IWP.O.B9e MO.V9ld—.FL 33393
m NO DATE BY Phone No.:813.659.9197
REVISIONS FBPC CA ..gala
0 201 a R.W.Bu..e.no conou—rm in9.
,,,,11111rrrrr
° 4
5 6 7 7 � •.���'
a$ ZVj,;
VVVx aa`�
5o
6 O f
6 X 5 X X X 6 $dIa
7 s
F > �/�
4 IN 4 1 1 a
2 U3 -
6$ $ $ SEE HARDWARE CHAR $ $ $ $ SEEHARDWARECHART $ $ t
A g E2
F-M
z
pp 8
HARDWARETABiF . a e
rc
u
MANUfAC)UkER ` MODFL
F
KNOB: F51 a a
SCHLAGE DEADBOLT. B60 -
KWIKStT KNOB: SIGNANRE SERIES $ a
DEADBOLT: SIGNATURE SERIES(980) _
HOPPE MULTIPOINT:MPDGSB h -'
(THERMA-TRU) (3 pL Manual Shoolbolf) arse 08 02 16 °
SME N.T.S. 9
Fiber-Class)c/Smooth-Star Door Panel Opllans o.,~u F °
Products approved Include al embossed deem
and recessed panel doe LFS
clud a
€ SIrMar opaque panel confIgwalions are aDowed. FL-20468.3 °
Pants shown are for Dishosbn and are representafNe only. n°
g sr¢n�orb o
I
,quu npq�
I.ISMIN. Notes: •�: � i
FMB.(TYP.) 1.sidefite assem screws located 6"hom each end and 5 more screws
E equo4space between(7screws lotclperside)amb). �• � m
B E 2.Slde0te assemby screws located 3•from each end&at centedne
C B (3 screws along head jamb).
. •• 0.ISCSINK C L D '�,�� ....•
(IYPI o.ISCSWK
(T'P)
T SEE NOTE E
D d °. v 9ooa
d n�.
INTERIOR m
23 EXTERIOR 40 41 42 � y ,yo
a 24 5o D Z
1-1/4MIN. L 29 1 c
1-1/PMIN.
EMB. 40 41 42 EMe(�) EXTERIOR INTERIOR a o
1 HORIZONTAL CROSS SECTION /-3-'\VERTICAL CROSS SECTION &
5 Hawn w 2X Buc 2 HORIZONTAL CROSS SECTION
Outswsng shy(Inswing simflcrl 5 Sown w/ Buc 5 Shownw/2%Buck
Outswug shown(Inswing sknW Outswing shown(Inswing sirn0a) i
1 F
O.IS C-SINK�-( D o �
PYP)
Y E oo^
k sR
SEE NOTE 1 25 ° '• - �i
6 Z 20 aa;
c spa o
T 25 "o
S L 23 SEE NOTE2 i u°
50 -
24 25 11 40 41 42 40 41 42 2T 40 41 42 50 _ wm 06 02 16
29 ,n �18 N.r.s.
EXTERIOR INTERIOR o o�n er° JK F.
5 HORIZONTAL CROSS SECTION 6 HORIZONTAL CROSS SECTION as m LF5 a
5 wiswing shown lutswEg sHar y wnwng shown(Rn g sysma0 4 VERTICAL CROSS SECTION °R"M10 N0i m
5 Shown w/2X Buck FL-20466.3 H Outswing shown(Insving sBsdcr) sx¢s 5 cr� G
0
a
,,11111111,,,,
Nolen: -•.• 0
T.Sldelite assembly screws located 61 from `�•.
each end and 5 more screws equally spaced
between(7 screws total per side lamb).
2 Sidette assembly screws located T from each ��• 1�Q Y�'o
end 8 at cenleNne 13 screws along head Jamb). E
``` id`mi
A C $r SSoU
E A C E r male
40 41 42 `i
7 1
U
1 J EXTERIOR INTERIOR
QQ x
d 50
�1 VERTICAL CROSS SECTION
INTEIt1OR 6 Shown w/1X subkuck �w
Oulswiing shown Pmwing simian) �g rcjrc rose^
23 24 P1RH1 25 E
q SEE NOTE 1 e z z
LLz
k 1•1/4 MN. 29 40 41 42 1 A <�
EMB.(TYP.) o o`V z
1-1/4'MPI. d�a o
EMe.ITYP.) A C -
1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION _ a s m
nd shown g,1xShown su�u•• d Stawnw/1X su u s
g OutsvAng shown llnswing slmBarJ OutsvMg shown(Inswing sBMarl NOTE
VVCjjf .
3fi SEE NOTEY
1 oa
EXTERIOR INTERIOR
z
ani 08102116 °
4 VERTICAL CROSS SECTION N.T.S.
d Shown w/Ix=-bud ova ee JK
Outswing shown(,,=w g sim WI 'm
sssc an lF5
oxswxo xo.:- a
Fl.-20468.3 p°n
son��1ti
a
tttt 111))Illy/
Qom••••,..... .. /i
E M� E &OR
�. J? um] h9N. ��I IlmlC C1 C 1 gk 8540 41 42 P SO D40 41 4225
SEE NOTE2MMORNHt10R -10 %�f RICO IMERIOR 88 3a
i
F 3 VERTICAL CROSS SECTION
7 Ell.
to M 5 VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION
li Oulswing only w/4-9/I jamb 7 Shown D'vact to MasoroT 7 Stpvm Direct to MasarvYo
Dw lle Docr Orly(N/A w/StdeGles) OutsvMg any w/6-9/16 Jamb OuMiclg ordyw/6-9/16 jamb
Notes: g �=
1.Sideme assern*screws located 6'from each end plus 5 more CLs7 t.
equaM spaced between 17 sc—s total per side iamb).
6 2.SIdeNe assemdyscrews located 7'from each end a at centesGne
"V (3screws along heodjamb). a =�
N
i— e
1 CY 40 41 42o
IMEMOR a i^. d SO �
t-i/4ruM M Ng
EMB.GYP.) =
E E7iTE160R E _
DUR10R F]QERoll 2S u E n ry—_
N.
EMB.MI(ttP.J SEE NOTE �1.1/4'MIN. -so 6 0116
_
FMB. EMB.(TYP• N.T.S.
F 1 HORIZONTAL CROSS SECTION 4 HORIZONTAL CROSS SECTION r2 \HORIIONTAL CROSS SECl10N Men JK
7 Shown DYecf to Maw 7 Shown Direct to MmoIRT 7 shown Direct to MasoreY aRc a, LFS 3
Outswing any w/49/16 jamb Outswingonyw/6-9/16'jamb Outswing onyw/6.9/16 pmb �� a
Double Door Ony(N/Aw/1ldeGiesJ FL-20466.3 o
s�ZrY 14 0
a
4
`1111f11117s1-
`♦ �i
Notes: .(•"
I.SM Item is17.18.32.3635,36,37.38 L 39 are attached to lambs w/(3(B8X 2-11T pfhs ews at each end. C:'
Sa Item Its 16L 33 are attached folambsw/(2)d8X2-1/7pfhscne at each and. __-
�� � m
S®Item p151s attached folambs u@fdng(2(810 X 2'pph SNS at each end. _V * , y'•,�
2.Sldefee assembly screws located 3'from each end L at cenlerWhe(3 screws along s0).
INTERIOR EXTERIOR INTERIOR EXTERIOR ''''T
u1m�
EXTERIOR INTERIOR 3 P 9 40 $41 42 40 41 42 E2 F W
8 7 16 17 18 "ER 9
40 41 42
38 39 32 33 34 35 36 37 E=
SEE NOTE t
SEE NOTE 1 ?a
SEE NOTE 1 E E E
• n.V I=_8
gg Pj
n n z 00
y m 1 VERTICAL CROSS SECTION L 2 VERTICAL CROSS SECTION 3 VERTICAL CROSS SECTION 3
g Inswing sog Inswing Sit B Ouhwehg Sll o.
INTERIOR EXTERIOR i
N zoo
y SEE NOTE 50 EXTERIOR INTERIOR aaN
t EXTERIOR INTERIOR a EItn
40 41 42 77 75 32 33 34 35 36 37 39 SEE NOTE 2 25 50
16 17 18 dd N
3 10 �ae
BBQ a
9 15 76
@g E p
E
SEE NOTE - •,nr;'• '•xfa,,:: rcrcg z
o•• n•. - oaa 08,A02116
JK
4 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION
g Public Access SN =� g Inswkhg SS g Outswing Sm FL-20468.3 n
s¢s>• L orb
a
RlolentslTllmm rm FeAwwEmU•R9ue woaue�Pao�eMrL-muse xmRTr Fe ss unwa-mmv�u-aanelasvL xase Ral>)-amaEmyL-m+ea.raanv.v� ,e
�o- v
I I�
19'MAIL
O.C.1ITP.) fir.) 1
N o
k —�
CIDpqc
n
01
on
0
c�
0
o 2�
� 9
� 3
En
``111p111rpyrrA
IYMAX I I 4 --{ � t No.&um
O.C.�IYP.�-------III��� --••-111 �'� ��o
yq 1aroPnec s ` _
44 qi S: PRODUCE: oacum«n.PrgwrW o7: QDBEDp
THERMA—TRU L-.-. F.SchmlCt
REV.DOOR
RPPANE NOTATIONN� FlBERG(ASS DOOR P.E No.43109 i77j� A`l, `
C PARE OR ASSEMBLY: LD BUi DING CONSULTANM,LU�
m to x VI 1 7 I7 17 UPD97E TO 6N ED 2017 FBC JK ✓L P.O.BOR 330,Valrleo,1 33393
NO DATE BY RUCK ANCHORING Phone No.:813,659.9197
R 110 FEPE CA N9.9813
3016 R.w.BYI�OINO CON9uLT,1NTe Iwo.
f
R:IakR Tt—TU PMMANEMrA-Rw10e PmEi:¢App-a6lFL- 9DI1Tf FCRUnoa¢-C TQp lC-DrawYgsIRZ IA -E01661-3XM 103
O
Q
z o
<o
I I I I
c 1
----------------
,r
T 10 �n
m
_ 05
_
Z
I I I
1 I I
y
N
—I I I I I I `���1F SCN�jQ lill
14'MAX.�� �� /' ��� V• [Mgt:'•�'
Q tow/te: •�.�
D 9 cy PRODUCT: owur�.nr Rroor�sY• •t Q017EOF
R f THERMA—TRIJ UYnC F.Sehml¢E ��A_.�•ORIW„'.jy
a FIBERGLASS ODOR P.E.N..4,I
m y b 2 �O OS REV.DOOR PANEL OPTION NOTE
RECESSED PANEL NOTATION K PART OR ASSEMBLY: GDEM1IIIDINO CONSULT 7ANf5,1IA`tttt``
Do x!o 1 7 17 17 UPDATE TO 5th ED T20i7 F13C JK FRgME ANCHORING TI�1 PA.Box 230•WWI—FL 3 95
4 m NO DATE Phone Ne.:813.659.9197
REVISIONSMPE CA No.9813
\\11111111////
28 & %Ni'S �L P ;;Y
� 25 �o �o :Ir'• •;'�� �v
SEE H94GE _ _ ���'•. _.'' 'n
DETAIL .
LI 1\ z 'm=6
C;LATCH L DFADBOLT DETAIL oo LATCH A DEADBOLTDETAILmidC
SCNoge/Kwtlaet $ -o D n
$ _ i_
11,,,, e
N gRECT TO b sY 0 /^ M DIRECT TO 1d
MASONRY 3 lC Q P+ MASONRY
a G I%BUCK I ? G 1%BUCK
25 2%BUCK 80 Sff1ATCN 25 2xBucK
tl SffUiCll IDBOLTL S o
I DPADBDLT N DEEADW O80 J
DETAIL
DETAIL 1 &I
Coosrat Ashagal state Plate®Head DETAIL 1
Mulfipolnl LockShOle Plate 0 Hood
ASTRAGAL HINGE LAME ASTRAGAL
Latch and Deadbolt MulBpdnt Lock
q z�
k i8 2
B1 L 2X BUCK N u
80 DETAIL] G 29 G IX BUCK G DETAILhwft
79
Cwftl"Gol Strike Plate®SalM gRECTTO Innv4g "q@a
MASONRY MLMpdnt IockStnte Plate®SD _
1/2'OHOfE 24 W E
23
nn
_o 6
on
HINGE DETAIL u 08102116
DETAIL DETAIL] )y .v, N.T.S.p8oi�*�TAkIL�2G G Ou g oa R JK
Wh vQ Multlpdnt Lock Stoke Pkste G SB
Coastal Ashogol 5trite Plate G SM Astlagd Boll Hole G 51 o.uoz LF3 c
MULTIPOINT LOCK STRIKE DETAILS FL-20468.3
LATCH d DEADBOLTSTRIKE DETAILS
su¢T_]_L or 1¢ "
a
ti
EXTERIOR Z
z
CELLULAR 11T GLASS BfFE A
GLA7JNG TAPE
1"THK.GLASS
I/IrTEMPEREDGLASS q
lll I gi
1/2'AIR SPACE
513T ANNEALED GLASS
INSERT
DOW v INTERNALGRIII (GBGj WROUGHT 11 ON INS d
95 0.09(r PVB INTERLAYER
OR (SAFLEX OR KURARAY BUTAMEJ u:
SIKA 552 I/6ANNEALED GLASS FFz
#10 x I-1/T PPM SIAS 3A SWIGGLEGLAVNG SPACER
INTERIOR
N 4T-EF Bo-
THK GLASS
PPN
SWIGGLE G.,
N G1 GLAZING DETAIL PEE
PRIVACY INSERT DECORATIVE INSERT
20.8T D.L 0
WIDTH' 1"LAMINATED INSULATED IMPACT GLASS INSERT OPTIONS
0—
Ed
--T
#10XI-1rrPPHSMS
pp.]
�LUMMIM F
P 1-0
uZb�Uto FmmO 02 16
Door pah, jim "CC sauc
N.T.S.
ALUMINUM LITE FRAME ow¢en JK
LFS rc
or
FL-20468.3
sloxr-M or 1¢
r
7,59' 7 I
S �N•;j * 6 .0=gym
L �—z36•--� I nTt �
73
m� Ey;m'i
INSWING THRESHOLD '�
INSWING THRESHOLD 37 WOOD JAMB
32 ImvMp Bask ComposRe Adjustable Sm 7-I? Iruw+rre ew�c Med 7-I?sa .� \ � Es$� i m�o
m 4S6' S83�J' —{ V LL• �`a�
456 � I z
e
gINSWIN posi
G THRESHOLD � INSWING iHRESHOLDustable 16 OUfSWING iHRESNOID
� Y
Bsswl Bask Ft<ed 50 4ssrNig Cwnle Adj SR CompasileSll i z
m �
s 5 77' 4 4.W
E O
s ». ,.,
� INSWING iHRESHOLD
91'�t
WwinO Mode ate CTmate SD I_3ff INSWING iHRESNOID r I
39 MvusO Bask Cdnposiie Adjustable SR OUTSWING THRESHOLD {"
c 17 Carnposite/AWmMum
U on
yL2 5.75 h 6•� RUSH BOLT �4---OD63'!S o r y
3 FLUSH BOLT i u S
RETAINER
L •.,,an.s - trr ,<: ��" — ��--0.126' `$'8
INSWING THRESHOLD � 'OUTSWING iNRESHOLD ��is
lmWsg Mod to CGmal.SL COASTAL ALUMINUM ASTRAGAL
15 PUSUC ACCESS THRESHOLD 18 C p�s�AlurNnum se 20 m m� EEi
2.13'---{ 6
IH � wic hD2
Fes-- �i� F- ----I I �_ N.T.S.
DB T 6
F INSWING THRESHOLD 1.79- 1.92 c � •I eo JH
36 w•Maeea,kwced5a/a•sm LFS. a
o � SIDEIIfE SPACER °P's�N0'
8 SWEEP 9 SWEEP o. 10 SWEEP 75 SlasDdE�SPACER 76 Sa1DdE SPACER n� FL_20468.3 n
Moderate CMsate IMeshald ssun 14 0
a
L
aunNuny
BILL OF MATERIALS BILL OF MATERIALS Q1�p�' �,11yY.
REM I DESCRIPTION MATERIAL REM 9 DESCRITON MATERIAL z_:' •&
A 1X BUCK(SG>=0.42) WOOD 25 #8x2-1/7'PFH WOOD SCREW STEEL �'• go
B 2X BUCK(SG>=0.42) WOOD 26 #Bx5/8"PFH WOOD SCREW STEEL �3:, �•-�"
C 1/4"MAX.SHIM SPACE 27 LATCH STRIKE PLATE STEEL '•... -. ' m
D I/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE STEEL
�i :�
E MASONRY-3.000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 29 4'X 4"HINGE STEEL Jyy 111mL i d m z6
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 32 INSWING THRESHOLD ALUM/COMP
F #10 X 2"PFH WOOD SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP 9 i u
G 3/16"X 3-1/4'PFH ITW CONCRETE SCREW STEEL 34 INSWING THRESHOLD ALUM/COMP 9 a g
I 1/4"X 1 3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 35 INSWING THRESHOLD ALUM/COMP .
J 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 36 INSWING THRESHOLD ALUM/COMP a
L #10 X 2-1/Z'PFH WOOD SCREW(1.15-MIN.EMBEDMENT) STEEL 37 INSWING THRESHOLD ALUM/COMP
M 3/16"X 2-1/4"PFH ITW CONCRETE SCREW STEEL 38 INSWING THRESHOLD ALUM/COMP
N 3/16'X 2,3/4"PFH ITW CONCRETE SCREW STEEL 39 INSWING THRESHOLD ALUM/COMP
P 1/4"X 2-3/4"PFH ELCO CONCRETE SCREW STEEL 40 DOOR PANEL(BOOK)
g 1 JAMB(FINGER JOINT PINE) WOOD 41 DOOR PANEL(HYBRID)
6 WEATHERSTRIP(MEDIUM REACH) FOAM 42 DOOR PANEL(UI) �
7 WEATHERSTRIP(LONG REACH) FOAM 50 SIDELTIE
8 SWEEP VINYL 75 SIDELITE SPACER(INSWING) PVC
9 SWEEP(USE w/MODERATE CLIMATE THRESHOLD) VINYL 76 SIDELITE SPACER(OUTSWING) PVC
10 SWEEP(USE wit PUBLIC ACCESS THRESHOLD) VINYL 77 SIDEUTE SPACER(INSWING)-MODERATE CLIMATE SILL PVC of
I I #10 X 1-3/4"PFH WOOD SCREW STEEL 78 MULTIPOINT LOCK STRIKE PLATE®HEAD STETS
15 PUBLIC ACCESS THRESHOLD ALUM 79 MULTIPOINT LOCK STRIKE PLATE®SILL STEEL
16 OUTSWING THRESHOLD ALUM/COMP 80 COASTAL ASTRAGAL STRIKE PLATE STEELI N
17 OUTSWING THRESHOLD ALUM/COMP
18 OUTSWING THRESHOLD ALUM/COMP
20 COASTAL ALUMINUM ASTRAGAL ALUM
k 23 #10 x 3/4'PFH WOOD SCREW STEEL o o y
24 #10 x I"PFH WOOD SCREW STEEL CONCRETE ANCHOR NOTES: Gl B o
1.Concrefe anchorlocolions at the comers maybe adjusted fo mointoln the min. a _
edge distance fo morfarlaints. a
2.Concrete anchor locations noted as MAIL ON CENTER'must be adjusted—
maintain the min.edge distance to modarjoinls,additional concrete anchors yyJJ
may be required to ensure the MAX ON CENTER'dimension we not exceeded. Cf g
3 Concrete anchor fable: n i
ANCHOR ANCHOR MIN —CLEARANCE-MIN CLEARANCE: m C
TO MASONRY TQ ADJACEM;: C
TYPE SIZE EMBEDMENT .. ==a
ANCHOR o
ITW
TAPCON z u
ELCO 1/4' 1.1/4' 1' 4' ouE�.OB 02 16
DLTRACON� sMa N.T.S. 9
P
TAPCCON 3/16, 1.1/4" AS SHOWN 1.1/7 asa.ert JK
m
aoc er. LFS ;
WOOD SCREW INSTALLATION SCREW INSTALLATON NOTES oaavixo xo, ¢
1.Maintain a minimum S/B'edge distance,fend dlsfance,a to o.c.spacing of FL-20468.3
wood screws to prevent the splitting of wood.
sxssr J4 rF� o
a