HomeMy WebLinkAboutProduct Approval R R W Building Consultants, Inc.
WB Consulting and Engineering Services for the Building Industry NOV 2 8 `017
1� C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Certificate of Authorization No.9813 pER1,,1f ITTING
St. Lucie County, FL
Product Evaluation Report Report No.: FL-20468.1
October
Product Sub Category Manufacturer Product Name
Category
Therma Tru Corporation Fiber-Classic and Smooth-Star
Exterior Swinging 118 Industrial Drive Composite Edge Opaque Fiberglass Single Door
Doors Exterior Door
Assemblies Edgerton,OH 43517 InswinglOutswing
Phone 419.298.1740 "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.61 G20-3, Method 1 D 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 5th Edition(2014)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 Section 1609.1.2 of the FBC and does not
require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996 and
Section 1609.1.2.2 of the FBC.
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-20468.1 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 within six
months of installation
7. See drawing FL-20468.1 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
ETC 01-741-10700.0 TAS 202-94 ETC Laboratories Wendell W. Haney, P.E.
ETC 01-741-10702.0 TAS 202-94 ETC Laboratories Wendell W. Haney, P.E.
TEL 01461612 ASTM E1886-05/1996-09&ASTM E330-02 Testing Evaluation Lab.,lnc. V.K.Wright
2. Drawing No. Prepared by Signed&Sealed by
No. FL-20468.1 RW Building Consultants, Inc. (CA#9813) Lyndon F. Schmidt, P.E.
3. Calculations Prepared by Signed&Sealed by
Anchoring RW Building Consultants, Inc. (CA#9813) `met�eate�t Lyndon F.Schmidt, P.E.
uality
surance
4 Certificate a esof Participation issued b National Accreditation and ♦'®♦`t®� � r�`'... �
P Y as V'"•i �g'',•. fr
Management Institute, certifying that Therma Tru Corporation is `'► .•'� ' ®�
manufacturing products within a quality assurance program that complies o No x'3409
with ISO/IEC 17020 and Guide 53.
STATE OF
4
R kC'r ♦♦
0N A,X,� ♦♦♦ ` Lyndon F.Schmidt,P.E.
FL PE No.43409
10/20/2016
Sheet 1 of 1
Florida Building Code Online Page 1 of 4
RegulationBusiness & Professional
BCIS Home Log In ' User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search
dpr �Florida A
Product Approval
USER:Public User
Product Approval Menu>Product or Application Search>A li t plica all
FL# FL20468-RO
Application Type New NOV 2 8 '2017
Code Version 2014
Application Status Approved PERMITTING
St. Lucie County, FL
Comments
Archived
Product Manufacturer Therma-Tru Corporation
Address/Phone/Email 118 Industrial Drive
Edgerton,OH 43517
(419)298-1740
rickw@rwbldgconsultants.com
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lyndon F. Schmidt,P.E.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Ryan 1. King, P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL20468 RO CO1 CERTIFICATE OF INDEPENDENCE xx.odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W D MA/CSA 101/I.S.2/A440 2005
ASTM E1886 2005
ASTM E1886 2002
ASTM E1996 2009
ASTM E1996 2006
ASTM E1996 2002
ASTM E1996 2005
ASTM E330 2002
TAS 202 1994
Equivalence of Product Standards
Certified By
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJvPD... 11/28/2017
Florida Building Code Online Page 2 of 4
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 05/13/2016
Date Validated 10/20/2016
Date Pending FBC Approval 10/21/2016
Date Approved 12/14/2016
Date Revised 07/12/2017
Summary of Products
FL 11 Model,Number or Name Description
20468.1 a.Therma-Tru Fiber-Classic and Nominal 68"Impact"Opaque Composite Edge Fiberglass
Smooth-Star Single Door(Inswing/Outswing; X configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL20468 RO II INST 20468.1.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 20468.1 for Design Pressure Ratings,any 1`1_20468 RO AE EVAL20468.1.1)d
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars. (For Fiber-Classic and Smooth-Star
doors, this product approval requires the use of"]"part
numbers for these doors,which have been stained or
painted within six months of installation.)
20468.2 b.Therma-Tru Fiber-Classic and Nominal 6'8"Impact"Opaque Composite Edge Fiberglass
Smooth-Star Single Door with Sidelite(s)(Inswing/Outswing;XO,OX or
OXO configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL20468 RO II INST 20468.2.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 20468.2 for Design Pressure Ratings,any FL20468 RO AE EVAL 20468.2.odf
additional use limitations,installation instructions and Created by Independent Third Party: Yes
product particulars. (For Fiber-Classic and Smooth-Star
doors,this product approval requires the use of"]"part
numbers for these doors,which have been stained or
painted within six months of installation.)
20468.3 c.Therma-Tru Fiber-Classic and Nominal 6'8"Impact"Opaque Composite Edge Fiberglass
Smooth-Star Double Door with or without Sidelites(Inswing/Outswing; XX
or OXXO configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL20468 RO II INST 20468.3.Ddf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 20468.3 for Design Pressure Ratings,any FL20468 RO AE EVAL 20468.3.1)df
additional use limitations,installation instructions and Created by Independent Third Party: Yes
product particulars. (For Fiber-Classic and Smooth-Star
doors,this product approval requires the use of"J"part
numbers for these doors,which have been stained or
painted within six months of installation.)
20468.4 d.Therma-Tru Fiber-Classic and Nominal 8'0"Impact"Opaque Composite Edge Fiberglass
Smooth-Star Single Door(Inswing/Outswing; X configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL20468 RO II INST 20468.4.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 20468.4 for Design Pressure Ratings,any FL20468 RO AE EVAL 20468.4.pdf
additional use limitations,installation instructions and Created by Independent Third Party: Yes
product particulars. (For Fiber-Classic and Smooth-Star
doors,this product approval requires the use of'7"part
numbers for these doors,which have been stained or
painted within six months of installation.)
20468.5
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJvPD... 11/28/2017
THERMAITRU® _
:U.
N.,
DOORS z �:o�
Fiber-Classic. & Smooth-Stara - 1 11� �,•� N
ohbZ
U N•:
\ o S =a\v
9 �"U` m
COMPOSITE EDGE �~ L W
37.75"MAX OA ° m a a
FRAME WIDTH a 4 .
OPAQUE FIBERGLASS SINGLE DOOR � �?
W
A �a
$ INSWING/OUTSWING y
'IMPACT"
ry Q OJ
$ GENERAL NOTES T <Z y m
1. This product has been evaluated and is in compliance with the 5Th Edition(2014(Florida d O w
W W
Building Code(FBC(structural requirements excluding the'liigh Velocity Hurricane Zone" O' O R wtE
8 (HVHZ). a
v :E fn� O o a�
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment _, N= X o w
g to base material shall be beyond wall dressing or stucco. °D f a a a
LL F5
3. When used in areas requiring wind bonne debris protection,this product complies with r
m
Section 1609.1.2 of the FBC and does not require on impact resistant covering.This
E product meets missile level'1Y and includes Wind Zone 4 as defined in ASTM E 1996 and
Section 1609.1.2.2 of the FBC.
u
k 4. For 2x stud framing construction,anchoring of these units shall be the some as that shown
o for 2(buck masonry construction. z
3 0
5. Site conditions that deviate from the details of this drawing require further engineering
analysis by a licensed engineer or registered architect. n
Of
6. FiberLkusic&Smooth-Star Door and Sidelite panels require the use of"J'part numbers
2 and must be stained or painted within six months of installation.
u
8 TABLE OF CONTEMS z-
0
h
SHEETfI DESCRIPTION z
v' i Typical Elevations,Design Pressures&General Notes ~
5
2 Door Panel Details 'a
DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSF)3 Elevations z
4 Horizontal&Vertical Cross Sections(2X Buck( CONFIGURATION INSWING OUTSWING z U
Z 5 liarizontal&Vertical=Secfxms(1Xwal POSITIVE NEGATIVE POSITIVE NEGATIVE o�rE 08 02/16 _°z
6 Horizontal&Vertical Goss Secfans(DPeci to Masonry)
z 7 a] ass � N.T.S.
(mresholdsl x +67.0 -67.0 +67.0 67.0
B Buck&Frame Anchoring owc.BY: JK m
9 Hardware DetailsSee Sheet 3 for Hardware Specifications aa.BY: LFS
E 10 Components
oruwxlc NO, �
11 Bill of Materials FL-20468.1 a
SHca_L or 11
u
c
ii
111qunu,,,�
EXTERIOR EXTERKNt
1.198' 157'
1.198" r-1.875'-�-I �O.S' 1.198" �1.8757'-�{ �0.406" '2::� � ��•:.�� .n
�N•:7 zQ;:Q �rn
COMPOSITE
�d z
/ CAP ^ COMPOSITE
I SA CAP ��F 111111// N "�
V
�' V N O Or, Z
\ ..
COMPOSITE INTERIOR LOCK BLOCK STILE COMPOSITE HINGE STILE INTERIOR LOCK BLOCK SnLE \ ` E = o Z
HINGE STILE I2S LONG LVL (ENGINEERED WOOD) (12.5"LONG WOOD) (ENGINEERED WOOD) \\VI o E 0 9 m o
( ) CAP (ENGINEERED WOOD ° o a
CAP (ENGINEERED WOOD) 1 \ n a r
w m aa�
1 HORIZONTAL CROSS SECTION �2�HORIZONTAL CROSS SECTION E u Z
�W
jTa
8
J
� a
TOP RAIL �$ p
(COMPODGINEERED � J W
„ ) m
36.0"MAX. 35.813"MAX. 35.813"MAX.
oL DOOR DOOR DOOR I Go o
PANEL WIDTH PANEL WIDTH PANEL WIDTH ( a p
33 4
FR 2 2 2 mo - c a a
S
1 FOAM CORE m
(POLYURETHANE-
LL 2
Elul
Z ® ® 2 ® ® 1.9 PCF MIN.)
� D �
INTERIOR EXTERIOR INTERIOR EXTERIOR
n Z
W Z W
Q �
a 1
FIB
ERGLASS SKIN" m
' O O O (0.073"THK.) o
X o r o X o T o X o �
L
`o BOTTOM RAIL I I r i
a o^ 1.71" (COMP.) 1.71" ^I e
s l VERTICAL CROSS SECTION VERTICAL CROSS SECTION Z
2 2 OATE 08102176 =
saw: N.T.S.
owc.er: JK m
D D D CHK.er: LFS
DRAMND ND.:
DOOR PANEL DOOR PANEL DOOR PANEL FL-20468.1 0
40 BOOK 41 Hybrid Door 4Z UI Door sHm 2 OF_LLci
V
`��11nuu�rrr
, =
1 1 z rcr:p J n
4 S 6 6 %� '•. 5.� �mn
film
n z
Z
eW
L O D m C W
'C P VIS Jp
Oa
a h 7 L m
•+ \ ♦ M a d o
y LL
0
o oZ
v
vi
HARDWARETABIf a
8
2 2 2 5 MANUFACTURER MODEL
4 5 6 6 3 r3 3 6 KNOB: FS1
4 5 6 6 SCHLAGE DEADBOLT: B60 0
KNOB: SIGNATURE SERIES
KWIKSET DEADBOLT: SIGNATURE SERIES(980) 5 m
SEE HARDWARE HOPPE
S MULTIPOINT:MPDGART �-m
CHART (THERMA-TRU) (3 pt.Manual Tongue) ,� a
U O K
i
� O
E a a
E
0
Y
M
E
1 2 3 4
t \ 7 7
ffi Ln
3 Z
0
S �
0
a
z
llza
v'
W 2
Q �
z
O a
Z a
ZDATE:08/02/16 i
EH SCALE: N.T.S. a
DwG.BY: JK Im
CHK.Br: LFS 3
E fiber-Classic/Smooth-Star Door Panel Options owawG Ho.:
Panel options shown are for illustration and are representative only
(similar opaque panel configurations are allowed FL-20468.1 n
SHEET_3 OF 11
v
lllll 111 11 l//��
o
=U:u�7 0 * � a'
v z !A AV:,0 n
' z v
c '''''��ff l f l 1111�I�`♦♦♦ tin •o a
g _ ii Z000
Z m' UN•;
o
N O C W
L a
a �
+ mdiL
5 0z
0
C41
40 41 42 8 34
6
U
EXTERIOR INTERIOR ��� wN
1�o
Ad H
1.I S MIN. (n
1 VERTICAL CROSS SECTION EMS.I .1 W W
4 Shown w/2X Buck E
similar) F < cN
BC B �I a =C
rc
U
S •° L C n• &a a
�0.1SC-SINK O.ISCSRJK L
u 1
k ^ ,
3 L1 6 D z
zn6
INTERIOR INTERIOR
nw0
Q �
° EXTERIOR
EXTERIOR
u
24 I ' � 40 41 42 40 41 42 27 z o
z
1-1/4 MIN I ' L 29 1:::� 1-1/4"MIN. °^TE08102116 z
EMB.(1YP-)tT---��i 1 EMB.(TYP.) scut: N.T.S. 01
DING.BY: ,1K m
2 HORIZONTAL CROSS SECTION r31 HORIZONTAL CROSS SECTION CNK.BY: LFS 3
4 Shown w/2X Buck 4 Shown w uck DRAVMG NO.; of
Outswing shown(Inswing similar) Outswing shown(Inswing similar) c
FL-20468.1 c
sw[n 4 - 11 n
v 0
R:\Clients\Therma Tru PERMANENf\A-Florida Product Approvals\FL-20468 WSDR TT FC SS Impact-Composite\C-Drawings\FL 20468(2014)\FL-20468.1-3.dwg,5.1
3=
Z �
v
T
n
a• a
a
D
0-
00
N
mf O
0 X
_g n
C
.n-
sn a
3 A, � c
`O
Z N
A C a
gS
en
700 N O
O
70 s+s
gN�
mf
n
17
o.
0 O z
2 .
m v
A_
O
,v
n
O r�
O
A
N W
N
P
Co S
. 30
N
F 00
n
—Cr n
�Cr70
(p N
N
3 T
Z c ° • `
m
Z
//0-f l * =
fv x Y PRODUCT: Doeumants Prap°red By: STATE OF `
THERMA-TRU Lyndon F. Schmidt ' AZORIOP,.-••�
3 x i�
IU N ) FIBERGLASS DOOR P.E. No. 43409 ��ss ONAL
4 r L i N PART OR ASSEMBLY: CD BUILDING CONSULTANTS, fGL.tit\\
I� m '� 7% to P.O. Box 230, Votrico, FL 33595
rn NO DATE HORIZONTAL & VERTICAL Phone No.: 8t 3.859.9197
REVISIONS CROSS SECTIONS (1X BUCK) FBPE C.A. No. 9813
0 201 6 R.W.BUILOINO CONN—AN"INC.
`1111111111////
E i S E 1 5" fir; z :O- a
MAX. MAX.
1 C 1 `� 0R z
C v a nii
Eo zm° a
40 41 42 y"~1 sora
'd 40 41 42
0 oz
°c LJ (�
IT
EXTERIOR
EXTERIOR HTERIOR 3'd
INTERIOR
\ice
i•
2
1 VEIMCAL CROSS SECTION 4 VERTICAL CROSS SECTION o
6 Shown Direct to MaFq 6 Shown Direct to MawrxY o o
Outswing only w/49/16 jamb Outsw ng only w/6-9/16'jamb 1-
DIRECT TO MASONRY MAX.DESIGN PRESSURE:
w/STANDARD STRIKE_±55 PSf
w/SECURITY STRIKE= ±65 PSf =wN C3
N
m O SF
E N
C 1 1 C Tn C 1 1 C m
E y�
LL Ev INTERIOR
C
a 40 41 42 Z
p
m INTERIOR D
1.
N 40 41 42 1 N n
MLE
EMB.(M-) 1-1/4 MIN. n
EMB.(TYP.) F <
g a
LL E
EXTERIOR E ° 3
E tF t/a"MIN. EXTERIOR I I E Z 0
M _4 1-1/4-MIN.ff��--�II-- / wrE 08/02/16 =
a EMB.(T1P.) sc. . N.T.S. °
W 5 HORIZONTAL CROSS SECTION6 HORIZONTAL CROSS SECTION D,,,G.sy: JK
F 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 6 Shown Direct to Mas 6 Shown Direct to MasonrX cm.er: I.FS
6 Shown Direct to Masonry 6 Shown DKect to MasonrX Outswing only w/6-9/jamb Outswing only w/6-9/16 jamb oRnwwc w.:
€ Outswing only w/49/16 jamb Outswing only w/4-9/16 jamb FL-20468.1
0
sKET 6 OF 11 a
V
C
11111111111!///
Notes: .``� _ jo
1.Shc Item#'s 17,18.32.34,35,36,37,38&39 are attached to jambs w/(3)#8X 2-1/2"pfh screws at each end.
Sill Item#'s 16&33 are attached to jambs w/(2)#8 X 2-1/T pfh screws at each end. X
ATtZ
Sill Item#15 isattached to jambs utiGang(4)#10X 1-1/7 pph screws at each end. _U * 0- —j-
53 n
ro
z° �Nc:Q� n
INTERIOR EXTERIOR INTERIOR EXTERIOR / 111111 11 z o m o
on``t to U N ••Z
01
V O
.
Z
\ P o Em iti
40 41 42 8 40 41 42 9 \, a n o o a
6 a
ch
32 38 39 33 34 35 36 37 E o
SEE NOTE 1 E SEE NOTE 1
0
$ Cr
n • > ° ° ° ° ° ° ° -� UC
W(,• w t=fn
U 4 Q W
En 1 VERTICAL CROSS SECTION '00 1
7 Inswing STI 2 VERTICAL CROSS SECTION a
�7 J Inswing Sill }
t;
M
E
E
AA
EXTERIOR INTERIOR EXTERIOR INTERIOR
40 41 42 7 16 17 18 40 41 42 z
g 10
LL 15 �
SEE NOTE 1 E E
SEE NOTE 1
n
n
a
Z,
w i
_o
o a
o
Z une 08/02/16 i
z
smEt N.T.S.
())VERTICAL CROSS SECTIONOutswin S,11
�4�VERTICAL CROSS SECTION owc.er: JK
g 7 Public Access Sill a«.BY: LFS 3
EDPAWNG NO, a
FL-20468.1toe
0
sH[t� 7 or 11 �
V
IkWients\Therma Tru PERMANENT\A-Florida Product Approvals\FL-20468 W8DR TT FC SS Impact-Composite\C-Drawings\FL 20468(2014)\FL-20468.1-3.dwg,&1
-o 0
A w
c
C)
i
N
C �
f7 O
D T
'z
16"MAX. 4"(TYP.)
O.C.(TYP.)
x
IOC
x V
D n
T =
Z
13"MAX. N,(TYP.)
O.C.(TYP.)
A W
a
m
n z r_ e-
2 o X
1^ Old c c
o Z
�a
70
O C(TYP.) co
6"(TYP.)
ac
N N
\\\t111111f/ff
0.43409
g ,
PRODUCT: Document. Proporod 9r: p• STATE OF
(n THERMA—TRU Lyndon F. Schmidt ••,;�G0R1p1�•:G, .`
m N FIBERGLASS DOOR P.E. No. 43409 �i S�0 •• "�J`
MALI\G\�\�
PART OR ASSEMBLY: LD�/��BUILDING CONSULTANTS,
I� N BUCK k FRAME ANCHORING J�,�/y P.O. Box 230, Valrico, FL 33595
rn NO DATE BY Phone No.: 813.859.9197
REVISIONS FBPE C.A No. 9813
2016 R.W.BUIIDINa 1iDNe ULTANTe INC.
1111111111 fffff
Z Z � 7 z
0�
2X BUCK 2 ',' �ff 1*1111 Off``\` u�,i
SEE HINGE 7-0 ^O Z Opp 0
1 X BUCK G DETAIL FYP•) k v°N•:z
DIRECT TO M Q 26 g Em a�
z m o d
MASONRY Nn S o
cw
oa
a4
+ ma
2X BUCK 25 w oz
O SEE TONGUE $ 'cLi
8 1 X BUCK G 27 as o �Q STRIKE DETAIL = 2X BUCK L
DIRECT M In 0 in
) 1 X BUCK G
MASONRYRY m = M
LATCH&DEADBOLT DEDIRECT TO
Kwll3et TAIL ® �� MASONRY M 310
0
S IN o
SEE LATCH TONGUE STRIKE DETAIL g
2X BUCK L 6 DEADBOLT IpO
SEE LATCH m oc M N o
Q DETAIL &DEADBOLT a
1X BUCK G DETAIL r
DIRECT TOrBL
I o
$ MASONRY MEKE o F
a a
0
y y
2X BUCK m
E 1XBUCK G
N 8
be -0 STRIKEJAMB HINGE JAMB STRIKE JAMB DIRECT TO M
0 2X BUCKLofch and Deadbolt Mulfipoint Lock MASONRY V)
�r 30
3 p
1XBUCK G ❑ 27 N
DIRECTTO M
MASONRY BUCK LATCH&DEADBOLT DETAIL
Lock29
a LATCH&DEADBOLTDETAIL G 1X BUCKP B u
Schlage M DIRECT TO MULTIPOINT LOCK STRIKE DETAILS
MASONRY w i
LATCH&DEADBOLT STRIKE DETAILS <
aREcr TO 0
(Standard Deadbolt Strike Plate) M MASONRY 24 23
Z u
DATE 08102116 i
z
10
DEADBOLT STRIKE DETAILS HINGE DETAIL >r!c M. JK
(Security Deadbolt Strike Plate)
cw.BY: LFS 3
E GRMTMG No.:
FL-20468.1
0
SNEEf
_.L OF 11 "
u
\\\\111111/I//I
r 4.56' ''a.. oI'r n
—7.57' 7.S �N: ° b•p
zpv
4•�` 4'u
N 1 III'' ...... `\�``` J O d 10
N>ri m
F�2.M zz 0°°i
INSWING THRESHOLD ~ O N
32 INSWING THRESHOLD $7 hmv ng Bas c Faed 7-117'SIRI WOOD JAMA I� E m i o z u
0
ksswitg Basic Composite Adjustable SEI 7-1/7 \ D g g o m°c w
\V, t N Q o a
5.83„ \ ; 4 m
o4.56" 4.56" i
m o°
vis• a:
En
o;
r a^2 INSWING THRESHOLD INSWING THRESHOLD 16 OUESWING THRESHOLD �o Z
kmving Basic Faed Sill Inswing Compost.Adjustable SIR Composite Si y Z
S m
$.75' ih = w o
5.77" 4.56"
8 0
U K
� O
a 0 m
a a
o
u
INSWING THRESHOLD
$4 Inswing Moderate C.".Si I-W �e1 INSWING iHRESHOID
E °' ..Q Bas c ComposBe Adjustable SIR �� OUISWING THRESHOLD
ComposNe/Aluminum 5111
v
k
5.75"
--F
z
ot0 v
5.75' vs
i d
e J
a INSWING THRESHOLD I 1 u
Inswing Moderate Climate SIE ?
8 � �aZOING RESHO •
LD
o PUlLIC ACCESS iHRESHOID r ComposULSWto/1HAluminum SIR i
5.75' S (Ttsemal.reap o
FT,
Z
z —08102116
aTT
scu.E: N.T.S.
rowc.BY: JK u
W INSWING THRESHOLD ��1.77 h�1.97' 206" cw..ar: LFS ;
Y klswing Basic Faed 5.314"Si c DRAWING no.: a
C5 SWEEP SWEEP SWEEP 6
FL-20468.1 0
SHEET 10 OF I N
v
C
BILL Of MATERIALS BELL OF MATERIALS Z p;�' '�
•' "
ITEM i DESCRMON MAIERIAL ITEM/ DESCRIFIION MATERIAL =_ S J= n
A 1 X BUCK(SG>=0.42) WOOD 25 #8 x 2-1/7'PFH WOOD SCREW STEEL = Al'0
B 2X BUCK(SG>=0.42) WOOD 26 #8 x 5/8"PFH WOOD SCREW STEEL
C 1/4"MAX.SHIM SPACE - 27 LATCH STRIKE PLATE STEEL
D IX X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE(STANDARD) STEEL `
% tl m
E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 28A DEADBOLT SUB STRIKE PLATE STEEL
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 28B DEADBOLT STRIKE PLATE(SECURITY) STEEL °v N''Z
G 3/16"X 3-1/4"TTW CONCRETE SCREW STEEL 29 4"X 4"HINGE STEEL o i m;1)
J IX X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH&DEADBOLT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP d On 5 d t°m
L #10 X 2-1/2"PFH WOOD SCREW(1.15'MIN.EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP ~ \a"
ate .
M 3/16"X 2-1/4"ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP
N 3/16"X 2-3/47W CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMPa
$ 1 JAMB(FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP
_ 6 WEATHERSTRIP(MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP
7 WEATHERSTRIP(LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP
8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP o
9 SWEEP(USE w/MODERATE CUMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP
10 SWEEP(USE w/PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMPg J
15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL(BOOK) =ir W o
16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL(HYBRID) ~m M
17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL(U1) �I
M m
18 OUTSWING THRESHOLD ALUM/COMP aUO a
22 #8 x 3/4"PFH WOOD SCREW STEEL
23 #10 x 3/4"PFH WOOD SCREW F STEEL m'
e 24 #10x1"PFH WOOD SCREW STEEL
G
z
CONCRETE ANCHOR NOTES: o
1.Concrete anchor locations of the comers may be adjusted to maintain the min. '^
edge distance to mortarMnts.
2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to
maintain the min.edge distance to mortar joints,additional concrete anchors
amay be required to ensure the"MAX.ON CENTER"dimension are not exceeded.
a 3.Concrete anchor table: o
z
ANCHOR ANCHOR MIN. MIN:CLEARANCE MIN.CLEARANCE "
TO MASONRY TO ADJACENT z
TYPE SIZE EMBEDMENT EDGE ANCHOR a `'
TAPCON® 1/4 1.1/4" 2" 4" O z
ELCO$ Z a
z ULTRACON 1/4, 1.1/4" 1" 4• DATF 08/02/16 ?
scut: N.T.S. o
2 TAITW 3/16" 1-1/4" AS SHOWN 1.1/2" --In: JK m'
cm 9.. LFS ;
WOOD SCREW INSTALLATION NOTES. DRAWING NO, rc
€ 1.Maintain a minimum 5/8"edge distance,I"end distance,8 1"o.c.spacing of FL-20468.1 0
wood screws to prevent the splitting of wood. °
sNca11 or 11 ON
V
K