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u a i ts C Si i3s FL# FL15225-113
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPP. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments `
Archived
I�
Product Manufacturer Therma Tru Corporation
Address/Phone/Email 118 Industrial Drive
Edgerton,OH 43517`
(419) 298-1740 II
rickw@rwbldgconsultants.com
�I
Authorized Signature Vivian Wright
rickw@rwbldgconsuliants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email `
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation,&Management Institute
Validated By Ryan 1. King, P.E.
f Validation Checklist-Hardcopy Received
�I
Referenced Standard and Year(of Standard) Standard Year
101/I.S.2 1997
ASTM E1886 2002
ASTM E1996 i. 2002
ASTM E330 2002
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
I
Product Approval Method Method 1 Option A
I'
Date Submitted 06/13/2015
httpsJ/www.floridabdlding.org/pr/pr app o.aspx?param=wGEVXQwtDgv3yWKJZ1QRASQx6OG%2b2Jlg6ilcQLOvgPvZSUI ZTCRna%art°/qei ""'
Florida Building Code Online,
Date Validated 06/28/2015 i
Date Pending FBC Approval
Date Approved 07/05/2015
Summary of Products
FL# Model,Number or Name Description
15225.1 a. "Classic-Craft" and "Benchmark 6/8 and 8/0 Opaque andi Glazed Fiberglass Door with and
by ThermaTru" without Sidelites. Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL15225 R3 C CAC 15225A NAMI certs,pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 12/31/2021
Design Pressure: N/A Installation Instructions
Other:See INST 15225.1-68 (6'8 Door Products), INST FL152251 R3 Il INST 15225 1-68 odf
15225.1-80(8'0 Door Products) and INST 15225-68M (68 F1152251 R3 II INST 15225 1-80 odf
Door Products Direct to Masonry)for installation instructions. F(,1 s7251* rt INST 15225-68M odf
(Note-Glazing Shall comply with ASTM E1300-04) Verified'By: Lyndon F. Schmidt, P.E. 43409
Created by IndependentiThird Party: Yes
Evaluation Reports
FL15225 R3 AE Eva[ 15225 1-68 odf
FLIS2251 R3 AE EVAL 15225.1-80ndf
FL152251113 AE EVAL 15225-68M.pdf
Created by Independent Third Party: Yes
i
15225.2 b, "Construction Series"and 6/8 Opaque Steel Door with and without Sidelltes. Inswing
"Benchmark by Therma-Tru" and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL15225 A3 C CAC 15225.2 NAMI certs odf
Approved for use outside HVHZ:Yes Quality Assurance Con fact Expiration Date
Impact Resistant:Yes 12/31/2021
Design Pressure: N/A Installation Instructions
Other:See INST 15225.2-68(68 Door Products)and INST FLIS225 R3 II INST 15225 2-68 odf
15225-68M (68 Door Products Direct to Masonry)for FL15225 R3 II INST 15225-68M,Ddf
installation instructions, (Note-Glazing Shall comply with Verified By: Lyndon F. Schmidt, P.E. 43409
ASTM E1300-04) Created by Independent Third Party: Yes
Evaluation Reports
FUS225 R3 AE EVAL 15225 2-68 ndf
FLIS225 R3 AE EVAL 15225-68M.adf
Created by Independent Third Party: Yes
i
15225.3 c. "Fiber-Classic" and "Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and
by Therma Tru" without Sidelites, Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL15225 R3 C CAC 152253 NAMI certs ndf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2021
Design Pressure: N/A Installation Instructions
Other:See INST 15225.3-68(6'8 Door Products), INST FLIS225 R3 II INST 15225.3-68.0df
15225.3-80 (8'0 Door Products) and INST 15225-68M (68 FLIS225 R3 II INST 15225.3-80,12df
Door Products Direct to Masonry)for installation Instructions. FL15225 R3 II INST 15225-68M,odf
Note-Glazing Shall comply with ASTM E1300-04, (This Verified By: Lyndon F Schmidt, P.E.43409
product approval requires the use of"T' part number doors Created by Independent Third Party:Yes
and sidelites,which have been stained or painted within 6 Evaluation'Reports
months of Installation- Excludes Opaque Benchmark Door FLIS225 R3 AE EVAL 15225,3-68,gdf
Panels.) FL15225 R3 AE EVAL 15225.3-80.adf
FL15225 R3 AE EVAL 15225-68M.Ddf
Created by Independent THIrd Party:Yes
i
15225.4 d. "Premium Series" and 6/8 and 8/0 Opaque and Glazed Steel Door with and without
"Benchmark by Therma Tru" Sidelites, Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL15225 R3 C CAC 15225�4 NAMI certs odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2021 i
Design Pressure: N/A Installation Instructions
Other:See INST 15225.4-68(6'8 Door Products), INST FL15225 R3 II INST 15225i4-68.odf
15225.4-80(8'0 Door Products)and INST 15225-68M (68 FLIS225 R3 II INST 15225j4-80 Ddf
Door Products Direct to Masonry)for installation Instructions. FLIS225 R3 II INST 15225168M.13df
(Note-Glazing Shall comply with ASTM E1300-04) Verified By:,Lyndon F. Schmidt, P.E. 43409
Created by Independent Thil d Parry: Yes
Evaluation Reports
FLIS225 R3 AE EVAL 15225 4-68 adf
FLIS225 R3 AE EVAL 15225.4-80.12df
FL15225 R3'AE EVAL 15225-68M pdf
Created by Independent Third Party: Yes
152.25.5 e. "Smooth-Star"and"Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and
http lAvww.floridabuilding.org(pr/pr app dtl.asp)?param=wGEVXQwtDgv3yWKJZ1QRASQx6OG%2b2J1g6lcQLOvgPvZSL1ozTCRpg%3d%3d 2/3
i
-- Florida Building Code Online
• by Thermo Tru" without Sidelites. Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FLIS225 R3 C CAC 15225.5 NAMI certs Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date.
Impact Resistant:No 12 31 2021
Design Pressure: N/A Installation Instructions
y Other:See INST 15225.5-6B(68 Door Products),INST FLIS225 R3 II INST 15225 5-68 Ddf
15225.5-80 (8'0 Door Products) and INST 15225-68M (V8 FLIS225 R3 II INST 15225.5-80.Ddf
Door Products Direct to Masonry)for Installation instructions. FL15225 R3 II INST 15225-68M odf
Note- Glazing Shall comply with ASTM E1300-04. (This Verified By: Lyndon F. Schmidt, P.E. 43409
product approval requires the use of"? part number doors Created by Independent Third Party: Yes
and sidelites, which have been stained or painted within 6 Evaluation Reports 1
months of installation- Excludes Opaque Benchmark Door FL15225 R3 AE EVAL 15225 5-68 Ddf
Panels,) FL15225 R3 AE EVAL 15225 S-80 1df
FLIS225 R3 AE EVAL 115225-68M,pdf
Created by Independent Third Party; Yes
15225.6 f, "Premium Series", "Construction 6/8 and 6/0 Opaque and Glazed Steel Door with Transoms.
Series"and"Benchmark by With and without Sideliti s. Inswing and Outswing
Thermo Tru"with Transoms
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL15225 R3 C CAC 15225.6 NAMI certs Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2021
Design Pressure:N/A Installation Instructions
Other:See INST 15225.6-68(6'8 Door Products) and FLIS225 R3 IT INST 15225.6-68.Ddf
15225.6-80 (8'0 Door Products)for installation instructions. FL15225 R3 II INST 15225.6-80 Ddf
(Note-Glazing Shall comply with ASTM E1300-04) Verified IBy: Lyndon F. Schmidt, P.E. 43409
Created�by IndependentlThird Party: Yes
Evaluation Reports
FLIS225 R3 AE EVAL 15225.6-68,gdf
FL15225�R3 AE EVAL 15225 6-80 pdt
Created by IndependentlThird Party: Yes
i
l
Bada Next
Contact Us::2601 Blair Stone Road Tallahassee FL 32399 P} '-1824
i
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Under Florida law,email addresses are public records.If you do not want your a-mail address released In response tol 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 theDepartment with an email address if they have
one.The emails provided may be used for official communication with the licensee.However email addresses areipublic record.If you do not wish to supply a
P.
rsonal 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 dick here.l
Product Approval Accepts
Credit Card
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httpslAvww.toridabuilcing.org/pr/pr app o.aspx?param=wGEVXQwtDgv3yWKJZIQRASQx6OG%2b2Jlg6lcQLOvgPvZS ozTCRpg%3d%3d 3/3
f
68.WMAX. Q,� •�� yL Il
105-0"MAX.oVWU FRAME WIDTH Ovmm WIDTH
1 2 3 1 2 3THERMAITRU
5 5 s 5 5 5
THERMA TRU DOORS --_ �'.��'+.,, •j• �`'gJ1
118 INDUSTRIAL DR.,EDGERTON.OH 43517 .171: �� �� 'r ,1 '� •• \`` D o'
1 1 ' �1 1 I 1 I I 1 I t � • \ 1'1
/IIrC!
"Classic-Craft"
4 I ;1 1; ;t 1; ;1 1; ;I t; ;1 1; ;i 4
i
2g 5 II tl II y 5
618"SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS [� s I� 4 �- �-� �-� II h s I; 11 II 4;
W/&'W/OUT SIDELITES cat h '1 It 1' II I' II 11 11 II 'I '1 It
'I 'I II h ', _
d6 II ,I it
I, ,I II ,1 11 II ll II II Ii 'I II II II 'I
INSWINGIOUTSWING 11 ,i ,I 11 11 It II II ,I 11 II Ir II II 1�- ^- JI 1 4 4
INSULATED FIBERGLASS DOOR WITH WOOD FRAMES
6 6 6 6 6 6 6 6 6 6 e 6 m odp�
General Notes DOUBLE W/SIDam oxxo SINGLE W/SrDanES oxo � o"
MAX DESIGN PRESSURE MAX DESIGN PRESSURE "' c
f. This product anchoring drawing has been developed In compliance with the 51h Edition +47.0 -47.0 +47.0 .47.0 m
4 (2014)Florida Building Code(FBC)excluding the"High Velocity Hurricane Zone".See the
Certification Agency Certificate for shes,specifications and ratings.
7150 MAX 5 RALLMAX, D o
37-a'MAX OV9tALLWiDTH
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment OVERAu wltmt &
to base material shall be beyond wall dressing,stucco,foam,brick and other wall OVERAu a
coverings. WIDTH 5 5 5 5 5 5 a a
3. Wood screws shall be Installed following installation instructions of ANSI/AF&PA NDS 2012.
All other fastener types to be installed following fastener manufacturer's installation z ems' '�rs' —,-, �ri
Instructions. 1 1 w
4 ;�i; ;5 P 4
II II II ,I ,I
4. Fastener embedment depths,edge distances and center-center distances shall be as 5 11 I, 11 t 1 , 4 1 11 ,t 1,
specified 4Y the fastener manufacturer but in no instance shall they be less than shown in o 5 't t' ' �' 5 5 ,� �' I, 1 z
sP w e I�SI 1�!I _ o.H.- - — - y
this drawing. _ — - 5 5 E
—
_ 5
-- 5. Where shims are Used,they must be a Ygid/sfiff"material that complies with the
ii
requirements of the FM. ;I 1' 1,
11 ,I 11 ,1 1, ,i it I I I I
6. Positive and negative design pressure requirements for use with this drawing shall be °z
determined by others for specific jobs in accordance with the governing code. 4
— —
4 5 6 - 5- 6 1 2 3 4 5 6
7. site_conditions not covered by_this drawing.are subject-to further englneedng andAW. s s s 6 6 s s 6 s s s s N o z
- SINGLE X DOUBLE%X SINGLE W/51DEU1E OX i
TABLE OF CONIEMS MAX DESIGN PRESSURE MAX DESIGN PRESSURE MAX DESIGN PRESSURE "z as
SRELrf DESCRImoN +77.0 -77.0 +47.0 -47.0 +47.0 -47.0 DAM 2 21 12
1 T kol elevations,design pressures 14 enerd notes sum N.T.S. 9
d 2 8uckanchorittg MM fff. JK m'
3 Flame anchoring Lwc By. U 3
4 Fromeanchodrlg&bNotmaterla6 LoucirAKDwARIR1rGLisptlEs o,o,,,&i- d
5 Horizontal 6 vertical cross sections Kw 9WIFIGHAM1EsE 0 LATCH F1-15225.1-68 n
6 Vertical DOSS sectionsKlYMETMGNAIURESMM 780 DIADSW w
SHM 1 or 6 0
a
i i I I I 1 I I 1 I •, � ,
4" 4" 4" 4" 4' 4" ...........
,••* •i'''!y'�
a v
`MULLION I I �-MULLION I I ���i �O� g
MASONRY7 4 MASONRY 4 11 SHOWN FOR MASONRY7 4 II SHOWN FOR II ���hs�it{► M $R i
C4..
fYP. HEAD OPENING II REFERENCE OPENING II REFERENCE I)
OPENING HE& TYp• a e �`z°0
& JAMBS HEAD 11 HEAD I I I I u 9 m g°W
^ & JAMBS & JAMBS I( \ td "'; m a i`l
2X BUCK II 2X BUCK 11 V LL
2x sucK F
oU I I I I MULLION 'I "
I I m rj I I SHOWN FOR
I I d I I REFERENCE I I °-o d
- II 11 tl
` o
SINGLE DOOR SINGLE-Wf IDS SINGLE WaIDEUTES
BUCK ANCHORING BUCK ANCHORING BUCK ANCHORING
9 o
0
��nggq p
a 0.
4 II I' MULLION II I I N z._
MASONRY - - - 4—11-. SHOWN FOR—d— MULION -
-_—OPENING -' TYP HEAD _._ TYP. I I REFERENCE II
- - - SHOWN FOR II
& JAMBS II ASTRAGAL HEAP II REFERENCE II
NOTES: u SHOWN FOR & JAMBS II
1.2X buck m6 &a2t0.55. 2X BUCK REFERENCE 2X fl II
BUCK I I I I
CONCREiEANCHOR NOTFS: (( B
1.Concrete anchorkcations of the comers maybe adjusted to maintain the min.
edge ddance to mortar joints
2-Concreteanchorlocallonsnoted as MAX.ON CENTER mustbeadjustedto (( a(j I I A SHOWN FOR I I o,C3 o
molydaln the min.edge dktonce to mortarjoink addWmat concrete anchors 00 d I I II REFERENCE I( °o d N i
maybe required to ensure the MAX ON CEMER"dfinension are not exceeded. "r u A t I I I( ^z a
3.Concrete anchor table: o a
" >�i: ":'iGkt „: nnre 2121112 i
MAR
_...
_ ;::.1+�•.!�t, !9> ': ; ? I I V I I WA N.T.S.
:....
.............._.....,..............._..._..,_....._...........,.;.....__...;...,_.••............ F:'ti;;hzil 1ik�:i;%=: a'•tc.}:i n;••;•,r: ,'�v'y'Y::•,•:•.•� owa er: JK m
ITW o 1/4" 1.1/4" 2" 4" ROUBLE DOOR DOUBLE W/SIOELITES qX cr` LFS
TAPCON BUCK AN H� MASONRY IMAM=No_
ULTRA OC N 1/4' 1.1/4' 1" 4" OPENING BUQK ANCHORING FL-15225.1-68 n
WW 2 OF 8 0
i
3" >. of PAIRS 30 -B- A" # ?- a
TYP. 1::J:J�:
a rA
C` "cok In
73^ � i'-g" 3 TYP. 3` 73. -'16` �6.1� i° �ii��•"�••.......• r `���` j mm
I I Al
I I _ I I I 1 I JJ1Je1L �m z°
T O� N x2�
MULLION II ~5 In� it (�y A W/2X BUCK I E =10 o a
m OL MULLION _
Ile ell Z w o `n INSTALLATION . rJ 9 `o a
I11 SHOWN FOR - w��-_- _ _ o v SHOWN FOR _ o in In 5 0 c
REFERENCE x_>. - wa - REFERENCE .. - 9 W/1X BUCK_ N M da
^ n --. INSTALLATION In1.(b 4
A W/2X BUCK INSTALLATION N oM, N A W/2X BUCK INSTALLATION "e TIP. HEAD & o o i
JAMBS >- g Ea
...- Ci 9 /1X BUCK INSTALLATION M B ?
e W/IX BUCK INSTALLATION V v L1
TYP. HEAD & JAMBS TYP. HEAD & JAMBS p v
a o -J a'o
SEE n �
16 18 16 DETAIL 1" o SEE vs _ w a 16 16 vi 16 SEE o I �a o
o
12 iii in n+ DETAIL N� iio - SEE - 5 _ DETAIL "1". * �j Tn J
5 12 -6- ^12 5 DETAIL `2 1 �, w
d o
.C. p" E" C. .D. „A" B„ A„ al
VIEW C'-C SINGLE DOOR WISIDELIT VIEW "E"-E" VIEW SINGLE DOOR W/ IS DELITE VIEW "B'-"B" SINGLE DOOR VIEW A'-A"
SHOWN W/OPUDW CORRUGATED V
FASU NM MV/3O TTYP.ALL
SIDRAE TO DOOR JAMB OOAN BONS)
d W/2X BUCK 2 .�
'1 SIDELITENOTES: ❑ INSTALLATION N
1.The sidefile is direct set into thelamb with(121#8 x 2"pfh.wood screws.There are(4)at each ❑ _ - -1n
verBcol Jamb,from the top down at 13.5;31,48S'&66".There are(2)at the header at 4"from _ - B /1 X-BUCK - 8 N
the oulsfde comers of the frame.There are-(2)at the sill,4"from the outside comers.-
2.Fbr optional sidelite construction with staples,sidellfe is direct set into the Jamb with(4)%6"X ❑ ❑
13/4"16 ga.staples along each Jamb(6"from ends and equally spaced thereafter).
CONCRETE ANCHOR NOTES: k'
1.Concrete anchorfocations at the comers maybe adjusted to maintain the min. DETAIL "6" DETAIL "2" d
edge distance to mortarlolnfs.
- _-
2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to -
J .S _ malntalnihe_min..edge.disfancetomortorjofnts addifionalconcref&--Ere ons W/2X BUCK 2
$ may be required to ensure the MAX.ON CENTER"dmension are not exceeded. INSTALLATION B N o 0
3. Concrete anchor table: W/1X BUCK a
: ttPClfftClfkR?kC!! %:aK11CIF. ?Iftfl!1G INSTALLATION 12 1 C C z o
i:::iiL•ii:2ii:iiii5ii{:••::.�.r::.-::::::::::::::.:::r•;.;�:::.;.g>as:
; i: Q :g'•:'/17+flIICJj ::: ::;Mfl�d';:::;;s:::•;:...:..::....,.................:;;;;:z.:a;;:.......,.,...;...:..:.........::•:: 1:.-.................:.::...:.:::....:.:..::...>::: •: ;:;:iYIQ:A 5i71{ 1';:;::c;.;:lft i60,U4CEl..- R1TT3 2 27/12
.............................................................................:. >r,::::::::.::.•::.::::::>?#At kk•.::::....
.................... N.T.S.
ITW DWc OYJJK m
TAPCONe 1/4" 1.1)4° 2° 4" 1 1 CHK.Br: LFS 3
ITIN DETAIL 111. DRAWRTG ND:
0 3/16" 1.1/4" 3" 1-1/2" DETAIL 4" e
TAPCON FL-15225.1-68 n
sHm 3 of 6 9
0
/- PAIRS 30 ^w a A" Or••• .•," 'mod n
„C„ TYP >�. of �y Lz
3" 3" Cb
7" � 3" 't 4'-►I 3" 6" ^tpsj * i `
L . t
4 '
1 1 TT 1 1 1 1 1 1 1 11 r _ I 1 I I I I ��i����"••...• •``% �m
PV
SEE NOTE 311 A W/2X BUCK I - -T - SEE DETAIL IJ W/2X BUCK j�l•••
SHEET 3 II SEE DETAIL "3" INSTALLATION y 3. A - y► o z
{I 9 W/1X RUCK oQ _ Z INSTALLATION
X BUCK
i m o 0
f I PT HEAD
N y = ASTRAGAL-/ I INSTALLATION .t C3 «N K sS -p o`a
ASTRAGAL)II MULLION & JAMBS cv SHOWN FOR IWP• HEAD & O > [�� 9 a a
tc
SHOWN FOR II SHOWN FOR _ REFERENCE II JAMBS REFERENCE
II REFERENCE ONLY ii oz
vL4
fi SEE _ 11 �` a
DETAIL 4" ¢ o II SEE
16 16 II 16 p c�"i _ _ 16 16 - DETAIL p 1
w¢ - - `pl "1" c;
II 16 d\ II n} O: c5 c
12 5 II 5 w n.+ 5 II 5
Lu
A" �m �
c" "E" o
0
VIEW c"-C_" DOUBLE DOOR W/SIDEL(TES VIEW E"-
a
E" DOUBLE DOOR VIEW Fl"-A" o
sHaWt W/OPnom 001mOmm
a
nXsrExExs,nw!�(nv.w.
Sloan:TO Ooox.uue coenJECEroxs)
W/2X BUCK 2
INSTALLATION
W/1X BUCK _
V —N
INSTALLATION 12 1 C rn
W/2X BUCK 3 a
Item DESCRIPTION - Material - - INSTALLATION rn
_ A _ pa
- 70--x 2--1- 2 -PFH-WOOD-SCREW STEEL 1 0
B 10 X 1-3 4 PFH WOOD SCREW STEEL W/1X BUCK 11
C 10 X 1 PFH WOOD SCREW STEEL P AI "1" INSTALLATION
1 10 x 3 4 LG. PFH WOOD SCREW Win a to Frame STEEL OL
a
10 x 2" LG. PFH WOOD SCREW STEEL —— -_ -- --
3 8 x 2-1 2 LG. PFH WOOD SCREW STEEL __ --OETAIC 3
x 2-3 4" PFH ELCO OR ITW CONCRETE SCREW _ STEEL.—-- -- B ATTACH ASTRAGAL THROW BOLT
5 1 4 x 1-3 4" ITW-P-F-H-CONCRETE-SCREW STEEL STRIKE PLATE W FRAME N
9 1 4" x 3-3 4" ITW PFH CONCRETE SCREW
STEEL AS SHOWN.
11 3 16" x 3-1 4" ITW PFH CONCRETE SCREW STEEL 1 C ^z n
12 1/
4" x 3-1 4" ITW PFH CONCRETE SCREW STEEL wie 2121112
Z
13 MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE sc N.T.S. °
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 1 mm er: JK �
16 1 4 X 2-1 4" PFH ITW CONCRETE SCREW STEEL m
r WOOD aoc BY. LFS
E
0.34 WDOD DETAIL "4" OEawmO No-THK. PRESSURE TREATED SIDELITE PAD STEELFL-15225.1-68 1 2 X 1 X 25 GA. CORRUGATED FASTENER
SnErr 4 OF 6 1°
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v
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41
13
.... .. i 13
'4• fill) ISM
8 n
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E� ' ( .a.
1X BUCK
G 0EE
9 A 2X BUCK N
H 12� o AN
gin
INTERIOR EXTERIOR EXTERIOR
INTERIOR EXTERIOR INTERIOR oa '
3 HEAD JAMBi a ��
7 HEADJAMB 2 HEAD JAMB 5 I � 'k
5 To woodtmma
5 To lx sub buck bowing shown m M,
kwmng shown
0.
13
2X BUCK INTERIOR o
INTERIOR
}� 4 A
EXTERIOR EXTERIOR ^O.1S'MIN.
C•SNK
•' 029'MAX. a o
•..: 2rrMAX
u _ S11U+1SPACE SHIM SPACE p o
1.15'MN. 1.15'MIN. Z
EMB. wre 2 21/72
EMB. g
c i.WMN. s(iitE N.T.S.
EMB.TYP. m
JK
muc er !FS ;
5 VEIMCAL SIDE JAMB a
e5�T:Lo—z;cs%ubb1r'k SDE JAMB orttime1 2wn Towngshowe —15225.1-68 chuwtng shown n
sus 5 os 6 p
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pp yy �UJ
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ZT ��LLm
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INTERIOR EXTERIOR EXTERIOR INTERIOR INTERIOR EXTERIOR z z z°
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13 21 1213
16
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