HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online
�+11� f2
t� 'e fir-•-�>� � �u� � $, I�iG 1' � _..� tlSl'
� a� � 6 � Pi e � � �° t�« a, ..• e i � ,. ri ms t°
BCIS Home Log In I User Registration Hot Topics I Submit Surcharge - S[ats&Facts Publications i FBC Staff BCIS Site Map ` Links Search
Florida
`" Product Approval
r ,
j!USER:Public User
+w
1 tS Product Approval Menu>Product or Application Search>Application i.ist>Application Detail
FL# FL17900
Application Type New
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Tell Manufacturing, Inc.
Address/Phone/Email 207 Bucky Drive
Lititz, PA 71543
(949)672-4372
pablo.munoz@spectrumbrands.com
Authorized Signature Javad Ahmad
alfarooq@afceng.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
1 Evaluation Report Hardcopy Received
Florida Engineer or Architect Name who developed Javad Ahmad
the Evaluation Report
Florida License PE-70592
Quality Assurance Entity Architectural Testing,Inc.
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Ammad Riaz, P.E.
! i Validation Checklist-Hardcopy Received
Certificate of Independence PL 79•00 RC COI SS Telstar-Tioca-S Irtan GS Steel Doors-CI
2014.:;df
Referenced Standard and Year of Standard)) Standard Year
ASTM E 1886 2005
ASTM E1996 2012
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
r' Certified By
Sections from the Code
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?parain=wGENIXIQwtDquTIuhTgK2%2... 5/22/2017
Florida Building Code Online Page 2 of 2
I
i
Product Approval Method Method 1 Option D
Date Submitted 07/16/2015
Date Validated 07/16/2015
Date Pending FBC Approval 08/09/2015
Date Approved 10/16/2015
SummarV of Products
I
FL# Model,Number or Name Description �
17900.1 Telstar-Tioga-Spartan Outswing Large missile,impact resistant 8utswing steel door.
Steel Doors System
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL17900 R0I II SS-Telstar-Tiooa-Spartan OS Steel Doors
Approved for use outside HVHZ:Yes (LMI)dwa. 15-351_.Ddf
Impact Resistant:Yes Verified By: havad Ahmad PE#70592
Design Pressure: +75/-75 Created by Independent Third Party:Yes
Other:See drawing 15-35L for span vs load combinations Evaluation Reports
and installation details. FL_17 00 RO AE SS-Tel�*,�ii ga_ n3rt n OS Steel DoQrS
LMI`-PAE 2d14.Ddf
Created by I'ndependent Third Party: Yes
1 1
17900.2 Telstar Tioga-Spartan Outswing Non impact resistant outswing teel door with glass view
Steel Doors System lite.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FI.17900 R0i II SS-Tel io a S artan OS Steel Doors
Approved for use outside HVHZ:Yes (NI)dwa. 5�35.Ddf
Impact Resistant:No Verified By:I]avad Ahmad PE#70592
Design Pressure: +75/-75 Created by Independent Third Party: Yes
Other:See drawing 15-35 for span vs load combinations Evaluation Reports
and installation details. FI 17900 Rd AE S-Telstar io^a-Srartar OS Steel DOOfS
jNt)_PA.E 20`rl.Dcif
Created by Independent Third Party: Yes
Back Next
Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-18241
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy!Statement::Accesslbu6 Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to I 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 the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal 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 click here
Product Approval Accepts:
M] ROM f'h=' RE
Credit Card
Safe
I
T
I
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquTIui TgK2%2... 5/22/2017
tI r 11 "i
N
4�]r, �4
FRAME WIDTH
Z n
2 384� 2 ' O z n a
�n DOOR OPNG. WIDTH Q n
11" a0 o 4
2 3 3., O w
O.C. —[MAX. d w
_T ix 0 a
\.'SASH WIDTH.'.'.'.' U o m
�.'.'.'.'.'.'.'.'..'.' O a.<o "
....�.......... O mrc
.. U)
. . N
.... Q W 3 IJi N
W .}=i.....
...\. o
w I ---------- w
w x x (3 m
N ._ ...../. N Z N
aO ,t L , ...... /.,.. I foo.p r^ Cj I^
p 7 LS N
p J
T ~ .moo
i .�.. .. QWLL-1 if
3" two n
MAX. .f,. m o Q o
DOORS ARE RATED FOR IMPACT. Q o z m
INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA DOES NOT REQUIRE 3 I 18" I 3"
THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES I— F r w m
COMPLYING WITH HVHZ REQUIREMENTS. MAX. MAX. J ZE Z LL i
o..
INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET (J') Wz o'�
THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. LL
O
"TELSTAR OUTSWING SINGLE STEEL DOORS ( X )
"TELSTAR/TIOGA/SPARTAN" OUTSWING STEEL DOORS
APPROVAL APPLIES TO SINGLE (X) LEAF DOORS WITHOUT SIDELITES. Pd = +50.0 PSF (EXTERIOR)
—50.0 PSF (INTERIOR)
DOORS NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION - - 0--
--
RESISTANCE IS REQUIRED.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE NOTE:
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ.
HURRICANE ZONE (HVHZ).
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER A-THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)PREPARED BY THIS ENGINEER LOADS TO
THE STRUCTURE. IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC O PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D.ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS B-CONTRACTOR tOF THISfPRODDUCC ASED ON THIS nODUCT CHASE'A EMBEOMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. INSTALLATION of THIS PRODUCT BASED ON THIS PRODUCT EVALUATION FL #17906�
PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED O
NOT ANCHORING OF THIS APPROVALDING . C- HISPRODUCT
CONDITIONS NOT SHOWN N THESE DETAILS ARE ON T I MEVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF
ALTERED BY AM•MEANS. �P"•• �%
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ��`'�'JO���•-" °
D-SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED \
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. END,EER OR ARCHITECT WHICH Mu BECOME THE ENCtNEER OF RECORD(E.O.R.)
FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER N0.70592 _
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT usE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED _ .•" = v' v V
ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE SPECIFIC DRAWINGS FOR REVIEW.
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
E-THIS P.E.D.SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF 'OF � � drawing n0.
MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION THE PROFESSIONM_ENGINEER OF RECORD MAT PREPARED IT. .•FlC1Po�p „��.'
15-35L
IN ACCQDANTO CE WITHPLY SECTION
1 10.8.308F FLORIDA BUILDING CODE.
TTT I LLA sheet 1 of 9
i
98A"
FRAME HEIGHT
-1 ! 96" 2"
O DOOR OPNG. HEIGHT
0
D
11"
DZ) u rots rMAX.� c
D
Z
Y-
n O00
43Ln
mm Z >ao
z rat G) x _ _
m
� 9
m
rn rn
F MAX.i r—K
0
o ao"�
0
m
Vl
26" 26" 26 91" r
X
I 95A" SASH HEIGHT
98"
O FRAME HEIGHT
D 96„ 2"
DOOR OPNG. HEIGHT
(N
D
D �$9 Z
m�e
O
8
n C MAX.t—24"—i n'
It --I
Vl
OoZ .\,
c� \ j
m Z \Ln
m xo
OI
O
Nm 24"_+12" N
60}"
MAX. MAX.
I �
X
26" 26" 26' 9" r
,L7,1111„7 1 i- -� ---r- .-� r .
0 '7j•,, ....
o �•.,�Z I95j" SASH HEIGHT
C.
0
r
O
a ante: 6_
29-15 fiLLSTAR/IIocA/sPARTAN'os STEEL 000as srsTEM-L.M.I. AL-FAROOQ CORPORATION a
(revisions:
m no c e v escri ion
ENGINEERS 7 PRODUCT DEVELOPMENT
TELL MANUFACTURING, INC. f
N O 1235 S.W.R7 AVE
18 RICHARD DRIVE LITITZ, MIAMI,FLORIDA 33174
PENNSYLVANIA 17543 TEL.(305)264.6100 FAX.(305)262E978 C
t0 r ° chk.by: I TOLL FREE: 1-800-433-4047 1-717-625-2990 FL APPROVAL 15-35L
(k{I FAX: 1-888-370-3253
�v n
OD
SUBSTRATE MASONRY
�. Z
ROUGH OPENING
Q N G
0 p
(4) Oil 0 CL m n
a O� a
d' WOOD U° n
d 1'E.G. I"E.G. SUBSTRATE O
° Qa¢o
pir cfr�
00
SECTION A-A 02 .°e ..°•; e LL Wu3i�`o
i N
- Jum¢ j
SEAL 0' Q Z. i-
ITEM 07 e
° � o
CJ
of Il'I- d. �d•
(8) oil 05 (8) oil CD
S CD ri
FRAME OVERALL WIDTH
Z o U A l
SECTION C-C SECTION D-D Q
WO
r ola Z�< o
o
TYPICAL ANCHORS AT HEAD/JAMB/SILL: Q a=7
�Q>
J-,0
#8 DIA. SMS -j&z
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES G W z "
1-1/2" MIN. PENETRATION INTO WOOD 'Pit-
O
3/16" DIA. ITW TAPCON (Fu=125 KSI, Fy=100 KSI)
INTO 28Y WOOD BUCKS OR WOOD STRUCTURES
DIRECTLY INTO fc'=3000 PSI CONCRETE, 1" MIN. EDGE DIST.
1" MI_N,_EMBED INTO CONCRETE HEAD/JAMBS/SILL—
(3) poxil„ - — - - - - -�----- —
HWH SDS 3/16" DIA. ELCO ULTRACON (F-177 KSI, Fy-155 KSI) _
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
SECTION 8-8 03 II / 1-1/2" MIN. PENETRATION INTO WOOD
DIRECTLY INTO fc'=3000 PSI CONCRETE, 1" MIN. EDGE DIST.
)• DIRECTLY INTO fc'=2000 PSI MASONRY BLOCK, 1" MIN. EDGE DIST.
1-3/8" MIN. EMBED INTO CONCRETE (HEAD/JAMBS/SILL) o °
1-1/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMBS)
m
° L—#17900
X61011 fill"
CONCRETE `���AP°,�...'�?Ya�p
No.70592 _
Qj";��•'••• 9_'..• S(/' drawing no.
TELSTAR SERIES SINGLE STEEL DOOR SYSTEM =,�� - oR'OF •-
15-35L
4� N
JN
0 6
023 0 r m
Z n a
0 LL
0� O
W m
aw
ITEM No. PART NUMBER DESCRIPTION MATERIAL OTY. O
01 MMD20102 DHM 3068 20CA 161 08 - 1 0 t g
A 02 MMD30302 TELSTAR DOOR FRAME HEADER/JAMBS 2.76" x 4.75" x 0.054"THK. 16GA GALVANNEAL STEEL 1 0 M o
03 MMD10202 THRESHOLD 0.53" x 4.80"x 0.152"THK. 36"TP 6063-T5 ALUMINUM 1 0 a Q a .�+
09 *DETIL
A 04 MM040103 FLASHING STRIP 36"TP - 1 ¢m 0
05 HG100034 HINCE 4-1/2" x 4-1/2" GALVANNEAL STEEL 3 Q w 31i a
IL Z�- n
Ol 06 MMD10203 DOOR SWEEP 0.61"x 1.35" x 0.083"THK. TP 35.75" 6063-T6 ALUMINUM 1 G W
07 MD100120 WEATHER STRIP LP1153 (16') GALVANNEAL STEEL 2 Q Z. f
08 - 8300 SERIES HEAVY DUTY COMMERCIAL GRADE 1 RIM PANIC W/KEYED ESCUTCHEON TRIM STAINLESS STEEL 1 O
09 - KEYED LOCK - 1
02 011 MSDI0006 2 PART ADHESIVE. REZ-CURE EP882 BY INNOVATIVE RASIN SYSTEM, INC. EPDXY RASIN 2 U p1
MSD10033
012 - STRIKE PLATE - 1 z ^
05 013 MSD41065 BOTTOM DOOR SKIN 0.40" x 1.72"x .034"THK. GALVANNEAL STEEL - o Z ni
08 OS 014 MSD41065 TOP DOOR SKIN 0.18" x 0.24" x .035"THK. GALVANNEAL STEEL - r
GALVANNEAL STEEL
015 MMD10205 �TOP CAP 0.70" x 1.54" x .038"THK. -
GALVANNEAL STEEL U a
016 M5010223 DOOR CHANNEL 0.80" x 1.67"x .053"THK. ]n v H
017 MMD10043 DOOR CLOSER REINFORCEMENT 7.00"x 19.50" x 0.070" THK. (15GA) STEEL SHEET GALVANNEAL STEEL 2
023 023 - 023 018 MSD10005 FOAM CORE 44.00" x 91.00" x 1.688" THK. - 0.733 LB/FT' DENSITY POLYSTYRENE FOAM 1 4 Q O Z m
019 MSDIO027 HINCE REINFORCEMENT 1.25" x 10.00" x 0.180"THK. COLD ROLLED STEEL - c� Q i
020 MSD10091 CYLtNORICAL LOCK REINFORCEMENT 1.fi5" x 6.69" x 3.80" x 0.054" THK. COLD ROLLED STEEL 2 J U In o'
J K Z
021 DUST COVER 0.61" x 1.35"x 0.083" THK. 6063-T6 ALUMINUM - LL.I
Z J..
06 022 - #8 x 3/4" PHILLIPS WAFER PAN HEAD SELF DRILLING SCREWS STEEL 8 ~ d R.
O
023 - 3/16"o ITW BUILDER TAPCON OR ELCO ULTRACON ANCHORS STEEL 23
03
04 DETAIL B
0Bu3Il68 2RO DB-RHR_W/ 10" X 10" OW N �
FL #17900
O
\`\111111111///77'
\ 3
No.70692
0 9.'..'OF Q{/�� drawi0
TELSTAR SERIES SINGLE STEEL DOOR SYSTEM FCORIOP.•` \�:
15-35L
y�U
N
Z m
O F ¢
Z Fa
W R
Q E N G
O m LL 0
O00
W "
aw �
YW60101 PfRLFD BWa O
n O a;m
¢¢
mT O°��ttv
y O m
QWO
zNLL- 0
lL N_
J�ICI
aj
J Q Z. r
O
� cj m
TOME CHANNEL SECTION y. w Nol IVII m
1.0101011 roauc0 CHAMa CY SECTION
.� � No Qw�nn
TELSTAR HEADER .1. TELSTAR HINGE JAMB
zoQol
¢�Zm"
°,stir CL)
r N�
l J K Z
�n W z
. °O f—m0-
o -
O
J °O'
rWUFD owott s[cuN O _
C
" TELSTAR THRESHOLD °
,,,, r NuolmofTsDss=ls uDsrtor FL #17900
o
s�LLuunrrrrr
HINGE REINFORCEMENTDoi
DOOR AND FRAME c£Nso
7 GA
No.70592
LLJ
��'•, 9'..'OFdin g no.
hHti , TELSTAR SERIES SINGLE STEEL DOOR SYSTEM ��� '• ..... . 1raw 3ior x¢acm rul wrc TELSTAR LOCK JAMB '/��$®® ���s���\` sheet 5 of 9
za 4V N
n
7 � N
1 18 Z m o
0 2 O O W O
14 Q N aG
8 O O O O O O O
O w
#1, O O itO an
~ n
0 O O O U o a
5ao
6 O 29 O Oaa� �
O r—
O O O 11 O O O �a00oN
ILiN-o
J Z N Q
® ® Q we1F
SECTION E-E 22 0
i C)
Z i
28 18
Z
15 SECTION G-G SECTION H-H w c
27 30 — - 5 HORIZONTAL CROSS SECTION ti ^
3
�?IreC
21 n
a ¢Z� oo
a. ^
12 � Q ZO
SECTION F-F a E r e d o
O
VERTICAL CROSS SECTION
tt
2
9 58"
v
c u
0 0
FL #17900
O
�� )�••VOENee'•;'V '�' �
a
E No.7DS92
j-. 47 " r� I-'iy}}
; TIOGA/SPARTAN SERIES SINGLE STEEL DOOR SYSTEM %;, s®..... . 15--35L
DOOR LEAF DETAIL /4// I IIN sheet 6 of 9
AV ITEM No.RmSniOM22263R,
ER DESCRIPTION MA R A DTY. U N
1 2 HEADER FRAME 2.67"x 0.059"THK. 16GA GALVANNEAL STEEL 1
25 or 26 2 2 JAMB FRAME 2.67" z 0.059"THK. 16GA GALVANNEAL STEEL 1
1/4"TO 1/2" BOLT WITH LOCKING NUT.
3 6 THRESHOLD 0.50'x 5.75" x 0.105"THK. 48"TP 6063-T5 ALUMINUM 1
BOLT MUST BE MINIMUM 3 THREADS m
ENGAGEMENT BEYOND NUT. OR 4 7 HINGE REINFORCEMENT 1.25"x 3.
10.00" x 0.180"THK. COLO ROLLED STEEL8 Z m o
#12 OR LARGER DRILLING SCREW. 5 0 BOTTOM DOOR SKIN 0.40" x 1.72"x .034"THK. GALVANNEAL STEEL 1 Z n a
CREWS MUST BE MINIMUM 3 THREADS 6 0 TOP DOOR SKIN 0.18" x 0.24"x .035"THK. GALVANNEAL STEEL 1
ENGAGEMENT BEYOND CHANNEL/GIRT. 7 05 TOP CAP 0.70" x 1.54" z .038"THK. GALVANNEAL STEEL 1 Q i e
8 23 DOOR CHANNEL 0.80" x 1.67"x .053"THK. GALVANNEAL STEEL 2 W O N
0
9 MSD10091 CYLINDRICAL LOCK REINFORCEMENT 1.65" x 6.69"x 3.80" x 0.54"THK. I6GA COLD ROLLED STEEL1 w
10 MS070048 FRAME CLIP 5.54"x 1.45" x 1.43' x 0.097"THK. 12GA SPOT WELDED TO JAMBS GALVANNEAL STEEL 2 d w
11 MSD10005 FOAM CORE 44.00" x 91.00"x 1.688"THK. - 0.733 LB FT DENSITY POLYSTYRENE FOAM 1 Er o
12 MMD10043 DOOR CLOSER REINFORCEMENT 7.00" x 19.50" z 0.070"THK. 15GA STEEL SHEET GALVANNEAL STEEL 2 0
r"
13 MSD1OO68 MORTISE LOCK REINFORCEMENT 5.00" x 1.50"x 11.93" x 0.067"THK. 15GA COLD ROLLED STEEL 1 0 p m I
14 MSD72232 KD STRIKE JAMB 4080 M8534 FRAME 2.67" x 0.059"THK. 16CA GALVANNEAL STEEL 1 0'Q j m °o
15 - #8 z 1" SELF DRILLING SCREWS NOT SUPPLIED STEEL 6 0 m<0 H
16 - HINGE I STRIKE JAMB FLOOR BASE ANGLE CLIP 12GA CALVANNEAL STEEL 2 0 d3 I,- a li
17 DT100631 WEATHER STRIP LP1153 (181 1 n
18 18 HG100034 I HINGE 4-1/2" z 4-1/2" GALVANNEAL STEEL 4 Q w 3 w m
24 19 - MORTISE LOCK HARDWARE OPTION, CLI02258 ZHONGSHAN
20 - LC1281 SERIES HEAVY DUTY COMMERCIAL GRADE I LMRSET W CL100249 BY THASE ENTERPRISES CO.LTD - 1 J u M Q 3
SEE NOTE . 21 MM010203 DOOR SWEEP 0.61" x 1.35"x 0.083"THK. TP 35.75'• 6063-T6 ALUMINUM 1 Q w Ni F
EACH SIDE. 22 - JAMB EXTENSION ASSEMBLY 16GA CHANNEL, 12GA CLIP GALVANNEAL STEEL 4
23 - 3 8"0 TO 12"0 x 2-1 4'•OYNABOLT STUD ANCHOR FOR CONCRETE - 4 O
24 = 12 z 1" SELF DRILLING SCREW N07 SUPPLIED STEEL 24 m
25 14"0 TO 1 2"0 x 3/4" HEX BOLT STEEL 12 u
26 - 1 4"o TO 1 2"0 HEX NUT SELF LOCKING STEEL TO MATCH ITEM 25 STEEL 12 Z
27 #10 x 1" SELF DRILLING SCREW NOT SUPPLIED STEEL 6 '
28 - STRIKE PLATE - TO MATCH HARDWARE OPTION AS SPECIFIED - 1
29 #12 - 24 x 3 8" PHILLIPS FLAT HEAD COUNTERSUNK MACHINE SCREW STEEL, FOR HINGES STEEL 32 (-D
r38
- } 16"m z 1-3 4"PHILlIPS FLAT HEAD COUNTERSUNK TAPCON CONCRETE SCREW NOT SUPPLIED STEEL 5 0 !
- 9500 SERIES HEAVY DUTY COMMERCIAL GRADE 1 RIM PANIC W KEYED ESCUTCHEON TRIM - 1 x t
- 5 16"0 TO 12' x 1-3 4"HE% WASHER HEAO TAPCON CONCRETE SCREW NOT SUPPLIED STEEL 4 ti
24 MSD10061 HINGE REINFORCEMENT COVER 1.66"x 0.84"x 10.13" x 0.024"THK. COLD ROLLED STEEL4 CJ $
SEE NOTE 2 MSD10090 STRIKE PLATE REINFORCEMENT 1.38" x 6.50" z 1.13" x 0.059"THK. 16CA COLD ROLLED STEE 1 >
EACH SIDE. ® MSD 10006 2 PART ADHESIVE. REZ-CURE EP882 BY INNOVATIVE RASIN SYSTEM, INC. EPDXY RESIN 2
M5010033 ¢� �
a Z amc
OT100852 BUTTERFLY ANCHOR 1.58" x 2.50" x 7.00" x 0.048'•THK. COLD ROLLED STEEL 4 p Z
S0100081 ANCHOR 0.95" x 2.05" x 7.00" x 0.052"THK. COLD ROLLED STEEL 4 �4>-
14 - t" x 3 4" HE% HEAD MACHINE BOLTS HH MB) AND LOCK NUTS THRU FRAME CLIPS STEEL 2 CU YINT RIOR - #8 x 3 1/2" NAILS STEEL 8 °d J z�Ju tom 3/8" x 6" WOOD LAG BOLT ISTEEL 4 W Z h
O
is FRAME TO METAL BUILDING INSTALLATION DETAILS
SPOT WELDED NOTES:
TO FRAME
1) FOR ANCHORING KNOCK DOWN FRAME HEAD JAMB TO FRAME HINGE JAMB AND FRAME STRIKE JAMB
INTERIOR IGGA.(.053"MIN.)STEEL FRAMING USE(2 PER SIDE)1/4'TO 1/2'DIAMETER STEEL BOLT WITH
MATING SELF LOCKING NUT.BOLT TO BE OF SUFFICIENT LENGTH TO ACHIEVE 3-THREADS MINIMUM
23 OR 32 25;26�BEYOND NUT.-LOCATE-AND-ANCHOR-AS-SHOWN`IN-CORNER-CONSTRUCTION-DETAIL--__ - -- - - - - - ---- -
SEE NOTE 3 SEE NOTE 1 2) FOR ANCHORING JAMB EXTENSION ASSEMBLY TO 16GA(.053'MIN.)STEEL FRAMING HINGE AND STRIKE
JAMBS,USE(4 PER CHANNEL)#12 OR LARGER DRILLING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE
1-THREADS MINIMUM BEYOND ANCHOR CHANNELS.LOCATE AND ANCHOR AS SHOWN IN JAMB EXTENSION N
EXTERIOR ASSEMBLY DETAIL.
AV FLOOR BASE ANGLE DETAIL XT RIOR 3) FOR ANCHORING FLOOR BASE ANGLE OF FRAME HINGE AND STRIKE JAMBS ONTO CONCRETE USE(2
'Op
Q PER JAMB)3/8'TO 1/2"DAMETER WEDGE BOLTS OF SUFFICIENT LENGTH TO ACHIEVE 2'MINIMUM
CLIP IS EMBEDMENT INTO CONCRETE WITH 4 1/2"MINIMUM EDGE DISTANCE OR(2 PER SIDE)5/16'TO 1/2" 16
SPOT DIAMETER HEX WASHER HEAD TAPCON SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/4"MINIMUM o 0
14 WELDED EMBE_OMENT.INTO 60NCRElE WITH 3-3/16'MINIMUM_EDGE DISTANCE(ADD WASHER IF NEEDED).LOCATE -
1 -T7SFRAM AND ANCHOR AS SHOWN IN FLOOR BASE ANGLE DETAIL FL 1790 c
CYLINDRICAL LOCK 4) FOR ANCHORING THRESHOLD ONTO CONCRETE USE 3/16'DIAMETER FLAT HEAD TAPCON SCREWS WITH O
SHOWN SUFFICIENT LENGTH TO ACHIEVE A 1-3/4'MINIMUM EMBEDMENT INTO CONCRETE WITH 2-5/8•MINIMUM 111111111//j
CORNER CONSTRUCTION DETAIL EDGE DISTANCE. �
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ........ i
24 22 5) INSTALLATION ANCHORS AND HARDWARE SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
SEE NOTE 2 INSTALLATION INSTRUCTIONS AND SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE No.70592
MINIMUM STRENGTH SPECIFIED BELOW: .• = o V c u
A. STEEL FRAMING: 16GA.(.053'MIN.)
B. CONCRETE:MINIMUM COMPRESSIVE STRENGTH 3,192 PSI. -q
EXTERIOR INTERIOR ��Q'•• -OF !{7� drawing no.
T10GA SPARTAN SERIES SINGLE STEEL DOOR SYSTEM F20RIDP.•'�� 15-35L
JAMB EXTENSION ASSEMBLY DETAIL
Im�OCO fq KNEES!ma 10 (E)vwxs uvl
� N
Z Z 1
m o
4 O Z n T
1QV.d a
! 1 LL o 100 IAL
v6as 0 w m
aW
�o
f-2.09 .531' U O 1
ry0
E V M p
0 a¢¢
14 1.806" O lam a
m
N N 7.613 AV AV J! Q W 3 O vl
E W — m
ISI�i•F AOw➢vRM[il tl.Z
N
�! 4.888" I n F
wnDm(:1 was ucx Ex0 J O I7¢ w
0 -Ll QwNiEN
AW AW O
26
625' E
17 1.806' ' U °
N Z i
17
s[cign vv-d
L2.125' .531" 2.125" S Z r
u
5.75"
%va N-R SECTION AW-AW M' (r Fa
I
tL�r�n
¢ Q zTn
U 5E
3 7/B Q I
ve➢aueic J U z
2 ^z o
W
r
o M
00
{3 7/a { t 3/4 5.75"
WO FOR
8 TO MATCH FRAME .WON.
WWT!FOR 6 1/4 FRANC SHOWN. II �
— __ —
�RGLACESDE➢ 2 1 a D o
' 3
0 0 10 6063 ALUMINUM
_ 16 GA 1 3/4
21 1/2 JAMS R ODR BAGF AN[LF CIIP
JAMB HEAD JAMB CLIP
C N
O p
19 N
�a
0o FL #17900 = � -
0
\YY11 u u uT TYi
21/64
1 3/a ` �••.....
--�---- HINGE REINFORCEMENT
3/8
DOOR AND FRAME No 70592
J OA
WIOTN VARIES TO MATCH FRAME WON..
wIDTN FOR 6 1/A FRAME SHOWN. '. O
of /yam drpwing no.
DAMP ExTErvSION ASSEMBLY TIOGA/SPARTAN SERIES SINGLE STEEL DOOR SYSTEM ��tC� FCORIDP.•'r � 15-35L
• • 41
5 3/4" 7/32 2' 625' 2' 625' '-j� n
8 UU
7
1, 2, 14 23/32 T 1 Sg/64 aTs'
i 1.Sfi2° 1.562' iX�
1�1716 1 43 6
— 2 1/8 �— 4 -� 2 1/B I
1 35/64 1 6GA 1.J75' 1.375'
WIDTH VARIES FROM 4 7/8"TO 12 1/4". DOOR CHANNEL DOOR SWEEP 4.875' 4.. 5' 1
5 3/4- FRAME SHOWN. 20GA d e g
TOP CAP a51'
JAMB PROFILE asl
1.938° 1.938'
0.105 6 Imo-3/4
—127/64 1/8 I �0
i 5 WIDTH VARIES FROM 4 7/8" TO 12 1/4". WIDTH VARIES FROM 4 7/8' TO 12 1/4". m
5 3/4 1 45/64 9/16 17 4 7/8" FRAME SHOWN. 4 7/8" FRAME SHOWN. ()
Z
6063 ALUMINUM �- 5/16
T �-- — r
JAMB WEATHERSTRIPPING
18GA 18GA DRYWALL FRAME MASONRY FRAME o z
THRESHOLD (0.105" THICKNESS) BOTTOM DOOR SKIN w =
TOP DOOR SKIN J
H U •aa
i38' c
HINGE REINFORCEMENT(4) MASONS NOTE:COMBINATION ANCHORS za Li>If nP ry
USEDD AS A STEEL - I
ANCHOR STUD ANCHOR � z p Q o 0
MAX./3/4"MIN Avuloq 5 5-3//'JAMB WIDTH ONLY < > m
1 �+' 10, REMOVE NAILING
IINO STRAPS U r Iw m
MIN. Q INSIDE BREAK-Off J a Z LL=
CREASE-2-1/2'STUD J w Z
OUTSIDE BREAK-OFF
CREASE-3-5/8-STUD
NOTE:WIRE ANCHORS LAY 0
HORIZONTALLY,
LODGED BETWEEN
THE RABBEL MO
11 ME BACKBEND
FOAM CORE. WIRE ANCHOR COMBINED ANCHOR
Q ____—_-_FREZ
DENSIIY'_0�733_LB/�T' AT EVERY BLOCK CELL _ _ ALZ4"O.C-MAx
-- - -.. MASONRY-CONSTRUCTION._LOCK REINFORCEMENT PUNCH&DIMPLE ANCHORING
MIN.2RESISTANCEOR PROJECTIONWELDS EACH ENDPIPE AND STRAP ANCHOR
eHESIVE APPLIED IN CROSSED
TTERN PRIOR TO SPREADING.CURE EP882 PART A&B NOTE:}/8.0 HOLE IS PROVIDED THROUGH FRAMEI STOP'�._ _` PLY-PER-27SPE. _ _.. - "1.� PLEIR RECEIVEA NCHOR BOLTS. �yIDIMPLETORECEIVE ANCHOR BOL75. F 900— 2I/2"NAX./ I-1/4"MIN. O O PIPE AND STRAP ANCHOR `\```�\1111IfTiAA, o
AH.
DOOR LEAF BOTH SIDES L JJ y AT 24'O.C. MAX. 1a� "
ASSEMBLY EXISTING MASONRY CONSTRUCTION
BUTTERFLY ANCHOR No.70592
MAX.2"/MIN 3/4"-I AT 24"O.C.MAX.
SPOT WELD,EACH SIDE, EACH CHANNEL. •'.�� ~\•,(°;` O
WELD 1-1/2"FROM EDGE, SPACED 3"APART, (� g( OP w�` drowtn13 DO.
TIOGA/SPARTAN SERIES SINGLE STEEL DOOR SYSTEM i�S�'•.°COR\OT.•' :
��. 15-35L
AL1�`�`�`\ sheet 9 of 9