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Submittal Item:SPS 081000-002.0 PD: Fiberglass' Door Product Approval
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Code Version 2014 FL ALL
Application Type ALL Pr duct Manufacturer Corrim Company
Category ALL Su category ALL
Application Status ALL Co nuance Method ALL.
Quality Assurance Entity. ALL ;Q at tyAssurance Entity Contract Expired ALL
Product Model, Number or. Name ALL Pr duct Description ALL.
Approved for use in'HVHZ ALL A proved for use outside HVHZ ALL
Impact Resistant, ALL D sign Pressure ALL
Other ALL
Search" Results - Apptications .
mme
Manufacturer
Validated By
Ata uc
FL12574-R2
Revision
Corrim to
Jorge A. Pomerantz, P.E.
Approved
History
S
Category: Wind4e�d
(954)'394-8521
Subcategory: F
FL14311-R2
Revision
Corrim Companyy I :"
Category: Exteri r Doors
Jorge A: Pomerantz, P.
(954) 39476521
Approved
NiSiON
*Apd b DBP
Subcategory. ErInging Exterior Door Assemblies
Pro Y R Approvals by DBPR shall be reviewed and ratified by the FOC and/orthe Commission, ;necessary.
.. ..
Contact la a - 323 Phone:850-487.1824
M
The State of Florida is an AA/EEO employee G r -20 State of Florida. ;; a e :: Accessibility p men Refund Statement
Under Florida law, em ll addresses are public ie rds. It you�do:ri6t want your e•.riiail address released In response to a public -records request, do not send '
electronic mail to this entity. Instead, contact the trice by phone -or by traditional mall. If you have any questions, please contact 850.487.139S. -Pursuant to
Section 455.275(1), Florida Statutes, effective OcbD or
1, 2012, licensees licensed under Chapter 4SS, FS.. must provide the Department with an email address it
they have one: The emails provided nray.be used r official communication with the licensee. However email addresses are public record. Ifyou do not wish to
supply a personal address, please provide the Depa ent.with an email address which canbe made available to the public To determine If you are a licensee under
Chapter 455, P.S., please dick re .
.. = Product Approval. Accepts: , . .. .. .. . .
`I Revidwid 0 Fanl(sh as Corrected;
0 Rejected D Revise and Resubmit shr tr cell rxirs - '
0 Submit Specified Item
This review is-agr for tufaal tealtlln11M With the deslpl corroam am ttlle ;
inforrtittiogtfverrinthe0orgtiuctitin0oaalwib.delctiorgorcannietBamfOtiaa .
tlrcshopdnwitrpdwlrytAbrevkwdeeolteikvetliegntflttaboarcampllarlce .
vdlhthetpuitenMntsotlnapllnSrvidspecMcatlanandapplkebNlaes,�alpaild .: _ .. .
retina���a.Reritw,piesptcieettun:MprgtlncMrdetMewderraiembtyalrrblett ..: ... : .
andtmneeeomattheCTheeadraimaionth tputi iEtrl *tothWeaMfmrd
and Cardtle0 at the pbslte: Information that pntairls eokly to the tabkxalon '
proodles or. tp'the "meals. methods, techniques, eeTJMM sad Voee0uiis of r.
construction;cowdinationofthe Workwlththat olapatharUbeiand performurj
all Work Ina nfe and satisfactory mamler.
PEACOCK + LEWIS .
ARCHITECTS AND. PLANNERS; LLC
Date .
Digitally
ea n.�� gn
sied by. S: -Proctor Constructldn Co
�,,\Sean SAN
This is to cergry thet this subMtist has been:gheeked kr:ecetiracy,
t Date: cdmpietenessandeompllanceiAththeCantractDocumants.This
u ti does not relieve rhosubcontractorslvendorotcomptyingendcoot
' 2016 03 16 eatingwlththeContmctDocumonts:
'j _ Michael O'Neill By
14 53:08 3/4116 08te
04t00t
U;.' � 081000 '
ticaUon
http://www.floridabuilding.org/pr/pr app i st.aspx 2/23/2016
FIBERGLASS OUTSWING DOOR
LARGE AND SMALL MISSILE IMPACT RESISTANT
100- MAX FRAME WIDTH (F.W.)
—94 3/4• MAX D.L.O.—
6" MAX .� � 6" MAX
6" VAX (TYP.)
(TYP.) 6' MAX
(TIP.)
`0 A. B
M d 3D n
6' TO TOP N.
CLOSER
m
o
t•a
'ACTIVE
�O
F
a
INACTIVE
1
E
N
o
a
x
DEADBOLT
343/4".MAX
34 3/4` MAX /
OLD
2S 26
27 28
—
— —L0,:K z7 za
1'-3" TO TOP
- HINGEI.
.
OF HWGE
6
_
HINGE..
...
SURFACc
SOLT'
6°MAXI
I_
,
(TYP-)
ttt"""tit
23
THRESHQU)
4713/16- MAX DOOR
REQUIRED
-
PANEL WIDTH,TYP.
PER ANCHOR SCHEDULE
ERANCHO SCHEDULE
LE
1
DOUBLE
DOOR
WITH TRANSOM
.
0,
1/2, - P-0"
EXTERIORI ELEV
`OFAryIRED PPR R
ANCHOR SCHEDULE
SF,§-$l -
uZir�r
c0 8
ppW 3
-10W
N O 8
z ci t-
O y o 0 V) ....,
poi<
PER m ,gla Q
0 ' iii w
.. TYPICAL ALLEIDES. — -�—x- — D- —.
(TMn)c 2 DOUBLE DOOR WITH:-SIDELITE.. a
JJJ GENERAL NOTES. 1 EXTERIOR ELEV
I
I G` PT, 1, THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BURRING CODE,
TTT (TYP•) FOR USE 1Yj7}t1IJ AND OUTSME7HE HIGH VELOCITi HURRICANE I()M SINGLE DQOR SYSIEM1fS HAVE BEEN TESTED PER ASl'M E330,
E283, E311, E1886, E7996, AND TAS 201, 202 AND 203 STANDARDS. IIOUeLE ODOR SYSTEMS HAVE BEEN TESTED PER,ASTM F330,
E1886, E1996, AND TAS 201, 102 AND 203 STANDARDS. u if qg
2. NO 33-1/3%'INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION ggqq9
FACTOR Cd-1.6 HAS BEEN USED FOR WOOD ANCFIOR DESIGN: n x
3. POSITIVE AND NEGATIV9 DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DEIEIVd WED BY OTHERS -
ON A JOB -SPECIFIC BASIS IN ACCORDANCE 1V1TH THE GOVCRWNG LADE.
4. ALL ANCHORS SHALL Be SAE GRADE 5 MINIMUM, CADMIUM -PLATED OR OTHERWISE PROTECTED WITH CORROSION -RESISTANT
MATERIAL UNLESS OTHERWISE NOTED.
S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES ROT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE a}�
b CO DETAILED HEREIN A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL
ANCHORS PER
ANCHOR
SCHCDULE
ANCHORS PER
ANCHOR
SCHEDULE ..
TYPICAL ALL S
LLOWABLE DESIGN PRESSURES
CONFIGURATION
DOOR
PANEL
HEIGHT
WHERE WATER INFILTRATION
REQUIREMENT IS REQUIRED
WHERE WATER INFILTRATION
REQUIREMENT I$ NOT REQUIRED
Sul
170.0 PSF
170.0 PSF
SINGLE DOOR
80,
170.0 PSF
170.0 PSF
OPAQUE DOUBLE
96,
NOTAPPRQVED '
_170.OPSF
DOORS
_
80"
_
NOTAPPROVED
±70.0PSF
_
GLAZED DOUBLE
U6"
NOTAPPROVED
146.E PSF
DOORS
80
'NOTAPPROVED
*60.1 PSF
r
12b" MAX FRAME WIDTH (F,W.)
_
b' MAX
2 - 3 6' MAX
. .. (TYP.)
b
-
nO
30
ftFACE 3B
CLOSER
OLT CLOSER
A
1
S
a0
x
A.
£ �
ACTIVE
INACTIVE!
E
m•
35
O
a m
n
DFADBOLT
za
a' Max
34 3/4• MAX
.. .
,Lo.
D.LA:
.?'
31 zs 16
...
6
COCK 27 20
���OOAfT
NTINU us
w
..
-
�'2IEJR2ArE
CONTINUOUS
HINGE SHOWN"
\/%•
HINGE SHOWN
30 ...
.
/f.
SILRFACE
BOLT
CAL'SPAC-LNG—
THRESHOLD
`ANC}IOR5
.
TEDIILE, PER ANCHORSCHEDI/LE,
IDES
—a71R"-MAX DQOR
PANIC VIIDTH TYP
ANCHOR .
SCNEDUCE
CONDt1T NS DIFFERENT FROM THE NDIrIONS
PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT.
6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED IAADS. WOOD '
�
K'
BUCKS OTHERS) SIUILL 0E ANCHORED PROPERLY TO TRAT.dSFER LOAD$ TO 7HS L705RNG STRUCRIRE.
(BY
7. PRODUC,TS 5H05YN HEREIN ARE LARGE MISSILE IPIPACT RESISTANT ANtl. DO NOT REQUIRE IMPACT RESTSTANTSHUTTERS.
oorm+clBa+Nt[amlaewaEss
144937
B. EXTERIOR S[liM OF FRAME CORNERS SHALL BE SEALEp \Yt7H SILICONE,
9. PLASTIC COMPONENTS USED WITHIN THE HVHZ MUST MEET ALL APPLICABLE FIRE(SMOKE/W PERFORMANCE REQUIREMENTS
i
ASS
SCALe:
10. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISST[j]LAR MATERTALS TO PREVENT ELECTROLYSIS.
PnaE oe6cMMON:
11. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF Tti1.5 SPECIFICA110N.13Y
CONTRACTOR,et,al:.INDEMNIFIES&SAVESHARML85S7HISENGINEERFOR ALLCOSi'&OAMAGESINRJJDINGLEGALFEES&.
APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION,.& CDNSTRUCITON PRACTICES BEYOND. THAT WHICH
Pv�
IS CALLED FOR BY LOCAL, STATE, &FEDERAL CODES &FROM DETl1ATIONS OP ii1I5 PLAN.
12. EXCEPT AS EkPRESSLYPROVIDED HER¢N, NO ADDITIONAL CEATIFICA'RONS
OR AFFIRMATIONS ARE INTENDED,
13. ALTERATIONS, ADDITIONS; HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE
-
L
THIS CERTIFICATION. -
ENNAAPO, P.E. i
ny
S2" MAX FRAME 62' MAX FRAME d n
.. .. WIDTH (F.W.) . ... WIDTH (F.W.). .. - • :: .
100' MAX FRAME WIDTH (F.W) REQUIRED
ANCHORS REQUIRED
ANCHORS S
AT _ AT
_. ., HEAl1EROF 6 u HEAOEROF CLOS p biz
It
. .. 6,1 .. 38 .. 3 0 ...".THRESHOLD:' ..MAX. 7H ESHOLD... 06"TO TOP {TYP,) t1,OS1R FACE {TYPOF HINGE -��/�3
LT - .. 6° 19AX _ ..
.. - 5`D.L:O..
. WIDTH 1 34 3/4"
of - AX D.L. Nm W
... ... .. ..... .. CL o K
3 O°
/ o n a .,9
PR
O. CLOSER o \\ m o o o
J�$ Q��2uj
O
... ..... �Fz1
ib-
w �
Q v
'up O ri �Fm
t GI aU N
xs�c HX.. 'j .. ... .....•� ..0 o•... 37. �a.D — / .. _ a ....1 p H�
2-1
36 o • - �. OEAOBOLT s
z� ¢ 39 3/4" DFADBOLT o i
o
MAX D.L.Q.
o,
{' o ACTIVE INACTIVE _ o�clr::. , u. N X , Y6 .. .. Z
25 6 3 a25 26 ; LOCK 27 - E m 27 28
2 ✓ f1 o
m 27 28 ... LOCI( 27 76 ." - - Q C7t. HINGE
.. SO
�' 1' 3' TO TOP HINGE -
r HINGE .. ! ANCHORS P 6" MAX ORS y o
$ OF HINGE / ANCHOR NCR n;s
. SCHEDULE .... - .
..+ BOLT .. _ - _ _ .N .< . .
S LE .
w
MAX'TYPICAL $PACING ' - r� THRESHOLD THRESHOLD' O w
MAX 7YPICALSPACING MAXTYPICAL SPACING . o
PER ANCHOR SCHEDULE, -}•--� `A-47
_ PER ANCHOR SCHEDULE, 47 3J4" P1AX DOOR' 47 314" MAX DOOR' x
I TYPICAL ALL SIDES. . 23 .... .. p I PER ANCHOR 5CHMAILE, .. a .....
TYPICAL q!L SIOES. ANFL W PTH. TYP. WIDTH, TYP. .. ..
THRESHOLD TYpJCAt-Ati51DES. LL
13116' MAX'DOOR ANCHOR$ PER SEE ELEVATION;1/2 FOR•HINGE SEE ELEVATION 112 FOR HINGEREQUIRED C1.U57ER OFANCHORSANCHOR ... OFFSET FROM TOP &BOTTOM - OFFSET FROM TQP @. BO7TQM S Q
PER ANCHOR SCHEOULE PANEL WIDTH, TYP: SCHEAUJ-E. AND TYPIl;AL SPACING " - 'AND TYPICAL SPACING "
9
�.
1 TYPICAL DOUBLE DOOR 2 TYPICAL FIRE DOOR .: ' s TYPICAL SINGLE DOOR • `s
2 1/2" = 1'-0° EXTERIOR ELEV 2 112" n 1'=0" EXTERIOR ELN Z : 1/2' _ .]'-0° EXTERIOR ET.EV ¢
8
a
IN
. amiEcxrExG�wroEzar�ss
14-1937
PAGE P€sCRTITION•
... .. .. .. .. ..
.. �: ..
j
FRANi(t. BENNA0.00 �.
t �P9JGL9ts1
*NorE: ALL JAMB opnons SHOWN
`.+v+v�. EXISTING _..• tt
1N OEiAIL 1/3 NAY BE USED
$
3NTERCHANGEABLYFOR "CONO YHO
ETEOR ..
TRANSOM/SIDELIGHTJAMBS OR... MAS NR ..
SILLS, SEE DETAIL 1/4 FOR HEADER :
OPTIONS �SIRUC'[URE _ _ * • �
f J
\`\\ O-
����ti+ , *ALT. 'TRANSOM FRAME *ALT. OPTI7RAON sal
�:.
.. .. 1 i`
OPTION 92
EXISTING I/4" 114 J lldu o
CONCRETE OR T •� MAX.i
MASONRY HOST
o
rs„IM' w W
STRUCTURE 1
Wir
:.. _ ..... MAX D.L.Q. 1 .
OUR. .
EXTERIOR . _ y JAMB ANCHORS
-�.( .•, �.
0
.. EXISTING ELEVATION)
. PERSCHEOUIE
HOST : (SEE
' STRUCTURE r—'- -- -100° MAX FRAME WIDTH (F.W.) .. m O
(I)TYPICAL TRANSOM z V o- a
3 2" � T-0'� HORIZ SECTION . . ao'�'"'39a !
O
boo 0.U.
` s �� �\ — ---
I
t
E
... ... CON RETE OR
MASONRYHOST
ALT. DOOR 3AMB ALT. DOORJAMB
PTION 42 ORTfON o3 $x ~I� E I
CONCRETE OR, \\. X Q - . .. ... . .
MASONRY HOST I/4" SAAX: - 1141MAX.
,• _ ..
STRUCTURE SHIM 1r 8 � � ; 8 SHIM
�� xx
JAMB ANCHORS
INTERIOR (\ PER SCHED LE .. R 9
.. ... _ ..
5 343/q° ��� (SEEELEVA710N)
EXISTING .... '�'�• 5.. t 6 "MAX D.L.O. : 6
. HOST
STRUCTURE, - - .. STRUCTURE OOPtRL'FQtxcRIEEWht7E�PAE6S ..
.2°.
7 Sig-
1/8 A713/lfi" MAX PANEL V1'IDT5 5/� - S/$"
. 29/�2"'• j 5 29/32"--38" 5 29I32 T PAGE D
29/32°• /26'. 6°�-5 ---{ 47 131161 MAX PANEL WIDTH
65CRiPrtON:
ALTERNATE 'EXTERIOR
CONTINUOUS --•-•-• -100" MAX FRAME WIDTH (F.W.)-
HiNGESH0IYN
TYPICAL DOUBLE DOOR___ �5J5
i 3 2" « 1'-0' HOR« 1'-0• HORIZ SECI14N ... i
E
SMAX
HIM Ij-. B
' u4MAX.to "�
S/Q° 5/Q". .. SEEDETAiL7✓3FOR:`�• r�
.. .. .. ..
SHIM OWN
... � 22 3/4°- INTERIOR Q �` � L
. MAX D.L.O. ' \\ \` JAMB
2 � � . ' ' � / "'JAMB oPITonS q '
'34 3!4° I 1 8° 1 � .,` .. - . �� .ifi Pl• `� . .
O 4 MAX
ANCHORS PER ANCHOR _ 4
SCHEDU �ti,, .. I 6 .6 S .. 5 4
.. -. .. EXISTING w
dQ" 2° .STRUCTURE <m 0
SEE DETAIL 1/3 FOR. 5 3/4"---36°— S 3/4° - - - w `
ALTERNATE. 471/2 MAX.DOOR PANEL WIDTH 471l2" MAX DOOR PANEL 1VID - Y 3
SIDCLIGHT/1'RANSOMJAMB 2" '-. .: .7/16" ..-. EXTERIOR .. 7/1.
OPTIONS I• lh .
.. 126" MAX FRAME WIDTH (F.W.) .. c w of .. y
1 TYPICAL DOUBLE DOOR:W/ SIDELIGHT
I 5 2'=1'-0" HORIZSECTION
1 ANCHORS AT HEAD AS .. .
,. EXISTING .. RE U1RED Nay' / ' �,_
Fu
.EXISTING .... CONCRfT� OR .. SCHEDULE (SEE ELEVATIONEXIS"� � ���ff�:� � •':; %� .. .. m � � � . .
CONCRETE OR- ` �.: EXISTING
'iii . " i CONCRETE OR MASONRY . /' %'� �'.: i' i �/� //''fi f y.
2/4" ;:•/'�i' %%��f MASONRY . HOST t //��: EXISTU��,a�i,�!'f ���� f%/ MASONRY . .� %mil f ��f HDSF,. - .. . (,} i
MAX. r., � / • !.. .. �'' fry' HOST;'' �!% :''-v7 ? STRUCTURE \t �\,�; �) .y t
SHtM .•:'J5i'%;'i J, > HOST :.STRUCTURE .� ,'-;?...STRUCTURE%: 1/%%
STRUCTURE /, /_l`' ^a
MAX, O $ a
SHIM ky .,.; °•, QCi q
...,. ,,.. IQ
- 7 S INNER.nQ. G .. ..
7
01 { L¢ a � w
i
LINER
SEE DETAIL 114 ... ., 4 .. _ 4. 4 - .0 . .
METAL STUD
2 -
ALR°. DOOR FRA47E ... ALT. DOORFRAME ... .' .. O y�J
FORAL7ERNATS 1 - 2:i c iri °a
SIDELIGHT/HEADER - 4 m
OPTIONS . .... .. .. .. *.ALT. DOOR FRAME o -
. PTIO ON#1, ION t?2
° S
A;Z
W
INTERIOR
N z
.. w N EXTERIOR ,. .:fu _ INTERIOR.W'�+--i
5 OPTION 93 (EXPANDED)
.�£ ... E RIO
.g - ^`mN9�LT'DOOR FRAME OPTION 43 U-
, (EXp ') IS APPLICABLI�FOP HEADER o
w • : .. .. x 1 _ NOTE- 1V0 THRESHOLD OR IfJ5TALLAYfONS ONLY. ALL OTHER DOOR
5/Q°
DL ; - REQUIRED FRAME OPTIONS:MAYBE USEI1 - .
x p z iv : fig FORSING -DOOR INTERCHANGEABLY F DER, JAMB AND _
w INSTALLATIONS THRESHOLD INSTALLATIONS AS FIELD -
:_.. CONDITIoNSOICTATE.
H
SEE DETAIL 114 FOR
ALTERNATE
0 f!`jj
SIDELIGHT/SILL
OPTIONS. I �`
EXPANDED
TRANSOM FRAME
� SI.
OPTION 93 NOT Q 5/Q" .
APPLICABLE FO.R .,� 2 ANCHORS AT THRESHOLD AS - - - .. .. .WflAtCNTFAC-0weigemm
SILL INSTALLATION REQUIFtED ANCHORS PER ANCHOR 0N5• ... - .. .. 14-1937 .
.,".,�-' �I,' , V EXISTING
O CRETE OR SCHEDULE Pao DESCRP'n093 .
. MAX :; : ,. llf l .% %' ` �—MASONRY . .EDGE
,
SHIM
.;'Jf J �•• ' HOST- EDGE DISf: '•J� DIST. ... - - .. ..
i
STRUCTURE '
z TYPICAL SIDELIGHT EXISTING EMBED. 3 TYPICAL DOOR
.. HOST
- STRUCTURE .. . '� � � � $ ,2•.= 1`-p° VERTSECTION
... McNLr
�firyi�tDp''.�'
. • SEE DETAIL FOR
�EJ�✓ ..
.. .. .. ALTERNATE DOOR ..
'1/4' MAX. w 1416 OPTIONS li4, m,*L
SHIM B B SHIM A
" �oX
mm
JAM ANCHORS �i,.. r1pp U
.. T TNTEWDR \�< .PERSHEDUL£ .. .. .. ,Z•cp;,S ..
.. 5(SEE—MrION). ..... •. +}y� jV n
.. .. W yc
EXISTING i 4 1 6•MAX D.L.O.
�Q S. �i •-� I,rN aQ 6a .
.. .. L:f =
HOST •� p EXISTING HOST NO ANCHORS EXISTING HOST rnyy m g UJ u
.. STRUCTURE .. STRUCTURE STRUCTURE -
d 4 ` REQUIRED HORS WWW 'i
� q
1/MAX
8" 5 7/e°°—•�---5 7/8' 1/B, SHIM � � w ��+
447 3/4" 1•fAX PANEL
4 .6X.TEftIOR .. .. .. ;
? .. ... • 48" MAX INSIDE FRAFSE Wif)TH • .. .. •i .. n
p� $2' MAX FRAME WIDTH (F.SV-) E N V
..5 . ... .. - . HEADER AN HORS RE( UIRED . .. : 'J .... .•��. -
s TYPICAL GLAZED SINGLE DOOR
'. FOR SINGLE -DOOR'
6 2`A 1'-O° -HORUSECTION .INSTALLATIONS a .. o
T
1/4" MAX..HIM . 52' MAX FRAME WIDTH (F W.)--•� . 1/4°.MA7C. SHIMUZ
Q. c
... ....... '1. �.. TNWR10R N
Exii atog
4
z 2° " ,r r S a p of
1-4 th
zz
.NHORS�
ANCHOR SCH
4 ..� \w� i .. .. .. .. I,�•f/ ANCHORS PER Q
1
_ .. .. _ ..
..... ! r.IANCHDR SCFLEPUCE
51
51 ..i5
t (t 98
STRIl Q 1 1 4>I r '/. /�rr`''�r •.i"� .f fry o m . @
sg@
.. T .��.. .. /. ORISTING CON
CRETE ASOMRY HOST : ' : ' 'STR REQUSREO • a •' , e
v
15
.. EXI4 TING
HOST
.. , UCTUAE' : " NO ANCHORS
STRUCTURE ATTNRESHOLD
is
25 r
EXTERIOR 3 TYPICAL FIRE SINGLE DOOR
1IPoS
.. .. 47 1/4" MAX .. . .
1/8".. � 6° =�'I'-0° .. vERT SECT10ry ; � I
PANEL WIDTH .... .
... _ .. _ . 14.=i�937
48" MAX INSIDE PRAME WIDTH PACEPPSCRIM- 0R,
r
z TYPICAL FIRE SINGLE. DOOR
.. T
6 6" = r HORta SE N
O
i.
man
�rs�'�.
6�a M
.. - .. -
m � 5 ST ems'~ _
f
W 39�3��
,. .teaW,
6" .
.. .. .. ..
..... 3/�LAMINATED GLASS � .. ... � . DOW §955IUCONE WI' � ..� .Ya"WIREGLASS ........
. - q SEE OPTIONS BELOW). ). '/a MIN• SIIICONE B17E
..3/18° LAMINATED GLASS _ f t .. 0.25° T R OR .
3f16" LAMINATED GLASS -IS`,I
.. .. (SEE OP 1149 BELOW) .. (SEE OPTIONS BELOW). .. M * §50 VHB' . ..EXTE.. INTERIOR - 0.2S' : .MW. .. .. •' ..
EXTERIOR .INTERIOR N APE 7 .. _ 3M 94950 VHB - EXTH2i0R ..... m ,
GT
EXTERIOR i0 3NiER,OR ... G TAPE RUN1ESYSIEM N1 ' a
10 3M ;?4950 VHB - ME?L5TAMP&G,J4 V
.. GLAZINGTAPE - -1....-
3. .. , .. 37 . GLAZING AP ..
G N
1 3/BITE
3/8' MIN. _ I 8F MEN. 3M 84959 VHB. N
n 3/B" MIN. GLASS BITE 3/8" MIN.. #BXI$T PHIL IIPS ��3 G[AZINGTAPE y"`
S GLASS BITE .... .. Z
12 13 i4 Il%d'MAXONCENCER. - :� A a LL zgg
35
GLASS SITE
' :. .. .
z 47 DOW 995 .. _ I5 o
- DOLV 95 ., .. - .. .. ..SILiGON<: CAULK SDSCON£
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�, ... 47 DOW 995 SILICONE CAULK I5 CAULK. 1S V" o .N
15
a RRE�DC?RAZI GLNG E C D TAI
.. ' GLAZING TYPES: ' . FOR U YNITH FIRE AND GLAUN C . .
3/W H.S. / 0.090', SbLUTIA SAFLEX On INTERLAYER / 3/16" H.S. .pr
SE'ONL DOOR - GTYPEV 'L�" ;
�/16' H.S. / 0.075" OLDCASTLE GLASS $TORMGLASS INTERLAYER / 2/16' H.S.
.... ..
Q ix WIRE GLASS W/ 3/0" EXTERIOR LEXAN (FOR U$6 ONLY WITH FIRE DOOR)
1 TYPICAL GLAZING DETAILS
... 7 N.T.S.' VERTSECTION
g '
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:
3
ae
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S
.. ... .. 14.1937
PACE VESCUPnON
SCAM -
f
MAXIMUM TYPICAL SPACING
MINIMUM ANCHOR CLUSTERS' .
AT HEAD.WI
IXTENDED FRAME
ATHFADWALL
OTHER FRAMES'
tLT
J M83
AT,
THRESHOLD•
CENTER OF OOUDIE ODOR
_.
CENTER OF DOUBLE
DOORAT HEAD W/
TTRANSOA
PR I
OR SIOLH.ITE'
CENTEROF
O011pLE.DOOR
SUBSTRATE
ANCHOR,
.,
AT HEAD WlEXTENOED
PA( RT1rii•.
-�—
ALL OTHER FRAMES
.FFAME(PARTB21
NA LL10N:
ATTHRESHOLD
114'1TWTAPOONSTBROUGH
WOOD BUCKS OR DIRECTLY INTO.
10.C'
..
CLUSTEROF 0)
QWSTEROF
.
CLUSTER OF
MASONRY/CONCRETEVM 1-1l4'
NIA
18"O.G MAX
, OR.
lva.C.MAX
NIA -
ANCNOR(I.SPACEDS'
ANCHORS
0)ANCHORS
..
MVNR4UM EM8FJ)MENTAND 2-)@'
61AX'.
... -
.....
9
.
I'ANIMUM EDGE DISTANCE
-
O.C.
O.C.
GN6'lTW TAPCONSTNROUGH
HOLLOW
WOOD BUCKS OR OIRECTIY INTO
16'
""
CLUSTEROF(6)
'CLUSTER OF
01U9TEROF
S
CLUSLER,OF
CONCRETE
MASONR,YICOHCRETE.WaH I-?)4".
-6UNIMUM
16"O.C, MAK
16°O.G MAX
O.Q.
16'0.0.MAX
ANCHORS SPACED
ANCHORS SPACER
S)ANPHOPACED3
9PACEDORS
OLOCKOR
BABEDMENTAND 4'
MAX
".
3-V*O-C.
33/4^O.G
CONCRETE
MINIAIUMEDGEDISTANCF, .
.
...
'r MASONRYANCI(OR
..
24'O.C; MAX
....
24' O.O. MAX.
24"'
QC.
NIA
. -(2)ANCHORSAT
CENTER SPACED le:
(2)ANCHORSAT
' CENTER SPADED 4
(2)ANCHORS'
DAT
.
NIA
MAX
O.0
O.C.
MULLION
SPACED B"O.O
..
.
TINR(EMlSONRYANCHOR
24.O.C.MAX:
24"O.C. MAX
24"
OC.
...
WA
.....
(1)ANCHORAT CENTER
...
(1)ANCHORAT
CENTER
(1).ANCHOR
CEWEQEDAT
'
N/A
.M
µGLUON
...
KI4W000.SCREINWmll-'IPY
'.:.:.
..
10.51.
...
..
CLUSTER OF
CLUBTEROF
CLUSTER OF
MINIMUM THREAD PENETRATION
KA
16'O.C.AYV(
O.C.
1W O,Lt MAX
WA
ANCHORS
(6)ANC1fORS
(6)ANOHORS
WOOD SUCKOR'
AND 3/4"MRJINIUM EDGE DISTANCE
..
MAX
..
..
SPACE030.C.-
SPACEDWO.C.
SPACFDWO.C.
{ G OT65 AUNVdUMk
820 WOOD SCRENi4YITF12' :
16"O.C. MAX.
16"O.C. MAX
: '14'
D.C.
16'U.C. MAX
CLUSTER OF (6)
CLUSTER OF R
CLUSTER OF
CLUSTFROF
MINR4UMT!iREADPENETRATION
AND SIT Ic9NIMUM EDGE DISTANCE
.
.MAX
ANCHORS
SPACE03'O.C_
-ANCHORS
SPACEDS'O.C.
WANCHORS
SPAOM.WO.C.
(*ANCHOR$
SPACEDB'O.G.
ANCHOR !VOTES:
R VATIFOR ON ANCHOR LOCATIS-ANDIOR SPACING.
' 1: USE IN CONJUNCTION WITH EXTERIOR ELEVATIONS
.. ..... .. .
MANUFACTURERS RECAMMENDATIONS.Ya"fAPCONS
jf
• 2, ANCHORS SHALL BEiNSFALLED IN ACCORDANCE WITH
. SHALL BESTAINLESS STEEL ONLY. aj8a
3, WHERE ANCHOn FASTEN TO NARROW FACE OF STUD FRAMING, ANCHOR SHALL, BE LOCATED IN CENTER OF
.. .. _ NOMINAL 2x (MIN) WOOD STUD (Lg.9/4" EDGE DISTANCE IS ACCEPTABLE FOR:ANGHQRS TO WOOD FRAMING)..... •
i
9
4, k-IOOp 1IGST STRUCMRE BF LL BE'SOUTHERN PINE" G=O.SS OR GREATER DENSITY.'
5: MIN94UM EMB8DMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE MINIMUM EMBEDMENTAND EDGE DISTANCE
,EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES.
6, !T". MASONRY ANC(IOR SHALL BE ASTM A36 STEEL"MINIMUM WITH MINIMUM DIMENSIONS OF.V.WIDTH AND
' THICKNESS. FEIBEDMENT SHALL BE 9" MINIMUM TO 1800 PSI MASONRY WALL MINIMUM.
' 7. WHEREEMY(NG STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. HFJA VERIFYTHAT
P. C �
FASTENS ARE INTO ADEQUATE WOOD FRAMING.MEMBERS, NOT INTO PLYWOOD-.
_
BE ANCHORED PROPERLY 1-0 FSFER TO THE OUSTING STRUCTURE.' ..
OR
. ...
�
ggj
9. ANCHORAGE WITH TAFCONS WOOD SCREWS REQUIRES USE OF BLOCKP AR7 20)S
N
' ,
,-
10. W NO ANCHORAGE IS REQUIRED AT THE HEAD OR THRESHOLD OF SINGLE DOOR INSTALLATIONS
TArr�I6HIR1cInff1mx1Lu6®S
'
... • ..
.... . -r
-
14-1937
SCALE:
PAM DE%RIARON-
.
.
0�p-
D
O .
5.750 5,750
2.63'0
2.000
o iso O DOOR FRAME
�.. 4.630 OEXPANDED
DOOR 7 4,000
5.750 FRAME_ . .
0.190 '
-^I 1.500-
3.250
10.230 1.
0,125 1500
f 1,500
ODQDR.
O UM LLTQN SU T DO SUPPQRT
TUBE
12,000 0.875
0,089
0.230
0,658
i ®EXTENDED 17 AL T GLASS
MULLION STOP
3,Bib
f' . 9.88a
2sso 0.180 J ®MODIFIED FRAME 0.1e0
'• ADJUSTABLE 2,000
DIFIED S'C IQN
�7 MO
FRAME MAIN.
SECTION . 5.750
-d L500 }-- 0.075
0.500. 2,625
0219 1.500 0.500
IO GLASS STQP
®FIRE DOOR AA 16 HOLLOW METAL DOOR
COLLARIL FRAME.
ITEM #1 PART # ITEM DESCRIPTION MANUFACTURER/NOTFS
PARTS
1
FBC-100-157-50
DOOR FRAME
FIBERGLASS
2
FBC-100-33-50
EXPgRIED DOOR FRAME
FIBERGLASS
3
F C-100-6=50
MULLION '
FIBERGLASS
4
'FBC•-100-6-50
EXTENDED MULLION.'
FIBERGLASS
5
FBC-100-17-50
DOOR SUPPORT TUBE
FIBERGLASS
6
FBC-A00-19-50
DOOR SUPPORT BAR
FIBERGLASS ~
7 "
FBC-10046-50
MODIFIED FRAME MAIN SECTION
FIBERGLASS ,•
8
FBC-100-27-50
MODIFIED FRAME ADJUSTABLE SECTION
FIBERGLASS %.
.9.
FBC-100-30-50
FIRE DOOR COLLAR
FIBERGLASS
10
FBC-100-9-50
GLASS STOP BAR :
FIBERGLASS -
12
FBC-100-7-50
HARDWARE PLATE 1875' X 525' X 8'
FIBERGLASS
13
FBG-100-7-50
HARDWARE PLATE .1075' X 7,5' X 8'
FIBERGLASS
14
FBC-100-7-50
HARDWARE PLATE .1875' X. 115' X B'
FIBERGLASS
15
FBC-10034 --50
notiR FACE SHEET .090-,I20' THICK
FIBERGLASS
16.
-
HOLLOW METAL -DOOR FRAME
CORRIM
17
-
[ALTERNATE GLASS:STOP,
IRIGM PVC .
HARDWARE
.20
-
FRP BLOCK (1.25' X 125' X .125' WOW
CORRIM
21
- _
T-STRAP'
CORRIM
22..
-
ADJUSTABLE WIRE ANCHOR.
CORRIM
23
-
ADA DOOR THRESHOLD
HAGER..0520S-
24
-
ADA DOOR THRESHOLD
HAGER #477•S
25
HINGE 4 1/2' X 4.1/2' STANDARD.
HAGER_#BB1279-
26.
--
HINGE, 4 1/2'. X '4' 1/2_HEAVY-WEI
HAGER &BB1166, . ..
27
- _
HINGE-C. INUBUS_GE.AR HEAVY WLIGI
RAYON #780-112HD
728-7
HINGE CONTINUOUS GEAR HEAVY WEIGI
ROTON #780-224HD
29'
-
LUCK SET
C12RDIN MOPTISE'#HL2051.
30
-
SURFACE BOLT LOCK.
HAGER #2751)
31
-
LJCK.SET
CORBIN #CL3651
32
-
LOCK SET
HAGER 0340
33
-
LOCK SET, RIM EXIT DEVICE
PRECISION 41100 X 39L
34"
-
LOCK SET'
HAGER #3500
35
-
DEAD BOLT
CORBIN 1113013
36
-
DEAD -BOLT
HAGER #3100
37
" -
DEAD BOLT
SCHLAGE:#2660P
DOOR CLOSER "'
HAGER 5100
SEALS 6 SEALANTS
JAMB.WEATHERSTRIPPING
HAGER #891S
PRESS-ONWEATHERSTRIPPING
HAGER B726S
fl
-
ASTRAGAL WEATHERSTRIPPINGHAGER4875S
-
PRESS-IIN WEATHERSTRIPPING
HAGER .0725S
FASTENERS
47
-
NO. 6 X 3/4' SS, FH SMS
1 1/2' FROM CORNERS
TO 6' O.C,,
48
NO. 12-�24 X 1-1/4' S.S. FH SCREW 14
PER HINGE LEAF
MISCELLANEOUS ITEMS
50 1
FBC-10D-36-50
BALSA WOW FILLER.
auoFoa ao n
NuD
z
z r'rm§ W $
W
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u
o OaK A
:ap�LLF� l
f. g -: c'y
Q 'd:
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C,
is, ra0
0' a 5
z.
51 1 FBC-100 37-50 IMINERAL CORE FIRE DOOR FILLER - .
cmrwcxrox��vcow+�ss I
14-1937 t
SCALE_
.. PAGE �FSCRIpi[ONt
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