HomeMy WebLinkAboutSET UP-INSTALLATIONGENERAL NOTES:
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yNOIR.
�OT�)'PE GI (SUOISiRATE)NG E FRAME TO OPENING FASTENER TYPE IMEMBm IEDGEMINIMUM
T.I
A MIN, 2X5 WOOD FRAME 01 BUCK N0. 14 SIAS OR WOOD SCREW 1 1/4- 3/4'
(MIN. DR. 3 & GA0.55)
(1) CONCRETE SCREWS SHALL BE ELCO ULTRACONS, ELCO CRETE-FLEX, ITW RAMSET/RED HEAD
TAPCONS OR HILT] KWIK-CON R (HARDENED STEEL OR S.S.).
(2) WEDGE/SLEEVE ANCHORS SHALL BE RAMSET/RED HEAD DYNASOLT. HILR KWIK-BOLT 3. OR
POWERS RAWL POWER DOLT (STEEL OR S.S.)
(3) ANCHOR TYPE i- IS ONLY APPUCABLE FOR USE WITH THE SILL ANCHOR BLOCK AT THE
VERHCAL DOOR MULLION BOTTOM END.
FOR MAX. DLO. WIDTH,
SEE GLASS PRESSURE —
TABLE ON SHEET 2.
2 1/2--
j
1-2 1/2- B
0
SCANNED
BY
St. Lucie County
FOR MAX. D.LO. WIDTH, �1I IF�FOR MAX. O.LO. WIDTHSEE CLASS , I I
TABLE ON SHEET I SEE TABLE ON SHEET02.E — r 1/2'
1/2'
/I
®
H1
2
I /
[
FRAME SCREWS OR
STRAP ANCHORS
ONLY REQUIRED AT
SIDE JAMBS WHENOVERALLEI
EXCEEDS BS' (T0 I
EXCEEDS UNR TO I
PLACED AT MI)
OF 510E JAMB),
USE OF SECTKIN A/4
SHAll UMR RIE
ALLO'NABLE
PRESSURE ON THE
EMIRE UNR TO
+/-fi5 PSF MA%.
II
II
D
m
2 1/2. 1
NI �21/2-
II 1O.C/M.)
.. i -
3"
..
3"
-
3'
3'
-
4'
1 1/2' 1 1/2-
1 1/2' 1 1/2'
3"
GLASS GLASS
GLASS IYP. FRAME OR STRAP ANCHOR
CENTERUNE CENTERUNE CENTERUNE SCREWS WHERE SHOWN FOR
OPENING TYPE A C. D OR E.
EXTERIOR ELEVATION
SEE 'FRAME ANCHOR
MULTIPLE FIXED PANEL STORE FRONT ASSEMBLY
REQUIREMENTS TABLE' ON THIS
(WHEN ANCHORED TO WOOD. METAL STUD, CONCRETE OR
CMUJ SHEET FOR SCREW
SCALE: 1/ '
REQUIREMENTS (STRAP ANCHO 1
WIDTH IS UNLIMITED PROVIDING DIMENSIONS ARE NOT APPLICABLE AT SIIy1` 4
HORIZONTAL STACKING &OVERALL UNIT WIDTH
SPECIFIED ARE NOT E)OCEEDED. NUMBER OF VERTICAL PANELS IS UNLIMITED BUT P
MUST FIT INSIDE MAXIMUM UNIT HEIGHT SHOWN.
NM' CMU IS APPUCABLE ONLY AT SIDES.
or
0
0
TYP. FRAME OR STRAP -L
ANCHOR SCREYIS WHERE
SHOWN FOR OPENING TYPE
B. SEE 'FRAME ANCHOR
REOUIREMENTS TABLE• ON
THIS SHEET FOR SCREW
REQUIREMENTS (STRAP
ANCHORS ARE NOT
APPUCABLE AT SILL),
FRAME SCREWS OR
STRAP ANCHORS
ONLY REQUIRED AT
SIDE JAMBS WHEN
OVERALL UNIT HEIGHT
EXCEEDS 96' (TO BE
PLACED AT MID -SPAN
_ OF SIDE JAMB)
1 1/2J L1 1/2' 1 1/2J LI 1/2'
EXTERIOR ELEVATION
MULTIPLE FIXED PANEL STORE FROM ASSEMBLY
(WHEN ANCHORED TO STEELI
SCALE: 1/2'=1'-0'
• FOR ALL FRAMING & D.L.O. DIMENSIONS AND OTHER INFORMATION
NOT SHOWN. SEE ELEVATION ON SHEET 1.
• IF SILL IS CONCRETE, SEE ELEVATION ON SHEET 1 FOR SILL
ANCHORAGE REQUIREMENTS.
16 1/4' MAX.
O.C. (TYP.)
120
108 150 1/21 N/A 1 75.1
102
1. SEE ELEVATIONS FOR DIMENSIONING OF
LOAD WIDTH.
2. ALLOWABLE UNIT PRESSURE SHALL BE
THE LESSER OF THE PRESSURE SHOWN IN
THIS TABLE & THAT SPECIFIED FOR THE
GLASS.
3. 'N/A' DESIGNATES A SIZE NOT
APPLICABLE TO THAT REINFORCEMENT
CONDITION.
4. SEE SECTION 112/8 FOR DETAIL OF
NON -REINFORCED MULLION & SECTIONHI/8
D.L.O. I D.LD. i - PS
HEIGHTT Y/IOTH GWS GLASS
(IN.) (IN.) OPTION OPTON
1.2&5 1 3 & 4
NOTES.
1. SEE ELEVATIONS FOR DIMENSIONING OF
O.LO. HEIGHT & WIDTH.
2. ALLOWABLE UNIT PRESSURE SHALL BE THE
LESSER OF THE PRESSURE SHOWN IN THIS
TABLE & THAT SPECIFIED FOR THE VERTICAL
MULLIONS.
3. 'N/A' DESIGNATES A SIZE NOT APPLICABLE
TO THAT REINFORCEMENT CONDITION.
TP. FRAME OR STRAP ANCHOR SCREWS WHERE
SHOWN FOR OPENING TYPE A C. D OR E. SEE
'FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1
FOR SCREW REQUIREMENTS (STRAP ANCHORS ARE NOT
96" MAX. D.LO.
17• MAX. O.C. 1 1/2" i 1/2"
APPLICABLE AT SILL)
4 1/2' MAX.
Ai A2 A3 A4�3' Iflll `4•
1
rT
J_-
2 1/2'
Y.6
6' MAX.
-�
j THIS ANCHOR IS ONLY
I j
7
REQUIRED WHEN DOOR
II 2 1/2•
OPENNG WIDTH IS OVER EI 2 J
B
3•
80" & SUBSTRATE IS CMU 7 8
) 6
3•
FOR FIXED PANEL
—_-_— t I -- _-_-.�
I %
SIDE JAMB ANCHOR
SEE
ELEVA ONENTS,
0.4 ?H
\
FOR Mp1L D.LO. WIDTH.
SEE CLASS PRESSURE5'I
TABLE ON SHEET 2.u6AD-HEIGHT
OF UNIT
rsHm/
5
1-
a
xi �rc
,�
5'
FRANE SCREWB�-------
p WHERE SHOWN FOR I / �
OPENING TYPE A C, `I(`'
•FRAME
IIN
I NCIM7)PCTMMT
21/2• ti
JwY.3
SEE II
5'
ANCHOR
p REWIRENENTS TADLE"II
SILL
40
a
II ON SHEET 1 FOR �l I P / II
SCREW REOUIREMENIS�I I II / 11
I BLOCK
,.�
6' MAX.
/
/
2 1/z
SEE ELEVATION ON SHEET 1 FOR
0 IR LARGE MIS9LE
IMPACT SEE MULLION END DEF
16 1/4'
C� � OMISSION OF THIS ANCHOR
OUT
35
UNDER SEPERATE APPROVAL
SCALE: 1/2"=V-O'
• SINGLE SIDEUGNT SHORN, MULTIPLE SIDELIGHT CONDITION ALSO APPLIES WITH
SIDELIGHT AT ONE OR BOOT SIDES.
• DOUBLE DOOR CONDITION SHOWN, SINGLE DOOR CONDITION ALSO APPLIES.
• HDPJ704 AL STACKING & OVERALL UNIT WIDTH IS UNLIMITED. NUMBER OF VERTICAL
PANELS IS UNLIMITED BUT MUST FIT INSIDE MAXIMUM FRAME HEIGHT SHOWN.
DESIGN
ONLY THE DOOR/TRANSOM AREA & THE
PANEL SECTIONS DIRECTLY NET TO THE
DOOR AREA ARE RESTRICTED TO +/-65
PSF. FOR ALLOWABLE PRESSURE ON
CLASS PANEL AREAS OF THE STOREFRONT
ASSEMBLY AWAY FROM THE DOORS, SEE
GLASS AND MULLION PRESSURE TABLES
ON SHEET 2.
4 1/1' MAX. --FT
350
ITT-SlvD1G
17 MAX D.C. V< /,
Ai A A4 3
I
fi 6
6' MA1C
EIV-Eh J
B
3•
11
s'
0 / U 1 4
U // U I It �\ U
I
11 ` II
-t II I It \\ II
I
II
//
II / U 1 It \ u
MID -HEIGHT OF UNIT
II I It ` II
1 11
II
a
5'
/U U
ttP. FRAME SCREWS to p
II
/
II WHERE SHOWN FOR I /
OPENING TYPE B. SEE)
'FRAME ANCHOR
MtAMRi D
1 nc,H�e¢wrt
5'
REQUIREMENTS TABLE* 4 �i // 11
II
dU
IIC
ON SHEET 1 FOft /
SCREW REOUIREMENi511 I O /
S
11K
I
6'
ptAX,
IN LARGE MISSILE
DOORS
UiPPOI SEE MULLION END DETAILS->
&SILL ANCHORS ON SHEET 9
0
UNDER SEPERATE APPROVAL
TYP. FRAME OR STRAP ANCHOR SCREWS WHERE
SHOWN FOR OPENING TYPE B. SEE 'FRAME ANCHOR
REQUIREMENTS TABLE' ON SHEET 7 FOR SCREW
3, REQUIREMENTS (STRAP ANCHORS ARE NOT APPLICABLE
4. AT SILL.)
j
FOR FIXED PANEL
SIDE JAMB ANCHOR
REQUIREMENTS, SEE
ELEVATION ON
EXTERIOR ELEVATION D.k
STORE FRONT ASSEMBLY W(iH DOORS & TRANSOM
(WHEN ANCHORED TO STEEL)
SCALE: 7/2 �i'-0'
• SINGLE SIDELIGH7 SHOWN, NUUIPLE SIDELIGHT CONDITION ALSO APPLIES WITH
SIDELIGHT AT ONE OR BOTH SIDES.
• DOUBLE DOOR CONDITION SHOWN. SINGLE DOOR CONDITION ALSO APPLIES.
• HORIZONTAL STACKING & OVERALL UNIT WIDTH 15 UNLIMITED. NUMBER OF VERTICAL
PANELS IS UNUMITED BUT MUST FIT INSIDE MAXIMUM FRAME HEIGHT SHOWN.
• FOR ALL FRAMING & D.L.O. DIMENSIONS, SEE ELEVATION ON SHEET 3.
ONLY THE DOOR/TRANSOM AREA & THE
PANEL SECTIONS DIRECTLY NEXT TO THE
DOOR AREA ARE RESTRICTED TO +/-65
PSF. FOR ALLOWABLE PRESSURE ON
GLASS PANEL AREAS OF THE STOREFRONT
ASSEMBLY AWAY FROM THE DOORS, SEE
GLASS AND MULLION PRESSURE TABUS
ON SHEET 2.
SHOWN. SEE FRAME ANCHOR REQUIREMENTS
TABLE" ON SHEET i FOR REQUIREMENTS
(STRAP ANCHORS ARE NOT APPLICABLE AT i7
DOOR SIDE JAMBS AND SILLM
76 1(T HEAD) D.C.MAX. 6
C. r—r( '
6'
O.C.
6' MAX.
3• -'[T I mayy// - _ _=-�-_t� „a i 3' r = �� --=li I �y/=
-_ _�/ 11 I II%/\ ii LL L. i� / II I N7/\ N irl
a F THIS ANCHOR IS 111 \\ F =p I p a F THIS ANCHOR IS II I N \\ F II
n 7 ONLY REQUIRED It 1 11 \ T 2 1/2" p 7 ONLY REQUIRED j1 I It \ 2 1J2•
s 5' I WHEN DOOR p I N \ r 5' 1 WHEN DOOR
w I OPENING WIDTH 11 1 N \ It w I OPENING WIDTH
? IS OVER So' & II I IS OVER 80• & II 1 I1 \\ II
i� 1 SUBSTRATE IS 1 it \ Ita 1 t //SUBSTRATE IS Q I N \ II cwi
o / emu It 1 11 emu
0 0 5" II I N p o g 5"
5—if�lLI 11 1 II II pp,,
o--___—_—_ �L,I 11a o n cccccc 1,JL_ 1 d
" I` IYP. PTtAME===—=--7t1 � � 5"
`^,�z I SCREWS WHERE
SHOWN. SEE
"FRAME ANCHOR It I p 350 IR LARGE I It 111 // !1 350 IR LARGE !i Y
5' REQUIREMENTS I — -- 5• — —z o
I I L / MISSILE IMPACT rz N 1 14 / MISSILE IMPACT
S TABLE' ON SHEET 1 N I / p OLn-svlNc DOORS N I U /
CHO
FDR REQUIREAIf:TJiS. / u / II OUT -SWING AN DOOR
n pr� =jJJ UNDER�eRQATE > L--------- N I�r/ --1J APPROVAL
RS
Nei
L APPROVAL ALPX \ I / 6' MAX.1 I
TI — 96" MAX. D.FRAMDOOR OPENING— �101 MAX. FRAME WIDTH
OPENING
I(--t01' MAX FRAME WIDTH (F.W.) 101" NAI(. FRAME WIDTH (F.WJ'"11
EXTERIOR ELEVATION EXTERIOR ELEVATION
SrORF FRONT FRAMING WITH DOORS & EYEBROW TRANSOM STORE FRONT FRAMING WITH DOORS & RECTANGULAR TRANSOM
(APPLICABLE WITH ALL SUBSTRATES) (APPLICABLE WLTH ALL SUBSTRATES)
(DOUBLE DOOR CONDITION SHOWN. SINGLE DOOR CONDITION ALSO APPLIES) (DOUBLE DOOR CONDITION SHOWN, SINGLE DOOR CONDITION ALSO APPLIES)
SCALE. 1/2'=1'-0' SCALE --
ALLOWABLE DESIGN PRESSURE
(DOOR WITH TRANSOM UNITS)
+/-65 PSF
FRAME SCREW SUBSTRATE BY FRAME SCREW SUBSTRATE BY SUBSTRATE BY OTHERS AP ANCHOR SCREW PER ANCHOR
PER ELEVATIONS OTHERS PER PER ELEVATIONS OTHERS PER PER •FRAME ANCHOR REQUIREMENTS TABLE ON SHEET I w
"Fl7PAIE FRAME ANCHOR REQUIREMENTS TABLE'
3/g• Mg7T, MCHOR 3/8" MAX. REQUIREMENTS ON SHEET i
SHIM AT EACH REpU1REMENIS SHIM AT EACH TABLE" ON
ANCHOR TABLE' ON ANCHOR SHEET 1
SHEET 1 L
BY OTHERS
SEALANTS / T
2• MAIL
BY OTHERS BY OTHERS 1/4' Mo. K
SPACE SHIM AT EACH 9
ANCHOR
6 IB 2 €
/ to /
EXTERIOR GLAZING EXTERIOR GLAZING 1B SI
°SHEET B°N I` SEC1/2 FULL e N EXTERIOR ALTERNATE
SECTION
SEC -LION A7 SCALE: i%2 FULL �s,J 5
SCP1E i/2 FULL 6 (FRAME SCREW LNSTALED) SCALE 1 2 FULL fi e
FRAME SCREW SUBSTRATE BY (STRAP ANCHOR INiTAiiEO)
PER ELEVATIONS OTHERS PER FRAME SCREW SUBSTRATE BY °<
'FRAME ANCHOR PER ELEVATIONS OTHERS PER
3/8' MAX. REQUIREMENTS 'FRAME L
SHIM AT EACH TABLE* ON 3/8• MAX, ANCHOR �
ANCHOR SHEET 1 SHIM AT EACH REQUIREMENTS _
*\J'�EE
ANCHOR TABLE' ON
z SHEET 1
BY OTHERS
BY OTHERS BYO HE 7� Bi OTHERS 32
ING40
iC E
DETAILS ON
SHEET 8 EXTERIO�/� 3 19
SECiI�UE SECTION pT\�-S EXTERIOR /.BEE
SCALE: 1/2 FULL 6 OEf SONG 4 SECTION _/u1 DETAILS SCALE: tJ2 FULL 6 SHEET 8 +I --'��
SCALE: 1/2FULLSHEETL WHEN THIS HEAD SECTION IS USED, THE
EXTERIOR S� °°GTP ALLOWABLE DESIGN PRESSURE ON THE
;fIO
ON SHEET 8 EN IRE UNIT SHALL BE LIMITED TO MAXIMUM
+/-65 PSF.
5 d sR—r%l—Ir3 1 5 .s`AeAeli lLTrlAs..
3/IT MAX. —
SHIM AT EACH
ANCHOR
FRAME SCREW
PER ETEVAITONS SECTION pi
SCALE 1/2 FULL 6
L 3/B" MAX.
SUBSTRATE BY OTHERS
PER 'FRAME ANCHOR
SHIM AT EACH
SUBSTRATE BY OTHERS
REQUIREMENTS TABLE'
ANCHOR
PER 'FRAME ANCHOR
ON SHEET I
REQUIREMENTS TABLE'
FRAME SCREW SECTION C2 ON STREET 1
PER ELEVARONS SSE; 1/2 FULE 6
(FOR DETAIL NOT SHOWN. SEE SECTION C1/6)
:9 Olt
6¢
O
r
T�
2E
3/8- MAY, SHIM AT FRAME WIDTH—
'. EACH ANCHOR
SUBSTRATE BY 2
OTHERS PER
'FRAME ANCHOR
REQUIREMENTS
TABLE* ON DI
SHEET 1 ( SHEET 8
I 1
EXTERIOR
1 FRAN
SCRI
ELEV
1/4- MAX. SHIM — — - -- — AT EACH ANCHOR 3/8• MAX. SHIM ATI �— FRAME WIDTH --
EACH ANCHOR
- FRAME WIDTH— SU85TNATE 8YWM):EHFR:'
OTHERS PER
•FRA.ME ANCHOR
REDUIRfl1ENTSGLAZING
2 TABLE• ONLS ON
SHEET 1ET 8
FRAME
SCREW PER
ELEVATIONS
SEALANTS EXTERIOR
BY OTHERS
SECTION DI
SCALE: 1/2 FULL 7
(FRAME SCREW INSTALLED) 1/2- MAX
SPACE BY Y OTHERS
ALTERNATE SECTION p,
SCA1E: T/2 FULL 7
GLAZING (STRAP ANCHOR INSTALLED)
GIALNG DETAILS ON
DETAILS ON SHEET 8
SHEET 8
88 8C 3/8' MAX. HAT
I
EACH ANCHOR
TRATE SUBSBr
O7HER5 PER
'FRAME ANCHOR
4 REQUIREMENTS
TABLE• ON
41 SHEET 1
n 44
21
I Ir ti��I 5
II II n n
II II IL__—J 6B SCREW
I I
350IMPIR OUTGE MIS�LL I, --,PER
I I I I I I I EIEVARONS
EXTERIOR IIl JI NG
DOORS UNDER II II 5 4
'^' SEPERATE APPROVAL II II 350 IN LARGE MISSILE
Illi�=4111 II II IMPACT OUT-SWNG L
'; EXTERIOR II I DOORS UNDER
SEPERATE APPROVAL
SECTION rEj
STALE 1/2-FULL 7
SECTION
SCALE 1/2 FULL 7
NDTH-
ALANTS
OTHERS
SECTION Dz
SCALE 1/2 FULL 7
350 IR LARGE MISSILE
IMPACT OUT -SUING
DOORS UNDER
SEPERATE APPROVAL
NTS `J EXTERIOR = Q� • � w e
HERS �S:m of o
SECTIONL7 SAL
� a
SCALE: 1/2 FULL7 � T� N
SA4L 1z
i 2.l
CWWCggQQN
ipVp�
0
�"ulz
350 IR LARGE MISSILE
IMPACT OUI-S+ANG 5
SEPER -
DOORS UNDER
TE APPROVAL
FXTER;OR
5/e' MIN. TIRE
FRAME WIDTH
68
EGLAZING
DETAILS ON
SHEET 8
C
��EX�QERIOR
SECTION1�J SCALE: 1/2 FULL 8
CALE
SECTION Ht
S1/2 FULL B
(REINFORCED MULLION)
DOW 995 OR OP1101
TREMCO EXTERIOR
PROGLAZE SSG
5/8' MIN. BITE
TYP. GLAZING DETAIL
(WET GLAZEDm SINGLE GLAZING BEAD CONDITION) TYP. GLAZIF
GLASS OPnONS (WET GLAZED)- (WET GLAZED: DOUBLE GL
OPTION 1: 9/16' THICK LAMINATED GLASS (1/4- HT. ST./O.09 EASIMAN CHEM. CO. SAFLEX/1/4' HT. ST.)
OPTION 2: 9/16' THICK LAMINATED GLASS (1/4' HT. ST./O.09 KURARAY BUTICITE M/i/4' HL ST.)
OPTION 3. 9/16' THICK LAMINATED GLASS (1/4' HT. ST./0.09 KURARAY SG/1/4' HT. ST.)
OPTION 4, 9/16" THICK LAMINATED GLASS (1/4' HT. ST./0.10 EASTMAN CHEM. CO. SAFLEX HP/1/4' HT. ST.)
SEE CLASS
OPTION BELOW '"I���''I� NM KURARAY WAS
IXTERIOftn, I 1 1 30 PREVIOUSLY DUPONT.
19S OPTION (DRY WAZED)-
ga0t 5: 9/16' THICK LAMINATED GLASS
(1/4' HI. ST./O.09 KURARAY SG/1/4- HT. ST.)
8
mat
EXTERIOR
SECTION x2 E)nER10R
SCALE 1/2 FULL 8 SECTION J
IX (NON -REINFORCED MULLION) SCALE. 1/2 FULL 8
CONTINUOUS WOOD MEMBER
DOW 995 OR LESS IN THICKNESS THAN A
TREMCO 2X- BUCK TO BE MIN. 4 1/2'
PROGLAZE SSG DEEP (NOT REQUIRED WHEN
SHIM SPACE IS WRHUI SUBSTRATE BY OTHERS
ALLOWABLE DIMENSIONS SHO'NN PER "FRAME ANCHOR
�J IN SECTIONS). REQUIREMENTS TABLE"
SEALANT
OTHERS
FRAME SCREW
PER ELEVATION
& 'FRAME
ANCHOR
REQUIREMENTS
TABLE'
OPTIONAL DIRECT MOUNT DETAIL
TO SUBSTRATE WITH SPACERll
• HEAD SECTION SHOWN WITH HEAD FRAME PART JIB; SILL &
SIDES WITH OTHER APPLICABLE FRAME PARTS MAY BE MSTALLED
THE SAME (NOT APPLICABLE WITH STRAP ANCHOR INSTALLATIONS).
(FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS)
i �zm
-moo
<N
SpUq
c�+F�via
XyyIHISoo
�N6'n
MULLION END CONNECTION DETAILS AT VERTICAL
MULLIONS ALONG SIDE DOORS
(TYPICAL AT SILL ONLY)
3
10
MAY 3' 3' SILL ANCHOR
B=KK
DOOR SILL
-d
E "F
SILL ANCHOR ANCHOR TYP
ANCHOR TYPE F
(3 ANCHORS PER SILL ANCHOR BLOCK)
3
10
$• 1" A1W. SILL ANCHOR
IdA1(. BLOCK
iSILL
OR SILL
ANCHOR TYPES
AN xoR •B• & •o"
ANCHOR TYPE B
(4 ANCHORS PER SILL ANCHOR BLOCK)
3
10
S. ZP
AAA,(.DOOR SILL0 SILL AN OR ANCHOR
SILL ANCHOR
ANCHOR TYPES A & D BLOCK
(7 ANCHORS PER SILL ANCHOR BLOCK)
4.952
0.090
�---- 4.952
iD HFAD FRAME 0.oso
(RECTANGULAR
UNTfS1
3.000
�- 2A69 2.500 --�
0.090
UT
5.000
iC HF�E s f�(f2A�Il1.SD_�pME DIUS
& RECTANGUTAR
UNffSi
4.952
2OJAM8
0.090 2.500
®� 1 �
$- 594
0.075
5.188 -4
0.100 sa
i^1.933
STOP
O5 HP SILL FLASHING
4.952
.844
0.040
2.500PL-
-4-�1.650
1 0
7OHORIZONTAL 8B
GLASS
-- C.O.C. BAR WITH OUT FIN STOP
0.357I-
1.83181 � I
IIILII'I '
0.067 10.080 4.656
573
ki0.497-j �--
9 HP COVER
-{ 1.455
10 OEEP POCKET FILLER
-{ 7.250 I--
0.090
1.640
1
BC STOP
ZT o
1.000 1.000 1.000 1.000ai
1A00 ,.000 1.000 1.000 Ci
tj
11 ANCHOR BLOCK AT '���st�.. Z ,
DOOR JAMB
[JF pNp��
�UON
SotQ'iN
a
UI�
�nz
1C
1.748
00DBOIo--I a
lo
14 WATER 1 4.656
DEFLECTOR 13 PO
MID -RAIL
PLACED AT H08ROMAl
IL GUSRIG CAVITY INSERT
ENDS
DSRA
ENDS
i 4.656_[O.080
O -T 14 POCKET
0.800 17 POCKET INSERT FILLER
h— 3.650
L 0.HID
0.531 1.282 0.070 1A62 =F2 1.484
L J = 0.094
—SURE I. Z5o0 I 20 DOOR STOP 21 SHEAR BLOCK
18 �ES� R 19 P—ESSUR—I
PLATE COVER OS91
0.250 0.493
1500 �-- 3.000 —1 1.500
MAP AW&If1P CWnWN IC MP A
O.OB7
28 PusH oN
GLAZING
GASKQ
-1!,257 0.062
F1.080 f'
23 SNAP -IN
FILLER
0.458
0.921
I— 0.298
301NTERI01 Z FIXED
GLAZING GASKET
7NDMON REQUIRES A 9' LONG 6.474 0.674 IL�
CCHOR. 4 SCREW/ANCHOR)NOTIOI o
LUSTER REQUIRES A 12' LONG —r f
4CHOR. NOTE: ANCHORS MAY j�'SVjJNllfi('jl_lF%�I'L
E CONTINUOUS FOR EACH 0.691
LUSTER OF SCREWS EACH
BE
EPERATE FOR EACH SCREW) O.U80 \\\!\p110107dII 8i
—6.000, 9.000 OR 12000 3.000 37 EXTERIOR PUSH ````P�� 'Y �F yZd'+,
MULTI —SCREW ANCHOR SINGLE —SCREW ANCHOR I GMK¢LNG 4
22 STRAP ANCHOR
::Z.t� Z
F
SCANNED
BY
St. Lucie County
1. MIS PRWUCF INS BEEN TESTED, AWLYIED k MPROtD FOR DF6GH PRESRiRES NOT TO EXCEED THOSE 2 1/2-
S . IN THE'NIfAYR1E OESIDN PRE41T3 TIB19S)".
2. O NGS. 911CNNG @ BUCXMG FASipETMS RANT BE PROPERLY OESXNED @ OBGMEO TO TR.YSLR
MIND ID.1Os TO ME SURLMORC.
U NL PAGbA'ARE k FANIENFPS SHVL 6E W H%:QPGJKE lY1IN iN6E N New
M @ SIWL NOT VARY
BEYOND
SP FlNTILY a IITCO ON THE O.WWuYGS. SFECMRO XNW W FY3E0 i0 PA4 VATETEII. SHLLL
BEYOND W RO IE1 DR sNfLO.
B OIS PRO2UCi ) B JD DESIGNED M /X4'pAANCE MRi ZANDONES
MEE6 ME REQUIRE USS OF ME MOM
3. m cpSE SNIFTERS
ARE MOT WW ED ICh xuRFlrwuE 2DNrs (NM) k Is uR¢ msstE Ii'PVrr Rem.
L u AN ROFTS SN AR NOR f2WIRE0 MIDI T)aS PROONCT.
6 ALL MNXIDPB SfaIRNG PRODUCT FlMM610 PR65URC TRMifA BIFYS OB NODO RUINING SNMI. BE -
YS52NNCE WIM THE FLDPoM BllMING CODL A W MCMQNN FACTOR OF M - O.BN NAY BE MPIIED PER
F E AS[E-T SFM4KG0.
L uA1ERJY5, INaIZYA^. 0Ui Wi tlWED IO STEEL Stl2EW5, iMT CONE WN MIBACF WRN AREA
1 WTAR WIBB&E AWL. MEET THE RENAYMEN6 OF FlORM BUIBMO OWE
i. 10 THE 0(6i M OUR XMMtfOGE 1fE PROWa SHONN HFR6N 5 NN111Y A55URm 6Y A FIDR9A SFATE
'PPARME T OF, BU ONI/M UORY @ SN4L EE LABELED M ,y mpsCF MES TIE FBC NND THE FT Z
F IzkmEF OF, 9AHEi5 k PTION. 2NLL REGULATE. A SPECIFI ANX THEE [RAWPS I' All. p
THe( l El£VA1lLW. GIN EMNO F R6fAElATpIN @ CO ROX'CT MN.Y56 CONDITIONSEI AS OEIERMINTD � N
DWNXSI TESTING @ wBu'F}AWP PATp QId AFFI PRDMILT AIDON)Ir & TEL BE w MOTIL WRH
I& pRWN�eI a ,IIe PwOUET E BE NEDEREE 1) T IF
6I k TESTNG INPUT A � W
IQ CFAHEUIM OF 1W5 PRDWX.T SHJf1 BE OONSROSD m I F 16 INSTNIID Y A"B A OTHER
PFPo9F FROM IRA TOB, a BL£ ICGL BNN6NG O A`NO"s O M F R IS F PRLID BY ANONE OTlat 1FVN A 1i1 g
II[w5m. LONIWYTfIR E<PWEAYFD NIIN ffBTAfU1gN5 OF 1N5 T(PE OF PRODUCT. N W p
w
CORNER k FRAIXE ENO CONSTRUCTION, w In
F MR ONM NIE TO ITEM 116 k 1 l HM 6 SOMRE M. BUTTED TO
FASENED MM WEE(3) NO 12 X 1" RRFS FAS1E ERS THROUGH ME VOE MEMBER WN THE READ Z a YS Z
MEA6W SEI M SPWES @ TENTEDME RN MIDENr I" c2 O
iR4,: NE D CORNER !A PL eelI TO REM Fick IEND 6 NITER OR 30WAE Co. BUSIED i0 SIDE FASTENED
WOH TWO(2) NO. 12 X 1 1/2" PITIES fASTFREJb tWiOLGH THE 4DE 4EYEER WIO TE NFM LRII�R Y]39
92
N6 k EFNm MIH NtIGOUE X N p
SPEC S =D M. MATIO TO SDC FASIFM1'ED WIN 1HREE(3) NO. 12 X 1" PHRS
FASTFNFAB 1HR00011HE SOE M413FN IMO ThE SILL YEAI&R SCREW S°UNE6 @ SFWID WIIN SONXWE
(g,,T DDDa 3.v6 _ mx1E,t snE 6 sou+nE art. 6uOED ro sDE FMTENED Wnn I JAI2B PNOT n p
ASNEIIDLY. ENJI P AiSWKY tl FASTwED V) TO THE EDE MDI TREEEI NO. 12-24 X 5/8" F1PIN. �
ME TNRENMIID 6 MEN FANIEITEO TO PNAR ASSFYBEY INW TM(2) NO. 12-24 X 31W FIMS k SEVID N.a
Hap 3NEONE ¢6
IS S ESQUAFEWON M. BULLED l0 p
NIU FASTENED WIIN TH sikv, NO, ti X 1" II Psl FASffNF1S 1102NIGX ME SIDE MEYHR D210 ME
NUMION MU2BEA SCRfl! SPLLY6 k SENEp N11X 9HCONE I
M • 'RI,0OB Me F au •w F TO ITIMT F o} HMffiOMA 6 SOLLNE M. BUTLfD TO SIDE 1
:ORFD Vd A SNFIR @MX (PNR I21). 1NE SYFAR BLOCIt 5 FASIENN LO 11L YaIIIW. FFAVE MEI.RfR
Y.TN FNLI(1) x0. 12 X 1 >/3" M1F ME B KEEPS INE ItlId26FBAE MENBER 6 FISTENEO 10 ME 5{FM
91MX FRN 1NRF(]) RA tt X 1 wTF TIPS AB Sa415. FACN CORNER S 4NFD WITH OPN J95 EOKONE
SVJHR.
STRAP
I":."�':"' ._..M....... IFRAME TO OPENING FASTENER TYPE
II A I' (MIN. GR. V3 & G=Q55) VV I NO.14 SMS OR WOOD SCREW h 1/4' I 3/4'
(1) CONCRETE SCREWS SHALL BE ELCO ULTRACONS, ELCO CRETE-FLEX, IBY RAMSET/RED HEAD
TAPCONS OR HILD KWIK-CON II (HARDENED STEEL OR S.S.).
(2) POWERS RA� POWER ANCHORS SHALL ((STEEL ORR SET RED HEAD DYNABOLT, HILTI KWIK-BOLT 3, OR
(3) ANCHOR TYPE 'F' IS ONLY APPUCABLE FOR USE WITH THE SILL ANCHOR BLOCK AT THE
VERTICAL DOOR MULLION BOTTOM END.
FOR MAX. D.LO. WIDTH,
SEE GLASS PRESSURE
TABLE ON SHEET 2.
2 1/2'
j
0
1/2- 6 j
FOR MO. D.LO. WIDTH,
SEE GLASS PRESSURE
TABLE ON SHEET 2.
FOR MAX. D.LD. WIDTH, Ir
SEE GESS PRESSURE -y I 2 1/2'
TABLE ON SHEET 2.
1/2-
/
I
FRAME SCREWS OR
STRAP ANCHORS
ONLY REQUIRED AT
SIDE JAMBS WHEN
OVERALL UNIT HEIGHT
EXCEEDS 96' (TO BE
PLACED AT MID -SPAN
OF SIDE JAFAB),
USE OF SECTION A/4
SHALL LIMIT THE
ALLOWABLE
PRESSURE ON THE I
ENTIRE UNIT TO
+/-65 PSF MAX.
O Pp
PpsnE
II N II 2 1/2-
I W]ISaRCEYEM II — — —
I I�
.DAD WIDTH LOAD WIDTH
II � III
I
II 2 1/2' II /
II I
II II I 16 1/4'
II II D.C. (r
II III
3' 3 3' }1[1 4
1 1/z' 1 1/2' 1 1/z" 1 1/Y 3'
CLASS GLASS CLASS IYP. FRAME OR STRAP ANCHOR
CEMERUNE CENTERLINE CENTERUNE SCREWS WHERE SHOWN FOR
OPENING TYPE A C. 0 OR E
_ EXTERIOR ELEVATION SEE 'FRAME ANCHOR
MULTIPLE FIXED PANEL STORE FRONT ASSEMBLY REQUIREMENTS TABLE' ON THIS
ANCHORED TO WOOD. METAL STUD, CONCRETE OR CMU) SHEET FOR SCREW
REQUIREMENTS (STRAP ANCHOpI
SCALE: NIT 1/2--1'-0-
HORIZONTAL ARE NOT APPLICABLE AT SRJO)
SPECIFIED STACKING C OVERALL MBE WIDTH R UNLIMITED PROVIDING UNLIMITED
DIMENSIONS
SPECIFIED ARE NOT EXCEEDED, UNIT
NUMBER OF VERTICAL PANELS IS UNLINKED BUT P�'
MUST FIT INSIDE MAXIMUM UNR HEIGHT SHOWN.
NM' CMU IS APPLICABLE ONLY AT SIDES.
fZ�f�o
6pQpQ�
3 _DUN
(C
U 1/i a
�ppn
3�0
�N2
O
MULLION ALLOWABLE
DESIGN PRESSURE
GLASS ALLOWABLE
PRESSURE TABLE
"0
-
n
n
4
4"
MAxIMUM
D.L.O.
HEIGHT
(IN.)
MAXIMUM
D.LO.
WIDTH
(IN.)
ALLOWABLE PRESSURE
+ - PS
II
II -
II
II TYP. FRAME OR STRAP
II ANCHOR SCREWS WHERE
II SHOWN FOR OPENING TYPE
B. SEE "FRAME ANCHOR
REQUIREMENTS TABLE' ON
THIS SHEET FOR SCREW
REQUIREMENTS (STRAP
ANCHORS ARE NOT
AT SILL.)
II 41fl3gx
aa,Rl6tu10�I
II
II j
FRAME SCREWS OR
STRAP ANCHORS
ONLY REQUIRED AT
I SIDE JAMBS WHEN
II OVERALL UNIT HEIGHT
I EXCEEDS 96" (TO BE
II PLACED AT MID -SPAN
OF SIDE JAMB)
II
I
MAXIMUM
UNIT
HEIGHT
(IN.)
MAXIMUM
LOAD
A E PRESSURE
PSF)
GLASS
OPTION
1, 2 & 5
GLASS d
OPTON
3 & 4 6
WIDTH
(IN.)
NON
REINFORCED
REINFORCED
120
54.7
/
OF UNIT
N A
60.8
91
57 1 2
N/A
90
92 3 4
48
65
90 v
NIA
65.0
97
54
N A
90
N/A
68.4
g7
45 3 4
65
90 x
NIA
7d.2
P54
N A
90.0
103
50 3 4
N/A
90
103
43 1 4
65
li
90
108
N A
63.2
109
48
N A
90
N A
70.2MIO-HEIGHT
40 3 h
65
90
N A
751109
I — —
N A
79.0
1t5
45 1 2
N A
90
II
II
I
I
I
I 16 1/4"MAX.
II O.C. (TYP.)
�I j
115
3B 3 4
65
90APPLICABLE
N/A
90.0
INOTSEESE ELEVATIONS FOR DIMENSIONING OF
D.LO. HEIGHT & WIDTH. I
2. ALLOWABLE UNIT PRESSURE SHALL BE THE
LESSER OF THE PRESSURE SHOWN IN THIS i
TABLE & THAT SPECIFIED FOR THE VERTICAL
MUWON& I
3. N/A' DESIGNATES A SIZE NOT APPLICABLE )
TO THAT REINFORCEMENT CONDITION.
102
60
N A
75.0
54
N A
83.4
50 1 2
N/A
89.t
90.0
6
60
0.0
90.0
1. SEE ELEVATIONS FOR DIMENSIONING OF
LOAD WIDTH.
2. ALLOWABLE UNIT PRESSURE SHALL BE
THE LESSER OF THE PRESSURE SHOWN IN
THIS TABLE & THAT SPECIFIED FOR THE
CLASS.
3. 'N/A" DESIGNATES A SIZE NOT
APPLICABLE TO THAT REINFORCEMENT
4o SEE SECTION H2/8 FOR DETAIL OF
NON -REINFORCED MULLION & SECTION H1/8
FOR REINFORCED MULLION.
II
II
I
II
i
t
t
I
U
'L�rI�,�'`•
4 3�3' 3'13" `4'
3• 1 t/Y 1 1/2 1 1/2' i 1/2' 3'
EXTERIOR ELEVATION
MULTIPLE FIXED PANEL STORE FRONT ASSEMBLY
(WHEN ANCHORED TO STEEL)
scALE: 1/2'=t'-o'
• FOR ALL FRAMING & D.LO. DIMENSIONS AND OTHER INFORMATION
NOT SHOWN, SEE ELEVATION ON SHEET L
• IF SILL IS CONCRETE, SEE ELEVATION ON SHEET I FOR SILL
ANCHORAGE REQUIREMENTS.
/
i
i
i yZz�m
QUnN
.amp C U
tNl
i Sz�Sz�jj
W
1 � m
k--96' MAX. D.L.O.
TYP. FRAME OR STRAP ANCHOR SCREWS WHERE
SHOWN FOR OPENING TYPE A. C. D OR E. SEE
'FRAME ANCHOR REOUIREMENTS TABLE" ON SHEET 1
FOR SCREW REQUIREMENTS (STRAP ANCHORS ARE NOT
OUT
17" MAX. O.C.
Al A2 A3
F[
I '/' /
A43- 3' (�_4- APPLICABLE AT SILL)
4l/Y MAX.
i
6 6 5
6
'rySj'1NI',Wf-1','
r2 1%2"
—
6 MAX.
p2
j THIS ANCHOR S ONLY
I j
7 _
REOttlREO WNEN DOOR
II 2 7J2'
OPENING WIDTH IS OVER EI
J
B
3-
80" & SUBSTRATE IS CMU
e
9
II
i
FOR FIXED PANEL
SIDE JAMB ANCHOR
o
z F
G
SEE
REWITION
ry
S
/ d I I \
8
ELEVATION ON
ON
�w
I FOR MAX. D.L.O. WIDTH,
SEE GLASS PRESSURE
SHEET t. ✓I
S
1
TABLE ON SHEET 2.
o
3'
z
/
\
MID -HEIGHT OF UNIT
4'
o
5
/
\�J
II
4- w
3. �o o
o
u
/ (I d t H
Tut
�a
\ 5-
— —
TYP. FRAME SCREWS I.
WHERE SHOWN YPE FOR T
OPENING TYPE A, C. I
"FRAME
/ I
/
/
II NUUon
I xEUSunCfldNT D
I arlrovlc'
21/2"
-� w
� �
3
� a
O OR E. SEE I II
//
II TT
Zq' °f
2 5
ANCHOR
R REOUiRE1AENTS TABCE"II I
II
II SILL
and
�
a
//
ON SHEET 1 FOR II I /
11 SCREW REOUIREMEMS)I I I /
II
II ANCHOR
BLOCK
LL _ _ - ` J - I L.-�-_-L-
Z2
6 MAX.
2 1/2
SEE ELEVATION ON SHEET 1 FOR
O IF! LARGE MISSILE
IMPACT SEE MULLION END
DETAIL
16 1/4-
CONDITONAL OUISSION OF THIS ANCHOR
-SWING DOORS
& SILL ANCHORS ON SHEET 9
MAX.
(TYP. HEAD & SILL)
35
UNDER SEPERATE APPROVAL O.C.
EXIFRIOR ELEVATION
STORE FROM ASSEMBLY WITH DOORS & TRANSOM
(,WHEN ANCHORED TO WOOD METAL STUD COINCRETE OR CMU)
SCALE: 1/2'=1•-Q•
• SINGLE SIDELIGHT SHOWN. MULTIPLE SIDELIGHT CONDOION ALSO APPLIES WITH
SIDELIGHT AT ONE OR BOOT SIDES.
• DOUBLE DOOR CONDITION SHOWN, SINGLE DOOR CONOIRON ALSO APPLIES.
• HORIZONTAL STACKING & OVERALL UNIT WIDTH 19 UNLIMITED. NUMBER OF VERTICAL
PANELS IS UNLIMITED BUT MUST FIT INSIDE MAXIMUM FRAME HEIGHT SHOWN.
ONLY THE DOOR/tRANSOM AREA & THE
PANEL SECRONS DIRECTLY NEXT TO THE
DOOR AREA ARE RESTRICTED TO +/-65
PSF. FOR ALLOWABLE PRESSURE ON
GLASS PANEL AREAS OF THE STOREFRONT
ASSEMBLY AWAY FROM THE DOORS, SEE
GLASS AND MULLION PRESSURE TABLES
ON SHEET 2.
z�S
� p�oanN
� SaUN
I VZNP
NI
I �
all
m�
TYP, FRAME OR STRAP ANCHOR SCREWS WHERE
w%
q
SHOWN FOR OPENING TYPE 8. SEE "FRAME ANCHOR
��'"(fir,"day 3 REQUIREMENTS TABLE' ON SHEET 1 FOR SCREW
17' MAX. O.C. 1 7/_ Z• ' REQUIREMENTS (STRAP ANCHORS ARE NOT APPLICABLE
4' AT SILL)
rT
)o
I I' ' '
PJ
FOR FIXED PANEL
510E �B ANCHOR
REQUIRFIAENIS, SEE
ELEVATION ON
SHEET 1.
N
2K�
4"uo�
4"
w
aw�v"'i
� N,
a
(oGG�
G7u��
U
0
5
z$
�qq�TTm
ALLOWABLE DESIGN PRESSURE
�
w¢YC7T
oOOR
UNITS)
z=r
UNDER SEPERAIE APPROVAL O.C.
- EXTERIOR ELEVATION
+/-65 PSF
o
o
g
o
STORE FROM ASSEMBLY WITH DOORS & TRANSOM
ONLY THE DDOR/TRANSOM AREA & THE
Ri
}�g6
(WHEN EL)
ANEL SECTIONS DIRECTLY
DOOR ICTED 65
r
CALCHORED'-0-
AREA. ARE RESTRICTED TO +j
PSF. FOR ALLOWABLE PRESSURE ON
P a �i;,
3�
` SINGLE SIDELIGHT SHOWN, MULTIPLE SIDELIGHT CONORIGN ALSO APPLIES WITH
SIDELIGHT AT ONE OR BOTH SdDE3.
GLASS PANEL AREAS OF THE STOREFRONT
m
DWBLE DOOR CONDITION SHOWN, SINGLE DOOR CONDITION ALSO APPLIES.
' VEHIICAL
ASSEMBLY AWAY FROM THE DOORS, SEE
MULLION PRESSURE TABLES
GILASSH
z
HORIZONTAL STACKING & OVERALL UNIT WIDTH IS UNUMRED. NUMBER OF AND
PANELS IS UM1M17ED BUT MUST FIT INSIDE MAXMIVM FRAME HEIGHT SHOWN.
ION
J. Q'
` FOR ALL FRAMING & D.L.O. DIMENSIONS, SEE ELEVATION ON SHEET 3.
��`rrMnriiQ`���
1633 C
sir xo.
3
50
3'
Ai A2 A3 A4
4 l/2" MAX, �
��r
6 6 6 6 U41U
�� ��
��
l9
6' MAX.
7
EI E2 J
J B
11
B
3.
II
�
i IIli1
4-�'
IlMIU-HEIGHT
OFUNR
"
nn I �
TYP. I� I
II T68
II
-. S"
/
SAWN
1 WHERE SHOWN FOR I / I
OPEMNO TYPE 8. SEE�I�
'FRAME
O
I BQNiort¢1hM 7
S.
ANCHOR I
II REQUIREMENTS TABLE
31
z
a
ON SHEET i FOR
SCREW ftEOUIREMENTS�
SILL
�BLOCH
N
6' NAX.
IR LARGE MISSILE
IMPACT SEE MUWON END DEFNLS�
76 1/4"
TYP. FRAME OR STRAP ANCHOR SCREWS WHI
SHOWN. SEE `FRAME ANCHOR REQUIREMENTS
TABLE• ON SHEET 1 FOR REQUIREMENTS
(STRAP ANCHORS ARE NOT APPLICABLE AT
DOOR SIDE JAMBS AND SILL).
16 1/4' MAX. O.C.
(AT HEAD) 6' MAX. --I —
0
17 1/2' MAX.. O.C.
3'
ZZ p/i\ If
!
THIS s t(IIfl J THIS ANCHOR IS\\ \ 7F 7
S2 7 ONLY RWURED ONLY REOURED2 tjz'
5' WHEN DOOR 14
5• { WHEN DOOR III \ D
w i OPENING WIDTH (I 1 Q \\ II w f OPENING WIDTH
IS OVER 60' &IS OVER 60' & I{ I fl \ It
!/SUBSTRATE IS p 1 g \\ p o { // QsueslRnTE Is it I Q \\
CMU �Iq ➢{ � oO S 5 pIQ y
MU
�. 5' I� ➢P. FRAME—I_ll--�==__ 7n a \ 5• i\_____cci 1I _o=c�_-7o
N I SCREWS WHEREi
SHOWN. SEE
s' REQUIREMENTS 'FRAME ANCHOR I I d // II 350 IR LARGE I fl 1 !/ N
I U / MISSILE IMPACT
m s
g TABLE' ON SHEET 1Q I d / A OUT -AWING DOORS a Q I it ! l
FOR& SILL ANCHORS
REQUIREMENTS. .r`JI i fir=/ ------/-JJ C i I
ERATE
APPROVAL
/ !
- L------= T=
1/2'
350 IR LARGE
MISSILE IMPACT
OUT -SWING 00.
& SILL ANCHOF
UNDER SEPERA
APPROVAL
6` MAX.
T�96' JTMAX. D.OR OPENING IJ'MAX,/DOOR OPENING
101' MAX.(. FRAME WID(W) 101• MAX. FRAME WIDTH (F.) EXTERIOR ELEVATION EXTERIOR ELEVATION
STORE FRONT FRAMING WTtH DOORS & EYEBROW TRANSOM STORE FRONT FRAMING WITH DOORS & RECTANGULAR TRANSOM
(APPLICABLE WITH ALL SUBSTRATES) (APPLICABLE WTIH ALL SUBSTRATES)
(DOUBLE DOOR CONDITION SHOWN, SINGLE DOOR CONDITION ALSO APPUES) (DOUBLE DOOR CONDITION SHOWN, SINGLE DOOR CONDRION ALSO APPLIES)
SCALE 1/2'=1'-0' ALLLIRE SCALE
llkflfuj
00 R WITH TWABLE RANSOM IGN PREUNITS) �.`'�F�fT»�`a4
+/-65 PSF z-Q M o'
S, zm g
o d h
�l z
z�m
�II N
ct
FRAME SCREW SUBSTRATE BY FRAME SCREW SUBSTRATE
PER ELEVATIONS OTHERS PER PER ELEVATIONS OTHERS PE
'FRAME FRAME AN
3/B" !NX ANCHOR 3/8" MAX. REQUIREMEI
REQUIREMENTS SHIM AT EACH TABLE' ON
:NIA AT R TABLE' ON ANCHOR SHEET i
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OPTION D' 9/16' THICK LAMINATED GLASS (1/4" HT. ST./0.09 KURARAY SG/i/4' HF. ST.)
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