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5 * END ANO INTERIOR MUI LIONS " .3--i
T --— -
(610�11's(QRICNII�%IION 41) AND END ------
f
MUWONSG4 U(1)RikN7ATfON
FOR (2) 3/4',,XWK BOLT TZ EXPANSION
9 W, E.DrMin. .........4CHORS C9 INTFRIOR MULLION m
(ORIMAIION #Z).
I
EDGE Of Si-AB
PL
IT .......
EQGJL suA : DMIOR
FIT'APPLICABi.E 4
ArLICASLE (FO61-Te Ad.1.0y)
'j,
Alurn, ANGLE EA SIDE W1
1 i2'.O'-4'
!7) 3/4-0 THPU BOLTS
(606--ti ALLOY) ..rn' TO MULLIONQ�)&
POURED CONCP?E-
ANGLE EA. SIDE.W1 (2) �'/4`0 Kil!'K. ER.
(f'c -, 3 ks; Min 3/4-0 THRU BOLTS TC. ....... =.T--i;=- I I/Z' EXPANSiON ANCHOR
8-Min. THiCKNESS RCQ'D.!!
MULLION!6'�&. 3/4"0 'W/ 6-Min. EMBEDMEW .....
KWIK B;tt TZ EXPANSION 1 1/2- TO POURED CONCRETE
A14CHOR W/ 6* M,;.. (Typ. TOP& BOTTOM,)
EMBEDMENT TO POURED I
CONCRETE (Typ TOP
BOTTOM)
ii GLASS
SECTION XI-XI W/(G ALTERNATIVE SECTION X1-X1 W/
--k I M.i (END &._J_N�TERIOR -MULLION) (END & INTERIOR MULLION)
OR -I/ NT Ic f
C, ra_�L Nm_LL
(4"x6")
(T06i T6
ALLOY)
AJ.— ANGLE EA. SIDE W/
EXTERIOR Alum.
3/4-001 TS
H 8 .3-
TO MULLION 6T
(1) 3/4'0 KWJ� BC�J TZ
v EXPANSION ANCHO
4/8 or 0/8 or W/ 6' Min. EMBEDMENT TO
POURET)
I CONCRETE (Typ
4- 4'
Em
/8
7
L R R/8 or R/8 or DMIOR
TOP BOITOM)
R' R EXTERIOR
L__j1 1/2.
A,
X1 X1 t "4 (6063._T6 ALLOY)I" ANGLE EA SIDE W//2--n-'-B- ALLOY)
T0p1jBD7(IvPi (Tr?.Tc�iyeumAlum.AJLANGLE EA. SIDE W/ '2) 3/4'0
.....ED 1/2- THRU BOLTS TO MULLION ig�& IHRU BOLTS TO MULLION M(2) 3/4-0
.. !& 12)
3/1"1 KWIK BOLT TZ EXPANSION
Jr.-0 KWK GOLT T7 EXPANSION
ANCHOR � 6- Min. EMBEEImuv TO
ANCHOR W1 G"10;.. EMeEDMENr TO
POURED CONCRETE (7-yp. TOP &
POURED CONCRETE(Typ. TOP &
SECTION X1-X1 W1 LG BOTTOM)) BOTTOM)
.10URCID CONCRETE
END.MULLION N INTERIOR MULLION ONLY
8"Mm, THICKNESS REQ'O� LERQ__&..,IN1_F_R_1OR_M_QLLLQJN
NW11CU X1-X1 W1
--I— - 11) ALTERNATIVES SECTION X1
I)CE OF'SLAB
f IF APPUCAcz (VX4") (W/ 2ELEfg 10 U1
IF APrLICABIZI
FOR (21 3/4"0 KVJIK BOLT TZ EXPANSION ......
9•mzL jm. EI
A�,ICHOjis 0 INTERK)R MULLION
;
OWN FOR CLARITY,
(ORIENTATION #2). SIqhoRA1fi'!*hND BOX NOT SH
L--9,min. E C):
...... wn. E.D;-_..FOR (1) 3/^:•. KYAK BOLT TZ EXPANSION
ANCHORS 0 END AND INTERIOR MULLIONS 11 ............ FLORIDA BUILDING CODE (High Velocity Hurricane Zone)
C<")&-JD(ORIE TAIION fl, & #2)AND
eA,v
MRIENTATION #2)
END MUL Na u t dus OP'
FLOOR TO CEILING I TRAPPED MOUNTING MULLMS(G_Q�OR(0-t cc lct.Prorecdsv Rolling System 7G 15
SECTIONS W-1 Z�7L E_�CO,
17 oATE
c.
TILLIT TESTING&ENGINEERING COMPANY
EXPERT SHUTTER SERVICES INC. ---
Z !626 S.W.SILTMORC STrEET 15-070
%
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* %'... '—p,
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APPLICABLE TO ALL INSTALLATIONS EXCEPT THOSE W1 LIMITATIONS COVERED ON SHEET 1 OA F. 4'.PC
FLCRh'A U
SCALE: Ij'8 I af
W". E.D. '' Min. E.0 ANCHORS,
Y'x3"XI/2'XO'-4*
SFF www'0Z(jNIF.R!OR)&01",FNrL JNTER,-�',R)TRAPPED MOUNTED u,�,,LVGNS
ISEE SCHFDULE #1},
(SEE SCHE:00 �6061 TS ALLOY)
3" Aium. ANG7E EA.
EGGS OF Si AR SPAN COVERED BY SCHEOU:
THRU UCL-s E Ib'FOR INSTALLATION CASIES 1,In&It ON SKLI
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IF APPLICABLE A;��jCAFLE IGE W,
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v
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MUM WLLION SPACING.
riT I, POURED CONCRETE 1/4*'.0'-8" sa smwjus p &t#2 roR ADDIPONAL SPECS.
(f'c t;: 3 kw Min.), AILOY)..
SEE$CHEDUIJE #t. Alum. ANGLE Ek 1 1/2" iii
k• SIGE, 771-T
MW1XM OISE b RE IDENTIAL AND COWMERCIAL APPI)CATION Vil�60.8 P,&f.
(2) 1/,�i"o TTfRU WIMUM ASD (13IGN PRESSURE RADN(,8'-0-
SOI:rS TO MULLION
MAXIMUM MULLION SPACING
:_,..__._,..6^_..-._ SEE SF[DULF.5 k! FOR AM."FUNAL SPECS.
ExISTNG ALTERNATIVE SECTION Xi-X1 W1
J.I
MIALIAIM OISE 11-Cu"MMERCIA1.*PLICATION FOR i I IXTO p,s,f.MAAMUM A.S.D.
CLASS
12, RESIGN PRESSLIKE RATING,8*-V MAXIMUM MULLION
-FACING.IiFE SCHEDULES it dc
(4",6' INTERIOR MULLION ONLY W/ ORIENTATION # 2 FOR AWITIONAL
1 112, SPECS.
2)
�G G R @ F
ANCHORS '
R- I (SEE.SCHEDULE#2,
ALTERNATIVE SECTION XI-XI W/(G
A.-u— ANGLE'EA. SIDE
THRU
BOLTS ro TAILTWON"r -7-1 Ze INTERIOR AND END MULLION ORIENTATION1])
17--i F
SCHEDULE #1
ca 9
.............. ............
MIN.SLAD MIN.EDGE
�z r THICKNESS ANCHOR TYPE stzr(TYP.TOP sartom) MIN AMC
s, EkiIEDMENT DISTANCE FOR
REO'D. ANCHOR
Q/8 or Q/8 o r j DITERIOR INSTALLAT
...... R/8 or C ION
�As�
_s
R/8 0 (4)ANCHORS,-,,
(SEE SCHEDULE #1)
R'/8 R'/8 3/6,0 Hxn INC Ht
)S-t(SCREW&3/8'11 POWER FASTENER
11/2" R OC &(t)(INTERIOR)MULLIONS 2 1"2.
WEDGE--BOLT ANCHOR TO
W1 0531ENTAI'ON 42.
-4 H111 NO HUS-H SCREW It- 1/-0'POWER FASTENFR
DOLT AN� 2
ALTERNATIVE SECTION X1-X1 WEDGE- 'NOR FOR @(END&INIERIOR)MULLION
-LG± W1 ORIENTATION#I.
X1 X1 1(4"x8" INTERIOR MULLION ONLY W/ ORIENTATION # 2) 1 1/2-0 HILD INC KWIK 8O.-T TZ ONLY FOR(D&r3i ItmRDR
(TY('.VDP�W MULLIONS W/ORIENTATION (END MULLION W/
I7 i ORIENTATON ji).
4
Vz*o HiLn INC Hus-vi scRR& 1/2-0 POWER FASTENER
EDGE-SOLT ANCHOR POR'O,&0(ENO OR INTERIOR
ANGLE CA� SIDE W/(r, MULLION,W/ORIENTATIONS tI OR#Z.
_T
KWA SOLT TZ ONLY FOR CO INTERIOR
1/2-0 THP
;{I.41 60-75 TO 1/2*6 Hial INC
MuLLJON
............ 2)& (END Mu, %v/ 3 114- 1/2-
MULUONS W/CITENIAT N 7
ORIENTATION 01).
)v H SCREW OR llrO POWER FASTENER
n
--to I WERIOR
JEME OF SLAB T,'
BOLT ANCHOR SEE*NOTE U
LUGE,OF !IF APP5F i WEDGE-0 INC HUS .ON SCHED
SHEET 25.VALID FOR END&INTEMOR M.UUJONSbd
Mi,,. E.D. I W/ORIENTATIONS#1 OR#2.
Vm. E.D, f I
IF APPLIQABLE__�SEC SCHEDULE elf-' (SEE SCHEDULE#1)-,
'4j ANCHORS
-- J -.. SCHEDULE #2
i"POURED CONCRETE (SEE SCHEDULE Arl) J.
SLAB EDGE
SEE SC;iEvLR,.E#1. INSTALLATION MMI`CKHESS ANCHOR TYPE&sizE(rfp.Top&sarrou) MIN.ANCHORI Ail"' FOR
CASES REO'D. EMBEDMENT IDISTANCE
ALTERNATIVE SECTION�6-x� �V/ I ANCHOR
IS/6.0 HILT,'INC HUS-H SCREW&5/8-0 POWER FASTENER 1 1
FLOOR TO CEILING 1 TRAPPED MOUNTING:MULLIONS(G OR 4- 1WEDGE-BOLTANCHOR. 2 1/2' 7 1/2*
SECTIONS W-1 F(4N8" INTERIOR AND END MULLION ONLY W1 ORIENJhXp
tfFLORIDA BUILDING CODE (High Velocity Hw;one zone)
., ,:,VQ 1 7,
J%V.
1, F.R.L.
END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION Na a t blus
ImpactProrective RoffbW 5jseem 0,/0/1%
APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS. v...._.
MCI DATE
- ' �7 11LIECO
• SCALE: 1/4" 1" T LUT Tr EXPERT SHUTTER SERVICES INC.
�"9 STING&ENGINEERING COMPANY ?
1616 S.W, S:LTMORE STREET 15-070
FORT st,Lucir.,IL 54904
s DRAWN0 N.
TATE OF IWO 1.91 S056 1-1(7?21 871
RAIL BOX NOT ED 19'
SHOWN FOR CLARITY WAL7ER A.TILUT Jr.P.C.
VA LI.f 14167
S4M ICA Of 26
F_*_ _j
AL
--,"UNt
4
E..L.:....-...................._..................__.g" ...........FOR 3/4-0 16,41, SOLT Expwsioti
T"
ANCHORS b END MULLION
(ORIENWIONS #2'. 1606,-T6 ALLOY) AW-M,
ANGLE EA SIDE W/ (2) ........
-0 Kviw
FOR (2) 3/4 SOLT !2 EXRANSION 3/4"o 1HRU BOLTS TO
—ANCHORS 0 INIfR!nR)AUUION
Min E.U,-- r r
I Ii/2'
!,A;LLION (1) .3/4"0
(ORIENTATION #2), KWIK
fuxilOR '61 6- Win
E Dy'
IEDCE Or SLAB ELIBEDMENT TO POURED
IF APPUWIF. CONCRETF(Typ. TOP &
40TIOtA) DWIOR
x/,
Poui*.D CoNcRm-
(f*c
THICKNESS
7----------
-----------
2 2
EXISTING
4�
GLASS SECTION X3-X3 W/
Yx
min
EN ON ONLY
LWZ RIEN- 110�14 j,
Q , IAT
DaMOR
r4-,
. ........... .............
4" EXTERIOR
DaMOR
-4.
12
12-
................. ...........
X3 X3
3.3'A �12'xi)-7 (6M--T ALLOY)
f
Top/ow (606i-'.6
1u,n. ANGLE EA, SIDE W1 �?) 3/4-0
-3 3-x 1/Z-xn- 7 ?60 i..TS ALLOT)
A; ANGLE U— SiDF W/,(2}$:3
) 3/4"0
l.HRu 800S To MULLION GZ&
THRU SOL.$TO MULLION fa�y&
PWRED (1) 3/4-0 KWIK BOLT TZ E-XPANSION (2) 3/4-0 KWIK BOLT TZ EXPAWIGN
,.(f'c ks; Mir,) ANCHOR W/ S" Wr'. EMBEDMENT TO '10f�IN/6" Min, EVEEDMENt To
j 8" Min. THICkNFS',,
-— ---------t. POURED CONCRETE GM (rp. TOP
CURED CONCREIE(Typ.'top
REO'D.
J. FO,TOM,
JEND MULLION dNY .(JY1—ER1QR—M.Q—LL1%L—QNL..Y)
EDGE 01-SLAS ALTERNATIVE SECTIONS X3-X3 W1(G
............ LVL/ ORfENLATIjaN
Ir APPUCARiM APFUCASU: --2)
FOR (2) 3/4"o KWIK DOLT TZ EYPAPISION
Mir- E.D......
Win, E.D., ANCHORS Cl; INTEMOR MuLux4
-�
(ORIENTATION IDE RAIL AND BOX NOT SHOWN FOR
3/4 CLARITY.
—.9"Min, E.Dr ......--—--------- E�L..............—1 —VOR (1) 0 Kfflk BOLT�Z EXPANSION
ANCHORS V E140 MULLION 1U, TI U, FLORIDA BUILDING CODE (High Velocity t#urrcone Zone)I
(ORIENTATION$ #1 k #2). o
ix 02015 ROYCO ffic. F.R.L
CEILING!TRAPPED MOUNTING:MULLION (Q Nautilus
FLOOR TO CE r
tem 04/10/15
OATE
SECTION W-3 I' et p—tive froffing Sys
Z�7:i 1E C�0,,--
CC IVU.11-ESTING&ENCINCERINC COMPANY EXPERT SHUTTER SERVICES INC.
STREET 15
1626 SX OILTMOIRE Slit
END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION -070
PORT%I,Lucfc�Fu 3
far,0
F
E
APPLICABLE TO ALL INSTALLATIONS EXCEPT THOSE W/LIMITATIONS COVERED ON SHEET 12AORAw NG Nn
'WALT V:u]Jr.P.E. smccr`2 or
SOME: 1/8' 1' 1
TRAPPED MOIJN'N�E) MKILL)
SEE MAXIMUM (INTERIOR ONS SPAN
clii:DUL� �1)--! (SCC SCHEDUI-E '91Y7 COVERED 91' SCHEDULE Ib"F:OR iNSIA-_LATIJOI�TCASES 1, 1. & 11
(Sa , . I
ON SHEET 25.
fF APPUrABLIT
Ir AJDPLiA-:BLE
vi LOAD, MULLION SPACING AND SPAN !NSTALLATION-):
INSTALLATION CASE I - RFSIDENTIAL ANC COMMERCIAL APPLICATIONS
'ti
WITH 360.8 p,s.f, MAXIMUM A.S.D. DESIGN
RE RATING. 12'-0" MAXIMUM
s POURED CONCRET _...t....—_....._5".............. PRESSURE
(606 1-16 ALLCY)
MULLION SPACING.
i
J. We-3 As;min.). Afurn. ANGLE EA. SIDE
4 SEE SCHEDULE #1. Wf 2) 1/2"o TI I.R4.
SEE SCHEDULE #1 FOR ADDITIONAL SPCCS.
DOLTS TO W.UL
UON
EXTERIOR
CASE I& RESIDENTIAL AND COMMERCIAL APPLICATIoN
W/ `60.8 P.s.f, MAXIMUM kSl), DESIGN
MULLION
I SURE RA:r'NC, 8'-0" MA'<jMUfj
ExiSlNG- PREF
LASS
SPACING.
SEE SCHEDULE #1 ['OR ADDITIONAL SPECS
3)
INSTALLATION CASE 11 COMMERCIAL APPLICATION FOR 3.100.0s.`.
DUMOR p,
MAXIMUM A,S.D. DESIGN PRLSSUR-E RAUNG,
(4)AIicHORS
8'-0" 6AAXIM.U41 MULLION SPACING. SEE
SCHEDULE W1 ADDITIONAL SPECS,
z
V
Q'/8 ,/$
ALTERNATIVE SECTION X3-X3 W/(GI
......L C
zlj W QRIENjHLQ_N #...2j' SCHEDULE #1
'2")17' INTERIOR MUIAJON OTILY)
VR 7SLA6_ MIN. EDGE
THICKNESS
INSTALLATION ANCHOR ME & SIZE MIN. ANCHOR lOtSTANCE FOR
CASES RFO'D. (TYP. TOP & BOTTOM) EMBEDMENT
ANCHOR
ww7t 3/8% HILTI INC HUS-H
SIDE RAIL AND BOX NOT SHO
FOR CLARITY, ............. SCREW,
4- 2 1/2' b 1/2-
3,'80 POWER FASTENER
WEDGE- DOLT ANCHOR
X3 X3
7
(TYP Top,,a-mlow!
mm) 1/2-0 HILTH INC KWJK
is 4 .DUCT TZ 2 1/2- 5 1/2'
_12/�,, TI INC KWiK
POURED C,N'CRETE
1/4" 7 1/2"
SOLT T7
(f'c=EDS ,,
min),
FXF SCHEDULE#I.
k
717-
EDGE 01� + E OF SLAB
APPLk:ASIki
fir Al"PtICAME
SCHEDULE #III
FLOOR TO CEILING/TRAPPED MOUNTING:MULLIONS CG�
SECTION W-3
It*
A T1,Lzl"
FLORIDA GOLD= CODE (High Velocity Hurricane Zone)
02015 TqJECO INC,
t:k.*w BY.
Nautgus
L
wf-pVCtPr0f-d-R0Bl0g-Y3l— oA/lr/i5
0 INTERIOR TRAPPED MOUNTED MULLION INSTALLATION
_71 DATE
• EXPERT SHUTTER SERVICES INC.
APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS F n.,-. Ion S.W.mLlm Rr smev
0
WCIr L DRAVnNr N.
A.EB-C9080!9
Jr9
SCALE: 1/8' ............. WAUX ' P.C.
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