HomeMy WebLinkAboutSET UP-INSTALLATIONSCANNED
BY
St. Lucie County
1. TITAN 11 FOLDING IMPACT PROTECTINT SYSTEM SHOM ON MIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS SEEN VVIRM FOR
COMPUANCE IN ACCORDANCE INITH WE 2017 (60 EGMOH) OF WE FLORIDA SUMLDING COOL MIS FOUDWC IMPACT PROMCBVE SYSTEM
MAN BE INSTALLED AT KGti VELOCITY HURRICANE ZONES ("Z) AND OUT OF MEN (NHVHZ).
DESIGN WHO LEADS SHAU. BE DIOMMINED AS MR SECTIONS 1620 (HolIZ) & 11509 (N�) OF ME ABCNE MENTDNED CODE
FOR A BASIC MND SPEED 4 RECURRED BY WE JURISDICTION MOE THIS PRODUCT TO BE INSTALLED MR A DIRMTDNAUTY FACTOR
M-O.". USING ASCE 7-10 AND SHAUL NOT EXCEED WE MAKWUM A.S.D. DESIGN PRESSURE IVOING INDIMIXED ON SHEET 13.
IN ORDER TO VERIFY ME ABOVE CONCTOK ULTIMATE DESNG MIND I-DS DETERMED PER ASCE 7-10 SHALL BE nNsr
REDUCED TO ASZ. OMGN "D LEADS BY UUtWLYM THEM BY 0.6 IN ORDER M COMPARE WESE W/ MAIL (A.S.D.)
DESIGN PRESSURE RXIVICS INDICATIM ON SHEET 13.
IN ORDER TO VERIFY THAT GEMM,ENTS, & ANCHOR, ON THIS P.M. AS TESTED, MFE NO OVERSTRESSED. A M I INCREASE IN
AULOWABILE MESS FOR ININD LEADS WAS NM USED IN MEN ANALYSIS. A DURATION FACTOR CID . I SO WAS USED MR VERUTWON
OF FASTENERS IN MOD.
FOLDING IMPACT PROTECTNt SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEO VERIFIED IN ACCORDANCE INITH
SECTIONS 1626 & 1609.1.2 OF ME ABM MENTIONE) CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING. INC.
HURRICANE TESTING "RATORY CHLT.L) & AUERIUkN TESTING LAS OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201.
TAS-202 AND TAS-M. AND AS PER WSUTTM STRINNLRA, ,,,,UATONS. p,M,,ED A, PEI, SECTION 1616 & 15041 OF WE
FLORIDA BUILDING MOE
2. STAINI.ESS STEEL SHEET METAL SC� USED AT SLATS SMALL BE 1 10 x 3w. 410-K MINIMUM SERIES W/ 173.6 aii YELD
STRENGTH & 187.4 kaii TENSILE STRENGTH. SCROYS SHALL BE COARED WITH XVLAN 5000 SERIES FUJOROMWER COATING, 4
MANUFACTURED BY MITFORD Ca. BOX 507. WEST CHESTER PA, 19MI.
3- AU- ALUMINUM E)CMUSIGNS SMALL BE ALUMINUM ASSOCIATION ALLOy AHL, T,MM, AS INDICATED ON SHEET � MNIMUM YEUG STRENGTH
FOR 606�76 ALUDY AT SILAMS S� BE FY-25.9 kN.
4. ALL SEAM 70 BE STAINLESS STEEL 304 OR 316 SERIES W/ 50 kal � STRENGTH AND 90 " TENSILE STRENGTH OR
CORRODON RESISTANT COwlED CARBON STOE- M/MLDV TEK SCREINS AND S� COMPLY W1 FLORIDA BUILDING CODE SECTION
241IJ2.4. ALL ALUMINUM POP RIVETS TO BE SO!4? ALUMINUM ALLOY WITH A-uMNUm mAHVREL
5. BOLTS TO BE ASTM A-307 GALVANM STEEL OR ASI 304 OR 316 SERIES STAINLESS STEEL MN M IaN �fmmum YIELD mom.
6, MCHORS TO WAUL SHALL BE AS FOULOM.- (UNLESS OWMSE NOTED)
(A) TO DOTING POURED CGNCRETE�-
- �/4m 0 TAKEN W/ AD'OkINCED THREADFORM TECANOIOGr, As "UFACTUREB W IjmM BUIOM INI1 TO MIN. rcaQ1192 p0m
- /4m I . 3/4' SWO SO, AS DISTRIBUTED BY ALL POINT SCUD SO ANCHEM TO UIM pa,
- 1/4' 0 CRETE-FLEK. AS MANUFACTIMDD BY OUCO CONSMUMON PRODUCTS TO MX ft,�
HOMES.
A.1) MINIMUM EMBEDMENT OF 1/4' 0 TARCON ANCHORS GN 1/4- 0 CROE-RLEX INTO CONCRETE IS 1 3/�.
MINIMUM EDGE DIVANCE (CO.) SHAUL BE AS PER SHEET IzL
A.2) 3/4' SOME SO ANCHORS S� BE ENTIRELY EMBEDDED (7/a-) INTO ME POURED CONCRETE.
NO EMBEDMENT INTO STUCCO S� BE PERMITTED. 1/4 0-20 &S SCREINS USED SMALL BE 1 1/2-
LONG MINIMUM SHOULD STUCCO MST.
W ME THAT PRECAST STONC PRECAST CONCREHE PANELS. OR PAVERS BE FOUND ON WE DM5MG
MUL FLOOR. ANCHORS SMALL BE LONG ENOUGH TO �K WE MAIN STRUCTURE S�D SUCH PME,,
ANCHORAGE SHA.. BE AS IMUM ON NOTES &I & A.2 ABOM
(8) 70 EQ5TNG CONCRETE BL= WAI ASTM C-90.
;�4
4: 0 TAIRCEM W/ ADVANCED THRMFORM TECHNOLOGY AS MANUFACTURED BY I.T.W. BUILDEK. INC.
0 x 3/4w SOLID SO, AS DISTRIBUTED BY ALL POINT SOLD SET ANCHORS.
1/4' CROE-FLEX AS �UFACTURM BY ELM PRODUCIS.
HOTES,
11) MINIMUM EMBEDMENT OF i/4mO TAPCON ANCHORS OR 1/4' 0 CRETE-flUEK IWO CONCRETE BLOCK UNIT IS 1 1/4'. 1
MINWUM MOE DISTANCE (ED.) SHAUL BE AS PER SHOO 13. 01 1
8.2) 3/40 SOLD SET ANCHORS SHAUL BE ENTIRMY EMSEDIDES, (7/8m) HIM WE CONCRETE BLOCK UNIT NO %
EMBEDMENT INTO STUCCO SHAUL BE PERIATTED. I/r 1-20 SS SCRONS USED SHALL BE 1 1/2' LONG
MINIMUM SHOULD STUCCO EXIST AND Im MINIMUM MR WALLS MH NO STUCCO.
13) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON WE EXIVING
ANCHORS SPAU- BE LONG ENOUGH TO REACH ME MAIN SMUCTURE BEHIND SUCH PANIC Sm 'M
SHAUL BE AS INDICATED ON NOTES 0.1 * 8.2 ABOVE. GRACE
(C) TO EQSnNG woo FRAME BLUM. G-0.45 UN.
- 1/4' . TAPWN W1 �%NCED THRMFORM TECHNOU17f. OR 1/4' 1 CRETE-RUEX, AS MA41AACTURED BY W/80MEI.
INC & ELCO CONSTRUCTION PRODUCTS. RESKICITMY. OR f 14 NICE MOD SCREMS OR 1/4- 0 NOS Laz, ScRENS.
NOTES.
Ql) MINIMUM WREkDM PONEMINION OF 1/4- 0 TAIRCON CR 1/4- 0 CRETE-PLEX OR 114 NDS MOD SCREVIS OR
W 0 NOS LAS WRENS INTO ME MOD FRAME UNIT SHALL BE 1 1/2- MR Cl WRU " AND CS THRU CB
COMECTIO14 TYPE AND 2' FOR CS, OR AS WDICATED ON WOOD SECTIONS ON SHEETS 10 THRU t2. NO THREADED
PENETRATION INTO WALL FINISH SMALL BE OCTSIDEMID AS PART OF ME RECUIRED THRENDED PENERATON.
C.2) MINIMUM EDGE DISTANCE OF 1/4' 0 TAPDON OR 1/4' . CRETIE-FUCK OR #14 NOS MOD XREAS OR 1/4-0 NDS
LAG SCRENS INRD MOD SMALL BE AS SHOM ON SHEETS 10 THRU 12.
GS) IN ME WAY PRECAST STEVE PRECASI` CONCRETE OR OICK PANELS. VENEER OR PAMS BE FOUND ON ME DOTING
WALL ANCHOR$ SMALL BE LONG ENOUGH TO REACH WE MAIN SUBSTRATE BEHIND SUCH PANELS.
MMUM THREADED PENOTIABON SMALL BE AS INDICATED ON NOTE C,j A,CYC
(0) TO EXISTING STEEL STRUCROM: M. 12 GAGE� FY� M (MN.) W�
-1/4' 0 ITIN BUILDEX M SCREaS W/ FULL WRW PEEM,,0M
NOTM,
IDA) MINIMUM ME DISTANCE OF W BUMEK YEN SOREN 1-.
7. ANPHORS WALL BE INSTALLED FDILUABNG ALL OF ME RECOMMENDATIONS AND SPECIFICATIONS OF ME ANCHOR
MAYUFACTURER.
& 9 SHALL BE ME RESPONSIBILITY OF ME CONTRACTOR TO VERIFY ME SOUNDNESS or WE STRUCTURE MERE PRODUCT Is
TO BE ATIACHM TO NSuRE PROaER AHCHDRACE, THIS SHUTTER SHALL ONLY HE ATTA�HOD TO CONCRETE. BLOCK OR
MOD FRAME BULDING&
9. EACH UNIT MUST BEAR KRVANENT LNB& IN A VISBI-E PLACE MIN INARMNO HIM DUMB PERIODS OF HURRICANE
WARNINGS HOME ONINER, TENANT. OR OMERS. MUST PROPERLY CLOSE ALL CENTERPMES AND ENGAGE ON LEGN ALL
UOCKS.
10, PRODUCT MANUFACTURER% UMIEJ- SMALL BE LOCATED ON A READILY WHOLE LOCKIBON AT PRODUCT IN ACCORDANCE
WIN SECTION 170.9.3 OF ME FLORIDA BUILDING CODE ONE LABEL SMALL BE PLACED MR EVERY OPENING.
TO COMPLY INITH SECTION 1709.92 OF WE FLORIDA BUIUDWG CODIL
11. FOUND IMPACT PROTECTIVE SYSTOXS NUALLATM SHAUL COMPLY IBM SpEM W,,ED N THIS aWNG PLUS ANY
BUtUXNG AND 20NM REGUILNBONS PROADED BY THE JURISDICTION MERE PERMIT IS APPUM TO.
IZ (A) MIS PRODUCT EVALUATION DOCUMENT (PED.) PREPARED BY THIS ENGINEER IS GOOD AND DOES NOT PROVIDE
INFORMATION FOR A SITE SFECFIC PROUECT. La. MERE ME SITE CONDITIONS DVMNE FROM WE P.LD.
(0) CONMACTOR TO BE RESPONSIBLE FOR ME SELECTION. PURCHASE AND WSIALLKTON INCLUDING LIFE SAFETY OF THIS
PROBLU BASED ON W� PR0WCT EVALUATION DOCUMENT PROVIDED HWSHE DOES NOT DEVATE FROM ME
WHOITIONS DEVULM ON MIS DOCUMENT. CONSTRUCTON SAFETY AT SITE IS ME CONTRACTORS REGPONSIBILRy.
(C) MIS PRODUCT NA-UATON DOCUMEN11' W-1- BE CONSIDERED MAL, F U0,,M,
(D) SITE SKCUIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITEG7 MICH MLL
KCI ME ENGINEER OF RECORD (LO.R.) FOR ME PROLECT AND VMO VVILL BE MSMNSjOUE FOR ME PROPER
WE OF ME P.CD. ENGINEER OF RECORD, ACTING AS DEUEGKTM ENGINEER TO ME P.ED. ENGINEER. SHAU- SUBMIT
TO THIS LATTER WE SIVE spmnc DRANNGS FOR REVEN.
(E) THIS P.E.D. SHNJ. BEAR ME DATE AND ORIGINAL SEA. AND SIGNATURE OF ME PRGMSNONk- ENGINEER THAT
PREPARED ff.
............. -AIN
DPA.WNGSHALL ONLY BE USED TO ON
PON,
STATE OF FLORMA
�AENs,`. 14)--
s \ mm FLORIDA BUILDING CODE (Hih & ft, If,h V.ta�jt, Hu�.a. Za�.)
10.44187 ii ON17 TLMX0 al� ,T" I, FOLDING IMPACT PROTECTIVE SYSTEM Ot4A'
TIL ECO,.. FOLDING SHUM CORP.
.,Am,
$1
1.13 17-082
DIVAL V A
flv0A""�.
10� AS PER
On �rrr J)
WAU
60W-75 A=r
(9
(TO � � ONLY FOR W��S
JO FEET OR �GH� A8014E GRADE
M�UREP AT W=U OF �/AG
SEE COUP�� M, 21 & 22 ON
&eEET J.)
(2) 2- MAX. R-O.
SB�A—TRACK
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RAT
6063—T5 ALLOY
(D
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0 V R41N GUARD
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6063—M AllOY
COMPO�
a
0.125'
0.25'
DOW
DONENTS
mr 1.
a."..
WN ifo
60�m A='y
FLORIDA WILDING CODE (High & Nw High Velocity Hurneone Zone)
TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM o. W.
FOLDING SHUTH CORP.
Ah, hoeeWoVi�
Altnp. oo� 17-082
We
2..
114. , Haa
Z, � j
0 3/8' �Wi7
oo8,
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UN. 24- 0RRF (!OW. &EFFF To �Fg). Wz (�o
TYPICAL ALTERNATE PERFORATEO
WSIAT WINOOW ELEVATION
(LARGE MISSILE IMPACT)
1)
�W fND
C� W/mraA,
GF�W
(SEE � 2)
hahtooe, C� T� 1)
(2) hame,s -,m . Over smr �*DED
A M.MW OF 21'~T. HeRY 12'
ENDS ��r W & WITOU
(? `49 �CENT
� OF
$UT OR&O-1 DMU,
@ Z— SN, LEM
TABLE 1: SOURCESS FOR
&
e�c
me,
"o /a
0'.3%/..,
DM
9.400 P�
9.WO �LL
ff Mn
� D1.0
lZWO P�
I3.Q0.LL
mah�
� W90
M.WO .1
.OaWV am
ME PIMNn rh��
MW On.
e rr-he/.
17 "-.j
e..� OVORT,
W.
47.2 9
I
.0 OF W�
Dew
C-1 �
. �r
aa.' Z.
l..
IWO 'F
Au
U" '.1
W40 �LL
M.c STREW Duo. .�G
Us, F.1
We 0.1
TABLE 2.' SOURCES
.�c
W92
.2
w"Mm,
� owe
� AT YQD
� Mao
15.000
PXm&
wN M.
450.000 P.L
h. am
., ..p.,,
DO Fr-e,/b
.�Vff OF � mOaON
nUI one
M.
FLORIDA MUHNG CODE (High & N.h High V
44167 1 InTAN It FOLDING IMPACT PROTECTIVE
r rC 0,... FOLDI sHuTrER coRp.
IL E
17-082
—4 � e -1 "
C8
(2�
USE
..0
UP
(2) 1 )AT
FOR - PANS
jo 99" 1
30-
OR
11
(2,
t
u
f SEE END CONNECTION DETAILS
ON SHOT 9 TYP. FLU HEIGHT. FOR T. + �03 (2) +
CONCRETE. CONCRETE BLOCK OR
woo (-Qt
�f' 010 (6001 + 010 +
;q.11j�!. ELEVATION .46
4 mom:
' E ECT ONS I THRU 3 ON SHEET 5.
SE'E S'ERONS 4 THRU 6 ON SHEET B.
SEE SECTIONS 7. 7A & 78 ON SkET 7.
R SECT DNS 'W �* 2W ON SHEET to
EE 5 & M ON SH
5 S , , E TjG S 4W :4 AW HE T it.
1E ECT ON
" 7A 711. BW & 14W ON SHUT 12o 1�
/-(i) or (�) -/ @3 , @ , (f� OR @
USE (3 AT 30' O.C.
MR SPA.?LARGER
THAN 99' UP TO 114'
* NOTES ON, f@ & LOCKING WOO @ ATJ�)&@.
1. TWO (2) @ SHAUL ALWAn BE USED AT PRODUCT'S VIDSPAN SPACED
AT 30' D.C. FOR SPANS UP TO 99% USE THREE (3) MR LARGER
SPANS SPACED AT 30' WAY or
INSTAULED INTERIOR OR --11INTERPIECES
(DOR(D. LOCATION OF @ SHALL BE AS SHOWN ON WPIM CLEVATtow
2. (2) LOOKING WBCS SHAILIALWAYS BE USED TOP & BOTTOM AT
PRODUCTS CENTERPIECE 1 4 OR 5 AT ALL INSTALLATIONS. LOOKING MUS
ry SHAM BE SECURED VUEVERS AS SHOWN ON SHUT 9.
+ 13,
+ (Di
I t SEE LWITATIONS FOR 9 Cm �� �2
FLORIDA BUJIUNG CODE (High & Non High Velocity Hurntane Zone)
406 7
TIMECOm.
MAN 11 FOUND IMPACT PROTECTIVE SYSMM
en
rOLDING SHUM CORP.
OTA07
DARE
c..PAN1,
.1.7
Or
No 'Ali
17-082
SGIR I AF 13
1
P-0 -"-- —
OR co"CRITE st.00K
.� mmm.
C0MuEncft cp-�
1.6 z
Ila .3.
'37y
Mileol
0.0. MD
0=3-
mcna.
w
�w
0
ON - WITOM). MO 3/4-
LONW,x W), E� AT
IT -771 miaCR �. mp.)
WALL FACE MOUNTING INSTALLATION
�*k@3jWJm
rG OF`O� " hOOD
(W.-WROMR&I
WALL FACE MOUNTING INSTALLATION
SECTION 2
STAGGEREQ ANCHOR SPACING
DETAIL FOR ...
;;." R A.
INSTALLATIONS DETAILS INTO CONCRETE
& CONCRETE 13LOC
SCALE: N.T.S. f* P10. 44
E.D. = EDGE D19MCE
I- MOUNTING SEC710 (SEE sPEcincAYcNs ON SHEET 13)
IN ANY WAY TO SUIT
t SEE UWATIONS MR @ON SH—Eff 2 AL
41
T-=0
I
I
sceue ;R 1/4�20%'-
O.C.
�WMW.m.
W� 0 4- O.C,
j[3/nsv-
PC P,
---Q)o
1 A
A
I
q
��Qm
TO
(Ml SCHEMI.0
M S�M 13)
ll�' I- T.
e
�G NON lit,Wcl�
� Tem (alcom W)
RORIDA B"ING CODE (High & Non High Velocifty Hunkone Zone)
on" YVTOO nee.
TITAN 11 FOWING IMPACT PROTECTIVE SYSTEM
FOLDING SNUTHR CORP.
I.. ooielin��
WW ftlo� M . 13
17-082
ot 1�1'
3.13
I I wo— 1�1
I/r. . 3/,l' TORSI VORM OR I/.' . 3^-
�n W/ 'A'M 0 5- O��
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cmc� MOOK �
RAWO
cv� vM 3)
(2) ON
If'.. 0'
027r
AT
WN. SEPAkAWn
ON UT 0)
w1, &S6 sw,� W/ 1/2-.
x �. 5�`No"
I� "p) AND I- ONG (I".
AT RV,ZR
.. W.�
70 �
(SEE �OIXAI
cR �Ozr 13)
T�. I—
MAx.
Ea E�—
UG
(SEX 13) AROHOR
ORWAOON 1/4..3/4' "NI
cc� ON, 5/8, � R I/V7�/W`14/�
WNCRM Ot= R/ . A S/W
R02VAD) 4- .
13UILD-OUT FACE MOUNTING INSTALLATION
SECTION 4
INSTALLATIONS DETAILS INTO CONCRETE
& CONCRETE BLOCK
SCALE : N.T.S.
-,,E'D'ISTANCE
I- MOUNTING SEMONS CAN COMBINU .. ON SHEET 13)
IN A4, WAY TO SUR
t SEE ]JURATIONS MR (a ON S-77]
(SU
-,D or a
MR, 3/1' ft..D
REW.0
tuxx N/
� . V ...
M
&�'E 3116' AWN.
� R� G 5- OW.
AT �
1/2' ... ..
Ile wu ERXT W
OR le...
N,. VOL
F777M�, T� OR
FOR A�Non .. ..c,
NAM CONCRIOX OR 5'.�TG COW.
RNGlE OR sm IkAm
ffc�
ALTERNATE COUNTER -TOP MOUNTING
I NSTALLATI 0 N-UMOA-1
F— A.-. -IGN IINESSURE RAWIG- .6&0. -66.0 P�
t
3/.- MR SOR.
OR I/V . l/v mn o/
Lll� �A I ou I I vhR I IlLORIOA BUILDING MDE (Iligh & Non Nigh Votocity H Zr.)
NO. 44167
P
-1-i-L. E �CO 7
TITAN 11 FOLD:NG IMPACT PROTECTIVE SYSTEM
FOLDING SHUM CORP.
7M
RVIr I"
.rOR A �.- �1.
17-082
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I
POUKD,O.,\ I
ROOM
110 W/
Q37r ma — —
O.lW
SMO. MD NIV W. .0
012r �. W..
S
MW OMO OZ. MO
12.' Ld.
GU
�w 3/W
0 V Of
�.w
j
<D,;
POP
- .9. CO,
TRAPPED MOUNTING INSTALLATION
SECTION 7
AT ROU�
ALTERNATE TRAPPED MOUNTING
INSTA"TION AT BOTTOM
SECTION 7A
S�- N.T.S.
INMF PAD MMSINATION OF q ED. - EDGE DMMCE
1- MoumbC SECRONS CM 10MBINED (SEE SPECRCXtONS ON SHEET 13)
IN � WAY I I
T SEE MTATZONS FOR 0 ON T�ff7� I
E
ALTERNATE TRAPPED MOUNTING
INSTALLATION AT BOTTOM
SECTION 7B
I
FLORIDA BUILDING CODE (Hl,h & N-� Hilh W.it, H.� ... � Z.n.)
"o
No. 44167
zo
OW17 OUUO M.
ITI ME C 0
TUM 11 FOLDtNG IMPACT PROTEMVE SYSTEM
FOLDING SHUTIR CORP.
O-�� MT,=1 1.
�Oadxm
pl.
.,w
17-082
WOO 7 V 13
—'—" —,
i 1
x
'
X
T�
W
/,//F/*//, /7"
I/
0 0
-0 -1 - - - - -
- - -
0 0 0,
0
W.,
E.
SPAN
TUBE
TYPICAL FI (111111117
AT TOP)
MOUNrINQ INUAUAM
x
U12W
/11 v
y
' LY
Fw1/�,
V, m
0 Oxz.
7 F -6
D�l
IYPICAL aQqVSa'Ar
AT BOnOM)
I TUBE
MOUNTING INSTALLATION
SECTION y
Z
Y-zl*
I
'o 0 /-E
O..a
------------
P..
----- —
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o 0 1
07
.44167
L3
f,1.3
IQ MI.
.4��4.
MCAI FIEVATI
SPAN MBE MOUNFIM0 INSTALLA'ngH
TABLE 1: �. SPAN TUBE �GTH SCHEDULE (TUBE TOP OR BOTTOM) *
TUBE
SIZE
MAOMUM
PRODUCT
SPAN
M.LOWABLE TUBE
SPAN
REQ'D ANGLE
LENGTH Ek END
NUMBER OF ANCHORS
PER END OF TUBE
TOP OR BOTTOM
TUBE
TOP OR BOTTOM
TUBE
TOP OR BOTTOM
TUBE
60'
106.0,
13
2"W.1/8'
95"
55.0'
17
10
144"
69.0,
13
a
80*
117.0'
17
10
20W,cl/4�
96,
110.0,
21
12
1 144*
91.01
21
12
80'
109.01
17
10
2W.1/8-
95'
im.0,
21
12
144'
B1.0"
17
10
80"
124.0'
21
12
2-x6-xl/B-
96,
114.0*
21
12
144'
9310'
21
12
� �U tU" W�U�l O� I�O�OWN �y "� THE 5UM0ITM OF IHE
SHIJITIMS HWH; COtM NOT DOMED � 101. PRONCT VM
�� ON T� 1.
WLE 2: M". SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT)
TUBE
SIZE
�Imum
PRODUCT
SPAN
ALLOWABLE TUBE
SPAN
REO'D ANGLE
LENGTH � END
NUMBER OF ANCHORS
PER END OF TUBE
6w
76-0'
13
12
2-x4-xi/B-
96"
GOV
17
i5
144"
48.0'
13
12
80'
87.0'
21
18
VWXI/4�
95"
79.0'
21
is
144'
65.0,
21
is
8 80'
0'
77.0-
1 17
15
6*
1
21
18
N'
1
57
17
Is
88.0-
21
is
81 0'
21
is
66'D'
21
is
S W/ SPAN TUBE INTO POURED CONCRETE
OR GROUTED CONCRETE BLOCK WALL
W.T.S.
FLORIDA BOWING CODE (H.9h � N. nilh V.1.1ity Z"e)
TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEIA
c 0
FOLNG SHUM CORP.
O'll
17-082
`OJT � PiL
3
-F�
BUILD—ou
END CONDITIO
or
WALL IFAC
END CONDITIO
HORIZONTAL SECTION
20
'W
4�V VA
Lill -V� AT LIST � AT
IV
NOTE I
ONE LOCKING TUBE, PART I B. SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTIMIOR OR
INTE 5 , INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOOKING TUBE @. A
SOLI BE INSTALLED. THE TOP 1.100- OF THE TIP SHALL BE SQUARE.
0.357".0.357' AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE @ AND SECURED
INTO IT WITH A 0.120" o.d. HOLLOW PIN. THE eaTrom 1.100" OF THE TIP SHALL BE o.363' DIAMETER WITH
A 0.200' LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM
OF THE TIP A SQUARE, 0.475'.0.475'.D.085' THICK COL� MUST BE INSTALLED. AT THE TOP OF THE
ALUMINUM LOCKING TUBE A 2-PIECE. THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE
(I)PIECE, 1.375- LONG. WrTl A- 0.366-xO.366'xD.630" LONG E34D SHALL BE INSERTED AND DIMPLE CRIMPED
INTO THE TOP OF THE ALUMINUM LOCKING TUBE @ . THE TOP OF THE PIECE MUST INCLUDE A 0.684-
DEEP By OARS' WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER.
SOLD THERMOPLASTIC 71P INSTALLED AT @ SHALL 13E ENGAGED INTO 3/5'0 HOLES DRUM ON THE OlJTER
HORIZONTAL FLANGE OF TOP/BOTrOM TRACKS.
END INSTALLATION DETAILS INTO CONCRETE,
CONCRETE BLOCK & WOOD (AS APPLICABLE)
&7W "J
2 IM 1 M 0 0 vl�
mxN
oh le,314'�M
'/l Ve
EN LOCK ANGLE Nm 12'
www�
2'
V.- non,
(� hInmm
o,t onomon
ENE) LOCK ANGIL
I'll,.. LOCKING SLAT CORNER LOCKING DETAII
FLORIDA BUUING CODE (High � NIh, Milh V.1.6ty Hunicone Zone)
RA�
2oll �= o.
ri �mLrE C =, �w,
ln.� T... CII.I.
oz
.. � 0 w
TITAN It FOLDING IMPACT PROTECTIVE S-YSTEU
"n v-
FOLDING SHUM CORP.
1. � .
R W3
17-082
hoW . OF 13
1,��
�, �,p "a
;
'"ll*'
T. �;.A=
Sob.
CORNER POST
ISOMETRI
END INSTALLATION DETAILS INTO CONCRETE,
CONCRETE BLOCK & WOOD (AS APPUCABLE)
A I A
1 2-1
17
L"o
EXTERIOR FLEVATIO
CORNER POS
..a.. .
�7K 11.4),
P� �Tuwjuw
=M' SWILW AT KM
AND SK-L AND BOTH SIDE!i
OF PRODUCT I
OPTIONAL SIDE ANGL
FLORIDA BUILDING CODE (High & Non High N
TITAN 11 FOLDING IMPACT PROTECTIVE
FOLDING SHUTO CORP.
'103
Hun�l
DFNCN. "IN HOOD
olon-smucniha)
llac�-.,L; alt�l "o * 3, S.S. S..& W/
- -, M, ON
SUMING W1 A 0.13W
N
M Rw ,= 5`0
a MUD 0.24 5 L�AND
.
,
am LCNO BOTTON
BECTON cxw OA AND
Mi
!"MRPNO u
0.24Y.IL&
sloc (M.)
A
F- (IRe sc,Evu.E-
.. BNEE7 13)
r.v CONT. hI
or
PIATE REDID. \
1! �W� rovIN
WALL FACE MOUNTING INSTALLATION
SECTION 1W
t SIX UMITANOtJS MR 2
NOTES
FOR CDVRMTON OF SECTIONS-
I- FOR MOD FTWIE CONSTRUCTION: WOOD TO
'-Z--HG SECTIONS CAN BE COMBINED
BE HAIlE A MIN. SPECIFIC CENSITt' OF 0.46 .8 EQ� ff.1 MI TO " 9 W INSTAL AION.
�N, �
0 is- O.C.
WALL FACE MOUNTING INSTALLATION
SECTION 2W (TOP)
A. 7ZZZ'��
FLORIDA BUILDING CODE (High & Ncn High Wocily Huhicone Zonal)
No. 441;7
CDH7 lAJhXQ M. —
/770-E CO3,,,
l.T ..Goltlohio,�fftgl
X. 0111. PX
a.. � I ,h,
TITAN 11 FOOING IMPACT PROTECTWE SYSTEM
FOLDING SHM CORP.
......... .....
1.7
It NI
MhUl, low
RZ2
1/4'.. 3/1' TOO SCOM OR /.-. J/v
temn N/ Nup A 0 6' OIL
DAN' THICK SUL T SEE LIMITATIONS MR ON SHEET 2
ROMER NORsxc
No at
N,, El EQ OOD
I— MOLTITNO SECTIONS BAN BE.
III ANY WAY TO SUIT ANY INSTAL
NGS VTp. TOP)
I* MON. q� cooY
a RoI me (TOR.)
(2)) R MOD FRAME CONSTRUCTION: MOD MEMBERS TO
A MIN. SPEB00 DENSITY OF 0.46 OR
110 - 3' Ss S...!L w amy IDNO NYLON,
a W 0� 'WSNING W/ A 0.150"WNG IMP �
ON 5w* ..Q, NA, 0.45. 1. AND ow. QN.
NOTE -) 41,,3�0�-- v BOWON SECTION O.U0. OD, MR) 0.24V Ld.
.TNAMB X�"- oy".)
sroonan; u sm
or A A
SER.
v
V en, SWARAnne in IReSo ON
(BOB
ALIYRMTB 3/W
'Op N`NBTB NL�T` -no
To"
WERNME LEG I= -)
... a RW ON
ONTO or
MOD
ROOM 9
PO" RMIRS
0 0, o& scani smis
2-W CONT. 3/0 TEoS scon,
I'DOR, "RATE OR I/
3/4'BOLTS N/ HKA3
Ile x 31e MTS W/ NUTS & N,SNEN, 0 .. O.C.
5/6'NoSHOR B I- O�Q Be
BUILD -OUT FACE MOUNTING INSTALLATION
BUILD -OUT FACE MOUNTING INSTALLATION
SECTION AW SECTION 4AW.,;fjWTrOm)
NOTE LEG L=TION AND ANCHORAGE TO nALL. SHOWN DOTTED
INSTALLATIONS DETAILS INTO WOO
SCALE : N.T.S.
Nee
t
Do.) EnSTING MOD ROAM
.m. STRXT�Rel. ADEQUACY
OF "=a III00 BIDU TO BE
BERTRI, , ISOMBRIED
D..EER OR MONTE. Mon
TO PROJAM weuAroo.
MR, SEI'MIAMON
TO QUISS
(BOB D.monx
ON smm 13]
AT R. Ft
$g I
I (
I or
3/11* ". pan RNETS
0 In' D� MR, slou
IRAPPEI) MOUNTING INSTAUATION
SECTION 7W
FLORIDA BUILDING WOE (Wign a Won W,94 V.Woit, HeO;coAo Zone)
Q20t7 T� NO.
TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM
ILTECO...
FOLDING SHUM CORP.
n.
.1
in.. III U4.114.M.. CGUIP.1
m-oOO.I.
17-082
11 WI3
me.
kno
) or
'x4'
FLOOR MOUNTING INSTALLATION
SECTION 7AW (BOTIFOM)
010 . 3, S.S� S�s. W/
ca
..13. WHO MU).
BlINNNG W/ A 0.150-
0
WHO W mchoN o,MO-
O.D. AND nl�" �. D
1 r WHO �OR
3, L
SOPAR
SoCh.. ,w 0...
TO G�o
m
OA,13- U
(SOO .0
W.)
. ON SHM
ON SHOT
r.v MR. Hong
O= M0AM)
(No .. ..)
or al
2- � CA
SEE LIMITATIONS ALT TRACK ADAPTER MOUNTING INSTALLATION
NOTE FOR COM91NAVON OF SEChi SECTION 7BW (BOTTOM) I
1- MOUNTING SECTIONS CAJR BE COMBINED
IN ANY WAY TO SUIT ANY JNU�TJON,
2... OnHh.
NOTES
PlAw RRYD.
I- FOR WOOD FRAmE CONSTRUCTION: WOOD MEMBfDRS TO
BE HA� A UNI SPECIFIC DENSITY OF 0.46 OR EQUAL
2 SEE SECTIONS " & I— MR UNC &S.D. DEMON
sr
P�E;MRE RATING & SPANS
'le .D V.. S.
Pwr �.. ... / 1/2-. we Who
NhWN B4v`NoS 01 Too) AND �' �
T,o So ,) "m AT Mi WSX.
mp)
INSTALLATIONS I
INTO WOO
or rg I E
HEADER TO TRUSS MOUNTING INSTALLATION
SUIT-10N BW (TOP)
IW. A.S.D. DMIGN PRESSWME RATING —+60.0. -60.0 P—SFI
or ;g I
WED P�YON oftO MOD
ST0
=1.114
LE.T.; 3/4'
AS. DOILTS / uths &
unift... ac.
III
TO' -'WO" -0 SJruns� M011UNTING INSTALLATION
SECTION
14W CBQIIW
MAX. kS.D. DESIGN PRESSURE UM—NG= +60.0. -600 PSFj
FLORIDA
WILDING CODE (High & Non High Velocity Hun-icone Zone)
0 NNI �Oo W.
TITAN 11 FOLDING IMPA CT PROTECTIVE SYSTEM
SH
�,L
No. 44167
-1
1 —TE
�LC 0 �,m
. . . Mrm
..-a how
FOLDING SHUM CORP.
—.N a I
conap,
an
Al
17-082
M. H,
Him.
30 psf
144.0'
144'
1 180 [bjn
35 P0
60.0'
60'
88 Iblft
100.0,
100"
146 blit
144-
144-
210 Ib1ft
40 psf
60.0"
600
100 lb/ft
100.0,
100'
167 lb/ft
144"
144'
240 lbTt
46 PSI
60.0'
60.00
115 lb/ft
--53.0'
80.0-
154 Ib/ft
C�
67-
--j7 .0'
IB7 b/f,
115m,
115.0-
�l Ib/n_
144*
1440
276 lb/ft
50 psf
60.0"
_F60.0,
9 �O
_Fg-0-1
:21k
100.0,
100.0 .
208 Ib1ft
-T20 -Gm
-120&Om
-nOlb/ft
144-'
140m
300 tb/ft
55 psf
60.0,
60.0,
138 Jb/ft
51.0 w
�-.
81.0
187 Ib/ft
IWO'
100.0"
il"
120.0'
-r2O.O-
!�'t
173 1
137"
134'
330 lb/ft
60 P-1
60.0'
60.01
150 b/ft
80.0,
80.0*
200 lb/ft
100.0'
100.0" 1
25D Ib/ft
11&0�
115604
288 lb/ft
131-
128'
�s Ib/ft
Pf
59.0m
59.0"
.0 ,,,
9240M
92.Om
249 It, It
ICo.o'
Im.0-
271 IWt
126'
"1
360 Milt
70 f
W.O*
60.0
100.0,
100*0�
%L292 Ib/ftj
121'
118'
75 Dd
59O�
59mom
187 lb�ft
B
117:_
i l4m
M7 tb/ft
80 DO
I 113m
Ill"
00 Ib/ft
90 psf
107'
104"
424 lb/H
1 DO p.f
iol�
99,
+17 Ib/ft
110 f
94'
9D" 1
4% lb/ft
TO -P.f
B7
82
lb/ft
130 pst
ao,
76'
4W Ib/ft
140 p�f
74'
70-
IbIft
ISO psf
69-
66-
1 4M Ib/ft
160 R,f
65-
1 62-
1 4W lb/ft
&.0m.
L, �IMUM �GWA� PRODUV SPM FOR A
� POM� MD DIMIGN PRE� RAM.
Lf . ALLDNAILE PRODUCT WAR FOR A
GNO NEGX� M.D. DMGN PR�URE
RARM
n. U9 AU.0� PRODUU SPAR Is
EOU& TO �E MINIMUM D�NUD PRODUCT
SPAN B�M %�' AND I-%
CONNECTION CAPACITY SCHEDULE
Al-LOWABLE REACTION TOP & BOTTOM LB/Fr)
FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE
CON.
TYPE
ANCHOR
SPACING
CONCRETE
ANCHOR TYPE
CONCR E BLOCK
ANCHOR TYPE
STEEL
ANCHOR
I TYPE
WOOD
ANCHOR
TYPE
A
B
C, I
A
C
E
A C F
9
425 LB/FT
-
rMTFr
157 LB/Fr
134 LIB/Fr
256 1-8/1`7
397 L3/Fr
ci
6
473
-
418 LB/Fr
236 LB/Fr
202 -B/FT
3W LB/Fr
432 LB/Fr
.
12
_UB/Fr
TB-7 LjB7F-r
_
-
3-3-4LB7F-r
-66-LB7F-r
--42LBT�-
--T-
2-7 LB Fr
--T-
-347 UB FT
C2
9
456 LeTFr
-362Le7FT
25o W-FT'
-go LB7F-T
3 a WRY
-Sao us Fr
6
525 LB/Fr
419 LB/Fr
3
-7135 -MIFr
�LB/FF
-ZZ3-
-B/Fr
9
390 LB/Fr
309 LB/Fr
157 LB/FT
134 -3/FT
257 LB/Fr
329 LB/FT
C3
6
496 LB/FT
375 LB/FT
236 LB/Fr
202 LB/Fr
298 LB/Fr
405 LB/FT.
3
1 813 LB/Fr
572 LB/Fr
326 LB/Fr
304 LB/FT
418 LB/Fr
631 LB/
9
466 LB/FT
370 LB/FT
157 LB/FT
134 LB/FT
256 LB/Fr
393 LB/Fr
C4
5
592 -B/FT
448 LB/Fr
236 LB/Fr
202 LB/Fr
357 LB/FT
83 LB/Fr
3
972 LB/Fr
682 LB/FT
389 LB/FT
364 LB/FT
500 LB/Fr
7 FT
LB/Fr
224 LB/FT
81 LB/Fr
83 LB/FT
143 LEI/Fr
103 LB/FT
sm
t28
2l -LBFwr
334 LB/Fr
122 -B/Fr
125 LB/FT
214 UB/Fr
I LB/Ft
I
843 LB/FT
670 LB/Fr
243 LB/FT
250 LB/Fr
432 LB/FT
y5l LB/Fr
273
325 LB/FT
215 LB/Fr
-
-
138 LB/Fr
102 LB/FF
C j
AP 6
410 LB/FT
487 LEI/FT
323 LB/Fr
-
-
207 LB/Fr
153 LB/Fr
822 LB/FT
975 LB/Fr
648 LB/Fr
-
-
414 LB/FT
307 WFF
4
269 LB/Fr
301 LB/FT
183 LB/Fr
-
-
114 LB/FTI
1 53 LB
C7
3
358 -B/Fr
K)2 LB/Fr
244 1-9/Fr
-
-
152 LB/FT
204 LB/Fr
2
-
-
-
3135 LB/
1
12 1491
L /Fr
409 9/177 1
E
I/ F1
168 LB/Fr
C8 1
2 1
?�36 �2/Fl`
894 UD/FT
614 LB/F 1
_
�2LE
97 B/F
3 55 L r
6
982 LB/Fr
1194 LS/FT
519 LB/FT 1
30 LB/Fr
336 LB/FT
I ! 111 W-i4 9-1 �?-1 II-JaMLO-Rej
SLAT
HIGH VELOCITY
NON HIGH VELOCITY
SPAIN
HURRICANE ZONE
HURRICANE ZONE A
ZONE 1.2.3
1 ZONE 4
5'- 10'
2 1/2-
1,
2 5/8"
A, LESS
>5'- 10'
2 5/a- +
1.
2 3/4-+
TO 8'-3'
>8 3-
;-2,-0.
3 1/2-
1.
To
A AS DEFINED BY ASTM E-1096 STANDARD.
+ EXCEPT THAT 3 5/8- SHALL BE USED
MR MOUNTINGS AS PER SECTIONS 3.
4. 4A & 7A.
A.
CONNECTION CAPACITY SCHEDULE
(MAX. ALLOWABLE REACTION TOP & B070M LB/Fr)
FOR CONCRETE & CONCREE BLOCK
FOR SHORTER ED. (2" FOR A. 2 1/2- FOR 8 & 2 1/4- FOR C ANCHORS)
THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE
CONNECTION
TYPE
ANCHOR
SPACING
CONCRETE
ANCHOR TYPE
CONCRErE BLOCK
ANCHCR TYPE
A
8
c
A
c
cl
9
7---
417 0 IFT
388 LB/Fr
134 UB/FT
6
461 LB/FT
-
418 LB/FT
202 LB/Fr
12
375 1-B/Fr
-
334 LB/Fr
-
142 LB/FT
C2
9
417 LB/Fr
-
362 LB/Fr
-
190 LB/FT
6
502 LBAT
-
419 LB/FT
-
285 LB/Fr
9
372 LBIFT
-
309 LBIH
-
134 LB/Fr
C3
6
469 LB/Fr
-
375 LB/Fr
-
202 UB)j
H�
760 LB/Fr
-
572 LB/FT
304 LB)L
9
445 LB/Fr
-
370 LB/Fr
-
-T34 LBJ"-1
-
561 LB/Fr
I -
44B LB/Fr
-
202 LB/FT
z
912 LB/Fr
-
682 LB/FT
I -
364 UB/Fr
9
226 LB/Fr
-
224 LB/FT
-
B3 LB/Fr
C5
6
339 LO/FT
-
334 LB/FT
-
125 LB/Fr
3
681 LB/Fr
-
670 LB/Fr
-
250 UB/FT
9
221 LB/FT
251 LB/Fr
215 LB/Fr
-
CB
6
332 LB/FT
378 LS/FT
323 LB/Fr
-
3
663 LB/FT
756 LB/Fr
646 LB/FT
-
4
232 LB/Fr
236 LB/FT
183 LB/Fr
-
C7
a
310 1-B/FF
315 LB/Ff
244 LB/FT
-
L2
3:il L'�P
V �B/Fr
L69
409 LB/Fr
-
ca
8 1
g FA/Fr 1
-
1 LBTF'r
Cl 4 LB/Fr
6 1
777 LB/Fr 1
921 -B/FT
819 LB/FT
ANCHORS SCHEDULE 9 SEE GENERAL NOTE C.2 ON SHEET I
ANCHORS
ANCHORS
MIN. D.
I MIN. SPACING
TYPE
DESCRIPTION
-CONC-FC.BLOCK WOOD STEELICONC.IC.BLOCK
WOOD STEELI
A
1/4'0 TAPCON W/ ADVANCED
3.50'
2.50'
0
N/A
4.00"
I
4.00-
I
N/A
N/A
I
THREADFORM TECHNOLOGY
B
1/4" 0 . 3/4' SCUD SET
3.50'
3.50'
NIA
N/A
3.00'
3.00"
N/A
Nlk
1/4- 0 CRETE-FLEX
3,00,
3.00"
a
N/A
3,00-
3.DO-
NIA
N/A
E
1/4- 0 ITW-BUILOEX
N/A
N/A
N/A
1-00'
N/A
MIA
N/A
2.00-
TEK SCREWS
F
#14 NOS WOOD SCREWS OR
N/A
N/A
a
N/A
N/A
1/4- 1
FLORIDA BUIUDING CODE (Wgh & N� W.9h V.I.K, Za�.)
TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM
c 0 �11-
FOLDING SHUM CORP.
m �t3
07�/17
17-082
m
.1.1
1
1 -,-. 1-1.
. ,
�13ffT3