HomeMy WebLinkAboutSET UP-INSTALLATIONS1. WAN 11 FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION MCUMEW (P.E.D.) HAS BEEN VERIFIED FDA
COMPLIANCE IN ACCORDANCE WITH ME M17 (61h EDITION) OF ME "RIM BUILDING CODE THIS FOLDING IMPACT PROTE� SYSTEM
MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES WVHZ) AND = OF THEM (NHVRZ).
DESIGN WIND LOADS SHALL BE DETERMINED AS PER SEEVEONS 1620 (HYRZ) & 1609 (NHAKZ) OF ME ABWE MENTIONED CODE.
MR A BASIC WIND SPEED AS REQUIRED BY WE JURISDICTION "ME THIS PRODUCT TO K INSTALLED FOR A DIREC71ONALITY FACTOR
kd=D.85. USING ASCE 7-10 AND SHALL NOT EKCCED WE MAKIMUM &S.D. DESIGN PRESSURE RATING INDICATED ON S11-1 -
IN OROM TO YERIFV` ME ABOW CONDaloN. ULTIMATE DMNG WIND UCAJES DETERMINED PER ASCE 7-10 SHAU. BE FIRST
REDUCED TO AS.D. DESIGN WIND LOADS W MMTPLYNG THEM UY 0.6 IN ORDER TO MMPARE THESE W/ MAX. (&S.M)
DESIGN PRESSURE RUOINGS INDICATED ON SHEET 13.
IN ORDER TO VTRFpf WAS COMPONENTSI & ANCHORS ON US P.M. AS TESTED. ME NOT OVERSTRESSED, A M X INCREASE IN
ALLOWABLE STRESS FOR WIND LOADS WAS tM USED IN THEIR ANALYSIS. A DURUIONI FACTOR CO - 1.80 WAS USED MR VERIFICATION
OF FAMEMBI IN WOOD.
FOLDING IMPACT PROlUTIAL SYS17EM ADEQUACY FOR IMPACT AND FATIGUE ROMANCE � SEEK VERIFIED IN ACCORDANCE WIM
SECTIONS 1626 & 1609.1.2 OF ME ABOVE MENTIONED CODE AS PER 7ESTRIG PERFORMED AT HURRICANE ENGINEERING TESTING, INC.
W.E.T.Q. HURRIWE TESTING LABORATORY (H.T.L.) & AMERICAN TIESPNG LAB OF SOUTH "RIM AS PER PROMCGU� TM-201,
TM-202 AND TAS-203. AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1615 4 104 OF ME
FLORIDA BUILDING CODE
2. MUNILESS STEEL SHEET METAL SCREWS USED AT SIATSO& 0 SHAll- BE 1 10 . 3'. 410-K MINIMUM SERIES W1 173.6 losi VOLD
STRENGTH & 187.4 ksl TENSILE STRENM SCREWS SHALL BE CMIED WITK )NIAN 5000 SERIES flUJOROPOLYMER COATING. AS
MANUFACTINIED BY WHITFORD Co. WX MY. WEST CHESTER P� 19MI.
3. ALL ALUMINUM JEORUSONS SHAU- BE ALUMINUM ASSOCIATION ALLOY AND HIMPER AS INDWED ON SHEET 2. MINIMUM YIELD STRENGTH
MR 6063-T5 ALLOY AT SLATS SHALL BE Fy-2!5S W.
4. ALL KREMIS TO SE STAINUESS MEEL JIM OR 316 SERIM W/ 50 "1 WELD STRENGTH AND 90 Mi TENSILE STRENGTH OR
CORROSION RESISTANT COATED CARBON STEEL IW/BU(U)EX 7EK SCREWS AND SHALL- COMPLY W/ FLORIDA BUILDING CODE SECTION
2411.13.4. ALI- ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH AL13ANUM MANDREL.
5. BOLTS TO K ASTM A-307 GALVANIZED STEEL. OR JUSI 304 OR 316 SERIES SINNIESS STEEL WITH M IoM MINIMUM YIELD STRENGTH.
5. ANCHORS TO WALL SHALL BE AS FOl.UDM: (UNLESS OTHERWISE NOTED)
(A) To MISTING POURED CONCRUE.
- 1/4' 0 WCON W/ ADVANCED THREADFORM TECHNOI-OGY. AS MANUFACTURED W I.T.W. BUJUDEK, INC. TO MIN. f.-3192 Pol.
- 1/4' 0 x 3/4' SOLID SET. AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORES TO MIN. rc�ODQ psi.
- I/e 0 CRM-FUD(. AS MANUFACTURED BY ELM CONSTRUCTION PRODUCTS TO MIN. rc�MM psi.
NOTIES,
kl) MINIMUM EMBEDMENT OF 1/4' 0 TAPCON ANCHORS OR 1/4' 0 CRETE-FIEK IWO MNCRETE IS 1 3/4�.
MINIMUM EDGE DISTANCE (E.D.) SFAU- BE AS PER SHEET 13.
&2) 311V SOUD SET ANCHORS SHIMUL. BE ENTIRELY EMBEDDED (7/8') IWO WE POURED CONCRETE
No EMBEDMENT IWO STUCCO SHALL BE PERMITTED. 1/4 0-20 S.S SCRENS USED SHALL. BE 1 1/2-
LONG MINIMUM SHCULD MUCCO EXIST.
X3) IN WE THAT PRECAST STONE� PRECAST CONCRETIE PANELS. OR PAVERS BE FOUND ON ME EXISTING
WALL FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
ANCHORAGE SHALL K AS INDICATED ON NOTES kl 4s �2 ABOVE.
(B) TID aISYNG CONCRETE BLOCK WAU,- AUM C-90.
- 1/4- 0 TAPOON W/ ADMICED THREADFORM TECHNOLLOV. AS MANUFACTURED BY I.T.W. BUILEM INC.
- 1/4* 0 x 31e SOLID SET. AS DISTRIBUTED) BY ALJ- POW SOUD SET ANMM.
- 1/� 0 CRETE-riEX. AS MANUFACTURED BY =0 CONSTRUCTION PRODUCTS.
NOTES,
8.1) MINIMUM EMBEDMENT OF 1/�O TAPCON ANCHORS OR 1/4- 0 CRCTE-FUEK IWO CONCRETE BLOCK UNIT IS 1 1/4".
MINIMUM MOE DISTANCE (Co.) SHALL BE AS PER SHEET 13. 1
0.2) 3/4* SOUD SET ANNORS SHALL. BE ENTIRELY EMBEDDED (7/8') IWO ME CONCRETE BLOCK UNL7. NO
EMBEDMENT IWO STUCCO � BE PERMITTED. i/4� 0-20 SS SCREWS USED SHIII.I. BE 1 1/2- LONG
UINHMUM SHOULD SIUCCO UST AND 1' MINIMUM FOR WALILB WrNi No MUMC.
B.3) IN ME THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON ME DIMING WALL,
ANCHORS SHAU. BE LONG MOWN To REACH WE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE
SHALL BE AS INDICATED ON NOTES B.1 & B.2 ABOVE. fli
SCANNED
BY
St. Lucie County
(C) TO OUSTING MOD FRUME BUIUDING: G-0.46 MIN.
- 114' . TOWN W/ ADUMCED THREADFORM TECHNOLUDGY. OR 1/4' 0 CRETE-FILM AS WI)FACTURED SY rivii/oUluou,
INC & ELM CONSTRUCTION PRODUCTS. REDSPEC�Y. OR 0 14 WS WOOD SCREWS OR 1/4' . NO LAG SCREMS.
NOTES'
CA) MINIMUM WREAUDED PEHETRATJON OF 1/4' 0 TAPCON OR 1/4' 0 CRME-� OR 114 NDS MOD SCREWS OR
1/V 0 NDS LAG SCREWS INTO ME MOD FRAME UNIT SHALL BE 1 1/2- FOR Cl THRU U AND C6 THRLI Cil
CONNEMON ME. AND 2- MR CS. OR AS INDICOEO ON WOOD SECTIONS ON SHEETS 10 THRU 12. NO THREXEM
PENETRATION IWO WALL FINISH SHALL BE CONSIDERED AS PART OF ME REQUIRED 7HREADE[l PENETRATION.
C.2) MINIMUM MOE DMANCE OF 1/4' 0 TAPCON OR 1/4- 0 CRME-FLEX OR 114 No$ WOOD SCREWS OR 1/4-0 NOS
LAG SCRM IWO WOOD SHALL BE AS SHOWN 08 SHEETS 10 THRLI 12.
02) IN WE THAT PREWII STONE. PRECAST CONCRETE OR MICK PANEUS. VENEER OR PAVIR$ BE FOUND ON THE EXISINNO
WALL ANCHORS SHALL BE LONG ENOUGH TO REACH ME MAN SUMMIRITE SEHUID SUCH PANELS.
MINIMUM THREADED PENETRUKITCH SHALL BE AS INDUCOED ON NOTE CA ABOVE.
(D) TO EXISTING STEEL STRUCTURE: MIN. 12 WE. FY-33 KS (MIN.) MAIERVIL.
-1/4' 0 TIN BUIWE)( M SCRENS. W/ FULL THREAD PENEWNFION.
NOTES
D.1) MINIMUM EDGE DISTANCE OF M BUILIMEX TEK SCREW, 1%
7. ANCHORS SHALL BE INSTALLED FOLLOWING AU. OF WE RECOMMENDATIONS AND SPECIFICATIONS OF WE ANCHOR
MANUFACTURER.
S. IT SHALL BE WE RESPONSIBILITY OF WE CONTRACTOR TO VERFY WE SOUNDNESS OF ME STRUCTURE WHERE PRODUCT IS
To BE ATTACHED TO INSURE PROPER ANCHORAGE US SHUTTER SHALL ONLY BE ATTACHM TO CONCREFE, BLOCK OR
WOOD FRAME BUILDINGS.
9. EACH UNIT MUM BEAR PERMANENT LASEL IN A VISIBLE PLACE WITH WARNING NOTE. DURING PERIODS OF HURRICANE
WARNINGS HOME OWNER. TENANT. 08 OTHERS. MUM PROPERLY CLOSE AU. CENTERPIECES AND ENGAGE OR LOCK ALL
UOCKS.
10. PRODUCT MANUFACTUREWS LABEL SHALL BC LOMDED ON A READILY VISIBLE LOCARON AT PRODUCT IN ACCORDANCE
WITH SECTON 1709.9.3 OF WE FLORIDA BUILDING CODE. ONE LABEL SHN.J. BE PLACED MR EVERY OPENING.
LABOUNG TO COMPLY MIN SECTION 170.91 OF ME FLORIDA BUILDING CME
11. FOLDING IMPACT PROTECTIVE SYSTM'S INSTALLATION SHAU. COMPLY WITH SPECS INDICITED IN THIS DRAWING PLUS ANY
BUILDING AND ZONING REGULPHONS PRCVDM W ME JURISDICTION WHERE PERMIT a APPLIED TO.
12. (A) THIS PRODUCT EVALUATION DOCUMENT (P.L[L) PREPARED W US ENGINEER IS GENERIC AND DOES NOT PROVIDE
INFORNIAMON FOR A SITE SPECIFIC PROJECT; Le. WHERE ME SITE CONDITIONS DEVIATE MOM ME P.E.D.
(B) CONTRACTOR TO BE RESPONSIBLE MR WE SEIMTM. PURCHASE AND INSTAUUWON INCLUDING UFE SAFIET1' OF THIS
PRODUCT BASED ON THIS PRODUCT EVAUJARON DOCUMENT PROWDED HE/SHE DOM NOT DEVIATE FROM ME
CONDITIONS DETNUED ON THIS DOCUMML CONSIBUCIDON SAFOY AT SITE IS ME COMIRACI[ORt RESPONSIBILITY.
(C) THIS PRODUCT WAUUUWION DOCUMENT WILL BE CONSIDERED W%LID IF MONFM
(D) SITE SPECIFIC PROJECTS SHALL BE PREPLUED BY A FLORIDA REGISTERED ENGINEER! OR ARCHITECT WHIM WIM
emomi: THE MGmER or RECORD (C.O.R.) FOR ME PROJECT AND WHO VAU. BE RESPONSEUEE MR ME PROPER
USE OF ME P.E.D. ENGINEER OF RECORD. ACTING AS DELEGATED ENGINEER TO ME P.ED. ENGWEER. SKAU. SUBMIT
To ME LOTER ME ShE SPECIFIC DRAWINGS FOR RNEW.
(E) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNVIDURE OF ME PROFESSIONAL ENGINEER UNT
PREPARED ff.
"I'll ...... THIS DRAVANG SHALL ONLY BE USED TO OBTAIN
1 PERMITS IN THE STATE OF FLOIUDA
%
FLORIDA BUILDING MOE (High & Non High Velo6ty Humicone Zeno)
0 �.17 hUEM sK,.
TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM
1
0.
- -
LTE \
FOLDING SHUM CORP.
C 0..,.
PACE
W. . IN.I.I.No M.lAnl
17-082
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My WaUDE PERFORA 0 AS PER
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WAU hFADER
6O&Y-T!i ALLOY
A.
6w-TS ALLOY
(TO BE �0 ONLY ftm�AZIONS
JO = OR wc� ABOW GA'IDE
U� AT BOTTOM OF OPEVM
SIEE COMPONWIS X. 21 & a M
�ra J.)
(2) 2- MAX B.O.
MAM02 m
606�16 AUCY
(g) ALT BOYTOAf TRACK ADAP
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ALUMMM ANGLES
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60GJ-T6 ALLOY
COMPONENT
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Q
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0.25'
0.062*
RAIN HO
6OW-76 All"
Ts
FLORIDA BUILDING CODE (High & Non High Velocity Hunicans Zone)
0 2017 MICA Wt ITITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM I ge-�Lon
FOLDING SHUTTER CORP.
CO
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EYPICAL ALTERNATE PERFORATED
(I)SLAT WINDOW ELEVATIO
"RGE MISSILE IMPACT)
Vp � WOE
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A MWIWM Ol' 24ffAFATI. M WNW. FROM
ENDS CF SLAT w 4, 8017l
;IR SIAT MW NEAD?
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SIAT WMOW DKTAa
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TABLE 1: SOURCES FOR
& (a
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MNOR
SAW
W�/scwwce
oAXPO
�m 3ho
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cmATY
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ASIA 0.35
8461 PAJ.
85cc p ..L
TABLE 2.- SOURCES R (p
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11.500
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AST, 071.
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NOTCHED ODD
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7
.9.
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FLONDA BUIWING CODE (High & Non High Velocity Hurricane i5Dna)
TITAN 11 FOWING IMPACT PROTECTIVE SYSTEM
FOLDING SHUTFER CORP.
C 0
,A.
17-082
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SE� END CCNNECTION DETAILS
ON SHEET 9 TYP. FULL. HEIGHT. FOR
CONCRETE. CONCRETE BLOCK OR
WOOD INSTALLWIONS.
09 + 13
7PIQ
�L ELEVATION 4
-6 NOTE.
SEE SECTIONS I THEN 3 ON SHEET 5.
SEE SECTIONS 4 THRU 6 ON SHE " '*
SEE SECTIONS 7. 7A & 7B ON SHEET 7.
'T
SEE SECTIONS IW & 2W ON SHE NTS 10 �T
SEE SECTIONS 4W. 4AW & 7W 0 HE 11.
SEE SECTIONS 7AW, 78W, 8W & 14W ON SHEET 12.
or (�) w/ @ , @ , (C� OR @
USE (3) 9 AT 30- D.C.
FOR SPAN , S LARGER
THAN 99* UP TO 144'
A.
NO. 44167
f NOTES ON @ & LOCKING NEES @1 AT(D&(�).
1. TWO (2) @ SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED
R I USE THREE 3) MR LARGER
SPACM AT 30. UP To :1921AN WAY BE
AT 30m D.C. FO Spo"!
SPANS D.C. AT COMPONENT
31ST,ALUED INTERIOR OR E %
6YERIOR SCREWED TO TAPPED HTERPIECES
(g). LOCATION OF SHALL BE AS SHOWN ON TYPICAL ELEVATION.
2. (2) LOCKING TUBES SH'%ALWAYS BE USED TOP & BOTTOM AT
�rS FS 1111RIIECEr
DMUZ WT4 OR AT ALL INSTAL-AFONS. LOCKING NOES
BE SECURED W LEVERS AS SHOWN ON SWEET 9.
If SEE LIMITATKINS FOR @ ON SHELF 2 1
FLORIDA BIJIWING CODE (ICgh & Non High Veloc;ty HurTicane Zone)
TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM
-ri LrE C —0..,.
FOLDING SHUMIR CORP.
TA.Uff n.o V.. I o
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To G� I /,- . ni�
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W LEND KAUDN 131
cl (ri, SICTIOW). MD 3/4
(SEE: S.m IS) WNG(IYP. W). DOOK AT WALL FACE MOUNTING INSTALLATION WeEneffl 1/4,=
Hi cree.) GN 13
SECTION 2 W/ 1 31C
WALL FACE MOUNTING INSTALLATION e,ee.
m/m/wqx". p/m/g/
SECTION 1
L" 1-- 1 1 GROUTED �" K
o 2 � one
ED X
0
L
EAGGERED ANCHOR SPACING DECORATIVE WALL TRI
DETAIL FO MOUNTING INSTA
INSTALLATIONS DETAILS INTO CONCRETE
& CONCRETE BLOCK
E�: N.T.S. 4167 02017 WEDS m
NOW FOR COMBINATION OF qECTOHR:
C.D. . EDGE GIWAN
CE
1- MOUNTING SECTIONS C41 BE COMBINED (SEE SPECInCATiONS CN SHEET 13)
IN � WAY TO SUIT � NST�TION. 10
AL -0; Q�.
t SEE LIMITATIONS FOR @ ON SHEET 2 �,,,F,-000i "
m V..
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To"I mf� NEU)
—1 h� i I
ILDING CODE (High & Non High Velocity Hurricane Zone)
If FOLDING IUPACT PROTECTIVE SMEM
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STANDARD COUNTER —TOP MOUNTING INSTALLATION
MAIL —CQUNTER-102 AIDUNTING
MIML-5
INSTALLATION SECTION 6
F— A. D BESIGN PRESSURE RATNG- +66.0. -66.0
SO OBIGN PRESSURE RATING- +66.0
9
v
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on Ac - Ale
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BUILD —OUT FACE MOUNTING
INSTALLATION
SECTION 4
-1 WEET 13)
Nq EQ..
Ca 3je 7EKS SCREel
OR I/e 3/4' ESLU of/ WS
INSTALLATIONS
DETAILS INTO CONCRETE REOUNUED
& CONCRETE BLOCK
BUILD�' MOUNTING
INSTALLATION
SCALE N.T.S.
4A (BOTTOM)
aORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone)
NQIE FOR 9ECTIONS:
0.017 %= 'NQ ITITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM D10e. an
COMBINATION OF
E�D
I— No UNTING SOMONS CAN BE COMBINEO) EE S1EMaGFE1CADn1g0NMSC0EN SHEET 13)
17
T LNE C -0,,. FOLDING SHUTIER ORP.
31 ANY WAY TO SUIT ANY INSTALLATION.
Ca. A. 17-082
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121
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9
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MI
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TME INGOT 13)
ALTERNATE WIPED MOUNTING
ALTERNATE TRAPPED MOUNTING
INSTALLATION AT BOTTOM
INSTA"TION AT BOTTOM
SECTION 7A
SECTION 7B
NOTE MR CKI OF SECTONB, 7�D - EDGE DISTANCE
I- MOUNTING SECTIONS CAN BE COMBINED Sj EpEcincAFONS ON SHEET 13)
IN ANY WAY TO SUIT MY INST�I.ATION.
I SEE UMITATIONS FOR @ ON S� 2
FLORIDA ROAMING WOE (Kgh & Non Kgh Velucay Hunicone Zone)
No.44167
No. TITAN 11 TOWING IMPACT PROTECTIVE SYSTEM — Oo.
WUL
FOLDING SHUTTER CORP. 07MI17
NE
"4
7
704.11.
17-082
M.
T1 1.. —1 7 Or 11
lw , .1.1
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on -., ,..) 0.
SPAN TUBE MOUNTING INSTALLATION
SE
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TYPICAL EL010,4111! AT ROTTOMI
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— — — — — — — — — — —
'0 0 0
0 0 --cp. I
NO. 44167
TYPIQl ElEVATlqj.WF AT MIDNEIGHT)
I I su 'OR 0 on smEl
TABLE 1: MAtK. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR 6070m) *
TUBE
SIZE
MXG)JUM
PRODUa
SPAN
A.LOWAIlLE TUBE
SPAN
REQ'O ANGLE
LENGTH Ek END
NUMBER OF ANCHORS
PER END OF TUBE
TOP OR BOTTOM
TUBE
TOP OR BOTTOM
TUSE
TOP OR BoTrom
TUBE
Go"
106.0,
13
8
2%4mxl/Bw
96'
85.0*
17
10
144'
69.0,
13
a
Sow
117.0'
17
10
2-x4-xl/4-
96*
110.00
21
12
144'
91.0'
21
12
. 1
109.0*
1 17
10
�96-
LCOO-
21
12
'44.
B,.C.
17
to
lo:
!14.5
21
12
2',,&'.1/8'
-82
SO:
21
12
14�
93.w
21
12
.. .. 1. C ... R[ ..� .�.Ufl JRLI WRUn T.1 .1 TRE
SHUTTERS HOP ABM & BELI DOES NOT EACEED THE ACC PRODUCT SPAN
SHOWN am TABLE 1.
TABLE 2: � SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIC"T)
TUBE
SIZE
m1mum
PRODUCT
SPAN
ALLOWABLE TUBE
SPAN
REO'D ANGLE
LENGTH EA. END
NUMBER OF ANCHORS
PER END OF TUBE
60'
76.0'
13
12
2'.4-.7/8-
96-
60.0,
17
is
144'
48.0'
13
12
80'
97.0"
21
18
2094�xl/4*
So'
79.0"
21
is
144w
65.0'
21
18 1
80.
77.0"
1 17
1 15
96-
70.0'
21
18
1",
57.0'
17
15
80'
aa.o'
21
18
2*4'.1/80
96'
21
is
144'
21
is
"WATIOUS DET41LS 4q--rfL4kf TUBF—WTO RIDUK�kl
OR GROUTED CONCRETE BLOCK WALL
SCAUi: N.T.S.
FLORIDA BUIR-DING CODE (Righ & Non High N
nUXCo A. TITAN 11 FOLDING IMPACT PROTECTIVE
c 0 �11,- FOLDING SHIMER CORP.
C..RCOUR. 01-1104ICMG�
. � K .13
ltoo�
..o.=
Humcone Zoni
MT --- -
17-082
in
V
/e.
lie.
Pe nol�
lo'
3
BUILD—OU
END
CONDITION
NOTE I
ONE LOCKWG
WNWIN-71m
HORIZONTAL SECTION
20
-4ulft
P
..eI
F*-M�Y VARy AT IAST SIAT AT TRkPPED OSTAU MKIM7
—/GcZlZ-- --\
T SEE UnalinKoc; FOR 9014 SKEET 2
SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR
. INSERTED INTO THE BOTrOM OF EACH ALUMINUM LOCKING TUBE (a A
0.357'.0.357" AND IT Sftl BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE % AND SECURED
IWO IT WITH A 0.120' o.d. HOLLOW PEN. THE B0Tr0IJ 1.100" OF THE TIP SHALL BE 0.3630 DIAMErER 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".0.085' THICK COULVit MUST BE INSTALLED. AT THE TOP OF THE
ALUMINUM LOCKING TUBE & . A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE
(I)PECE. 1.375' LONG, W?9 A 0.366".0.365".0.630' LONG END SHALL BE INSERTED AND DIMPLE CRIMPED
INTO THE TOP OF THE ALUMINUM LOCKING TUBE f& . THE TOP OF THE PIECE MUST INCLUDE A 0.6w
DEEP BY 0.188' WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER.
SOLID THERMOPLASTIC TIP INSTALLED AT @ SHALL BE ENGAGED INTO 3/8'0 HOLES DRILLED ON THE oLrrER
HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS.
END INSTALLATION DETAILS INTO CONCRETE,
CONCRETE BLOCK & WOOD (AS APPLICABLE)
or (il!I) T
"s"', ELT-sipeon,
�3/ 6- Pal, m
" 1'
ENE) LOCK ANGL
onown")
mcm:
0 5T
r`/ I `
C; Lu;
END LOCK ANGLE
. �conw
we
R
OR
ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL
A. T14Z"�:�
RORIDA BUILDING CODE (High & Non Wigh Velocity Hunlicane Zone)
%
TITAN If TOWING IMPACT PROTECTIVE SYSTEM
A 44 LU9>1
/T1-L rE C —0,,..
FOLDING SHUTH CORP.
07ADII?
tW,
17-082
M.. no
IV 13
I A�N—
1
1
A I
I 311v PW
2- x r IXGVV.l'
CORNER POS
.. Io�
" "' ;"W'l- -
S
END INSTALLATION DETAILS INTO CONCRETE,
CONCRETE BLOCK & WOOD (AS APPLICABLE)
P4
A
ND�NEAD
a SIDES1
OPTIONAL SIDE ANGL
I'm mono. . . )
1/4' 31C MS
. W.C.
!V "oo
.I= . U
.1.
PLAN VIEW A —
TRAPPED EN
CONDITION W/ FLAT END
11ORIDA WWIKG CODE (Wigh & Non High Velootty Hunicone Zone)
TITAN rl FOWING IMPACT PROTECTIVE SYSTEM
I —.--
FOLDING SHUTIER CORP.
17-082
MONA. RNN KDQD
S's i ss.
HWSING j'Gjr%'CUrWW�" ('Yp. TOP)
W
Rou've I, W. ). mu'r
Q,eLNG �T)
110 x a- �
\_
3/16* �U. POP
0� 0N.
W A o.,w
on 9=w
CON
0.16 Ti�ovo-
0.
e&n.. .500.
OV.
Me Q,2.V 14, AND
2 N' QNG Done.
UllVFM`
to or
. � D
Ix
00,320
.24V Ld.
sm (M.)
4=0
A
2*.e cm.
TO GLASS
oNnU 13)
M le 13):14
2-0- CftT. I
NAM ADD
i
WALL FACE MOUNTING INSTALLATION
SECTION 2W (10P)
A.W B POP
0 "o.c.
�WMI FMSH
WALL FACE MOUNTING INSTALLATION
SECTION 1W INSTALLATIONS DETAILS INTO WOOD
tR A.
............
V� Fl.ORIDA BUIMING CODE (High & Me. High Velocity Hun�jcone Zone)
t SEE UMITAPONS FOR @ ON SHEET 2 1 ... - . 0 m, TUD00 M. TITAN If POLDING IMPACT PROTECTIVE --
NOTES No. 44167 SYSTEU7--z-
EOTP FOR CMMRINAnnN Q z: * , P/"
I - I �JLE C -0�,,, FOLDING SHUUER CORP.
1� FOR WOOD FRAME CONSTRUCTION: WOW MEMBERS TO /T
oe
K HAVE A 1,11M. SPECIFIC DENSITY OF 0.46 0 1— mouNnmc sEncus T In. A I.. F
e= REM— 1 1 7-082Z
R ED
No
e.m 10 a, 13
I
,d
'IV. . 3/.� FENS SORM A 1/4* x 3/�
SOLM W/ Num, A 6. O.C.
SHOT .3)
�TVUUMT 3/1.- .
Pop AW15M, 0 r O.C.
NOTE
hew Be. GS.
SEE LIUffATIONS MR @ON SHEET
5Z�
TO PHOOUCT Hei
)ULER HOUSING
SO.
/-&
IIW' 54. SX�S. W/ 1/2'0 0/. - I- WOUNDING.SECTIONS C� BE OMBINEB
CONNICTIKIN w
IN ANY WAY H SUIT Y
LOG NYLON BUSHReS (yO, TOP)
. t- ma DG. warnh). OcCEPT
a —no cm.)
11- OR MOD FRAME CONSTRUCTION, WOOD MEMBERS TO
ri-VE
E -EB1111
A N%1N. SPECIFIC DENSITY OF 0.46 OR EOM
8D
S�p MUM YSS SM WIOZ7r two HYLGH
#'o
Bu&HHG W/ osw LehG Top BE.
0�18- A
0 500, MO. .0 A245- Ld. AND 0,20' LOG
BOTTO SMOH 0.1he OG, AND A24V W.
sm�"Oht
To GLUSS
IffSQHOUOX
sHarr 13)
(Sm ScHmUu
GH .. 1.)
ji�zcgj
��TC LEG
�Uocxnoh
(Sm no.
OPTCHUU. RUN
(hon-muctu
RytM a 5. O.C.
POP RNIiTs
GOT, smis
So
SO
r.., me. HAND,
,,S, MURED
2%V COW.
J
4 . 3,
4 SCREW
.
" HHU m)
I/VO 1 3/c MQ5 � �� !� I \� A '/.- .. . r .c.
W/ Sir lWseER Am KOV. SOCISH/HuM
3/v BOLTS W1 HUM A CORRECTION[ 0
1 516- WViHER 0 4- Go
CO&DESSIC61 m
Se
il Ll �t
% BUILD —OUT FACE MOUNTING INSTALLATION
,'ACE INSTALLATION SECTION 4AW.,,(WtTGM)
SECTION AW
'ALTERNATE LEG LOCARON AND ANCHORAGE TO WALL. SHOWN DOTTED
INSTALLATIONS DETAILS INTO WOOD
N.T.S.
Ol
or
or
. pw RHRM
O.G. So. SGES
-COMBUSTION M
—2- Mc� Ee�2- H. ED�
TRAPPED MOUNTING INSTALLATION
SECTION 7W
FLORIDA BUIMNG CODE (High & Non High Velocity Hunlimes Zone)
TITAN 11 TOWING IMPACT PROTECTIVE SYSTEM
LTE C —0,.,
FOLDING SHUTER CORP.
1.. . B..He,.G Go.,
hth.
ye-Oce,".
&TER x ".,z
�. al ,
Gh.
1 !E=+44—
!
I I
FLOOR MOUNTING INSTALLATION
SECTION 7AW (BOTTOM)
(3) 511V I W
1. . I C.C. or
BITTUD� MUSSES
w MR rn A
I.. �AAATIO�
ED (XASS
. I
� s
(SEE SONTED JUE—
i
28
ON SNEER 13)
RICO
OPT"t "Nora
po� RmOrs a v OX.
AT PW
31,1V FC,ET5
A, W 01 BOR, GOES
ME OF G.Aa�
UGAGE
—EDGE OF 5
2 no 0
A
DECK RECI
Ra FTASN
OCKNECTION DO
IF
EAD,
2' CO.
HE
t SEE UUJATaONS FORG0100. �sm
ALT TRACK ADAPTER
MOUNTING
INSTALLATION
SECTIO
ZBW (BOTTOM)
- TNAFF- OE SECTIONS:
II- MOUNTING SECTIONS CM BE COMBINED
� INSTA11ADON.
'x4' CONT.'
NOMS'
FILATE REWO,
I- FOR WOOD FRAME CONSTRUCTION: VOOD MEMBERS TO
BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EWAL
2- SEE SECTIONS BIN & 14W FOR MAX. XSO. DESIGN
PRESSURE RATING 8, SPAI
EASTNC 2. MOOD
VoCES ON m
AT 24' G.C. MAII.
STUDIO 0 To- O.G.
) Ew IF PI.I.
1/4* NOT. KYAOCD OODING SOFRU
�VOEV S.& SI
N',ON
010 Co. M� 'r/
;,J.
MON. —
BLOCKING e/ A 0. 50,
SECDON'tc`
0
i
INSTj
OD. MO 0.245- La. Me
L_
..
1
4
A223' .. Irmo, ON
=1
;B
smnQN ..no. ... .0 TO
0.2. .d. (DIVE —
MP) an w 3)
SnAN
C'.
T
b
-
HEADER TO TRUSS M ITION
SECTION 8W (TOP)
IMAX. A.S.D. DESIGN PRESSURE RATING +60.0, -60.0 PSFl
(2) 1/00 rAJICCW OR 1/4-0 CREDE-RUE(
CA 'le.
os U'D ECRIVI5 AT MOVAITH OF OIL STVD W/
2 JJZ Mr. T.REAGED PENETRATION NO Tol"
=a
1/41v A
SCRE", OR
,/Z No
M0 a
ua�
ADD I.I.N.
I/.' A 3/4- TEA �Aearur .
room A v D.C.
o'
-20 . 3/4
IUTS A,
MO. �S.D. DESIGN PRESSURE MTING- +60.0. -Boi_PSD
wo
N.T.S. FUGRIDA BLAWING CODE (Wgh & Non High Velocity Hurricane Zone)
No. 44167
"U've, To.
zz�Inc.
FLU, 11 on., ... ...
r,ace, IT AA,.
TITAN 11 FOWING IMPACT PROTECTIVE SYSTEM
hea" W.
WIL
FOLDING SHUTrER CORP.
Toce..
P" ITEACK
`Nr
.1,
7-082
1. Of 13
m
pe.
FRODoR
30 psi
I".0,
I",
I ISO Wit
35 psi
50.0,
60'
as us/ft
100O_
100-
140 lb t
144'
144*
210 Wit
40 D.f
60.0,
60'
100 lb/ft
-7w-a,
-ic o'
-w ub/ft
144 '
144'
Q lb t
46 psi
60.0,
60.01
115 lb IT
8040M
80rom
154 lb It
97.0'
97.0'
187 JbIft
-715 _0"
1 l5mOm
221 lb/ft
1"'
144'
276 lb/It
50 Pof
0,
125 Ib/It
89.0'-
89.0,
187 lb/ft
100.0'
100.0,
208 b/ft
-72-0,W
V_6r0_.W_
120.0"
250 lb/ft
1""
140*
30D lb/ft
55 P-f
6O.Ow
60.0,
138 lb/ft
81.0-
81.0-
187 1?4fr!
-70--
0.0
DO 0.
100.0-
1
229 tb/tt
120.0"
120.0'
275 lb4ft
137-
134-
330 lb/ft
60 pof
60.0m
50.0*
150 Ib/ft
80.0�
60-.0'
200 lb/ft
100.0m
im.0"
250 lb/It
115.0"
11540"
288 lb/ft
131'
1 28"
65 O'l
59.0"
99.0,
1
9240"
92.0'
249 to k
100.0'
Iwo'
271 lb it
126-
123-
360 Ib/ft
70 D.f
60.0,
60.0,
175 lb/ft
100.0.
MD.O_
292 lb/ft
121"
1 18� 1
374 lb/ft
75 psi
59.0'
59.0,
187 Ib it
-roo-w
-Two*
313 jb/tt
117"
114'
387 lb/ft
80 pel
113"
111-
400 lb/ft
107-
104-
4
101-_
Q4;2
47111,
tlO,.f
94'
�vu
468lb/ft
120 psi
87*
82m
484 Ib it
130 Od
w,
76m
483 JIpjft
140 pf
74'
70'
484 lb/ft
150 pof
69'
66-
Q3 lb/ft
150 pof
65'
62- 1
483 b1ft
NQUIDS,
L+; WQQN� �WnUN.E PROOViT SPM Pon A
Q� Mlphl� XS.D DESION PRESSURE RARNO.
L, " . A_LOW�E PRODUCT SP. MR
Gh4EN NE�IM &S.D. DE51ON PRESSURE
mTeKL
FINAL Duummum PRODUCT SP. a
EOM TO �E MINIMUM DETERMNM PRODUCT
WAS BETNEID1 'L.' AND 1'.
CONNECTION CAPACITY SCHEDULE
(MAX. ALLOWABLE REACTION TOP & BOTTOM LB/Fr)
FOR MIN. EDGE DISTANCE$ SHOWN ON ANCHOR SCHEDULE
CON.
TYPE
MCHOR
SPACING
CONCRETE
ANCHOR TYPE
CONCRETE BLOCK
ANCHOR TYPE
STEEL
ANCHOR
TYPE
WOOD
WOOD
ANCHOR
ANCHOR
TYPE
TYPE
A
B
C
A
C
E
A C F
A C F
9
425 LB/Fr
-
388 LB/FT
157 LB/FT
134 LB/FF
256 UB/FT
397 LB/Fr
397 'B/FT
cl
6
473 L84FT
-
418 UB1Fr
236 UB/FT
202 UB/Fr
383 LB/Fr
LB
4324F
432 LB/FT
/ T
12
387 UB/FT
7-
-33-4 Lee Fr
-
1-66 -LB7F-T
-- 7-
742 Lff FT
Y---L--
/F_
F7, LB/TT
347 LB FT
347 LB FT
C2
9
----2Fr
456 LB
-2-
-T6 LS/Fr
ZED L F
- BIT r
so LB Fir
_LB7FT
3 a LBT--
380 LB FT
380 LB FT
6
525 LB7ff-
-wi-q�-/Fr
-�-12 L57Fr
-2785m-/�
35-3 ue/Fr
"S Lam
9
390 UB/Fr
309 UB/FT
157 UB/Fr
134 LB/FT
257 UB/Fr
329 UB/Fr
C3
6
426 12/FT
375 LB/Fr
1236 UB/FT
202 UB/Fr
1298 UB/FF
405 LB/FTI
E,3 LST
FT
572 LB/Fr
326 LB/FT
304 UB/FT
418 LB/FF
631 LB/Fr
9
466 UB/Fr
370 LB/Fr
157 UB/Fr
134 UB/FF
256 _B/FT
393 LB/Fr
C4
6
592 UB/Fr
440 LB/FT
236 LB/Fr
202 L13/Fr
357 LB/Fr
483 LB/Fr
3
972 LB/Fr
682 UB/Fr
389 LB/FT
364 _B/FT
500 _B/FT
753 UB/FT
9
281 LB/Fr
E487LB/Fr
224 LB/Fr
81 LB/Fr
83 LB/FT
143 UB/Fr
103 LB/Fr
C5
6
421 LB/FT
334 UB/Fr
122 UB/FT
125 _B/FT
214 UB/Fr
155 _8/FT
3
843 LSIFT
670 LBIFT
243 LIE/FT
250 UB/Fr
432 LB/Fr
Li UB/FT
9
273 LB/FT
325 LB/FT
215 UB/Fr
-
138 LB/Fr
il
10 US/H
C6
6
410 UB/Fr
323 UB/Fr
-
-
207 _B/Fr
153 UB/FT
3
822 UB/Fr
975 UBIFT
648 _B/FT
-
-
414 LB/Fr
307 LB/FT
4
269 LB/
�0' FT
2/7
163 L�11`
-
'1 4 LB/Fr
153
C7
3
358 LB/FT
1 4U R
244 LB/Frr 1
152 UB/Fr
204 UR
2
-
I -
- I
-
305
L2
91 L8/!:
1 ':'
�29 Lml
1
265 Ue/Fr
168 US
8
rc
1
7i3 E/FT
i LB/FT
614 LU/FT
397 UB/Fr
252
6 1982
LBIFT
11194 UB1FTI
819 U3/FT I
-
530 UB/Fr
336
SLAT
HIGH VELOCITY
NON HIGH VELOCITY
Spm
HURRICANE ZONE
HURRICANE ZONE A
ZONE 1,2.3
ZONE 4
51-10*
2 1/2-
1.
2 5/8'
AS LESS
,5,-Io"
2 5/8" +
1.
2 3/4"+
TO 8'-3'
>8'-3'
.
3 1/2-
3 5/8'
TO 12 -0
AAS DEFINED BY ASTM E-1296 STANDARD.
+ EXCEPT THAT 3 5/8- SHALL BE USED
FOR MOUNTINGS AS PER SECTIONS 3,
4, 4A & 7A.
N.
CONNECTION CAPACITY SCHEDULE
(MAX. ALLOWABLE REACTION TOP & BOTrOM LB/FT)
FCR CONCRErE & CONCRETE BLOCK
FOR SHORTER ED. (2- FOR A, 2 1/2- FOR B & 2 1/4' FOR C ANCHORS)
CONNECTION
TYPE
ANCHOR
SPACING
mim E.D. anumm alm AimCc=iuR SC�EZULE
CONCRETE
ANCHOR TYPE
CONCRETE BLOCK
AMNCHOR TYPE
A
B
0
A
C
C
9
417 Fr
-
JaS LB FT
j418B
-
P_
134 UB/Fr
6
461 _B/Fr
-
L FT
-
202 UB/FT
12
375 UB/Fr
-
3
334 LB/FT
-
142 LB/Fr
C2
9
417 LB/FT
362 _S/Fr
-
190 UB/Fr
6
502 LB/Fr
-
419 LB/FT
-
285 UB/FT
9
372 LB/Fr
-
309 UBIFT
75 LB/Fr
C3
T341760
469 LlI/Fr
-
375 UB/FT
202 LB/Fr
IF
LB/Fr
60 Le/
-
572 LB/Fr
-
304 LBIr-
9
445 UB/Fr
-
370 _B/FT
-
134 LB/I
C4
6
561 LB/FT
-
448 LB/Fr
-
1202 LFl
3
912 UB/Fr
-
682 La/�
-
1364 LB/FT
9
226 LB/Fr
-
224 LB/FT
-
83 LB/Fr
6
339 UB/Fr
-
334 LEL!T
-
125 LB/FT
-Ca-i -La/Fr
250 LBIFT
-221 -LB/Fr
251 UB/Fr
215 UB/FT
6
332 LB/FT
378 UB/Fr
323 LB/Fr
_io -LB/Fr
-fs S, -Li3/Fr
C4 e v
-
1
31 2
1
111 UB/Fr
C7 I
1 131
0 LB/FT
3LIB L'B/Fr
244 _B/Fr
1
12 1388
UB/FT
460 UB/FT
409 LB/Fr
C8
1582
UB/Fr 1691
UB/FT 1614
LB/Fr
H13
6 1777
LB/FT 1921
ILB/FT 1
819 LB/Fr I
ANCHORS SCHEDUL DSEE GENERAL NOTE C.2 ON SHEET I
ANCHORS
ANCHORS
MIN. E.D.
MIN. SPACING
TYPE
DESCRIPTION
_CONC.FC,8LOCF WOOD STEEL
I CONC. IC. BLOCH WOOD STEEL
A
1/4-0 TAPCON W/ �MCED
3.50'
2.50'
a
N/A
4.00'
4.00-
N/A
NIA
THRENDFORM TECHNOLOGY
B
1/4" 0 . 3/4" SCUD SET
3.50"
3.50"
N/A
N/A
H/A
C
1/4' 0 CRETE-FLEX
3.00'
3.00'
a
N/A
E
1/4- 0 ITW-BIJIUDEX
NIA
N/A
MIA
1.00-
TEK SCREWS
F
014 NOS WOOD SCREWS OR
1
N/A
MIA
9
N/A
1/4" NOS LsG SCREWS
FLORIDA BUILDING CODE (HTgb & Non High Voiceity Hvh6cohe Zone)
02017 OJECO pOL
TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM
ph
FOLDING SHUTTER CORP.
.1c
/77sees
1 L R C 0
1
17-082
_R�onhon
numpa �. j...
SKIDET . W 13