HomeMy WebLinkAboutAPPROVED FL 17080.1Florida Building Cade Online Page 1 of 2
ProfessionalBusiness & •g
acts Home Log Ir- user R"Jstratin r Hot Topics Submit Surf harge Stats & racts Publicatims Contact JS 905 Sib. Map Llnirs Search
Product Approval
P r ER: nuhfi[ 115Er
Protlu d. A15p-1 Menu a Prpdud or App 1r tic Search r Applroat Ion Lis[ > APFFi bwr Detail
FL # FL17080-R3
Application Type Revision
Cade Version 2020
Application Status Approved
Comments
Archived
Product Manufacturer Folding Shutter Corporation
Address/Phone/Email 7089 Hemstreet Place
West Palm Beach, FL 33413
(561) 683-4811 Ext 7675
edh@foIdingshutters.com
Authorized Signature Ed Heritage
edh0foldingshutters.com
Technical Representative Ed Heritage
Address/PhonejEmail 7089 Hemstreet Place
West Palm Beach, FL 33413
(561) 683-4811 Ext 7675
ed h@ fo Id i n g sh utters.co m
Quality Assurance Representative Ed Heritage
Address/Phone/Email 7089 Hemstreet Place
West Palm Beach, FL 33413
(561) 209-7675
edh@fokdingshutters.com
Category Impact Protective Systems
5upcategory Operable
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Walter A. Til lit Ir., P.E.
the Evaluation Report
Florida License PE-44167
Quality Assurance Entity PPS Corporation
Quality Assurance Contract Expiration Date 12/31/2028
Validated By ]ohn W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
FL17080 R3 CQL_QQI FUlding ShLIttCi-Corp I Itan H ❑rwo 20-190.13df
Referenced Standard and Year (of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wG E VXQwtDgv2aBQpHpQQ... 1 /11 /2021
Florida Building Code Online
Page 2 of 2
Product Approval Method
Date Submitted
Date Validated
Date Pending F13C Approval
Date Approved
Summary of Products
Method 1 Option D
08/10/2020
08/11/2020
08/17/2020
10/13/2020
FL #
Model, Number or Name
description
17080,1
Titan II Folding Impact Protective
Extruded aluminum blades folded together through knuekles
System / HVHZ & Non-HVHZ
and retained by tracks to provlde Hurricane Protection
Limits of use
Installation instructions
Approved for use in HVHI: Yes
FL17080 R3 II PIED Folding Shutter Coro Titan H Drwg 20-
120-adf-adf
Approved for use outside KVKZ: Yes
Impact Resistant: Yes
Verified By: Walter A. Tlllit Ir„ P.E. PE-44167
Design Pressure: +160/-160
Created by Independent Third Party: Yes
Other: Max span Is 12'-o" for +46, -46 p-s-f- A-5.0. design
Evaluation Reports
load and T-2" for +160, -160 p.5.f. A.S.D. design load. See
FL17080 R3 AE PER Folding Shutter Corp Titan II Drwg 20-
J 9; .pdi
sheet 13 for additional spans and loads.
Created by Independent Third Party: Yes
back 4icz!
Contact us :: 2601 Blair Stone koad. Ta,lla Wl Spit, FL 32599 Phone: 850-487-1624
The State of Florida Is an AAJEEO employer- Cdayrioht 2007-2013 State of Florida, :: Privacy statement :: Acce5514lllty 5tatemen[ ;; Refund Statement
under rlorlda law, am11 addresses are pu tills records. If you do not want your a-mre all address released In msporue to a put lic-records request, do not send electronic
mall [o this entity. Instead, contact the office by phone or by tradrclonal mall, It you have any questions, please contact 850.487.1395-'Pursuant to Section 455-275
[L], Florida Statutes, effective Omlo.r r, 2012, licensees licensed under Chapter 455, F-5- must provide the Department with an emall address It they have one. The
a" Is proAded may he used fa, ofR[Ial communl[ation with the licensee- Howawr email addresses are pu blk moord- If you a{p wt wlsh to wpoly a personal address,
please pm Ida the Department wah an am li address which can be made aval lable to the public- To determine it you are a licensee under Chapter 455, F,5-, please
cl lck h=.
Product Approval A—pta:
®®0Ed®
Credit Card
Safe
http:l/www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqv2aBQpHpQQ... Ili 1 /2021
I TITAN R FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR
COMPLIANCE IN ACCORDANCE WITH THE 202D (71h EDITION) OF THE FLORIDA BUILDING CODE. THIS FOLDING IMPACT PR07ECTFVC SYSTEM
MAY BE INSTALLED AT RICH VELOCITY HURRICANE 20HER (WVHZ) AND OUT OF THEM (NNV14Z)•
DESIGN WIND LOADS SHALL HE DETERMINED AS PER SECTIONS IUV (HYWZ) d f606 (NINHZ) OF THE ABOVE MENTIONED CODE.
FORA BASIC WIND SPEED AS REOURRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A DIRECTIONALITY FACTOR
Kd� 63. USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM A-S-D. DESIGN PRESSURE RATING INDICATED ON SHEET T3.
IN ORDER TO VERIFY THE ABOVE CONDITM. ULTIMATE DESl11F WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST
REDUCED TD A-5.0, DESIGN WIND LOADS ITY MIJLTIPEIING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX- (A,S.D.)
OESIGN PRESSURE RATINGS INDICATED ON SHEET 13,
IN ORDER TC VERIF7 THAT COMPONENTS ! ANCHORS ON THIS P.E-D.. AS TESTED. WERE NOT OYERSIRESSFD, A 33 X INCREASE IN
ALLOWABLE STRESS FOR WINO LOADS WAS J= USED IN THEIR ANALYSIS- A DURATION FACTDR CD • 1.90 WAS USED FOR VERIFICATION
OF FASTENERS IN WOOD_
FOLDINGIMPACT PROTECTIVE SYSTEM AOEOUACT FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH
SECTIONS 1629 A 1609-1-2 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICAIE ENGINEERING TESTING. INC.
(H.E.T.I.). HURRICANE TESTING LABORATORY (H.T.L) l AMERICAN TESTING LAB OF SOUTH FLORIDA AS MR PROTOCOLS TAS-201,
TA5-702 AND TAS-203, AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER S£CT10N f6i6 A t604 OF THE
FLORIDA BUILDING CODE.
2- STAINLESS STEEL SWEET METAL SCREWS USFD AT SLATS Q ■ 0 SMALL BE j 10 A 3'. A10-HT MINIMUM SERIES W/ 173-6 IRE YIELD
STRENGTH k 167.4 kal TENSILE STRENGTH- SCREWS SHALL BE COATED WAIN XYLAN 5000 SERIES FLUOPOPOLYMER COATING, AS
MANUFACTURED BY WHITFORD Co. BOX 507, WEST CHESTER PA. 19381-
3- ALL ALUMIRUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2. MINIMUM YIELD STRENGTH
FOR 6063-TB ALLOY AT SLATS SMALL BE Fya25-9 kd- ALL ALUMINUM EXTRUSIONS IN CONTACT WIFN DISSIMILAR MATERIALS SHALL
COMPLY WITH SCCTION III -II OF THE 2015 ALUMINUM DESIGN MANUAL -
A. ALL SCREWS TO BE STAINLESS STEEL 304 OR 31C SERIES W/ SD kRl YIELD STRENGTH AND 90 kP1 TENSILE STRENGTH OR
CORROSION RESISTANT COATED CARBON STEEL ITW/BUILDER TEK SCREWS AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION
241T iJ3.4. ALL ALUMINUM POP RIVETS 10 HE 3057 ALUMINUM ALLOY WITH ALUMINUM MANDREL
5- BOLTS TD BE AVM A-307 GALVANIZED STEEL. OR AN 304 OR 316 SERIES STAINLESS STEEL WITH 35 kAl MINIMUM YIELD STRENGTH,
6- ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED)
(A) FO EXISTING POURED CONCRETE:
- 1/4" P TAPCON W/ ADVANCED THREADFORM TECHNOLOGY. AS MANUFACTURED BY LT-W- BUILDEX, W. TO MIN- f's=3192 pM.
- 1/4` P • 3/4- SOLID SET, AS DISTRIBUTED BY ALL PORK SOLI) SET ANCHORS TO MIN, f'as5000 pal.
- 1/4' ■ CRETE-FIE%, AS MAINJFACTUREO BY EUCO CONSTRUCTION PRODUCTS TO MIN. C-21350 psi.
NOTES:
A.I) MINIMUM EMBEDMENT OF 1/4- P TAPCON ANCHORS OR 1/4' P CRETE-FLEX INTO CONCRETE IS I S/4'-
MINIMUM EDGE DISTAHCF (E-D-) SHALL BE AS PER SHEET 13
-
A-2) 3/4' SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/6') IN10 THE POURED CONCRETE.
HD flORMWENT INTO STUCCO SHALL BE PERMITTED. T/4 0-20 S-5 SCREWS USED SHALL K 1 1/2'
LONG MINIMUM SHOULD STUCCO EXIST,
A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. OR PAVERS OF FOUND ON THE EXISTING
WALL FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURF BEHIND SUCH PANELS -
ANCHORAGE SHALL BE AS INDICATED ON NOTES A-1 A A.7 ABOVE.
(9) 70 EXISTING CONCRETE BLOCK WALL: ASTM C-9D.
1/4P TAPCON W/ ADVANCED THPIADFORN TECHNOLOGY AS MANUFACTURED BY P.T.W. BUILDEX, INC-
1/4' ■ . 3/4' SOLID SET. AS DES-ATBUTED BY ALL POINT SOLID SET ANCHORS.
- 1/4' P CRETE-FLEX. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS-
40lu
8.1) MINIMU4 EMBEDMENT OF f/4'R TAPCON ANCHORS OR 1/4" ■ CRETE-FLEX INTO CONCRETE BLOC% UNIT IS 1 .1/4-
MPNIVJM EDGE DISTANCE (E.D.) SMALL BE AS PER SWEET 13.
8.7] 3/4' $OLIO SE'. ANCHORS SHALL K ENTIRELY EMBEDDED (7/11') INTD THE CONCRETE BLOCK UNIT, ND
EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" P-20 S.S SCREWS USED SHALL BE 1 1/2' LONG
YINNWUv SHOULD STUCCO Exist AMC I' MINIMUM FOR WALLS WITH NO STUCCO.
9.3] IN CASE THAT PREGAST STONE OR PRECAST CVNCRE7F PANELS BE F011ND ON THE EXISTING WALL,
ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAUL STRUCTURE BEHIND SUCH PANELS- AIACNORAOE
SHALL RE AS INDICATED ON NOTES 9.1 ! B.2 ABOVE-
(C) TO CxISTING WOOD FRAME BUfLOIMO; G:0.44 MIN,
1/4' 0 TAPCON W/ ADVANCED FKINEARTORM TECTRAOLOV. DR 1/4- P CRETE-F'LL1C AS MANUFACTURED By ITW/BUILDEX,
RFC A ELCD CONSTRUCTION PRODUCTS. R[SPECTTVELY, OR / I4 NOS MOOD SCREWS OR 1/4- ■ PODS LAG SCREWS.
C.9 MINIMUM THREADED PENETRATION GF 1/4" P TAPCON OR 1/4' P CRETE-FLEX OR #14 NOS WOOD SCREWS OR
1/4' P NDS LAG SCREWS IWTO TWIT WOOD TRAMS UNIT SHALL BE 1 1/2" FOR CI lk" CA AND C4 THOU C8
CONNECTION TYPE, AMD 2- FOR CS. OR AS INDICATED ON WOOD SECTIONS ON S14EUS 10 TNRU 12- HO TWINIAOEO
PENETRATION INTO WALL FINISH SHALL BE. CONSIDERED AS PART OF THE REOUNItto THREADED PENETRATION.
C.2) MINIMUM EDGE DISTANCE OF 1/4- P TAPCON OR I/A' ■ CRETE-FT[X DR #14 REDS WOOD SCREWS OR 1/4'■ KOS
NAG SCREWS INTO WOOD SHALL BE AS SHOWN ON SHEETS 10 THRU 12.
D.SJ IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS. VENEER OR PAYERS BE FOUND ON THE EXISTING
WALL. ANCHORS SHALL BE LONG EMOUGH TO REACH THE WIN SUBSTRATE dEHPNO SUCH PANELS,
MINIMUM THREADED PENETRATION SHALL BE AS INDICATED DO NOTE CA ABIDW-
(0) TO EXISTING STEEL MWLJCTURE= MIN, 12 GAGE. FY-33 KS1 (MIN.) MATERIAL-
-i/4' ■ (TW BUILDEX TEK SCREWS, W/ FULL THREAD PENETRATION -
NOTE
0.1) MAXIMUM EDGE 0H5TANC[ OF ITW BLJILOCX TEX SCREW 1'.
7. ANCHORS SHA" BE INSTALLED FEILLOWING ALL OF IHE RECOMMENDATIONS AND SPFCIFICATR)NS OF THE ANCHOR
MANUFACTURER-
I'- IT SHALL Of THE RFSPONS'9KM OF TWE CONTRACTOR TO WITFY THE SOUNDNESS OF TINE STRUCTURE WHERE PRODUCT
IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE, THIS SHATTER SHALL ONLY BE ATTACKD TD CONCRETE, BLOCK OR
WOOD FRAME BUIL➢RIGS-
9- EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH INARN04 NOTE: WRING PERIODS OF WURRNGANE
WARHINCS HOSE OWNER, TENANT, OR OTHERS. MUST PROPERLY GLOSS ALL CENTERPNCES AND CWACE 04 IOC% ALL
LOCKS-
10. PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT HI ACCORDANCE
WITH SECTION 1707.6.3 OF THE FLORIDA BWLDPNC COPE- ONE LABEL SHALL. 6C PLACED FOR EVERY OPENING.
LABELING TO COMPLY WITH SECTION 1709-9.2 OF THE FLORIDA BUILDING CODE.
11- FOL.DING IMPACT PROTECTIVE SYSTEM'$ INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY
BUILDING AND ZONING RECULATIOHS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO-
12. (A) TR4S PRODUCT EVALUATION DOCU WENT (P.E.D.) PREPARED BY THIS ENGINEER 1S GENERIC AND DOES NOT PROVIDE
INFORMATIDN FOR A SRE SPECIFIC PROJECT; L.- WHFRE THE SITE CONDITIONS DEVIATE FROM 'HE P,LD-
(B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATgK INCLUDING UFE SAFETY OF
THIS PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES HOT DEVIATE FROM THE
CONORONS DETAILED ON THIS DOCUMENT- CONSTRUCTION SAFETY AT SHE IS THE CONTRACTOR'S RESPONSIBILITY,
(C) THIS PRODUCT EVALUATION DOCUMENT WRL BE CONSIDERED INVALID IF MODIFIED.
(D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REOISTERLO ENGINFER OR ARCHITECT WHICH WILL
KCOME THE ENGINEER OF RECORD (E.O.R-) FOR THE PROJECT AND WHD WILL BE RESPONSIBLE FOR THE PROPER
USE OF THE P,E.D ENGINEER DF RECDIPO, ACTING AS OELEGATID ENGINEER TO THE P-E-D- ENGINECR, SHALL SURW7
TO THIS LATTER THE SITE SKGFIC ORAWNGS FOR R{VIEW
(E) THIS P.EA- $HALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT
PREPARED FT.
TM DRAWING SHALL ONLY BE USED TO OBTAIN
PURMTS IN THE STATE OE RORIDA
Y"Hil I I I I I I IIIFNHE
,,'," EI A• - NCFLOBOA ELBLDBPB CODE (NF6h R N4n 16Rh VRINft HMrrloaNl. Zan.]
G1 .rNSF•
44167
T S TATE OF
nn
; / V n o ..-
Ono.
�y'4 ®xoxo TIEI[Ca we
I L IE C Om-Om-1
TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM
FOLDING 5Hl1fTER CORP.
1422 MARTIN LiJTIRR KIWI NL lYp
IN10--ML-�1DrL �
...,iPNNIpHINAM..a.,
w.P
,■1./i6TR
IMTI
TJLl1T 'NESTING • ENGINEENINQ COMPANY
'[ Eiji.. fIo511.,W 1«w,tlui ISMWIE�M:
LC.41: .-moN IIPcaMM.edn
LA-vWE11f
RGRW Is[ I HfE7
IW iIA A ttIR �I. PEPEI
ww an
2Y"T N
I1IMRPIR N.
}REI 1 A IS
_
PS. ^-/.�L_
1 N 1111
(o6063-T5 ALLOY
+�• I � _ � Ar raap•—
�AT
bObJ-TS ALLDY
6063-T5 ALLOY
��4. ._ ...-101P•�._ ECaT'..._�
� r � INL .efi• .1� — ,�,
- —PAR•
� I?� b44J1'. E.O.
S�l+jr/HEAD Tf.0. (M EDMU SILL TRACFC
6063-T5 ALLOY 6063-745 AHOY
6063-T6 ALLOY
saa'
- r2
r um-
9 _
8 A!2• �
I _
( ALT. BOTTOM TRACK ADAP BOTTOM RAIN GUARD � �UMINUM ANGLES
600-T6 ALLOY 6063-T6 ALLOY 5063-76 ALLOY
iaro-
T$•
M1� � L
; � .r..fYJ•..�
.{
6063-7-6 ALLOY
(TO 6E USM FOR ALL AVVALLAT1ON.i,
8063-T6 ALLOY
MAY WCLUOE YEk'DRAPONS 45 PER
(0 8E l7SE'll ANLY FDR WSTALLAMINS
OETAp• ON SHEET 3)
30 FEET OR HICHFR A&OW CR60E
MEASIJPE0 AT 60TTUV OF OPEAMO
SEE COMPONENTS 20. 21 p 22 ON
M1�
SHEET J.)
�] WALE HEADER
6063-T5 ALLOY
�ZJZ�
r �
1.
srar
t5 3/80-16 ACETAL
R 4, & C5`
L0CICING,_ IBES
AT CENTERPIECE
6063-T6 ALLOY
MIN. 26 1/2- LONG
CORNER
6063-T6 ALLOY
_P,-
ry :�-- 1.P.1tl• -
163-T6 ALLOY
rt : � My � ,, �s. ; .:. ► :_ ' y s
COMPONENT
v
b
t1
t2
2•
5" MAx.
0.7Y5•
0-125•
2•
4• um_
0.25'
6-25-
OBIPONENTS
J3fR'�
k
E
RAINL[Q
6063-T5 ALLOY
FWRIOA Bu1LmH0 COOS (wo t Ran IOBh Y4laft No me Z".) I
Rpm $ (3) ROWS Of W W
j r 1/�• 0 HOLES
SPAM
APART
oo ! �y.�� kA�OFYD�1w (SEE FABLE F)
IlArs
E ga0 E-- - r .2p,A
�I
now
o
mere
1 reJ PEP SIwP-fN END
f,L1O17e - aw rop/@"iIOY
,Ly,>t ` ( MRF
(SE E FARE 7)
4 1 _ f_ t1A �! �- IA
r SLAT MMfy+aw SAT WOM ` aolw• ?WX
W �l M99DOW (SAT IAEI'.r 11
i (2} »1YLtlw'S JRIY x my DfWE sLAF SF'ACEO
INC.
M1 ry A & BO I.M AI OF PS' MTIN 11" FROM
[nmS a01, • sr.+r *oa aorlcw.
M6iAUEp ADJACENT
-�� - TO Cf1UIERPlFCFS AkV AT CYNLAg*S Or PRODUCT
L^r---
ECEwJrroNff DETAIL
scars SLATS 20
A'NIICXLE XM.pgE__I , . WWRIC
(rrp) WOW
(3J A(1N'S of
F/r' ■ CLEV
i CA 9 �CfV vi Jil'JIjJ]7JIFJ�7
.7Ja" APART
,o twpnp 11 !W a]' TN r0lxf�alb
O6PECTrONS. ' s
ZSLEP =e-,Dv END CLZP
Fec USED AS AN OFF67N roR ALL NSEALLATMW � .gFl1 "��11IN12Q�1 ELEYA770N
UMXW JAR" IOSSYE WY WUU" PFRrONARONS
AS PER 145 XWT _
- WM (T) McWM WY W W ONE $[AF SPACEt) TYPICAL 1A SLAT WLNQOW DETAILS
""" 24- APART AW EVERT P 0 SLATS' VIEWING WINDOW A C 5
TMCAL ALTERNATEPERFORATED
] WINDOW ELEVATION _(SMALL MISSILE jMPACT)
P (LARG MISSILE IMPACT
-a— �
TABLE 1: SOURCES FOR @ dr
AE1ERi"AST
EU.1M. J scewa
PLASM
"c.
a w 103 AkSRY
eHnSC�
sPEP1FlC CMYTIT'
6s1Y 07A2
o.w M14
00-1 6/-w
Tfmu YW D STRFNWIR
AFM Da36
..YR 0.. L
9" GaA
F6EA1JFLIL STRMGTH AT YIELD
+STY DTW
12.SW p..,.
13.4a P..;.
FL"WAL Y oam
Alma
AS G7%
y10,000 0...i.
3J5= P.i
NOTLNtO Ii00
FiNF aMR1u1S,",SN.RACrFRISn
6ST- 0256
16
AJONE DEN,m
AMW D2M
41.2 x
aJ.a x wrx
IUTE OF BLQNI-G
Asm DOSS
C-, coos
C-1 CLAW
�7.: IGeNY#1
ASIM 01929
10-0 'F
9a0 'F
+STY C,,M
Tt1MLE
u1Y tmm
VX2 v.a.l.
084D
TE-SU VREP BFF04E NFAT-rN
k5'Y 0636
6"1
TABLE 2: SOURCES FOR
nA
J.LsaR Tax [[arvANr
r++cu PA�pPFiS
A[YEAlNLx
AA6.' NILON AL%
► :w Fwvv
PKfSSrAL
SPEC-FIC ONA
+seJ 0]97
0.042 e/W
M.F
TENSILE `1EL0 STWN7
♦sTM Dam
,1-500 "1
FLZXUM ST ,TH Al riH10
ANTY 0790
15.W0 Pa�L
FLEXUF MO LIA
1
WN 0,90
W'Doo 9 J.
NOTCWO -200
/STY 025a
0-6 £T- lI
CGEiFlOIENF OF 1tRUV W M".
ASTY 0696
}5 . f0 ;njm-'F
FL.IIYA91L[IY
'L 9A
Y-2
MELTING TE".TM.l
A$TY 03a/6
SW T
FLOR6A SLIIL➢ENC COO[ (High 3 Non High Vfie61lT H1urri mm Tom)I
r
M
or(3) WI Ef G 1g8 , (�) OR f
9 NOTES ON @ 3 LOCKING TUBES 0 AT (F�* O,
[3] d9 AT 30" O-C.
SP LARGER
VN 99, UP TO 144'
1. TWO (2) ® SHALL ALWAYS BE USED AT PRODUCT'S YIDSPAN SPACED
AT 39' O.C. FOR SPANS VP TO 99". USE THREE [3) laPOR LARGER
SPANS SPACED AT 30" O.C. AT YIDSPAN, COMPONENT 11AY 9E
;�'15TALL O INTERIOR OR �IERiOR SCREWED TO TAPPED ENTERPIECES
4 OR LOCATION OF SHALL BE AS SHOWN ON TYPICAL ELEVATION.
2. (2) LOCKING TUBES 'J SHA$)ALWAYS BE USED TOP 4 BOTTOM AT
PRODUCTS CENTERPIECE POR S AT ALL INSTALLATIONS. LOCKING TURFS
SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9.
--
ON SHEETS TYP. FULL HEIGHT, FOR ��
CONCRETE; CONCRETE BLOCK OR '- s . , , O {' , +' `� o
WOOD INSTALLATIONS-
9� O 9 ' U)
+ Q 9+ Q+ 1 9+
—UNU49TED WIDTH --- - -
SEE746ONS 1 THRU 3 ON SHEET 5.
SEE SECTIONS' / THRU B ON SHEET 5.
SEE SECTIONS 7, 7A & 7B ON SHEET 7,
SEE SECTIONS 1W k 2W DH SHEET 10.
SEE SECTIONS 4W, I A 1 DN SHEET 11.
SEE SECTIONS 7AW, 7BW, BW 3 14W CH SHEET 12.
T SEE LHdITATIONS FOR ® ON SHEET 2
FLORIDA SUIL W CODE (High R Non High VAIoaFy HurrIcam ;a"&)l
POURED coNawm
DR coNcitTT skocx
M
•!-++ 0%tbM.l TLUN H000
•f; FM '1Wi
. - 'w MT E
00MMIXT C4 O.a6D' TwI S a
-�
(A'DN-STRUCTLPLSLj
( STw,1CTU AL) (DEC HELM)
(SU SNSET 13} ROLM NOLT51N0
y
'! (rm•)
o F
!
E1E4 E.D.
I71 MILON
TO
00l/6,11ow r 4
�•
y eyy /
S
f/oT'TFNLN
T Bess•. ,.tP.y
o cl
IsEE SHEET '3) N
_
II
[wW--STwLG•TIIRAL)
i
po . 3' S-5 5AL5- r/
o .. !
I
I
0.3T3' lDN6 NYLON
3/1!' AWY.
•'
3/it, AWN.
POP
9V5"M \/ A 0.1 W" �• co"'
WHO TOP SECTION O.SW" 0.Tyy"e0.2N1'
D.O. AND 0.24d' i.i AND
POP RnYTS.
• tp' D.0
■ 1!' O.S.
I (Y4►' YAty '
1/A' ► !1W
.Q.LATQ'
0.72Y LOW WTraM
/
[AMEX TAPMN .7..
uLnwAD
SECTION 0.3Y0' O.D. AND rFATKIR
I MW sTPAEOT.rIDN
=/ ArNPKED + 1
0.24e P.e. SIXm(� ,1�
W.MXE_/ MASS
DR C7+CNCTE rLxN I M SMDLU
1FJ7TO
� CA i . e +' TIN 1
s>r RMIL 14�D- ! aN� 9rEf ,7j
A� f/+' P E1.00 I SCR W cw 1 0-NUT %l- : 3/TE• ALW.
'fr71 —. !+':• . — _
---�'.Un .. —
CONVIRLCTION
pITOp,1L. i M HCR ■ 4. O.C. a1e RIVETS.
L"k
- or
POURED MNCRtn
'1'
g ram/ 1E 3 WI. I
OANDiM / 6 0.0
�y t
L7
'
oNCRET%
i
NI TO GUA-RSA
(SEE SCtCDL41
WALL EO-
.. (� or ! _
��'j1 � 11 '
DR SHEET M
m
WIN. SFPAANTIDN
TL G.ASS
PO MD CONC✓ UE
DONCREIE N.DCII
For -OR }
T ` s` +`-"—`
�yiyF REp�.
f�..
__,L
1
"y:
ON SHEET 13)
I
of
SCP Mt OR i/N-M'.I'
'Ur
M1IVpp.' TAPCON '" YS I'll NUT A
THRLADIFORM
.
�' OLS' 55. S.YS r/ :/Ys
tEhHOLO T OR
+/4' • ri CO i '
1•
.• Low NYLON Mus NC5
I i
CONREMM Cl (T�p, WPTIDM)1 AND 3/4
;'+L�.-1.-_ � LONOU,. TOP). cwm,T
WALL FACE MOUNTING
INSTALLATION
P�DLLCSTRIT1LSTid1
� .
UWTE-FLU
POUT* Hovs 0 (TTP.)
SECTION
2
W/ 1 3/4' LPA
EUHrDwwT ■ 6• D.c.I IY.4' MAL) '
WAIL FACE MOUNTING INSTALLATION aOK-o,
SECTION }
_
� -
aLwrm M-M wtuAwly - 1.000 7. x
[rN rr. E b wTOYr) of 11N. E.Di
EAL
, D CaeM 1F ..
TRW (r STRkK(:0PA11V SI
WALL mM fnEcowAlwE xu.y
—
-
° 0
6 L-
4
AC -
DECORATIVE_ WALL• TRIM TRAPPED
STAGGEREDR
5PACING
MOUNTING INSTALLATION
DETAIL
FO
SECTION 3
INSTALLATIONS DETAILS
INTO CONCRETE
AS-D. DESIGN PRESSURE RATN:, -AS
��Y1ITIIIIIIITTT��
& CONCRETE
BLOCK
FLOMOA FALIUM CON (H t ww Hko rokoWy
HY.EE no Zwwj
CI300° TMhLO TITAN It FOLDING IMPACT PROTECTIVE SYSTEM
No. 44167
M r
hl.OiE FQR COLB 7y TSEC >OHS:
L D. - EWE DISTANCE
f3}
rr p FOLDING SHUTTER OW.
IIr �r 1N[.
wn
1- MOl1NTD-bG SECTIONS CAN SE couewED
(SEE SPECICICATTDTC ON SICET
STATE aF
IN ANY WAY TO SVTT ANY INSTALLATION,
y
/=�^ TFSTrl6 t [W NINEEIIHIO COMPANY IroA r.wrX L�P[R [NIG +• am
/ 4 L= f' n >4 fr !uwn oN1Oa n. TTin •T3+ PAIL BEACH, rL SSAw
/ ',, ^'-•. 2�R14p - Iweln,-Tex,. IAAeN1�-Iq� FX: ItDo-•l4D-ssFt
20-120
T SEE LIlAEEATIONG' FOR ®ON SHEET
- di- Iw.00ixm.eeln .w,IelTnLnhWN,4.avn
o4APIH° we
wrLtEp A 7w x. P,E.
PC. 1ba1h il�j a+t �.J`, Rplb4 lfc. � µfry
1/4p* f 3/4' TEAS S'CRCw DR 1/4• x 3/4'
_r
9DLT5 W/ NUTS a WASHER ■ 6' D.0
0.060' THICK S.S.
l
rvJREO OONOIR:TC OR . _
R�Ol4fA Hour.-c
yrN 9EPyy,T1ON
I
CONCAVE BlD174. WILL Y
1VCLUtEF
f1PHOOD
To QtASs
r`{SEE 5CA%KE
W\TrOr►IFE a IG ._
._ CO [Na—M_sTsT RULTuciuRu)
DN SHEET $3)
F
EsEr sr¢T 1a] I
S.S. S.M.S. R/ 1/2•A
I
ALIERN,I,7E 3/16" Awm_
.3/4• LON C NYLON 9klS:e'ILS
Pop. RIVETS O 5. O.C.
Ryp. 10P] Am1• LONC ITrR•
SlUr*A]. EXCEPT AT ROLLER
T RUR
�
I '
W {'2) r1TL6M
0
ALTEbPTE
I _. r uc k AJC 't
ORIENTATION I
F1n r .5• Ss. S.H S
0.373' LONG NYLON TOP SECOOtow-. 6.I63'.
LONG 6US NG CE A 0.5c I MIN SEPARATION G.270S0.0]0'
00 AND o x+s• I R AN11ALONGTN I TO CLAM uLTWAB
3/16• µOM Pop
1eAsTs ■ ,e" o e - -
0.223' LONG RYFOM
C'r
(SEE SCHEDULE ----
ON SHEET 13)
WEATHER
SMPPINGG
w
SEYP' O!) AND
o.3
S�E
l`
i
ALTERIMTr %/16"
ALOM.—
t
POP RIVETS ■
S' 0-C.
�A
AT REM
IVli
I
i
=
I •.may.
C.:"nT. i.•Yy.:
VIC AL11Y.
Irli RVM
L le O.C. emu SOB
.. _.
t
J
103—
CVNHECT3N
AI.T(RMAtt LEG
(SEE `• r.ET -..
6 ANCHOR
ORIENTATION
I' 1/4"1 r 3/4'HER TEKS x/
PdARE) CONCRETE OR
4' .
6/e" WASHER DR t/4" K 3/4'
CONCRETE CLOCK WALL
BOLTS W/ MIS t S/r WASHER \
REOUIRrn
4. O r
BUILD -OUT F
MOUNTING INSTALLATIQN
_ECTION 4
�
1
r
I
IR,. si
GLA&r,hH
TO ClA5S
{sEE SG4DulE
W SHIM7 13)
`(J Of
T
T 3 &
ALTDew�r s/N' "AM
POP M�. \ 3' O.C. I
{
AT TIGMI. I
i
Y
C91
I
^ 5 M. EO
!0
3/19' ALUM. FOP RIVETS
i
f Y
S
ALU11. POP rWA TS
\ 10' O.C. BOTH SM S
r
I
0/16'
■ TO' O.C. IOJIR slurs
L_
�L MEN. 3/4' PLYWOMVLYWODD
r/a• TAPCdIB OR—. RE901IS0 O 1MIN
/2' 1cN. REOUIRT
Cam-nix1 74$
ANCHORS 6" O.C. � ..j WASIldw rH A NUt W/
-i WASH" k NUt ■ 10' O.C.
O EACH SIDE.
Pau"M CONCRUE OR T9LSHCO a Nil RU T� 7' o.c } I -`. Ca • LCX Ow OR
[xETE-A.ET ANCwMS 6^ O.C.
CGIWT3IE7E 6ROCK wk- 1 -�
BEOL-RED x5H• OR 2'4 .I/e' pol/Im CaNCgETE �7•.3•.1/C 6O65-18 COME,
6Oe3-iT; CGCT. ALL"k CONCIPM ILOPr WALL ALUM w0.0 ON 6CNT PLATE.
ANGLE REv,,,LEC
STANDAR COUNTER-T P MOUNTING INSTALLATION ALTERNATE COUNTER -TOP MOUNTING
SECT_ ION , 6
MAX. A,S.b. DESIGN PRESSURE RATING- +68.0, -66.D PSF MAX A-S-0. DESICN PRESSME #GiTNG. •66..0, -G&O «...
■ I YIN. SEPARATION_
TO COALS y..,
[SEE 90HEDULr C
ON SHEET 1])
ALTERNATE LZO doer R{
i & ANCHOR
A iAORN
INSTALLATIONS DETAILS INTO CONCRETE
& CONCRETE BLOCK
* E G - EDGE DOVAAYCE '
I- MOUNTING SECTIONS CAN BE C✓J,MSPNED (SEE SPECoTCArpDNS ON SHCr. '3)
IN ANY WAY TO SUrr ANY INSTALLATION.
T SEE uwrTAT1DNS FOR (9 ON SHEET 2
>:cNN�IU'f a
T�
f
/
POLrRCO CCNCRLTE ou
C9NCRiTT BIrK'N xALI
Rf 00pr r
RIM n—ni IT
CAf•C ►If
EC EC. '_. 1/4's a V., Tom sC16.T1
_1 OR 1/1' r ay 6GLTS ■/ NIrs
R 5/e" W &IEN ■ r O.0
ErYSF -'
No-44167
*
c mo Turco wO.
- IL EC0N
STATE OF
rEsnNq a LNO1N[rRrMO
/ �,o'. FL flRibA .•.
i��••,wl•nsPal0rinl
i � ,
�`'••
TrAL1ER A TWA J•. P r
FLORM NUR0e6i COOS (MO ! Mon HIgh vsk" HMITkw Zom
TITAN II FOLDING IMPACT PROTECTIVE SYSTEM
FOLDING SHVITER CORP.
'
MIT 66R
�6NY
IWWS V,Km LITRER .IRO X Kb
WUrr ♦A 6CACH, R SWIO4
M! ,floc--w-u71
20-190
....rddmW.A,n1.....w1�
L■A+w.c N.
A'~�
Wlrf 6 ar 1]
POLUM OpKam �\
m"ImndI Ell0.0��
1111! Si—�
Ih]Iiv Ndn4
J
f OPTVpML WIN 'KM
-S LvruRALj
y9
[:] NELaN
�f I+oa' is. s.LLs x/ 1/7Y
MA,,(Tis 025r0 [IMP.]
a]/A- LOMT' !reL�+ WSIONGS
— CTM
Wr DW). E UIPT AT ROLLFW
�1O y S.& s.ul- rr/ !
O.]TS' LOWG 1,11 —
,k11Y am
81/1HING W/ A 0.+W
P� MC7,
LONG TOP SEcrm O.GW'
• Is, O.C.
DA If1 0.I4.5" L0. AND
I
Wlfl. O.1 Ay10�70•aO-0]O•
022N LONG BOTOY
SECTION O.yPO' O.O. NY1
YLTREFAB yE SK
S1RiPPIC gpC_)
or
f' 'q.
•
•E1 pU.E
_ H
ONSHEES 13)
ro aim
(SEE SCHMAE
I
...rj1 or �
r
IOPTY/EEL M A�wlp'•.
RE
1/40-YO•KI. S.S. Y! NIEII
NUT t WASM ■ F' ot-
[NO,�SiRu[llWlE,}
L
ALTwwyt y/,r AL"
-I
POP 114K.
a r or.AT ALQL
f —
r
I
„ALMOOTE
1
NLfInN
[►L�
�' �
Vic xm Pao okrs A%:*m
0_ir 9.G BOTLI som 1
EDGE Or
SLW T
APPL010 L
PONWE7 REQUIRED
CIE E16
WEOUIREp [SEE SE¢;ET ,y]
PO,AIEy LUNCKEIE
• MM. E.A— WE,1uiWEO
TRAPPED MOUNTING INSTALLATION
SECTION 7
,. r
WNNNEMM V
�[Sf.i 5HLC1 +;iy
IF
APPUC RLE
— E.O. - ate. . , E.a, -
ALTERNATE TRAPPED MOUNTING
INSTALLATION AT BOTTOM
SECTION 7A
INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK
SC&L. H.T.S.
r
0 EA - E= O MANCE �,•
1 - 41D[MEIHG sEC"E,ONS GIN BE COMBBIE6 (sm SPECIF"T*RS ON SHEET 1 S)
M A,fY MAY TO a71ff ANT WsjALLATgN.
Y SEE L111RATM]N$ FOF
F,
i
YIN. SEPARATIONS
o
TO CLASS
IsEE scl�BULE
ow srcET +37
'--�:w �
�t
oPl+a�L � olwo
ALTEIRWTE y/16• KW. {
PCP RFK73 A S C.0
5
AT ALIAW,
S
y/Ir w.w. POP RErcn
\ TO. O.G BOO, SIDES
-OUREWEO LON,ETE U
EO. Ci
901/�IbI p
[SEE SIIEtT Sy] ZAN. E.O.
ALTERNAIE TRAPPEDMOUNTING
INSTALLATION AT BOTTOM
SECTION 7B
FLORIOA BUILDING CODE (FOph ! We No VMeely Owdmi" Zow)
rIIAv H FOLDING IMPACT PROTECTIVE SYSTEM
a n rr.s I �nY wawa
a or '*
x
A.
�L
u
—
.o�w A1Ip
o 17
1 m.i 1e, tnrr
� it e �
�ati,y. trsv,M
r +1U.c M4Li
.Cr10K x
�
cn «
a44• .. ru• «.
[SfE Yx }
Y
7�
OR +P 1.}[9uI
„A,L .0 ,cKaAe
x
,r,•n..�-
�
• i+or f��r�.aE
A
rw, IUK LbA ,-
-ape" .. —. v -
,..
�I
f
Y
a 0 ❑'-
---- --- -- --
3ti% tiLL—
►tor
W , �• • s14• • s ,. . A# . qwi 7uxr rcx wrana
sow w., r 71a� kcmwrkc�- en.Lu r.s..ne [,•*,
.alto rore.c,E ' I1tt riaeuq -
e.o,ma co.c.nE m . o vn wcn4
,enec wu KE ,RED wrw.s rn ..r mm s j
'I km TUBE No 1lITIHc INSTALLATION
ii1 Y oc siabmmFwir i' • r.r .. rrr.,n•i7Y u`- ••,. ,r.. ne1 ic�c.
vnon, .o.s
I
sm3 Iw. mmLn
�
�1
Z
00
ve mx Stilt
_
-
.y
.nm• w,. � r n.a
�
- aw T,i,E rsv >
7'w' r l'a• .
P ��
ra•.l
• t�
-
lAp
=
I
ralw,o cac.nx
month .� .Iww�""`cn
I 1 . ]n• tt,B scaal
a ec urwrn,c lwaT
I'--- .N 3Z 'Tin/4•-
:4Ef 5P1@AL} � ALIAI Y�i
G 3 II)M INSTAUAT1 7[[ umrwn w5 FOIL D ON shm 2
ZFo'
sw m RA w[
TABLE 1• MU- SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) *
TUBE
S12E
nMPWM
PRODUCT
SPAN
ALLOWABLE T1JW
SPAN
REO'D ANGLE
LENGTH EA ENO
NUM8ER OF ANCHORS
PER END OF TUBE
TOP OR BOTTOM
TLYBE
TOP OR BOTTOM
T118E
TOP OR BOTTOM
TUBE
2'x4'xl/S'
60'
96"
T44"
106.0"
-- 85.0`
69-0"
13
i
13
g
,O
8
Z'x4"x1/4"
80'
117.0-
17
10
12 _ -- —
12
98"
110.0'
91.0"
21
144'
21
2"x5'xt/8'
80'
109.0'
17
21
17
10
12
10
96"
144'
100.0•
81.0'
2"x8'x1/8'
80"
124.0'
21
21
12
12
9fi"
114.0"
93.0"
144'
fi r.w, wxx'r.�r,i n.a1-1-N [ m 1ME 5U RON OF ENE
7,U1TErt• HE.CHi ABOVE k Kww OOLS 401 DMEIO THE WM. PRODUCT sPAH
SHOW ON TABLL ,
TABLE 7- UAX. SPAN TUBE LENGTH SCHEDULE [TVBE AT MtDHEIGHT]
TUBE
SIZE
uNXINUM
PRobix T
SPAN
ALLOWABLE 'UBE
SPAR
RED'❑ ANGLE
LENGTH EA ENO
NUMBER OF ANCHORS
PER ENO OF TUBE
60'
96"
144-
75-0"
13
12
60.car,
17
T5
48.0"
13
12
2'x4"x1/4"
80•
9b"
—Tie
87.0"
79.0"
65.0'
21
21
18
-- 1s
18 —
21 - - -
80"
95"
14a'
77.0"
7O.D"
57.0'
17
21
15
1a
17
15
2'x6`x1/5"
9['•
9fi"
ea.0'
E1.-a` -
EL21
21
18
-1s
21-18
INSTALLATfONS i-TAJO POLLREQ CONCR�JL
LE
0—GROUTED CONCRUE BLOCK WA
SPALi- N T S.
nu
oEslbl alESA118 ■An,c - :Tza Ps,
Nor rL011111DA � CODE {High t Men ftb Ynk,aBy Hurt%.. Iaw)
.`rvQy�-,.• ••..,:,
•"
CNN TM� W.
TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM
r
O. 44167
4T67
I L E C Inc.
F�IDIHG 5FAlTTEit COW.
T,I�rn a
i[
11X ak EMOINLCRgq 0pM A—
1MI --"M LUTHM pi AL &W
STATE OF
RSf lL.�ll. a4 p.. .>r,sK A Dim
: a" a Imo+ ]m w
rEs, .AW IIEWW. M WA"
nr „m-u..,�,
20-f9U
?yp
C4r,n9
14 :
aseur.
o,M,lro W.
.i lKAC�JbIE
_
. • :•
emu-000n N. e r
ROI w c. H,87
war
OHM . a'3
Val FA.
tTxt 7`Y:
�
f
f
�
_
�
If
13
I
t
J
END
_
BUILD -
CONDITION
CaC1E�W1 - lKr SWET
41)
rMlln i YAW
f ,-. - , vir 1'CN ems p!
pry• . 3/4 Tm •
r /.c.
or t
—..(D
or (9t`
dRH
CA Cffo@El*
EXTERIOR na mm i)
HORIZONTALSECTION 20 q �'
3IC Lay w m A7 LAST sw AT M w m 1NSTAMLAMM
T�/ean[-ncx
t SEE L/IRAyxm FOR 9'm 'ABET P / Ie- e.c.'m
eft -we. srftcnw ,
NOTE t
ONE LOCKING TUBE, PART SHALL BE INSERTED INTR THE TOP AND BOTTOM OF EACH EXTERIOR OR
INTERIOR CENTERPIECE OR ,INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE g A
SCUD THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100` OF THE TIP SHALL BE SQUARE.
0.357'xO.357' AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKNG TUBE @ AND SECURED
INTO IT WITH A 0,120' c.d. HOLLOW PIN. THE BOTTOM 1.100' OF THE TIP SHALL BE 0.3G3' 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 SOUARE, 0.475'xO.475'xO.OB5" THICK COLLAR MUST BE INSTALLEO. AT THE 'TOP OF THE
ALUMINUM LOCKING TUBE a A A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE
(I)PIECE, 1.375' LONG, W 0.366'0.366'4-530' LONG END SHALL BE INSERTED AND DIMPLE CRIMPED
INTO THE TOP OF THE ALUMINUM LOCKING TUBE THE TOP OF THE PIECE MUST INCLUDE A 0,584'
DEEP BY 0.188" WIDE CHANNEL TO RECEIVE THE ERMOPLASTIC COMPRESSION LATCHING LEVER.
SOLID THERMOPLASTIC TIP INSTALLED AT ® SHALL BE ENGAGED INTO 3/8'0 HOLES DRILLED ON THE OUTER
HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS.
END INSTALLATION DETAILS INTO CONCRETE,
CONCRETE BLOCK &CONCRETE BLOCK & WOOD (AS APPUCAM)APPUCAM)
pt
\ +CENse'
ID. 44167
1�
STATE OF
ROR%0'.
or � t`
— �.
or Q
_4)
3/Ir vlw — 11/
iry• • �I�' ma ■
r we.
c�w'
A11L1S w M•
SpAX ! [a] ■ "u'
oC. ■ up
4 SLNEW Y6T, e0E M 1 mm1 b
nxwn� klTFHga ON t �j
OR n {057- a Y OlnMIG F
� w --
eon -re xwr +MnE
mp MOM
Ve TO4 OR
. ]p' sous rr/
O
sEc�
NIIIS / ,r
r,OwIR r DC. iO
car" wauemml
nnTvlc sTRuclu6E
wmNsices*[-nu
u,u.oAa / ,a• ac
1�
NTERnx
OP ExTEfiP+1
(4 OR{5
yy SHOWWffii
ERD-LOCK ANGLE
xam-x Qclmr
00w.."mum mw mcu SCaE,K AYE 41) TO oxE
I:] 0.0 30- D.0
I ON o CaTFxAFC[ e• GC.
.Dspm Se'
30'
o ,••' [n uue
scrxN Yar K a< wsru.EFb
.nEpxr oR ExTEfOpxl
OR {5}
r SHOWN
:Tq _ rEn[Ns .n EApe
lwx.�l�4 ]OR
5HOV
[�� )
onvw)i ti-/
ALTERNATE LOCK
...2— FSCn'f+
nAmPA P=D111G OODE (RIO ■ Men fth Vaftap WAT§bw* !w
Crew mlcao Mc. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °11w" m
Yl
LIECO iwe. FOLDING SHATTER CORP. I•1ere,/
a.n
iE6Tllq A iNCIN[ M/ OY�ANY 1„f YaRI„ WINE/ OK L aL►G
�/aY t w,, anew R blN YCn PALM WAM FL WdW �n wn
�.w�-'m 1� ,axln,-„f, N* IeOO-aN- q 20-140
-n ; TmMv/ew.eem--f-snw.w.n...w evarrle Y.
cA-eccaTT,
YW]ER A ]ILLn J, I+.E �iw
i
roi •
LL (2 IIECIIM.9
A i
R A
? () 3111
�[y fy pf
1� MALE
4 c LEG WtT FAU i
MIA MM OPENR,G —
GS DO-) w 1VIt�/Of
c
(1FF To AE M] mw
PECVgFD ]G �
..
51RCCR11[
1
SIP 5l C:Fw �, W[If n
WP M.M.
OF 7'-2*Y
..ac
EXTERIOR
SIMI AR Vi HFpO PLAN
VIEW A —A
E LEVATION-
►HO SILL ANO BOTH SPMti
OF PROi1UOi
PTO IONAl 510E ANGLE
q fm Picas MAW ®E rLAT
�yP} cao oR L EIM
.. Vlo, W PhETS En
a yC • I/C TE-S
■ w n.c4'tj.
1�1� MIL
CVRRERSSI.ZI 4 EOOC w CO![P[C
MMETRIC'
MAP AT TOP mD 7M v RMS) EIS PIECES wr a Fu.
CORNER P45T
orawx
nimcm Mum CM (Hqh ! Mon 120 vawc lr Murysc n r
END INSTALLATION DETAILS INTO CONCRETE,
CONCRETE BLOCK & WOOD (AS APPLICABLE
,1 11
VW COW. w m
HEADW MCL-
� DT
2%4" CPR. WCCO
PLATE RF,o'O.
O.S7�' LONG NTI,ON�•
BUSH" MIA 0.�w
'Ong TOP stclm owo(
O.0 ANO 0245' W. AM
0.221' LONG 90TTom
SECTION 0.720' O.C. AND
[T'1P i
M+ SLPA>GLTom
+0 Cuss
15(( SMDULL
ON SHEL'I 11)
. - wALL neSH
WALL FACE ,COUNTING .INSTALLATION
SECTION 1 W
` OPTONAI MIN HDOD
'!� [NON-STRIJCfIFAIj
LORD W&ON PIUSHINLS (Trp- TOM
AND 1' LOW ryp. WTTOM), CID�M
Al 00LL(R HOUSNAQ {TTPI
S/SC ALLY. PIP
. RNETS, • 1Ir R-C.
gi
n�
*ALL PIESH
/ Cowlemm a
' 0.0W TICK SS- ROLLER NOVSIRC
-y� OPTIC1iLL RAIN s1000
1' f"-slRucrUNAQ
�•r�
yd �1 111111N _I
2W cow_ W" IAN. 7CPARAHEADER REOO L 1a CLASS
SmEn�
WALL FACE MOUNTING INSULLATI d
SECTION 2W {TOP]
INSTALLATIONS DETAILS INTO WOOD
[ am 11 T SEE LIMITATIONS FOR ® ON SHEET 2
' XGTE iOR Cf�rtltHh�CN Cc S'YIflN15;
T- FOR WOOD MI FRAME PC DENSITY O 0-45WOOR EOLIALMEIRS � T_ YDVI:nNC SSCTONS CMI HE CpYBINED
BE HAVE A NIlN. SPECIFIC DENSITY OF 0-H OR EDLNL IN ANV WAT TO SUIT ANY INSTALLATM,
3/16' ALW- POP
RNETS, ■ 10' O.C.
FLORIDA BUNIXNO CM (HVh t Men Wo Vai&Wy MuM17oam
2'.4' .-
CONTI
WOOD
PLATE
REO'0
W+
1/4Y . 3/4' TEX$ $ONRW OR 1/4' A 3/4'
BOLTS w/ NVTS • IWS EIP is 6. O.C.
-+MILL P1MI$1{, 0.080' THCK 5.5-
ROLLER HDUSMO
t SEE LNNTATN)PUP FpR ON WET 2
COM�IIOIN GM � i
E0. m OPTERNL MIN HOOD
INO-rMJCT111IAL)
/fowl' 5.6. lAIS, w/ 1/$Y .3/4•
- -um MTION &PSHIMO5 (T1P TDPi
1 AND 1' LONq C1'„. BOA'1W), f]IC£PI
11DN�NC (TTpy
1- MOLIVING SECTIONS CAN BE C'"INEp
IN ANY MAY TO SUIT ANY INSTALLATION.
lIGiES
1
(s) mDN
NOLlF76-, i
1- W WOW FRAME CONSTRUCTION: MODO MEMBERS I
BE HAVE A MIN WMFIC OEkSTTY OF D 46 OR EQUAL
I _ �
RuOA owls. #10 K 3' S.S. 5.M,B. x` Oa73' LONG +rrLON
AAT11011ME1E IIO ! 1B' O.D. BUSHING W1 A 0.150 LONG TOP SECADN
I LOCATION CANT. - �. o.--W a.0. Ar10 0.746' 1.E. AINO 0.7,Z3- LONG
is MOPE ') 0.T6Y.0270".O.OW BOTTOM SECTION U20' O.D. AND (174$' :d-
IRTRAFAI WATER Cn l
STRFPW EA SIDE
1Ir O l
�~ TO GIAIS +
CsEE=S�IO,LE
MN SHEET 13) h r
I ALIFARLTE 3/IV Alm
LJ V^
POP RNETS • S' DL
IALT *mw Lm AT %Ew -
} _ Om hK11E�y�
'1
!1 l
__-- _ 5Z y! •- a 1irto' H.C. POP $ rCTS
uYi �. f0' O.C. Pi'M 4D6
J W
^ L4 Pa.
i1 ■
I/47 . 3/4' BOLTS w/ WITIS k
1 { 1 yr 1w"Q 0 e O.C.
�• � 1 S If � ��wul rw50dBI�Ics HDN
i.4- EENT.
WOOD PTATE
REM-D.
-----------------------
Mf. SEPAR�11JpN
ON mNmT in
ALtUBMTE LEO
L J 11
w
11 pQ
. I •? i 6 r... A r�
EO. EO
/_. 1/4'E . 3/4' TEKS SCRI.YP
OR 1/4• 13/4' N/ IaUtS 0 6'
5/6' WASHER 6' O.C.
11 wl�cllnl a
MAIL iM694
4%5 (Mr.) rXmTm WOW BENT
REpMIRE0 5TRVC1lRNL ADEQUACY
or E%ISIO C MOOD BEAM TO BE
E FI4TEO IN RECTST04ED
E1MCFINFER OR NKIMECT PROR
IV PRODu r MNSTALLAIWN.
0ON61gN m —
1s
DPTN3NAL RA.I HOGE
(W)N- S TRUCIUw
t
_ ALI1N. +
POP PVWM
• 1a O.C.
MIN.0IN I
TO CLASS
GLASS
{ (SEE SCHEDULE.
4 ON SHEET 13)
r
or ®t
L
-
t
�amt
9 ornw
@N6x-�1
I ALTOWK 3/I6' AIN
—_I POP mwm ■ 6' 0.4
LL AT REAR.
h�
Imo;
I%
i
3/16' ALUM. POP Rn[T5S
O 10' U. BOTH SIDES
2•e6- TAN •DOO .--
OECM REOT11NE0
-
(Na nww Auowm)
- --.._ODIE6710N p
s• MM. E.O.--+---
7• MH.
E.D.-
BUILD—OUTST
EV1LD- UO T FACE MOUNTING INSTALLAIj,QN
TRAPPED H-OUNTING INSTALLATION
$ECTI4SECTION
SECTION 71�
r
'i�i� �- /TI/
] '.� ALIENNATE LEG LOCATION AND ANCHORAGE ip WALL S:+DPM {gnEC
.' • •
g'S
rLOMBA � MDIRO WK (M/h ! NMn Wo MWoolrr Nwffsm . Zom)
•'
ZID20 nincD Mc.
TITAN II FOLDING IMPACT PROTECTIVE SYSTEM
RR"' V-
INSTALLATIONS ETAILS INTO W�dd
= No,44167
—
�.. L" O
FOlDIHG SMUifER CORP.
T/
SCALE H.T.S.
•*[
'rMrF L
r
_
I N1:.
T(6Tb40 • D COWANY
111y 4NRTAI wNlu A,NR JR. 6LR0
HATE
• F `Qp
'' ` 'use :. c ` u u .
"�Im kioR w 6�6i'�
10-100
6RANIRR 1N
r,c N ....,. ,+`r'
r A Lk. 1 a'41 n7E
~.•
r
BEET r1 61 T3
MIN. SVIARATION
TO GUTS
-- - SEE SCMEGULE
ON SHEET 1,3)
SCREW OR 5/N-ZD•.1`
�.5. MS MTTN Mg A
WASHER r 4' O.C.
I
4LTERNATE LEC d
M4 4A LOCATION
I
ISM NOT[ •1�
.11
I= OF
SLAB IF
APPUOMIE
Y•r w.
DWK RO
;NO FIMS� w
OOR MOUNTING NT
SECTION 7AW , .(UTTOMl)
(S) 5/1e' . LAG
SCAM R/ 2 1/2' MIN.
PENETRRTION AT MONOTH
(21 13F RAFTEP/TRUSSES
PUTS r/ ,/4Y K1` T4t
SCREWS \ i• 0.0
eETrEd TRussES tM
1/R'a4' [EOdS-T41MT
.LATE W/ 1/a'R .1• ICI,
SCREWS r 4' O.C. w
OETNFTM 1RUSSES
(2) RVLON
0.655Y [T+�P.,J
a.an• LON6 MM1.OM
ft64W W/ A Q-IS0' =
LOM RAP {IL RICN 0900T
OA AND 0.246' Ld AM
r
0MOVECTION V
2'A' MN 'Mfw]o
DECK REOuiMEfl -
(NO FINISH ALLfYWEM)
EOCF o<
SULK •
APPAA:Ap,E
T SEE LIMITATIONS FYWR ®DN 9iEE' 2
tr�lfevWncx� atns:
I- MOUNTING SECTIONS CAN RE COM&NED
IN ANY WAY TO Surf ANY INSTALLATION.
1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO
BE I•LAVE A LAIN. SPECIFIC DCNSRY OF 0-46 OR EQUAL
CHEIIIIIJILE
Dmfl sIEcT ,s],s]
gn1o,41L �weo—m
� AL a/14- ".1-
1
rR]P M= • B• G.C.
AT RIEAK
It' ALUM. POP RI1TZ'S
10. O-C- gum SAES
EDCF of SLAR
IF A4F
—
+ CGwe.Y,OPI d
2` MN. EX. -
Y MN- E.D.
LT TRACK AQAPTER MOUNING INSTALLATION
SECTION 78W (BOTTOM)
r,
YM4' COW. wow TO WAn 11V -
PLVE IIEO" P - . - ISLE .rwn. r --
- '2- SEE SECTIONS OW k 14w FOR MAX- A-S.D. DESIGN
-. MK [0 PRESSURE itATING s SPANS ev
CXrSTING 2X MOW
- TRUSSES OR RAFTER 2'A4' MA. WCOO _ _
AT 24' O.C. MAX. STIES r 167 O.0
-
_ M 1/44 mew OR 1/4L CREfEiLEA
ANIMM a 010 4W tIM100 11:11m OR A/4.6
EOCE (IF APPUPIAfLIi N= LAU l MIM AT M01101IN OF EA STILE M'/
2 1/2' IM. INIFADM PENETRATOR INTO WOW
BOSTUD
' ,/4' ARAk h+'P000 EI�TaRG FPrt
-slat S-s S.Mm W/ I/n we ;�
I NlION {1y�, mn Am T' um
'-r-AT ROu"Nd5616
{� I r
0., 63yG2T0• INSTALLATIONS DETAILS
cars L0N6 solTa,r . rL 1{IMMRd1 dmm'
9EC06M O.STO. 0.0. M10 TO , VL,INFAR ...�' INTO WOOD
0.243' 1.6 m 9DIEVULE STRALLSIC EA ALAASAIIIIIIIIfly1!
[1w 1 Ok 91[[7 ,31 srE (Tw.J °1F T c SCALE : N.T.S.
� � r � J.A. •'' 410EN,9F,'•.`iy
FADE MOUNTING Y a * �s7
=IION 8 +(TOP) ^ �. srAr� of
DESIGN PRESSURE RATING. +60.0, -60.0 PSF • ,�ti� r
..- .. _ _ _ PF..R71
aN nlm ,3]
--FALL T,NESH
_ �•' i
W:I-711 CONT.
`
1/4'0 A 3/4' TEK
1�
+EQ CO- $MW OR 5/4-20 x 3/4'
S.S. EIA7S W/ NUTS •
1
_-1/4• o f /i" Tf% WASHER r e O.C-
WREW
11 EMIT Tn'� Ylnnii
QTJ IRC LAnI ILillkin I►ECT■I I ■TIAMr
�E11111C A.S.D. OESIW71 PRESSURE FAT3NG- +60.0. -60.0 P51
ni 6 smAm CODE o4o ! "m NO VQW*I§y IIAIFI•Ipen6 Ken.)
dm2n TILTECC IMem
TITAN II FOLDING IMPACT PROTE"Ift SYSTEM
W
FOLDING SHUTTER CORP.
1/47 MARTIN WTSIA K6q A. KLw
MTV PALM I ACm. n a1io.1
PM: 1♦1C0-MFLl71
ar..NMIR6AMW1.a+P.
Tne/amo
L>~TE
�� IE c a 1N�.
TT TKxTm ■ Lmoor Emm Cow"y
w�>S »< ]PA, �A1APa .rma n fn
�FI-sue . ti . irM)P1�.5Af1
u w.
20IAw-190
L"W" K.
BRAY
IMM 12 PF 11
T.T-1E7f A i-J] t P;
rumor NA Ra167
y ntiN
+wD
oetcanAl[
�� 4,al FFA,6 ■
M"L iYlOSVI[
n�iw
& 1gTTON
PaanNx
NNSU al
R+)
NEeanrc
+.lT K
(L-)
Oaf
144.0
144
1aO Ib
35 par
60-0
50
as Ib ft
}DO0
000
146 Ib n
144
144
210 Ib ft
40 palf
6D.0
100 Ib ft
100.0
1D0
167 lb n
144
1 144
z4D b n
Z41,)
60.0"
SO-0
115 Ib n
No q7,0
1
97.0
187 Ib
}t
144
t 44 -
276 A n
50 pl
60.0
60,0
125 fb n
89.0
B9.❑
197 lb ft
100.0"
1DD.D
200 Ih n
120.0
120.0
250 Ih it
144"
1 00
300 1b ft
55 ps1
60,0
60.0
138 lb/ft
21.D"
51.D
1B7 lb/ft
100.D
1p0,0"
229 Ib TS
I, N.
12L1.D
275 Ih ft
137
134
330 ro/ft
6D pall
60.0
60.0
150 w/it
BO.O
ro 200 T1
1D0.0
250 lb/ft
p;Ww",
115.4
288 Ib ft
131
128
346 Pb/ft
65 pal}
59.13
59.0
t60 Ib H
92.0
92.0"
249 Ib n
100.0'
100.4
271 I4 ft
1 z6
123
360 IA ft
70 psf
BD,D
60.0
175 lb/ft
1DO,D
100.0
292 lb/ft
12S
T16
374 ro 11
7$ pW
59.0
59-0
157 lb/ft
100.0"
100•D
313 ro ft
117
114
387 lb/ft
paf
113
111
400 !b Ft
00 put
107
104
424 Ib ft
Ica W
1D1
99
447 IIIft
110 par
94
96
466 lb, "
120 paf
B7
82
464 Ib n
Im Psf
BD
76
403 lb It
1i paF
7i
70"
4B4 !b n
150 par
69
6G"
483 Ib/ft
15D pelf
65
52-
413 lb/ft
6 t1E11CI' L+ VAXAUM ALLOWA9.E PRODUCT SPAN FOR A
GIVEN POSITIVE AS.D DE5IGN PRESSDRE RASk1G.
L-' MAX. ALLDWADLE PRODUCT SPAN FOR A
GNEN NE7GATNE A.S-D. PES" PRESSI,MfE
RATNIO
Fw IWIMIM ALLOAWd E PRODUCT SPAR G
EOUAL TO T,$ Ia6L4>tl DETE]t1 &D PROOIICT
SPAN BETWEEN 'L.' AND '•- .
ONNECTION CAPACITY SCHMULE
(MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT)
FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE
CON.
TYPE
ANCHOR
SPACING
CONCRETE
ANCHOR TYPE
CONCRETE BLOCK
ANCHOR TYPE
STEEL
ANCHOR
TYPE
WOOD
ANCHOR
TYPE
A
B
C
A
C
E
A C F
Ct
9
ff
425 LB
473 LB/FT
B lF
41S LB/FT
157 L/F
238 LB/FT
134
202 L8/FT
F
383 L8 FT
397 LFir
B
432 LB/FT
-
C2
12
..4
6
-
1
142 LIIFT
271
1
m lb7pT
-
419 LB
_55 lB FT
312 L131
190 LB
265 LH/FT
LB
-
1353 LB
443 LB FT
C3
9
6
3 -
390 LB/FT
-
309 LB/FT
375 LB/FT
157 LB FT
236 LB/FT
134 LB/FT
257 LB
290 LB
329 LB/FT
405 LB/FT
331 La
426 LB/FT
63 LB/FT
-
-
202 LB/FT
572 LB/FT
326 LB/FT
304 LB FT
418 LB
C4
9
466 LB/FT
592 LB/FT
972 LB/Ff
-
370 LB/FT
449 LB/FT
682 LB/FT
157 L077
236 LB/FT
389 LB/FT
134 LB FT
2Q2 LB/FT
256 LB
357 LB FT
393 LB
483 LB/FT
753 LB
6
-
3
-
364 LB/FT
500 LB FT
C5
9
--.6
3
281 LB FT
421 LB/FT
543 LB/FT
-
-
-
224 LB/FT
334 LB/FT
1 670 LD/FT
81 LB/FT
122 LB/FT
243 LB FT
53 LB
125 LB/FT
250 LB
143 LB/FT
214_L9/FT
432 LB/FT
103 LB/FT
155 LB/FT
311 LB/FT
C6
9
273 LB/FT
325 LB FT
215 LB/FT
323 LB/FT
$45 LB/FT
-
-
-
-
138 LB/FT
207 LB/FT
414 L.B/TT
102 LB/FT
t53 LL3/FT
307 LB/FT
6
41Q LB/FT
4$7 LB/FT
975 L8/F7
-
3
1 822 LB/FT
-
C7
4
1 289 LBAT
358 LB/FT
301 LB/FT 163 L1377
402 LB/FT 244 LB/FT
- -
-
-
114 tB
153 LB
3
-
152 LB/FT
-
244 LB/
2
-
-
305 Us/Fr
C8
12
491 LB/FT
596 LB/FT 409 LB
B94 LB/FT ff1• LB/FT
1194 LB/FT, 819 LB/FT
-
-
-
-
-
255 LB
397 LB/FT
168 LB/FT
252 LB
B
736 LB/FT
9f72 LB/FT
6
-
530 LB
338 LB
SEA'
HIGH VELOCITY
NON RICH VELOCITY
SPAN
HURRICANE ZONE
HURRICANE ZONE A
ZCNE 1 2 3
ZONE 4
5 -1�
2 "/2"
1"
2 5/8'
AS LESS
1'
2 3/4 +
a5'-1D"
2 5/e" +
TO W-3'
3 1/2"
�Lj
3 5/6'
TO 12'-0"
A AS DEFINED BY ASTU E-1996 STANDARD.
+ EXCEPT THAT 3 5/8' SHALL BE USED
FOR MOUNTINGS AS PER SECTIONS 3,
4, 4A & 7A.
CQNNECTION CAPACITY SCHEDULE
(NW- ALLOWABLE REACTION TOP & BOTTOM LB/FT)
FOR CONCRETE & CONCRETE BLOCK
FOR SHORTER E.O. (2- FOR A. 2 1/2" FOR B & 2 1/4" FOR C ANCHORS)
Tw_ ... C n CWl1iN, nAi wr.lno erurrnee
CONNECTION
TYPE
ANCHOR
SPACING
CONCRETE
ANCHOR TYPE
CONCRETE BLOCK
ANCHOR TYPE
A
B
C
A
C
C1
9 -
41
-
355 LB
-
-
134 LB�
6
4a1 LB FT
-
418 U9 F7
202 LB
C2
12
375 Lam
334 LB/FT
-
-
142 LB
T90 LB/FT
255 LB/FT
9
6
417 LEI/FT
SD2 LB/Fr
-
362 L8/FT
-
419 LB/FT
-
C3
9
6
372 LB/FT
459 LB/FT
760 LB FT
-
-
-
309 LB/FT
-
- -
t34 LB FT
202 LB/FT'
37_5 LB/FT
57 FT
304 LB/FT
C4
gj
6
3
445 LB/FT
-
-
70 LB
4 FT
8B2 LB/FT
-
-
-
134 1A
202 LB/FT
364 Lb/FT
56t LB/FT
212 LB/FT
C5
9
6
3
226 L.a
339 LB/FT
Sal LB/FT
-
- -
-
224 LB/FT
334 LB/FT
570 LB/FT
- 83 LB FT
- 125 LB/FT
- 250 L,B
C6
9
6
22t LB
332 LB/FT
683 LB FT
251 LB/FT
215 LB_/FT
323 LB/FT
-
-
-
-
-
378 LB/FT
3
758 LB FT
Bib LB/FT
C7
4
232 LB/FT
310 LB FT
236 LB/FT
183 LB/FT
3
315 L9/FT
244-
CS
12
3B8 LB/FT
562 LB/FT
LB/FT
460 LB
691 LB/FT
921 La/FT
409 LB
614 LB/FT
-
-
-
-
-
a
1777
6
819 LB/FT-
ANCHORS SDHEMLLE OSEE GENERAL NOTE C.2 ON SHEET 1
ANCHORS
ANCHORS
MIN. E.D.
MIN, SPACING
TYPE
DESCRIPTION
CONC.
C.13LOC
WOOD
CONC.IC.BLOCH
WOOD
STEEL
1/4'0 TAPCON W/ ADVANCED
A
THREABFORM TECHIIpLOCY
3.30'
2-w
A
N/A
4,00'
4.00'
N/A
N/A
B
1/4' 9 x 3/4- SOLID SET
3.50'
3.50"
N/A
N/A
3,00'
3,00'
N/A
N/A
C
1/4- 0 CRETE-FLEX
3.00"
100"
9
N/A
3=_
3.00"
N/A
N/A
E
BUILDE7(
N/A
N/A
N/A
1.OD"
N/A
N/A
N/A
2.00"
TEX SCREWS
ERE
F
#14 NDS WOOD SCREWS OR
1/4- NOS LAG CREWS
S
N/A
N/A
G
N/A
N/A
N/A
2.00'
N/A
,�gHt LlI FtiAIIIIII)A 1111� 00K fth R Mm Fyh YaLed1F FNwhom Zem
,"'X� ' .:.'...,'�jJ
D,a 161
q�j *
Rs • STATE OF
PE
�C�
y� 10 mrrco M.
.� I L E C a Ff4c.
+TL
TITAN II FOLDING IMPACT PROTECTIVE SYSTEM
DNA" „.
FOIDpIG SHIFTER CORP.
tan WRW term 4b i Im
. #w,rw m ..."MLM
"'001
! CCWPA1fY
a= 1f .am
nA" uc T 4416,E
F
nRATnn w
I