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BP t�Product Approval Menu > Product or Application Search > Application List > Application Detail WO
FL # FL17080-R3 RVIEuWUR
Application Type Revision
Code Version 2020 CODE COMPLIANCE
Application Status Approved L+-r i 1n-1E COUNTY
Comments WBOCC µii t '?�g
Archived 0
Product Manufacturer Folding Shutter Corporation
Address/Phone/Email 7089 Hemstreet Place
West Palm Beach, FL 33413
(561) 683-4811 Ext7675
edh@foldingshutters.com
Authorized Signature Ed Heritage
edh@foldingshutters.com
Technical Representative Ed Heritage
Address/Phone/Email 7089 Hemstreet Place
West Palm Beach, FL 33413
(561) 683-4811 Ext 7675
edh@foldingshutters.com
Quality Assurance Representative
Ed Heritage
Address/Phone/Email
7089 Hemstreet Place
West Palm Beach, FL 33413
(561) 209-7675
edh@foldingshutters.com
/
Category
Impact Protective Systems
Subcategory
Operable
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
O Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Walter A. Tillit Jr., P.E.
Evaluation Report
Florida License PE-44167
Quality Assurance Entity PFS Corporation
Quality Assurance Contract Expiration Date 12/31/2028
Validated By John W. Knezevich, PE
E2 Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL17080 R3 COI COI Folding Shutter Corp Titan II Drwg 20-190.pdf
Standard
Year
TAS 201
1994
TAS 202
1994
TAS 203
1994
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
08/10/2020
Date Validated
08/11/2020
Date Pending FBC Approval
08/17/2020
Date Approved
10/13/2020
Summary of Products
FL #
Model, Number or Name
Description
17080.1
Titan II Folding Impact Protective
Extruded aluminum blades folded together through knuckles
System / HVHZ & Non-HVHZ
and retained by tracks to provide Hurricane Protection
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL17080 R3 II PED Folding Shutter Corp Titan II Drwg 20-
190 pdf
Approved for use outside HVHZ: Yes "
Impact Resistant: Yes
Verified By: Walter A. Tillit Jr., P.E. PE-44167
Design Pressure: +160/-160
Created by Independent Third Party: Yes
Other: Max span is 12'-0" for +46, -46 p.s.f. A.S.D. design
Evaluation Reports
load and 5'-2" for +160, -160 p.s.f. A.S.D. design load. See
FL17080 R3 AE PER Folding Shutter Corp Titan II Drwg20
90 Rif
sheet 13 for additional spans and loads.
Created by Independent Third Party: Yes
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Product Approval Accepts:
-e o
SecurityAlri'lkics,
GENERAL: NOTES•.
-1..71TAN I1.FOLDIND IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT. EVALUATION DOCUMENT-(P.E.D.) HAS-BEEN, VERIFIED FOR
COMPLIANCE IN ;ACCORDANCE WITH THE2020'(7I1 EDITION) OF -THE. FLORIDA' DE. BUILDING COTHIS FOLDING: IMPACT PROTECTIVE.SYSTEM:
MAYBE INSTALLED. AT HIGH VELOCITY HURRICANE ZONES,(NVHZ):AND,CUT OF'THEM'(NHVHZ)., -
-DESIGN WIND AGADS SHALL BE,DE7ERNINED'AS PER SECTKINS.1B20'(HWIZ).3.16DB'(NHVHZ).OF THE -ABOVE, MENTIONED CODE,'
FOR;A:BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT. TO BE INSTALLED FOR A DIRECTIONALITY FACTOR.'
KO-0.85,'.USING ASCE T-16: AND SHALL,NOT -EKCEED.THE MAXIMUM:ASD.. DESIGN'PRESSURE. RATING. INDICATED' ON SHEET' 13. .
AN ORDER TO VERIFY THE',ABOVE.CONDITION,ULTIMATE DESIGG WIND LDADS.DETERMINED PER ASCE'7-16'SHALL'BE FIRST.
REDUCED TO A.S.D. DESIGN WIND LOADS-BY,MULTIPLYING THEM BY 0;6'IN ORDER 70 COMPARE THESE W/ 'MAX: (AS.D.)
DESIGN' PRESSURE RATINGS. INDICATED ON SHEET 13. -
.IN ORDER•70.VERIFY THAT. COMPONENTS &'ANCHORS. ON. THIS P.E.D.. AS. TESTED,,WERE.NOT.OVERSTRESSED,1 33.X INCREASE. IN
ALLOWABLE STRESS FOR WIND LOADS WAS=`USED IN•THEIR-ARALYSIS, A DURATION FACTOR CD'-' 1.60 WAS'USED FOR: VERIFICATION:
OF FASTENERS. IN WOOD.
FOLDING IMPACT PROTECTIVE. SYSTEM ADEQUACY -FOR IMPACT AND . FATIGUE' RESISTANCE HAS BEEN. VERIFIED IN ACCORDANCE .WITH
SECTIONS.1626.Ai 1609.1.2 OF THE. ABOVE MENTIONED CODE AS -PER TESTING PERFORMED'AT HURRICANE 'ENGINEERING TESTING. INC.
(H•E.T.L)., HURRICANE TESTING LABORATORY(H.T.L) 6: AMERICAN TESTING LAB OF _SOUTH FLORIDA AS PER PROTOCOLS' TAS4201,
TAS-202 AND TAS-203, AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFGRMED'AS-PER SECTION',1616 A: 1604 OF. THE
. FLORUTX BUILDING CODE .
2 STAINLESS STEEL SHEET -METAL SCREWS. USED AT SLATS G)& 48 SHALL. BE: IF 10,s 3',:410-HT MINIMUM.SERIES. W/ 173.5.kd:YIELD
.STRENGTH k 187.4 Int TENSILE.STRENGTH. SCREWS -SHALL BE COATED -WITH XYLAH 50M SERIES-FLUOROPOLYMER COATING. -AS
MANUFACTURED BY WHITFORD. Co. 2OX 307. WEST CHESTER PA. 19381:
S ALL ALUMINUM EXTRUSIONS SHALL BE:ALUMINUM ASSOCIATION ALLOY -AND TEMPER:AS INDICATED ON SHEET 2. MINIMUM: YIELD .STRIENMN ,
FOR'6063=T6-AUDY AT SLATS'SHALL-BE Fy=25.9 kal. ALL ALUMINUM EXTRUSIONS, IN CONTACT .WITH .DISSIMILAR MATERIALS SHALL
COMPLY WITH SECTION •111-6 OF .THE- 2015 ALUMINUM DESIGN MANUAL
4. ALL SCREWS TO BE:STAINLESS.SIEEL,304:OR 316,SENES W/ 50 kd YIELD STRENGTH AND 9O Im1:TEN5TLE:STRENGTH OR
CORROSION'RESISTANT 'COATED CARBON STEEL RW/BUILDIX TEK SCREWS AND SHALL COMPLY.W/ FLORIDA BUILDING -CODE SECTION
2411,3.3.4. ALL ALUMINUM POP RIVETS, TO BE 5052, ALUMINUM ALLOY' WRH ALUMINUM MANDREL' "
5. BOLTS TO. BE ASTM A=367-,GALVANIZED STEEL; .OR AS1'304.OR 316 SERIES- STAINLESS. STEEL WITH 35 kal MINIMUM YIELD STRENGTH,
6..ANCHORS TO.WALL SHALL .BE'AS.FOLLOWSe.(UNLESS -OTHERWISE NOTED).
-(A) . TO EXISTING POURED'.CONCRETE:. .
- 1/4' 0.TAPCON•W/ ADVANCED -THREADFORM TECNNOLOOY; AS MANUFACTURED BY I.T.W, BUILOF7(,'NC..TO MIN: 1'C=3192,RaT.
--'1/4' om 3/0STAND SET,'AS DISTRIBUTED BY•ALL'POINT:SOUD'SET'ANCHORS TO'MIN. 1'C-3000:pa1.:
- 1/4'V'CRLTE=FLEI,'AS MANUFACTURED BY ELCO CONSTRUCTION' PRODUCTS TO. MIN:, 6=3350 piL
NOTFS:.
.'At)' MINIMUM. EMBEDMENT DF. 1/4- 0 TAPCON ANCHORS OR,1/4' 0 CRETE-FLEX'DITO. CONCRETE IS 1 3/4':
.MINIMUM.EDGE DISTANCE.(LD.) SHALL BE AS 'PER SHEET 13 _
''A.2):3/4''SOLID SET'ANCHORS SHALL 6E ENTIRELY EMBEDDED (7/e1
INTO THE POURED CONCRETE
NO EMBEDMENT. INTO SNCCO SHALL BE. PERMITTED.' 1/4 /-2O SS SCREWS USED SHALL BE 1.1/e
LONG MINIMUM SHOULD STUCCO'EXIST:
A.3) IN CASE THAT'PRECAST'STONE; PRECAST'OONCRETE'PANELS, OR PAVERS -BE FOUND: ON:THE'EXISTING
'WALL FLOOR; ANCHORS SHALL BE. LONG ENOUGH TO REACH'.THE.MAIM STRUCTURE BEHIND SUCH PANELS.
ANCHORAGE SHALL BE.AS INDICATED ON NOTES Al 3'A.2 ABOVE -
•(B) TO,EXISTING CONCRETE -BLOCK WALLr ASTM.C-90; .
1/4' 0 TAPCON W/ ADVANCED THREADFORM'TECHNOLOGY AS MANUFACTURED BY. I.T.W. BUILDDT,' (Nr-'.
1/4" /, z 3RIB /44 SOLID SET, AS'DISTUTED BY ALL POINT SOLID, SET. ANCHORS:
1/4"/ CRETE-FLEX. AS MANUFACTURED BY. TSCO'CDNSTRUCTION PRODUCTS NOTES
'8.1)-MINIMUM. EMBEDMENT '0F 1/4'0 TAPCON ANCHORS -OR 1/4'. 0 CRETE-FLEX BRO'CONCRETE'BLOCK.UNR'IS'1�.1/4"
-MDHVUM'EDGE DISTANCE (ED.)'.SHALL BE AS PER SHEET.13. -
8.2) 3/4' SOLID' SET ANCHORS SHALL BE. ENTIRELT EMBEDDED (7/W)'INTO THE CONCRETE BLOCK.UNT. NO
'.EMBEDMENT INTO``STUCCO'SHALL' BE PERMITTED. -1/4' 0-20 S.S. SCREWS- USED SHALL' BE .1 :1/Y LONG
'MINIMUM'SHOULD'STUCCO MOST AND 1' MINIMUM FOR WALS'WITH NO STUCCO'.
B,3) 'IN 'CAN 1NAT PRECAST STONE OR PRECAST CONCRETE. PANELS BE FOUND ON EXISTING WALL; ._
.ANCHORS SHALL BELONG ENOUGH`TO REACH THE'MAIN STRUCTURE BEHIND SUCH. PANELS: ANCHORAGE'
.'SHALL.BE AS INDICATED ON NDTES-BJ'i.B.2-A9WE - 17,
,.
. "(C) TO, EXISTING WOOD, FRAME BUILDINGi C
•1/4'.0 TAPCON W/ ADVARCEW-THREADFORM•TECHNOIDOY.•DR. 1/4' R CRETE-FLOE AS MANUFACTURED BF HW/BUILDE%,
INC t ELCO CONSTRUCTION PRODUCTS,' RESPECTIVELY, OR j 14' NOS. WOOD- SCREWS' OR 1/4' 0 NDS LAG SCREWS.
NQIES:'
C.1),MINIMUM ,THREADED -PENETRATION OFA/4".0 TAPCON OR'1/4'.0 CRETE-FLEX OR /14 HimWOOD'SCREWS OR.
'1/4' O NDS LAB SCREWS INTO:THE:WOOD FRAME UNIT SHALL BE 1. 1/P:FOR 01 THRU C4 AND C6.THRU CB
CONNECTION, TYPE, -AND Y' FOR C5. OR AS INDICATED ON' WOOD SECTIONS ON SHEETS- 10 THRU 12- NO THREADED "
PENETRATION. INTO -WALL' FINISH SHALL BE CONSIDERED AS PART 'OF THE REQUIRED, THREADED PENETRATION.
' C.2)'IBNIMUY EDGE DISTANCE.OF 1/4' 0 TAPCCN'OR 1/47 • CRETE-FLEXOR f14-NDS W060:SCREWS OR 1/4.0 NDS
LAO SCREWS INTO'WOOD'SHALL'BE-AS.SHOWN OR. SHEETS '10.THRU 12.
6.3) IN CASE THAT PRECAST STONE: PRECAST CONCRETE OR BRICK PANELS,•VENEER OR PAVERS BE FOUND ON. THE EXISTING
WALL ANCHORS, SHALL'' BE LONG ENOUGH T0'•REACH'THE.MAIN -SUBSTRATE 'BEHIND SUCH'PANELS.-
.MINIMUM THREADED PENETRATION SHALL •BE'AS INDICATED. ON - NOTE C,1 ABOVE
ID)' TO'.EIOSTMG STEEL STRUCTURE: MIN.-12 6AGE,,FY=33 'KSI (MIN:) MATERIAL
1/0: 0: ITW. BUILDEK'TEK•SCREWS.- W/-FULL THREAD- PENETRATION: .
. NOTESl -
D.1) MINIMUM EDGE DISTANCE .OF ITW.. BUILDER TEX SCREW 1',
7..ANCHORS SHALL BE. INSTALLED FOLLOWING ALL OF. THE RECOMMENDATIONS-AND.SPECUICAUGHS•.0F THE'ANCHOR
MANUFACTURER:
'G. IT SHALL BE THE RESPONSIBILITY OF ITHE,CONTRACTOR TO VERIFY THE SOUNDNESS -'OF THE STRUCNRE-WHERE PRODUCT
IS TO BE'ATTACHED TO INSURE PROPER ANCHORAGE:.THIS. SHUTTER SHALL ONLY • BE ATTACHED TO CONCRETE, BLOCK -OR
WOOD . FRAME- BUILDINGS: .
9.• EACH -UNIT MUST BEAR PERMANENTLABEL' IN A VISIBLE' PLACE, WITH WARNING.NUD DURING PERIODS' OF.HURRICANE.
WARNINGS, HOME OWNER,'TENANT,, OR OTHERS, MUST PROPERLY CLOSE, ALL CENTERPIECES AND. ENGAGE OR LOCK ALL.
LACKS.
1O,'PRODUCT MANUFACIURER'S'LABEL SHALL BE LOCATED ON 'A READILY-VLSIBLE ICCAMON.AT.PRODUCT-IN ACCORDANCE •
WITH SECTION. 1709AJ' OF -THE PLDRIDA-BUILDINO CODE.ONE LABEL SHALL BE -PLACED FOR EVERY OPENING.
_ LABELING TO. COMPLY. WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE
Al. FOLDING IMPACT PROTECTIVE SYSTEWS INSTALLATION SHALL COMPLY WITH SPECS,INDICATED IN.THS'DRAWINO.PLUS ANY
'BUILDING AND -ZONING REGULATIONS PROVIDED, By THE JURISDICTION WHERE' PERMIT is -APPLIED TO:
.12.'(A)' THIS'PRODUCT:EVALUATION DOCUMENT (P.EO.):PREPARED ;BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE
INFORMATION FORA SITE SPECIFIC PROJECT; Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE•P:E.D:.
,(B). CONTRACTOR TO BE RESPONSIBLE FOR -THE SELECTION. PURCHASE -.AND INSTALLAnON.INCURHNO UFE'SAFETY. OF.
. -THIS PRODUCT'BASED UN THIS 'PRODUCT'EVALUATION DOCUMENT PROVIDED:HE/SHE'DOES NOT DEVIATE FROM THE
-CONRDIIONS DETAILED ON THIS DOCUNENT.'CONSTRUCION SAFETY AT SITE 15-THE.COMRACTOR'S RESPONSIBILITY.,,
(C) . THIS PRODUCT EVALUATION DOCUMENT WILL. BE CONSIDERED. INVALID IF. MODIFIED.
(0) :.SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A.FLORIDA• omTERED,DIGINEER OR ARCHITECT WHICH: TALL
BECOME THE ENGINEER. -OF RECORD (EO.R.).'FOR THE PROJECT AND WHO.WILL'BE-RESPONSIBLE FOR THE. PROPER
USE OF -THE P.LD: ENGINEER OF RECORD, ACTING AS DELEGATED, ENGINEER -TO, THE P.LD. ENGINEER.. SHALL SUBMIT
'.TO THIS UTTER THE SIRE 'SMCFC DRAWINGS. FOR REVIEW.
(E) THIS- PX.D, SHALL BEAR THE DATE- AND ORIGINAL SEAL, AND SIGNATURE OF. THE PROFESSIONAL *ENGINEER THAT
PREPARED'IT.
THIS DRAWING. SHALL' ONLY BE USED -TO OBTAIN
PERMTNS IN THE' STATE •OF FLONNIDA.
rumu NRHLDRND. NoE (10ph, a' Han HOh. Vdoaft. Hur Im"
(TO BE'0969.&N.A
MAY INCLUDE. PERM
DETAIL ON SHEET J)
.®-SLAT' WINDOW
6063.-zT6 ALLOY
(TO BE USED ONLY FaRjusmumoms
30.FEET OR HIGHER ABOVE GRAVE,
'MEASURED AT BOTTOM. OF OPENING.
SEE "COMPONENTS 29.- 21 & 2.2 ON
SHEET Jj
srJY
2012,
1100
6063-T5 ALLOY
- M
(M WALL INA-9 ".DER 0 -B. 0.BOTTOM SB.L TRACK
6063-0-ALLbY AMAW. TRACK
6063"T6. ALLOY
t2
T
o
LA
(g) ALT;,,BOTTOM MW -.AAFTER P.AUUMM-ANGLES
6063—T6.ALLOr W460600—T6 ALLOY
COMPON
'%it nh, J-!
. . . . . . . . ...
0--
J�\rE
%
&TUBES �, AQ TA�N041!
ir
.W
-STATE OF
a
EXTERIOR CENTERPIECE'l
6063-T6 ALLOY
'A IF7. -Til,
COMPONENT
f b-
tl
t2.
2'
V'MAX'
0.125?.
'0.125'
2".
4"'MAX;
.0.25*'
015':
1-
2 w MAX.
0.062
0.062-
RAIN HOOD
6063—T5 ALLOY
NTS
FLORIDA BUILDING. CODE (Ifth - &'HIM Ifth Woft. K 9 zdno)
Tme.
TITAN: 11 FOLDING :IMPACT :PROTECTIVE: SYSTEM -
DA" On
U.P
FOLDING -SHUTTER CORP.
ian mom unm M JL. 30D
-WM.FAW XAM fL.W4N
13OD-943-4"I
:mrmmmmo cmPmy
I
=871
.20-190.
P.F
44167
1
;
!VJ✓Q 1
roP.
`..) LiOWS.DF
'.
i
0 NOLf_3'
SPACED
1
•
�SXYr
ART
3/g M
. -i f
i
i
'
V.
CCCC7777 '
!lJ BOTH
U
auTs
I 1
p�
o
0
p
VIEINC
G:FPM
e�. (NEE TAME 2)
s
�����iii» } . iI. • .t; v - �
SLAT :aP06o'TMCfSLAT, WHOOY ZMAR9"W MEWING
.WDOW (SEE TABLE 1)"i
t: 000
AM.;. -. MAX (2) WNDOWS MAY BEW ONE SLAT SPACED .
I •A MNOA/M OF 24' MART. MW 12' RUN. FROM
EhW.. OF -SLAT TOP.& BOTTDAL .
_. SLAT'MUST lERr INSTALLED ADIACENT .
.i q,R pip lO. IECES OR NOR.AT Comm OF PRODUCT.
g0b8 r _� ®'.SLAT'mmow'DETAIL
. pop = , .; .(G-M71ON)
20
. SLAMSPATS
N�.UCRLE .:� p$Q i .KEKW ..
=1 (TW) WINDOW -
r
i 0(0'f0 .�� ';- !J)Ro115 OF i �� pW °'° ';
o " La SPACED:
'm�rlXmlal '.i.JdWARr
-i .�rloarrea.uce .. al
moe , mmArlwnw- .
I DIRECTIONS. t, . •Oa I .62fo' d2W
WAP_
�-70 BE'USFD'ASAN OAnON."MR.ALL INSTALUTTONS' ►SLAT WWROW 'F7.FVATlO�
UNDER -LARGE MISSILE AMY INCLUDE POW"TIONS -
. .ASPIR.INN. D[:TALL '
- A SCAT WINDOWDETAILS.
MAX (2) WINDOWS. MAY BE -IN ONE MAT SPACED' -
TYPICAL f'
NIIL 24'APART (AWL EVERY 10-SUYS):
Wf 20 VIEWING •WINDOW "&.... .CLIPS
TYPICAL -ALTERNATE PERFORATED (SMALL' MISSILE -IMPAC'
) SLAT WINDOW "ELEVATION.
(LARGE:MISSILE IMPACT 4Y g..A��ri%�=%%,
TABL;E'1::SOURCES:FOR 3
.
TYPXAAL PROPENFIE5
SRMURD "
OPTION
.
m?
SABC.LM0 AMV
•
U&MM OM JIM
WAN 1D7 !dM
PHYSMALt
SPEMI. GRAVITY"
MCNA1LEM
AMU. D"2 "
'.OAQ lb/Ur
0.043.IS/d(
.TENSILE YIELD STRENGTH'
.. ASTM D639
9.400 pal
04M p.aL
fLE%URM. STIMMI1 AT -YIELD.
. ASIM UM
12,5o0 Pa.L "
13.400. P.J. "
FLEXURAL YOMXIJS•
ldPdCC
ASTM: U790
340.0M p•.a.
345,000. p. 1.
.
'NOTCHED mw
ASTM D236
18 ET-16%m
17 Ff-10/In
9AOIOT_.DD Sm
AM D28Q �
- -472 s -
�64S X MAX
RATE' OF RUf0 G
. AM I]=-
. C-1 CLASS'
' C-1'CLAW
SELF IDMIION
ASM D1929- '
1040•.'F.
980 •F
1
AMM'0155
'TENSILE STFENCTHIFIFRWFATHE78NC
- ASM D638
9302 p,.L.
8640 RILL
.TENSILE, STRESS -BEFORE WEAM UNC
'. ASTM D538'
8461'pal
8880, P.J. -
,TABLE 2. SOURCES FOR
STANW�f4lSIER
70LY. Wd1A111Y
7YP16V. !
RfFEf7E1YDE. "
&ACK NNDN FRI f
/;2wteye
fW1VWAL• -
SPFCCIF C CMVIIY. -
ASM D702'
. .
.0.042. "In..
SIMON
AM DM
11,300'pal
,nExum SIMON AT .YIELD
.ASTM D790"
18.000 PiL
.IIIPM RE L. MOWWLUS .,
AMU 07W
4MOM W.
2CL•:
'NOTCHED WO
' ASrM D256 .
. 0.6 F1'-ID/In.
COEFFICIENT OF THERWL EXPANSION .
AWM' D606 '.
. 5.5 x .10 mm-T
RAMYAMM -
' M 04
V-2
IBLTM TUWMKTURE-
ASTM 03415
. 500 T
nMDA BWLLNNO. CODE (Mob- & Ulan 'Mob VWGft."Hu"Scom
USE .(3) ®AT 30' O.C.
FOR SPAR LARGER ' '
TTIAN GV UP TO .144'
nPICAL ELEVATION
N: 1. S:
4' NOTE: .
SEE SECTIONS 1' THRU 3 ON SHEET 5.
SEE SECTIONS '4 THRU.-6 ON SHEET,B.
SEE. SECTIONS 7, 7A-.& 7B.ON SHEET 7..
SEE SECTIONS''1W.& 2W ON SHEET. 10: �UlNuui N,
SEE SECTIONS 4W;.4AW'&•7W.ON. SHEET.11:,
SEE' SECTIONS'.7AW, .70W, BIN .&.'14W'ON .SHEET "T2.
\GEN
0: 44.1
/r7 STATH
P.E n ia�E
• .NOTES ON ® & LOCKING TUBES,® AT &k g). -
1. TWO (2)_1@ SHALL .ALWAYS' -BE USED AT -PRODUCT'S MIDSPAH SPACED
AT. 30" O.C. FOR SPANS'. UP -TO 997 '.USE THREE (3) FOR -LARGER'
SPANS SPACED'AT 30'. O.C: AT NIDSPAN.COYPONENT MAY BE'
I TALLED INTERIOR OR OR SCREWED TO TAPPED ENTERPIECES.'
4)Cll LOCATION'OF'oSSMALL -Be AS .SHOWN ON TYPICAL ELEVATION.
2. (2) LOCKING TUBES SH ALWATS_BE USED TOP & BOTTOM AT' .
PROOUCTS'.CENTERPIECES 4 ORS AT. ALL, INSTALLAT10H5. LOCKING TUBES .
®'SHALL-BE`SECURED WVLEYERS:AS SHOWN ON'SHEET 9..
t SEE 'UMITATIONS. FOR Qi ON SFIEET.4
FLOM NITILONO CODE (NIgh. & Now8gh Vd6 ft' Hurrlaaeo Zomi
POURED CONCRETE
OR CONCRETE BLOCK. .. .
WALL REQUIRED.
OPfgNAL.RATN HOOD OPRONAL RAIN HOOD POURED CONCRETE OQSRNG:NON STRucruNAL WALL
.0.060• THICK S.S. - (NON=STRIICNRAL) 'REau1RID. TRIAL (DECORAINE'HFAD)
(SEE SHEET 13) - ROLLER HOUSING . - (NON-STRUCTURN.)• .. /
-.1.Ooo' .moo- WIN. .
MN ED W
� Z / 2 NYLON �� —'�"— CGWK== ON. CZ � .�`� j DI MON&
(ROLLERS 3.(sEE's11EEr 73) x / •' RAIN HOOD
0.83E-a (TYPJ (NON-STRUCNRQ
I
1 #t0.K 3• Sr. S.M.S. W/' 3 16-. ALUM. 1
I. 0373- LONG NYLON _.W. / I T3,
I 3/16• ALUM. PQP RALUM
'BUSHWG W/ A 0.150' . . ICONT. POP. RNER: •X' 0. 16. 0.C7 'I
LONG.WP SECTION 0.500- 3 % I (2"■4' NAIL) I �ta--
"0.0.'AND 0.247- Tall ANO. lL O'O.27D' O' 1 B•.O.C. . 1X. 0 � .
I. 02z3' LONG 6arroM . ULTWIFAB BURDEX TAPCON
1. SECTION 0320, O.D. AND .WEATHER I :MD1. SEPARATION W/ AOVANCm 'I -
0246• I.d.' STRIPPING
EA
. .. SIDE (rmJ '. OPOURED-CONCRETE
R WNCKNE7E'BLOCK Q"(S' 7 SCHEDULE '� TE0MOLOGY OR I' 1�4- �'' 1• TEK .
T Or' z WALL REWIRED. d. ON SHEET 13) . Or s 1/$ / F1C0 . 1, SORELY OR 1/40-20'rtl'
®.t. H8' COSTRUCfgN. S.S. MS WITf1.Nl1f .Re PoP•RNE15,'.'
'I
�
1 MIN. ..
WASHER:® O.C.
O 4!-.
Or'.
1
ED CONCRETE.I
tj W/ 3/4•
u Tx�T 9 Sr o.0.
•OR�CONLYi BLOCK
.
1
.MIN. SEPARATION
TO GLASS:Or
WALL;REOIARED.
..
(SEE SCHEDULE,�dd��,,
ON SHEET 13)
�C7 t"
®T
-
n in
•.z
1
-
MDT. SEPARATION
TO GLASS
m
POURED CONCRETE-.
" OR CONCRETE BLOC-'
- .8-
-
(SEE SCHEDULE
WALL.REGUIRED.
' i
ON .SHEET 13)
W.
CONNECTION C2
a. msHEET
OF
'a3
Or
'
.II4'0'fIW
'SCREW OR 1/40-20':1•.
p, 1 -
iTIRF/DFDANC
RM I
S5. MS-WRH MIT W.
WASHER 0:4' O.C.
.Ly
j.
flOr3- S_& &Ms: N/1/
O.CD
•
OON18CEpN. 01 ''
'it. LONG NYLON. BUSHINGS
(W SOITOM). AND 3/4'
CONSRtUCiION.. .I' .
PRODUCTS
• 3
-.
S
(SEE SHEET:13) /
. LONG(ryp. TOP), EXCEPT AT
. WALL FACE
'MOUNTING .INSTALLATION.
GRETE—FLE)(>,3
',
ai
.
. _ ROLLER HOUSixc.(tYP•>..
.
..
_
SECTION" 2 �
. W/ 1 3/4' N. 1.'
EMBEDMENT m 6. O.C.1 .
(2-s4- MAIL)
.
WALL 'FACE- MOUNTING INSTALLATION.
.SECTION
. OF 0. X 6ANC
SPAS
1
. 1/2-
SPAGMo
ANaoR
.
.
a
O
.
GROUTED BLOCK' RE0t71RED
(NDL EcP 2 GROUP) OR
1:000•
MIN.
-
2500 - MPI:
ED.
' .
O . O.
.
.
RE
POURED CONCRETE
j
EASTING NON. STRUCTURAL
WALL TRW (DECORATIVE SILL)
STAGGERED. 'ANCHOR' SPACING .
DETAIL . FOR6
I'NSTALLAT•IONS. DETAILS'' INTO' 'CONCRETE.
& CONCRETE BLOCK . ......
. SCALE N.T.S.
NOTE FOR COMBINATION OF SECTIONS: .* . E.W - EDGE DISTANCE ( �
1=,MOUNTING SECTIONS. CAN HE. COMBINED- (SEE-SPECIFlCKnONS ON-SHEEE 13) `�----��-r
IN ANY WAY TO SUR' ANY INSTALLATION. '
? SEE' LIMITATIONS FOR ON- SHEET 2
RE SEAL/:
'MOUNTING. INSTALLATION
SECTION 3.
AS:D: DESIGN'PRESSURE.RATING = +65A,' =90.0• PSF
�'�i "MDA EUIID00.CODE (fth.t'Man 'H) h.VtleeMy.'Hmr(aune
1/4'0 ■. 3/4' TEKS SCREW OR'1/4' K. 3/4' -
BOLTS W% NUfS.& WASHER O 6''O.C.. .. .. .
0.D60'. THICK SS
POIIREO CONCRETE OR ROLLER HOUSING I -MIN. SEPARATION �. I MIN: SEPARATION
CONCRE•E BLOB( WALL _ .� 70' GUYS W rJiLss
REQUIRED /
OPTIONAL RAIN HOOD 'ice —(SEE SCHEDULE (SET `..GIEDULE'
(COKHEMION �.. .. EO.. E0: (NON-SIRIICRIRAO I ON SHEET 13) 1 Of a - 'ON SHEET 13)' 1 •or +3
'/10n3' B.S. S.M.S.' W/ 1/Pb. ALTERNATE 3/16• ALUM. � 't ' ALTERNATE 3/is•'AIUM. i
.3/4' .NG NYLON, BUSHINGS POP RNE15 O 5' O.C. I [POP RNEf$ O 3'-D.C. '
.. (T, TOP) AND.V LONG (Tjp. AT REAR. AT �'
. 'BOTTOY), EXCEPT AT. ROLLER
ER I . L,
HOUSING. (TYP.) • . I'
°
OTP•) .. I. r - y 9 .I . 'EO..EO
I 3/16' ALUA POP'RKTS._TY I rI 3/18' ALUM: POP RIVEfs.
• rs .. .. a 10' D.C. BOTH SIDES .O 10' O.C. BOTH SIDES. .
I j . IEC Jc ANCHO 3/16' ALUM. POP
ORIENTATION- B . RWIS-0 1s' O.C.
.010 a. 3':SS. S.M_&.W/ - .
0373' LONG NYLDM ONT. 0.163 a ' !//
BUSHING W/ A.0.150•. I /! .MIN. '3/4'
TONG TOP. SECTION OSOD' ' .01
MIN SEPARATION 0.270'A0.030' MIN. 3/4' PLYWOOD, PLYITOOD.
O.D. AND 0.245' Ld. AND 1I TO LASS ULTRAFAB - - - •$ REQUIRED ; 8 1'/2' MIN. REQUIRED'
O.W. LONG'BOTTOM 1' (SEE SGiEDULE 1 or. Jr` . 1/4' 0 JAPCONS OR'
STRIPPING FASECTION 032D'.O... AND+' ON SHEET 1S) gpE (ryp•) � � t �Q ANCHOR ' OG N � g �� '1/4'.7HRU BOLT W/.
0,245' Ld. ws WASHER O NUT O .10' O.C.
�•) - 1/4' THRU BOLT.W/ EACH SIDE
. PWRED'CONCREIE OR .WASHER •& NUT-6 5'-O.C. 1/4' 0 TAPCONS OR
8` O. . CRETE-FILDC ANCHORS C.
.I CONCRETE BLACK WALL .
REQUIRED.
2k4' OR 215'zt/8' POURED OONCRETE:OR : 5'in /a- 6O63-T6:CONT.
ALTERNATE 3/16'. ALUM: t--TBCONf. ALUM.'. CONCRETE BLOCK WALL ALUM. ANGLE OR BENT PLATE
POP RIVELS'O 5' O.C. - RE'OUTAEA
AT IL STANDARD COUNTER -TOP MOUNTING INSTALLATION.
ALTERNATE COUNTER -TOP MOUNTING
SECTION '5 INSTALLATION -SECTION 6
/�/��//////� MAX: A.S.D. DESIGN PRESSURERATING= +66A, -66.0 PSF MAX:-AS.D'. DESIGN -PRESSURE RATING +66.0, -66.0 PSi
�9. 5
. 3/16•.ALUM. POP RIVETS 6. . I. MIN. SEPATUITION.
• z ./ . r'L 10' O.C. BOTH SIDES � � TD CLASS'' '
a"
(SEE SCIODUL)
.I u
ALTERNATE LETT
CONNECTION C3' LL�Q I OORIEANNTTAATION
(SEE SHEEP. 13) a CN.R lED
ORIENTATION _ W .
44"
3/4".. SCREWW/
POURTD COB• wASHER OR .1/4• ..3/4•
CONCRETE BLOCK wALL BOLTS W/ MILS O 5/6•.WASHER ® .a. - .
REQUIRED 4'.oz-
9WWY 8
BUILD —OUT FACE MOUNTING INSTALLATION
SECTION 4 (SEE,SVM 13)
of "
CMD SKEET C4
0
. \ EQ.. E0. ' T/4:0•a 3/4' TEKS SCREW. .
POURED CONCRETE OR '/4'. ,<' 3/4" BOLTS .W/ NUTS
'CONCRETE'BLOCK WALL .O 5/6. WASHER O 6'.O.C.
INSTALLATIONS .DETAI.LS INTO CONCRETE REQLARED.
& ' CONCRETE. BLOCK. BUILD —OUT FAQ, ....MOUNTING.' INSTALLATION
-SCALE ;: N.T.S. ill,61AW (BOTTOM).
Non' FLORIDA BUILDING. CODE (LOGh.4' HlphVNg . aily: NurtLDam Zeno)
sF
.' \. Sic'': '�'�'. ®2020 TLTECp 67C TITAN: It FOLDING: IMPACT: PROTECTWE:SYSTEM, DRAWN BY.
NOTE FOR COMBINATION OFSECTIONS: •*.ED. =EDGE• DISTANCE
1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS 441,67CAlIONS ON SHEEP '13) - - - 7/1p/amo
' IN. ANY WAY TO. SUIT -ANY. INSTALLATION. - *' IL' E.0 O'uio... 'FOLDING SHUiiER CORP.. _ w1c
STATE OF. Tt5T1H0' O ENOINEERINO 1— YAROH'LUTHER Afro JIL' dro _
!. a®..R a g tWm.... Co.—C R JJlee ' WEST.FALM DTACK FL.33/04
7, ''F'l'1a':°«ovo1 -'ssr ..nrtteao-w-6a71 20=190.'
t 'SEE IJMRAT70NS FOR ®, ON 'SHEET .2,% ��,C'• COR�OP• mar InTasmm mMmNG Ho
!i (C••'•:... •'�Cj\•��`, 'CA-000671E
WALTER A YMUT.Jr. P.E. aar wso �. 'acr ®mlw ua. _
P.E.'l,�� �L. ,FLORIDA U_- / 44167 - 511FEf 6 0/ 13
lll 1
• M@E. E.D.—
POURED CONCRETE .
. REQUIRED "
. MDSO• THICK ss.
ROLLER HOUSING /
p) . WLdu a
ROLLERS OASS•O (TYP.)
I, '/10 : 3• SS. S LS. N/
0.373' LONG "NYLON
BUSIONG,N/:A'O.15D'
ILONG TOP. SECTION (LEW. -
OD. AND'0.245' LE. ANO
0223' LONG 'BOTTOM
SECTION 0 320' OD AND
ONNtCiNN P,6 .
�51ffET ��
�OPTIONAL•RAN HOOD
'{NON-srtlucruRAL). ,
�.' iD.3•'SS.'S.M.S. N/'t/2'G . .
.3/4' LONG NYLON BUSHINGS
'• (Typ. TOP) AND 1LONG.(Typ. .
BOTTOM). DMEPT AT ROLLER
.. - HOUSNG (TIP.) -
16' ALUM.
CONE. 0.1 B3'."70•.DD30'
. ULTRAFAS' WEATHER
_ SIRIPPING EASIDE
0245*2 d
MIN SEPARATION
to (SEE SCHEDULE
YN. s WATION ON SHEET 13)
To SS 1r .
(SEE sSNmuLE. 4 Or
.ON SHur ,3). I• r - MIN SEPARATION
OPTIONAL RAIN GUARD
- ._
-
.®t
7/4' 11 . i' TEN SCREW OR
20•.L S
. t/M-t' S: S WITH -
NIlT. @ WASHER'O.4', O.C.
TO GLASS
i��
(SEE SCHEDULE'
ON SHEEi '� .13).
.
f Of'
•,I
7 .
ALTERNATE 3/16•- ALUM.
,.
-
. .
-
PWRIMS•O 5' O.C.
-
F4 T..
OPTIONAL RAIN, GUARD.
AY REAR
(NON-STRUCTURAL)
$
•!'?
I
ALTEANATfi 3/is•
ALLAI..
'
ALI MG
_ _
I ''Qn','
}ig'
'POP RM1E75
O 5• D.C.L
''�o
�O
G
.
. '
n " 3/W: AiLIL POP
.
.•
CONNECTION C7
AT RENT.
s�
9 .
-
O to• 0.0. BOTH,SIDES
(SEE SHEET 13)'
.g
a ..
n
POP RIVETS
"
,f�
-EDGE
lG`
10O.C. BOfN.SII)Es
D.C.
—ED.
OFSLAB: /
I
APPLI
. .
�'�
OURED CONCRETE
D�
APPLICABLE
LEWR
JI
�•
..
POURED CONCRETE
'
POURED CONCRETE. /
REQUIRED
..
REQUIRED' .
OL
• MED,
.
• MN..ED. • MN. E.D.
ISEE"swu ,3) v 611N. E.D.
TRAPPED • MOUNTING ANSTALLATION.
" ALTERNATE. TRAPPED .MOUNTING
ALTERNATE TRAPPED• MOUNTING
,SECTION 7
INSTALLATIOW AT.'BOTTOM'
INSTALLATION AT BOTTOM:
SECTION 7A
SECTION.: .70'
INSTALLATIONS' DETAILS ANTO 'CONCRETE
& CONCRETE BLOCK -
SCALE. N.T.S._ `,IT,IITIITTIILIIfIj/AA
``p��
'
FUMDA BUNDINO CODE (Ilph NaT'.Hlph VNoD1tr' HurthiDll�
Zbm)
NOTE FOR COMBINATION OF SECTIONS: '
# ' E.D..= EDGE' DISTANCE
SF. '•
''s
®2o7D mTECo °e
TITAN II FOLDING: IMPACT: PROTECTIVE SYSTEM
ItRAlx1 �'
M.P
".
.T- MOUNTING SECTIONS CAN BE'COMBINED
IN ANYWAY TO SUR-ANY INSTALLATION.
_ _ (SEE SPECIFICAT10N6.'ON.SHEET 13).
_ `. ND; 44167='/i0/2o2O
*
IL_ $C".O'.�N�. '.•
FOLDING- SHUTTER CORP..
',GAT[
Y SEE'UMRATIONS f•OR ON SHEET 2
..
STATE OF
'-��•. F P'.••'
.?
11sn10 e.TrGINEERING COMPANY
" a s"teta.A uLD,te. n ate
4=1m.r tlymt`tt
1Y1 TLAtIN URI[11 T0110'JR aw
WEST PAW rFAtx. Itt SSg4 .
.PH:f O71
•t.r
Z0-180. .
.
®
.� coRio.
•••��yA
.-rrrutt M.A.Lcam
.�n.l�np.l�fhraMr'
ORAWIN N. -
.
-
•'`��
��`
:WALTER AWTt.Ir. P.E.
.ALTER CJm �.44167
t'
tmsmi weaxr
tro +►+.'-
®m..
-
om.
-
SWWT 7OF. 13.
:(s) R' f/4• a 3/P mcs WRx.
Ar om Ineknuo»u�r.
SPAN rug[ PER ScHen E
e0sa-m AEum .
. '.A- a e•.oa
� 73
111. v l l l �r
SPAN TUB£ YOUN11N6' INSTAIIWTION
1/4'0 a'3H•'nX SCREW
r r. G.c
600-To war
(e) t/a• 11 3/4.705 sCIRW
'
awo•. NAs Ar. tLc Laimnol1w.
TAmtRE) '
TE
ORC txNNCRL
(sLE
(3)'Rt1115 OF t/P4_TAP .
aoc WALL m+m
IAi REa
SPAN. TURF*
A'1CtI0R5 Or.) (51E SCItmEX uA
MOLLNTING'MME LMIN.
' (1) t/4 a 3/4' MM SOWN -
� � .
3Si4� v 3%r a Tint/4•.
' AT 'Y OA IDNd01DNA117.
a LEWIN eDe3-Te AUAL ANCIE "
. p) ROWS OF-1/4.0
TA�PC•7QS AN
'(SfE S7�ut�
�l)
d.
�
73
.
am0• NAx
t/4.4 a 7/4' TEtt sCNSW
e• as.
fssi samuA
tuec Pm so+fnue - I
3
E 'TYPICAL FIEVATION RUBE AT NIDNE1GN17 �4
TS
1: SEE: UMMAIMNS FOR �.ON 5)0ET 2
PE
TABLE-1: MAX. SPAN. TUBE_ LENGTH SCHEDULE (TUBE'TOP-OR,BOTTOM)'*
TUBE
SIZE
MAXIMUM.
PRODUCT .
SPAN
ALLOWABLE. TUBE
SPAN
REO'D ANGLE
LENGTH. EA. END
'NUMBER OF.ANCHORS
PER -END* OF TUBE
.TOP. OR -BOTTOM
TUBE
'TOP.OR'.BOTTOM.
TUBE,
TOP'OR BOTTOM
TUBE
60'
106.0'
13'
8
2%exl/8':
96'
85.0'
17 -
10 _
144'
•69.0"'
13
8 -
- ' 80". '
117.0"
17
10.
25i4"xt/4.
96-
116.0".
21
12
' 144"
91.0'
21•
.12
80"'
:109.O'
17
10'
2'x5'il/8'
96'
100.0''
21.'
'12
.
.144" -
81.0"
-17
10.
80"
124.0'
21.
12
2'x6"xi/8"
96'
114.0'
21
12
144"93.0'
21,
1:2
,fi wu wlw rurt nwnenmi,iutm IILLIAIAIn V LT: wmm.InG ]UM uI .OF Me
SHUTTERS HEIGHT'ABOVE §.BELOW DOES NOT D=M THE WOL PRODUCT SPAN
. SHOWN ON. TABLE' 1.
TABLE 2: MAX.
SPAN TUBE LENGTH SCHEDULE,(TUBE.AT MIDHEIGHT)
TUBE
SIZE
MAXIMUM
PRODUCT
SPAN.
ALLOWABLE TUBE.
SPAN'
REO'D.ANGLE
, LENGTH - EA.. END
NUMBER OF ANCHORS
'.' PER .END OF.TUBE'
60"
76:0"
13
12
. 2'x4"x1 /8'
96'
_ . 60.0'-
17.
15
144'
48:0' .
13
12
SO'
87.0' _
21
-1B
•2'x4.'xl/4''•
-96"
79.0'
21
48
144":.65.0'
21.
18
'
80'
'77.0'
17
15'
2'z5"xt/8';7
96''
70.0'
21
18
144"
57.G'.
17
15
80'•
88,0'
21-
18
2'xS'xl/B
96"
81.0'
21
18.
144"
'66.0"'
21-
18'
' SCALE. N.T.S.
lug PER SafF>aaE
Lt AS.D. DESIGN PRESSURE RAT NG*72.0'PSF
(r"
norm BIIIID n cm (mob. k' mm NTph VNodv,murricana Zoos)
o2DiD n1Eco ete
TITAN: II FOLDING: IMPACT: PROTECTIVE: SYSTEM
"R1M
F�
FOLDING SHUTER.COINI.
'"VAU,
,No...44'167.
."'IL EC.- 'INC. '.
1862 I UM-ElMn KW AR.' O.VD
' WMT.MIA1 RACNL FL 33/04
2ESMQ' @ ENOINECRM COMPANY
t¢b tLt tA. to 3a1, u4wL trmq n ss1u
20=190 -
STATE OF'
-t310 . Pr . p0s>sT -tmr -
YIe teoD-w a3(
F
�G-�ao0ma0�Lo0m
•: WALTER
....TeMYpnu1(w. cwn
DRAWING No
a•.r
taaaWaa tNrt. o.r
trait
1R
SKEET a OF.13
A. TRW Jr. P.E
FLORIDA Ua. / 44167
ao n•to •
-
-
-
"Pit uu.....110
mrmis/a EFE-_ x M Mir.
RS ANCHOe ,e• O.C.
/_E)aS NG CLASS
slleNc7uE
(SFE T 1�
STRWTURE
aeT• CrM.)
.
.. .
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!lY:!/1T RNAOR F9-
-
1/{'� 1 ; !/t•
f or t
1. or
t ..
,, or t
7aa a te•.oc WALL FACE
gyp.
.
END CON.PITION" v
18
Dov
0.cr _ . @
3. eon
yI/W
y 8._
4 SH WN
OR
,/{•.'!it•,EI�o
/ (lEVERBNRROR OR8
" OR Ex�.:
,e•oc.
EXTERIQR (W MM 0. (2)-!C• OA._o
(nee TNi• oc, r
- � 17%1 w to pe•
/
HORIZONTAL SECTION 20:
AN FDfi1I�
1,,IQQ�S�Jm. 99•'.
O.C. a MmAITiGR UP
B
soAN.e.(!) �S a ao•
. O.M µVIDW.A�OR UP
8
\ 'IOR¢ONfAL SFLf1OlI
ro ,'PANa• SPAN BE c7H,Ne .
SCM,-.
(ELVERS Daubm)
SCFE7v MAr.EE Nautm•
NRIM. OR EXI
'OR.FXIF1710fl)mum R.
' /le`POP WE15 '.
NIEIeeR'OR FXRRIWi)
GR 1/4b/t•
OR a to oc I * MAY VARY AT I= SLAT AT TPAPM40TAUATION$
4 OR 5
Q
rWkIle• CONF.
eo�7-,b'!um ANC
4 OR r
f t m LamT1016 FOR ON sIw— '
\
TXTON/CRM-�
A 0cm e')e- G.c-ro
m57NG STRUCWRE
SHOW _
.A�GN/ ,E-!max
. A,/C7iO1S a te•. as •ro
SHr
.3 �_
DaMC SIRUCRiE'
\. /.
_
'
BUILD=OUT.
EXMTMG SRGNCRIRE
END CONDITION
\ .
10� eo�-� A,LGr ANaE
Ea EG:
.
!/te• PCP: RNM
OA 1/t'•x OR
EOSONG SIRUCIURE
LOCK ANGLE
_!/{•.1FNS /
mm N,m . !i, wus w
1/4END a ,r.oc
END LOCK ANGLE
. -
NOTT�'.
. HfRNG:ONIAL SEC ION
,IORGDNIAL SEMN
.'
ONE LOCKING TUBE, PART #� SHALL' BE-INSERTID INTO .THE TOP -.AND BOTTOM' OF- EACH' EXTERIOR OR
200J. 'R 2' ALUM0■ 1/e• 6O&7-•7e.
' 1�1Nr ANGtE
A ro ONE"
INTERIOR CENTERPIECE®OR(5], INSERTED. INTO'THE BOTTOM:OF.EACH'ALUMINUM. LOCKING TUBE A'
(2) a ]o•:aa a
e1Rrt> O. aC
SOLID THERMOPLASTIC TIP, MUTT BE"INSTALLED:.'THE TOP 1:1QO".OF THE TIP SHALL. BE.SQUARE,sAix.r
'TUBE
U�
(!j 6s�a W.
.0.357"xO.357" AND.IT,SHALL BE,FULLY INSERTED INTO THE.ALUMINUM LOCKING ® AND -SECURED
oc o MnuPAN PDR UP
ro 144• SPAN'(WHIIYe'
•
IN7O R WITH A 0:120." o.d.� HOLLOW PIN.: THE BOTTOM 1.100" OF: THE TIP SHALL BE OZ63' DUIMETER: WITH
SCREW:MAY NEAS,AM
A 0.200" LONG .BEVEL. TOWARD THE END AND. A FLAT TIP. 'BETWEEN THE SQUARE TOP -AND ROUND :BOTTOM
',TOP
NTMOR OR °GERM)
4 OR 55 '.
OF THE TIP A SQUARE• 0.475"x0.475"X0.085" THICK COLLAR -MUST.BE'INSTALLED. AT THEOF THE
ALUMINUM. LOCKING' -TUBE. %- 'A 2--:PIECE,' THERMOPLASTIC LATCHING .MECHANISM. MUST BE: INSTALLED.- ONE
vE '
:SHOWN
(I)PIECE.- 1.375" LONG,•.WRHH. •A 0.366'xO.3667x0.630" LDNG END SHALL BE' INSERTED.AND DIMPLE'CRIMPED
.
INTO THE' TOP -OE THE. ALUMINUM LOCKING IUBE ®. THE TOP OF THE -PIECE MUST INCLUDE A 0.684"
(1EVERs WEE=
MEOW).
DEEP BY 0.188" WIDE CHANNEL TO. RECEIVE .THE THERMOPLASTIC COMPRESSION. LATCHING LEVER:'
ZOO
.OR
SOLID THERMOPLASTIC TIP INSTALLED 'AT ® SHALL:.BE. ENGAGED- INTO 3/870 HOLES. DRILLED ON -THE OUTER'.
(wuW
HORIZONTAL-FLANGE'OF'.Top/BOTTOM .TRACKS. '
N
4 1OR (5�
SHOWN
.
ALTERNATE LOCKING SLAT CORNER LOCKING - DETAIL
IIOIiQONiAL SEC11011 .
`\`yyyylllllllllllf/fAf�, '
A. •Tice' %,
. FlA16DA eu(LaatG. (Nyl,. aR (ieEE (nan vaeay. NME»oo1E. ztiR.)
IND : INSTALLATION' DETAILS • INTO.: CONCRETE.'..UP
y,Q • \GENS�C ' •• _ :
�'� � 0 � O
TITAN: II FOLDING :imma:PROTECTIVE: SYSTEM DRAWN ft
CONCRETE BLOCK & __ N0'' *1s7E.C'O',NG.
FOLDING•SHUFfE URP..
DA1E
.WOOD..'(AS .APPLICABLE'.
STATE OF
•(0-m
TESTING'! ENGINEERING COMPANT
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ton MARfN'll WHEN IONO JA.' lrD
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..
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YH A 7 1' ANGLES 7�OP R_3-
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TUBE
BOTTOM OR TO. WUl' (2 REOUFED)'
7/4• 40 TAPCON/ '
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ANGLE TO SLAB
1A
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CORNER TOST • 4
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(IMP: AT TOP.'ARD.wmm sum)
.
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. ALUMINUM ANGLE
. Mnn-DUP MOUNT
- .PER SECTION 4, MEET G.
A'. A
: w 3/16•,POP MYEi^
EACH LED OF Y.Y
ALUMMM AN (RE ANGLE LEG LAY ACE
MY FROM 011
MOM . p
i@a DTO MOST
1 5TRDORIM
.9 IRD_QLw MOMf .
PER SECTION 4. SIEET e'
E PfdvE1S
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OF YaY
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AT
-EXTERIOR ELEVATION.SILL'D OTNN SIDES . PLAN VIEW A=A
OF PRODUCT,
OPTIONAL SIDE' ANGLE
. (FOR SECTION 4. SHEET 6)'_
END PIECES YM' BE RAT TAPOMS/CRETE-
END OR END A11WOR5'O'16. O.C.
. 3/+E.,POP t �;CR F]0516NC' STR11IURE
3/4'• 12. O.D. .
3 1/Y WSL
9�
END P=E3 MAYBE MT.. _. .
9. .2. . END CR E END
G - TRAPPED -END
CORNERPOST CONDITION Wj. FLAT END•
NOFmX lTa smmm
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_
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=
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CONCRETE BLOCK. -& 'W00D- (AS .APPLICABLE'
o, 44167 '.
.7
-
. *._ IL E.cO ini.
FOLDING' SHUTTER CORP.
DATE
�7-_�STATEOF'
D7T�ESTeNO't ENDINEEMNOCOMPANY'.sNa-11T.x
a-mdl: 4Tt4afOmlmn.
'f�J.Nnp�ullaa,rm
20-190
�
PIE �'y�,!.. �,('�•••.. •`
�.;
`. �GA000671.BIr P.E
F1.DI�A U 441w
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ma.a ..
SNEET M Of 13
.,
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-
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N
" N
•OPT9X#L• RAIN HOOD
•NON-smLcn*K)
a
Moso, Tlom S.S. LONG NYLON BUSHINGS Cryp..MP)
ROLLER HDUSM AND .1' LONG QM BOTTOM). ECCEPT
AT ROLLER HOUSING (IYP,)
Z
2.4' CONT. GO HEADER .19
.110 3* S.S.-S.M.S, W/
0.373' LONG NYLON'COIN.RIVER.'
3/16" ALUM POP
0 1W A.C.
BUSHING W/ A 0.150'
LONGG. TOP sommmN
0.163"i0.270'
O.D. AND -0.24V Ld. AND
ULTRAFAB
Q,=" LONG BOTTOM.
WEATHER'
SECTION 0.320.
01.245'.Ld.
q
SrRJPP[NO EA
SIDE. CTYPJ
(TYP.3
MIN. SEPARATION
. TO -GLASS
(SEE SMW
or
ON SKEXT 13).
2W. CONT. wm
PLATE REO'D.'
%
WALL'FINISH'
'080' THICK-SZ. RCLLER:HOUSDIG
'OPTIONAL RAN HOOD
(NOM-STRUCTURAL)'
a >
a
is
S
g
6
z
2'.4' COAT. WOODMIN. SEPARATION'
.70 GLASS .
33
HEADER REWO.
(SEE SCHMULE—
\-our
ON SHEET' 13)
I—
VALLFACE;
MOUNTING
INSTALLATION
SECTION.
-2W (TOP.).
'\—WALE FINISH-
-WALL 'FACE, MOUNTING INSTALLATION. -
SECTION A W INSTALLATIONS
DETAlLSjNT0
'WOOD
now" mum. CODE (ffigh -a -mm Nth.
t SEE umimnONS FOR (9. ON. S 2
SHEEP.
. z_
TITAN: fl' FOLDING :IMPACT PROTECnVl
. .
KlOTa,
17-FOR WOOD FRAME. CONMUCTION: WOOD MFEMBERS .
-A,MIN.*.
NOTE FOR COMBINATION OF' SEC_TIONSs
. . . .
_ 0. 44167
A' lidEt 0
.
'SHUTTER CORP.
BE. HAVE SPECIFIC DENSITY OF: 0.46 OR ECIJAL
1- MOUNTING SECTIONS' BE
IN'. ANY WAY-70'.SUff ANY- INSTALLATION-
COMPANY
NO'& ENGINEERING CCU
'IU2-MAUDI UnM KING JIL'IVID
WEST PALM FL MUMI
0
.1
PH, 1=_Wt
Pm
'%2Lfff P.E.
nomm
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.44le7
.
ALUM.' POP
0,18, D.C.
w lem Zdne)
MIMI ffy.
I M.P
7/16/20.20
DATE
20-190
DRAWINO.K.
SHEET 10 Or 13
1/470 . 3/4'.TENS SCREW OR 1/4' x 3/4'.
.
BOLTS. W/ N11I5 R WASHQt' O 6O.C.
.
DUSTING WOOD BUY
•
REOUItED.'SfRIiCNRAL'AOEDUACY.
.
OF D(GTING WOOD BEAN TO*BE
CFBfIIED BY REGISTERED
-
�N'ALL FlNISK0:000•'TFIEK ss:
t' SEE LIMITATIONS FOR ®Oro SHEE1. 2'.
- ENGINEER OR'ARCHRECE PRIOR
m PIi000Cf. MSDILLATION.
2'iC
.ROLLER HOUSING..
. EDTNON: CA
.
.
.
CONT.
E0: EU.
OPTIONAL RAIN- HOOD
'(NON-STRUCTURNa . NOTE'
FOR- COMBMATION OF SE&noN5:.
HEADER.
fib'
/to,LT':Ss. S.M.S. W t/2'e ■3 4T -1-
IN'ANY
MOUNTING SECTIONS'CAN BE COMBINED
WAY 7D SUIT ANY INSTALLATION.
omavmm tl_
.
iiF^•'',
LON,G-NY ON SUSHINrS'(ryp.'TOP):
AND t•iONG.(7yp. 80ROM)•. EffCEPf
AT ROLLER HOUSING M.)
.
Tv W
.
PAIN HOOD
g.
-+•V•£
"
.(2).NYLON
�" - •j ..T-.FOR'WOOD.FRAME
CONSTRUCTION: '.0.46 .MEMBERS
TO.
.
�(-STRUCTURAL)
RD
. i
BE HAVE A MIN_ SPECIFIC DENSITY OF 0.48OR -EQUAL
/J
'
.
i. "IC_jC
l�,l� _
i i L_=�.�"
8
3/16'ALUM. 10s3'SS. $.Y.S, W/'037J'LONG NriAN.
POP RNE75,
1
AC7ERWOE LEG
LOCATION ' CONT.
BUSHING. W A 0.150' LONG TOP SECTION
O 16' O.C.' /
0.S00', O.D. AND 0245' Ld. AND 0.22Y LONG ..
'I
ALUY:.
.
(SEE NOTE !)' ' OA63•a0.270'a0.030'
BOTTOM SECTION M320'.OD. AND'0245' Ld.
..
POP RNETS.
' O 15' O.C..
. ULTRAFAB WEAMCR
•)
MN. SEPARATION,
-
STRIPPING E\ SIDE
. �. . cyyP.)
I .
1 , or ®'
TO GLASS' I,
(SEE SCHEDUE
.
ON SHM-13)
(
V
.y�
YP1. SEPARATION
O.
I
I
.
_
1 or ®t
.
NM. SEPARATION '
' �' TO'GIASS
70. GLASS
. (SEE SCN8)UE
(SEE SCHEDULE
w ON SHEET 13)
.v -
1 Or a
ON SHEET 13).
ALTERNATE 3/16• ALUM
or i
®
ALTERNATE' LEc
3IJ 'I
Or -
POP RNflS.O 5' 0.0.
ALTERNATE LEO, AT. REM
-
/—lDCA710.
_ / (SEE "NOTE •).
•+ OPTIONAL RAM GUARD
STR
',(NON- IICIURAI j '
LOCATION
--r ROTE •
1
1, L.LJ
i I
--
,1
I i
n
�
=-1 t- =�T�:
.i.
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ALTERNATE 3/16'. fLUY.
2%4' '
LL
POP R,VEIS O S''D.C. ,
AT REAR.
WOOD
PLATE
A.
1
' REO'D:.
...^T i! 3/16 ALUM. POP RNEIS.
O 10' D.C. BOTH: SIDES M
<=,K
>
.•
7i
3/18'' ALUM.- POP RNEIS
-
.
Ell
'i
O 10' O.C. BOTH SIDES'
.
8
O
__
.
.YREKOURED
0•
.
R.
"2 V- CONT.
WOOD PLATE
�.
1/4 r ,1 J/4''1E70i SCREW'
O•EiM
(ND FOOSIt ALLOIYED) .
1/4.0 ■ 3/4' TENS SCREW.
. RED D:.
'
)
-
•,�
-OR 1/4', ■, 3/4' BOLTS W/, NUTS
LT
IN S/B' WASHER :OR
& 5/6'."3/4':O D.C.
contLtoN CO
.
I
1/4' • 3/4' BOLTS W/ NUTS k'
5/8' WASHER 0.'4' D.C.
CONNE M a
-
.
Y.
2'. YM: ED. 2''IAR ED.
-
"_11ON
C3
WALL FMISH
WAIL: FlNSH
BUILD -OUT . FACE MOUNTING 'INSTALLATION
TRAPPED' MOUNTING INSTALLATION.
BUILD —OUT .'FACE :MOUNTING INSTALLATION
.
SECTION 4AW .(BOTTOM.)
SECTION 7W
SECTION' 4W
"CiT�'.'
TI
• • •
�� 8��.�� C�Dh.t'Non'F/ph�YNeotlr'Nlmtean..Zomj
•:ALTERNATE LEG. LOCATION AND ANCHORAGE .TO'WALL.SHOWN 'Dm7m
_
®tom TD.Tcco W_
TITAN: II FOLDING: IMPACT: PROTECTIVE:
SYSTEM.
GIIAWN Ito'
No.'44167 ..
_ �_
M.P
INSTALLATIONS .DETAILS' INTO WOOD.
SCALE: N.T.S.
.:
= *
% STATE OP
/
!�//►►
=' iL tc o 1Ne.
TES7IHa' ! ENGNEOIINO COMPANY
FOLDINGsHurrER CORP.
" ' INZ MAM aNNn KING A.' BLVD
oAtE
]ew 4 13m "mu IY.ROLNA 0. mu
4imAm-ta1o. rm vmx„
" 'WFZY.PMII BiAfJL IL.SS46/
FM IBOD-w-Ml
2-190.'
.
i�'D�::,.•CORD •••w`(
• • • `
``
~mOntA-OOafIC
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01GMINo No
PA111N1,1i,
WALIER A 1i11Y Jf.' P.E
.ALTERA Uc / 44167
ar n•e - a
_
1ilRT
if 01,13
I v
ILK. SEPAR013MM
TO CLASS
MSEPARATION
ig
(SEE,.SCHEDULE.
q
TO GLASS
(SEE SCHEDULE
ON -SHEET 13)
or
01
ON SHEET 13).-
or '&I
.
-OI`TIONAL RAIN CMD.
(NON' STRUCnTPA)
/4'. 0 x, 1' M.
TE 3116 AUJM—.
SCf%CU/" 207,1'
-a. 5 D.C.
SSm I NUT
WASHER 0 4" Or.
.AT REM.
POP
a
3116': AILLIM. RIVETS
9 10- D.C. BOTH San. q
EDGE OF
IF
F.
—EDGE OF SLAB
AL:
ALTERNATE
N .N
ANCHOR. LOT
CONNEMICIN C7
IF APPUCAIFLE
(SEE NOTE'-)
2'x6' W WOOD
DECK REQUIRED
'�s
CHO FINISHALLOWED)'
EDGE OF
SLAB IF
APPLZASI.E
EDGE OF'
SLAB IF
2r, MIN.' ED.
2"WN. ED.
APPUCAME
t SEE ummATioNs FORQ ON SHEET 2
ALT TRACK. MAPT-tR MOUNTINSTALLATION
MOUNTING
SECTION 79W'(BOTTOM)
IN. Em�'.1
IV MIN. E.D.
NOTE FOR COMBINATION OF SECTIONS
.2*i6* MIN.
DECK. REQL—:/
1 - MOUNTING' SECTIONS CAN BE COMBINED,
(No R NISH ALLOWED,).
IN ANY W AY -TO.SUIT 'ANY - INSTALLATION.
MM. SEPARATION
.
FLOOR. MOUNTING-
INSTALLATION
.
rxlr COW. TO.GLASS
PLATE REO'DWOOD 'M SMIMNILE
'SECTION: 7AW(601TOM)
NOTES.
.ON SHEET 13)
1 - FOR'.WOOO FRAME. CONSTRUCTI ON: WOOD MEMBERS�TO
BE HAVE A MIN. SPECIFIC DENSITYOF 0.46 -OR EQUAL
Wpa. FINISH
2- SEE -SECTIONS BW & 14W FOR MAX. A.S.D. DESIGN
Ilk FW_ PRESSURE RATING-& SPANS W
>< . I" X 4' .. i/a.
.0 "MMINILIM TIM
•
DMING 2X WOOD
TRUSSES OR RAFTER 2W 'm WOOD
AT24"-O.C.-WX STUDS 0
T.
1/8 W (60011III)FLAT
RATE W1 .1/4-0 xl- TEN
SCREWS.6 4* D.C. 7 .(2) 11/4'0 TAPCON'CR 1/4 CRM-41E)l
ANCHORS OR 014 NDS WOOD SMEWS ORA/rf
:APPLICAME) NES LAG SCREWS AT 160 OF-ElL STLID W/—
BETWEEN TRUS=.. GIN 2 11r Mln..n*MWM DP*ETNEmAnm INTO WOOD
STUD
(2)-NYLDN \-1/4'. MAX. PLYWOOD. FASTING SOFFrr.
1#1 '- S.& S.M_-, W/- 1/2'0 .3/4' LONG
RUSHING_%Y/ XOASO'
IDNG.TOP SECTION 0.500"
0.163xa.030. ZW.
O.D. AND.O.245" LccL AND
1
0.22r LONG
MIN.' SEPARATION
LILTRWAB
SECTION 0" 0.0. AND
TO CLASS
VEMER
0.245" LcL
(SEE SCHED=—
.11
'or
(ryp.)
L ON SHEEP 13).
SIDE (TYP.).
HEADER'
TO: TRUSS:
'MQUNTING
INSTALLATION
SECTION
8W: (TOP)
A-S.D. DESfGN 'PRESSURE RATING +60.Q, =60
NYLON BUSHINGS Cryp. TOP) - AND V LONG
(Typ. BOROLQ,
EKCEFr AT ROLLER HOUSING
mPa
INSTALLATIONSDETAILS
INTO WOOD'.
SCALE c NJ.&
A
�Ile
�4167
OF,
r1
or.
1/470 x.3/4
SCREW OR 11/4-=20 . 3/41
S.S. BOLTS wl NUM &
114•. 0 ■ 314•. WASHER 0 Ir O.C.
SCREW a V
NT TO WOnn :Sfting:
MOUNTINO INSTALLATION
-SECTION 14W
(BOTTOM)
AMAX.'A.S.D: DESIGN PRESSURE: RATING=i. i-60.0;
FUMU NUUM. CODE (11114h. k- Nm 'Wgk VaodlyAunimns Zom)
62M Tum INC.
MAN- It FOLDING :IMPACT -PROTEc-nvE:SYSTEM
mwN IT'
.
FOIDING-sidnER COW.
7/10/20" -
Ott
Im MANTIN UnHER IG110 AL ILVO
-WEST PALM ErACK FL.33484
DATE
940�& UINEERINO COMPANY
7—
20s-190--
Rh 1300-543-M1
DRAWTHO No
RLTER A. TMff :&. P's-
m
DA Ul- 144167 FLORI
91W'12 Or 13
0
MAXIMUM WIND PRESSURE (� a•f•), . CONNECTION CAPACTY SCHEDULE
AND CORRESPONDING -MAXIMUM- (MAX. ALLOWABLE REACTION - TOP'& BOTTOM LB/FT)
SLATS SPANSSCHEDULE, . FOR MiN:; EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE
eau
PB65IIAE'
cy_)_
MM%ONM MATS BPAIB A
wx MMA9F
IMACTI N .
AT TOP'
.R wm
.PU9RIE'
Pq`�Jf✓£
(.+)
Nmin "
PB 3suRE
(L )
30 psf
144.0'
. 144'.
180 Ib ft
35 psf
60.0"
' 60":
ft -
88: IS
10D.0'
100"
146 Ib
144'
' 144'
.210 Ib ft
40 psf
60.0'
60"
120 Ib ft.
100.0"
1,O.�
167 Ib ft'
1'44''
- 144•
240. Ib ft'
46 Of
60:0'
MOT ''
115 Ib ft-
80.0' -
00.0'
154Ib/ft
7 797.C•,
97.0•.
-187 Ib ft'
.115.0"
1.15.0" •
' 221 Ib .fb
- 144' -
144'
276. Ib ft
50, psf
6D.0' .
60.0'
125 Ib ft .
89.0"
' . 89.0' .
'.187 Ib tt '
• 100.0"
100.0' '
' 208 Ib ft
120.0' -
120.0"
.250 Ib ft
'144'
•MT
3001b .ft.
'
55'.psf .
60.0',
60.0•
. ' 138 Ib ft .
81.0"'
.81.0•
" AB71b ft'.'
100.0'
100.0"
229 lb/ft. .
120.0'
120.0" ,
.275 lb/ft.
137-
.-134".-
330.Ib ft
60,rsfi,
60.0'
60.0• -
. 150 Ib ft
80.0'
80.0'
100.0"
100.0'
i250.1 ,ft�a
115.0"'
115.0-
131 •
128•.
: 346 Ib .ft
.65 ' psf
59.0•.
59.0• ..160lb/ft.
92.0"
92.0",,
249 Iti ft
:100.0'
100.0'
271 Ib .ft
' 126'.
..123' .
360' Ib ft
70 psi
60.0• •
60.0"
175 Ib ft '
'100.0'
'100.0'
:292 lb/ft.
121'
118"
374 Iti ft '
-
75 psf
.59.0'.
'59.0'-
187.Ib ft .
.100.0'
100.0•
313 Ib ft'
1.17
114"
387 1b ft "
80, psf'
- " 113' '
111' .
-40D' lb ft '
90 psf
107"
104"
424 Ib ft
100 psf
.101•
' 99'
'447.Ib ft'.
110 psf.
94'
90"
•.468,lb ft
120-psf-
-87'-
'82'.
'.484 Ib ft
130 psf
80"
76 �
483 Ib/ ft'-
140 psf
1. 74'
1 70"
484 Ib ft -
'150-psf
1 '69•
1 '66•.
,4831b ft.
160 psf
- ' 65'
62"
.2 Oft -
eL1sLi
. L+:'MAXMtUM.AULOWABLE PRODUCT SPAN FOR X
' GM 'POSITIVE A." DESIGN. PRESSURE RATING.
L-: MAX. ALLOWABLE PRODUCT SPAN FOR A
'GM34 NEGATIVE A.S.D. DESIGN PRESSURE'
RATMG.
FINAL MAMMUM' ALLOWABLE PRODUCT SPAN IS. .
%EQUAL TO THE.'LUMIALlM DETERMINED PRODUCT.
. SPAN BETWEEN 'L+' AND •L-".. -
.CON.
TYPE
.ANCHOR
SPACING
CONCRETE
'ANCHOR TYPE-
CONCRETE. BLOCK.
ANCHOR TYPE
STEEL
ANCHOR :'
TYPE'
WOOD'
ANCHOR -
TYPE-
3`EA'ic
C-
A
C
E
A C F
9
-
388:LB/U
157:LB/FT
:134 LB/FL
256 LB/FT:397
LB/Fi
Cl
6
473•LB/FT'
-
418 LB/FT
,'236 LB/FT
:202 LB/FT.383
LB/FT
432'LB/FT
12.
387 LB FT
-
334 LB FT
1.66- LB.FT
142 LB FT
271•LB FT
347 LB FT
C2:
9
:456 LB•Fr:
-
362 Wff
250.LB FT
190 LB FT
3.18 ER -Fr
380 LB FT
6
525'_LB/FT.
-
'419,LB/FT
312 am
285 LB
353 LB FT
"443 LB .FT
9
.390 LB/FT.
- -
309.LB/FT'
157.LB/FT
,134 LB/FT.
257'•LB/FT
329 LB/FT
C3
6
496. LB/FT
-
375-,LB/FT
.236 -LB/Fr-
202 LB/FT
298 LB/FT
-405 -LB/FT
3
813 LB/FT
-
572 LB/FT
-326 LB/FT'
304 LB/FT
418 LB FT
631'LB/FT
9
-466 LB/FT
'' -
370.L.B/FT
157 LB/FT
:134 LB/FT:
256'LB/FT
393 LB/FT
C4 ,.
.'6
'592:LB/Ff
-
448 LB/FT
235 LB/FT
202.LB/FT
357 LB/FT
483'LB/FT
9
128tgtLB/FT;
-
682 LB/FT.
389 LB/FT
364 .LB/FT
500 LB/FT,753
LB/FT
-
44 LB/FT
81 LB/FT,
.83 LB/FT.
143:LB/FT
103:LB/FT
•334'LB/FT'
122 LB/FT
125.LB/FT
214 LB/FT
155-LB/Fr
^
670.LB/FT
243 LB/FT
250 LB/F'T.
432.LB/FT
311 LB/FT
IL It. ! £9"'
r273LB/FT.
25 LB/FT
215 LB/FT
-
-
138 LB/FT
102 LB/FT
C6
-
487'LB/FT
323 LB/FT
-
207 LB/FT
153-LB/FT
3
-822 LB/FT'
'975 L8/FT'
M AB/FT
_
-
414 -LB/FT
307' LB/FT
4
'269:LB/FT'
301-LB/Fr
183 LB/FT
-
- ..
114.L.B/FT
153-LB/Fr
C7
3
358 LB/FT
402 LB/FT
.244 LB/FF.
-
-
152.LB/FT
304 LB/FT
2
-
-
-
-
-
-
305: LB Fi
12
491'LB/FT
596 LB/FrT
.409-LB/FT''
-
-
265 LB/FT
16B.LB/FT
CB
F397.LB/FT
8 -
736 LB/FT,
894 LB/FT
614,LB/.FT
-
-
252.LB/FT
6
982.LB/FT
1194 LE/FT
,BI9.LB/FT
1.
1530
LB/FT
336 LB/FT
SLAT
HIGH VELOCITY
NON - HIGH' VELOCITY
HURRICANE ZONE' .
SPAN
HURRICANE ZONE
ZONE' 1',2,3
ZONE 4
W-10".
'
2 1/2".
1"
2'5/6'
AS LESS
2 5/8''+
1"
2 3/4♦
TO B•-3'
>8'-3"
3 1/27'
1'
3'5/8"
A AS -DEFINED BY ASTM E-1996, STANDARD.'
♦ .EXCEPT THAT 3 5/8' SHALL' BE USED
FOR MOUNTINGS AS PER SECTIONS 3.
4, 4A' do 7A.
P.E.
CONNECTION' CAPACITY SCHEDULE
(MAX. ALLOWABLE REACTION TOP'& BOTTOM 'LB/FT)
FOR 'CONCRETE "&-CONCRETE''BLOCK
FOR SHORTER E:D.'(2'- FOR A,'.2 -1/2", FOR B do 2 1/4'. FOR C ANCHORS)
TUAM. UIM r.n. cunwM'nM Aaruno' crurnnlr.
CONNECTION
TYPE.
ANCHOR
SPACING
CONCRETE
ANCHOR TYPE
CONCRETE 'BLOCK
ANCHOR TYPE '
A
B
C :
A.
C
Cl.
9.-
417 .L.B FT.'
-
388'LB Fi
-
134 LB' FT
6
461,LB/FT
-
418 LB/FT
-
202-LB FT
:12.
375 LB/FT
-
334.LB/FT
-
142.LB/FT,
C2
-9
417- LB/FT.
-
362 LB/FT
: -
'190.-LB/F.T
6.
502-LB/FT
-
419 LB/FT
-
285 LB/FT
9 '
372 LB/FF
-
309-LB/FT
. -
134 LB/FT'
C3
6
469 LB/FT,
-
375-LB/FT
-
202•LB/FT
3
760'LB/FT
-
572•LB/FT'
-
304 LB/FT
9'
445 LB/FT
-
370•LB/FT
.134-LB/FT.
C4'
6
'561-.LB/FT
-
448 LB/FT''.
-
202-LB/FT
3
912 LB/FT
-
682.LB/FT
-
364 LB/FT
9
'226 LB/FT:
-
224 LB/FT
-
'83•.LB
C5
6
339-LB/FT
., - -
034 LB/FT'
-
125 LB/Fr-
3
681 LB/FT
-
.670-LB/FT..
-
250 LB/FT
9
221 LB/FT
251 LB/FT
215 LB/Fr
-
C6
6 .
.332•LB/FT.
378 LB/Fr ''323.LB/Fr
-
-
3-
663 LB/FT
'756'IBIFT
646 LB/FT
-
-
C7..
4
232 LB/FT'
236 LB/FT,'183
LB/FT'
-
-
..
3
310 LB/FT:
315' LB/FT
244 LB/FT
-
-
12
'388•LB/FT
460 LB/FT
409 LB/FT
_ -
-
C8
8
582 .LB/FF
.691 LB/FT.
-614. LB/FT'
-
-
6
.777 LEI FT.
921: LB/FT
.819 LB/FT.
- -
-
ANCHORS SCHFDULE OSEE'GENERAL:.NOTE Cl ON SHEET 1.
ANCHORS •
TYPE
ANCHORS
DESCRIPTION'
MIN. E.D.
CONIC.' C.BLOCK.WOOD STEEL
MIN.'. SPACING
CONC: C:BLOCK WOOD STEEL
QJRa+IrA
' 1/4'0 .TAPCON W/• ADVANCED-.
THREADFORM TECHNOLOGY
3.50'
' 2:50
0 .
, N/A'
4.00.'
4.00'
N/A'
-N/A.
• 8
1%4' 0 x 3/4''SOUD SET
3.50.'
'MC)".,
N/A
NIA
3.00'
', 3.00'
. N/A
N/A
C:
1/4"-O.CRETE-FLEX
3.00'
.3:00•.'
R-
.N/A
3:00"
100"
N/A'
N/A,
: E
1%4' 0 .TiW=BUILDEX
TEK SCREWS
N/A :
N/A:
N/A.
1:00'
,N/A,
:N/A
N/A
2.00'
F
#1'4�NOS WOODSOR
-'1 4 -.NDS LAG SCREWS
N/A'
N/A.
0
.N/A
'N/A
N/A ''2.00"
N/A.
,ppUunO)q� FLARIDA BUILDING CODE (Nigh & Nen'Ngh VdadV Hurrlomw Zing)
`� �.•• /rd
�i�
TITAN II FOLDING: IMPACT: PROTECTIVE: SYSTEM
DWI BI'�
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FOLDING- SHUM.CORP. .
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