HomeMy WebLinkAboutProduct Approval 1
i
w>°.ts.s;;,u::"•3' i. 9Ci5 Home ;Log In U3er:Regtstratton c tict7opiC5 i Submit SurChargo $W[s&c Facts PubNcat[ons. FOC Staff 1 eO.S.Sice,Map Lraks ' &earth>.
L
Bushes y
*PrOOUCtApproval
Professi lUSM,Putili<Uwr
'r�cE,x1 Approval MPM!a Pm6WIt of AMUCP!1 arCFi>Anal)001 Ltst>AppNc von Qeiati
n - FL# �23-R5
Application Type Rev!slon
Code Version 14 ;
Application Status . P,ppcoved
i
Comments
Archived t
I
Product Manufacturer American'Shutter Systems Association,Inc.
Address/Phone/Emall 4268 Westroads Drive
West Palm:Beach,FL 3340..7
(561)209-8263
bfeeley@�asterhmetal.com
I
Authorized Signature Bill Feeley
lrodriguez@easternmetal;com
I
Technical Representative f
i
Address/Phone/Email
I
Quality Assurance Representative
Address/Phone/Emaii
Category (--Shut
Subcategory Bahama
Compliance Method EvaluationReport from a Florida Registered;Architect or a Licensed
Florida P�ofessionai.Engineer
I Evaluation Report-'ItaedcopyReceived
i
Elorida.Engineer or Architect Name who developed. Waiter k Tillit Jr.
the Evaluation Report
Florida License PE-44167
Quality?Assurance Entity National}Accfeditation and Management Institute
Quality Assurance:Contract Expiration Date 12)31/28]7
Validated By Donn rfeory Kampmann Jr.
E- Validation Checklist-Hardcopy Received
Certificate of Independence FL8523$RS CGI A 5 S A 'INC' C I DP6fe; IS-038'psSt
i
Referenced Standard and Year(of Standard) Staeda`rd Year
ASTM El 330 2002
ASTM E-I886'=05 2005
ASTM Ey996.05 2005
v
t
Equivalence of Product Standards: I
Certified By i
i
Sections from the Code
i
F
1
I
i
E�
I
I
t
I
!
I
Product Approval Method Method f Qpthon D
!
Date Submitted 04/28/20115
Date Validated 04/30/2015
Date'Pending FBC Approval 05/09/2015
Date Approved 0612312015
i
Surnmary of Products
FL!t Model,Number or Name Pescription
8523.1 Bertha HV Bahama Shutter(Non- ;Extruded aluminum blades assembled together and retained
HVHZ)Drawing Number 15-088 Iby'jambs/Ne,ders to provide Hurricane Protection,
Limits of Use `Instailation'Instructiolts:
orei /iz:No FLZ523 R5 11-X5,5.1t_INC..DRVV^v 5- _f3�It
Approved for Use outside 14VHZ:Yes Verified By:American.Test Lab of South Florida Inc.
Impact Resistaft Yes Created by Independent Third Party:Yes
Design'Pressure:N/A Evaluation:Reports
'Other:Large,missile.level"D",Wind'Zone i,2:and 3,Max. Ft 852 R5 AE A 5 A INC P l=fl clti{s 45 tL� f
width is 42"and Max.height Is 96"for+45,-55.p.sif.ASD Created by Independent Third Party:Yes
design.load,Max,width is 120"''and Max,height is 70"for
+45,-50 p.s.f.
Back [Sex
i
Contact t!s::t940,North ptontoe Street,M411at4iys 'Ft 32399 Phone:$50-467-1924
i
The State o£Ftodda is an AA/EEO employer.Col�yrtallt 2007-20}3.Stake of Flaiida,;:Pdvac�Stateinartt t;.Accessdriitty Statement:;,(,{efund Swtement
under Florida law,email addressesare;pubha records.If you do not want your.e-mal address-released in response on a pubfic records request,do not send electronic
mad to this entity..tpsteadr contact the otftce by phone or by traditionat maiL tf yuuu have any questions,pease eontaci;850.467..1395..*Pursuant toSection 455.275
(1),Mrida Statutes,eHecttve'0ctober 1,.20,?2,7kaensees licensed'under Chapter 45S,F.S.must provide 2be oepartmentwith art evnaii address i£they have one.The
emails provided stay,be usedfor official communication with,the licensee.ttooleveremall4daresses are public 'mrd,If y64 do not wish to supply a personal address,
p'ease provide the bepartment whh an ernaii address kick+can.be made avaitabhe ro the publk.To:determine it you area licensee under Chapter 455,F.S.,oleafia
'click Here.
Product,Approval Aooeptst
f
Si'CtttiLifsih 3'dTSCa
1
t
i
I
i
1
1
i
I
I
i
I
!
I
i
t
i
f
s
GENERAL1�}TES'
1, BERTHA LI,V. BANANA SHUTTER.SHOWN.ON THIS PRODUCT EVALUATION,DOCUMENT (P.E p.) HAS.BEEN 6.3) MINIMUM:EMBEDMENT OF'PANELMAE INSERTS INTO:CONCRETE OR CONCRETE BLOCK
VERIFIED FOR COMPLIANCE'iN ACCORDANCE WITH THE 2014. (5th EDITION) OF THE FLORIDA BUILDING CGDE, SHALL,BE 1 5/8- FOR CONCRETE'AND 1 1/4" FOR BLOCK, RESPECTIVELY. 1/4*0-20
THIS BAMAMA SHUTTER SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE TONES.(MAMI DADE/ S:S.TRUSS HEAD MACHINE SCREW USED SKAI.J. BE 1 1/4"LONG SHOULD STUCCO
BROWAR6 COUNTY) EXIST. AND 1' MINIMUM FOR WALLS WITH NO STiJCCO.
DESIGN WIND LOADS SHAD.BE DETERMINED AS PER SECTION 1"OF THE ABCVE ME"ONED._CODE,
FOR.A,,BASId WIND SPEED AS REQUIRED'SY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED B,4) IN CASE THAT PRECAST STONE OTR PRECAST CONCRETE PANELS:BE.FOUND.ON THE
FOR A DIRECTIONALITY FACTOR,Kd-Q:89. USING, ASCE 7-10 AND SHALL NOT EXCEED THE EXISTING.WALL, ANCHORS SHALL BE LANG ENOUGH TO REACH THE.AAIl4IN STRUCTURE
AAA1tl{iUAi (A.S.O.) DESIGN PRESSURE'RATINGS JNMWEO ON'NOTE 2. 884IND SUCH PANELS. ANCHORACE SHAD. BE AS INDICATED ON NOTES B.I. 8:2 AND
IN dRpCER TO VERIFY THE ABOVE'CONDMON, ULTIMATE DESIGN:WIND'LOADS.DETERMINED PER ASCE 7-10 9.3)..
SHALL BE FiiRST REDUCED TO A.S.D. RESIGN WIND LOADS BY MULTIPLYING:THEM SY 0.6 IN ORDER TO
7Q COMPARE'THESE W/ MALT. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON NOTE 2:. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL.OF THE RECOMMENDATIONS AND
IN ORDER,TO VERIFY THAT ANCHORS ON THIS P.E.U., AS TESTM WETRE,NOT OVERSTRE55Ep, A.33K.INCREASE SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER.
IN ALLOWABLE STRESS FOR WIND.LMS WAS NOT USED IN THEIR ANALYSIS_HOWEVER, FOR,CONNECTIONS 6. EACH SHUTTER $HALL HAVE A LEGIBLE,AND READILY VISIBLE MARKING INSTRUCTING OWNER OR
INTO WOOD, A 1.60 WIND LOAD DURATION'FACTOR WAS:USED TO CALCULATE'SCREWS SPACINGS.. TENANT TO:SECURE.SHUTTER WITH'SILL.BRACKET'S DURING PETROi3S.OF HUtiRICAME WARNING%
BERTHA H.Y. BAT WITH
SHUTf,EN 1 ADEQUACY FOR IMPACT AND CYCLIC RESODE AS
AS BEEN RTS. IEiED STRUCTURE 2 E'CONTRACTOR TO,VERIFY THE SOUNDNESS OF THE
IN,ACCORDANCE WITH. SECTION 7809.1.2 OF TTIL ABOVE MENTIONED CODE'AS PER-ATL REPORTS. g, IT SHALL BE THE RESPONSIBILITY OF 7Ti
097001. 06 AND.6621.Of 07 AS PER ASTM E I886-�05, ASTM E>1996-05'AND ASTM E-330 WHET E SHUTTER IS BE'ATTACHED TO INSURE PROPER ANCHDRAOE, CO"WCYOR'
STANDARDS; QUAl7F1ED FOR WIND TONE 3,;MiaSILE.TYPE D: BASIC PROTECTION ONLY: TO SEAL/CAULK ALL SHUTTER COMPONFIIT":EDGES WHiCH REMAIN IN CONTINUOUS'CONTACT WITH
2. SEE MAXIMUM:A.S.D. DESIGN PRESSUkE RATINGS & MAXIMUM SHUTTER DIMENSIONS ON SCHEDULE TOE'BUILDING'TO PREVENT WIND/RAIN INTRUSION,
ON:SCHEDULE ON SHEET.7: 10. BERTHA H-V: BAHAIk SHUTTER'S INSTALLATION SHALL tbMPLY WITH SPECS INDICATED,IN THIS.
3, ALL ALUMINUM EXTRUSIONS SHALL BE.ALUMINUM ASSOCIATION 6063-16 ALLOY AND TEMPER, W11Ti Fy DRAWING PLUS ANY'SUiLDiNG AND ZONING REGULATIONS PROVII3ED.BY THE JURFSIXCTiON WHERE
.� 25.0 km MTNIMUM':(UNLW OTHERWISE NOTT:O). PE:"RMIi' IS APPLIED TO,
4 ALL SCREWS T0:BE STAINLESS STET i .304 OR 378 DISI SERIES.WITH SO kfii YIELD PUINT ANU 11 SHUTTER'S MANUEAGTURF,It LABEL,$TWLL BE
OR 0 A READILY VISIBLE 44LATIOFI.AT
_._ ...._._ .__ _....90'ksh tT'NSiIE-STRENGTH-AND SHAT L.COMPLY-Wj-FLORTJ)A..BUTET3ING_Ct30£'.:SECTION-2dt-1.3:3x4._..___..__._.___
1.XPDSED'SURFACE ffF TFiE BAiiaMA-FRAME g;: iN ACCORtLWCE.WITH-SECTION•____-_--.___._ _._ _..
9. BOLTS TO BE AiSI 304 SERIES STAINLESS STEEL WITH 35 ksl.MINIMUM,YIELD'STRENGTH. 17i5.O.3 OF FLORIDA'BUILDING. C0D£.:ONF. . EL SHALL.BE PLACED.FOR EVERY OPENING.
6: ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. LABELING TO COIMPLY WITH SMON! 1710.8.2 OF THE.FLORIDA BUILDING CODE
7, ANCIIOTRS :TO WALL SHALL, BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) 12: (a) THIS PRODUCT:EVALUATION:DOCUMENT(P:p.p:) PREPARED BY"THIS ENGINEER 15 GENV44C
AND DOES, NOT:PROVIDE INFQRMATION'FOR A'SITE SPECIRC PROJECT,:1. e, WHERE.THE
(A) TO EXISTING WOOD UNITS; SOUTHERN PINE NO.?, G-0:55.. SITE CONDITIONS DEVIATE FROM THE PX,D.
1/4"44 TAPCON ANCHORS AS MANUFACTURED BY I.T.W, BUILDEX. INC.
i/4"0 x 1. '7/16" PANELMATE:INSERTS AS MANUF'AGTURb EiY'EL.CO CONSTRUCTION PRODUCTS. (6) CONTRACTOR TO BE.RESPONSIBLE FOR THE SELECTIONi:PURCHASE AND TNSTAUATION
INCLUDING LIFE SAFETY' OF ,THIS PRODUCT, BASED ON THIS''PRODUCT EVALUATION
NOTES. DOCUMENT, PROVIDED HEVSHE DOES NOT DEVIATE FROM 111C_CONDITIONS DETAILED ON
A;.i)'MINIMIUM THRFADEO'PENETRATTON'OF TAPCON ANCHORS'UQ.O WOOD.S14ALL BE 1 1/2 THIS DOCUMENT. .CONSTRUQTTOWSWE Y AT SITE IS THE CONTRACTOWS RESPON5tBILRY.
A.2) MINIMUM THREADED RENT RATION OF'PANELMATE INSERT INTO.WOOD SHALL€3E 1 5/8". (n)'THS.PRODUCT PVALUA1'10N'DOCUMENT WILL HE CONSIDERED IMIAIID IF ALTERFO.BY ANY
A.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON 'THE' EXISTING MEANS.
WALL..ANCHORS SHALL BE LONG ENOUGH .TO REACH THE MAIN STRUCTURE BEHIND SUCH
PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 AND A.2). (d) SITE SPECIFIC PROJECTS SiAll. BE PREPARED BY A FLORIDA FTEG1a1ERED ENGINEER, OR
ARCHITECT WHICH WILL DECOME,':THE ENGINEER'OF RECORD (EAR) POR'.-THE PROJ6.7 AND
(13) :TO EXISTING POURED MiN: T'c-3192 Ps;. CONCRETE OR CONCRETE ASTM C-910 BLOCK UNTTS- WHO WILL BE:RESPONSIOLE FOR`THE PROD ETR USE,OF THE P.ED,,ENGiNEER OF RECORD,
- i/4 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUIUIE-,INC. LITE}THE SIDT£ SPECIFICSIFGRAAWNGS FOTO REREVIEW.GNGINF.ER, SHALL SUBMIT TT}'1NIS
- 1/4'0x3/4"ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREi% BOLT do
SPECIALTY COMPANY: %xomr,ll ,rt .T?E.D: SHAfI T3EAR'THE`DATE AND ORIGINAL SEAL AND SIGNATURE OF THE
- 1/4"00 7/,16" PANELMATE INSERT S AS MANUfACTUREO BY ELCO FAST94ING SYSTEMS. I1C. `*.a� SER tr(. IONAT.,ENGINEER QF RECORD THAT:F REPARED TT:
* s 1H15 tHtAWWt;,.gIW,L 0!iLY R'E'USED-TO
B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS.JNTO POURED CONCRETE SHALL BE 1 3/4 OR � � OSTA1N'PER03 IN THE STAtT.OF'110RiDA.
CONCRETE HOLLOW BLOCK SHALL BE.1 1/4.. - c
=-t
�
a ° FLORIDA T3Ull0lNG 1.;TOQr (Nan Hqh-Yeiocuy NuriSrpno Zona}
B.2) MiNIMUM EMBEDMENT OF 1/4"00/4"ALL POINTS SOLID--SET ANCHORS INTO
CONCRETE SUALL BE 7 8" OR INTO CONCRE * HOLLOW BLOCK SHALL BE ENTIRELY � f �oars nr&m wc.
/ `BANANA SHUTTER mug++i av
EMBEDDED,172" LONG MINIMUM y,'G
NO EMBEDMENT INTO STUCCO SHALL BE PERM1TTEp. `J/4"44^-20 �S MACHINE SGRkV4 USED SNALL .`, NTj\fir` �',' w1Nc^ Aye ST{UTCCR SYSTEIdS A53C.,INC. n+aiir'
SROULD",riTtTCCO-EX15T;79V0`7""MIN1Mt1M"TrOR-WAL-L'3-LMsi rra4iauNu� mur SoHo a rnvu+ecmxa: era musuru;a�:�nr�c.
ap ue rx u. m wc"r times-a,M WLTr.PNM OMK ftO= 34407
�71a".co0�'oro,cmm"-tu. Pet:teml+aa-?ta+ epx:<satycs-ares 16-OBS
" 1'0•tp0a71'1 roM w. aw po:W e,wna, .nx mmuo 10
11N tFR h Tftti}'4r P.C. 10 tnixJ tN 't '31K&i 1 4G,p
�_- fiDWtGt tie. i+fBP
.213'
?000• .�
61.8" 0480"
.434} fos•
4.030) -a2 3�
�:�. ... .179" .119", yn � _ .�R.a15' .1� '�� -.3 .p - -.7li' .'�. •� ' �rq'. 11PP1', � .
187" _...,..._2.557
1.825"..»._.-� •--1.740" `far . ti,ClS6', ' W
-..y} /
'cl*
a...ZOO
Ai $iG#L SIBIUTY '.14C Oil UM t c.HIN
8063-TB AJum.ALLOY 4063=T6 Afum.'ALLOY 1OP w / HINGE ,�
D b :RAIL a:v4o
rrc� ,
-1.254'-- VIVW Y
DEL".
•FLi. � : �— x �.__......_._...._.,_ ..........s� .,....__
to
N7 t34.
iA Min;' _. ". S4„TfIl1NB5CttEfNOR.
- x e HOLE 3j84 t6z1, LONQ
Q
9/16,0,ate 1E. � l;MU1� w.
s LOCRING RN AT. EMN
btSSLE
V)4.
.
HOLE.
{2) 1/4"4 (3) 1/4"u
HOLES HOLES y1o._x _THUMBSCREW OR
i- -
1^70�20xl'LONG_
318^E.-16x1'LONG
r im.. ACETAL"tHUUOSGRCW.
.oto .:...
1CtCiCING ROD At 114TERI08 DXWON
prA t
4) T To
(---
,� -.9411^ 54"._._.._« w;N . .... yr'S �j��j.TUBEFLORIDA BUILDING CODE;{/o,.Nigh Vetvcity Humcone Znaa}
INSIDE AR11 !OUTSIDE ARM ��GFN "'P ®xurs taatib ivc 51}EtTit y4
CAMEL BACK.HINGE -�? Na 44167 : +/ eEa�trlA�v ���
10 EC O tNt. AWMAX SWUM.SYSMUS Assoc:,INC.
'�Ti IPAM MACK Jc�'MA W.Q-'esso t5"088
p-.no9r t�4o7(/�y4<Nh ONANiIiA Na`
f''�.StU�ALE��.�. "'ia: r1l.ssai «o„wN sn tr z or i.
I�)OR i) c tcorff.>
r.n ) C/5,6(B (CONr.I jg,g 4 (con 1.) Gj5.6 Stsarrr:}
V),sT MS" FAP,. u _ 0'/5.6
Q jar6
FROM ima Y}"_ .«,.._- .._..._.....,,....,...•. ...� —
TO?or RQL - ._... N.
TO lL��fL4ft G. ,�„_ ~-{•),..
.JAMB(, 1.,_. ... .1. .,,�..... » _.__..... .,.f .�S G$
t TO TOP RKNI)
?. T J&"Min.. 2 18/13`FA n; E. �:--.- s- .!
......! 8lADt E _ .» 2 l Mfn,
PEflE7WAttt9N 1 —^- ^- -
r FEMETf7ATfON PET{Ef)ZATfOlS "r" !' PENETRATM
e E ,.. F
�! -'----^-^---•• l 3 F 14&S 5 A(j S --•- } tf. 3'$;tt S.
NUItEf/�CA4ilTO - �: «.,....r•.__.....� •.c. ._.._.,... } DftAdE � ln'� .
F7fQbt.SBAfi 5• ..,..._.a.:,. .. x ---._. .: ". 'E> 5,AAIBµSTQ F»�OGi8NA6E JRM
..: .. f T
9.MIp lRfd
LTIyTE(A"fdi�Q I„ 91ADE U+ L .L � p
OfMM
TO MACE 1*9 �„, ___._. ...._..•.,..._...•._....,_»..,.»._......__._...�.. TO JAMS
_ f
v,- B 4t._
..__.•,. ...........,_....».....�.,.._.-.. .... .....;{ (9)1162,f.H. ",."__"'"-.. j —A/4
8/4 FWM Wag) 4mu
0/4
(( X7 1t4x2'fM. 'Y!' SEE SCAbULE SNFET 7 "W” Sd SCHEffUt E ut{EET E) -"tv' SEE >Cf{EAUIk SWEET
..{.S,SAS
G 5 ... ( )_ ( ( 7)
s.M.S: _ ....... , _.. __. 8 _........
'cFf S?Ma.(f� M. ... . � _ _._... MGM D 1 __....-.. fzo fl _....__ • _._...._..-_..,.� D/5�6
IT.VL�3) M)
C. `W (;EL SCHEfHJ:.fCE::SHEET 7
c s.B o/ss e'/a
.flL�3dtd„tui.6Llf3Nm
(R)15,9X.'f.N.
,s.Mcs... Aj : I .z iisxx.vlE;
......._...............,._....... .... ,.......-_......
M / 10 WROM ';Lo
(X} f 'f"W �,. w i}(i4xX•r.w. ,:.."W"(SEE SCWEOUL.E SHEEP fi 'W" 5F',E SCf{trO(JE.S11EfT % fv? aLE 4'CHEp4lLE, SHEETSAS. d
7)
QtlOJTfO6Ha .. _ -.., ..,._..--- — ...._._..—._ 'flrOfA.A•1YD _... .__..._ _ _,. -124'Max
aAn. m Lin;is C/5 6Ex 8=�K ZASMUE D7 nJa:B'
G � .....__.__...._._.W(SEE SCHe IZ., SHEET _ .r+,nuufnr:,,,, MULTIPLE UNITS GASES
C/5.6Dj5r6 .��� �� t ✓' FLORIDA BUILDING Ct3U� (�an.t�gh Yafoc:ty fturricoro.Tona}.
p' 5 64tGEtVgF`.'? :
jr'QEIG`#2�TE 0 CONCRETE�$�(�CK SUB� aTE j ®mtanxrcorrc.
No.44167 = - - nssii.f eEanu 14.V— eu ux s)turt t ;
S S• CASE = 1>«95� .
ATI NS OR t S A TIONS T. -- IL RCQ �> ss)ur€ srst�t AMC INC. >„
EXTERIOR OCKING ROD FIX ION
s Nn� �"` .r�KAM RMA U40
nuc{essy2vr f 5-08$
IVEtI wutrn x SM ,r r rad.:."` .r<.. ::wa. arc caAx Ko ta,
KLT.S' lArkr 1�,L1 ..
f(C7?JA liu f.µ10? >a++[KT S OK T
CONCH-Ir HOLLOW CLOCK... \\ /
FICOUIRED 0 CORNER Qyp.) 2"x 4'WU00...._,. •� \ -�'.�
STUDS RCWREA •F:•• \ //
d CORNER (rYP•) .•r• ` \ f LJ,,,.
J'FOR TAPCONS ••�~•^
( t/4"0 WCGNS.OR .1 1/2'FOR SOUD-S - ,.r'x. -^2• ED
(( t/4"@x7//4'AILfXNN'f5 Uic.CO.50110-SEF
(2) 114'4 PANEL NATE INSERT - W/INTENIUH WEB CR' `� ;�'. '" -�•.•.
F'RNSC IM: Syr.W/WYETi10R WEA
NOWW"O AT. (4) 3/16"0 ( ) NOW HE
BOYTOM RAIL(P ALUMINUM r QOTYGN'HA7l_� '•'u --
,�� l_' j ✓ HACK FRAtIP
.. PGP RRON t� ... r
5 46'k'L'SLOT h .. .. _
._ _ �•.� 101 ._.
TAKONS OR
70,WGUQ
1,4'Px 1 7 IFPANtLWIC
} 814x2 PH. SS r SXS,
1 J14r2*FA .S::%M.S:
FROM JAMATO 60TEOM RNL _ - �!� OM
I ti,
FROM JAM (�} AO`fi" RAIL.(�
4 (2) 1422 f.N S s- M,S. i W`mar (fj / Eg ()9 s�yus
.
gg w ri _.� ¢I + ? T4x2 Fry SS• 19,
FRN JAATt3lE)TO EILMES{[+}OR NOTCHEA AT 1i _ FFTfIM JAMB ?0 dtl10E Qit(�)
ID M@ NEIC1 TO BRACE JAMf1 -4"11 Att B5CREW LWJmoN-• BOTTOM RAIL 4• "-� o M)0 HeGt�TO BRACE JAMB,
- - - ---- -- -- -SE(:TION-B'�$'- - - --- -- -- -- --- CGNT.
Ow/INTERIOR WETi (Z) )114<2"F-N, sti4Le'a%e' 1 Ui ►sum
'(2) piw.-F.H,
AT
CONCRMAIOLLOW&.00K NOTCHCO AT 4.S SJut �jw/w F 1 0".TrP) -SS S.M.S. w/IN1ERiOR WF.A 2*
CWGOA
4YF1R11REY1 O CORNER(Yyp,) BOTTOM RAII.(� FRflL(.1N.18�'1 NUiCHEO AT ---..` hTtGM JAMB(}
TO BA'1TOM L.i1T'] BATIOM Pi To BOTTUM F7Nt .ROfTAl10 L(� _g CJ]l20IFR(1)'p•)'
t `y
�, I�&fy4rft i71AIKN: _ - ! { �°F81'ML1NIr7PA11�b7�
I
11
:L a
i J 'i
.. 1!4"m-2G S:S; ;5/18`x2 a 7 r •,, .._.a..'_
a'LONG A( ��• (4)-3/16"m
"•''' rc 7TiUMBSCRGIY \!,Y', PLUWNUM- 'V .•'a ..It1 LONG '• C}_. .
•�: s")Z �;��� .,t ,* -Wx k RFRW �GONT. jACATM
•TliUM6SCREW ,• y7�/s st6t .
{-- �
-:.•(2) 1/4.0 TAPCONS OR ` .(..1/4"i'TNCANS'QR• ,
•(2) 1/4'1093/4"ALL Y :1 (]3}1 j/4'o r 1 7118' ��-•
- ..F'aNELMATE:1t+SLRTS To W000.
5"-SET n."T 0
t R
:.1
tNSERT
•2 4' ANE MATE.
Q 4.
• a.
y;.
`,t„It111111rr1,,,,,
TM,(/T'�y FLORIDA BUILDING CODE {Non N1nn Voaclty Nurrlcano Zona)
✓�Fig.
X1'.2015 MW.P.RB. A�"rSA /6BMiA H V. BAI'(AMA SNUTTM
4•,e�,tCENSF .y oaAYiaLe1
I C Q ;;mw st(IIT m Symms mor
TILUT TESTING A ENOINEEA&WO COYPFNr yK,puurano X140
lb-088
....ry 519.ra:µprat.. (8W�4.Y2•!2W :i00i}d00-•B.tft3
�'� 4.:�y�•� "w.aa.IatcWod.wm ar,e. mwa+ �wr ur. .vwn. � OPAwUq Ho
l�1
'a0.1t'R�n�fik.P.T. sa SNEET 4 0r:7
yr�4 LC •�\� RCWU1 lk 14167
��1Utll11i1rlllltti”
•,.. Y .,.M �,; '^...:.max = ..1h;;;�'
...., r'"._... ,�...NEfl1ARlD ,„✓'• .�"*- �✓,....PGfRNI'Ifb
•.} .._. i/i'i Ti,PCDtCS _...,tfi F TNCRN6
t t.ec ncrw� stmt r 2) tgr�/�no+.ec st+�r r) ..n �a�ts_eur aYe.»
_ d
y, ti' M1.. 4)a Wq �i +114`F3S: ....� .//14se M.
POP iNX9ti I•'flaFr.3418(e r fiMN StX$
� - uax ar glroal
f { rf:7P7N 1 � ; ;., M1t7a9n!kg .. 711ER16R.tti:H
W.
to alastR
i �
l
1;L
OR
t rc,a+ma swu w u 1! } tEtN7 \
1 a5a alsoaat spa
I � tf1's••2p iitltl xr/Avr �
isagn
(q4T PSA-M}1.iR;
u. 11 •�. �,.] rscaTal R1a..j� w. T/P w2o t►ar wflpa. ��•+w„ am'c,on wm
{ fionuFneiar n 1 ) "a" roo
� �'. Fr x Jf164 �!. � ` s. � � J♦.2AQi JN:B �+ -(, � �M '
Ka'a tt +ovAluu `Pov AN= {
tttp MONT 10°4 "
ys
.�-.:-. =j ` ihF.2R 7SfSatg:Si'3ZWT� tqR. 1 L 1/4'0-M"me son*
SH.S1
ti J i/x'x xo tlR1 u/Wmppc TO Px 17wf ve.-2.Wj•f wow
nmu Sate L ( .�, I +Slbif4'f:H,• am.
\i_tri tfx s'Yudis AEi.W itta/r/Io• ? �'.
1 1( �R }iC HS[Ri`1 itl sTYp(WOY70fli q% t ,[ .� ..PRflili/11Z c �.tc{snatf(�nt771i+or FRW (�
wbua snto.� rnaa szua a ., �'_ s1w.a'uet,wi+vw) Waob siup ti snio.2•aan'wourw.1
atquwa' S�£Cfiti{J O — C lcaaia CTIgN d g Mmultw •�•�/��� � p�
JA�wa
(SNAIL MOUNT) .(KUL MOUNT} ODU.t!_:J7„�.,„'hr_
WwWAW I'M TION NOM'ttUNBECANI""• P9:priT)ht NON PiURRiCANE Pt?Yi{TtDN
scarf:a/a t` susr s/s'>1' +a����``tlRA-r�( ,r°m om FlUl21DA BUILDING CODE {/on RI9h Ye{oaty Om 'Cone Zoon)
f9241S r3TTaco CONNECTION � a
55 /eRA VAAA 5UFOP"ALL.or
KING: ROD(141 FIXATM
LOC
•�+T�, - r....we:
s� t R �ftvt. AkE!?4!;i1N:Sf!l MIt SMWI S AMC.,W. V1ehrs
��•-- �-- 7rFsr wui ocra+.Ftr<i�d11ar. .
1i t1)`� vu.dpi at uw „µ n;1u-aaal 1w:(scq=-utter15--0,98
L a-mat;yTSnc.Yk l.mx, o"WM0 M.
,,�a�f+s•.....:..:•G'`�o` ta,-atux2la w,eam: .,,,,e d,
4lrq�O14A1Nttti�i� aM a 7ialai� pn,,.,u
I—
SCHEDULE#1
MAXIMUM SHUTTER SPAN'V'(in),MAXIMUM SHUTTER WIDTH"W"(in)FOR SINGLE(CASE 1)&
MULTIPLE(CASES If&.II1)UNITS FOR A CORRESPONDING A.S.D.DESIGN PRESSURE RATING
FOR INSTALLATIONS INTO POURED CONCRETE CONCRETE BLOCK OR WOOD SUBSTRATES
S1t�Sz4,�t11JI�l,EY9IL9R' ,Si�4ilL'4�..!1N1YS__E11.GYLIi4�S
N
4;0S 1:WALL MOt1Ni f3 ,x--11:yWI. MOUNT n" ;WALL MWW
PAHAMA
SHUTTER
eiEVArloNs
W
1--DOUBLE UN013�-1TRIPLE vrrfr
UNITS
MAXIMUM A'S.D:
CASE DESIGN PRESSURE MAXIMUM UNIT MAXIMUM SPAN INTERIOR MULLION MINIMUM SEPARATION
RATING WIDTH "W" (IN) "L•' (1N} TYPE REQUIRED TO GLASS.(IN)
I i 4:5:0 —55.0 42" 96" N/A 4 5/$"
& ill +•45.0 -50:0' 40" 70"
SCHEDULE#2
MAXIMUM ANCHOR SPACING AT TOP FEMALE HINGES(B} nff
-@ `"„/un�l/Inuit
FOR SINGLE:MSE_.h&MULTIPLE.(CASES 11&III?.UNITS
FOR A CORRESPONDING ASD,DESIGN PRESSURE RATiNa&SUBSTRATE TYPE fi
x
NO. 447 z
SUBSTRATE
MAXIMUM A.S.D. 3 �#,�c�,�-• `
DESIGN PRESSURE =°'
CASE RATING WoOti POURED CONCRETE z
SOUTHERN PINE No.2 OR
(p.B.f.} CONCRE7E:BLOCK
!f�fif fi11i11U111�1��
1
4.45.0 ._55.0 12” 7 1/2.,
It & ill f 45.0 —5QA % 1/2" 7 1/2" FLORIDA, BUILDING CODE: (go. Hi9h Velocity Hurrtcane.7.atu)
tzars taTEcro xtc. ni
AS5A/ BERM:H.Y. fAhfAlfA SHUTTER �,;of
WPM
AUEMW SHUTTER SY9W -a
ern... awax�v"u COWANT 42M V&VWWS MW
noa.:aa wn:r r44 to o no"N a1«n
N::Vm)4u-220e rAx:xsYiai•e�ea 1 S-UP$
<-wi•.L24cuo.d.oem � .v[ � rwworo rte
MAR A.G, J4 i'-E. VS".al
RAWTI
�_.• lie 1�416T "•'^ 9Ir.[I ](t'7'