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<br />E t 1.
<br />"C"
<br />4 :.. .-d-..-.., (5fE SCNL E'OFi E E_._�SNEE't' S „ .- {s6E�wARL Max. �=-�V=.....-,.,: (MK rpt AIR.
<br />F- t ._._._ .....-_-.�•`•-- �,r aft Y-a') PANEL. LENaTif t F 1 wrGM aCa fa'7 ,
<br />k �..
<br />-�:�.�.__ _ '.T._. ON SHEET 3) ("� SCHEDULE �I�1 1..-., ...._--...,# I
<br />'$P
<br />I
<br />E%Lttiry�_}t It I
<br />--ER To GLASS. GiAsS. _ { t GLxsi -t ..,�-.._..: __.._.._ 3j aAs� 1
<br />SCHEDULE �
<br />�
<br />1(SEE
<br />� �-
<br />sty s) f �
<br />s ON i of i` t I ,
<br />� � i
<br />I= t _'� 1 � �r � 1 I
<br />' Q 12 ij2` QC. .,.,_�_.-.._._).._�._1 E.�. lETlGlif
<br />1 � +/AX�' i
<br />� � t/x' I
<br />L I{
<br />1'
<br />M1 _.._..1.�.......,.:,E -f i t a'!-zm�TAR 80.'9& C� s � i
<br />" e6 x. x`O:G
<br />1:DlICTIEtE A. � / CONCREIE'ANf29OR5 I ,
<br />�.__......_.
<br />c�^.�. (SEE SCHEDULE LR#
<br />E%6TPAQ POURE.D'.i_a � ...--...,.. _, _ _..f
<br />CONCRETE SttEETS B T3iRQUGH 1O) ., 's•3' SHEETS i T1fA4UGH t9;j 2- t P^ LONG MAX. AIJWMtNl1M
<br />€DOE OF NHL. OR /
<br />SLA9
<br />REOGRED FINS SPACERS b a i #" D.C: YAf}a FAR
<br />CONDITION}
<br />AU, AN4 PANEL.
<br />'."�,-_,��`�T.
<br />lffiS19N'�
<br />He POURED 9�OHGRi7'E EX : - AETE ��
<br />CONCRETE 1R.aS.'K ISTitQ POt59FA GONG LENCiiLS PER SHEET 3.
<br />CONCRETE 9LOCK "°'"`
<br />(� �� +tON�. -a� ;: � REQULRE0. i,.. a 1" NRX� laWa ALUMINUM SP�6CERB i
<br />"'-..`'✓D.-..; ,� izlfz TABLE. �T ON
<br />eTs 9 7HtIe11GH Yaj ea�D• tu�
<br />..'"d"Ja.E }^ 56ttE 3j8A.t Si'lYE 3fe.1^
<br />N111N11/1�
<br />a. r`<�/r�.
<br />CM 4s
<br />� S
<br />1} - s CODE h tons Za ' -
<br />F •• FLORIDA BUILDING DE Nan NI Velocity NY ne
<br />- a 44167 � tR1ETt0. Alc Tr•
<br />- 4 fLU,YAIBZ£D STEEL STORY PANEL i GAGE
<br />- DAYM l7+1
<br />s _
<br />NOTE FOR .G41td6L� , OF. * � A�� aim/iam
<br />ED. � ID4E D93TANOE ' -o : STATE £j E�
<br />�•., IL I�Ca ilie. AL PROTEGTtON PRODIJCTSF LLC.
<br />(SEE SCHEDULE ON TOP !1 BOTTOM MOUNriNGS CAN 8E `' DF FLO Ian .' • �_,___,
<br />R . s ima saE. r °slglm
<br />SHEETS 9 R TO COMBINED IN ANY WAY TG SUIT ANY �•. .•'' Bii Al,AW 1r. rtmrr ITMf, RL a7ita _
<br />j , F 2D #T5
<br />Ci - to pA Avlorc FNLwew. Ax: llT ••^_•• � fiM.1MN A'Ir'-uq,vw aD4N mt-i!k (�a4�611E•���T614F (pS+V)traG^e
<br />MkSI'ALLATtDN. SY l '. GNYNt6 Ntk
<br />a � �
<br />•••.•'.' - G+-aDM77R .tm w ..Ix►. !"xlaw n,R
<br />/l!lHlNbt NRfRtfDATE
<br />- DUAL A Ar Rg ea; NS .11 31NTT a ®' ie.. '
<br />T
<br />INTO EXISTING WOOD STRUCTURES
<br />t f4'! lAO St:REWS t1 E' O.C. W/
<br />t t/x` MMT/dR�iDED Pt7tE7R4R€Ag { 2`x#• "WJtdD
<br />,
<br />1/1Y UG SORpS W 6" Ai:. Wf iq EX6TNa MOOD HfNDER. D tf+} I:AC 8$ t1 6^ a.G, Wf
<br />-`'� T 9/2. IYn TIIRFADED PENETRATION it EW CR tlla i t/Y lea. T10.Y`ADEO rRa+
<br />4 !xlSTtNO WOOD NFAOEx .. � 1 �� 4 Cam. j%axi` 5.Y9. t I fi0 ENbipFC M@9E3 trtMER.
<br />tl
<br />I
<br />s u tzm as E a �= U.S. t
<br />/'' Lt � 4 lxxt. ]t#xt' S.MAS �1../`. � aWl 7/Y�x a+a6
<br />+� Ur ¢ t 0.C.
<br />GL iNR � � d S .p
<br />b tt/. t i � J 5, / � $d#7`SAAA
<br />t +'rr t/ti SC�:IS f b' G.G. W}
<br />- r ) i i'!"2D=3 #= TRat>RS I tfx' �. YHRGfDED »EtR,ttKd# % 4 #A EiIG DF �}
<br />J ,� � 1�} 7%d•IULI3Y' PD `. j
<br />/f g. DEfNC 1/Y+ & IJtfSi9aG HL�EF.
<br />ii -.� toRE1W'Q$�tllRNI
<br />O i 4 cane IltfAt` E,M.s ;
<br />P
<br />Ixmt
<br />7 '
<br />�ti 71 i+� nF.TAtt
<br />' bt7tE t
<br />T
<br />tlD4RT HEAOEtt RSDUIRED i
<br />Y nfta• Mgr.:
<br />LEN
<br />MAXIMUM PANEL LENGTH
<br />e A
<br />L+ OR R. I•" {
<br />1AMb.RRA A.S:.O,
<br />T+RESSU�R �RAf4ai
<br />t;nNCREtE k YPgOD
<br />RKtAILATK71Y5 "�
<br />Yaa
<br />tz•-D•
<br />yz'-o"
<br />3W7
<br />Ti'-e•
<br />toss"
<br />Jld
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<br />70'-0'
<br />4R0
<br />79'-t'
<br />9'-+'
<br />SIXD
<br />9'-T'
<br />6'-+-
<br />aaD
<br />a'-Y
<br />%7'
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<br />also
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<br />ass-
<br />Y:S,O
<br />6'.•Y'
<br />M7'-gyp'
<br />ralED
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<br />a=rr•
<br />ttab
<br />-
<br />s'-r
<br />ti5n
<br />5-e'
<br />Its
<br />PANEL LENGTH
<br />MAXIMUM LE H
<br />G
<br />WXaiUY ARa.
<br />Pt1E53UD � RATRa.
<br />ar -
<br />pgNCRETE it WWD
<br />affifNSATM9NS. f
<br />L4
<br />Vr
<br />,Nklt
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<br />rG=i-
<br />3s,Q
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<br />+.S.O
<br />8 T
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<br />30.o
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<br />I�#J�1Ailbli...
<br />' Nl��������,
<br />I fF
<br />�^rs " . T.;E
<br />�
<br />INTO WOOD STRUCTURES �. _._ _,,__
<br />Y..T� Y L{e t_'_"L,_'• •, i'"""i£ _ er 1 ( .._......_... �N t ... �4•'� '__._'�..�
<br />��
<br />�
<br />`'., WOOD ANCHORS •v. _.,:" {� E�`-�� TO GL.V*5•. -- �
<br />}"�'SFi SCHEDULE ON �`` �' #t( -� tH•x-m.l" Y p� 5� ( if#v`�'
<br />r �+ S14EEP 11) i .,� i - � 1� 3j 9 �w�R
<br />/_«,
<br />�• ,�S�YA)IHW+eSLQ
<br />neY6 f tQP t{{l!q1€[
<br />I
<br />(((
<br />L$IRFIU$ Y� i
<br />� a
<br />t f � / 5i E705Ti�T-t PANEL LENGTH
<br />tt r , j 1, f -Al) WOOD ANCHORS ! i 1 I CLASS i SCHWULE
<br />REWIRED 1 I 1 (SEE
<br />1 t. � i •: � t/+• (SEE SCHEDULE ON -�> 1` I f ! ON S+IEEf ij�FOR
<br />MAx SHEET 11) F �� I 1 s�z SPA�t
<br />ix,,
<br />y ,, V'z t°t t .�.__........_...__.____.' 7 REOURiED E9 r E rIT Y � EO '^-�..
<br />#Ain. � 1 WW1. , _ _�•^^`� "-- j
<br />t i
<br />It L
<br />•
<br />F _ 1 i s j '� ; ' } � 1^ NX. LONGALUMINUM SPACERS O 12 f j2`
<br />LLJJ 1�� i. � ii O.G.. (rQEE TABLE P7 DN
<br />� E 1 f I. �
<br />1 � : } 1
<br />� 3 I SEE NOTE "' BELOW FOR LRA1lATRNIi E'cxx LBn' !
<br />SEFARaLNOIt j *� 'L" MAX. f. �,. 1 � � i 1f2' LOAtO .SL£C7�5,
<br />(,._ f i _
<br />.
<br />/ (SE£SCHEW�JCy.. � (SEE SCIfEDU6E ! ) � �� �t � 5 If
<br />�� � ,..,...PANEL MATE FEMALE SEA OR PANEL. MATE
<br />E ON SHEET S) 1 ON SWEET 3j 1
<br />SHEET �.
<br />)
<br />1 YL
<br />;=__*___ PLUS SEE SCIIEDi.AE L11t sHEEr
<br />.. _ ..
<br />A tt7
<br />rlet^-- 9 A
<br />1 M t
<br />t
<br />1
<br />1 `• ! . .. tDR917 arer 0. E3cddSTINQ 1 r � 2"A+" WLk7D --_--"' V
<br />EXL5TLNf}�. : PLATE 7�W1RtD
<br />.--- _ ...� QLASS-'.--"E SEE E _ 1
<br />� I P I �saW mEET 3) i 1 DIRECT MOUNT WJ SPA-
<br />I�---�--_._ �
<br />t i + .- ,41sxl �ISE�T%E•'1Vl{'.
<br />� � �';.�
<br /># ,5�, � � 4 12 Ij2" O.C.'. SEE TABL€ /t ON SHELL 17 FOR MAX, PANEL tEa7G1fi5 W
<br />MAat, A3.D DESIGN LOADS FOR THIS aLSTN1ATtfX3.
<br />� �.y £O �.,y I,.
<br />1 t 1
<br />EO I I � y, '{ W44D ANCFKMS *� Y
<br />�i� ,. �.} ..•�.. � I� 1 L 't t� .•.. � ULEiVf 511JD HAKGiA. MiYIEt 4f2•CDMi i9:
<br />-� t 'y ��e
<br />.. I .. , I' SLtEE111) {t)1/N�L.LS tWRm'l0-A nNE sroR'tBIALUlL6a WNW 1D'-0'
<br />6
<br />i t # J( MAX lA Atalwcnw TROY ANY
<br />I i i tAlFAI,.RaBf IBIafIT A.
<br />2.ik#^ AEC7Tl6 ,�...I. t @ � � "i: I
<br />{ � 3 YBRIR aYN�MNG7Ed ON 4eE'/ 1!).
<br />PLATE REitU1 Ems. � � mm , :, t ;1.I , ;M9KfOD AtICM4Rs t'..1M7: STaWR�tTrRYm D}+l*Wr � �. ' • g:. „Lt4^ WOAD
<br />� t ': 1°"�'4 ?-«-3_,_»I,»^.
<br />:.. i I .,. sraaaEREU.wi- STUD. rAI Ai+C�RslY�t twaild 9A IAgE FrxMc m'm
<br />•:... a 1 �tp DY iRICkT s.Mai" BE To.1/+ Ae , Try, ,. {.. . PLATE RE4WIITED
<br />ON : tfkafyNfA
<br />�
<br />A 7tP�WxNXTLtiMs .WE k,..�,�,.,•-
<br />� MSI�A4Ll�+ I9;�a
<br />:..�t{ £ � SHEET tlSCiIR)'.DLILE
<br />f
<br />S�Et
<br />t ,-.: 1 i * (t) MTRMO IG' pbf f� fYYF. ai GAGE TYARI. LH9OBt a UMIR:D 1R Ile• AT MA 9FEta1W
<br />•
<br />{t1Y5 d A RI4tg1t FRWE IAh@ER PAIEL IFMI9IR NIAeFD Vol
<br />�t\§t
<br />-,.-r- `g' ' t�S MVMNii sR4Y9 PAM0. LtN.7Ft 4 � 9bi.T tl).
<br />iN aroal -Ivan RRSDNselwl • qa�r 9'+i ter etsrAUAaq+9 a u'p o�ugo�BEYa at
<br />� 9R0 E10311N0 ROOD iRNtE WNL SCIx.E- 3I#t�t` i
<br />,VI tMl@ FOR ib� iOf@ i. Y AM A9 OEFDIlm BA' ,�Y
<br />SCALE 3/8. t" t�) INa7JaUTipt vol" aAT Fan itWo Eaues�rtc A+m t1c mmD frtll tamM m TNEtT.eRmtl.
<br />YalE9 1 Y t 3 PR A4Rl E
<br />t9°°� ta9ZT"1N117. �''.i FLORIDA 81)1LGINc LADE Non High Valac' NuTF•#aorae tans
<br />T7 a -
<br />ALtA ON ARE diN D FOR MA%, S.O. omm x.
<br />er e. i. Warr !Y vw a. Tx7EIP. F
<br />__CTiON__ NO... ;° ri 44 •�!�TipN t67 NOTE FOR � 24 GAGE GALVANIZEG STEEL STORid PANEL
<br />4 P - iIWAN fie
<br />DESIGN PRESSURE RATING ,9.f AND ANEL LENGTHS E `
<br />�..,� _ �
<br />TOP .ISE BtYrrDM MOUNT#NGS RAN $E AS PER �St"NEDL7tES ON SHEET 3 (EXCEPT FOR * : �' **1 -ow.
<br />COMBINED IN ANY WAY FD SUIT ANY ALTERI3A-FE ZW^j � C �i Nt. GLOBAL PROTECTION PRODUCT U�`.. aqD
<br />� I
<br />INSTALLATION, 'IYLIT da00 SW: at SIPt$T -.
<br />2, FOR NEW WOOD- FRAME i3WV57TtUG''ITON: WOOD '�� "•.•GRID � • Co"t!� xAe, l4 rA. r+AmMnn aWR. n- also
<br />.•.•,. • Y+.,, i non am_ na s pea 4n-Yntt I>ta�n� EAVt)eel•,lilta, rAx: (l/aM�6717 2D-f i5
<br />..... MEM$ERS TO $E SOUTHERN PINE No 2, Wj SPECIFIC •s�m
<br />' .aw, .0+� 1D
<br />GENSI#Y OF 0.55 flR EQUAL.aA«oaP47al
<br />flA. ',
<br />_ AKL7E71 A :Jr.. ttlltlC! ! OA 191•
<br />�;,9f Ktlb It#blr a! "c !!AA€lY a 9tr wYe 4!fltitlN. sAAlet cM cG) -..
<br />1, STORM PANEL StpWN ON THIS PAQOLlCi'tNALLV4TiDN DOCUMENT (F.E.D.j HAS BE€tl VERIFIED FOR COtdPISANGE R# ACCORDAICE - Y}+ TAtxGON ANCN�TS, AS MAHk#ACtURFD BY 9,7:W. BUIIDEX, INC
<br />W711f THE 2020 (TDt EOiTION) Dr THE 1i.ORYit: BIRIAIfID CODE- THIS ST�1N PANEL SHAD. NOT � YLSfA, R`St AT WXRi - +1#-iD PAF&LMAIE FOAALE ®AND PANELMA7E PLUS ANCWOAS, AS MANUFACTURED6i FlOO C4HSTRUS.TKJN PROUlLCTS,
<br />VELOCITY HURRICANE iq!!ES ((MkPN-DhCE f BROtVARO COUNnES). - Tj4'v LAG SCREWS Px'R'NA,S.
<br />PER
<br />DESIGN WlF� COAti. Sf1At1. Bf DETERMINED AS SECTION 1548 OF THE ABOVE MENi16ALED CODE. FOR A:6AStC 9AE70 - T/1B`! x 5/8' WOOD 1ik35MNC, AS Dt51TGBUPEO BY AL! POINT SCREW, BOLT M 5P€CL4lTi CO.
<br />STORM P I AID A IiIGE : FACTOR SPESQ RFD 17Y THE R�R'i. 14N DRA1 PANEL YALL � N5T FOR 6:14AUiM
<br />AS REOW ,W aT1ERE N.l?D.
<br />6N INDICATED SHEETS R5 7 1 T ELCO
<br />KKEIaO.85, I$NIQA5Ci 7-ti AND SNM1 AKt EXCEED THE AL4XINUM jASD.) bF57 PRESSURE RATINGS DLCA ON G.1) 41NIMUM TNRD6dEO PEH!"1RAfi0N R+fa 1V000 OF TAPCON ANCHORS StYYI iK } AND Sr2• FOR E CO ANELMATE PLUS
<br />3. B THIRD t2 8 S7, 11L AND PANELMALE FEMALE RI_
<br />RV ORDER TO VERIFY T## ASCVE &'arIDITIDt+. LJiTWAiE DESIGN WING 1bA05 G£iE7MI,NED PER ASCE T-t8 StYLLi. � FIRST
<br />REDUCED TO AS.O- DESIGN PRESSURE RATING OT MULT#RLYRiG THEM BY 0.8 IN ORDER TO COMPARE THESE Wf MAX {AS:DJ C2) ARHLMtIN THRfADFD PENETRATION � LAC SCREW, INTO T!W' WOOD FRAYS UNIT Skal! it< i T f2°- NO TTIREADED
<br />DESIGN PRESSURE Rh71N44 INDICATED IXV SHEETS 3. Y THRU 12 R 17, 18. PENETRATION RiFO S1iFCCiY SHALL BE }# CONSIDERED AS PART OF THE REF}UIRED TNREABr9 RENETiWiXTAL
<br />HI OR➢Fl{ TO VERIFY THAT ANCHORS ON THIS TITS P.E:D- AS TESTE4 WERE N07 OVER SIRESS;US. A 33# BiCRFJuf: IN ALLOWABLE
<br />STRESS FOR Va(up LOADS WAS ZT� i�EO Ri T)tO.S ANALYSTS. FASTENERS SPACING 1O WOOD tU5 BEEN DETERMINED RI C.3j AYNnAUM EDGE 4H4'tAHGE ta%' LA& SCREWS. R/TO WOOD 5>U1L BE AS IHDIGMTED W it95 DRAWII4
<br />A,GC4ROAAlCE WITH ND,S. %!18
<br />SttaRM PANEL'S A4EOUACY FOR IMPACT AND WIND RESISTANCE tLV BEEN VEYOFIFD IN ACCORDANCE WITH SECTION teDB.i.2 OF G.4) MINIMUM 9i7tE7RATMX+# OF W4Oa BU5HIFID SHALL BE 3/e°: tf4' hZO SCREWS USED SHALL iE T 7/r IOMC NMTYUu
<br />THE ABOVE YENROHIDk CODE :� PER AMRBCAFf TESTLA9 Of SOtltli FLORIDA. RLT+ORTS i)0fl14.01••O% AND IIO214.42•-OB; AS SNDU1,0 Stt�D FDasT. NR7 i:, MIIaIAIM FOR WALLS WITH NO 571ACW.
<br />tt t -9S AND W.t SOUTH FLCIfYOA IMPORT .33,0%-10 AS PER PER 55Tta 2 Et AM E 13a-Ci S'fAFiQAR65� ERIC,W TRST9NG V6 :� C.S) IN EASE itY6T 9T✓>EiASi Si"71NF. OR PR&CASF CONCRETE PNJEt5. niyOCD QR 1MCaD BOARDS FQUND 4N THE EXtSfiNQ
<br />T -707 T � CALCULATIONS � PERFORMED 9N AC IN/ SEST't4tt d1q+ OF THE AS AJla AS 2b3 PROTOCOLS, AtfiD AS PER PER ACCORDANCE 1.
<br />WALL, AFICNQdtS SMALL � LONG ENDUGfI TO ItEAGtI THE MAIN STRUCTURE BF:NtN4 SUCH PANELS.
<br />FLORIDA BUILDING CW7E.
<br />ANCHORAGE SHALL BE MENTIONED Ni C.1}, C.2j h G:+)
<br />2ALL. ALUMINUM £7CRiU5K#d3 TD � iDi3 TR AL,LDY + TEMPER, {UNLESS OTHERWISE Mt7TED)� SEE 6HEET 2. (Dj ANCHORS S(iAl.1, +NStALtED FOL.itAWIND. Ai.6. OF 119E RECOMMENDATIONS AND SPECIFICATIONS 4i %ivE AiIG'.HOR'5 AiANE1FALTUREk
<br />A A SHALL RAVE 3705- 1a ALLOY '� 11 ALUMINUM SIM£E7 MErAa. USED T CLOSLLRFS kiA H � B. PANELS #TRY ALSO B£ LNSiRLLED HCRI:ONrALI.?' FOLLOWING INSTALLATION DEt'Att.S SHOWN ON SECTION f THROUGH & (SHEETS +
<br />4 All. STEEL. SHEET tAETAI PANELS StMtl:Np+VE'SilY�1.TLIRAL OS9AtFrt-STEEL, ASiM A-i53 ffiRpDE 84 ARN61AlNk,. G-QO G#LVMi2ED THROUGH S'9 EXC£PT THAT NFA4ERS('�lA(EJt- 1iFUl1. NOT BE USED.
<br />57Ef! DESaGNA11ON W/FYe 82.2 AYt (AFtER ROLLIDj; 9. tt St9ALL BE THE R6FDt�AkM OF THE C{XVIfNCFOR TO VERIFY THE 50UNON€55 OF THE STRUCTi1RE. WHERE SHUTTER I5 1D l#
<br />5. AI.1.. SCREWS TO BE STAINLESS SfEFl. :3B# OR 3ti AISI SERIES; OR CORROSION RESISTAt(T'COATS® CARBON 51'EEL A5 PER DIN ATTACHED TO DISLIKE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACMED TO COPICRE`1F SLOG{ 8N1 tv40D FRAME
<br />BUILDINGS,
<br />r
<br />St)@ta Wj 5D W9 YIELD STRENGTH 57tEEN6`fid ANII 9D int YEtLS1LL STRLTIGrH AND SHALL COMELY W/ FLORIDA EWRDB+C CODE SECTION
<br />2ai t.3.3.#. 70: EACH REGULAR STORM PANEL WaN LENQlNS AVER W. AS PER SECTIONS %, T. 4, 5. 6 A1VD f>i.TERNA4iVF5 iW, 3W R 4w ON
<br />SHEETS a, S. $ B ? RESP€4"Ttl�lY{ SHALL. HAVc A LEpBIE MdO READILY N698LE MA'6iViQ GL1NQ gWAiFR OR TEHAM TO
<br />6. BOLTS TO BE AM A-ia7 OALVANI2E4-STEELL., OR A15a $Ba SERIES 5rA1NLE5S STEEL. WITH 3e ksi MINIMUM YIELD STRENCDk. SECURE PANELS WITH APPLICABLE REINFCRC�Y£A°I' DURING PERIODS OF HURRrN#E WARNING
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