|
(SEE SECTIONS ON SHEETS 17, 18, 19 a 20)-_-_._..__.__._
<br />MAX. aAlT>. W+a, SA/It 38/t7, te/m. 39/14, 1•
<br />M�. aAw/Y9. �FAW/,a a mwf20 asrtfr'w 7wm a *WAG 1'
<br />0 D O
<br />s•
<br />ifPNL
<br />I I ;
<br />! isp' ,hti am�s. i A L LENGTH
<br />If1= w /8b 3 i ._.�:_ PANEL
<br />Sk
<br />Aa sNr we5 A I ...i. _... _...._...... I HET3UL
<br />i
<br />a Ird 3MFLYr^ I i
<br />NR Aa 1ST A RON w'x� J
<br />xwX. 3y17, W1a, wit �aD/+a, +BJt7. Nvus. 3,
<br />MEN, akW/T9, 7Awfi9 a mwf20 BBWJ'19. 7BWJ19 t a81Mh0 1• MD
<br />---- ANpiORS (SEE SEMONS ON SHEETS 17, 10. 19 3i.
<br />OPTION i#2 FOR]FAETY $ARM PAIL ELYATION
<br />1
<br />MAXIMUM AS.D,
<br />Max, PANEL LENGTf4
<br />DESIGN PRESSURE
<br />L (ft.)
<br />MINIMUM SEPARATION
<br />PANEL
<br />RATING (p.a,t:)
<br />(SEE 'SECTIONS)
<br />TO GLASS
<br />CONDITION
<br />+55,0, -72.0
<br />$"-$"
<br />2 3/4-
<br />UNBOLTED
<br />F
<br />2.000•
<br />i- _
<br />SCALE 3Jt6"�I"�
<br />INTO LXJ �fNG W09D STR.UC 'UR
<br />T -
<br />I MkADFR
<br />+EAQE3i
<br />�iEo4)adLf
<br />ry
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<br />jj'A APfxLa 6 a" O.C, e• -
<br />ADElD "W{/! ,y3 Ilal TtINFAAOED -ANTI f jr MIN,. THREMDEO
<br />D ? e PES1EL-10N . W000 t PENET,AT wow
<br />Y
<br />�INT i
<br />f
<br />Y
<br />I ,
<br />ro 1€tL I EXISTING _
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<br />NUM, --fff SCHEDULE" ` i.• A14,.CLASS
<br />I tEi04l} 0w MSEt to;•L` MIf,. PoWEL LENGTH � so1E0u,E
<br />fy
<br />d '
<br />Nat£ 1 (SEE save)i PANEL 1.ENGTN 7
<br />7/8•0 . 3/32-..- �-
<br />W0q MUr h
<br />' WIND NUT
<br />T#6tE`AOF.4/y
<br />IIDOWlD1N OF RATE'' €.
<br />I
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<br />v q5 { "ay/k-
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<br />80.3f Wf 3/Y MKmur
<br />waHR a 12 1l2OGi
<br />' N p, i j i r � N'tIr wISNER (aEYONa) �;. 1 4 ,1 I 1 '4 aro TAPCON 4 6' O.C.1A'GN/ C e• R.:t
<br />s w/i 1J M'N. TNl1FD 1 } ,
<br />ADOiF1 f '_ t 1'i W/7 j NCl/ i �w I iPCFEM!%RAnoN Ar MANAWTH
<br />TE
<br />"DIM _.__,_..,5,.,) TqN AS NYW,WDTN '- (tq I t . YRI6D PLATE " LwGc MATE
<br />OF PLATE
<br />PLATE i_ IY00D
<br />WALL TiNG j STAiJATInN WAIT iiiNG �(jALLATION
<br />WALL MOUNTING INSTALLI TION WALL 11DUNT M tNSTAL MON Ai [E$CldiLY 7Aw Q #IEQLriAR I=At�EL M��>W'
<br />A JEANA W ILEUM � 3/a'-,' V_ Uiir ? .PANEL
<br />O RLROMA R PANEL 1 SaPCFY m"L NN SCALE 3/r.11
<br />WALE 3/8'-1• -. SCALE 3/B"+m,": =NFNpyt� jry
<br />1. IN3TALLATtON9 ARE DKr 4" FOR 8u1LDMNGS WITH A.= OLSON LANDS �` • t;ENS "' *.;
<br />FLORIDA BUILDING COI
<br />UP TO 455,5, -714 PSF APN1 PANEL'S LENGTH UP TO a'-ff. 4 j ,12A2A TE:1LW, WC.
<br />0. a 2 GALYAW G GSSGE E
<br />a. FOR NEW WOW FRAME QOIMYAUCTWN; WOW COUALS TO # SWMFAN
<br />PINE Pus. 2, wf cP o OEM" 41 OM DR COUAL z •. ST T ! a a .� Gi0m PROTECiK
<br />111
<br />a e' O,C,
<br />r�
<br />G
<br />I
<br />1• ALMA,
<br />PANEDL, LENGTH
<br />BELOW)
<br />FLEE NOTE 1BFLOw)'
<br />MS. W/
<br />NUT
<br />- CONMIC CONCRETE MOCK MUMBES
<br />YAPCON ANCiK4i5' #' TAPCOW .C TAPOON AMCHDi6 , 1 4' TAPCON ANCHONS
<br />(I *a.
<br />D.C. ra' 9• D.C. a s• OX4 I e a• o:a
<br />AIED
<br />POL
<br />OR CONOREIF
<br />BLOCK 1QU6 ,A ` C F" �� 1 � a ROIRE
<br />ht��
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<br />1 �. yy4 • I r
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<br />� e la 1f2' Ox, G1ErERa)
<br />a 3Jato2• 1WING A-C 1 7 A a/a2" wwG
<br />E ( 4"M!L` WAar+ER /2` po, I M 'Fur wAk (aeraratr) ( � Y{
<br />T 4 TAPCON AHRB `I ! 1 + TAPCON ARCJ30}i5 # ,•,. 114
<br />" TAPLYMi AN C 1 t' TAPCON
<br />1/2. O.K' .`_"'" 4 1/2. 0& e + 1f2' D.O. ' �• O,L (sTAaowED w/ O) t WAGGERW W/ STEM)
<br />-...
<br />CDfK ETE BLACK CONCRETE BLOCK - R CONCRETE
<br />BLOCK OR � BLOCK
<br />WAU REQUIRED REQUIgfO REQUIRED
<br />1fE salmi PAN€1 O R PANEL gJc eaeET t PANIEL
<br />SCALE 3/8"-I" SMz 3/5•-1' SCALE 3VW-I" SCALEANCHOR 3/S'Q1•
<br />1J+'t
<br />SEE if a >� ANgpMa TYPE k 11l6 TMPC4M At4yHi1TMNNagAA
<br />BUu►a NEATP1 Ma wQO6 wr .NNOR VMM W a �� ✓�ii� T►1 /p ry
<br />tosrANCEueaml TIMS+uaaar, c«era.) s 41e�r� ' GENSF Pi
<br />EraHEX42 Bop E0. UEs6 I" I11110M ON PW,Ms pM, Wr ®aT 3 . FLORIDA BUILDING CODE aktiWIftify Hurricane Zone)
<br />sG ewu Rahn A1DiJR SPAC4La In - -.
<br />6Y TF#TpI.LOWNfp � THE AtlNW. Eiti $ AMFOR'iIS.1$ k ' "m iRaico. HO.
<br />20 GAGE GALVANIZED SiLEI STORM PANEL whim at,
<br />a LOIN s
<br />*Q iEOF- ""�/"""'""""`Iaa. 1OBAL PROTECTION PRODUCTS, UC. °fneJff
<br />FOR EACH `NQw TYF4 0' rm wmmtRL 3• +Ra y ,' •. !�
<br />okm
<br />afm se, a, slaw
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<br />41�4?]RUCTuRES
<br />L s?
<br />TJ 4 f TAPCiaY a 6. O.C. 4 r ii � I •M TAPCQN O G. D.C.
<br />�: I t, i ' _-.-fV�t I/S• TAW. TNRiEADETI ;; /1 ijj2` MIN. THREADED
<br />( PE1aTRA'tXXY A7 wlX1D PFNEiRAT1pN AT WOOD
<br />N
<br />HEADER r 7 }FADER
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<br />CLASS
<br />wt swMmw , •L• Aba.
<br />sOiF01RL PANEL LENGTH _. T+4 _. { PANEL MLt7YGTN
<br />EXISTING0R sw 14) f (SEE NOTE T REL.OW) 1/+•h2QR/• _ � ,...- (`SEE NOTE I WOW)
<br />GLATS
<br />WING NUT
<br />i
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<br />REAUIREO , y �. WARIER O 8 A/C O.C. REQUIRED I WASHER a (6EfC ,
<br />'
<br />sI
<br />Ip ,.,.(,I i �� � �14-TQ PM{©,JRRTE P �` �) ,,,} � j �� .•
<br />eN8
<br />y.) INN. TH ABE') PENETRATION _ I :,: I .
<br />AT MRAaWTH OF FATE 1 S _
<br />- AT MtDWWTNI OF:PIATE 'tea_.., _
<br />ANAL ( Mt HINTING 1NSTAI I aTt{1N
<br />on
<br />it(� jt''agy Q LIFE SAFEAmmTY PANEL
<br />3 8'-t' '� ' SCALE /
<br />Q•: I:pj,S' S SCALE 3/8"-T"
<br />.�T`
<br />FLORIDA BUILDING CODE NI h Woolly Nu cons Zone
<br />Eili1T'S.` P20a0 TW1kRYl,.•
<br />=• NO 441$7 p 20 GAGE .GALVANIZED SiEEI STORMPANEL ;'
<br />AEOMS ME ONLY MD FOR S N WITH A„S:O, DESIGN LLIADS
<br />I. NVAL O,9M
<br />UP TO 485S. •-72.0 PSF AND PA.FEVS LENGTH UP TO G`»8•.
<br />(( ��+ww �Pa UL PROTECTION PRODUCTS, LLIC,
<br />2. FOR NEW WOW FRIA COHSMUCTKkti WOOD MEMBERS TO BE SOUTHEW Q ' _ . 1 G C 0 taC.
<br />Q aa00 Le, fi STREff
<br />PINE NO. 2, W/ S DENSITY' OF 10.55 OR EQUAL 40i ORA a tOW""APf Yaw: iti 3'Cta
<br />S •:•.• M14Ala ALac twcxea-ws4M.+sar(e54)eae.Bm 20-176
<br />`nr�s NfieS (yp,J` u`,mw"n ."ICN° -,o
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<br />2D or NIT
<br />,3`/24 (m ware 2 1f4Y0lI)
<br />1 4'7 2 ,( >W/ Co'
<br />(tuar a1S: 3 R06LP1O
<br />60 9 "1."
<br />CONORM ANCHM
<br />JOICKU OH VW
<br />Am 3 iA,SSIA')
<br />3' Maf,
<br />71• Mil,
<br />40 X4'
<br />4 6EEDw 3
<br />(1j MORM EMEL 2.= D r_.,._a -- � , L a..0 u� � a �, L � .4_�_.0 = I_ � t _a 1 ,� + A
<br />4D -� ..- rr_. _ _
<br />ROM D "h" TRACK 1 �I� "U" TRACK j ! I 1
<br />Y " ' .• x . , PAtpE1.MATE ('7P)
<br />PANE: S END LIP ,,gE NOISE a,
<br />�...,....�...._.__,,._.., j'J., '.�✓f�,"� , �, - -.730" N".. Mdx. i FGI COFLYtE7€ ge ' aIF Ilf,
<br />W/ HE1T11ED EDGE. •' „J"' ,,> .._) ;,,, .. - ,' Kti SClIFDLR.E ON tow 25. mR WOW 'ACRck;--w. . N MONO
<br />t. a ,/2• , Ff2•= rt EN4 P1M�IFtS)
<br />K4Tgw9 ON SHWIF 2a M rmm PAPItSS.
<br />W/ QR W/0®.---18= -EASY PNEL TO aE NATAL= AT EACH
<br />'<lMulGO, .at3" T.DIF ® w OPLAIENIx SNNL N.WA15 tAINSIALLED TE�pMpOV@EO+ST wEAO1 fPlaReFP6 A1.18U5 8E PROJ/OED. W!
<br />FM
<br />&. i #2S• .... 1NT TO fACUFMYSTALLEO. F1WNmla#NwDE SPRum UCTURINVA= YION
<br />BE
<br />S +''�2aG• .,,w :w .,..: - _ INS# AimQF fiRDDTE.
<br />I �. , ) f M71LE j/3a' s 1' : _. r✓F€ 3fy:` - Y*
<br />(-' ,� 3,733• /'- (..t/4• M3a, CAP ,
<br />y • w- itAP { ,Jr ww,. OAP tA1" 111Y. BAP�-
<br />' � 1
<br />V/ pop
<br />130METRIC VIEW DETAIL A 23�" ��, € 2.Dh)'
<br />ROUNDED COWERPW/ a ENDS OF PAt#l^3 6 ' - $ECTI0 R=9 'G' 7sZpm WyaEasj `-
<br />LTW LNx W/ HEMMED fbGE, + , ,750" I 3F.tE t'J
<br />(___i L.__ - - I I,Izs' „a,Nc 3/3Y - I• ND
<br />�2.000•� I, ) - (I) DEF9M OF SERFS ,4v4; E - 2 HANG SYMA, PANEL SYSTEM ,'DNS ro* OF PANEL +
<br />-._ _,�......_..._S" i 7RACK5 AT TOP a PANW:MAIt PLUS OR T8• LONG
<br />E - 2 HANG STORM PANEL-VISMM CONS151104 OF PANF1:.:a AT F1i1TI(1M W/ PANahlA S:
<br />MTRACK ppyyuutt��� " Galt. TRADIcB TOP a BormM. (2). END PANELS SHALL. ,ALWAYS BE CONNECTED TO E?0g7tNO SKI. WALL BY MEANS
<br />OF
<br />' • i:�l $ lLS-'r ICt3 I�MA (2).: �4}D PAA1E#S_ SPILL uWAXS TO OF SUN TO BOTTOM TRACK vTNEriWiSE A STOP 6&R PIIIq.MA7ES DIi, tf IISED� W s : @) TRACK AT L BY END PANELS
<br />1 t 4 8(1 SNAL tE PROVIDED AT T Of SUCH PA31EL5. WSMG Ntft ORCONNEG�( To W/ 1 4 i-20 3 4"USTAWPP/@7/T 1 3/�
<br />'�F--.t2S" BDBt-TB AtYrti. ALLOY (3), IF END PANELS ARE CONriEGEE3 TQ �DTi4Lt TRACK. CONNECTION StNU, CONSIST OF OE`IiRE'0 ON Nl04iE {6tCfPTAS
<br />1 t 4"a-2 4" M.S. W✓. VIOXil32 WNiO NUT oR I/i'f s' III. THUMBSCREW a FOR CASES WHEN Ei•W PANELS / (�}
<br />iAP�BCIIYQM 'fRACfG -LOCATION fA47ENER5 MA'P AT EITHER Of TWO {) gNY p er p pg TO BOTrOM %r& X'STpp ..BAR
<br />EICYLTkIN FIAT MFUZES OF :END PANEL SFMILL BE PRttY1DED AT TNW OF"SUCH PANELS..
<br />(4), R7 CASE' THAT ENO PANELS. ARE NOT CONNECTED TO BOTTOM TRACK Q,e- ASIDP BAR (4). FOR INSTALLATIONS WHEN ENO PANELS MO SOOF W INTERIOR PANELS ARE DIRECTLY
<br />S ONLY LGED AT T�77 A7 LEAS'P 11Y0 PANELS SHALL BE CONNECTED TD BOOM TRAMPmwm to mrm SILL WALL! N USING SPITS INOICATEO EN{ NOTE (3) ABOVE. W SUCH CASE, CONNECTION OF PANELS MAY USED 4aw" W TRACK MAST 80TTOM ACHINGS BOTTOM TRACK TO WALL
<br />g. #-atl`?•t' - TO BOTTOM 2RACI( MAY OCCUR AT AM' PAt3EL Lt1L'ATIpN, PANEWAT6. E�Ltl1YENGOINO StfOYAI ON ELEMATIO# :MBf W 3 1J/2'
<br />>•3 .x4L1' SEE SECTIGN 7, 3' $ t" ON SFfEET 24, SEE ANCHOR SCHEDULE DN SHEEf 2S, 6Ra. EDGE Q'DIFANCE. FOR THIS - aMfER10R PANEL USED Y W .A
<br />ok4ti (NIN�)#r�NAr1, go 5di{91.1TN0ATw,02 TD� �, STOE Oi PAMF ,MA4E O
<br />I .. , .p'A TLC #' T;�•.4/j' IHEIR DVERLAAS tTETANEO 6Y .
<br />_1 i
<br />�T _ *: NO.44i$7L z FLORIDA BUILDING CODE H h Valoo"y Nurr9cana Zone)
<br />r4?31rY "�\Gd FLORIDA BUILDING CODE ( h Yefofi HurriGam
<br />3, ATE Of ;`ama.� ° rai0 '� 20 GAGE GALVANIZED STEEL SiL4 PANEL N0, 4 IBT�� AmTo ntma, Mo 20 GAGE GALVANIZED STEEL STORM PANEL DWws'°
<br />7 "x3" ax UM. ANGLE URt GLOBAL PROTECTION PRODUCTS. LLC. A7jfa" `'. STA pF�_ RAL PROTECTION PRODUCTS, I.I.C. "T a
<br />�---. _
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<br />11, LONG ' Nu,Nk n tuawe a nlownNFa tvM,C n: a3au n ��f ae.
<br />F F MwD sa. 8, s7arxT
<br />6063-'M Alum, ALLOY PE. ✓B L as a. w 3as .ww AwmeLr a> r a Nye (M»Iwa rNa, rAa twmw sm 2AMAW W n 1 `��1 enc�
<br />n«.i aH fAw.w,aaR MfM1a?I �.. .,�.. aMMR4 W.
<br />ruatQ L N,-.x Mat am.Tm., = AR-7bi_ssala
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<br />1twEfLWIE GAd4a"7'dI». P.E: , . n :m8['p R: Of 29 "ArrrFNN( RIMY E. Ekttf�(wM,TMRE/0ML �G`pN87t�,. Pd - r _ _ waLF 33
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<br />14-10-0 PANELMATE PANS W/
<br />x ]f32 WING NUT WASHER
<br />e 5 I/4' O.C.
<br />. BLOCK
<br />IEWCRF3T
<br />,)1YALL MQUbMKG ,MAU ATH#N
<br />SECTION 5A,
<br />SCALE
<br />sm SHOW 19 a ao FOR ARMONS IYPL A
<br />ifr.
<br />ey+:a.
<br />_.iMenu,
<br />SPACING FOR INSTAUATNINS INTO Waco
<br />wMa Amm mcm O.B
<br />3
<br />3
<br />FRVE aWA)M
<br />MINS" MCHR SPACIN93 00 MRIWM
<br />EM OWAICB ARE MWIOATTD ON 7M
<br />amBtaorun Caves. MJ
<br />3
<br />a
<br />SONOMA:E FOR [D tm I," *OUT= am
<br />sCNEOM,E ROOM A4 HR %AaIF fif
<br />MULINPLYIA RAACMAk SNAWN ON SCHOMA3:
<br />bB.igN f,e:.r/ aAA Ot)
<br />S
<br />3 ,fI `
<br />A+JrtWL.CA am MR —No
<br />FACTOR
<br />er Dd FCWWWwXf rAOTIX+s FOR Tess
<br />OPFA/.TN>Ai TO 1# POfl9fBtE. REYAIctD
<br />� i/�
<br />�
<br />_
<br />swm OBTA m usm FACM SHNt MOF
<br />BE NISI THAN MINIMUM SPINS 4rOK.'.I,1F6
<br />FOR MR MOM TYRE Ow Y46 St3MDULE
<br />-'—
<br />3k
<br />-
<br />.-`-'"�je'+": yid wwo litn'Yaai,eTr
<br />{gEYONQ)
<br />_.--��vu9EDcor�erc
<br />REQUIRED
<br />WALL MOUNTING IC��j EI IA_AATIDv
<br />W&MM 58
<br />HIMINN '—L1-FFiESY .PiNE�.
<br />a r kMrM, SCALE 3/6
<br />SIIiOAL ttfa M Y iffiLF-Z BM =0 PANEL
<br />1, E-Z HANG "HA PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (RED.) HAS BEEN VERIFED FM COMPLIANCE IN RI) MN1tMVM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE ID a PANEUMATE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (7tA ORION) OF THE FLORIDA BUILDING CODE. BLOCX SHAU 13E 1 1/4".
<br />OESIGN WIND SHALL B R LOADS HAM. E QEIERMMYEO AS PER Six'T1ON 1620 OF THE MENTIONED
<br />ABOVE NR NED CODE, 8.2) MIfwM1AW EMBEDMENT OF I/+•'w X 7/8' CALK -IN ANCHORS SILALL BE IS 7Ja• 9MT0 CONCRETE.
<br />FORA WINO AS YH SPEED HEOUIRED BY E AIRLSDFCTION TH LL WHERE .ESE SIWIITERS YA � NSTAU,ED AHD! H
<br />rr NO ' 0-20 ESS INTO ANY FINIS MATERIAL SH SHALL, BE PERMITTED.
<br />Ii USING ASDE 7-1Q Ado SHALL. NQ'T EXCEED THE MAXIMUM (AS.tl.)
<br />FOR A DRRESSURE
<br />RATINGS XCATE8S. 9f4' P-20 SS So INCH BOLTS USED SHALL BE TONG ENOLWN{SHOULD ANY FINISH MATERIAL EXIST) TO
<br />DESIGN PRESSURE RATINGS INDKTATEO ON 5M1EEi5 25 a 28. BCJ� 3fa" IMO ANCHORS.
<br />IN ORDER T0. VERIFY THE ABOVE CMIXTION, ULTIMATE DESIGN WAND LOWS DETERMINED PER ASC'E 7-16
<br />SHALL BE FIRST REDUCED TO A.". DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.5 IN CFJ" TO B.3) wN .NYSE THAT PRECAST STONE, OR PRECAST METE PANELS BE FOUND ON THE EXISTING MAU,
<br />TO COMPARE THESE WJ MAX. U.S.0) Des" PRESSURE RATWCS INDICATED ON SHEETS 25 a 2b, AIEOIiORS SHALL BE. LAND EZ1011tBfd _r REACH TFE MAN STRUCTURE BEHIND SUCH PANELS. MCHDRAOE
<br />SMALL. BE. AS MENTIONED IN B,t) AND IN aa).
<br />RN ORDER TO VERIFY ES THAT WIND LQATS AND AM USE ON THIS P.E.D. A5 NESTED WERE FACT OVER STRESSED, A UN INCREASE
<br />IN ALLOWABLE ST'ATSS FOR WINO LOIJSS WAS EiDT. USED IN :HEIR ANAI.YS,S. FASTENERS SAWING TO WOUD NOS SUN
<br />DETERMINED IN ACCORDANCE WITH N.D.S. 2015_ (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMID 0AT10NS MO SMIFIC47ONS OF THE ANCHWS
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF KANLUFACIURER.
<br />Q VERIFY TIRE OF THE STRUCTURE WHERE SHUTTER
<br />THE ABOVE PER FENESTRATION R MEN04NED GODS AS FENESTTN TESTING ABORA INCi SHALL BE THE RESPONSIBILITY OF T 7ORY, NC, REPORT $- 2032, A4 PROTOCOLS TAS-2D7, NSU THE 60NFRACr.
<br />TAS-202 IS AND TAS-243. TO BE ATTACHED TO INSURE PROPER ANCHD RAGE, THIS SHUTTER SMALL ONLY BE ATTACHE
<br />T ALL ONLY B D TO CONCRETE. BLOCK
<br />Z THIS SYSTEM FIRS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCLSSGMG THE OPENING FROM THE OR WOOD FRAME BUILDINGS. •.
<br />INSIDE TTHE USE OF � A LADDER OR UFT, THIS APPLICATION M VALID WHEN INSTALLATION IS (WENOM TO BE PERFORMED 12, THE INSTALLATION CONTRACTOR IS TO-SEFt/CAUIx AL SHUTTER. COMPONENT EDGES WHICH REWMN IN CONTINUOUS
<br />FROM T/�I Nsm OF STRUCTURE,
<br />CONTACT WITH THE BUILDING TO PREVENT WDiO/RNN INTRUSION: CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL
<br />LENGTH.
<br />3. SERIES 1000 INSTALLATION M APPUCABLE TO SIACLP AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REOV6tED 10 BE
<br />PERFORMED FROM THE STRUCTURE,
<br />E INSIDE Qi STR RE S3: STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS OIU.4YING PLUG ANY BUILDING AND 2ONIi0
<br />REGUUTIONS PROVIDED, BY THE JUR(SDkC110N WHERE PERMIT IS APPLIED TQ.
<br />*. SERIES 2LX70 INSTALLATION IS APPLICABLE TO .SINGLE AND DOUBLE ITLINQ AND k}OR2QNYAL SLICERS STYLE YY1Afti0W3 WHEN
<br />INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14. ATRIUM WINDOWS AND DOOR$ W— E - 2 HANG STORM "PANEL SYSTEM- tS PATENT PEAOW,
<br />5. ALL ALUMINUM Y -
<br />ELORUSIONS TO BE 3- 6 AELQf AN 44. a fi9i5 80a D TEMPER.. UNLESS OTHERw6E NOTED) PRODUCT EVALUATION DOCUMENT .E.D. ( ) () ENT' (P )PREPARED 8Y THIS EtM>INEER Li GENERW AND DOES NOT PROVIDE
<br />INFORMATION FOR A SITE SPECIFIC PR04KCT; Le. WHERE THE SM CROfiONS DEVIATE FROM THE RED.
<br />B. ALL ALUMINUM SHEEN METAL USED AT CLOSURES SHALL HAVE 311Y✓-Ni4 AL1AT:
<br />(b). CONTRACTOR TO. BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSWAUDN INCLUDING LEE SAFELY OF
<br />7: ALL STEEL SHEET METAL PANELS SHA,L HAVE STRUCTURAL OUALM STEEL„ ASTM A-053 OWE`. 50 Min„ GAIL:VAMZED STEEL THIS PRODUCT BASED ON THIS P,E.O. PROVIDED HE/SHE DOES ACT DENTATE FROM THE CONDITIONS WALEC ON
<br />OESICNA•TIONN W/Fy- 58,8 NMI (AFTER ROLLED). THIS DOCLMENY. COMSrAwCDON SAFETY AT SITE t5 THE CWMACW's RESPON&BUTY.
<br />& ALL SCREYIS TO BE STANLCRS STEEL 3O4 R 3tb NSI SERFS R CORRDStON RE45TANi CITED CARBON STEEL. 15 PER .DIN (�) THLS FltabUCT EVAN.WT1+bt DOCUMEM W11,1, tE LTJNSWERED INYAtJO 1F MOdFE3.
<br />S
<br />500. B W1 50'N8, YIELD STRENGTH AD9Q kof TENSILE STRENGTH A SHALL COMPLY W FLORIRA B G 4
<br />/ UItQIN QOOE SECTION. 2 11.13.4,
<br />c SITE SPECIFIC P E C ROJE4.`iS. SWILL BE PREP A
<br />) ABED FLORIDAR£Gf"SSERFD ENGINEER OR CT H B1' ARCHITECT WHIC WILL.
<br />Of RECF ('E.O.R,) THE PROJECT AND WILL BE THE PTiQPEa#
<br />§, BOLTS TO BE ASTM A-3O7 GA.VAN12E0 STEFJ:, OR A151 a34 SERIES STAINLESS STEEL; WITH 36 k4t MINIMtNA YIELD STRENGDI. BECOME 71USE
<br />OF' E PS-0. EN A C`RN AS M RE PZSIBLE COME
<br />3ED EN23NEER TO fiHE P.E.D. ENdNEER, SNAti
<br />T0. ANCHORS TO WALL SMALL BE A4 FOLLOWS: SUHIMT TO THIS LATTER TIRE SITE SPECIFIC � FOR FIEVIEW
<br />(A) TO EIIIM POURED n+n'
<br />(aj 11i5 F,£0, SHALL 9FAR 'THE DATE AND ORIGINAL. SEA. AND SIGNATURE DF THE PROFESSIONAL ENGINEER OF
<br />- 1/4•0 TAPCON ANCHORS AS MANUFACTURED BY I,TIN, BUILDEX. ONG, (MIN, PI-3192 P.A:i) RECORD THAT d+1iEPAREp. IT
<br />- 1 4" f X. 7 8` -�kN ANCHORS' MAN T M f CALK , AS UFACO) AN H DLWAS I . (MIN, ED 1W IE , L J NC { P.e. ) fB, STORM PANEL MANUF AL"TLTRERS SMALL BE LOCATED Q Y
<br />- /14-I0 PRNELMATE FEMALE ID +k PAfiEk34ATE PliLNS ANCHORS: A5 MANUFACTURED wY ELGO CDNSiRIIC'[K7N PROOLICTS, LABEL LQCA N A REONE VERBLE
<br />BE AT STORMFO PANEL IN
<br />BUILDING LABEL SHALL BE. PLACED FOR EVERY OPENING.
<br />AUL
<br />ACCORDANCE WITH SECTION ECTIO .3 OF FY.2
<br />IABELLNG TO COMPLY WITH SECTION T709.9.2 OF THE F1.EfA BUILDING CODE.
<br />OF HE FLORIDAB DIN
<br />At) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3f4- AND 2• FOR PANEUAATE
<br />MOORE W At PANEtMATE PLUS.
<br />A2) MINIMUM EMBEDMENT OF 1/4"0 X 7/9' CALX-IN ANCHORS SMALL.. BE !S 71B" INTO CONCRETE. NO EMBEDMENT" INTO
<br />ANY FINISH MATERIAL SHALL BE PERMITTED.
<br />1/4` 0-20 SS SWEWALX BOLTS USED Stull. BE LONG ENOUGH(SHQULD ANY FINISH MATEWA. D451 TO ENGAGE 3/4•
<br />INTO ANCHORS, MINNi1,N
<br />R A. tip "'
<br />Aa) IN CASE THAN PRECAST SINE, PRECAST CONCRETE PANELS, OR PAYERS BE FOUFIO ON THE DOSING WALL OR ••• C(j..
<br />•
<br />.a{
<br />Fi.O4V2•ANCkWRS SHALL BE LONG ENOUGH TO REACH 714E MAN STRUCTURE SEMMID SUCH PANELS. ANCHORAGE SHALL ''�: lGEN
<br />BE AS ME.NMED IN A,T) AND IN A2).
<br />• N47 .
<br />(a) TO FST:SSNCRFFna= �,f -
<br />*
<br />- ifd' A TAPCON ANCHORS AS MANUfACiL1RE0. BY YT W. BUILDER. INC, - - a FLORIDA BUILDING CODE (High Yeoc HurAaana Zona
<br />-mTAfiLOp, MID:
<br />•- 1/4- 0 X: 7/0" CALK -BM 'ANCHORS, AS MANUFACTURED BY OEWALT INC, (('m.ISC4 p,sj,,) .`.: F'
<br />-. #14-10 RAiEL1a11E FEAtAL£ W AND PANEtMATE PLUS ANCHORS, AS MANUFACTURED BY EISA7 CONSTRiKTM7N T�-I�. 'Y` ' t 20 GAGE GALVANTZEO STEEL STORM PANEL OOWNN eri
<br />,..-,ty`4
<br />PRODUCTS Vrwt-2071 P.8 L) .. —_ -.
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