|
(SEE SECTIONS ON SHEETS 17. 18, 10 a 10)-•
<br />3' MAK. sA/1x, AA/,7e sA/+a
<br />1^ MIN, 1NWfta zi1W/v9 a UW/211 �YJ1i. 'fBMf,9 s 84wf� 1"
<br />A.At.Or 4 _
<br />o a oLIM
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<br />i I
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<br />1
<br />AL
<br />1 1 dsaa�,• s,� N.s,
<br />I.J -L
<br />E V" N"i) i I ! I- '
<br />F
<br />-t- {
<br />-�--r-
<br />IN MIX
<br />IA a MR a WT a R•P
<br />fl
<br />iB/1s,
<br />J " MAK IItr+7, #ir1T. tf�l'Ta '(/7, WAR.
<br />1 MIN. iA MrTa xAW/iM a 6W/70 apw/i% ?IWO a ON/m , •
<br />ANCHORS (SEE SECTIONS ON SHEETS 17, 16, TS
<br />OPTION #2 FOR UFE SAFETY MM_ PANEL( ELEVATION
<br />SCM:E 3/,6•=1• yA• Nex. nm
<br />°R� aATd r
<br />a!L a�e.�P-.•-.^± � � are s�T
<br />Emmm
<br />SECTION A —A
<br />SCALE 3/06•=t•
<br />MAXIMUM ,j ..0, MIGN_PRESSURE RATING (p ,L) AND
<br />CORRESPONDING MAXIMUM PANEL LENGTH -0 SCHED9
<br />No.441F ?ys
<br />FLORIDA BUILD" CODE (we YMtOC NurHcan6 zone)
<br />%O .l`�ORi4 ._; n,nro, ee 2D GAGE GALVANIZED STEEL STORM PANEL Fa.
<br />" OWNII 6Tc
<br />m
<br />AL PROTECTION PRQDUCiS. LUG.
<br />0 id IMa,
<br />waewGai1.. m sTw Paa. {9+�7ee6-Tea vAYi N6sleero•6r» 20-176
<br />rlA,Y: dli+1e00 nM tp0a).O/IW,SYI *. M M. W aftom ft
<br />P.E. gL!"P:E... AY -is fYiT ,e ,AFp
<br />MAXIMUM A.S.D.
<br />DESIGN PRESSURE
<br />INSTALLATION
<br />Max; PANEL LENGTH
<br />L (i!;)
<br />MINIMUM SEPARATION
<br />PANEL
<br />RATING (P.6.L)
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONDITION
<br />+SS,O; -72.0
<br />2 3f4"
<br />UNBOLTED
<br />DETA_ILS,FOEJ OWN fE2 fOR LIFE AFLTY STORM PANEL S' S't•EM
<br />,INTO EXISYING WOOD URES
<br />�„; x �++� `•";`' � "�:� �:: n,,�w �o�HF,�ER � ovi )LF,+aER
<br />'` ✓ � � T « TAPChN o 6^ as TAnpw) r e- oc
<br />//f Ilg• WN; 1NRFMEI) i i/1•'4N1. tHIlBAPtR t :
<br />`:S � / Pt3lE,RATION AT ROQO�NE.TRARON AT WOaO 1 a _ PLTIETIjAT117N M WOOD ip, k 7{ PiiETi AT Wp00
<br />WADER WADER RGDER � t I F4ADER
<br />I
<br />i
<br />r J,< ;/� 1/f' �� t +� t/r• l/f. .'°� , rt• t/s•
<br />I i EXRSIRIC M1. SfPAAWOIi j I ` � F]{tiIP7f. ' gmmvm ) i ,
<br />i 1•'Mm. CIA99 � W!s i �
<br />tart satnapr•= � i 1• Nlr. 4atE sa40IAt -..
<br />• Qt55
<br />i PMJFL IEnG,N
<br />� ON 91BI is; PANEL LENGTH Ox 4Atl IN)j 1 CSEF )qiE i BELOW) i PANEL LENGTH' (SEE NOTE t UFLOTq L. Nmf.
<br />To cm , IMAOw) F1OSliNC A!. $lPIAFIIGN PANEtom solotar To QIAMI *Awn in L LENGTH
<br />fdA55 i rfd..3�1 SEE NalEi (SEE NOTE 1 ME7,DR
<br />i
<br />a { E
<br />! V
<br />i
<br />--. a j 1YINa NUi _..-«,_ • � S„ a ,_,�.. R� f NRMfI: NUT �.. �� 1 �:
<br />s.
<br />': j tt REtOEO
<br />" I ... I �Pti?CIRATIaN AT
<br />PLATE
<br />e• i
<br />,• I � i t 1' � ,_�. cowr. CONY.. ♦ f'� 1 - `� �T%6'eY}J�'s�-5. MS. wr � .,` '�, 1/{Y-TOa3/455. MS.
<br />ItWINCa W/
<br />f 3/3t' NUT J/3Y W)G L wRla FAIT 7/ChJ/3P• WRa
<br />wASWISHER o tz t/z• ac ttxSHER i6EYallo) NUi
<br />a's ,APCON s s• o.a � ', 1 � i l j ` • T ar rAFYRaa • 6• D.as•d1 • TAP � erw6•�ac•a
<br />1 ? 4 w/ smD) AT LanMDrH M W 1 1 LMN. 7HRSADiO t t { { OF PLATE OFPLATE ' I CF MATE � � Sy • t1 L • WOOD FIATS # ^ WOOOMATE
<br />5..�.�..._�` wObd MATE ^ "' NCOD MALE
<br />w�yl, vtsurjTlt� .�� � ,{��uwrlo�
<br />�+mali�t,bIi9'tti
<br />�..��. .SCALE 3r8'=1'
<br />NMMHN SCALE =1^
<br />SCALE SCALE 3/6`=i'
<br />TILj,F7,
<br />�G6N$�'• t30RtDA HUIL(NNG CODE. !#i h Yuoc Hu no zoltA
<br />,, u1sTAUA1xY� ARE ONLY 1 FOR &ALa1xL5 WON Aas,D. DESIGN togas ,
<br />• � s
<br />UP To.6ea. -72a PS'A'm PANELS LENGTH UP To M-6'.
<br />z. FOR Fifty woaD FRAME �: WOW ME116ERS Ta BE SOUTHERN NO.4 � 2D GAGf GALVANIZED STEEi. STORM PANEL omw m
<br />PINE NO, 2• W/ SINxFC DENSITY OF 0.65 OR EWYL =*'i •--© ^'•.'� �-^, ,.,,, """—' �
<br />C}, SnTA - t AL PRQTECTION PRODUCTS.U.C.`'i'•`• ' 4 � 6' am S,W. 51 47REET anE
<br />•�/S,A/%w1'' .., _. OAVt. F1. 33311
<br />• •••• xtaW.'l.a. �rWan>m rvro�irf-Tsas.FWe(aeskea�•e%7 20-176
<br />I1a,iify qlC M000AT,aCF,9+ klN-.J�. lYi➢�Ir Y aFti
<br />WIWTFn A N, P a n-us... s _ SIi6T H Ora
<br />[1001 TV
<br />..- _ ___ ,.._,s:,MM• (Toro rvnaTlly_
<br />I ,2500' (EFTECRVE WF
<br />"•'d4,•^ I i#Nli�^0 'T1i'.
<br />ESE Ma MLVMAUM
<br />' LBFTML A ,18.6' a-ED a1LY,
<br />W; HiMLRO EDGE. `• - -
<br />1501lE1RIC VIEW DETAIL A
<br />ROUNDED CORNER O ENDS OF PANEL'S
<br />END LIP W/ HEMMED EDGE
<br />(N.rs)
<br />'?'.j(MaIEJ Atuu. ANINSTAUAIIQN DETAILS EQR QPTIQN 42, FOR LIFE SAFETY WORM MEL SYSTEM
<br />INTO EXISTING POI ED CONIC E OR CONCRETE SLOCX MUCTURES
<br />gmcmclIle
<br />x
<br />MAN
<br />Ir
<br />N
<br />ASOVINED
<br />VCOD
<br />MMAIMAL Lfl�-PMEL
<br />TMNAtI ANCHORS !tea• TAPGOFI ANCIiORS ,Lf'TAPtI MOMCO
<br />Q 4` AC" [* @^
<br />PnL�D ao PDII
<br />_ PailaEa ! ` PaaraD
<br />� t
<br />i E t \ � i � "'' f i. :E.f),• j I � FS,! `�
<br />) il. tdMMAlim ' -0 ` il+.10 I M1�awMldlOeW i + Yn.>gWM91a,.w
<br />It- eo�imeiii¢fa1 f �' >dd
<br />gN � � � qi j
<br />i 4YGT 11a � WlYf ,p !A[r 1f) 9sRf iN
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<br />1 � idiy t/�l•S�-� , i y �iys � � f r,Y• M'%N%a?i• Y Y
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<br />k�HI' P!n IAMII • h 1 "•`r`t AVDai ' L Q k• t � j.
<br />H,S.
<br />a•20if.i�4"S.S, Wr
<br />• � -- /az wMla Rlfi WASHER? {'-' �T7'6•Ml3fxz� WING RUT WASHER
<br />' "`+Z/s"+ x 31�' WIND HOT o T2 ,f5 o.e. r'° (roYnrm)
<br />' wASNER aRS
<br />o 121/2' ac.
<br />a. t s 7APCaN ANpH3 krf" TAPONI ANaNORS L , f• TAPcoTI
<br />a INna: � 14 A ANr
<br />: {srAaGERFo wf mo) � {stnticERL�T, W/ sTLb) t Q f ,rz" D.
<br />L_"' MCO/xaiE�iE EBIAtx "•••."
<br />LpEfE QUACK �ORR CONCREIEC� �Odt aW1tC�T�
<br />e
<br />SCAB 3/6'=,` SCALE 1/6•=1" VIA"
<br />CALE3/Bt," SCALE 318's7
<br />SEE owSPACING � P a 20 NOR MOM � Arm"• ANCHOR TIME
<br />t 1p1i1µ ,
<br />t SMCIN64 NoIQBIYIY We ANCIENT WAGM OU
<br />.�
<br />EDGE DMIANCE ARE **KATEO ON INS finetero� sum" Pall EA LESS TWA d=am ON hrrnsr weee ; y1�' ` GENNy�e •`•.", FLORIDA BUILDING CODE h. Yet- NulTteans zone
<br />Ri+YW
<br />3TalEQ1Rd ANCRITP WY _
<br />NLTiMYAIa�ACY16 61gAN oN 5txn1AE ICIw. tm1e QPM11a0 wIOLaR S671 P46Aa,A',EdO. tc.. IO DACE GALVANIZED STEEL STtRtY- PANEL FP.
<br />OPERATION TO 58b1i, REdA;lO ...-_ + Tfg.N,....._.,�.... r "If : own 6f:
<br />APIWPIG o6alilED nNk TACIDP alPtt ROT P,': - - s TEti -
<br />MR LERiHNI iA1PAAt N .-.-,,.�,�,..�.� .._.�..,.. -• r"r�ii ��. �� iLPRLTEpCaabE,O,wrNtaiPRJQuis.
<br />EACH ANCroTPON ToP ACKEDt sao feGtl i. m/ealafBaaaD
<br />6llgtt
<br />a )Pt 'r'�+''' ,••••• n, a:t AliM. atw PNOiK: (d&1RQo-TpiO.: aF'AAz6ueOa-Em 20-'r16
<br />$j NA 1.,. f an» ai-+ao.. w enN of-m r aPwwe rm
<br />q1 +rT+REJ>ui'e' +YMsrA'Ai r s a .._
<br />MNPT 17 or as :..
<br />SCALE 3r8•+i"..
<br />J
<br />I. MISTAUATgNS ARE ONLY VALID FOR BIALlxIW)S WITH A$a. DESIGN LtiA@S
<br />UP 5D4%.3; -720 PSf ANp PAA£L'i LEXCRI LIP TO fi-8',
<br />2 TOR 6$W WOOD FRAME COtJSf1AICTf0/J: WOOD ME14RJ15 7D BE SCU1tW}MI
<br />PINE Na 2, W/ SPA aLT/SIIY OF 056 OR Ea1LAl _ ..
<br />3'/24 t� NrnE 2 PD.nA)
<br />1'124110, 114'124R► Qu aR W/IR �}• � A es1>: aOn r maw)
<br />fO # 'L`
<br />Rm
<br />TYPICAL ELWMN FOR SERI E--Z HANG STORM PANELM%Aff
<br />OF STARICTURE.
<br />/41 VIA, CAP wp
<br />7 77TK 7 \ 7"K 7 -Z 7`7 7 7 \ 7 \,74
<br />BAR
<br />« pIPPIG SIINL AL WT�S P�ISTp.aplmAT
<br />REAR TO tACLPATE M14T .MALL qi
<br />6PspERi1 ixpN
<br />T
<br />acRtE - T
<br />(,), amumm OF gER)ES D_nnn• E - $ HM+a STORM''P�SYSTEL! CONSISRNG OF PANEL.+
<br />Edn1. TRAOK.S TOP &
<br />PAHEL5�S1W1 ALWAYS bE CdYNEatEA Tp ;80TTOM 1RACIT OTHERWISE A STOP
<br />�} 911ALL PROYO)FD AT TOP OF SUCH PARELs.
<br />(.)}, IF END PANELS ARE. COTR4� TO �OTT411! TRM�6 OO)INECTWN SWU:L. CaNSIST 4F
<br />frA*•_za,t3/r," M.S, Wr > 5 32 W0� TAtT DR ,/MaAT..JsW/'a- MM. TNUMEISaBEW
<br />INtO TAPPED BOTTOM Tblt OF FASTENERS Y AT EITiIER # TYN
<br />ExTERKIR FIAT FLNiOEX OF wa PAF413,.
<br />(4). IN CASE THAT
<br />END ARE NDf CQNNECTEO TO BOTTOM TRACK tile. A STOP 8AR
<br />IS ONLY USED Ai TOP AT LEAST TM'0 PANES SNN.L. BE CONNECTED ro BOTTOM TRACK
<br />1i51NC SPECS lND1CA ON N11iE {3) ABOVE. IN StIC)1 CASE. OWIIREL'TiON OF PANELS
<br />TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION.
<br />pqlh- [a
<br />(5). SEE SECTION ,', 3' & A' ON SHEET Yt SEE ANCHOR SCHEDULE GI SHEET 25. ,...,..,..
<br />wh
<br />ua., 2724 T'/24 T ® (SEE NOTt
<br />J am
<br />�'f— taFa s1.YlEixPt wlawxT �« °
<br />BO:4T1
<br />AA x 'Ll
<br />At
<br />PANELS
<br />Us
<br />END PANEL`2S ONE INTERIOR PANEL
<br />BE I FOR THIS
<br />PAMEL) HAVE
<br />N. S
<br />END P/MELS)
<br />18" !' LAST T•M/EL�' TO 8E INSTALLED AT FAPH
<br />oPowc AttwYs 8E t/f• MPc REAR ARtNQ
<br />M)RMOiGRU
<br />_ �
<br />STRUCTURL-
<br />W N
<br />Vf• 14,c GAP -Iv
<br />'SEG7`IiN+t 6-�I ''�'�T 101
<br />A� : IFA4E 3rJ3" w a^
<br />(i): 1HdINEllON.11F :.ERIF9. tmKE E - Z HARD STQitM PANEL SYSTEM CON5SIMQO OF PANEL 4
<br />��t. TRACKS AT & PANELMATEPLVs OR� ts• LONG
<br />zVAT BaTTDM WrataMATEa
<br />($). nWMlRs+ctEP�TKenED ALWAYS�IUAMI�SNV1"4KWR END
<br />s�'`��w�u/���-s�As
<br />ON {J), FOR CASKS WHEN ENO PANELS /6FE 1%EJOIN2Y Wf SS" LONG , • AT
<br />�9HAL
<br />OM 8UT
<br />5 ARE PK)T � TD 8O,1OM TRACK •STOP BAR
<br />L SE PROVIDED AT TOP OF S1Xx1 PANELS,
<br />{f): FOR NiSTAtLATI0N5 WHEN ENa PANELS AND SOME PANELS
<br />PANELS ATE dRECiLY
<br />MWMt/On TPANEIl41TESYfO S S&tRKM ON ELEVATIOPI NM�K3�1 2�
<br />NOT, NEED 14 � CONNECTED TTOT>�,�BY MEMO. 7�RACK � INSTALLED
<br />D�lEIR �OVERIAPS RETAINED � LEFT # Rgt11" SK✓£ #
<br />j1/4
<br />CD
<br />RMVM L
<br />IN51A! t�,bTIdN DETAILS .,EM
<br />INTO EXISTING P.QUREQ
<br />,,,,,,
<br />{?RTION J2 FOR FE S,�',�1[
<br />CONCRETE OR CONCRETE
<br />STORM PANEL
<br />BLOCK STRUCTURES
<br />$j51`kt
<br />SEE SWEET 1• ! m TOA +YICdi6AS TYPE !
<br />/IwaRTYRE
<br />r
<br />9ecai
<br />s
<br />T/'!
<br />mAaxO FOR YSIUI,IiQN€ INTO WOW
<br />M A,Ialal � )
<br />a
<br />a
<br />RPNE IXAtpIlIP.
<br />IQAAIAI ANCIgR �ALMra� Aln LPIMAAd
<br />410[ 06AINL`EAAE PARWTE6IXi ri8i _.
<br />'aa.Psnuc Cmsaw PIJ
<br />a
<br />a
<br />a
<br />a,Ja
<br />2CIIFbIAt FOR EO. LPsS i101N. PASTED: LN
<br />LAC RFMAY ANG11�- 8Y
<br />MGLMLITN6 SPACWO SHOWN ON 9pMD1AE
<br />lA,a wml acre Y UN
<br />A4RM. MAL tQIIQ
<br />6r ,HE laumnQ -FaR TN$'
<br />a+rawxl t¢
<br />, ,rr
<br />A 1/r •^..
<br />-.--�----^�-.
<br />•.
<br />•'
<br />sla1Ca16 OBTAYISLI USMG 1`ALTOP SHML NaT
<br />AE I.�S 11MM1wNMUM StMCALC d{OAStPM,
<br />POP FA�pI.ANCNpA Tiia Tx) T1k5 MaY�Ai
<br />- �,
<br />1.De
<br />,,Ce
<br />....,-_ _ -..
<br />ai
<br />-
<br />IddfES: VALID F--jNAltfi 3't'LiiY PANEL SYSTEM
<br />-, E-t HANG -STORM PANEL SHOWN ON T1� PRODIK:t EVMAMTIDN DOOtJMENT (P:ED,) tMS BEEN VERIFIED FOR. C01:�tAMOE. # B.I) MINIMUM &ii@EpM@NT # TAPCON ANCHORS AND PANELANTE fE'IEALE R) & PANELMATE PLUS MJlT7 CONCRETE
<br />ACCORDANCE WITH THE zaza (71h LDITWN) OF 'THE FLORIDA BIALTANG COOS BLOCK s11Att 8E , 1/s".
<br />DES" WING LDACS sw4.l. !>E AS PER SECTIOR 1620 OF THE ABOYi. Tr1EMiaNCa COPE•, B.Z) ABNIMUM EtABEaMENT OF tr*"'! R xr@GLK'-q't ANCHIXLS 9HAlt..6E Is x/a^ iH1O CONCRETE:
<br />FOR A WING pEEa AS RECUINEp 91` +1tRtiSpiCTLaN WHERE '�E 31'R711ER$ WII1. �E )NSTAL(£D�' ANO NO EMBEaMENT MTa ARY flNISH MATERfAL HNAI,L 8E pFAhN'CtEa,
<br />FOR A WR£CTtaPt§ ALM 15lCTaR Kd►6.8S A x-is ANa NaT E)LCEEa THE AWLRMUM ('A5.0) 1J�' +1•`2a SS S�wM.N BpL.T5 uSEa' SHALL BE LONG EP661ROt{SHauliD M1Y'. FlN�FI.MATERIAL EXpi�l.. Ta
<br />pE5#G?i PRFSSLIRE lkA7)NOS II+DIOItiED ON SHEETS 25 d 26:: ENGAGE 3J6^ INTO ANCHORS.
<br />Mt ORDER TO YEFMFY 7tiE A80vE Ct#tORtON, IN,THNTE llE590N YRNO ILl4DS pETERMMlEO PER ASCE 7-18
<br />SMALL 8E FIRST RI:DUGLV TO A,wp. DESIGt-I Lt'dA0581''MULTaeI.YPJO THEM Ft O.6 IN ORDER TO a3) W CISE THAT PRECAST STONE, OP." CONCRETE PANELS � FOUND ON THE E7r;I5TtNa WALL,.
<br />TO COMPARE T1{ESE Wr MAY. TAS,D) aESMIN ARESSURE
<br />$A71NG5 INDICATED ON SHEETS g3 d YB... AtJO1WR5 51NLL RE LTRIS ENOUGH TO f1FA0H T1S: VAIN STRUCTURE BENMiO'SUCH PANELS. ANCHORAGE:
<br />SHALANCHORS L � AS 1MENTIORED Mt 8,1) AND MI 8.7).
<br />IN ORDER TO VERITY 7NAT COMPONENTS AND ON THIS P,E.a, AS TESTED HERE i+qt AVER STRiSSfT1; A INCREASE
<br />IN ALLOWABLE STRESS POR WING idMd75 WAS T�L USEOIN. THEIR ANALYSIS. FASTENERS SPACING TO M'0W HAS :6CEYJ
<br />DETERMINED IN ACCORDANCE WitF1 N,O.S. 2pt5, (C) ANCHORS SHALL � INSTALLED fO{AOWWC N.,L # TIM: RFGONMENDATxN95 ANO 5! EGiFIGT10N5 OF THE ANCi)OR'S
<br />MAl1UFACitYtER:
<br />STORM -PANEL'S ADEQUACY FOR IMPAC"f AND €kT1CUE RESISTANCE HAS BEEN YEfLIflEa IN ACCORDANCE MPT14 Si�Kx'1 1828 OF Ti. R SHNl BE 7NE RESPONS98RJ11' OF THE GONTRACfOR Ta YER(FY il# SOUt6)NF35 OF THE STRUCTURE WHERE
<br />THE ABDYE ►IEI'tRONEO CON AS PER FER�TpM TtSTMtG tABORA70RY. INC. REPORT / 2032• AS PROTOCOLS TA5--20i,
<br />T/5-2p2 AND rAS-7tl3. IS ro � ArtAQ1Ep ra Yl�i� PROPER J1}1CHORA6f THLS 51'P1TtER SHALL IX'R.Y ♦'� ATgCHED TO WNCRETE• BLOCK
<br />2 THIS SYSTEM HAS BEEN DESIGIiED TO BE MiSiALLEO ON THE OtASWE OF THE OPENaYO ACCESSMR:. TFW OPETIRIa FROM THE
<br />MSIDE W/0 THE 1bE OF A LADDER OR LIFT. THIS APPLICATION S' VALID WHEN M:151'ALtATION 15 IARENf)® TO BE PERFORM® 12. THE INSTALLATION CONTRACTOR t5 TD SEAL/CAUI.K ALL SHUTTER COMPONENT BOOM WHRSI REMAIN M CONTINUOUS
<br />FROM 7M MSWE # SIRUCillRE. CONTACT WITH THE BUfliQiG TO PREVENT MIINa/RAp7 INTRUSION. CAULA AND SEAL. SHUTTER TRACKS Ml AROUND FELL
<br />LLNGI,i.
<br />}. SERIES iQao INSTALLATION t5 - - AF'PILOABt.E TO SINGLE, AND DOUBLE HUNG STYLE WINDOWS WHENINSTALLATION IS S REOUDiED TO 8E
<br />PERFORMED FROM TttE ItSitlE OF STRt1CtURE, t3. STORM PANEL Rl5TALLATKIN SHALL. COMPLY VWTN SPECS INDICATED M THIS aRAWMC PLUS ANY BLIILOtlVO AND 70NMJG
<br />REGULATIONS F'ROVIDEO !Ft THE JUNSOICTION WHERE PFIiLIR I5. APPLIED T11.
<br />A. SERIES 2000 [INSTALLATION 6 APPLICABLE TO ffiDYGLl AND DOUBLE HUNG AND HORIZONTAL SLIDERS STYLE WIA2Y6W5 WHEN
<br />A MSTALlAT10N. S REQUIRED ro �' PERFORMED :INSIDE OF ST 14, ATRIUM IMNDOMS wG. E - 2 H - STORM PT1 THE RLA:il1RE. AND-DdORS, HANG PANEL S1'SiELITM IS PATT:NF PttAOEYO
<br />5. ALL ALUMINUM EK,RUSTpN`,S TO BE 8pM3 YM ALLOY AND TEMPER, (UNLESS OTHERWISE NOTED) ,5. (!) THIS PRgDUCT LYAtiUARON t?OCUMENf (P.E:D.) PREPARED EA' VMS EIYOMNtR IS GENERIC AND DOES NOT PROAOE
<br />INFORMATION FdT.A SITE SPECIFIC PROJECT; 3.t, WHERE THE SITE CONDITIONS 4EWTE FROM THE P_E:D:
<br />S. ALL AILMOpRMiN SHEET METAL USED A7 CLCsURES SHALL !(AYE 3505-H14 ALLOY.
<br />{tr) CONTRACTOR TO 8E RESPONSIBLE. FOR THE SELECTION. PURCHASE AND R155SALLA'RaN INOLUDIMa LIFE SAFEFY OF
<br />x• ALL STEEL SHEET METAL PANfiJ.S ft1MY$ HAVE STRUCTURAL QUALM SIEEi.. ASTM A-683 GRACE $D MIA,GAUWaW . STEEL: TH15 PRODUCT BASED ON THIS PE•D, PROvhOEO HEfSHE paES NOT DENATE FROM SIZE CONDRION$ DETMLEO ON
<br />DE5IIMNTg14 WJFy= 8M.5 bl (AFTER ROLLED}. THIS DOCYMIENY. RUCROR SAFETY AT :A71i 15 T}''� CON'i1tACTOR'S RESPONSIMUtY..
<br />a ALL SCREWS TO BE STMNLESS :STEEL XMI tSA. ATIT NS, SERIFS OR CORROSION.. RESISTANT CWTEO N SC'EE#:, AS PER DIN (D) THIS PROtxlCT LVtiUATWN tX)CUMENi WRL BE Cat/SWERED. INVALRI M' M0[MF)EA
<br />SODIS w' S bl. T _1 i. / p YR:La SiRENG H MIO MO ED TENSDk S'tt;ENC#TN #SHAG. COMPLY Wr FL1tRIDA, HUR.alNG CODE. SEC'DOTI. 241 i.}.3. (M) SITE 9PECIRC PRQIEOT5 SHAG. � PREPARED BY A FLORIDA REED TtNGMIEER OR ARCHITECT wHxH WILTHIS L
<br />9, BOLTS ro BE ASTM A-307 GM.NANIEEO 9PEET: OR AS 3O4 SERIES STMMlE55 STEEL. WITH 30 tnl MN6MLRf YIELD STRE.tW;T)1: BECOME 71� ttiiOilliER # REC4R0 (E.a,R.) FOR THE PRQIECT AND WHO WILL 1TE RESPOI'ISIEA.E fOR T1iE PRTIPER
<br />10. ANCHORS TO WALL SHALT. BE AS FOLLOWS: St�iR11rt#TiIE LATTER ilk# SRFSPECIFIC TNt+1�WR 6 AFCR�RL�VIE�W ENC,dIVEER TD THE P:�a, ENGINEER. $RAG_
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<br />(a) i1U5 P,E.p, SHALL BFAiT THE DATE AND ORNiWAt SEAL AND SKMLtTUFff OF THE PROFESSIONAL ENDINEER Of
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<br />- 1/f• e % 7/3" CALK -IN ANCHORS, As MANUFACTURED BY UflYALr INC. (MIN. re=ipa6 P.s.LJ 10. STORM PNfEi. WNUFACTURf#t'S LABEL SILq:L RE LpCitiEO ON A Rf�1WlY VSIRLE LOCATION AT STORM PANEL IN
<br />- /14-10 PANELMATE FEMALE IQ W PANEL1AATi' PLUS ANCHORS, M MANUFAC[UREO <87 19.00 � PRODUCTS. ACCORDANCE. WITH SECTION 1708.e.3 # FLORIDA BUILDING COS. tk>E LABEL SMALL BE PUS FOR EVERY OPENING
<br />(rt=d3S0 P,i.l,) IIBEGARi TO COMPLY WITH SECTION ,7OM.®,2 of THE FLORIDA BUttLMIG CODE.
<br />AA) MINIMUM FAIBEOMEM OF TAPLXNt AtlCtlaiii Mlla POURED CONCRETE SMALL BET 3f4• AND 1' T� PANEt:IATE
<br />FEMALE W h PANELMATE PLUS.
<br />AY) MINOAUM 'EAIBEDTJFTTT aF t f4$ X Tf6• CALK -.It# ANCHORS SHALL BE Li T/6" INTO CONCRETE. TIO `ENBEOMENT
<br />ANY fTNLR11 MATlRNL'StNL1 � PERAMTTEn.
<br />,/4" 0-20 SS SKTLWA41f 864T5 USED SMALL BE LOnO ENOUOFI(SHOULD ANY fMM549 MATERAtl, EXIST) TO ENGAGE
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