|
�, MAX.
<br />- �'-w"�� (s¢ sErna'S ON sN¢rs 1T 'e. 'sus 20)----- INSTALLATION - - - N I INSTALLATION DETAILS FOR OPTION jl2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />,• MIN. (MIN/tf, 4/17, a g, �307. 7wh• a 6w/w T' _ INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1114• TAPCON ANCHORS -.._ 1/4' TAPCON ANCHORS /(4• TAPCON ANCHORS f4' TAPCON ANi1dNS
<br />N B'O.C. O B•O.C. •9'O.C. 4,
<br />9'O.C.
<br />POSITED CONCRETE POOLED CONCRETE � PpUlIEO CONCRETE POURED CONCRETE OR CONCRETE OR CONCRETE OR POURED
<br />REAL ONCRE �1 `\ 1'/4 POURED
<br />CONEE �1� ,'!. UIR CONCRETE
<br />�11 I'/4 BPOURI CONCRETE
<br />Fi! \` 1/4.
<br />I ., I I I .EAR --) EU• \ T t EGs T l E-0• \ �T
<br />:01 eR� 10 I 1 j � 4 r.J ae� 4 . z \\ ® i';'�:. \ t:aNT. 1 • `+ \ £aNr. � \ �DNr.
<br />' MCIAM saRY PNu I urt wEd� Prix '�:}.a AiYa I . • " Ca+T. `^ " �. •� 1 ">'..�: \..
<br />anYAI , m
<br />A �` I • A r�
<br />j , 4L-x. Si r6. p tp tp (r� NAG
<br />�AAHiXn•.. 3/3T` } t-� -,:- -� -- •I �-�- ii PANEL LENGTH EXISTI♦I�,N'L 961 � �d EX6+tM'iJ �d oasnr6,._j � �a
<br />__� (SEE SCHEDULE)
<br />�
<br />i
<br />• t w A 'ti
<br />tl
<br />f _ - ji) Nd16RY M 6f$ I T. Yy3a/�y•Y•/ , _ t7i ,7. YS r/ ,/fw
<br />..,- PAMf1 60TIa1 �Comm , I V nWW a'WwM • � t_-_�- � V I � �� • �.. .-.� j JJ11 _
<br />i V
<br />,
<br />T- I
<br />3' MAX 3A/t7, yn7. 6A/wtaaeA.- Ii YA a MFT • R9f nYe T, 4B/». 61y+8 3' MU ,
<br />,• MIN. 6AW'l+s. 7Aw/,e B 6AW/m w/t9. 7w/19 6 (Iw/m ,- INN.
<br />ANCHORS (SEE SECT,ONS ON SHEETS 17, 18, ,9 ! 20) - - 1 `CD
<br />OPTION � FOR LIFE SAFETY STORM PANELC1i ELEVATION E.°• (- � E°.
<br />E.Q ED SCALE 3/16--l-
<br />;
<br />i
<br />• ,rx W YRtKi W!r WASHER
<br />! ,/ T
<br />--'4'Ss. Y.£ N '12 J i `,
<br />'O°A® OWLowfi inE ■GMAT O OaR� -� ® -. ®�7�. 1- %e'A~.,s/ii/` NUT "YYSHER
<br />. q.n ,is _•.... rWK .:.t Canl. v71ro a 32 "HIND Cenl. NU,�•MA•$113E/RJ ((R"NCD) • 12 1 O.C. )
<br />1 2' D.C..
<br />Mu • > '. ', L. ' ,',- TAPCON ANCHORS _ / r rnvca+ AR71Dfl5 --- - 4 ""C'�
<br />4 (STA1/2'GGERED
<br />O.C. �{ SERE O.C. �4 1/L• TAPCON
<br />w 4 1
<br />NYYAiOOLY _...POURED CONCRETE "! SPA) -. POURED CONCRETE "! SfUD _ -POURED CONCRETE _ P.OURED CONCRETE/2' O.C.
<br />OR CONCRETE BLOCK OR CONCRETE BLOCK OR CONCRETE BLOCK OR CONCRETE BLOCK
<br />SECTION A -A WALL REQUIRED
<br />ou nNG N�TAuwum WALL ND1!° DIRLNG INSTALLATM REQUIRED
<br />�01w1D
<br />SCALE 3/16•-1• SECTION 38 SECTION V Mil
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (Rs.f� AND ��a T/k O LIFE SAFELY PANEL O REGULAR PANEL O UFSAFETY PANEL
<br />SnuE 3/6'-,S
<br />SCALE 3/s•-1' SCALE 3/e•.,' S' CALE 3/6'-,.
<br />CORRESPONDING MAXIMUM PANEL LENGTH RLN SCHEDULE sa13`:' uCENASF'' SEEw,tET Is 20 FOR AKCRRS FynaSPACING AICIq 11R
<br />i : • No. 44167 - NINE 9wFOR M�AUTXrR rro RDoo M..NNNR ww 9.) E -- p 4�i P T I ((/l
<br />:*-
<br />c FLORIDABUILDING CODE(High V61oel Hurricane Zone) 9CD�iEpAI�E FOR EJX. Arm u�wN�Ycrwrm ION • wr�i � � 3 P�: �GENSF � y
<br />:LW,�,„ ew � F FLORIDA BUILDING CODE (High VelocityNurr
<br />MAXIMUM AS.D. Max. PANEL LENGTH SaEOLAt ItmucE ANCHOR SPACING 9,
<br />DESIGN PRESSURE L (ft.) MINIMUM SEPARATION PANEL ss O.c••.!i0R101' ; •' 4G oas�o n16°''"c 20 GAGE GALVAM2E0 STEEL STORM PANEL 'P' NNATITiY•1G s•AcwG aHueN oN sNxdAE A,A10. Li AeK 911EBW RwtaHWl = ;• 1iG.FTE
<br />nTTso' "` 20 GALE GALVAINZED STEEL STORM PANEL
<br />RATING (P.B.fJ (SEE SECTIONS) TO GLASS CONDITION ••..... '' \� p1NMN I" BY THE REDUCED GlO8A1 PROTECTION PRODUCTS. LAC. K nVPVICPMC0°`w"�D,..USNO IBLEN"1dUTfDT -- ?� BAL PROTECTION PRODUCTS, .Hem iTL Bt „TRFET rat FAa A,ATOR iVPE ox T16 SCH1m1AE 7 �: / ' 'CO1MC. CLO+55.0, -72.0 B'-t3' 2 3/4' UNBOLTED �i/ - 'O''.�i s111EMORE. ti Jssu y ,n. _ y� .(• ONW. n w,rrc (Ra)RM-e,v7 20-176 Ff Nw R i N...aY.YYPa rt a,. PI,w4: (N1,)w->w6, rrc: �5":arl _ rAlEll!., PL rr-w Ian aPLiSR'x., PL n-w
<br />WEE7 a NW x n*MM At. If 441
<br />INSTALLATION
<br />DETAILS FOR OPTION /2 FOR LIFE SAFETY
<br />INTO EXISTING WOOD STRUCTURES
<br />STORM PANEL SYSTEM
<br />'�jl NODD HwAOEx
<br />/. ii � 1RWR[D
<br />..
<br />�II, N7O0 HIEApETR i -" I�
<br />I 'REOUREo j j
<br />wdXo HIEAOEw � WOw LEADER
<br />'-REOu6KA ly = FEOVIRED
<br />1/4'P TAPCON N 6' O.C.
<br />i
<br />__ 1/4'P TMCON s 6' O.C.
<br />1/,Y 7APCON N 6' O.C. _ 1/,'P UPCOY B 6' O.C.
<br />' I' PEMfMT10N AT MOOD
<br />lT/I 1/2- MIN, THREADED
<br />� PENETRATION AT W000 'I
<br />lP/I 1/Y Met. TIRU:OED 1/2' YIN. TNREAOED
<br />PENETRATION AT W00 PEllRA1ON AT WOOD
<br />HEADER
<br />I
<br />H1D10FR
<br />HE/AL
<br />LEADEN HEADER
<br />I
<br />H
<br />. f'.
<br />2'
<br />�
<br />YIN.
<br />IILI
<br />i
<br />(_
<br />Fart.
<br />O
<br />usltNe Y,A erfrl,t•RON )
<br />'L- Nm. CLASS fSIZ E
<br />PANEL LENGTH � oK wm ,ry 1• ,_
<br />ossTrNe � Ra 6DYAA,WK
<br />YIN. t9As5~ ORE ICHICAE
<br />PANE LEMGiH a leaET ,n
<br />i (SEE NOTE 1 RELONq
<br />i PANEL LENGTH
<br />i•
<br />(SEE NOTE I DELON)
<br />E1I57ING Yh fOAMTIPI
<br />p,� m tttMP )
<br />to
<br />'
<br />i
<br />I
<br />_
<br />1/a•P-M t'
<br />S.S. N5. w/
<br />7 ..3 37'
<br />E051YLG wn. ,>PA1,N10K
<br />tAAss _
<br />-:. _ -_ o. _. _ (SEE lO7E I BEOW) CAS
<br />• a�N 9so =,f1
<br />, •. P""M LENGTH
<br />' t
<br />(m
<br />_ 777 ":. - _: •1. (SEE NOTE I RQON)
<br />1/4•0-2011'__ 7 '
<br />Y.S. r f '----
<br />'
<br />NAO NUT
<br />V
<br />� I
<br />', }
<br />_.
<br />'sTMi�101�i
<br />MH4RMl _... _
<br />•
<br />MONTRA OF PLATE ,
<br />i
<br />Cali.
<br />f
<br />i __.COAT. EO. H _-�
<br />L `
<br />�'
<br />_I
<br />- 7/RYv3/32' `N,NG NUE "/ `. t/!'►-M.JI,'SS. M S. W/
<br />L_ MUT
<br />7/6'.. 3/32' WING ,Ali
<br />>�'s . J/]2' WINO
<br />WASHIEF O 12 1 O.C.
<br />/2' MASHER (BLYONO)
<br />WASHER( (BEYOND)
<br />MASER • t2 1/2' O.C.
<br />NUT wA5HQ1 (RE,UHD) -
<br />'
<br />�4Y 7APCOK • B' O.C.
<br />t'4Y UPCON • R' OC
<br />' 1J4'. TMCON • 6' O.C.
<br />(STAB N/ STUD)
<br />M f 1
<br />. -
<br />THRADED
<br />TANADED
<br />M
<br />710A AT IPDNIDM I
<br />OF PLATE ._ �_•).-•tea
<br />- - .
<br />OF rziq
<br />a+ X AAT
<br />PLATE , _
<br />�nRmwOoo PLATE�e" woao PUTS
<br />2 x4• N000 Purz
<br />�O�D
<br />` .
<br />_ _. - _2'F�' w0°° PLATE
<br />REQV9RD
<br />��A7�W O���P��
<br />WALL MOUNTING MCQUAMN
<br />WALL MOUNTING INSTALLATION
<br />Al•�•��p�YF���H�ApA� GAW
<br />WALL MOUNTING
<br />I
<br />SCALE 3/6'-+•
<br />O LIFE SAFL'TY PANELP m
<br />����E_
<br />O R�,•jr PAWL
<br />4��P��
<br />�������
<br />ScuE 31-1 `
<br />,
<br />SCALE 3/e•-1'
<br />SCALE
<br />N,,,IYI
<br />S/B•-,' 71L(/l✓
<br />�'
<br />?�'•.`CENS�E
<br />�:' • J
<br />FLORNIA BUILDING COOS (High Velocity NuMwna
<br />I. YNSTALUTIab ARE any VALID FDA BUILDINGS WITH AS O.
<br />PANEL'S
<br />DESIGN LOADS
<br />� S
<br />eemP ntom.
<br />W TO ,55.5. -72.0 PSF AND tD41H1 UP W 6•-6•.
<br />No. 4
<br />PANEL
<br />20 cA(x GALVANIZED STEEL STORY IM,
<br />z. FOR NEW WOOD MINE CornTRLNDTICu: WOOD AR7MER5 70
<br />SOUTHERNBE SOUTHERN
<br />21
<br />-->
<br />PINE N0. 2. W/ SPECIFIC DENSITY a tA 0.55 ON EOL
<br />=*�'. ST
<br />/ „T�. A \4011M PROTECTION PRODUCTS, LAC. 07 0
<br />COMPONENTS FOR SERIES 2000 do 1000 E-Z HANG STORM PANELS
<br />(SCALE 1/2-17
<br />15.106' (TOTAL WIDTH) - --- - - - - -- - - - 2..591
<br />-- --- - - -- 12.500' (EFFECTIVE worth)
<br />-----/.350•-- - t.J30'-- \.SOD'
<br />Ym
<br />460. . 2657' 0.036' AN.NICK HEMMED �' J.500' 22s4•
<br />y,, ! I 0ALwmm STEEL EDGE 1'Lti
<br />2.000' .2'C /' ' I TYP- A51Y A-853
<br />. HREM� 50 YGRAMGRAMINIMUM0[TAE fA_I / * ,
<br />.� G-W GALV. +_
<br />-- - - --------- -4a
<br />0 STORY PANEL ( •- - 2470•- -
<br />O RE,Rocce whr TRACK
<br />vANE•s END Lv '
<br />W/ HEMMED EDGE. - .750' -.
<br />Ie4z .2
<br />.- �, us'. h
<br />-Ho,EY2sAEo•0
<br />ISOMETRIC VIEW DETAIL A 2000
<br />ROUNDED CORNER O ENDS OF PANEL'S ---_l
<br />END LIP W/ HEMMED EDGE ( 123' .760'
<br />(N.T.S) ,
<br />O KJ TRAGIC O 1 1 ,ftrtlt
<br />f-.125• 6061-TO Nwn. ALLOY
<br />r
<br />A.
<br />n 750• 056' (Tyoa ��•'uCEN:•:��
<br />N
<br />-1 )._ r ND.44167
<br />_i .:
<br />�--- .750•--- W0,0 RtEt4 TIC.
<br />�3' Mox.--( "$'•.• ATE QF _ : Q
<br />o��SS/
<br />O7 3Nx3w(j(4x.) ALUM. ANGLE ® sioP BARNAr
<br />11' LONG ''N NNNMMH
<br />a. ALIT R f• t•A .�. M
<br />TIIJJT TESTING 6083-T5 Num. ALLOY w..: fA04 m
<br />P[. SFA/9WwTAlE/Mrt 1e
<br />TA-Cwe7,•
<br />WALm A 0 A., P
<br />rtoalo, ue. A 4.,ai
<br />-2.591'- Q.
<br />it--2-250'7 �Jy
<br />11
<br />075•
<br />TyP•
<br />2.500'
<br />2.244-
<br />1 _ I
<br />O3 REVERSED NUw TRACK
<br />2s•
<br />1
<br />2.000'
<br />t _ _ � ., z5•
<br />© 2wx5'( nx.) ALUM. ANGLE
<br />INSTALLATION
<br />DETAILS FOR OPTION
<br />INTO EXISTING
<br />#2 FOR LIFE
<br />WOOD STRUCTURES
<br />SAFETY STORM PANEL SYSTEM
<br />I
<br />1/TAPCON w 6' O.C.
<br />�''.
<br />.__W/1 t//22 MIN. 71RFAOED
<br />PENETRATOIN A7 W000
<br />I
<br />/4•PI 1/2• YIN. THIREADEO
<br />PENETRATION AT WOOD
<br />J!
<br />HEADER
<br />:
<br />i
<br />HEADER
<br />�
<br />WOOD HEADER
<br />REQUITED __.
<br />�._ r' �
<br />:
<br />WOOD HEADER.-.
<br />REOUIRED
<br />I
<br />,Aa YAAIIMOM
<br />.
<br />m scxmuE e1Ass
<br />- (zE
<br />EXb7RIG ,N ]e¢i te)
<br />,r. SpA9TgM
<br />ro CLASS
<br />1- HP..
<br />G1155
<br />' YIN.
<br />EXISTING
<br />pet 3O4 it) -
<br />PANEL LENGTH
<br />, (SEE NOTE 1
<br />BELOW)
<br />- _ _ _
<br />__.___ _..._
<br />1/4•0-20.1• . - .. _
<br />_ _ EL
<br />,, _ PANEL IEACM
<br />(SEE NOTE I BELOW)
<br />CLASS
<br />S.S. Y.S. W/ .. -
<br />_ _ -._
<br />L
<br />UT
<br />E0.
<br />EO. -
<br />E0.
<br />2•.4' W000 PLATE
<br />a 3/32- KING NUT
<br />2-.4' 1MDOD PULE .� N) NUT
<br />REOLARED
<br />-
<br />WASH
<br />MASHER N 6 1/4. O.C.
<br />REQUITED
<br />WASHER (BEYOND)
<br />O
<br />WASHER • (BEYOND)
<br />114-ID PMNELATE PLUS
<br />I I -
<br />/1a-10
<br />PANETANTE
<br />• 6 1/4' O.C. w/1 7/!'
<br />-
<br />• 6 1/4. O.C. w t T/6
<br />7MREADED
<br />YM. THREADED PENETRATION
<br />AT MIDWIpTN OF PUrz :.�
<br />_
<br />MIN. 110N
<br />AT MfOWIDM OF PULE
<br />WALL YouNnNc
<br />ALTEFINATIYE
<br />O
<br />INsrAUAnoN
<br />8AW
<br />REGULAR PANEL
<br />A,IRNINNbI,H
<br />4A�P N. TIT[ T
<br />WALL MouNnNc INSTALLATION
<br />O UFE SAFETY PANEL
<br />SCALE 3/8•-1'
<br />qE,,......, 1
<br />v
<br />•'�9
<br />SCALE 3/8--1'
<br />SF
<br />FLORIDA
<br />BUILDING CODE (High WbeiR Hu
<br />"no Zone
<br />LGTES
<br />:• ido 44167
<br />•'�_-
<br />°°°'° TM'°°°•'K'
<br />20 GAGE GALVANIZED STEEL STORY PAlIEt
<br />I1W.w er:
<br />1. N15TALLATONS ARE ONLY VALID FOR BUH1o81G5 WITH AS.D. DESIGN LOADS
<br />1. IS +55.5, -72.0 PST TURD PANELS DPM ITUP ro 6'-6'.
<br />s * : - - _
<br />MOM PROTECTION PRODUCTS,
<br />m/x/mo
<br />2. FOR NEW Wood rRAE coNsr9ucrtoN: wood MEMBERS
<br />To BE SOUTHERN
<br />- •o•. S AXE����_
<br />''.90'•
<br />`?'�/ ' � E C O INC.
<br />LAC.
<br />•eon L■. e,
<br />ORtE
<br />PINE 40, 2, W/ SPECIM DENSITY OF GAS OR EQUAL
<br />DR,D�'xr
<br />GN` •'.•
<br />AI"'AIM
<br />AM•
<br />314
<br />CAW. R. 3J7„
<br />AIDE (.N)kNP-iNU, Fqt: (e6•)•!-6qT
<br />20-1 76
<br />n >EAV9mADAlE/lavE
<br />WALTmtA n-00wr,a_ Pt I
<br />Hf
<br />J'/24 t
<br />W/ OR W/oeeEMort2MCA"MCA"1'/24 (SEE KITE 2 0040) 3• ,y,. 2'I24 1'/24 10 AT z 8 (6¢ Mort P Mnwy
<br />r4'/24�
<br />ra N MWEI A,MC,OI6: s¢
<br />. EIOH rlkt Km
<br />OF
<br />RX SOC'TIGN S d �P[RwOx Yo- '' �I" (SE Swome U[ W 91EET 26) - " I' IW '
<br />PA)rl ,a,• �. ))
<br />-t-
<br />•I •i
<br />a i l I I I I
<br />I
<br />_ _L '.,
<br />T fOC PALLED) • ,.. (Inc" Prd) (AIIFAgR PANEL (MObOn PANG) .!-y� T-T-i'�-Tl 60 X 7' .Y: +r r [��� _ _ - y-.--r.-. 60
<br />J I I�� I i '. 101D IMKELI LEND PANEL) (PNIENOIt WIPED) � PONE 2.(9NPAAEL) (EKD PAN6)T�
<br />TEE NOTE 2 ]. , BDaM I I 9Q KOR 2. ].. KOOr ,.. KDIE Z. 3.. BELOW , ,I 6EE KDtE 2. , BELOr
<br />I
<br />i I I' i
<br />f
<br />• •
<br />•I
<br />I , �•i LOUT®PArELS N�-
<br />I
<br />I I
<br />•,
<br />•L•
<br />• i I t I t i' 1 40 4 L -Tj- 1 o z
<br />1
<br />,
<br />• - • • • • •
<br />..- • PANEL ALIT (ryPa
<br />L3 SEE SS•EEEE
<br />-.- ra CONCRETE ANCHORS, S[E KLp 3'!-.~ MAY 6E LOCATED •'-,2•-•• - -
<br />- rz LOCATION
<br />M3- NOTE 4 BELOW Ym T
<br />sonvo E 0K SHEET PANE73)
<br />25: roo wm 91'e T pIp ,• Mn t• tp� AT DND �Y 1/Y , 1/2' EW
<br />sa xtllaNc am litF[t x MFAIM
<br />Hun J
<br />• � UST PANEL , TO BE NSTALID AT EACH
<br />LfST PINE TO K NSTALID At EACH OPENING ALWAYS 8E PROOCED N/
<br />WAYS
<br />FACILITATE Tal �nMM ToKA�Arz� � roK
<br />TYPICAL ELEVATION FOR SERIES 2000 IRAK°PONMGEMwu ro
<br />E-Z HANG STORY PANEL Ct) SYSTEM K NTENDE° TO eE NSTALLED FROM KM OF STRUCTURE
<br />- E-Z HANG STOP EL SYSTEM
<br />BONr P, - 1 PNsmE OF S1RUCI R E
<br />s
<br />I.,,.• Atn. rx -,,/,- INe.. DAP �,/r NK.. cAP ,,.• Kkc DAP-i--
<br />I
<br />-
<br />� aH©W(aBWro©•� 1 2
<br />SECTION B-BB-B
<br />SECTION A_AAC
<br />fGwZ 3/3S - t' /�,([j : BONE 3/59' - 1•
<br />(1), DEFINITION OF SPACES I000; E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL +
<br />liGlFi.. �nl S AT MELWTE PLUS OR 15• LONG
<br />Ai BOTTOM W/ PANELMATES.
<br />(1). DEFINITION OF SERIES 2000: E - 2 NAIAG STORY PANEL SYSTEM CONSISTING OF PANEL +
<br />(2). END PAWLS SWU ALWAYS BE CONNECTED 10 E)O,j11ND SILL WALL Br' MEANS Of
<br />Cm1 TRACKS TOP R BOTTOM. PNELYATES OR, IF USFD NTI,Y W/ 15• LONG "R�)1 TRACK AT 80ROM. END PANELS
<br />(2). fjND PANE15 STALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR SHALL BE CONNECTED TO 2 W/ 1/4Y-20Y3/4 5. W/ 7/ ' J/]2•
<br />BU STALL BE PROVIDED At TOP OF SUCH PANELS. WING NER OR 1/4'F20.3 Yfn. YMUMDSCREW tid TAPPED [(EXCEPT AS
<br />(S). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHALL CONSIST Of DESCRIBED ON NOTE (3) ELOW).
<br />THUMBSCREW
<br />7/4'.-20x3/4• TO W/ 7/B'H3/32' WIND NUT OR 1MAY BE ,.' WinEITHER (3). FOR CASES WHEN END PANELS ARE USE JOINTLY W/ 15' TONG TRAC�L(•C2l AT
<br />INTO TAPPED BOTTOM TRACK LOCATION ai FASTENERS MAY BE AT ERNEA of TWO
<br />END PANELS ARE NOT CONNECTED TO BORON TRACK STOP BAR
<br />X
<br />IXTERIOR FLAT FLANGES OF END PANE(_ (grTOMBUT (�
<br />BE AT ADP SUCH PANELS.
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRA6CHALL
<br />ONSWPROVIDED
<br />N
<br />(i.e.pTO A STOP BRA (4). FOR TED T Al XTS WHEN W PANELS ILO SAME ELMATE PANES ARETER DIRECTLYA14E
<br />U ONLY USED AT TOP AT LEAST i(3) PANELS SHALL BE CONNECTED TO BOTTOM P TRACK MAY BED TO EXO JOWLY
<br />SILL WALL YEWS TT MATTA64iZ ONE INTERIOR TRACK
<br />USING SPECS INDICATEDON NOTE (3) ABOVE. IN SIGN CASE, CONNECTION OF PANELS MAY BE USED JOINTLY W/ TRACK AT BOTTOM ATTN]R/G BOTTOM 1RACK TO WALL
<br />PTO
<br />TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. W/ TWO PANELANTES FOLLOWING SHOWN ON ELEVATION AND W 3 1/2•
<br />(5), SEE SECTION 1'. 3' t 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. YR. EDGE DISTANCE. FOR TNS CASj, PANEL USED Y W% D6E5
<br />%%GR
<br />M11101 N07 NEED TO BE CONNECTFD 70 (T2N)E BY Arn MEANS. TRACK SIYLL INSTALLED
<br />A• Ti( SUCH THAT ADJACENT PANELS LEFT B RIGHT SIDE Oi PANEL) HAVE
<br />IAA
<br />g ••<<G,,... Ll✓ THEIR OVERLAPS RETAINED BY �.
<br />sTy�; \CFAs '•� '' FLORIDA BUILDING CODE (High VolociftyNurricone Zone)
<br />:. N0.4 167 '• i Omn1�, RS. ZO GAGE GALVANIZED STEEL STORM PANELrP_
<br />OR:WC1 Br
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<br />OPTION #2 FOR LIFE SAFETY STORM
<br />PANEL SYSTEM
<br />INTO EXISTING
<br />1(4• TAPCDN ANCHORS
<br />POURED
<br />CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />AN
<br />1(4• TAPCON CHORS
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<br />WALL MOUNTING INSTALLATION
<br />SECTION 58
<br />O LIFE SAFETY PANEL
<br />SCALE 3/B'-1-
<br />CODE (,Rah Velocity Hurricane
<br />N'xRIFRAIVALID STOW PAINIEL NnlertrM
<br />1. E-Z RANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPUANCE IN 8.,) MINIMUM EMBEOMEW OF TAPCON ANCHORS AND PANELMATE FEMALE ID At PANOXATE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE, BLOCK WALL BE 1 1/4•.
<br />DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED CODE, 0.2) MRMALOA EMBEDMENT OF 1/4.0 X 7/6- CAUL -IN ANCHORS SHALL BE IS 7/8' wT0 CONCRETE.
<br />FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT KID ANY FINISH MATERIAL SHALL BE PERMITTED.
<br />FORA Ct F 7-1 ORE ONAL.fTY ACTOR KO-0.85. USING ASCE 8 AND SHALL NOT EXCEED THE MAXIMUM A . . s-20
<br />SIDEWALK BOLTS USE N / D SHWA BE LONG ENOUGH SHOO ANY TIN
<br />ENOUGH(SHOULD ISM MATERIAL EXIST) 70
<br />*I
<br />pE51(•N PRESSURE RATINGS INDICATED ON SNEEIS 23 & 26. ENCJ,GE 3/4' INTO ANCHORS.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16
<br />SHALL BE FIRST REDUCED TO AS.D. DESIGN WND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO B.3) M CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL,
<br />TO COMPARE THESE W/ MAX. (AS.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 k 26. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE
<br />SHALL BE AS MENTIONED IN 8.1) AND N 0.2).
<br />IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE
<br />IN ALLOWABLE STRESS FOR WIND LOADS WAS RM USED IN THEW ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN
<br />DETERMINED IN ACCORDANCE WITH N.D.S. 2015. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S
<br />MANUFACTURER.
<br />STORM PANEL'S ADEOUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT / 2032. AS PROTOCOLS TAS-201. 11 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />TAS-202 AND TAS-203. IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER BALL ONLY BE ATTACHED TO CONCRETE. BLOCK
<br />OR WOOD 2. INK SYSTEM HAS BEEN OESIOAED TO BE INSTALLED ON THE OUTSIDEOFTHE OPENING ACCESSING 71R OPENING FROM THE FRAME BUILDINGS.
<br />INSIDE W/O THE USE OF A LADDER OR LIFT. THIS APPLICATION IS VALID WHEN INSTALLATION R INTENDED TO BE PERFORMED 12. THE INSTALLATION CONTRACTOR 15 TO SEAL/CAULK ALL SHUTTER COPONEW EDGES WHICH REMAIN IN CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUMwG 10 PREVENT W,ND/RNN INTRUSION. CAULK AND SEAL SHUTTER TRACKS AL AROUND FULL
<br />LENGTH.
<br />3. SERIES 1000 INSTALLATION 5 APPLKABLE 1b SINCLL AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALIATON is REQUIRED r0 BE
<br />PERFORMED FROM THE INSIDE OF STRUCTURE 13, STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING
<br />4, SERIES 1000 INSTALLATION 15 APPLICABLE APP•F TO SINGLE AND DOUBLE HUNG AND HORIZONTAL A:DERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPUEiD TO.
<br />INSTALLATION is REOLRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14. AMN WINDOWS AND DOORS, INC. E - Z HANG STORM PANEL SYSTEM• IS PIU@R PDOBID,
<br />5- ALL ALUMINUM EXTRUSIONS TO BE W63-TS ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE
<br />INFORMATION FOR A SITE SPECIFIC PROJECT; I... WHERE THE SITE CONDITIONS DEVATE FROM THE P.E.D.
<br />6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-1114 ALLOY.
<br />(b) CONTRACTOR TO SHE RESPONSIBLE FOR THE SELECTION. PURCHASE AMD INSTALLATION INCLUDING LIFE SAFETY OF
<br />7. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL OLM UTY STEEL ASTM A-653 GRADE 50 Min., GALVANIZED STEEL THIS PRODUCT BASED ON THIS P.E.O- PROVIDED HE/SHE DOES NOT DEMTE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION W/Fy- 58.5 ksi (AFTER ROLLED). THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY.
<br />6. ALL SCREWS TO BE STAINLESS STEEL 304 OR 315 ASL SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED.
<br />50018 W/ 50 Im YELD STRENGTH AND 90 kN TENSILE STRENGTH t SHALL COMPLY W/ FLORIDA WILDING CODE SECTION 2411.3.3.4
<br />(,I) SITE SPEC" PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH MILL
<br />9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL, WITH 36 k.i MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPOHSIBLE FOR THE PROPER
<br />ENGINE
<br />USE DELEGATED ENG
<br />"" TO THE P.E.O. ENGINEER. SHWA
<br />OF RECORD. ACTING ASAFOR
<br />10. ANCHORS TO WALL SHALL BE AS FOLLOWS: SIINYRT TO THIS LATTER THP.E.D.
<br />E SITE SPECIFIC DRAWINGSAREVIEW
<br />E}ISTrr: I° COH['R7n
<br />(e) THIS P.EDHWA . SBEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF
<br />- 1/4-0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BLALDCX. INC. (KIN. T'c-3192 P-s.i.) RECORD THAT PREPARED IT.
<br />- 1/4- 0 x 7/5- CALK-w ANCHORS. AS MANUFACTURED BY °EWALT INC. (MIN. V -3000 C...Q IS- STORM PANEL MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN
<br />- /14-10 PANELMATE FEMALE 10 B PANELATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />ACCORDANCE WTM 1709.93 OF FLORIDA BUILDWO CODE. ONE LABEL SHILL BE PLACED FOR EVERY OPENING
<br />(I'c-3350
<br />poll') LABELING TO COMPLY WISECTION 1709,2.2 OFTHE FLORIDA BUILDING CODE.
<br />WIN
<br />Al) MOMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4' AND 2- FOR PANELMATE
<br />FEMALE IO A PANELYATE PLUS.
<br />A2) MINIMUM EMBEDMENT OF 1/4•1i X 7/8- CALK -IN ANCHORS SHALL BE Is 7/8- INTO CONCRETE, NO EMBEDMENT INTO
<br />ANY FINIM SH MATERIAL S,ALL BE PERTTED.
<br />1/4• 0-20 SS SIDEWALK BOLTS USED SHAD BE LONG ENQX•M(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4-
<br />INTO ANCHORS. HIIN,
<br />ST
<br />A3) IN CASE iHN7 PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING
<br />NG WALL OR �.•" l
<br />FLOOR. ANCHORS SHALL ENOUGH 1p REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL
<br />BE AS NENRINED IN AND IN A2).
<br />(B) TO EXISTING Lro•!C?ETE BLOCK WALLNo.44187 . j * �
<br />'
<br />- 1/4- • TAPCON ANCHORS AS MANUFACTURED BY I T.W. BNLDOL INC. FLORIDA BUILDING CODE HI h Velocity HUT cone Zon•
<br />- 1/4- • X 7/8" CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (Fm.1500 po.i.) O •. f mox WTEM W. F.P.
<br />- /,4-+° PANELWTE FEMALE O AND PANELwTE PALS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION •. 20 GAGE GALVANIZED STEEL STORM PANEL
<br />WLAAT FEMALE
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