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<br />MTIHIo I.
<br />M; v
<br />(SEE
<br />TO rA/65 �"
<br />COPANEL N
<br />4ICABJE
<br />.66.0. -753
<br />10' OR Liss
<br />2 9/is-
<br />I SOLVED •
<br />I" 21. r. "IN,
<br />214 a 3'W
<br />.66.0. -73.3
<br />la' OR TER
<br />2 7/6•
<br />9atFD •
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<br />WG)EWp/FTDM-9-• / ar&SµE S. A,WNfRM AT 96XMM ! 401E a PANEL LENGTH
<br />1 .: *I _ u. _ Gil ,a 4b .. _ eI
<br />.!11. .:T ' I,NU.I- 1.1 1 7 71. "ILT .MI �L, .
<br />1=9
<br />NL. In
<br />MAXIMIUM
<br />A.DESIGN
<br />MAXIMUM ANCHORS EACM FOR L 0. - 3 1/2' -
<br />APPLICABLE TO
<br />seclod
<br />ANY (bIR4A,� N
<br />O ,iWM
<br />MAXIMUM PAEi
<br />LDIOIH T.• (PA)
<br />PRESSURE
<br />RATING,
<br />TNPOON6
<br />EMA�1
<br />PMID,NAR TVA"0
<br />PAM9AWM PLUS
<br />,O CONCEIVE
<br />11 CONCRETE
<br />To CONGFIEVIE
<br />IO CPO"
<br />'a CONON'TE
<br />10 COOKIE
<br />111) CONCRETE
<br />12•
<br />N/A
<br />12'
<br />N/A
<br />12"
<br />N/A
<br />12'
<br />N/A
<br />V a 2' (TOP)
<br />it'
<br />3.6
<br />to'
<br />J'
<br />S'
<br />4•
<br />5•
<br />4`
<br />' 80fT N)+
<br />12'
<br />3'
<br />12•
<br />5'
<br />B'
<br />a'
<br />6•
<br />6'
<br />1' (BOTTOM)
<br />1 +.
<br />N/A
<br />N/A
<br />1 N/A
<br />N/A
<br />N/A
<br />N/A
<br />12 1/2-
<br />t1'
<br />2' (BOTTOM)
<br />66-0, -75.]
<br />7.
<br />N/A
<br />I 6 1/2'
<br />N/A
<br />1 4 1/2•
<br />N/A
<br />4 1/2'
<br />N/A
<br />3' (TOP)
<br />70' OR 1E55
<br />12-
<br />N/A
<br />1 12`
<br />N/A
<br />I 9 1/2-
<br />N/A
<br />9 1/2'
<br />N/A
<br />3' (BOTTOM)
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />12'
<br />1�,_j
<br />N/A
<br />4' (TOP)
<br />12'
<br />6`
<br />12•
<br />9 1/2'
<br />lY
<br />it'
<br />I ".
<br />'
<br />.' (BOTTOM)
<br />W LIMITED TO 66.0 P•AV AS.D. DES" PRff5SJ1E RATING
<br />• SEE slat ]e FOR ANCt1o1LS "PE A SPACING MR INSTALLATIONS INTO WOW
<br />"PANE
<br />WAOM
<br />MINIMUM ANCHOR SPOONBS AND INMMUY EDGE COrA= ARE INDWED ON 016
<br />SCA4IDAL MR E.0 LESS THAN NOGTFD ON SOT60MLE EONS ANCHOR SPACING
<br />BY WLMYNG SPACING SF4M aN SCIm01 BY THE FOIIQAM FACTORS FOR
<br />"as OPDMTION TO BEPOMLL EDUCED SPACING BLARED USK FACTOR SHOP,
<br />NOT E LESS THAN MNWMM SPACING 1WWQPTED MR EACH ANCHOR TYPE AT
<br />ANCHORS LEGEND
<br />ANN= 1WR
<br />'t4Y _
<br />t/4•0 -
<br />1/4•n
<br />_ 1/4'I
<br />TAP=
<br />=
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<br />Flfr�
<br />I
<br />REQUIRES MeA DISTANCE BETWEEN 90i10Y OF PANEL
<br />D ® TO BE: 1/a' 11/2'
<br />ANMa
<br />+ •1' RFOUOES Mn, WrAsm scram BOTTOM Or PANEL
<br />- I ' AND a) TO E• 3! 6 ILAII.A3/16•
<br />_
<br />( MW
<br />�' '•
<br />3,iEN
<br />%
<br />FLORIDA BUILDING CODE (High VelocityNu
<br />cane Zone
<br />I• N0.
<br />. * =
<br />°x0°° n'�O' E�
<br />20 GAGE GALVANIZED STEEL STORM PANEL
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<br />WILL. ,IN 4N-eMYw_ PP6 M_IW
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<br />20-176
<br />orK NA
<br />COMPONENTS FOR REGULAR. UFE SAFETY & E-Z HANG STORM PANEL SYSTEMS
<br />(SCALE 1/2r 1'
<br />_. -- - - ---1l.125' (TOTAL WIDTH) - .. - __ --- -._ _ __. ._ _ - 2.16Y.. -
<br />-_-- _.. _.___ __.. - _---__.-_
<br />__�72.500• (EFFECTIVE WDTH)_-_.._ _ _- - - _ IRO• - - • _
<br />a 'Y ( i.250' _1/4
<br />:. .... ._.._ - a ,/.' (TIP.) - ! r 374---, ,, a it e 6 ac.
<br />t250' ,■ ,-, on 29 �, .-
<br />�•„' _ -- t.lso' - - taw' _ .. 1 35D' 1 ID,• � tWla![x tlev/rERsoEOl
<br />i 1 TOOT 1
<br />-
<br />- -
<br />^ o1T6 _ �}
<br />250`. / T �, 0.02•• MIN. THICK ��. l5 ! .. 3.375• " T i
<br />t�' t,671' a 1.500•
<br />V
<br />( I. E LADED TYP. , ; 2, - LOSS' phi 4 I.L115• --E 1 1
<br />Sao I _-
<br />WAGE SO N LV. HEMMED' J 2.125` I __ J
<br />_. - DETAIL A who G1LY. � EDGE . LOSS' 1.500`--) . iaY )
<br />-t�TP.) (TP.>
<br />\,-;--/a)TOM
<br />.___-_-__ __
<br />PANEL (- - - - - - - - - L t- sIs•
<br />A- - - - •• L
<br />-1.Si0' - DETAIL 2.000'---
<br />-
<br />„ .. MALL E INSTALLED ALMYS - .. 2.357'FROM
<br />LEFT TO "W
<br />W OF O "H" HEADER (3) 'FIN TRACK (4) ANGLE WITH STUD
<br />ATT 00 A LEFT SIDE PANEL
<br />J _ _ - TN TOP EDGE 0024" (Min.)
<br />O PAWL
<br />lAARML S END LIP � - ' ' _ GALVANIZED STEEL
<br />/ I.270'
<br />w/ HEMMED EDGE /� ,,/ SI - PANS •
<br />7" _ """;r Loos-
<br />` Mw
<br />/ I
<br />-r,-,.E._.� �s T r.625_ .0... p'(F)(0.250-9
<br />LTr-
<br />,11'--"' -'1 407. 0625"_
<br />_
<br />-2.gpt....-- -. N _ n9a70p'`�. - i r _- 3200• a
<br />vAEL - 1 / OR p!�^/NO,
<br />•- 2.250• - ) ISOMETRK: VIEW DETAIL A ,]3`T = , 4 270
<br />...
<br />I 250'I ROUNDED CORNER O ENDS OF PANEL'S -937
<br />- I I . MI .OAS• _ ---2s78'
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<br />__EMD
<br />------- q-
<br />I EDGE O�WIEL
<br />2.30D• I- .091 • 007' T O KEY HOLE WASHER
<br />s.750' 07x' (I" I U-7 0• 3105-HI54 ALUM ALLOY © KEY HOLE AT PANEL - 750- - _ N
<br />2.I �4- I •SEE SKET 6 FOR ADDTIOMI
<br />_ ,7L0• - .613' LUTATMO w SLEEVE LENGTH 5 1 J.
<br />.Dal• 125' t .. ONLY VALID FOR PWALLAIOS IWO
<br />F -'
<br />O A EJT '1 t /B I (TAP) WOOD STRUCTURES.
<br />250• I. - LASH R CNON 1 R ,or
<br />--1 �ODR,JiLi7D.lEll
<br />3.730
<br />-, -_TAMP 2.000' .near.
<br />_- 125'
<br />'
<br />--2.54a•---- I..I IS.
<br />- •,050•1 L (TT'P__ 1.750• (TIP.)
<br />WNW Me 4
<br />�.
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<br />.3t 1' .656' 170• -__ 975' MN.1- =t2 ;11�' V .SF z SYSTEM) 6063-16 ALUM. ALLOY
<br />''.
<br />_ _ I -___.. _
<br />_
<br />' No.4d167 FLOR1oA BUILDING CODE lion High v.1«( Hu cane Zone)
<br />1 - 1 _ _r,elW
<br />1.67Y 2.000•i T7 t, iT26' SBO• '�
<br />MINI. e z r.P.
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<br />_ � .� IL ECOINc. GLOBAL PROTECT" PRODUCTS. LLC�a,<
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<br />TRACK ANGLE (ZAMAC J PLLOY) PC EW/901R111C/MR ialO1 A i_ } Y 1-1 1M[[T T O le
<br />CONCRETE ANCHORS
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<br />CLASS
<br />1
<br />I
<br />I
<br />I
<br />4
<br />I
<br />4
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<br />41
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<br />4
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<br />4
<br />1
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<br />1
<br />INSTALUMON DETAILS
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<br />INLFORS LOCATION
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<br />CONCRETE . . ` EDGE OF WALL OR STAB
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<br />`'
<br />CONCRETE ANCHORS_
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<br />SHEETS 9 THROUGH 11) ,
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<br />'11'
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<br />SHEET 3
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<br />CONCRETE AN-44M
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<br />SEPARATION
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<br />j _'
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<br />SHEETS 9 NROUCRI
<br />SHEETS 9 1
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<br />p[15TNG vOUREI CONCRETE
<br />bit CONCRETE BLOCK
<br />EXISTING POURED CONCRETE
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<br />REQUIRED.
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<br />. .44167 '
<br />*
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<br />E.D. a EDGE DISTANCE NOTE FOR COMBINATION SECTIONS: it -$ STATE 0(;
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<br />r"InF-Lw /saw
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<br />.k N4aR e
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<br />1
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<br />J t
<br />/B t ' 2 LONG MAX. ALUMINUM
<br />-t
<br />SPACERS O L 1//1' O.C. FOR
<br />ALL DES" LOADS AND PANEL
<br />tLNcrHs PER sAlEn J.
<br />i• MAX. LONG ALUMINUM SPACES 6
<br />12 1/2' OC. (SIC TABLE /1 ON
<br />SHEETS 8 a 10)
<br />SCALE 3/8.1•
<br />FLORIDA BUILDING CODE Mon High Velocity Hurricane Zon
<br />ctee R1EO0• "c 24 GAGE GALVANIZED STEEL STORY PANEL O,yIM'e„
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<br />_. ___._ .._ ...�.. - �- ..,..r - WOW WWI
<br />-
<br />INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL �!?
<br />INTO EXISTING WOOD STRUCTURES
<br />I/4'. LAC SCAM 6 4' RC. r/
<br />I /2• MITI THREADED POEIRATOH (J] Yb. 2•N' WVOO
<br />_- t/4'A LAG iCEwS 6 6' O.0 w/ TO EX1S•eHG WOOD »UIOFA NGOER REOIAEG ,/CA LAG ICE1r5 a a' D.t. N/
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<br />�,'i
<br />WOwJ12DIN ., PUtt AT .3 - OR FLAT OR ON EDGE r I/a'FJ/37'
<br />t�� I-aMJ i Y S. W f 7a-f0 PANFIYAR Pu/5 M( -f OI 14 n- 31s' ,A EL.M7
<br />SEE 6
<br />G .'., NTNG
<br />lb, PEMETRAt101, W t7 6 ,. C NVi 6 ICY O.0
<br />SERt'
<br />SEALS ROOD.i 1/4Y t/G SCREW$ • e' DC w/ ,/•'P LAC SOE1Y3 O 6' IIC. wj
<br />mu %.
<br />Wn (T} 7•N' -7• Yln. I '/7' MIA. DHREADED, PE, ETRAt1pA «m (x77 T . •_: 1/T' IRA DaEAOa PENS'
<br />i
<br />M(A.� � i�wow OR 0RN [a9GR ' ALTERNATIVE 2"V/ MITI RE HWDDc who MR REGALED MDWDr,N O MAA
<br />3FiCD . +/4'-T' PEAR REOARm RA, TUT OR ON EDGE
<br />ALTERNATIVE 1 N
<br />SCALE 1/4'.1' FLOOR TO CENING MOUNTING ..
<br />ALTERNATIVE 4 W
<br />I INSTALLATION'S ARE ONLY VIVA FOR B,ALONC3 WTI •S D. OESYJ: LOADS - YHNTIIYE�,,� j! SCAT ,/,'.I•
<br />�
<br />:p 1C +66.0, -75.3 ,HI AND PANEL'S LENGTH UP t0 5•-10• ,,,, iI _ AN -•ryRNATIVE
<br />2 FOR NEW W000 FRAME CONSTRUC1gN WOW MEMBERS TD E SHUTTER, 21 ,�1F•�....:..lfI� SC/16E 1/1'. t•
<br />PnE NP 2 W/ sAEC6X DENSITY OF ass CW EQUAL
<br />'' /9
<br />`r� GEN SF g
<br />. FLORIDA BUILDING CODE (Nigh VelocityHurricane Zone)
<br />_
<br />�'� - = * t I 4 it : * c Mm6 R1Eta w. 20 CAGE GALVANIZED STEEL STORY PAtff1 `P 9•..
<br />SEE ;O: D! MCA AIA R[OunDl[4tts FOR L (I smOP LAIR p At TOO .S
<br />e » rorrPe "SON °Ra7' Al Y. 6.sEG Q. e
<br />,w Dart xa t:,c
<br />° a'. STAT OF(� m/M/WD2o
<br />'
<br />i 9 •. GLOBAL PROTECTION PRODUCTS. U.C.
<br />IL TEETHE OR
<br />NAFIIRmY6N1ATMrr�rrNR. T :f(0 Op` /`7�M_'�-
<br />�FSLn+ �\ /� F a E Na A.n 4 aVMi11ml.
<br />MNVA4S G.VI BL aH4LWD N ALLYCONWIM V/ E� F '• Y,�zT__ A 1YM AWE: o,)m-".a, FK (.")mN YOT 20-)76
<br />A. MAAIrIaN , Ie".". !>m) i+,-1m .OMIT Y»-Iv,
<br />LOP a BAX7
<br />WAY A N
<br />SAi RIM' MTA,3ATlON. MOIL 1/4' . 1• -Y H.
<br />INIII WIAW' GM(aDaj lD -
<br />HOPE SHunER TWINS NOT 5"oWN TOR OTAAI, E SEALiSlA tU1I PALRw A. TEAT J,., I- ,-ID, _
<br />N157 w101 M a M
<br />AT TOP OR BOTTOM
<br />WITH. TRACKS L'1111ka i
<br />MAXIMUM PANEL LENGTH
<br />HL+" OR NL_.G (ft.) 0
<br />MAXIMUM A.S.D.
<br />PRESSURE RATING
<br />(P-01.) I. Pr -)
<br />CONCRETE a WOOD
<br />INSTALLATIONS t
<br />l+
<br />E►
<br />2aO
<br />121-0•
<br />12'-0
<br />25..0
<br />Ta'-a"
<br />t7'-8•
<br />Jac
<br />II' -a•
<br />ro'-e-
<br />,Mo
<br />ow -to-
<br />10•-0•
<br />TOO
<br />10--,-
<br />- 9•-I•
<br />410
<br />9�-'r
<br />ICY-9•
<br />soo -
<br />D-t•_
<br />a-r
<br />8.-4.
<br />a o
<br />sso
<br />- 11ao
<br />- MGo __._
<br />s 3•
<br />1_0'
<br />r_7-
<br />-1-4.
<br />750
<br />17-,.
<br />6•-10•
<br />aa0
<br />7 -T
<br />__
<br />eso-
<br />r-o
<br />--!!LT
<br />e'-s
<br />90,0
<br />a'_91
<br />a' -a'
<br />95.0
<br />PIT-- -
<br />6•-O•
<br />r00.0
<br />a-M_
<br />D'-„'
<br />105.0 -
<br />6'-3-
<br />s'-9•
<br />na.o
<br />-
<br />s-7-
<br />lrs.o
<br />-
<br />5'-6•
<br />U 19.E
<br />.x.
<br />RETE. CONCRIETE BLOCK A WOOD (t) 31 MA
<br />e.ur P PARR a 6) 1fwrouly m AT FACM 11 MN
<br />js2/4 1W/B32W/B, 3W/75a1 4W/7
<br />ANCHORS (SEE SCHEDULE ON -3. MAIL. __ SHEETS 9. 104:11) ----_
<br />--...... __ . - .. _.... _
<br />t Ew.-
<br />END WtTN TRACKS (Y+- ®.t E-4 e 1e e O
<br />DIRECT MOUN0TL AT EACH END'• D.M., 20.0.®. f T. I-- I_. r I--T--1-,--R-1- r--r T.- . T7--T-1--r1-T_,--I 1 _.__. "F--I
<br />,_! I
<br />MAXIMUM PANEL LENGTH
<br />"Lt" OR %-' (ft.) 0
<br />MAXIMUM! A.S.D.
<br />OE
<br />PRESSURRE0NRATNG
<br />(" 0 (+ Pr -)
<br />CONCRETE a WOW
<br />INSTALLATIONS t
<br />L+
<br />Er
<br />2a
<br />-40 11''
<br />I3'-0•
<br />_ .. 2M.0
<br />la' -To•
<br />,t'-r
<br />Jac
<br />If' -a'
<br />10'-7•
<br />Mo
<br />to'-1o"
<br />9'-a-
<br />.a0
<br />9'-a'
<br />9'-2•
<br />4s.o
<br />aA-L'
<br />e'-a'
<br />s'-r
<br />Sao
<br />_
<br />,._i:
<br />360
<br />Sao
<br />s'-3'
<br />7'-9'
<br />7--s-
<br />s'-0-
<br />-
<br />6" - -
<br />-4. -
<br />T.
<br />7__2.
<br />110
<br />71-1•
<br />6'-e•
<br />Moto
<br />71-01
<br />6•-3'
<br />CLo
<br />1-0•
<br />6'-3•
<br />90.0
<br />v
<br />si-$'
<br />6'-1'
<br />95,0
<br />8'-T
<br />100.0
<br />6'-1•
<br />_.3:-r0'
<br />5'-r
<br />Paso
<br />6'-J•
<br />5'-4•
<br />rtaa
<br />-
<br />a--T.
<br />I Flo
<br />I1-10•
<br />114.E
<br />I' -a•
<br />MINIMUM SEPARATION TO IMAM SCHEDULE
<br />MAXY11A1
<br />PANEL LEWCN
<br />WIND SPEED G 170 ..9.A
<br />wow SPEED > 170 ..p.A
<br />(In)
<br />IAIRESIRAMED
<br />RESTRANFO
<br />MRMMAIED I EVIVINED
<br />30 Olt LESS
<br />1'
<br />/
<br />6' 1 5 1/'V
<br />>33 TO 90
<br />I.
<br />1.
<br />7 i/2' 1 7 1/2-
<br />®'®0r®
<br />i 1
<br />I
<br />I I
<br />I
<br />1
<br />11
<br />1
<br />�,
<br />I
<br />�-
<br />d
<br />�
<br />� 2 I
<br />-_l. �.
<br />-II. 1_1____1-_.
<br />1 n
<br />_... .�.
<br />-
<br />L
<br />L
<br />_�
<br />,
<br />I�
<br />I 1
<br />I
<br />I r-
<br />i
<br />I
<br />_1
<br />I
<br />I it
<br />i
<br />I
<br />�,
<br />I S
<br />,
<br />uteciLTED PANELS
<br />' AS
<br />I � , I
<br />I
<br />I
<br />I I
<br />BOLTED PANELS W/ 1 N-20M 1'
<br />M.S.`A" �, I
<br />I APPLICABLE)
<br />I I ,1
<br />1
<br />I
<br />I.
<br />I
<br />I
<br />I f
<br />1-
<br />I l l
<br />(SEE SE f� AS/ APPLICABLE)
<br />I i l I i !I I
<br />iI
<br />.
<br />i,
<br />i!
<br />1,
<br />11
<br />(I
<br />:
<br />�I Ii
<br />I
<br />��
<br />��'!
<br />W
<br />1
<br />(
<br />I
<br />i I I
<br />I
<br />I i i
<br />--
<br />® Or®
<br />3-mu
<br />_
<br />�:
<br />i eiL o
<br />o
<br />o _. I_,
<br />_--_ _ 3` MAX
<br />I• WIN,
<br />2/4
<br />1/4. 3/4, 4/5. 5/5 t 6/5 r MIN.
<br />1 W/6, 2W/6, 3W/7 III 4W/7
<br />L. - - ---.ANCHORS (SEE SCHEDULE ON SHEETS 9. TO atl)
<br />REGULAR STORM
<br />I'-,'.
<br />PANEL
<br />0 ELEVATION
<br />Ma. GAP
<br />N.T.S.,/4'
<br />(MN. 0E34M .1 WOE AWL m
<br />iAm
<br />.1I.s"-,--'
<br />HEADER , yNOiE
<br />-r-
<br />TRACK
<br />AIr-
<br />,W
<br />TOP
<br />��
<br />DY'EET
<br />MOUNT
<br />I.
<br />TREADER
<br />TRACE
<br />- /_SaR[ -
<br />-
<br />DI ECT WQMi
<br />46'
<br />32'
<br />1. 15'
<br />SS'
<br />SO.
<br />'•
<br />IsS' •XI.STUD ANGLE
<br />35'
<br />32•32'
<br />32•42'
<br />36•1.
<br />-F- TRACK55'•32•
<br />42'
<br />67'
<br />so•
<br />Go-
<br />I
<br />W SGE ANR1
<br />50•
<br />32'
<br />32' 3r
<br />00•
<br />1.
<br />66•
<br />SW32'
<br />12• 1 36'
<br />eo'
<br />S/'
<br />S6•
<br />MAX. cM I SECTION A -A T
<br />01. N.T.S. 10
<br />IlMM
<br />(1) L+. MMON ALLOWABLE PANEL LENGTH FOR A GRIN P09M ASA DESIGN LOAD.
<br />L-: MAX ALLOWABLE P14M LENGTH FOR A GIVEN NEGTNE ASD. DESIGN LOAD.
<br />(2) PROCEDURE TO ODUAWC W MA PANEL LRGTE
<br />GIVEN A POSITIVE A10. DESIGN LOAD, DETERMINE WXV" PANEL LENGTH 'L.' FROM SCEMAY-
<br />GIVEN A MECATIVE AS.D. DES" LORD. DETERMINE MAXIMUM PANEL LENGTH %- FROM 509MLAL
<br />FINAL AN%FMUM ALLOWABLE PANEL LOW" S EOUA 10 THE OWN DEiEK11e4ED PANEL LENGTH
<br />scram T..• AM 1-•.
<br />(3) SEE SCHEDULE BELOW RA MN. PANEL LOW" FOR POROSITY QUALIFICATION.
<br />1 W6,ALATGNIS On) WOOD AE AWED TO 1 95 P.P.R VAX ASO. ESGN PRESSURE RATING
<br />a - - -
<br />ASE* s, 10 a 11 FOR MAX ASO. OMM LOADS a MAX. POND. LENGTHS FOR
<br />r - VLGLeV.y+ '• v Te FLORIDA
<br />BUILDING CODE Mon High Velocity Hu cons Zone
<br />• 44167 'G _
<br />'a Tviz'a. 4c.
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />`IP.w
<br />*:.
<br />•
<br />* $
<br />ANU
<br />TOTE DF *a
<br />I L E Ci O I IIc.
<br />PROTECTION PRODUCTS. U.C."/aam
<br />•`.
<br />�-f..,
<br />y s7^
<br />_ _
<br />L %
<br />ORID►, 4E. +rY / -w
<br />MOD "OVAL ' a, sas"
<br />20-175
<br />tie['[9LG .av'
<br />1: oq Ri�' .Y`a•p�-,rt�"
<br />f•1- YWa•
<br />na:..)M-7966. PAP, M4j6*-"W
<br />-- - _ _ �. .�
<br />OR:MNe MY
<br />INSTALLATION DETAILS FOR REGULAR PANEL 1
<br />INTO WOOD STRUCTURES -, - _ - _ ---I
<br />I. I I SEPARATION I � 1 .
<br />. I ✓
<br />WOOD ANCHORS ' M GLASS-
<br />- _TSEE SCHEDULE ON !l 1/.-.-M,• r .._ (sCE SCHEDULE I I1V`M ,-
<br />- - 1 - O es,,,EHO1 HEFO can 1 ON SHEET ',) peln W
<br />SHEET 11) I 1
<br />-. - W e 4 '/r ot. L- I
<br />' ,' _.___ _. 1
<br />T_
<br />__ --- -,
<br />- PANEL LENGTH
<br />WOOD HEADIER WOOD ANCHORS ' G1/LSS
<br />REWIRED _ `. _�. . _ i 1 I (SS SCHEDULE
<br />ON � II
<br />ai i __-- -=`-fi --1--; _LFOR
<br />I, '�.
<br />SHEET 11SCIEDULE
<br />I in _ -i 1 1 v
<br />., iof '
<br />-
<br />I I WOOD HEADER - I I _ i MAIL.
<br />IED ' 1.
<br />T 2'
<br />L 1 REQUIRED N ____I
<br />K . ,.' 4 Air, P I I - -_
<br />-
<br />1,. Ii _ EOt . . ..
<br />li�',
<br />I e ' 1' ._.___-ii._.-- 1
<br />1'1 I ��'�L 1' MAX. LONG ALUMOLW 5PACERS O 12 t/2•
<br />1 I I --�J
<br />La O.G. (SEE TABLE fI ON SHELF /I)
<br />1 "BELOW
<br />Mr. I SEE NOTE FOR LIMITATIONS rTMt
<br />Z•
<br />Cl)V1 'A '- '�,,
<br />W%.
<br />i I 1/2• LONG SLEEVES 1I� SEPARATION 1 1° MAX. L I
<br />Tog
<br />If
<br />I I 6CH[� 1F ,jl
<br />SCR�EDULF (SSEEELSL ; (SEE
<br />r( W SHEET J) ON SHEET 3) I-.. ONSNEER 3) E FEMALE 0 OR PAWL
<br />_ _
<br />I:. i. PLUS (SPANEL EE SCHEME ON SHEr 1)
<br />1 ,/!•�ffi,• 1
<br />l
<br />1 ' ) a MELRfA 0 I I -,I I I
<br />_Yin
<br />EXIn i _
<br />I I ,mN 70®1 -h ESN-G-� TOG1A55.
<br />-1 - _ C PUTS REWIRED
<br />CLASS
<br />GtAss 1
<br />' �OOEEN
<br />3jE �l
<br />1 ` I SHEET I DIRECT MOUNT W/ SPACER 0
<br />L- -- _ I I 7k I ALTERNATIVE 2YY'
<br />i fJ n ' 4_SA' scME s/sw,
<br />1 I L_ I SEE TABLE /1 ON SHEET 17 FOR MAX. PANEL LENGTHS t
<br />I 1 50% I O 12 1/2- O.C.
<br />S
<br />E I I OF 'L' n r 1 LAM%. A .0 DESIGN LOAD" FOR THIS INSTALLATION.
<br />_O
<br />I ' - 1
<br />�i/2'
<br />ti I 1
<br />QC E,A 1
<br />_i 4' I O .
<br />1 1 -------.1
<br />EO - I1, - I
<br />-, ' _ ANCHORS
<br />1 .. I * TK MQg-
<br />J,
<br />_ . _ __ ---'-t - t _ ..-
<br />EU STAGGERED W// STUD
<br />t (SEE SCHEDULE ON I SPACER Y MAY E 1 ,/a• LONG w'
<br />1 SHEET I I) (1) RIWMLAIM 6 lAWlm 10 A DIME sloe, 011LD966 MN IT-0•
<br />-L/���7
<br />MIME AML'
<br />2'X4' WOOD VJ *"E' { "Doff
<br />61AN
<br />1iF� O11MDNrLDT6NpG1L0 7MTFPW
<br />PUTS REOLLRET) !I!I!I WOOD ANCHORS I• MM svN4pGM To a.K9 .ccARn 2'X4` W000
<br />WOOD
<br />STAGGERED W/ STUD OM >aFET 3 MN E R®UCIO ro 1/P Aa PLATE 1 00 AOCHOE 1X1N0 TtNU ca14.9NINt M hAAAl MAR roWu1 q OR
<br />(SEE SCHEDULE Oh lOM4 A6 TALC /Dix Mm".4 AE Pr4E IAA PLL6) 9INL E 81W0Ea 1M,IMA A 6 I/<' 0.C.
<br />SHEET I I) Ibtota WON I (MISS 6 A ESIILTMN F110M ix ,n• oD. 1ANq RIMMED O/ 1
<br />96Er q
<br />�: (1) MAXIMUM
<br />RAM.0% -0 o t C) MAX H ME PANIC. LOON 6 UMM to W A M pENNG I
<br />- - 1 I (2) Navem sraN. HARE ust 6 I MO 6 A nBnpCGN Mw LMMR PANEL LEWIS ALOW6D OM
<br />I'. 906TAAt SHEET III. I
<br />I
<br />WALL MOUNTING ni j (10 I In' UM 9%= CW CWO 9N SILL E A POICAW ON
<br />(3) 9WBLL MALL IMarAUAGM 6 SKY 99E L N6fALlA0M or , i/a• LOG >dvi9t M H9 ONLY
<br />SCALE J/6.,•
<br />I ...
<br />ALTERNATIVE t W afro AM E1Onw tIQO rIAALN Wu 1 FOR 11l0 - I. 2 AND 3 .O Da"W" N ASAP .
<br />EµtM6� 00 1K 2010 (10 COMMON) O THE h010A
<br />SCARE ]/SLIT (a) eeTALIAT011 oKT rot W!O
<br />, 3
<br />zoEs t, x a 3 PE11 A6IM L
<br />Vol e-4M.
<br />DER A. T/(L/ �--- -- ---
<br />to """ ''
<br />Ht'77FS: :;/� FLORIDA BUILDING CODE Mon High Velocity Hu cone Zane
<br />I INSTALLATION N FOR
<br />NSTALLA ON ARE ONLY VALID 0 MAX. ASO. n Nc. • T2 AWe2D RED. N.
<br />NOTE C TI OF SECTKINS: FOR DYa1NRt oN c NO 4 . 41
<br />DESIGN PRESSURE RATING (p.a.1) AND PANEL LENGTHS i*- * 67 C _ 24 GAGE GALVANIZED STEEL STORY PANEL o4NeN W.
<br />*
<br />TOP h BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR _
<br />IN ANY WAY TO SLIT ANY ALTERNATE 2w•) = STATE {E{.IECOIMe. GLOBAL PROTECTION PRODUCTS. U.G.
<br />ICOMBINED
<br />___
<br />NSTALLATION. 0 •. [ a4b 5W. S1 s11A
<br />'Ly ORID
<br />. aNLE.. 3DN
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD U,ly - e. r r M
<br />"'•"'�•tl 4F,-+w PNanE (w),r-THL TAX (46H)NeI-aKRIT 7 2O-17S
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFlC -4E. S/ 1■0--M
<br />DR11WW0 .r
<br />DENSITY OF 0.55 DR EQUAL. /NNRNRpI AA/aN[ C4-�7n '�'"` "` `"• .N
<br />WNiFA A T1LlT WILL P-L , 41 4w
<br />s EEa O4
<br />GENERAL NOTES
<br />N0 R16 R r . wrFT_e�.
<br />rW � 2 MYn s (C) ID__7i�STI(g' WR= :MN yPrrrlr �.P.uEY_ c . D,%�E ,
<br />V
<br />I' DOCUMEINT (P E.D.) HAS BEEN VERIFIED FOR COMPLIANCE N ACCORDANCE - T/4"6 TAPCON ANCHORS, AS MNNIFACURED BY I. T.W BUXDEX, INC
<br />1 510RN PANE(. SHOWN ON TINS PROot
<br />,,-
<br />FLORIDABCY
<br />WITH THE 2020 (71h EDITION) OF TIE F(JRAA BW.DNG CODE. 1NIS STORM PANEL SHALL NOT E INSTALLED AT HIGH - #,4-10 PANEIMATE FERIAE ID NA PAtEIlAAE PLUS ANCHORS, AS NANl1FAL'7URED B'f ELCO CONS"hKTKA PR00lIC
<br />VELOCITY HURRICANE ZONES (MAMI-O.ADE / BROWARO COUNTIES) - 1/{'I LAG SCREWS PEA N.O S.
<br />DESIGN WIND, LOADS SHALL BE DETERMINED AS PER SECTION INN Or NE ABOVE MENTIONED COOS. FOR A BASIC WINO - T/IB•e . 5/6' WOOD BUSHING. AS DISTRIBUTED BY ALL PONT SCREW. BOLT Is SPECIALTY CO.
<br />,`
<br />P F • FACT
<br />AS 8Y 1 JURISDICTION WHERE STORM PANEL WRL E HSNL.D AND OR DIRECTIONALLY OR
<br />S'FED REQUIRED THE NSDIC,KN
<br />y
<br />KD.O.BS, LBiMNG ASCE I-16 AND SNAIL NO EXCEED ME MAXIMUM (ASO) OCSICM PRESSURE RATINGS INDICATED ON BIERS C,j YINNIIY TNE,VAED PENETRATION INTO WOW OF iAPCON ANCHORS SNNL BE T //Y AND 3' FOR ELCO PAN E US
<br />3. 9 tH RU 12 At 17. 10 AND PANELM{LE FEMALE A
<br />N oROFiN TO WEARY THE ABOVE CONDRION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIST
<br />n�
<br />REDUCED TO AS.D, DESIGN PRESSURE R,L1IW BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE TRIES( W/ MAX (LSD.) cl) MHWMUM THREADED PENETRATION OF LAG SCREW. INTO THE WOOD FRAME UNIT SHALL BE 1 1/2- NO
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12 a 17, 18 PENETRATION INTO STUCCO SHALL E CONSIDERED AS PART Or THE REOIANED THREADED PENETRATION
<br />-1
<br />Q
<br />IN ORDER TO VERIFY THAT ANCHORS ON TINS P.ED, AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE
<br />STRESS FOR WIND LOW WAS DBS USED IN THEIR ANALYSIS, FASTENERS SPACING TO WOOD HAS BEEN DETERMNM IN C 3) MINIMUM EDGE DISTANCE OF LAC SCREWS. INTO WOOD SHALL BE AS WOCATED IN rNIS DRAWING IL
<br />O
<br />ACCORDANCE WITH N.D.S. 20t6, 4
<br />•. t 4• I 1 - 1
<br />STORM PANEL'S ADEQUACY FOR IMPALE AND MIND RESISTANCE HAS BEEN VERIFIED N ACCORDANCE 1NTH SEEDER 1608. 1.2 OF [.Il MINIMUM PENETRATION OF W00D BUSHING SHALL BE 5/6 ! P-20 SCREWS USED SHALL E !2 LONE NMM
<br />V .
<br />THE ABOVE MENTIONED CODE AS PER AME6CM TEST LAB OF SOUTH FLORIDA REPORTS JIMIA 01-01 AND 00219.02-09, AS SHOULD STUCCO EXIST. NO 1' LNNWUM FOR WALLS WITH NO STUCCO
<br />3
<br />.f.
<br />Is A A51M E 330-02 STANDARDS• AND AMERICAN TESTINF, LAB SOUTH FLORIDA REPORT I1123.01-10 AS PER C.5) IN CAST THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCGA OR WOOD BOARDS E FOUND ON THE EXISTING 1 '
<br />PER;, AND
<br />tA5-20, ANO TAS-203 PROTOCOLS, ANY AS PER WCUtATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF TILE
<br />.5
<br />WALL, ANCHORS SHALL E LEND ENOUGH TO REACH THE MAN STRUCTURE BEHIND EHND SUCH PANELS.
<br />rIORIW BtLLDING CODE
<br />ANCHORAGE SHALL BE AS MENTIONED IN C 1). C 2) a C.4)
<br />2 ALL ALUMINUM EXTRUSIONS 70 BE 6063-TB ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) SEE 94Er 2 IV) ANCHORS SHALL E INSTALLED FOLLOWING AL OF THE RECOMMENDATIONS AND SPECFK. TNNR OF THE ANCHOR'S MANUFACTURER 4
<br />Q
<br />3, ALL ALUMINUM SHEET META USED AT CLOSURES SHALL HAVE 3105-HIS ALLOY 8 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECWN I Nwourw 6 (SHEETS 4
<br />4. ALL STEEL SHEET META PANELS SHALL HAVE STRUCTURAL QUALITY STEEL, ASTM A-553 GRADE 80 MINIMUM, G-90 GALVANIZED THROUGH 5) EXCEPT THAT HEADERS® a(b SHALL NOT BE USED. l
<br />STEEL DESIGNATION w/FY. 922 A -A (AFTER ROLLED). 9 R STALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE t
<br />Cb
<br />5. ALL SCREWS TO BE STAGINESS STEEL. 304 OR M6 AISI SERRES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN BILDIHED Tp MSURE PROMH ANCHORAGE THIS SHUTTER STALL ONLY BE ATTACHED TD CONCRETE SOCK DR W000 FRAME ,.;.
<br />BUILDINGS
<br />00 51a W/ 50 NII YIELD STE.NCTN AND 90 lei TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA 8UILQN6 CODE SECTION
<br />2.11 33.4 10 EACH REGULAR STORM PANEL WAD" LENGTHS OVER 90'. AS PER SECTIONS i, 2, 4, 5, 6 AND ALTERNATIVES 1W. 3W a NV ON
<br />SHEETS 4, 5, 6 a 7 RESPECTIVELY. SHALL HAVE A LEOIBLE AND READILY VISIBLE MARKING INSTRUCTING 004ER OR TENANT TO
<br />6 BOLTS TO BE ASrM A-307 GALVANIZED STEEL OR AN 304 SERIES STANLF55 STEEL WIN 36 Hsi MINIMUM YIELD STRENGTH SECURE PANELS WIN APPLGBE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING
<br />7. ANCHORS 10 WALL SHALL BE AS FOLLOWS. I I THE INSTALLATION CONTRACTOR IS TO SEAL/CMAK ALL SHUTTER COMPONENT EDGES WINCH REMAIN IN CONTINUOUS C(1MAC7 WITH
<br />THE BUIDNG TO PREVENT WM/RAIN INTRUSION
<br />(A) T EATSTIHG POPIM C
<br />- 1/4'9 TMICON ANCHORS AS MNAIFACTUREO BY IT,W. BULDEX. INC. (M:n. Gc.3192 ot.,) 12 STORM PANEL INSTALLATION SHALL COMPLY WIN SPECS INDICATED IN THISOPAVING PLUS ANY BULDN/G AND ZON2CTI O REAIIONS
<br />- 1/4. 9 . 7/6• CALL -IN ANCHORS, AS MANUFACTURED BY DEWALI IN PROVIDED OF THE AMSDIC'T04 WHERE PERMIT IS APPLIED TO.
<br />,/4'9 . 3/4- SOLID -SET ANCHORS. AS DISTRIBUTED Bf At, POINT SCRFTW, BOLT It SPECIALTY CO
<br />(MIA. 1 TIN P L MOT NT 3 R S 1•R001]LT EVALWr7DN IA,EH(T E D PREPARED B< THIS ENGINEER S GENERIC ANC GOES PROVIDE IXtAA710N
<br />()FOR
<br />ANEL
<br />A SITE SPECIFIC PROJECT. - WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED
<br />(14-10 PANELWTE FEMALE D e PAfiELWTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CON$1RLACFNN PRODUCTS,
<br />0 ATE
<br />- 1/4Y ZAMAC NALLN ANCHORS, AS MANUFACTURED BY DEWALT, +MC (b) CONTRACTOR TO E RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION NCLUDNG LIFE SAFETY OF nIS PRODUCT
<br />THIS H 1 T THIS T
<br />A I) MINIMUM EMBEDMENT OF fAANCH ANCHORS INTO POURED CONCRETE STALL E , 3/4', Y :OR ELCO PANELMATE AND BASED UC K P.E.O AT SITE I HE/SHE DOES NOT DEVIATE FROM HE CONOTONS DETAILED ON DUCUME
<br />CONSTRUCTION SUETY A7 SITE S THE CONTRACTOR'S lESFPONSI&LRY
<br />, ]/I' FOR 2AAAC NNIJN ANCHORS.
<br />(0 THIS PROQ.K.T EVALUATION DOCUMENT WILL E CONSIDERED RNAID IF MODIFIED
<br />A2) CALM-N At SOLID -SET ANCHORS SWILL BE EMBEDDED I/O- INTO THE POURED CONCRETE NO EMBEDMENT INTO
<br />STUCCO SHALL HEPERMITTED, 1/4- I-20 SCREWS USED SHALL HE 1/2' LONG MINIMUM SHOULD STUCCO EXSI, (o) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REQ= ED ENGINEER OR ARCHITECT WHICH WALL BECOME THE
<br />AND I• MINIMUM FOR WALLS WITH NO STUCCO, AND MAY HE HEADED SCREWS OR ALL THREADED SCREWS W/D HEAD, ENGNEER OF RECORD (EDA) FOR THE PR"CT ASO WHO WILL BE RESPONSIBLE FOR THE
<br />BUT WADI WING INNS PROPER USE OF THE PE.D ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE
<br />PLED ENGINEER, SHALL SLBMIT 70 THIS UTTER THE SITE SPECBIC CRAVINGS FOR RENEW
<br />A.3) N CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOOD BOARDS E FOUND ON TOE
<br />EXISTING WALL OR Ft". ANCHORS SHALL E LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS (.) THIS PTO. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL
<br />ANCHORAGE SHALL E AS MENTIONED IN Al) AND N A2). ENGINEER OF RECORD THAT PREPARED 1T
<br />(a) TO C(LST NC CONCRETE BLOCK WALL AS ,N C-90. 14 SHUTTER MANUFACTURER'S LABEL SHALL E LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />- 1/4' 9 TAPCON ANCHORS AS MANUFACTURED BY I T W BURDEN. INC. PANEL SHUTTER IN ACCORDANCE WIN SECTION 1709.9.2 OF FLORIDA BLOLD14G CODE. ONE LABEL
<br />BE PLACED FOR EMERY OPENING LABELING TO {OMPIT WITH SECTION 17099.3 Or THE
<br />- 1/4. 9 . 7111 CALK -IN ANCHORS, AS MANUFACTURED BY DEWALI, INC FLORIDA allLD34G CODE.SHALL
<br />- 1/4`0 X 3/4' SOLD -SET ANCHORS. AS DISTRIBUTED BY ALL PONT SCREW. BOLT a SPECIALTY CO
<br />- #14_ 10 PANELMATE FEMALE ID AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRI'xXI■M1111D��'
<br />- 1/4' 9 ZAMAAC NABLN ANCHORS. AS MANUFACTURED B/ DEWALT, INC AN EA A.
<br />WI) MNIMLAI EMBEDMENT OF TMCON ANCHORS, ELCO PANELWTES AND LAMAC FWLIN ANCHOR. INTO THE �' CEFLORIDA BUILDING CODE Mon High Veltic NuMcons Zone
<br />BLOCK UNIT SHALL BE 1 1/4• S
<br />F�,V
<br />9,2) CAN -A a SOLO -SET ANCHORS WALL E EMBEDDED 7/8' INTO THE CONCRETE BLOCK UNIT. NO �44 wlw tiTon. IIIc 24 GAGE GALVAN9ED STEEL STORM PANEL DNRF,'I N.
<br />STUCCO SHALL E PE'RMI,TEO. 1/4• 0-20 SCREWS USED SHALL E 1 •/2- LONG MINIMUM SHOVLD O EXIST, *AC) r' MINIMUM FOR WALLS WIN NO STUCCO- .p; orhlryge
<br />E L PROTECTION PRODUCTS. U C.
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<br />SHEET NO.
<br />SH 13
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