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<br />MINI¢ LP•I•F•1
<br />WNWIION
<br />![C•
<br />+MA -73.3
<br />70. OR LEN
<br />2 9/1r
<br />BOLTED •
<br />,•.
<br />2'YT A 3•r
<br />+06A -76.3
<br />70, Oil L®
<br />2'A.
<br />MOLTED •
<br />4• A 4'4
<br />EFJIp 44M_0•DTIOY 01• WdEL.: 4t IIIFIOFAR A WOaM IN DIN OF PN4 WRIN
<br />� ], Z .mil 1,•, II 71 :•71 ll.--�. .Ml
<br />AEwO'1I/UM
<br />WHOA! PPICH a SPAM NNE E D.. ] 1/r ••
<br />pgAtaA TO
<br />/
<br />ANY COMMKOM
<br />OF THEN
<br />MAMMA PA14L
<br />LEARN V GO
<br />N,
<br />IAPEGIM
<br />O%X-•N
<br />M,EUIM[ /LANE D
<br />P.NNDIIAI[ PWII
<br />10 CONDO[
<br />TD aD1am
<br />10 CONORET
<br />wl agoom I[
<br />10 CUNCWM
<br />M0. -
<br />12•
<br />N/A
<br />12•
<br />N/A
<br />12•
<br />N/A
<br />12,N/A
<br />1' ! 2• (TOP)
<br />�• ON LESS
<br />11'
<br />S' •
<br />10•
<br />3•
<br />51
<br />4•
<br />5•
<br />4•
<br />1 )
<br />12•
<br />31
<br />12•
<br />5•
<br />r
<br />9•
<br />8"
<br />6•
<br />1 0M
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />12 1/21
<br />))•
<br />2• (BOTTOM)
<br />7•
<br />N/A
<br />/2'
<br />N/A
<br />4 1/2'
<br />N/A
<br />4 T/r
<br />N/A
<br />3' (TOP)
<br />tY
<br />N/A
<br />�1' r
<br />N/A
<br />9 1/2•
<br />N/A
<br />9 1/2•
<br />N/A
<br />3• (BOROY)
<br />12•
<br />N/A2•
<br />N/A
<br />Tr
<br />N/A
<br />12•
<br />N/A
<br />4• (TOP)
<br />Ir
<br />6•
<br />12'
<br />9 1/2•
<br />12'
<br />11'
<br />12'
<br />11'
<br />4' (BOTTOM)
<br />• UIED TO .a¢ W. ISO. OEM All M,MID.
<br />&$M SAM SO NON MC"= TAPE k swm NOW OMn"cm ND MOOD
<br />F1UR •MAW
<br />MINIMUM ANCHOR SPIN Me AMC MOM* WEE MUM NE NOIWm ON TALI
<br />immu . FOR ILO. LESS IHM NOMNm aN SpNmMl mm MANOR $""a
<br />or MILmvm omm so" ON sum" or NNE FOUSO M K%CMK NOR
<br />"If *ABANDON 10 E Pa9MRL N 9MO•Y COMMAND[) IMNf MM DW
<br />NOT E LEM THIN MINIMUM WW M DUMB NOR EACH ANCHOR TYPE A
<br />NDNdM LEEM
<br />A1171111 M
<br />//49
<br />1/4U
<br />tµ'Y
<br />1/416
<br />UPWN
<br />/NA-11
<br />NIA MOAN NNMIIN
<br />3
<br />3
<br />3
<br />2 1/2
<br />1NJ IsNr, •�
<br />7
<br />3
<br />3
<br />7
<br />P&
<br />~P~
<br />3 ,n
<br />3 IA3
<br />4
<br />RMYIL Co. I
<br />1R.R
<br />r
<br />Im
<br />um
<br />m
<br />31IrIm
<br />m
<br />1
<br />1
<br />+ EOLAw M.. OISTARE eE11IEEM BOTTOM OF PArEI 1
<br />NO ® TO BE 1/r 1/2-
<br />hm
<br />I
<br />++ REQIEEE IAw. OwtAMC[ ETIFDN BOTTOM OF PVNOL 1
<br />NO ® 70 E: 3/111' 3/19-
<br />Ma.
<br />COMPONENTS FOR REGULAR UFE SAFETY NDL E-Z HANG STORM PANEL SYSTEMS
<br />(SCALE 1/2-l) 1b.122y7/
<br />3. ORTAL WD
<br />� Woo-
<br />1 i r r .te{'� 730•.- S4. � IiEtm
<br />12.500• (EFECERE RDTN}
<br />OW4 1/4' (T».1---®-� ; .374'.., .12Y� MORE • b 1/4•
<br />/' 0G• .16e'• r~ an • 12 I/r D.C.
<br />1.350• r.-1 1.JI I ; i 1r BAY E mexam)
<br />i J~ ---�-- i s4o•
<br />j 19b T tl�WED '' saw MR. IN=
<br />6 At 3.J46' t.e71'
<br />EDGE ADM AMIMP. L 2 I'••4• 11015' ,
<br />DETAIL A GINNFSD SAM M 2.12b'
<br />EWE
<br />/
<br />oe. L_T co -) )
<br />T STORY PANEL ---------
<br />PANELS7Y J )
<br />1.]50' DETAIL A 2.00D-
<br />FA� To � /Y mum � ■ 23er ■
<br />AT DD AT LEST WE OF MMEL 2O H HEADER 7Tr O3 r TRACK © LAIN. s MATH STUD
<br />lv! s DO NP - i ._ - ...°Y P"MIX aiM ac SRII
<br />b% Am" EDITS •�•...- .._ R fy[D. _k
<br />11.4aw s0.05•
<br />OAK -� ,33• f.270• S
<br />IF
<br />Iwa2e 0.3711 0.250•r
<br />.•--2.591' 1.40r cm
<br />22••'- -OR
<br />` IC ISOMETRVIEW DETAIL A lu• l 0•!` F... I ROUNDED CORFER I ENDS OF PANELS I . ioA. AM,
<br />2.J7e'---. EID LP w/ HEMMED EDGE._ i .126'
<br />Alb I
<br />brrAANE -�
<br />2.500• i-...750'
<br />3.75D• .0°1• (ioirj O3fa"llw AAULI ©KEY HOLE AT PANEL }-
<br />U�-� •SEE SITE f m AOOmiam
<br />tt2a ?
<br />12s Air
<br />�LMrtAW1gN°ME RawtdtL1Dw"Am aFiI r.
<br />1.ffi0' 375 O AA.YI 07 ' �) WOOD fAOTU1ES.
<br />a00AL. 2 I 37I
<br />l-''fJ' 12b• 2A A
<br />2.54b'-- 1..1f6• (TYP.) i I
<br />t.aeor
<br />O REM- 'H' HEADER ® "U' HEADER O MIN m s rae 760EIP
<br />•
<br />i-2.000•;
<br />® SLEEVE i' WAX.
<br />l ®ARM t t ',t' TRACK 10 PANELIIER
<br />.374• I-"-'3.000• I061- •(T i/A- =
<br />(USE ONLY M
<br />r-� ''�'yypp .062' Y' ••• r FOR E-Z WOO 53O PANEL
<br />.],t• .al6' T-• .470• 27s• ypl, �.: �il�'•• SYSTEM) bo53-75 ALUM. ALLAY
<br />,.bit• I ,.tzs�.e55
<br />SEE SEctDHe
<br />sD4•
<br />OWL0-OUT 'F' Q BUILD -OUT -F' TRACK ®t ® WASH(ZAMPC IE ALLOY)
<br />TRAM AN=
<br />bLWEOUR
<br />smem 9 THROUGH
<br />SHEET 3)
<br />SHEETS 9 THROUGH 10)
<br />MOUNTING
<br />SCALE 3/1•r
<br />e racumm 10)
<br />PWQ LENGTH
<br />(SEE so"LILE
<br />SHIOET 3)
<br />aF t' I
<br />MM.
<br />D.C.
<br />CONCRETE ANCHORS
<br />(SEE scHEDule oN
<br />OF WALL OR SW SHEETS • THIROLDH 10)
<br />cONGR1om)
<br />E.D. -EDGE DRTANCE lNOff FER OOI.NATION DF SECTIONS:
<br />(SEE SCIEDULE ON TOP a BOTTOM MOUNTINGS CAN BE
<br />SHEETS 9 a 10) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION,
<br />NAM CONCRETE
<br />ORS LOCATION
<br />SCHEDULE ON
<br />IS 9 THROUGH 10)
<br />-ALIOOAIM LIES
<br />GLMS.
<br />ON
<br />v
<br />I PAM LENGTH
<br />(ON SMI9MT ULE
<br />3)
<br />i
<br />MIX..
<br />CONCRETE ANCIDNS
<br />(SEE SCHEDULE OIL
<br />111EE75 9 THICON
<br />SEPARATION
<br />TO CLASS.
<br />(SET SCHEDULE
<br />ON SEET 3)
<br />`.A ikgl
<br />u 9 k t0 FQR
<br />7r VAIN !]
<br />arA
<br />CONCRETE APOHOR$ Ell. �
<br />SHMI 9 TMOIdAHa' 1 1_..I p T 2 I/Ir LONG wX. ^ANN"
<br />SPACES • / 4 asVALIDvAFOR
<br />DIP"ALL DESIGN AND PANEL
<br />Olt OO/ICACIE BIAGYf ID
<br />VAX, 9FIFEr 3.
<br />REQUIRED
<br />. r WTI. LONG ALUTARA SPACERS •
<br />12 1/r O.C. (SCE TAME jI ON
<br />smum9a
<br />%:ALE 3/e-1-
<br />o. 44167 'Y10 TAMM M4 24 GIBE D YMMED STEEL STORY PAHM
<br />* * DRINI Sri
<br />STATE QgEN,
<br />.A _ IL E C O IIRe. PROTECTION PRODUCTS, LLC. I
<br />gORIOT : a 4_ LA f1 SAINT
<br />._ .-'e�R6. Mf':.' oIR" "' .1'Mi,''a�M `rt-wi'N Aar: sMNIw�Fm A. i m (aF)LrwT97 2D-175
<br />2 a/tr Mh
<br />INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORK PANEL Cl)
<br />INTO EXISTING WOOD STRUCTURES
<br />1/4-0 MAC SWCO 0 A• or. w/ ((�� IIPOAS,,
<br />t 1/2' ARM. POIL40W PGETMTION "LAW lfil 2NEO'4UR�
<br />1 4Y 6' W ro / lAa ACIE,AO 1 O.a / EXI10lO TITIAN Ar/:Oa
<br />I EM61N0 Mn TINWAM PONVINA,ION PL/R a ON EDGE[
<br />PO,RIDER. 10GO -
<br />{4� 4 ca.L j/G OO OF 11
<br />0I FA•END Or ® \ r
<br />S R
<br />,L 1 r. u¢ 6cREw6 . 6• D.C. N/
<br />(9[E OE A. 1/24 ! 1 - 1 4•P-M8 t�i/�wINUAS/3x• ro�EXISTING WOW HFADOTMFADOtPONflMIION
<br />MlT[ IA WWI, or �mur
<br />i e)
<br />I
<br />Np.H Pn I+ET 4 /TOY ND o
<br />S N� � � i1T I�ROI NYr OF EMERY ® 7 � • G ao DF(SM DUAL 1/24 4
<br />�• ro 9"�
<br />Wi :IAA y
<br />urY OVFA m 0~EVO°L'
<br />t M ]
<br />n $
<br />® 1/1S�i- 4• w/ 1 rP1ANPQA/1QN7I[MifFi2Y� D
<br />77 1 4 PMUNDTEf U1 e60W) TP 4j M ,TMir O.C.
<br />f/4 401 r NeL SHED T S 0. N 0
<br />a RAZE AT SE1gEY 2POO 04 FLAT OR ON MOO[
<br />1.4-10 MwmTE PANS N/
<br />t000 P10aTMYlON • , • WALL MQUEM
<br />NZETALLATIUM
<br />2 •W
<br />ALTER
<br />`..a•r'-'. Cn•
<br />FLAT OR ON w0 NATIVE
<br />[plEy7O SCALE 1/1•.r
<br />4CJAE 1/4•-t
<br />111QD90
<br />1. 04U ATOO ARE ONLY VALID FOR RADOM WIHA RSA. DESIGN LOADS
<br />IMP TO +MA. -75.3 PM AM PANEL'S LENGTH N TO 51-10•. $
<br />L FOR WOW S3MEMBERS TO E 9RrnEWN
<br />PAE W 2. W/ SPE NC DOWN OF OOR E 8
<br />Bc®L_u
<br />sa 9PFlr91aAT0y( AAD REgIOIEMIBNrS FaE 11� OF BAR AT Tar a
<br />oEIA A6 MR¢ N mMi)na•N ro 1rom (9 aR(�u •AMEa aN NIXD GPae •'3, i
<br />, OOD aE 2000 IRRQ WSLMPAIDN TYPE aN 1RaT ++WEWOfaII®
<br />HDa .D. NXIIRNAAI)bA er RFc1,anA. AUElNAI!IVE NE/0QR W100D PI1aY
<br />1tTP A Bolm MOUKN98 CAN
<br />W COEMMm N'IN EYYANRIGY ! LMaibM
<br />WI ro ROT ANY IMTALLATDN.. Sam 1/r - 1•
<br />NOT : SIIRTR TOWICKS NOT SHOWN FM CLARITY
<br />MAXIMUM PANEL LENGTH
<br />-L+- OR `L-" (ff.) 0
<br />MAXIMUM AS.D.
<br />M�M7N6
<br />(p.m.) (+ aL!-
<br />CONCRETE k WOODPPMM
<br />IRMTAlEA710M8 1
<br />20.0
<br />rr-0•
<br />a•-O•
<br />2a0
<br />f2•-0'
<br />t1=1-
<br />Sao
<br />ll:•1•
<br />Ao%w
<br />Jao
<br />,tr--ro•
<br />70•-0'
<br />IaO
<br />ALSO
<br />0.-4•
<br />1-1.
<br />540
<br />9•-1•
<br />r-1-
<br />SI0
<br />r-r
<br />1=0'
<br />no
<br />6•-a•
<br />r-r
<br />Sao
<br />Tao
<br />r r
<br />r-r
<br />730
<br />T-0'
<br />s•-Fo•
<br />Sao
<br />r-r
<br />r-r
<br />Sao
<br />r-o•
<br />s•-s-
<br />Rao
<br />a'-1•
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<br />a•-9•
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<br />roao
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<br />raao
<br />1v
<br />rr
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<br />-
<br />r-r
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<br />2 f/IC 1[n.
<br />IMPIAATO m
<br />Cam]
<br />,Err AD sL1EMM • r O.C. W/
<br />to E ETTIC W= NIAiiAp[RPo♦EIRA,ION
<br />O.A. �tf47 4• WWNC
<br />I.Yt 1 6.1:.
<br />a GanE rya, [TOO -o
<br />ry-1 FA. OF
<br />(Sm OLUL 1/2. •
<br />rim OVEFILW EVERY
<br />r r
<br />1 Ly N „W�/ �W
<br />B y,, � ,• �, NUT• d1�4'
<br />' s. W! S 1.790 (9Q
<br />A s•NUNot[r lA KLON) ` q t 4Y-2pS/r Ns r/E'L�NO �.
<br />CY ALIT f tr oc.
<br />M LAO BOOM • r OL W/ ))� /•/'PyLAD gcmm 0 r as W
<br />12, Ar. THIwOm PENETRATION
<br />ODCllAU.AT AEOVMEO i t/2' If. 1/FAOm P
<br />- LAIN. 2•a' ODOO MAY Olt ON
<br />ON EDGE 9OaIaN
<br />PLAN
<br />PLATE REOLO" RAT
<br />Blil
<br />us
<br />1 ALTERNATIVE VIAL
<br />SCALE 1/4•-1-
<br />fijEliZa AND CORRESPONDING
<br />CHEDULE ONLY FOR KO" STORK 2/4
<br />WA CONCRETE BLOCK at WOOD (t) r MINI _ANcNaIs (SEE SCHEDULE ONBOBBLE CD � AT EACH r
<br />1. wZ STETS 10 a11)
<br />EIMD reEN Tlacrs tE1.. m. 0
<br />Otl1ECt MaIYTED AT EatN dDM D.M., 20,03 4 • rT1-1-T-
<br />(&®°f®
<br />MAXIMUM PANEL LENGTH
<br />L+- OR -L--- (ff.) 0
<br />mAXMRM Af.D,
<br />P M1ING
<br />aaRCETE !WOOD
<br />OWALATIOW t
<br />2a0
<br />W-4'
<br />tr-r
<br />Lao
<br />rr-ro•
<br />n•-r
<br />Sao
<br />rr•-r
<br />ro=r
<br />ADD
<br />01-6•
<br />Sao
<br />1=r
<br />r-r
<br />Sao
<br />r-r
<br />s•-r
<br />Sao
<br />r-r
<br />1-0•
<br />Sao
<br />r-o•
<br />r a•
<br />Oao
<br />r-a,
<br />r-21
<br />70.0
<br />r-1•
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<br />no
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<br />r-0•
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<br />a"
<br />7-O•
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<br />r-1•
<br />r'-r•
<br />sao
<br />r-r
<br />51-10•
<br />,o4o
<br />S'-r
<br />,Oaa
<br />s•_3'
<br />1'-4-
<br />nao
<br />-
<br />a•-r
<br />It10
<br />-
<br />too
<br />M
<br />MINIMA sEPNMTDM To GLASS SCHEDULE
<br />MO SPEED c 170 w41h
<br />WOO SP> 170 -PA
<br />®
<br />ON)UNRESTRAINED
<br />nts)MUm
<br />wmcp mm
<br />IRESIMBED
<br />30 OR LESS
<br />1•
<br />1•
<br />r
<br />e 1/4'
<br />21" TO W
<br />1•
<br />1•
<br />7 1/r
<br />7 1/r
<br />>90 TO 145
<br />,'
<br />1•
<br />7 1/2•
<br />7 1/Y
<br />>10to
<br />1•
<br />1•
<br />-
<br />7 1/2'
<br />TOP
<br />BOTTOM
<br />GECt
<br />MOUNT
<br />N'
<br />HEADER
<br />V
<br />HEADER
<br />TARO
<br />AM
<br />T•,
<br />TMCU
<br />v 7RAL11
<br />Ara'E
<br />wigs
<br />'r TRACK
<br />GIaMAW
<br />-
<br />DOW maw
<br />N'
<br />3i'
<br />32'
<br />36•
<br />55'
<br />3r
<br />w
<br />4
<br />,3 "A, STUD NOE
<br />35'
<br />3e
<br />3r
<br />32•
<br />4r
<br />3r
<br />]Y
<br />>)
<br />1- TRACK
<br />56
<br />32•
<br />3Y
<br />42
<br />67'
<br />eo•
<br />or
<br />1
<br />so,]2'
<br />SY
<br />1.w
<br />Se'
<br />w
<br />f
<br />so•
<br />3E•
<br />w]e•
<br />1G•
<br />wsr
<br />2'.4' WOOD
<br />PLATE REOLN
<br />ANCIDTS
<br />S I,BCHEDU E ON
<br />WOOD
<br />(SEE I
<br />SHEET
<br />J
<br />I
<br />Am.
<br />WX
<br />summ m
<br />la GLASS.
<br />1
<br />1
<br />'L-
<br />PANEL LENGTH
<br />SEE SCHEDULE
<br />1
<br />(SEE SC
<br />ON SHEET 3)
<br />am HEET 3)
<br />1
<br />// •FLIT'
<br />I
<br />I
<br />or v
<br />MAX.
<br />• 12 1/2. O.C.
<br />� I
<br />. I ]•i:� l�l l
<br />RED W/ 3TW
<br />Clm) ON
<br />1,)
<br />EO
<br />1' IaX YMUr1N ro GLAIM aEMre4
<br />a fNal 3 Yr E ro 1 4 A[
<br />iffi NE
<br />OR) wmw s1owN PRaL Loom ■
<br />7L•
<br />fiN oa Ma[o TRW[ wi
<br />(4) 2N�0�T fs lMA O TT MR WIND
<br />IAAB.GL
<br />or
<br />D.M.. 30.
<br />® °r
<br />0.
<br />11/4, 3/4, 4/5, S/5 t 5/5
<br />W/s, 2Wf6, sWf7 t 4W/7
<br />r mA,R
<br />O
<br />•-I-�-r-r�-T-r-rr
<br />UNBOUED PINES BOLIED PANELS
<br />(EE EC1EXTIONS M/ 1 . t'
<br />(SEE SECTIONS AS S. YS. BOLT AS O EA OVERLAP
<br />- Ll -1.1 1_f.y^i-1--1-� 11-1
<br />Ix,
<br />7
<br />e
<br />WAX
<br />1 fH 2/4 1 /4, 3f 4, 4/5, 5/5 V �'
<br />lw/6, 2W/6. 3W/7 k 4W/7
<br />ANCHORS (SEE SCEDUF ON SHEETS L 10 &11)-
<br />REGULAR STORM PANEL n ELEVATION 1/4 ERN ¢AP
<br />2.a•7• N.T.S.
<br />(LIFE OAERAP -1 ww %MUM i
<br />Ij
<br />/.•
<br />M""' GP SECTION A -A L(D
<br />NTs.
<br />MSO
<br />(1) L+: MAXIMUM A.OWNU PANOL LEIM FOR A GIVEN POf1INE ASJL OEM LOAD.
<br />L-: MAX AMJDPIBLE PANEL IDIOM I= A GIVEN N[OMME AAD. OEMOM Loa
<br />(E mo m m TO OL omme waNM PANEL. WODh
<br />ONEDN A POSITIVE RSA. CM" LINO, DEfMOW VAU" AMID. UMM 1+' FMaI Sa1LDUE
<br />ONE N A PECAIRE ASA DESIGN I" DETUM M W XL-JM PANEL loom i-' room 202vi L
<br />FINAL MAXIMUM ALLOWABLE PANEL IDIOM M V ML ro THE IRNIBM DETERMINED PANEL LDOM
<br />loom T., •AID T: •.
<br />(3) SEE 1OHIEDME BOM FOR ME PANEL LOWN FOR PMOBIY OIPLi1amDN.
<br />OMMULAn M PRO WOOD ARE LIMITED IED TO t 16 Pal, MAX ABD. DEla ►E'/9UNE RATIO
<br />0. 10 a 11 FOR MAx. A". cum LOADS k MAX PANEL tDotH6 FOR
<br />FLORIDA BUILDING CODE Non Y NYrricam Zone
<br />.44167
<br />.RAIN R RIM MC_
<br />24 GOE OALVAMM STEEL STORY PAIL
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<br />m 1' MAX EON¢ /AAAIAM SNEERS • 12 A.
<br />O.C. ($EE TILE It a1 SEEF 11
<br />IIYIj^, SI y SEE NONE •• FOR LIMITATIONS FOR
<br />SUEEV
<br />SIF! I I t �i
<br />1/2' LONG SLEfliS.
<br />ULET
<br />. 1 I..,vALEL MATE FEMALE D OR PANEL ANTE
<br />.. PLUS (SEE SCHEDULE ON STET 11)
<br />i
<br />I BEASS PLATE REO SCHEDULE -
<br />ON WtED
<br />SHEET 3) 1 t DIRECT MOUNT W� SPACER ANNO
<br />1 * 1
<br />E ) .S WALE 3/1-1'
<br />I • 12 1/2' O.C. SEE TABLE /7 ON SHEET II FOR MAX. PANEL LENGTHS k
<br />1 WAX. A3.D ESIGI LOADS FOR THIS INSTALLATION.
<br />I --
<br />WOOD AIC ONS
<br />STAGGERED W/ Sim
<br />M �I, • (BEE 971AE ON
<br />j � :. II sIEEr n)
<br />' gg te4' WOOD
<br />- '`�,_ PLATE REDUIRm
<br />WALL
<br />MOUNTALT6BNsSCALE �1• I
<br />_ A rA rll .
<br />1�
<br />NOTE FOR OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D.
<br />DESIGN PRESSURE RATING (p.f.f) AND PANEL LENGTHS
<br />Top a BOTTOM MOUNTINGS CAN DE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR
<br />COMBINED IN ANY WAY TO SIRE ANY ALTERNATE 2W )
<br />INSTALLATION.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MLIBERS TO BE SOUTHERN PRE No 2. W/ SPECIFIC
<br />DENSITY OF 0,55 OR EQUAL.
<br />I m Ar! oY1oY LR fYMfY ! .. - IYYO a3eeM 1AIOAA
<br />(C) TD f1H6TXD IM0o0 LANE SPECIFIC CYANTY_ O . 0.56 W-Y.
<br />t. $TCIM IAHEL SIOIRN ON THIS PRODIICT EVAU,M7DN OOCULENR (PLO.) HAS BEEN VERIFTD FOR COMPLIANCE IN ACCORDANCE
<br />- 1 TIPC°N ANCHIORS. AS ~ACTURED BY LT.w. BUMEX, NC
<br />WITH THE 2020 (71h EDITION) OF THE FLORIDA BIALO9/0 CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH
<br />- 014-10 PAMOAMTE FEMALE I AND PAHELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCES.
<br />VLLOCTY mummm ke ZONES 0WW IT -UN / BIwwm COUMIES).
<br />- 1/4.9 LAG SCREWS PER N.O.S.DEEMWIND
<br />LOADS SMALL BE DETERMINED AS PER SECTION 1609 OF THE ABODE MENTIONED CODE. FOR A BASIC wD
<br />- T/1rr A 5/6• WOOD BUSHING, A4 DISTRIBUTED Or ALL POINT SCREW. BOU a SPECIALTY CO.
<br />SPEED AS REQUIRED BY THE :NRIOICTWN WHERE STORM PANE. WALL BE INSTALLED. AND FOR A DIRECTIC"M FACTOR
<br />KD-O.W LASING ASCE 7-16 AND DW-L NO EXCEED THE AtU M (LSD.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS
<br />CA) MINIMUM THRICAOED PENETMTION INTO WOOD OF TAPCON ANCHORS SMALL E 1 1/2' AND 2• FOR ELCO PAMELMATE PLUS
<br />3. 9 TIRU 12 k 17. 1&
<br />AND PANRAMIE FEMALE D.
<br />IN ORDER TO IVORY THE ABOVE CONDITION. ULTIWTE DES" WINO LOADS DETERMINED PER ASCE 7-16 smALL BE FIRST
<br />REDUCED TO ASX. DESIGN RAYNC. BY MULTIPLYINGTHEM BY 0.4 IN ORDER TO COMPAE THEE W/ MAX (AS.D.)
<br />C2) LOS" THREADED PENETRATION OF LAC SCREW, INTO THE WOOD FRAME UNIT SHALL BE 1 1/2-. NO THREADED
<br />DESIGN PRESSURE RATINGS WDMATED ON SLEETS 3. 9 MRU 12 k 17, /9.
<br />'"or
<br />PENE1RAt1GI1 NTD SIURCOO aHNN1 E CONSDEhD AS LIARS a THE 11EOUIREO RNREAOED PEETRAl10N.
<br />IN ORDER M VEN" THAT ANCHORS ON TINS P.E.D. AS TESTED "m °WTI STRESSED. A 33% INCREASE IN ALLOWABLE
<br />STRESS FOR WIND LOADS WAS Mal USED IN THEIR ANALYSIS: FASTENERS SPACING TO WOOD HM BEEN DETERMINED IN
<br />C.3) WOMLM EDGE DISTANCE OF LAO SCREWS. ISO WOOD 94AL BE AS INDICATED IN THIS CRANING
<br />ACCORDANCE WRN ND.S. 2016.
<br />STOW PANEL'S AOEOLNCY rOR I PACT AND WPM RESISTANCE HAS BEEN VERAFlW IN ACCORDANCE WITH SECTION 1609A.2 OF
<br />C.4) MIf1AA1 PFJIETRIIION K r000 d1SIN0 SOW. BE 3/6'. 1/4' 4-20 SLTIEIY4 USED SHALL t 1/2• LING NNNIINI
<br />THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS /00/4A1-01 AND BO219.o2-09, AS
<br />SFHOUID STUCCO EXIST AND 1' IAIINUTA FOR MIAUS W11F1 NO STUCCO.
<br />PER SST) 12-99 a AHTM E 330-02 STANDARDS. AND AMERICAN TESTING LAB SOUTH FLORId1 REPORT #1123.01-t0 AS PER
<br />TAS-201 AND TAS-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED N ACCORDANCE W/ SECTION 1604 OF TINE
<br />C.5) N RASE PRECAST STOWLOIN OR PRECAST CONCRETE PANELS, OR tWX70 BOAIIDS E FOUND ON THE EXISTING
<br />ANCHORS SWIM LONG ENOUGH rRUCOO
<br />WALL, REACH THE MNN SIAUCTUE BEHID SI1C11 PANELS.
<br />FLOM" BLALDIND COOS.
<br />RAGE SH S A
<br />ANCHORAGE SHHALL BE /5 YF3TONE'O IN C.1), C.I) k C.4)
<br />2. ALL ALUMINUM Da USONS TD BE 5063-TG ALLOY NA TEMPER. (UNLESS OTHERWISE NOIED). SEE SHEET 2
<br />(0) ANCHORS SHALL BE INSTALLEDPoLLOMNIS ALL OF ATE RECp:MEN0AT10N5 NIO sPE'CFMJUTONs OF THEAICNOR•s MANUFACTURER.
<br />3- ALL ALUMINUM SHEET METAL USED AT CLOSURES 914ALL WANE 3f05-H14 ALLOY.
<br />S. PANELS WY ALSO BE NSTNIW HDDZCRALLY FO110M W INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4
<br />4. ALL STEEL SHEET METAL PANELS SMALL KAVE STRUCTURAL O"ITY STEEL. ASTM A-M OWE 90 MANORM. 0-00 GALVANIZED
<br />THROUGH S) EXCEPT THAT HEADERS® k0 SHALL NOT BE USED,
<br />STEEL. DESIGNATION W/FY- 92.2 IOW (AFTER ROLLED).
<br />9. IT SWILL BE THE RESPONSIBILITY OF THE COMIRACIOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WERE SNITER IS TO I E
<br />5- ALL SCREWS TO BE STMIIESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN
<br />ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FIbME
<br />BUILDINGS
<br />5001e W/ 50 NMI YIELD STRENGTH AND 90 NN TENSILE STRENGTH AND SHALL COMPLY w/ FLORA BUILDING CODE SECTION
<br />2411.3.3.4.
<br />10. EACH REGULAR STORY PANEL WITH LENGTHS OVER W. AS PER SECTIONS 1. 2. 4. 5, 6 AND ALTERNATNE5 111, 3W k NW ON
<br />SHEETS 4. 5, 6 AI 7 RESPECTIVELY. SILL HAW A LEGIBLE AND READILY VISIBLE MARRING M6TNRCTNG OWNER OR TENANT TO
<br />S. BOLTS TO BE AS1M A-307 GALVANIZED STEEL. OR A151 304 SERFS STAINLESS SM WITH 35 IMr MINIMUM YIELD STRENGTH,
<br />SECURE PANELS WITH APPUCA$E ROMFQRCDADR DURING PERIODS OF HIUUCAtE *AMONG.
<br />7. ANCHORS TO WALL SMALL BE AS FOLLOWS:
<br />it, THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SNIFTER COrPONEM WHICH MRUM IN CONTINUOUS CONTACT WITH
<br />THE
<br />,HE BUILDING TO PBEVENT N N WI D/RAIRUSION.
<br />ro cDHRc,IIE:
<br />W Palm
<br />- 1FXSIING
<br />TAPCON AUDITORS AS MANUFACTURED BY I.T.W. SM)EX, W. (ILn. rc-3192 PaJJ
<br />12. STORM PANEL NSTAl1ATON SILL COMPLY WHIN SPECS INDICATED IN IRS MANNING PLUS ANY BIWDUC NO ZONING REGULATIONS
<br />- 1/4' P X 7/8• CLN-,N ANCH OR & AS MANUFACTU ED BY OEWMLT PC.
<br />PROVIDED BY THE JURISDICTION WHFJEERM PIT IS APPLIED TO.
<br />- 1/4•0 S VA- SOLD -SET ANCHa4, AS ANSI MMM BY ALL POINT SO", BOLT k SPECIALTY CO.
<br />r._3000 "J.)
<br />13. (a) THIS PRODUCT EVALUATION DOCUMENT (P.EA.) PREPMED BY THIS C NGIEEt IS CDCRC AND DOES NOT PROWE ]INFORMATION(Mn.
<br />- /14-10 PAtELMATE FEMALE D IN PMELMAIE PLUS ANCORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.-
<br />MR A SR SPECIFIC PROJECT. Le. WHERE THE STE CONDITIONS OEVMIE FROM THE P-LO.
<br />1/4•r 7A1AC NARK ANCHORS, M YANUFAL'TWIED BY DEWALT, INC.
<br />(b) CONTRACTOR TO E RESPONSIBLE FOR THE SELECTION. MA04 E AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />At) MINIMUM EMBEDMENT OF TAPCON ANCHORS N10 POURED CONCRETE SHALL BE 1 3/4': r MR ELCO PANEUAKYE AID
<br />BASED ON TINS P.E.D. PROMOS) HE/SE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.
<br />CONSTRUCTION SAFETY AT SITE IS THE COVIRACTOR•s RESPONSIBILITY.
<br />1 3/4• FOR ZAM1C NULN ANCHORS.
<br />(c) IM PRODUCT EVALUATION OOMMDff WILL BE CONSIDERED INAALO V MODIFIED.
<br />AL2) CAUL -IN 1 SOLI -SET ANCHORS SHALL E EMBEDDED 7/6• INTO THE Pa1Rm CONCRETE. NO EMBEDMENT ALTO
<br />STUCCO WWI E PERMITTED. 1/4• r-20 SCREWS USED SHALL BET 1/2- LONG WO" SHOULD SRICCO EUST.
<br />(4) SITE SPECIFIC PROJECTS SALL E PREPARED BY A FLORID& REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE
<br />AND I• MINIMUM FOR WALLS WRN NO STUCCO. AND MAY BE HEADED SCREWS OR AL THREADED SCREWS W/O HEAD,
<br />ENGINEER OF RECORD (E.O.R.) FOR THE PROECT AND WHO WILL BE RR5TMMZ FOR THE
<br />BUT WI7N wC NITS
<br />PROPER USE OF THE P14. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE
<br />P.E.D. ENGINEER. SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.
<br />A3) N CASE THAT PRECAST STGE. PRECAST CONCRETE PANELS: PAVERS. STUCCO OR WOOD BOARDS E FOUND ON THE
<br />EXISTING WALL OR FLOOR. ANCHORS SMALL BE LONG ENOUGH TO REACH THE YIYN STRUCTURE BEIR•D SUCH PANFIS.
<br />(4) THIS P.ED. STALL BEAR THE DATE AND ORIGINAL SEAL NO SIGNATURE OF THE PROFESSON:IL
<br />ANCHORAGE SHALL E AS MENTIONED IN At) AD IN A2).
<br />ENGINEER E RECORD THAT PREPARED R.
<br />(B) Ta E)45TIN0 CONCRETE a--. WALL. W: AsD C-
<br />14. SHINIER MANUFACTURER'S LABEL SHALL E LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />- //4' • TAtPCON ANCHORS AS MANUFACTURED BY L T. W. BUIDE%. INC.
<br />PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.2.2 OF FLORIN BUILDING CODE. ONE LABEL
<br />SLANT E PLACED FOR EVERT' OPENING. LABELING TOCOMPLY WRIT SECTION 170e.9A E THE
<br />- 1/4' O P 7/6• CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT. INC.
<br />FLORIDA BUILDING CODE.
<br />- 1/4 0 X 3/4• SOLO -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW. BOLT k SPECIALTY CO.
<br />- /14-10 PANEUMTE FEMALE D AND PANELWTE PLUS ANCHORS. AS MANUFACTURED BY ELCO ODNSTRUC710/1
<br />- 1/4• . ZA AC WOLN ANCHORS. AS W KlFACtURED BY OEMKT. INC
<br />0.1) WORN EMINEAMDIT OF TAPCON ANCHORS. ELCO PMELAMTES AND ZMMC NAL1N ANCHOR. INr0 THE •VGEN
<br />''•;�� fLORtOAA BUILDING CODE Non n V NurrlCom ?on1
<br />BLOCK UNIT SMALL E 1 1/4•.
<br />SIB
<br />S.2) CALK -IN k SOU) -SET ANCHORS SHALL BE EYBEDOM 7/6' INTO THE CONCRETE BLOCK UNIT. No •TARp44
<br />7
<br />.ama n,WI, wc.
<br />24 CAGE BALVMBZED STEEL STOW PAND.
<br />NXw�o Oft
<br />STUCCO SHALL BE PERMITTED, 1/4. 0-20 SCREWS USED SHALL BE 1 1/2• LONG MINIMUM SHOULD most. *
<br />AHD /• mmam FOR MINAS WITH /q STUCCO. Qp STATE
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<br />8.3) N CASE THAT PRECAST S10NE, OR PRECAST (])/CREST PANELS. 57UCO0 OR w00D BOARDS BE "LOPE I
<br />BEHIND SUCH ••...
<br />AM t a Aq ,Arts AWaPa A Naa,
<br />4m W.W. et MANY
<br />MALL AL =
<br />20-175
<br />EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCVU E Ai p\
<br />ANCHORAGE 94AU BE AS MENTIONED IN S.I) AND IN 0.2). S/ANAL
<br />w.. Nr,� . M • NNW ,
<br />�
<br />AYINC MN)NA-14M. FAIR Bf4)AM-NSF
<br />'A'. W.
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<br />CONCEIT Amcwn
<br />SHEETS a TS 9 TROHSCHEDULEGU 10)
<br />1 SEPARATION
<br />F- TO CLASS ._
<br />WHEDLAR
<br />ULCA 850-'� W ON SATES 3)
<br />1
<br />1
<br />CONCRETE ANI]ORS, r - -_:_--
<br />(SEE SCHEDULE ON
<br />SHEETS • THROUGH 10j
<br />L • L • � _ • i i � i _.L \I
<br />_L1
<br />To GLASS.
<br />ftlT_F
<br />la GIaL4S.ON SHIDET 3)
<br />(SEE SCHEDULE
<br />PANEL. UD WH
<br />SCHEDULE
<br />=-=i�--=-- ---T-- amaN SHEET 3
<br />1
<br />1 t
<br />I SDR
<br />� OF 1'
<br />I MAX
<br />i I
<br />I E G'
<br />T•N• P� 1 i 1 1/2• aG
<br />- t Mm.
<br />PANEL LENGTH
<br />(OIN STET 3)
<br />OF 7'
<br />1 i '-IIiT"ioa'DDT ra'1'afMMa a
<br />-••EO- F•-EO•-- t/4•-mt• SM NL S/ an
<br />04
<br />CONCETE OR I
<br />CONCRETE a)ac
<br />REQUIRED.
<br />;
<br />1 LTERNATE
<br />AwCam
<br />t )lF6
<br />AANCHORSE CONCKI! ' PORED CONCEIT
<br />ANCHORS CONCRETE itOCJt
<br />REQUIRED.
<br />r sF1J6y
<br />(SEE SCHEDULE ON
<br />smarm 9 THROW" 10)
<br />(sa 904MULE am
<br />SHEETS f THROUGH 10)
<br />SOOT ]/F7•
<br />mm
<br />SCALE J/s.1-
<br />EA. •EDGE DISTANCE NOTE FOR COMEMMTTON OF SELTDILS:
<br />(SEE SCHEDULE ON TOP a BOTTOM MOUNTINGS CAN BE
<br />SHEETS 9 a 10) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATON.
<br />CONCRETE ANCHORS
<br />SRTIs • THROUGH
<br />CONCRETE NAC"M�_/
<br />(SEE SCHEDULE ON
<br />*TIES 9 THIIGIOH 10)
<br />W/ @ ONLY volm SOW
<br />Si o CALK -IN
<br />AM USED k w/FANEILMATIMS
<br />WIHEIN
<br />ARE USED.
<br />I
<br />i
<br />T.• RUNE
<br />PNEL LENGTH
<br />(SEE SCHODULE
<br />ON S O 3)3)
<br />POUM CONCRETE
<br />_ L•: LION • N :AXtl •. .1
<br />L •►0 1:4 Cl I IM 101;0:4k1:041►14 6 011Lk toWlelal;e
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<br />9 mtiMED°USTND
<br />/ I
<br />ADmUAC1' a Ex1srlNa WOOD
<br />BEAM m E cERTr1ED By
<br />IE¢ISTEIRD FIGHTER OR
<br />ARCITECT PRIOR TO SHNTIEt
<br />INSTALLATION.
<br />ANCHORS ALTER14KTE WOOD AE
<br />SCHEDULE ON (SEE sCED` ON
<br />SWEET 11) SAEEI i,)U
<br />OWL WOOD HELM
<br />EpST111O �1
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<br />1
<br />REOUMm
<br />¢IAL55-1
<br />1L000 ANCHORS
<br />(SHEET
<br />j
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<br />11)
<br />IN,.
<br />I
<br />1
<br />SGIEDILE
<br />1 DIN BEET 3)
<br />1...
<br />,/4•P-at•
<br />w ,R
<br />-v MAIL
<br />1
<br />----) PANEL. LOOM
<br />(SEE SCHEDULE
<br />1
<br />1
<br />ON SHEET 3)
<br />_
<br />1
<br />1
<br />1
<br />1
<br />t i
<br />1
<br />1
<br />50M
<br />OF V !
<br />O 12 1/2' O.C.
<br />1
<br />No
<br />1
<br />,
<br />:.
<br />T16' WOOD 2
<br />CK RECURRED FAMORM
<br />HOOD A11a1DlRs
<br />(SEE Sc EOU:ESHUT
<br />----
<br />SEET It) -
<br />NOV
<br />Cf.YJNG AND
<br />SCALE 3/9-,•
<br />IMINg
<br />__.........
<br />NOTE FOR COMBINATION OF SECTION& )�
<br />1. INSTALLAT1014 ARE ONLY VALID FOR MAX. A.S.D.
<br />TOP Be BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE WLTBVG (p.9.f) AND PANEL LENGTHS
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON Sty 3
<br />INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC
<br />DENSITY OF O.SS OR EOW-
<br />1*, SEPARATION TO CLASS.
<br />(SEE SCHEDULE ON SHEET 3)
<br />l
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<br />WIN I I11
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