|
IMITMW A.S.D.
<br />1FY: p■L
<br />YIP. pmvDi
<br />(SEE
<br />10 OIA39 �"
<br />CONWnON
<br />EiC7q/dm
<br />.64.a -753
<br />70' OR LESS
<br />1 6/+r
<br />8o1 LED •
<br />1, Y. PTA,
<br />2'*! 31
<br />.06.0. -73.3
<br />m• OR LESS
<br />2 7Jr
<br />BOLTED •
<br />a- t s-
<br />• F ! •-29q/�SPSNELM.S a "UNIT AT OVEAAP a 4QX OF PANEL LENGTH
<br />AS.O�I
<br />MOAN Mons AV,CIN9 FOR E. a . 1 1/2• "•
<br />APRLICMg! TO
<br />xcnm III
<br />AM Co1IGMMN
<br />R UNION
<br />MAXIMUM PAr6
<br />LDOM 'L' (N)
<br />PRESSURE
<br />RATINM
<br />rl.
<br />1Aroa11
<br />CNX-RI
<br />MIDMAR novel 0
<br />ANEUAOE PLUM
<br />m CONC ETE
<br />m WK'NOE
<br />/0 coI1Q�(
<br />m OIFIOIETC
<br />12'
<br />N/A
<br />12•
<br />N/A
<br />12•
<br />N/A
<br />12•
<br />N/A
<br />V k 2' (TOP)
<br />If'
<br />3'•
<br />t0'
<br />3'
<br />S'
<br />{'
<br />S'
<br />4'
<br />I• wnm)
<br />2000
<br />12'
<br />3•
<br />12•
<br />5'
<br />6•
<br />r
<br />B•
<br />r
<br />t (BD,TOA)
<br />t.
<br />86.0, -75.3
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />t2 1/2'
<br />It-
<br />2• (BOTTOM)
<br />70. OR LESS
<br />7-
<br />N/A
<br />6 1/2'
<br />N/A
<br />4 1/2'
<br />N/A
<br />4 1/2'
<br />N/A
<br />J' (TOP)
<br />12•
<br />N/A
<br />12'
<br />N/A
<br />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 />MIA
<br />12'
<br />NJA
<br />4' (TOP)
<br />12'
<br />9 7/2'
<br />12'
<br />11'
<br />12•
<br />W
<br />4• (BOTTOM)
<br />t CHI= TO NCO P.aJ. AS.D. DESIGN PRESSURE RATING.
<br />S TEE BEET 26 FOR ANCHORS TYPE k SPVCM FOR I/MCII/4MM NTo WOO
<br />nwx BW.M
<br />V*W M ANCHR $AMENDS AND M2MlM CM 1tWMa AN NCCXM ON THIS
<br />11004MAL FOR Co UM THAN ODIOflD ON SOOMIK E ImUCE ANCHOR SPACING
<br />W YUL710.YAN 91•ACOG SHOW DII fb®tAE 9Y THE FOLLOMMO FACIRMS, FOR
<br />INS O pomr4N m SE P06l9LL, REDM S7ACAS OWAOM USM FACTOR SIOLL
<br />NOT K LEIS D" N•M■M SPACING OWATED FOR OOH ANCHOR TYPE AT
<br />ANCIORS LEOLfND
<br />now I'm
<br />TAow
<br />'"M1
<br />rA 00.0 IRVM 9R)
<br />a
<br />3
<br />]
<br />2 1/2
<br />4AMa•Y1NM OMr.Y QA3
<br />M",'"'') oww Rir4 0•)
<br />3
<br />a
<br />a
<br />a
<br />3
<br />3 ,/2
<br />3 1/2
<br />=a CA SOW mmmiR
<br />01011
<br />21/r
<br />r
<br />Im
<br />-
<br />IA4
<br />r
<br />a I
<br />LAID
<br />-
<br />UO
<br />i
<br />+ REOU tES YM. DISTANCE BETWEEN BOTTOM OF PANEL I
<br />AND (1) TO BE: 1/2• . 1
<br />1
<br />•}+ RiDLOEB WA. OgTANCE BETWEEN BOTTOM OF PANEL I
<br />AND ® To 9C 3/fr 3/,9•
<br />Mr,.
<br />COMPONENTS FOR REGULAR, LIFE SAFETY & E-Z HANG STORM
<br />(SCALE 1/2-17
<br />PANEL SYSTEMS
<br />-1S.1W (TOTAL WOTN).-
<br />r,-35D• _.
<br />i'NEM a
<br />11.So0' (F7FECTWE WIOTN)-- ---- .._. 193•
<br />,--t SRO'---A.350• 11.SOD' 7.250' )Or
<br />L
<br />1,024MA2m S a 3.3>s
<br />- ., 2'' . s mlo
<br />an a 12
<br />tBB'-+• 10 -- „YW K aWa1sE9I
<br />, -,
<br />EOOE
<br />--DIME A
<br />ADM Ati33 TYP. wm soPM•+1�
<br />0-M+ WLv,
<br />SB
<br />2. .OD4'
<br />iOBE� 2.t,T5•
<br />--T7I
<br />-. _. i
<br />`--$ 1
<br />.OBI• I -125• I
<br />_
<br />i
<br />t350' O STORM PANEL r--1.360'--
<br />oETAa AJ_ 1_1._.
<br />_. .37r
<br />PAELS GALL BE ,rwxm ANLYa
<br />FNOY LEFT TO RIGHT r/ 1/r LOG
<br />A ENO AT LEFT SIDE OF PANEL
<br />_ -- 2,307•- .-;
<br />2O 'H" HEADER
<br />or TRACK f�4 /il M WITH STUD
<br />PANEL Is ENO LP // ; '
<br />W/ h AVM FDOE
<br />i0 OS`
<br />`
<br />TYP TOP DGE
<br />1 �rOF RNu' W.YN62ED STEEL
<br />•
<br />PANEL
<br />-
<br />-.•625 -
<br />Y
<br />�1i.23o''`r.'•--
<br />1407' W.625•
<br />as75 G250`0
<br />L_ __i
<br />x 2w' -
<br />L,I 644C YIEM/ DETAIL A
<br />�T 7-� i00'
<br />W2m
<br />'. �,'
<br />wrEl © OR
<br />'
<br />1
<br />ROUNDED CORNIER O ENDS OF PANEL'S
<br />END UP W/ Wmmm EDGE.
<br />N . AM, ,On.
<br />{jy`I
<br />t._._ `a/•625,mormw
<br />3.770• .oT2•
<br />2.J79• --•--
<br />(N.T.S)
<br />3 S00 (--- .091• (ivv )).- >
<br />HD'WASHERor
<br />O 3f�-MI54 ALUM. ALLOY
<br />.3L
<br />© KEY HOLE AT
<br />PINE.PINE.A l
<br />PANEL-
<br />1 '
<br />7 124•
<br />- ,750• -.
<br />• SEE SEE 6 FOR ADDITIONAL
<br />.513' LAWATOW IT SLEEVE UDsm is I
<br />:
<br />:�,•
<br />O SLEEVE T 1 /B' f
<br />I I. -. ',5' MAX, 1 tY/STY
<br />IOLX
<br />_ 12s
<br />f )
<br />L_ w sm rae IIR1XAlILRIS NMm
<br />A 12a•-- W00D SIR,ICIYRES
<br />-2.0,40•-._._-
<br />"N'
<br />2.m.
<br />O --i
<br />t..t te' I
<br />o50'r
<br />'U'
<br />Tom•
<br />(TYP,)'
<br />2.000 a aeo+-I
<br />�7so-
<br />0 REV. HEADER
<br />HEADER
<br />O
<br />- -J _�
<br />�.A ��ryL2q�
<br />® SL M■ti 1 " MAX
<br />s
<br />--,• MIN. TO 3- MO,.-
<br />@ e�I.E
<br />2.OD0-- -'
<br />"J,
<br />J
<br />37{
<br />!i,' .606•
<br />1.e7f'
<br />LENGTH
<br />1 --- ).am• eosT-n ALo7
<br />- - �' "'+i .470• 275• -i�-
<br />yip A. 7�
<br />�•,.••"""•••.,•
<br />d , JCEN4 •�
<br />•� -
<br />s No.44167
<br />t t Tg=
<br />1©
<br />(1 1/4" WIDE)
<br />(USE ONLY FOR E-Z HANG STORM PANEL
<br />SYSTEM) 6063-TO ALUM. ALLOY
<br />FLORIDA BUILDING CODE Non i h VelocityNurricom Zorr
<br />EooD• � P t, t 125' BeD•
<br />M •L'D'
<br />E._-----L"-..1
<br />. m A16A Na IT-
<br />24 GAGE GALVARM STEEL STORM STEEL PANULN
<br />T, _.! �•
<br />_ --
<br />,.20,'
<br />ON
<br />17 SO SECTIONS
<br />STATE OF
<br />41.
<br />- --
<br />W.
<br />_ L
<br />1 L E C O lue.
<br />�T/2]f262o
<br />PROTECTIoN Paooucis, U.C.LLc. M
<br />•
<br />i
<br />•sm a.E s, sAMT
<br />TMAIF 7L =14
<br />1® @�y1�L�D�-O�UyT��"�F"
<br />®4 BUILD-OLIT "F" TRACK 1 b t S�1 T6EAcucREe WINLiNUT
<br />/ 1
<br />/
<br />�• R # Yr#,M•41A
<br />'�1° �+kk•+ ' W
<br />GA
<br />R rAA"ir 2G-175
<br />« -m, _ M,a` t+14)r.,7Na N+k DN+>a MARTIN Mw
<br />Jmlt
<br />(ZAMAC 3 ALLOY)
<br />Pt iAJlrAOM[/MTt
<br />mi M, P.E.
<br />NOI Za0
<br />CONCRETE ANCHORS
<br />(SEE SCHEDULE Ofr
<br />SHEETS 9 THOUGH 10F.,
<br />DNgiE1E REOIAR�
<br />EXISTING POUM
<br />CONCRETE
<br />usanw
<br />u1oM L t' MIn.
<br />1 PANEL LENGTH
<br />(SEE SCHEDULE
<br />W SHORT 3)
<br />lJ 55mOF 11
<br />Q(y�j MAX
<br />IZ /Z• ac.
<br />i
<br />\4\\ OF WALL OR SLAB
<br />RE,OIXRED 3I4, ��.. (ALT.
<br />CONCRETE ANCa q
<br />(SEE smmt IE ON --_ED. �-'--
<br />SHEETS 9 THROUGH f0) -
<br />CE3LING Ajj Hr MOUNTING
<br />srJUE 3/e-+•
<br />CONCRETE ANCHORS
<br />(SEE SC,IFDWE ON Y _.
<br />SNEERS 9 THROUGH 10), ,
<br />Lb
<br />TERNATE CONCRETE
<br />AN ANCMORS LOCATION
<br />SEE smame W
<br />SHEETS 9 THROUGH 10)
<br />'.,A ALTERNATE LEG
<br />4WI,• Ala sMIWR ,w
<br />i r+••---t--,N-;. - ---iUt rNODI IeK a6rr a
<br />J _
<br />,O MAW
<br />{SEE SCHEDULE W
<br />AY
<br />CONCIEfE ANCHORS
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUOI 10)
<br />EX�h� POUR
<br />--OE E
<br />REQUIRED
<br />RED!UN
<br />SECTION 5
<br />SCALE 3/3-1-
<br />TING
<br />FOR COMBI LADON OF lCCT=:
<br />E.D. - EDGE DISTANCE
<br />(SEE SCHEDULE ON TOP At BOTTOM MOUNTINGS CAN BE
<br />SHEETS 9 # 1D) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />EXISTING
<br />00 p01//CRFTTE BLOCK
<br />...
<br />REOAED.
<br />co"CREIE ANGgRS *fi f
<br />(SEE SCHEDULE
<br />SHEETS 9 711ROLIGI/ 1 j
<br />I
<br />j j
<br />• S Ip aG
<br />- New •Sus �f 1� iJi if,✓`J� I PANEEL LOOM
<br />(SEE SCHEDULE
<br />SEPARATION
<br />TO PASS. ON SHEETS
<br />I Au�iDL#tiAw (EE ( SE 3 I s/A•2a+• 9 k 10 F
<br />1 i - SPACER
<br />him
<br />SPAR
<br />1 ,BON ae, 7-n PANEL LENGTH 1 I
<br />I _ -I OWN SHEET 3) OAL •I _.. ' _. '
<br />SCHEIKILE
<br />1
<br />I � � Y.
<br />I FACER I
<br />I _ _ _ 1 ED %/f tENGT. H
<br />aa,,,Ea,�KVO BWa 1 C-
<br />r • 4 1/r oc. '
<br />CONCRETE ANCHORS � T
<br />(SEE SCHEDULE ON
<br />SHEETS 9 11ROUON ,O)
<br />Np 72 I/B• NANO MAX. ALSPACERS O 61j/�A' O.G VAUD FOR
<br />ALL DESIGN LOAM ANQ PANEL
<br />EXISTING
<br />LENGTHS PER SIFTER 3.
<br />tONCRETE BLOCKCONCRETE,-
<br />REOLOW,
<br />+• Mo LOW ALW9ATIA SPACERS
<br />t2 1/2. O.C, (SEE TABLE /, W
<br />SHEETS 9 a 10.)
<br />WALL MOUNTING
<br />jD1 N! W/SPACERS OR
<br />SCALE 3/s-,•
<br />INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL ail
<br />INTO EXISTING WOOD STRUCTURES
<br />,/4". LAC SCREWS M I'" W/
<br />- , I/z• MM 1,IRD0[D M•elTaA1KN
<br />-'•-_ ; 1/4'A LAG $CMWS • 4' O.C. W/ -"x' m EOS,Wo 1POo0 HGOE11. -i ( 2 New 00� 1/4'• tA6 SCRUMS . r O.C. W/
<br />I/Y Mh TINIMAOED REMETUTION i
<br />TxMtINa MDDa LEADER. I FAT OR O. Em 1 1/2' W THREADW PENEETR41M
<br />t Can,. IN S { 9 To " MA3 WOOD ,EAOM
<br />' �
<br />tl • FA kW/ oFQ , 5 `=-.may/ 1/sY. . Y.S.
<br />6�W7�lY INC
<br />• G [ND Di Q % fy �• i
<br />, ((//��•--•
<br />a 1 tX* 1 Al SY.B.
<br />i� LAG scALws • a• o.c. W
<br />1 -i
<br />14Y- yO�}) ss z T,pEAOEp PENC1RitilON !'t
<br />4' , • u 1 Mh.
<br />fA END
<br />(m DETAIL 1/2 A i. I L_. - �_-. YS. FII 7� P.a/37' m Q,STNG WOOF ,TAROT. Q
<br />I to BEI.OP7 )
<br />-NOR of CVFw (TYW)
<br />(SITE DETAIL 1/24 A _I •
<br />CeM LI
<br />NAen. POP RAtW F1Ml' LMs. ! 1�j[ IA
<br />Rrew� RnIM aF Exm ® • EA Fla of-
<br />7l S
<br />I 1 E e I
<br />-haw
<br />T I'm A BµELO.I
<br />� T- �
<br />I - 1
<br />'- I ,wuDa IEAoeR AE0Ur2D
<br />2 0/u• I%, /
<br />Y' Ii N.. I S
<br />t) N,(J♦••-�H'
<br />4Y/wBA�. 3/
<br />2 9 CLAWi N' L D1/6S t Tk /a Y ,]" OrCOT •'
<br />J7/6
<br />ro NXwss. � Wy f MUr I
<br />i
<br />EVEN OVERLAP A
<br />N 1//N''PP�•-a,3��AS4aW/N' - TO LY.KY� j tf/�P•,I!�3fh3_/-i' C:
<br />,uy
<br />,�(/
<br />1 .. 3 9/4R416'M - WINK ll,iT • WINO
<br />N�
<br />g TO OASIS EVERY OVERLAP i rWY OAXAP
<br />El� gR2NS
<br />Y
<br />� � d � • 8 e
<br />y
<br />fW r ( "
<br />i , 4••-2t1ba/A• MS � x S 3 CAW
<br />- 7/ /3T 3
<br />NUT
<br />• Ms, /'.•T� -• i� 1 .`• RA1BiMATE FEMME D B i
<br />1 /i•F'-- 4w
<br />t3 l 4* Us,
<br />RNV D HATE RIMS w/
<br />NOT
<br />/ /B /
<br />1A BElD11') I I REIETRAMTNk,1 1 D.0 4a/32 �MaA:
<br />, li-.
<br />f
<br />gi _ NVI DR 4 /4.
<br />1/4'E LOU SCREWS • r OL W/ -3Ar. t21 h•F W t/NY- .- M.8 IF/ 25'� t 250
<br />1 , 4H. 1,MI10[D FYNEIMMMN • w000 hA T rM ` 1 NOE IA r'LOaf)
<br />y O MANE A4 SEINES 700o OR
<br />fI lhm PA/E1AMTE PLAYS WJ TUT lW 0!i EoOF •"' + 4 4-ROTC IA E4d) I'•} If 6 f//AY-2paa�4 MS W/ 7/6.4.3/32'
<br />7PLALTR4IRN • ,1 • ,"TUG MIT f IY OC
<br />IWOi J44 LAG SCREWS • 6. OC w/ ,/4Y Lm sGADr3 • r aC M/
<br />MM. a)7 2'Pa' �- wi, + IJ7• Yin. „MUIaD PDfTRAT1oN Y,rt fT Y ' +/3' Kn 1,WFABEO RENF]IUTON
<br />YIoOD hAR RB6Mw[B 7qA -
<br />a N0M0n, OF PLATE
<br />TUT DP ON EDGE' ,�TERNATIVE 2"W MM, 2'A4- MO M Ddt ON EDGE
<br />SCALE 1/4-.1- �1 PU7E
<br />REOUMRB TAT
<br />ALTERNATR/E 1'•W `'But
<br />SCALE 1/4'.1• '
<br />ELDER TO
<br />21� ALT 4INSTALLAT1iulF
<br />I, INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH ASO. OESXW LOADS -�-�` L4MNN SCALE 114•-t-
<br />UP 70 .66.0, -70.3 00 AND PAWLS LENGTH OTH LOP 5-10" " Y�LTFRNAiIYE 3 FW
<br />2 FOR NEW *DOD FRAME CONSTRJIl"I WOOD MEMBERS TO K SOUmERNE•P;,) T;!•[IT J<, SCAT 1/4•. +'
<br />PPE Na. 2. W/ SPECIIC DEMSDY OF o35 OR EQUAL -- � . : ✓,y43�
<br />F :
<br />VC
<br />• FLORIDA BUILDING CODE ("lith velocity Hurrlcone Zons
<br />3 : N0. 4 Te MMa "I"m •Ic 20 GAGE GALVANIZED STEEL STORM PANEL rP
<br />W
<br />SFE 1LPFDMIDA .tl0 REOLI,RFMOf15 iM WUI ® AT TpP AS �, •,,.
<br />�
<br />WTLL AS RMEWT:OfIECT,O,N m 1RACK5 ® OR(p nT WOTOM, BLSED
<br />1� i
<br />,000 oR 3060 I,ASMLIAION TYPE IN SSAMEEETT 37 STAT OF PNJ2■JLmo
<br />-
<br />.R.RI� PF n f(Q 0► 1I. E Cr O IERc. GIMBAL PROTEC110N1 PRODUCTS, LLC. am
<br />Gywnww ... n'•.
<br />CC--
<br />NAFS •'••••• V` �' fr, M. # 4•.lai R Y MIRK: (tib4OH■I-T•14. FACCON Aff CIVIL •ER6.TF®-M1a1 20-176
<br />TOP ! BOTTOM CAN �MU,S1�N ••��
<br />mmev 05 % COMMED N ANF .:.. am o•.IUP. s , am n•_IY,
<br />WAIT m sUT ANe •NSMLu7roN. WENT. 1 4 t• A -
<br />AN/IIN N bw +•'w OIM•RO NO,
<br />,0R - SFa77fEA TAROKS NIT S,aMN F(RI CIARIT9 PE R WW,1A A�MLf71X., Pt.
<br />1 091T r a b
<br />2/4 11 /4. 3/4. 4/5, 5 6/5
<br />lum SINOE_e PANES LENGTH "L" SCHEDULE ONLY FOR REOULILR STORM Vi 21Y/6. 3W/7 t t 4W/7
<br />AMG"G"S (SEE SCHEDULE W
<br />5 INSTALLATION!INTO POURED CONCRETE. CONCRETE BLDCK k WOOD (tj 3' MIDI -- --- SHEETS a to 411) - ----------------- 3 MAX
<br />- PANELS CI) OMMU� 1LLE k M M
<br />AT TOP OR BOTTOM END WITH TRACIM a)- W'i_ 1) t.� � D.M.,02 fl_4•
<br />WITH TRACKS OR n W DIRECT MOUNTED AT EACH F_NDO F' T l -- ., -" r I- -1'- "l -- T--' t- 1 - ? `r r ? r'1- ?' T" I- T - T -r `i" T
<br />MAXIMUM PANEL LENGTH
<br />L+' OR "L-" (ft.) D
<br />MAXIMUM ASD.
<br />DESIGN
<br />Pftemm SamI6TA1A1DNS
<br />CONCRETE k WOOD
<br />t
<br />Lao
<br />IY-•D'
<br />1?=0'
<br />210
<br />rY-0'
<br />1/•-B•
<br />Sao
<br />II' -a•
<br />7r-9'
<br />AO
<br />/B=rO•
<br />to'o•
<br />4aa9-�-
<br />41t,
<br />D=S'
<br />r-1.
<br />aao
<br />o•-r•
<br />r-4•
<br />ss.o
<br />s -7-
<br />r-o'
<br />Bao
<br />a-r
<br />r-r-r
<br />no
<br />0,
<br />r-4'
<br />r-D•
<br />70.0
<br />r-r
<br />710
<br />T-S•
<br />6•-TO•
<br />eao
<br />71-1•
<br />r-7'
<br />no
<br />r-o•
<br />r-a•
<br />90.0
<br />w9•
<br />r-r
<br />logo
<br />6'-S'
<br />a'-1 / •
<br />fast,
<br />01-3
<br />51-91
<br />/Tao
<br />I ra0
<br />Ils.s
<br />s=a'
<br />MAXIMUM PANEL LENGTH
<br />L+" OR L-" (ft.) D
<br />AIA101tM NSA.
<br />PRESSURE RATING
<br />CONCRETE k tW700
<br />NSTALATION9 t
<br />Tao
<br />rs•-4•
<br />r3 -r
<br />210
<br />11 =t0•
<br />11-r
<br />510
<br />II•-e•
<br />ro•-r
<br />Mo
<br />NO=1o'
<br />I=9'
<br />•ao
<br />410
<br />I'-T
<br />6•-r
<br />sao
<br />e'-7•
<br />o•-r
<br />Sao
<br />S'-r
<br />71-91
<br />Pao
<br />I'-0'
<br />7' S•
<br />Mao
<br />r-a•
<br />r-t•
<br />70.0
<br />71-3•
<br />6'-11•
<br />710
<br />7'-1•
<br />r-S•
<br />Bao
<br />r-0
<br />e-s'
<br />Sao
<br />MO
<br />S=9-
<br />e•-I,
<br />96.0
<br />B•-7•
<br />s'-fir
<br />raao
<br />sa
<br />s•-r
<br />IO&0
<br />6'-i'
<br />5•-41
<br />110.0
<br />ns.o
<br />I44
<br />.•-a•
<br />MINIMUM SEP RATION TO CUSS SCHEDULE
<br />LNAX•dM
<br />PAM LFN6T/N
<br />WOO SPEED 4 170 m.P,A
<br />WIND SPEED > ITO ,nti
<br />aR7
<br />L##tMTRAOEO
<br />11Ei1RNNED
<br />L►oESTavfEn
<br />RESTRWNED
<br />30 OR Last'
<br />,•
<br />6•
<br />6 1Ja
<br />>3310 so
<br />1•
<br />,•
<br />7 1/2'
<br />7 1/2•
<br />>90 t0 14S
<br />1'
<br />i'
<br />7 t/2•
<br />7 1/2•
<br />LMMIML1M PANEL LENGTH Anil FOR • GIVEN MOUNTING CONDITION
<br />-. TOP
<br />DIRECT
<br />MOUNT
<br />1.
<br />HEADER
<br />V
<br />HEADS+
<br />I.s�s•
<br />A14D(E
<br />r
<br />TRACKBOTTOM
<br />r»lot'�`t
<br />?- iRApT
<br />-
<br />DMECT IIOLIR
<br />N'
<br />32'
<br />]t•
<br />JS'
<br />SS'
<br />SO'
<br />SO•
<br />4
<br />1-S'X1.5• STYE ANGLE
<br />35•
<br />32•
<br />32'
<br />32'
<br />42'
<br />6
<br />'Y' TRACK
<br />ss•
<br />32'
<br />32•
<br />42•
<br />67•
<br />1
<br />W
<br />50•
<br />32•
<br />1.
<br />3r
<br />10'
<br />s6'
<br />S6'
<br />1
<br />sD'
<br />32'
<br />32"
<br />Je'
<br />60
<br />Sr
<br />SO'
<br />71
<br />_.. ILINBDUED PANELS :.; I BOLTED PANELS w/ jg4•-2O
<br />(SEEAR SECTIONS As .i I -- (SE MSEC'� AS Al"XABLEOVERLAP
<br />D.M.. 3O.®, -_ --I- -11 .-.. -. - --- - - - - - - - --
<br />O O 0
<br />®Or® " 3 MAX- '3'W11M
<br />_ 1 MIN.1 /4. 3/4. 4/5. 5/5
<br />---2�4-MCHO1S (SEE SCHEDULE ON SHEETS 9. 10 &Tl}/7 t 4W/7 1 W S. 2W/6, 3W
<br />REGULAR STORM PANEL (f) ELEVATION
<br />EMr N.T.S. 1/A' Ye aW
<br />....., (MN OVERLAP -1 "HOLE tA"m I(-
<br />' GAP SECTION A -A
<br />1 N.T.S.
<br />IIINE91
<br />(1) L+: MAXIMUM ALLOWABLE PANEL LENGTH FOR A OVER P09DM A". OFSIN LOAD.
<br />L MAX UREALI MWIE PANEL UMM FOR A ONE" NEGATIVE A.SDESIGND. DON LOAD.
<br />(2) PROCEDTO DETERMINE MAXIWM RNNEL LEMON:
<br />OMEN A POSITIVE NSA. OEM LOAD. OMMARE MAXIMUM PANEL Loam •L.' FROM SON
<br />WEN A REDIC E A.U. DESIGN LOAD. DEMURE MAXIMUM PANEL LE219TH 'L-" FROM SO
<br />FINAL MAXIMUM ALLOOMMILE PANEL IEMOTH O EQUAL TO THE M" DEIOBMID PANEL L
<br />SEPIIM 1,.• AND 1=.
<br />(3) SEE Sq EDU11 FROWN FOR MN. PANEL LOON FOR POROSITY QUINSICATON.
<br />' SISTN1ATg1E RITO r000 ARE IIIWIm l0 : 95 0.41 MAX ASQ OEaIOI PRESSURE RATING
<br />9. /0 a 11 FOR MAX. "a. DGWW LOAM a MAX. FANEL LENGTHS IN
<br />T e3A`tRS '' FLORIDA BUILDING CODE Non ft9h Voloclity Nu
<br />cons Zone)
<br />*
<br />.44167
<br />.Wr• 7W'BGO 'c'
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />a AFJ,'r
<br />PROTECTION PRODUCTS. tLC.
<br />°'mfrM
<br />axe
<br />TATEI)F *
<br />IL ECOE«6.
<br />_
<br />ORIOA P'�� �yj
<br />Nso6 u s, sTRa+
<br />20-175
<br />AFT•..
<br />Ml " 6
<br />•,• • _�'••
<br />_ _ ._ _ -_ ._
<br />Da.RM ,VIP
<br />INSTALLATION DUAILS FOR REGULAR PANEL (1 INTO WOOD STRUCTURES _
<br />r
<br />!II'I wsEP CLAM
<br />I, SEE SCHEDULE ON - f/♦-.-19,1. {SEE SCHEDULE .. 1 I��j.!!.JJTr,•
<br />..O s9„1WX HFA9 I W SEEr 3) 1 -1 eL9nn w
<br />I'. SHEET I1)
<br />R 'wRi
<br />UMN van71
<br />EXIST-i -_ ._ __..--) PANEL LENGTH
<br />TH
<br />HOOD HFJIDEIM Na00 ANCHORS _.1PC`�` I
<br />•. ._ I I i-_.
<br />SHEETREWIRED
<br />li (SEE SCNEOLAs ON = ON
<br />r -
<br />vet1/AI4T.
<br />SITTER 11) U' I sUR A
<br />I
<br />I• 1 1
<br />or
<br />-- WOOD HEADER2 i I YIN[.
<br />EO
<br />I REOUF40 ,
<br />' •
<br />:Min ._..
<br />- __-_ i I I Eol 1
<br />O I
<br />L
<br />- T I 1' MAIL L01/0 MLUWNUM SPACERS O 12 1/2'
<br />"- I I� I I �• O.C- (SEE TABLE II W SHEET 11.)
<br />( J SEE NOTE " 9E10W FORLMRAtgNS FOR
<br />'V ',
<br />ARA WX. I 1 1/2• LOUD AEEYES.
<br />SEPARATION , 1• I ,
<br />GLASS. PANEL LENGTH PANEL LENGTH 1
<br />I
<br />(SE SCHEDULE! (SEE SCHEME1 I j (SCE SCHEDULE -
<br />DIN SHEET 3) I { 7 _PANEL MATE FEMALE ID OR PANEL MATE
<br />ON BEET 3) 4_2. ON SHEET 3)
<br />N, -. 1 _ _
<br />1 T 1p^•-mn• PLUS (SEE SGHEDtAE ON BEET 11)
<br />YIN.
<br />ARIALTION
<br />EXISTING 2".4* WOW
<br />_0 GLASS
<br />.-1 ♦_.__. i CRASS--1 SEE SCNIEDULE. 1 r�� PLATE REDUCED
<br />I� -LJ
<br />sN SHEET 3) I DIRECT MOUNT W/ SPACER 10
<br />ALTERNATIVEE
<br />1 I v SCOT 1_. - 1 •�t_2' T/2" O.C. SEE TABLE /t ON SHEET 11 FOR MAX. PANEL LENGTHS k
<br />E
<br />_ .
<br />1 MAX A3 0 OESN7, LOADS FOR 1165 UNSTALLAtttrN E
<br />1 OF 1' to �..
<br />I
<br />( _ MAX. T
<br />1
<br />t '.
<br />O 12 1/2. O.G�
<br />' I WOOD ANCHORS* Tk tom: R
<br />\ ...
<br />i S TAGSEE EREDDW/ TD USPAOR M MO r I Ifr LOWW:
<br />ON
<br />__ '-T
<br />SHEET /1) (1) NUMLLA ON E LOU m A OK 9FOW MIDRKW WIN 15-0-
<br />iI i
<br />2'X4' WOOD 71TLI1>g: WX MOa ROW NBA/ THIN O A I MW" M FRO MY
<br />PATE REOIARE3 `� -ROOD ANCN011S 1• WL SWANIM TO QLAr NO WELT T"K{• wooD eLkSRM "MIT gA1R0R0.Y ■0IM11Ft ON MIaT /1).
<br />�__.J
<br />�-
<br />I STAOGEREA w/ T1a ON WAY 3 Yp E R®M9D m 1/0 m - ! - PATE REOUNED GO AMPM GOW IM COMOMO 24 p,FF� MAE FO ME 0 ON
<br />PYM)
<br />I.� 7 (SEE 9014MLE ON LOW AM t1E Po OOM nowrOF,M AN RMm WUi 9t%L BE iRY:m W111RAM AT $ ,J4' as
<br />11 a01HLD Welt (BAR E A IOrC11pM FWY 14 1 • O.C, 3PA04 dMDMEa W SHEET ) n
<br />. (1) WXWAN AND CUM rRARUK >rm
<br />RLIMIR E -ft-0 Pi(>) HAIL N rK MI6 LENOM O WR9 m M Al AIR crawl
<br />FROM uRODR MHa LLNCHs ALaRFD a
<br />W AMRMNM E191M MI6 LOOM N WA 1 MOAN am Ill.
<br />n• Shca Jld1t]
<br />_iRHATM 1LiL6..iYUNT
<br />WALL MOUNTING (a) stmem 1Vi RMGIUA1oN E MLY ` NA SHILL, K A9 •e IM ON
<br />Mo m 10211" MOOD MOVE WAIL SCALE 3/6-1• S 11sIw •EWEYaW W 1 1f2• I= WMM N 10 OLT
<br />ALTERNATIVE 1 W WAR FOR W110 22 M 1. 1 AND a ," QAOIR®W 1E1Y
<br />$'JAPE 3/6-1' TO Ma■IA7RN ,Yllo ONLY 1011 WAD 64e0.19 OWE. ,Wp T1[ 90a (1M EST1+ol0 OF M FIAMM
<br />ZW= 1, 2 • 3 FOE ADM IT `I
<br />'�CENs''•.
<br />lfIIffS: 3L
<br />FLORIDA BUILDING CODE Non High VNoe Nur7to•ne Zonal
<br />NOTE FOR COMBINATION OF 1. INSTALLATION ARE ONLY VAUD FOR MAX, A.S.O. z No, 44167 Om WOOD. ra 24 GLACE GALVANRED STEEL STORY PANEL rJ"
<br />ING
<br />DESIGN PRESSURE RAT(p.s.f) AND PANEL LENGTHS s * : * : * - aYw s+:
<br />TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 EXCEPT FOR
<br />(
<br />COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) i�fi:. STATE0. IL ECOIRO. PROTECTION PRODUCTS. ULQ r TAR:
<br />NSTAUATION: 0. •• ORIO a .sr So. 61 sww
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 40-10 As. a r 4AFrr n SHr MAW. FL 3S3M 20-175
<br />MENDERS TO BE SOUTHERN PALE No 2. W SPECIFIC PS%,.'...••l1 +P••' Itw ��� •n-Iw PRar: da4Mw-Tea, TINS 192NIw►-m7
<br />/
<br />DENSITY OF 0.55 OR EOUAL. qyp Te u-0aon19 �An wW r Fww.a r OwMFO r
<br />MA w X. P.E VATEO 44t WB7 i a is
<br />GENERAL NOTES
<br />NMNn Ter ■r s lr�v a 3 2WIM MIBW 11WHi1-•4 (C) IO_:YIsnAY: MrOnn�frvm cRAATY. G D,?<c ITN-r
<br />t. Y10RA1 PANEL SHOWN ON THIS PRopt EVALLM110N DOCUMENT (PLO.) HAS TEEN VERIPED FOR COMPLIANCE A ACCORDANCE - 1/4"• TAPCON ANCHORS, AS WMaa'ACIURED BY I.T.W. BUTDEX, INC
<br />Wi THE 20M (TA EDITION) O THE Fli BLMDW COO. THIS STORM PANEL 94ALL NOT BE INSTALLED AT HIGH - /14-10 PA 0.10i FEAM 1 ID ND PANO.MAIE PLUS ANG10R5, AS MANIFACNR[D BY E1C0 EAlIS7RJCTgN PNODl1CIS.
<br />VELOCITY HURRICANE ZONES (MAMA-MDE / BROWAND COUNM). - I/4'0 LAG SCREWS PER NA.S
<br />A WRD DESIGN LOAM SHALL BE DETERMINED AS PER SEC1gN 16DG OF THE ABOVE MENTID COOE. FOR SAW 14INp -7 }•.. In 6 S 8• FLOOD BIASIMMG. AS 01STRI8 ED BY ALL P(Of4t SCREW. BOLT k SPECIALTY CO.
<br />F A F BY STORM P HIL BE INSTALLED AM OR OPECtgNNM ACTOR
<br />SPEE90 AS REQUIRED 11E AURSDICtION WHERE PANEL
<br />90-0. [ 7-16 AN MAXIMUM SD- DESIGN PRESSURE RATINGS INDICATED ON SMEEFS BS l4XVC, A9 E D SHALL NO EXCEED THE )DES G 1 MINIMUM T1011 INTO WOOD T t t 2• ' F PAN
<br />(A TIIRFIIDEO PENEOA 02' APCO! ANCIIORS STALL 8E AND 1 OR ELCO EUM1E PLUS
<br />, I 1
<br />E 9 D 2 e 7, t AND PANEtANE FEMALE D
<br />M T P 7-i BE FIRST
<br />ORDER M VENR1' ME ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCU 6 SMALL
<br />R
<br />REDUCED TO AS.O. DESON PRESSURE RATING BY MULTIPLYING. THEM BY O.6 N ORDER TO COMPARE THESE r/ MAX (AS DJ CI) MINIMUM itHR[ADtO PENETRATION of LAG SCREW. INTO THE W000 FRAME MIND SHALL BE I 1/2' NO THREADEp
<br />DESIGN PRESSURE RATNCS 10ICATED ON SHEETS 1 9 THRu 12 d 17. 18. PENETRATION INTO STUCCO SHALL RE CONSIDERED AS PANT OF THE REOURKD THREADED PENETRATION.
<br />N ORDER TO VERIFY THAT ANCHORS ON THIS PLO, AS RESEED WERE NOT OVER STRESSED, A 33% INCREASE N ALLOWABLE
<br />StRFSS FOR WIND LOADS WAS LSI USED IN THEN ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DEtE'W WW N C.3) MNMUM EDGE DISTANCE OF HAG SCREWS. INTO WOOD SHALL. BE AS NNMATED N THIS omwXNG
<br />ACCORDANCE WITH N.O.S. 21DIB.
<br />STOW PANEL'S ADEQUACY FOR IMPACT ANO WIND RESISTANCE HAS BEEN vaorIED IN ACCORDANCE WITH SECTION IWO, 1.2 OF CA) MINIMUM PE]ETRATON OF WOOD BUSHING SHALL BE 3/e". 1/4' 0-20 SCREWS USED SHALL K / 11r LONG MINIMUM
<br />T{ ABOVE MENTIONED COX AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS E01114.01-01 AND #021902-09, AS SHOULD STUCCO EXIST. , A1' WAMUN FOR WALLS WITH NO STUCCO.
<br />FLORIDA REPORTf AS PER
<br />1A5-201 AND 7AS 203 PROTOCOL$.100 CALCULATIONS PERFORMEDDIjN ACCORDANCE W/ SN ECTIOSOUTH
<br />AND THE C.5) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO ON WOW BOARDS BE FOUND ON THE amw.
<br />FLORIDA BUILDING CODE WALL. ANCHORS SMALLNG BO LOW ENOUGH TO REACH THE MAN STRULYt1RE BEHIND SUCH PANELS.
<br />ANCHORAGE SHALL BE AS MENTIONED IN C 1), C2) a C.4)
<br />2 ALL ALUMINUM EXTRUSIONS 70 BE 8063-78 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) SEE SHEET 2 (a) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS, A40 SPECIFICATIONS OF THE ANCHOR'S AANUFACTOWR.
<br />3. ML ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE ILOS-HIS ALLOY. 0 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING 04STXLATON DETAILS &&OWN ON SECTION I THROUGH 6 (SHEETS 4
<br />4. ALL STEEL SHEET METAL PANELS SMALL NAPE STRUCTURAL QUALITY SfFE1. ASTN A-653 GRADE 60 YNDMUY. G-60 CAL. THROUGH 5) FACI7'T THAT NFJpER9®d®ARL SNNO1 BE USED,
<br />SIFILL GEMINATION W/FY- 922 kaI (AFTER ROl1ED). 9. R SUHML 9E TE AESPO/IS9NTY D< TIE CONRtACTOR TO VEINY TIE SOUNDNESS a THE SIRUCTl9E WH$AE SNrtIEA IS TD 13E
<br />5. ALL SCREW' TO OF STAINLESS STEEL 3" OR 316 ASt SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ABJDACDNNGS. ro INSURE PROPER ANCHORAGE. INNS SHUTTER SHALL ONLY BE ATTACHED 1D CONCRETE BLOCK 9R WODO FRAIeE
<br />TR
<br />90018 W/ •50 Rai YIELD STRENGTH AND SO Is, TENSILE STRENGTH AND SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION
<br />2a1, 3.3.4. 10 EACH REGULAR STORM PANEL WITH LENGTHS OVER 90". AS PER SECTIONS 1, Z 4. 5. 6 Alp ALM.111'5 IW, M a 4W ON
<br />SHEETS 4, S. 6 k 7 RESPECTIVELY. SHALL HAVE A LEGIBLE AND READILY VISIBLE MA KOIG INSTRUCTING OWNER OR TENANT TO
<br />5 BOLTS TO BE ASTM A-307 CALVAtV1ZW STEEL OR A15 30{ SERE9 STAWLESS STEEL, WRIT SB kw IJOIMUY YEID STRENGTH SECURE PANELS WITH APPLICABLE RIONORCEMENT WRING PERIODS Of HURRICANE WARNING
<br />7. ANCHORS TO WALL SHALL BE AS FDUDWS', f R, THE INSTALLATION CONTRACTOR IS TO SEAL/CMAX ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />TN€ MLONG TO PREVENT WIID/RAIN INTRUSION.
<br />U) TO [%1511NG POURED eONCi2E7L
<br />- f/4Y TAPCON ANCHORS AS MAtA1FACfURm W I,T,W, &,ALOE%. INC. (Min Gc-J192 P.a.1J 12 STpRM PANEL INSTALLATION SOUL COMPLY WITH SPECS INDICATED IN THIS ORAMIIIG PLUS ANY BUILDING AND LOADING flEOVCA1aN5
<br />- 1/4' • A 7/8' CALK -IN INCANCHO S, AS MANUFACTURED BY DEWALI c PROVIDED BY TI4E A1R15p1C7ION WHERE POW IS APPLIED io.
<br />- 1J4'0 . 3/4- SOW -SET ANCHORS. As DISTRIBUTED BY AU. POINT SCREW, DOLT a SPECIALTY CO 13 (a TH6 PRODUCT EVALUATION DOCUMENT (P,EC.) PREPARED BY THIS ENGINEER IS aDi AND DOES NOT PROVIDE INFORMATION
<br />(MI, Fe.3000 p.4A.) }
<br />- (t1h10 PAIELM4T iE3WE m ! PANOAYLTE PLUS ANCHORS. AS MANUFACTURED 8Y ELDO CONSTRUCTION PRIX)11C15. FOR A SITE SPECIFIC PROUELT, ,.a WHERE 1,1E SITE CONDITIONS OEWAAIE FROM THE PIED.
<br />- 1/4.0 ZAAC WULN ANCHORS. AS MANUFACTURED B'/ DEWALT, INC. (D) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND OWALLATION INCLUDING LIFE SAFETY Of THIS PRODUCT
<br />BASED ON THIS P.LD. PROVIDED W/SHE DOES NOI DEVATE FROM THE CONW014S DETAILED ON THIS DOCUMENT
<br />A f) MNMWA EMBEDMENT OF tAPCW ANCHORS INTO POURED CONCRETE SWt M 1 3/4•: 2• FOR ELCp P.yNELMATE ANQ OONSIRUCTM SAFETY AT SITE IS THE CONTRACTORS RESPONSINUTY
<br />1 3/4• FOR 7AMAC NAILIN ANCHORS,
<br />(c) THIS PRODUCT IYALUA110N DOCUMENT WILL DIE CONSIDERED OYAtJO 6 MODIflED
<br />A2) CALK -IN ! SOLID -SET ANCHORS SMALL BE EMBEDDED 7/6INTO THE POURED CONCRETE_ NO EMBEDMENT INTO
<br />STUCCO SHALL S NPE'RAIT,Ep. 1/4' 1-20 SCREWS USED SOULS 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST. (a) SITE SPECIFIC PROJECTS SMALL BE PREPARED 01 A FLORDA REGISTERED ENGINEER OR ARCHITECT IWKCH WILL BECOME THE
<br />AND I. ONUM FOR WALLS WIN NO STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RED= (MR) FOR THE PROJECT AND WHO WILL BE RESPONSKU FOR THE
<br />BUT WITH WING NUTS PROPER USE OF THE P.ED. DOWER OF RECORD. ACTING AS A DELEGATED DOWNER TO THE
<br />PLOENIDNEFA, SHALL S&OMn TO IRS AIRIER THE SITE SPECIFIC DRAWINGS FOR REVIEW_
<br />A3) N CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOOD WARDS BE FOUND ON THE
<br />EXISTING WALL ON FLOM.L BE LOG TO W" THE MAN IRE' BDUND SUCH PANELS (eJ INSENGIPLEERO ALIRECINDIASEALM AD SIGNATURE OF THE PROFE5510N
<br />ANCMENHORSDS
<br />RH
<br />ND INAMDi
<br />ANCHORAGE STALL THAT PREPARED IT
<br />(B) TO EK§ DNC CONCH:_ BL__ ANAL dTi7lLG_Ba 14. SHUTTER MANUFACTURER'S LIBEL SHILL S LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />• TAPCON ANCHORSA5 MANUFACTURED 07 I t W BUILDE%. INC. PANEL SHUTTER N ACCORDANCE AM SECTION 1M9.9.Z OF FLO" 91"i COOS ONE LAM
<br />SNAIL 8E PLACED FOR EVERY OPENING LABELING TO COMPLY WIN SECTION 1709.9.7 OF THE
<br />- 1/4' ♦ a 7/r CNK-,N ANN HORS, AS MANUFACTURED BY OEWKI, INC. FLORIDA llALOIK. CODE.
<br />- 1/4.0 X 3/4• SOLO -SET ANCHORS, AS Ob`TRBNJiL'O BY ALL POINT SCREW, BOtT k SPECIAL CO.
<br />- %14-10 PANELMATE FEMALE O AND PANEli PLUS ANCHORS, AS MANUFACTURED W [LOG CONSTRUCTION iNFF
<br />- 1/4• r ZANAC NIQ UN ANCHORS. AS MANUFACTURED BY MWAL7, INC .��(� A..........
<br />.'%�
<br />B.+) kIHIMLM EMBEDMENT O TAF'CO/ ANCHORS. EDO PANEIM►TES ANO lAMAt NA'L1N ANCHOR. INFO IHE CEN ;:'�9 FLORIDA BUILDING CODE N6n High Velocity III i6nW
<br />BLOCK UNIT SHALL S 1 1/4•. cons
<br />RD,V
<br />8.2) CAUL -INN aSOLO-WET ANCHORS SMALL EMBEDDED 7/r INTO THE CONCRETE BLOCK UHT. NO '• •)ATp44 T 4rev vraw- •c 24 GLACE GALYANLTED STEEL STORM PANEL oArN
<br />STUCCO SHALL 9E PUMMO. 1/4' 0-20 SCREWS USED SMALL BE 11/1- LONG MINIMUM! SHOULD EXIST,
<br />AND 1` rHIIAUM FOR WALLS' NO STUCCO. `-'--�
<br />$i, STATE ---- I L?TE C Q PROTECTION PRCOUCiS. LLC.
<br />t3) IN CASE THAT PRECAST STONE• OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE Fb A2OR1 '1f r caAWAM,' a4o AW j1 n+n+
<br />EXISTING WALL. ANCHORS SHALL. BE LONG FMOUGA4 TO REACH THE MAN STRUCTURE BEHIND SUCH P 1,, r 1.A Wr1 •Y,rw, n nr GanC ti 3U14
<br />VQ '•• N.F. ww 4n-,.r N. ofM 4n.MH eNae- L'w}WM-T,Hs TAW OFFNNIMW-aF7 20-175
<br />ANCHORAGE SNALL BE AS uENtIONFD N 8.1) AND IN a2) `s/ANAL �N NFL.-oDRF~'";n w w"'w rl I•°..
<br />�N1/M11t1 A At MA+!•WA4+vIsN•E
<br />'IN•iO1 A tin wl "Z' Wear , K is
<br />CONCRETE ANCHORS
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH It
<br />ALTERNATE CONCRETE
<br />ANCHORS
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THBOUGI4 10)
<br />INSTALLATION DETAILS FOR REGULAR PANEL iti
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />Qj6TN1G POURED WNCRETE POURED CONCRETE
<br />J RIOURED
<br />�iE ,xRICRETE ftCONCRETE BLOCK
<br />CONCRETE ANCHORS J
<br />{SHEETS 2,SCHEDULE DU. IC) / O EXISTING POURED
<br />1/2. 1/4, i-- 1�• 11/4. REpUfEO. 3 _-.i{LIal ls"IM/4,N100[CE
<br />.�.-
<br />I ; , (SET SO1[OULE O'',
<br />ED. 1! 1 BHEETS 9 1FIROIIO,
<br />i 6 I A
<br />='S -::.. T.__. 1 .. r..w .•Hie B_"`.L T-'T-__
<br />077
<br />' PAN0. LEMCTII
<br />(SEE SCHEDULE
<br />ON SHEET 3)
<br />V 5ox
<br />OF v
<br />MAX
<br />♦�v.�s-7t1iwo rLn
<br />Q9• • 1/4, oc
<br />41,' w wLwa NOW
<br />F I■ a31A rp IOp a
<br />IMIT
<br />12
<br />E.O. •EDGE DLSTAN(:E ����������
<br />(SEE SCHEDULE ON TOP t BOTTOM MOUNTIFK:S CAN BE
<br />SHEETS 9 k 10) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALIATION.
<br />ALB' (ARM) FXISTNGS7RULTURAT
<br />AD�EOLACY OF txsnNG wow
<br />BEAM TO BE CERTIFIED BY
<br />REGSTERED ENGINEER DR
<br />ARCHITECT PRIOR TO SHUTTER
<br />MSALATIOAL
<br />(SEE 5ONEDULC I
<br />INN2N am 7-4n
<br />! ON SUET 3)
<br />N
<br />A I
<br />mc.
<br />PANEL. LENGTH
<br />101
<br />ON SLEET 3)
<br />�gD1��98
<br />�OtA55�9 I
<br />5"
<br />OF •L'
<br />I
<br />MAX.
<br />E.D
<br />CONCRETE BLOCK
<br />REQUIRED.
<br />_ 1
<br />CONCRETE ANCHORS
<br />STAB W/ STUB
<br />(SEE SO4EMU ON
<br />SHEETS 9 THROUGH 10)
<br />Mn. 79PARAR3N Y• IIx.
<br />TD PANEL LENGTH
<br />{SEE SCgI]17LE I (H SCHEDULE
<br />-ON IT2 ON SHEET 3)
<br />ED
<br />L
<br />CONCRETE ANCHORS
<br />(SEE SCHEDULEN O
<br />slEtTs 9 TIHRo1rNAN 1D)
<br />ARE use0 k W/ WHEN -- �
<br />iPANELA1/nE5 REQUIRED:
<br />ARE USED.
<br />.IIL,t P ;, tl • I"1
<br />T�NIi•T•�-
<br />INSTALLATION DETAILS
<br />FOR REGULAR
<br />PANEL
<br />(I) INTO WOOD
<br />ALTERNATE LED
<br />�}-
<br />_ __�100D ANC110Rf
<br />- ) : (SEE 5Gt1E7)t0.E W
<br />ALTERNATE WOOD ANCIOR3
<br />(SEE SCHEDULE W
<br />SLEET
<br />I. 1N. -, .MAIN• Rol 1RIM101 IOU
<br />�s slNDes +DI Woes a
<br />SNEER It)
<br />1t)
<br />* 12 SAIL• u w.5. V xu1
<br />{TJ4.
<br />i
<br />It
<br />) TM.
<br />EOIRAAM
<br />A
<br />.elo saA
<br />WOOC
<br />I I W • 4 IJ+' OG
<br />k
<br />c opt
<br />'L" i.
<br />vim
<br />SLEET It)
<br />1
<br />I
<br />�D%ft~ TO GLASS
<br />I FAT¢
<br />i
<br />MAX
<br />(Sri SCHEDULE ON Pw 3) i ,/4WF-aa PNEI
<br />u SOUS w LENGTH
<br />IOOu 9,0, 7_0_
<br />{ SCHEDULE
<br />._._..) IPAMEL LENGTHEEE SCHEDULE
<br />EI6TI
<br />'SEE
<br />r # AI�a01" bi W SHEET 3)
<br />W SHEET 3)
<br />OL(
<br />�--- ------
<br />5011
<br />;
<br />OF 'L'
<br />I - AWL.
<br />OF Y•
<br />MAX.
<br />`/
<br />O /2 1/2. O.C.
<br />I_
<br />.. _ �... _... --_. i
<br />`_ -..
<br />`-1
<br />I'/♦•A-�iiow Ruin
<br />. WOOD
<br />REO AHED
<br />WOOD ANCHORS
<br />sS" ON
<br />SHEET tf9Cfa.
<br />CEJII IG AND FLOOR MOUNTING
<br />ALTERNATIVE 3W
<br />SCALE 3/5.1•
<br />NmiS
<br />NOTE FOR CIATION OF SECTIONS:
<br />1. INSTALLATION ARE ONLY VALID FOR IIAK. AS.O
<br />TOP be BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (P.s.0 AND PANEL LENGTHS
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3
<br />INSTALLATION, 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUTHERN TINE No 2, W/ SPECIFIC
<br />DENSITY OF OM OR EQUAL.
<br />2REOL* WO
<br />OD
<br />RU�Q-OLR MOUNTING
<br />ALTERNATIVE 4W
<br />SCALE 3/6-1•
<br />N
<br />L
<br />fn
<br />-Cu
<br />N
<br />+..
<br />U
<br />Q
<br />O
<br />C
<br />.CD
<br />CQ
<br />U
<br />-0
<br />O
<br />�=
<br />N
<br />CU
<br />L
<br />0
<br />CIO
<br />LL
<br />Q
<br />Cu
<br />."
<br />CD
<br />E
<br />ZO
<br />2
<br />CV
<br />a
<br />CV
<br />C
<br />? W
<br />CD
<br />E� CS
<br />tj
<br />C
<br />to V M
<br />m C'V
<br />C 11- d
<br />N
<br />Cc
<br />O iO
<br />•Q
<br />L^J
<br />C
<br />O
<br />Q
<br />V ILI
<br />�
<br />� T
<br />CO'
<br />u
<br />w
<br />Cn
<br />O
<br />C,
<br />U
<br />CIO
<br />O
<br />BO
<br />V/
<br />CIO
<br />Lu
<br />=
<br />a
<br />Z
<br />Z
<br />Q
<br />J
<br />Ohl
<br />SHEET NO.
<br />SH 1.3
<br />
|