|
a
<br />4i •f4ft4-:
<br />N. .'1. yrz ,,: I..a ,:AA
<br />MAXIMUM A.&D.
<br />La4Ta1C m,
<br />+66.0, -7"70'
<br />CA LESS
<br />2 9/16'
<br />BODIED •
<br />t'. 2'.
<br />Zvi rw
<br />#e67A -73.3
<br />"' DRUM
<br />2 7/6'
<br />B0LtE0 •
<br />4' & 4'W
<br />' 01E0 W/XM"I 2ox3/4jr& !R WNW AT WOW & 0% OF PAWL LENGTH
<br />N Y r ti.. r r hY.• � r
<br />.. _. 1• v ..... .t �.. i.. *... _.D. s..... Y+.�. to ..<:... 1,.T .,., »t•. :
<br />e e
<br />MAXIMUM
<br />AS.D• DESIGNMNNAAI
<br />,YI6WR6 8f8LCMRG FOR E D. >• 3 1/2' »
<br />APPDrAaE-W
<br />ItVAX"
<br />ANY OINIO t
<br />OF
<br />PAWL
<br />LENWRN V SO
<br />PFISSUIRE1APOONS-
<br />df.
<br />CALK•NN
<br />FAMELM IE FIANCE 10
<br />PANC IM MUS
<br />TO CONCRETE
<br />10 CONCRETE
<br />BLOCK
<br />-
<br />To iw.R' EIE
<br />10 owmanE
<br />am
<br />] ro COMMITS
<br />BLOCK
<br />iF
<br />N/A.
<br />12'
<br />N/A
<br />I!,
<br />-
<br />N/A
<br />12"
<br />N/A
<br />1' & 2' (TO')
<br />if"
<br />3• *
<br />IV
<br />3"
<br />5'
<br />e
<br />51
<br />4-
<br />1' (BOTTOM)+.
<br />12,
<br />3"
<br />12"
<br />5"
<br />B'
<br />8"
<br />6'
<br />8"
<br />1 BOTTOM).
<br />$8.0, -75.3
<br />N/A
<br />H/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />12 I/2"
<br />it,
<br />2' (BOTTOM),
<br />OR ! ESS
<br />"
<br />N/A
<br />6 1/2"
<br />N/A
<br />4 1/2-
<br />N/A
<br />4 1/2"N/A
<br />3'(I")
<br />F
<br />N/A
<br />12•
<br />N/A
<br />B 1/2-N/A
<br />9 1/2-
<br />N/A
<br />3' (BOTTOM)F
<br />[E7
<br />N/A
<br />12'
<br />N/A
<br />- TF
<br />N/A
<br />12'
<br />N/A
<br />4' (TOP)
<br />12'
<br />6"
<br />12"
<br />9 1J2"
<br />1 IV
<br />11"
<br />it
<br />i t I
<br />r (smom)
<br />e UNTIES} TO 11&0 p a,t, A.S.D. DESIGN PRESSURE PANT.,.
<br />ABU SHEET 28 FOR ANCHORS TYPE* $PACIIC FOR MSTMIATIONS INTO WOOD
<br />FRAME Ire
<br />MINIMUM mom SAW" AND MINIMUM 13,6E WTtNCE AM tt wxm ON THIS
<br />SCHEDULE FOR CM LESS THAN IKRCATED Mi SOMMULE REDUCE ANCHOR SPACINO-
<br />W MULTIPO W SPACING SHOWN ON SONSDAE W THE FW0IMG F FOR
<br />TABS OPOWIGN 70 BE POSSIBLE. REDUCE SFMTBNO OBTAINED Ism FACTOR SwAl
<br />NOT BE LESS THAN MINIMUM SPACING INDICATED -MR EACH ANCIPOR TYPE At
<br />AARMOfB LFY3010..
<br />ANCHOR Tim
<br />1/4'W
<br />1 1/4 a
<br />1 1/4S
<br />Ile.
<br />TA'W!1
<br />22M.
<br />I I wr
<br />C,JK-N
<br />Mn ANCHOR aFAaMa a
<br />3
<br />3
<br />3
<br />21 -
<br />n
<br />masaaTAlxT GoAeew (k4}
<br />3
<br />a
<br />3
<br />3 -.
<br />w4A+a4, fared, MYM, ta.)
<br />3
<br />1 3 in
<br />3 1/2
<br />4
<br />I,AIYI. iA
<br />FAOgIR
<br />1
<br />}+
<br />IlO
<br />-
<br />LINO
<br />Aa.
<br />3 #
<br />IAO
<br />Oaa
<br />I
<br />i
<br />1
<br />•(• PEOLIRES W1A: DISTANCE BETWEEN BOTTOM OF PANEL 1
<br />AO 0 TO BE: 1/2' 1M_
<br />I �
<br />1
<br />+•I- REQUI�REA1S, Maw DISTANCE BETWEEN BOTTOM OF PANEL
<br />AND ,IN TO BE- 3/1C 3/Ir
<br />v
<br />MOH.
<br />COMPONENTS FOR REGULAR LIFE SAEM dE E-Z HANG STORM PAN L SM MS
<br />(SCALE 1/2-11
<br />(TOOL WON)-- 2,187•--•�
<br />12.500" (EFFECTIVE WDTH)-...-.--.•------•1 ! r,�_r ___ -:t93' j T a's-sOas/M
<br />Y,'A" t 2 RACTm
<br />1/4"
<br />0.024' IBM. TtICIX (1 n
<br />En ti�
<br />As-T1t A883. TYP. (
<br />MEAN
<br />A TOLE
<br />0ETILL
<br />Q RM "II HEADS
<br />PANELS WWI RE INSTALLED ALINAYS
<br />FROM LEFT TO FIGHT W/ 1/2- LEG
<br />AT M AT LEFT SIDE OF PANEL
<br />FAMEL'S EAO LP
<br />w%',Ear Ewe
<br />t0.05
<br />Ram
<br />,,•" U,.
<br />ISOMETRIC YIEW DETAIL A
<br />ROUNDED CORNER 0 ENDS OF PANEL'S
<br />2JT8`_ END TIP W/ HEMMED EDGE.
<br />(N.T.S)
<br />T-- �
<br />Zf24"
<br />091` _..) .IBIS ..-
<br />133' aa7D'
<br />t.407` a.$25'
<br />TIM.
<br />�5 HOLE WASHER
<br />3105-H184 ALUM. ALLOY
<br />@) " {
<br />t..178• T25`
<br />,,090"a {tYPJ'
<br />® "U" HEADER _j T
<br />," URN. To s• Mo:.
<br />SLE MAX, I@ ANGLE
<br />.374" u3.O16".-----q-•,. &101-7e AEEOr
<br />t,6J1' p Y s
<br />1.,25`
<br />SEE SECTIONS--J kM '•�,•
<br />Ct SIlCL ""F� 4 AUII,�-.OUT Mr. TRACK' & WaNERED WtNGNUT fir`
<br />( ,OT) P.C. 3644
<br />Z74. T"-
<br />.,25' ,Rt /r 04
<br />I 7Q d t {MAY a NVERS�)
<br />0_84. T_50B•--I (126)
<br />",H" HEADIER (�/ *E* __�_-,TRACK L J ANS2LE WITH S1 UD
<br />__4P• TOP SEDGE 0;024' {Mtn.)
<br />(-- WNEL GALVANIZED STEEL
<br />(lJ
<br />j0.623 j Ozy :0.280•a
<br />Ya,97DD'
<br />I 4' 7�PAIEL OR ✓
<br />2s
<br />OF PANEL
<br />© KEY HOLE AT PANEL -•�I`-
<br />Air rSEE SHUT B FOR ADDITIONAL
<br />ff I UWTATpNS IF STEM LENGTH IS t
<br />,25• L_ ONLY NA D FOR 01STALLATIOR6 TIRO
<br />L`(IYp.) I WOOD, STRUC(UN.fS.
<br />20100A Imes',
<br />T'l60")
<br />i I
<br />2AOT'.-
<br />t Q EtINEl1 41A�LER
<br />jt ) Z4- WIDEN
<br />(USE ONLY f' N E-Z HAND sow PANEL
<br />X SYSTEM) aw -Te ALuM. ALLAY
<br />INUALLATION.-DEIAILS FO . SERIES 209I A 1 9_0 E--Z HANG STORM PANEL j
<br />INTO EXISTING WOOD STRUCTURES
<br />,/4`a ua SCREWS a n•
<br />1 I" ,IMFiQFD PID47p0m
<br />1/4v LW Sty a 0' O:C WI TO EEXIS11'PF WOOD HFAOM (3] .. EQUI Wa00
<br />FLAT
<br />O PEOFa 1J4`. 4AD Sew" rAwA a B• O.O, W!
<br />,. / .2'.MIL T16fE6 WA PETNE,RATIOtN 1 FLAT OR ON EOM 1 1/2' AIn WoI w-A IYJN€fH4I71OYt
<br />m wox . TO IXIStIiO TRIO f$A�R,.
<br />O
<br />QCflL #i" S,MS.
<br />a }7
<br />4WD Q43.
<br />Oa,Ok W 7 , i' 8 WHNG
<br />4 G%a-
<br />4x SINS
<br />,r /a
<br />a EA END OF
<br />4 0-,
<br />1 44 34%t` S3RS 1 uc sa NET W 4 sONLWa
<br />l
<br />ac
<br />�//4'e- 4` f p EIIO
<br />F,F 10 IN.S' 3 a'A3/32' 10 6%6TING ,MOOD - i
<br />1 � ITN.. Il24 &
<br />t
<br />1 � 4
<br />, canl to a ,a L POPN+fr J
<br />! BELDM
<br />IR O INIORIOH " EYRRY 0 E t 00 .OF 1 t, '
<br />T 1: MOTE.40)
<br />MI/24 a i
<br />__.. ROOD HIAiER TEOURM 1..
<br />2 9/16' MN. , 4`a-2OH3J4'' ~ M SOIiLSF N 4- �_5
<br />� )/
<br />F t&..B..W
<br />2 a e" MET. ! 7 ^.
<br />i
<br />m
<br />a A,3
<br />T a`�-ioNs a• 7 a'aYs a' /s
<br />SfPAAATgN I �. NUT e
<br />I tk 0 (443 Y I
<br />ip..OLASg- � !3 NEVENT � Cf M' O.C. 1 2 t/E'
<br />EYk7MYP"ERU1P', j 7�7JJggBC//3J22wJ'y To CLAS&
<br />1 1L agg/4•
<br />t , 2SmFAr
<br />TOG�N6 i yJavxSly2i
<br />N,
<br />4OQLgS
<br />1
<br />`>A
<br />s
<br />SR
<br />�, ttii.• � WAND NU7 � � , ��
<br />�I i - u e i2• aC,
<br />! 1
<br />{ 1 w1D
<br />E
<br />�) / My W/ '. i i 44 PANOXA,E FEMMAE q 8
<br />Qi tJ4 Via- 4WD14^NUT �1'Ah2W/ Cont. '4 w '#-N*3/4•M.S,
<br />i NOTE TA B©ON) PEFffTFARONII t2 1/2' O.C. "-) W/ 7Ja� 2' YRRG
<br />4v.LW oe' on W
<br />---€ 1` NUT OR 1 j-r/4•
<br />/ SORLWe 2 1 e'Y.-
<br />.. E I^H4 W ,.260 (
<br />"L 7 1 4Frt, BTRY1// 4
<br />2 TiIiMEa TXtN 7/ . 1A E flECUIRSD MATE
<br />"t.
<br />44 ,S"FUUE AT �.g0pD OIi 4.
<br />7�
<br />+� ,NY NUDE
<br />t "r-
<br />!. , 4 24H2 4' Ms.. rT 7.
<br />/ 'B at 32^
<br />' 14-10 PAIDAliTE PId/S W TIMn11�0a�NDTE ,A BEtOW) 1 ! /
<br />}` MA4. Pe11E7RAtwN: a t2' e - ,_ 1 W�re wDr1 LxG.
<br />W�4DIG
<br />ry�R 1J4•. ,Aa SN'RErrs No a' o.Q< wJ !+': IAa saN.wS a a"as: W
<br />{y�� AML 2StF• "•s f,-2` i r/2• Wn. TNBFADBO PEfMTRATKIl HBn (21 2'H ' 1 tl TIIRSA6E0 PENERRAtBNN
<br />S7Cltl (OR ON l... � N,TE O B OF P.
<br />' MOE A 4RNATIYE i F PLATE
<br />Yt/' R'060 MT' OR 6N ED
<br />- SC+V.E ,J4•=,- � � � HATE aEauaED FIAT
<br />sCALE 1/4•.1^
<br />1. M61AAATION$ ARE ONLY VALID FOR BLILDRNDS YITH AS.. OESIN LOOS
<br />UP TO +GS.O, -75,3 In AND PANL3'S. 6LNO7M4 Lip 10 B 10". () ,da\UHMNNNApM IN SCALE 1/4's#•
<br />2. PR NEW WORD FRAME C4 TRUCft61�k WOXJ MEIaAEae TO BE SOUTHERN ,�•.'',,�"� : • ,;*/lam. E T/4'�E^
<br />PINT wo. 2, WI sPECm OEASRY„ OF 095 OR EQUAL `+." Y:"" ,EH, •':;?z y
<br />r a FLORIDA BUILDING CODE (High Vetoa Hu to" zone
<br />& z No. 4 167 20 CAGE GAiYANIZEO STEEL STiN81 PANEL F...
<br />SEE SPEC'FtCATIDf§ ND REglitfltTS TOR i�C.ljOP BRRAT TRIP = •k- T :
<br />,� 4R l�FEll S�RSTAUAT7DN�T1 OR2Ci3) AT DA94b ON 3 � - �.
<br />STA OF �+ s s GLOBAL PR(if£CiN S70107 CIS.
<br />F79R mMa9MTNYt a arnWwe. - . Ft o' SIP' � �14 � C 0 ...- " D^h
<br />+tea S.W.sSI stlgET
<br />0-176
<br />P
<br />WAY 7&O oll , ,1 BE IN ANY C ii$EIH ION.ilft A '@ •-Ailf4N AAA+'�5+ fG' il\ NN�»a' . wt`' c -. BIHI e+ n, n «O« 1 3 t VFW- fa54iaM-am7 2
<br />Ewa"
<br />� tN-i«1
<br />NOTE t 6NUtIUR TBWNS. MOT SHOWIN FIR uAlerf wmm A TNLT H9 PE'
<br />I.; A BI Win.
<br />N I •,,
<br />MAXIMUM PANEL LENGTH
<br />*L+" OR L-" (ft.) D
<br />MAXIMUM A.S.D.
<br />pRESSURE RAMM
<br />CONCRETE & RO<w
<br />INSTALLATIONS 1
<br />2"
<br />12'-0"
<br />121-0`
<br />no
<br />12-0'
<br />ff-a'
<br />3a0
<br />11 •-e'
<br />IO'-e
<br />35LO
<br />10'-10'
<br />f0`-e
<br />4a0
<br />FOUR•.
<br />9=4•:
<br />43 a
<br />9 -61
<br />5-1.
<br />30,0
<br />01-11
<br />4=4"
<br />s&O
<br />8•-7
<br />81-0,
<br />Mo
<br />8-3"
<br />r-7'
<br />65.0 _
<br />a, IV
<br />7'4•
<br />mg
<br />r-a
<br />r-ir
<br />no
<br />7'_S'
<br />61-10`
<br />Sao
<br />11-2-
<br />0-71
<br />no
<br />71--0-
<br />Sao
<br />6-9'
<br />_!-S'-
<br />6 -2'
<br />95.0
<br />tIO:O
<br />6'-3"
<br />S-Tr'
<br />r05:0
<br />a'-3'
<br />g=P"
<br />110.0
<br />-
<br />S-i
<br />1rs.0
<br />u-Nr`
<br />119.6
<br />1".
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR "L-" (ft.) D
<br />MAXIMUM
<br />PRESSURE
<br />(P.-L)
<br />ASD•
<br />NRATM
<br />(+ ^?
<br />CONCRETE & WOW
<br />MBTALLAflQNS 7
<br />L+
<br />L - -
<br />2au -
<br />F4'-4•
<br />TS--BL
<br />2So
<br />FS'-FO'
<br />Ir-7-
<br />,IAA.
<br />11'-8•
<br />10-7'
<br />Jae
<br />r0-T6`
<br />9-9'
<br />40.0
<br />P'-6"
<br />1-2".
<br />43.0
<br />Sao
<br />M-7•
<br />a-i'
<br />5107-
<br />$0.0
<br />B•-0•
<br />Y-$*
<br />aS.0
<br />7•-8•
<br />r-24
<br />Mo
<br />71ns*
<br />7"
<br />1.,.
<br />0'-0•
<br />Sao
<br />7'-0`
<br />W-61
<br />me
<br />6-P•
<br />6`-1*
<br />93.0
<br />e'-7-
<br />S'-w
<br />1000
<br />6'-J'
<br />S'-71-
<br />IOdO
<br />6•-J•
<br />11-4'
<br />rta0
<br />MINIMUM SEPARATION TO GLASS SCHEDULE
<br />MAXIMUM
<br />PANEL LOW"
<br />WINO SPEED t 170 m,p.h
<br />WIND SPEED > 170 m.P.h.:
<br />(Ie)
<br />LMRiSTBNNEO
<br />I MVNNED
<br />umaxpaMNED
<br />RESTRAINED
<br />36 OR LESS
<br />f'
<br />1 1"
<br />6•
<br />B I/4-
<br />>33 TD 90
<br />1•
<br />1'
<br />7 1/2'
<br />7 1/2'
<br />>90 TO 145
<br />i'
<br />t'
<br />7 I/2"
<br />7 f/F
<br />D(�.pM�.. 2�}.• 4 - rT�- I-r
<br />:e
<br />l+
<br />; : ,•,c1�i:'•II
<br />Nil:IsZHwI.ir71iC47:
<br />4 1/4. 3/4. 4/5. 5/5 & 6/5
<br />1 W/8, 2W/B. 3W/7 do 4W/7
<br />ANCHORS (Six %umu€ OR 3140
<br />SHUTS S. TD &1T) - --'T,• MIT.: I
<br />0 0
<br />BtX.TEO PANELS W/ 1 4a-mo-
<br />CS, M.S. BOLT W/ L O 0 EL OVERLAP
<br />(SEE SECTIONS AS NAPPI.CIA�.E}
<br />D.M.. 3(�. d �`1-d;;, tkmdi .e`a�-W-�� - -�ol -l�J-rt i �-
<br />(� 1 /4, 3/4, 4/5. 5/5 A 6/5
<br />2/4 pfW B 2W'6 3W 7 & 4W 7
<br />--------MNCHORS (sm S"WULE ON SHEETS R.: 10 &f,}--.... -_--.I
<br />REGULAR SIS2RM PANEL M ELEVATION 1/4- Atax, GAP
<br />2687• N.T.S. r
<br />pw+. Oomw -1 WHOLE NOWII
<br />(2)
<br />'T NSIDULATONS INTO WOOD ARE UNITED TO. x 05 imt MAX. #MD. DESMGM PRESSURE MINIS
<br />jES 9, i0 &Ti FOR MAK,. A„SA. DESGN LOINS & MMt.:�A�EL DENOTES. FOR -
<br />�r>�Pj;'�. SPACER 6 U6E0:
<br />S '•`� FLOW BUILDING CODE Non HI h VelooNy Hu cone zone
<br />0- 44:167 _ + a nl�o` At. 24 GAGE GALVANIZED STEEL STORM PANEL. ` DRAWN N,
<br />9a; ATE OF * = iL . C ii INe. GLOBAL PRO`mCTiON4100 S.W. i PRODUCTS, LLC. Wal
<br />07ntas
<br />"WL FL 33314
<br />tww: pYR rl.s `+.n m.,wr N+Nm (6s "-7BN3, m Nm)sa4- 20-175OWNING ft
<br />GENi]tAl_OTES N
<br />n FO& aa. St. a4Fl:ly & f-'+ iMNn gTAt9u P11d (C) T1D F'1CL'<TING BMW-SPFC�N` (ARTY. G - 0.55 MfFl.t:
<br />1. STORM PANEL SHOWN ON THIS PRODUCT E"VALLIA7gN DOCUMENT (PAD.) HAS BEEN VERIFIED FOR COMPLMNCE IN ACCORDANCE - ,/lro TAP60N ANCHORS. AS MANUFACTURED BY LT.W. BUrLDEX. W1.
<br />WITH THE 2020 (7th EIXaON) OF THE FLORA BUALOM CODE. THIS STORM PANEL SHALL NGT BE INSTALLED AT HIGH - #14-10 PANE7MA'TE FEM4ILE ID AND PANEU44TE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />VELOCf1Y HURRI.ANE ZONtS (MOOD -CODE ! BROWARO COUNFIES). - 1,4'a LW SCREWS PER N.OI
<br />B OETENMIIFA AS PER SLX.TI6N THE ABOVE MENTIONED CODE - x/16"a x s/8• WOOD BLUSHING, AS 0151RIBUTE6 8Y ALL POINT SCREW. BOLT &SPECIALTY GG
<br />OF FOR A BASIC WIND . DESIGN WINO TOADS
<br />L I
<br />P ! A (ACTOR
<br />P WHERE STORM PANEL WIi � INSTALLED AN(1 FOR DfREC3WwALLTY
<br />SPEED AS BY T
<br />d#'1 THE d1
<br />T INDICATED S, / 1 " AND 'FOR 0.G4 PPNELRAATE PLUS
<br />0 EX THE MAXIMUM ASD. DESGN PRESSURE RATINGS ON EFTS :1 MfHINDN INTO WOOD Of TAPCON ANCHORS SHAD, BE 2 Z L K.
<br />D $HALL
<br />SING ASD E 7•-18 AND SKULL N OEiTt C.. THREADED
<br />PENETRATION / B5, LI5I+0 ASC ( ) 1
<br />ALE
<br />9 12 IE T7 18. AND PANEtMAIE FEMALE
<br />9
<br />3. TNRL7
<br />WINO L INED PER ASC 7-1$ SiTNI. � flRST
<br />OA135 DIN
<br />E ORDER TO i°E'RHY
<br />THE ABOVE CONDITION, ULTIMATE
<br />M41[TIPLY{NC THEM BY 0.6 IN ORDER ro COMPARE. 'fk83E W/ MAY (A:SD,) C.2) MINIMUM RA ATIOR: OF LAC SCREW, INTO THE WOW ERASE SHALL. BE 7 1CIT NO THREADED
<br />R RATING IPLY04 OR
<br />REDUCED DIINGS PRESSURE R
<br />"E
<br />EASE RUNITEQUIRED
<br />, AS PART REOU RED n;RFrnm PENE'uWTKNt
<br />ION IWO STUCCO
<br />DESHON (HTESaNJAE R,AT9NG5 MdCA1E0 ON SHEEPS. 3, 4 T1NRU 12 & 17, }8, PENETRATION N70 STUCCO. STWt tE CONSIDERED OF THE I
<br />SHIN M
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS P-F.,D. AS TESTED WERE NOT OVER STRESSED A 33X INCREASE IN ALLDWASLE
<br />STRESS FOR WINO LOAM WAS BDY USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C.3)- MINIMUM EDGE DISTANCE OF LAG SCREW$. INTO WOOD SHALL K AS INDICATED IN THIS DRAWM
<br />ACCORONJCE'U NA.S. 2018.
<br />STORM PANEL'S ADEQUACY FOR IMPACT AI70 WBID RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WITH SECTION 1609.12 OF C.4) MURMUR PENETRATION OF WOOD BUSTLING SMALL. BE 5/8•. 1f4'.0-20 SCREWS USED SHILL BE 1 1J2' LONG MINIMUM
<br />THE ABOVE MENTIONED CODE AS PER AMFi ICAN TEST TAB OF SOUTH FLORIDA REPORTS #M14.01-01 AND /O21SM-09, AS SHOULD STUCCO EXIST. AND.," WNMUM FOR WADS WITH NO STUCCO.
<br />PER SSM 12-99 & ASTM E 33D-02 STANDARDS, AND AMERICAN TESTING L48 SOUTH FLORIDA RENDRT #1123.01-10 AS PER
<br />TAS-201 AND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACOORW40E W/ SECTION 1604 0, THE C.5) IN CASE THAT PWCALST STONE. OR PRECAST CONCRETE PANES, SRICCO OR WOOD BOARDS TE FOUND ON THE EXISTING
<br />FLORIDA BUILDING CODE- WALL. ANCHORS SHALL. BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />ANCHORAGE SHALL BE AS MENTIONED IN C.1). C.2) & CA)
<br />2. ALL ALUMINUM EkTRUSGNS TO BE 0OW-TB ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 {D) ANCHORS SHALL BE INSTALLED FEnxOW:NO ALL OF THE RECOMMMATIOn AND 5PECW=TON5 OF THE ANCHOR'S MANUFACTURER,
<br />t M SHALL HAVE 3f 5-H14 ALLOY. 3, ALL ALUM METAL USED AT CLOSURES Q
<br />� ��� A PANELS MAY ALSO BE tNSrALEO HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION THROW 8 (SHEETS 4
<br />4. ALL Si EEL SHUT. METAL PANELS SHA L HAVE STRUCTURAL OUALRY STEEL. AWMI A-653 GRADE 80 MINIMUM, C-6O CALVMT2E0 THROUGH 5) EXCEPT THAT HEADERS "(,ye&(D SHAtt NOT BE USED.
<br />STEEL DESfWA'DIN1 W/FY- 02.2 kW (AFTER ROUID). S. IT SHALL BE TIE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
<br />5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STE0. AS PER DIN ATTACHED TO WWRE PROPER ANCHORAGiE. iF,15 SHUTTER SHALL iNK.Y 8E ATTACHED ro CONCRETE, BDCIX OD WKGD FRAME
<br />BUILDINGS.
<br />50018 W/ 50 Ws YIELD STREFCTH AND 90 kai TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION
<br />2411.3.3.4, 10 EACH REGULAR STOOL PANEL MIDI LENGTHS OVER 9D", AS PER SECTIONS 1. 2, 4. 5, 6 AND ALTERNATIVES iW, 3W & 4W ON
<br />SHEETS 4. S. 6 & 7 RESPECTIME Y: SHAH NAVE A LEGIDI.E AND READILY VISIBLE MARKING wMRUCNNG OWNER OR TENANT TO
<br />S. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AM 31M SERIES STANNLE55 STEEL WITH 36 ktl MINIMUM YIELD STRENGTH, SECURE PANELS WITH APPLICABLE RETNFOCEMENT DURING PERIODS OF HURRICANE WARNING.
<br />F 1 N N CONTACT W TN
<br />7. ANCHORS TO WALL SIN:SL BEAR OU.OIWS- INSTALLATION � CALq.K ALL SHUTTER OOMPQNENi EDGES WHITYN RERAN ! CONTINUOUS ACT WI
<br />1 THE AUA T$ TO
<br />THE BLRLMG TO PREVEW WM/RAW INTRUSION.
<br />1/4`0 TA.PC'QN ANCHORS AS MANUFACTURED BY Lt:W. SUILOEX ONO.. (Min.. VC-3i92 P-aJ,) 12. STORM PANEL INSTALLATION SHALL COMPLY WT[H SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING. AND ZONING REGULATIONS
<br />1/4" a x 1/8- CALK-14 ANCHORS. AS MANUFACTURED BY MWALT PC. PROVIDED BY THE JUMSOICTM WHERE PERMIT MS APPLIED TO.
<br />- 1/4'4 x 3/4' SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POWT SCREW, EDIT & SPECIALTY CO. 13, (a) THIS PRODUCT EVALUATION DOCUMENT (P,E.D.) PREPARED BY THIS ENGINEER MS GENERIC AND DOES NOT PROVOE. INFORMATION
<br />{Min, f-300)
<br />P.11)
<br />- f 14-10 PANELMATE FEMALE ID & PANMXATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, FOR A SITE SPECBIC PROJECT; La YANERE THE SITE CONDITIONS MUTE FROM THE P.E-D-
<br />- 1/4.0 ZAVAC HUM ANCHORS. AS MANUFACTURED BY DEWALLT. INC. (b) CONTRACTOR TO BE RESPONSBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />BASED ON THIS P,E,D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.
<br />A7) MINIMUM OMBZMAC OF TAPGON ANCiSDR$ INTO POURED CONCRETE SHALT. BE , 3/#': 2' FOR ELCO PANELAIATE AND CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPON OLITY.
<br />t 3J4" FOR 7AMAC NAILIN ANCHORS.
<br />C THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED MAUD IF MODIFIED.
<br />{)
<br />A.2) CALK -IN & SQUID -SET ANCHORS SHALL BE ENiEO17E0 7/8' INTO THE POURED CONCRETE. NO EMfEOMEN7 INI'0
<br />1 MINIMUM Mucco EXISTENGINEER ARCHTIM WHICH WILL. BECOME THE
<br />sTIGGO SWJU. BE PERMITTED. I,4* a-2D SCREWS VSEO SHROUD � i /2 LONGSIHo1ID (a} SITE SPECIFIC PROJECTS 5(NAti, � PREPARED BY h FLORIDAFLT)RIIA ftE(2STERED VEER 4R lk OM.
<br />AND ,- MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (E.O.N.) FOR THE PROJECT AND WHO +WL.L BE RESPONSIBLE FOR THE
<br />OUT WITH DING NUTS. PROPER USE OF THE P.E.D. ENO EV OF RECORD. ACTING AS A CILEGATED ENGINEER TO THE
<br />P.E.O. ENGINEER. SHALT. SUBHAIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.
<br />A3) IN CASE THAT PRECAST STOW, PRECAST CONCRETE PANELS, PAVERS. SIUCOO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAW STRUCTURE BEHIND SUCH PANELS. (0) THIS P.E.O. SHALL BEAR THE DATE AND OIGIN& SEAL AND SIGNATURE OF THE PROFESSIONAL
<br />ANCHORAGE SHAH, BE AS MENTIONED IN A7) AND IN A2), ENGINEER OF RECORD THAT PREPARED IT.
<br />tB) ro FOatnNO j`$Eff, Bt.00K OLL A&ui C-n4 14. SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION M STORM
<br />- 1J4. O TAFYrONANCHORS AS MANUFACTURED BY i. T. W. BUItOEX. ONO: PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE. ONE LABEL.
<br />SHALL BE PLACED FOR OPENING. LABELING TO COMPLY WITH SECTOR 1709.9.3 OF THE
<br />- t/4' 0 H 7/8". CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT, INC. FLORIDA- BUILDING CODE,EYERY
<br />- Ile* X 3/4- SOLO-SEr ANCHORS. AS DISIRIBUTED BY ALL POINT SCREW. BOLT & SPECIALTY CO
<br />- 014-10 PANELMATE FEMALE ID AND PANELMA E PLUS ANCHORS, AS MANUFACTURED BY EICO. CONStRi1CTCN P /IIIIHN
<br />- 1/4' a ZAMAC WAIN ANGHMf AS M,t SNDPACTURF,D BY DEWALT, "C,. (Z A T "
<br />B1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANETdATES AND ZAMAC NALIN .ANCHOR. INTO THE ,�, FLORIDA BUILDING CODE Han HI h veloa€ NUrrieane done'.
<br />BLOCK UNIT SHALL BE 1 I/4"• -. ...
<br />8.2) CALK -IN & SOUO-SET ANCHORS SHAD. BE EMBEDDED 7/8• NTO THE CONCRETE BLOCK UNIT. NO E NT%u44 7 osam ni�o, INC 24 GAGE GALVANIZED STEEL STORM PANEL
<br />STUCCO SHALL BE PERMITTED1/4" 0•-20 SCREWS USED SNALi BE 1 1/2" LONG MINIMUM SHOtttD EXIST. * -
<br />AKIN ,' MINIMUM TOR WALLS WITH NO STUCCO. r -O: _ _. __ r /a GLOBAL PROTECTION PRODUCTS, U.C. STATE s IL CCNyINN.
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<br />6.3) IN CASE THAT PRECAST STONE. OR: PRECAW CONCRETE PANELS. STUCCO OR WOOD SCAMS � fOU F(ORt ''• 7 •+ -" �`� uw, a, µ.HN, ,wtr'ro4opa I, = 2G-i75
<br />EDnTM WALL, ANCHORS SHALL. BE LONG. ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PRNE�s/ • �\ ! ',� , ay Na m-,Ia, FIRM, (45DNM-75i5, M Ln4)MB-a7IT
<br />AA CA-OdJSNp «[ aMw- ,Ne4,AH, Yi opimmNu +w
<br />ANCM,pRACE SHALL BE AS MENTIONED N &7) AND IN 8.2}. N dNA ` •'®"""'-•- ,02.AER A TALI JR. PEA 'A7-ta 91a: I w le
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<br />a, INSTALLATION ARE ONLY VALID FOR MAX.. 0.5.D.
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<br />NOTE FOR COMBINATION OF SECDOltSf El4 6M C INC. . SR T� Iti >wa V iMC. `� iTDL Gi C V lNc. GLOBAL PROTECTION PROD a LLC. yOE;
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